Agenda PLANNING COMMISSION REGULAR DOCKET WEDNESDAY, September 9, 2020 at 5:30 P.M. Virtual Meeting I. Commission Pre-Meeting (Agenda discussion(s)) Beginning: 5:00 p.m. Location: (Electronic/Virtual) II. Commission Regular Meeting Beginning: 5:30 p.m. Location: (Electronic/Virtual) A. COMMISSIONERS' REPORTS B. UNIVERSITY REPORT C. CHAIR'S REPORT 1. Annual Meeting A. Election of officers D. DEPARTMENT OF NDS E. MATTERS TO BE PRESENTED BY THE PUBLIC NOT ON THE FORMAL AGENDA F. CONSENT AGENDA (Items removed from the consent agenda will be considered at the end of the regular agenda) 1. Minutes – July 14, 2020 – Pre- meeting and Regular meeting 2. Site Plan –Kappa Kappa Gamma (503 Rugby Rd) 3. Site Plan - Chick-fil-A Barracks Rd 4. Entrance Corridor - Chick-fil-A Barracks Rd G. Presentation - JAUNT III. JOINT MEETING OF COMMISSION/ COUNCIL Beginning: 6:00 p.m. Continuing: until all public hearings are completed Format: (i) Staff Report, (ii) Applicant, (iii) Hearing No hearings scheduled IV. COMMISSION’S ACTION ITEMS Continuing: until all action items are concluded. H. Family Day Home – Discussion I. 240 Stribling site – Work Session V. FUTURE MEETING SCHEDULE/ADJOURN Tuesday October 13, 2020 – 5:00 PM Pre- Meeting Tuesday October 13, 2020 – 5:30 PM Regular Minutes – August 11, 2020 – Pre- Meeting meeting and Regular meeting ZTA - Family Day Home Cville Plans Together Anticipated Items on Future Agendas Zoning Text Amendments –Off-street parking facilities requirements along streets designated as “framework streets” (initiated May 8, 2018), Site Plan Requirements, Accessory Dwelling Unit, Middle Density zoning and Affordable Dwelling Unit, Family Day Home Comp Plan Amendment – Small Area Plan –Cherry Avenue, Community Vision Plan – Starr Hill Rezoning – 817 Nassau Street, 1000 Monticello PLEASE NOTE: THIS AGENDA IS SUBJECT TO CHANGE PRIOR TO THE MEETING. PLEASE NOTE: We are including suggested time frames on Agenda items. These times are subject to change at any time during the meeting. Individuals with disabilities who require assistance or special arrangements to participate in the public meeting may call the ADA Coordinator at (434) 970-3182 or submit a request via email to ada@charlottesville.gov. The City of Charlottesville requests that you provide a 48 hour notice so that proper arrangements may be made. During the local state of emergency related to the Coronavirus (COVID19), City Hall and City Council Chambers are closed to the public and meetings are being conducted virtually via a Zoom webinar. The webinar is broadcast on Comcast Channel 10 and on all the City's streaming platforms including: Facebook, Twitter, and www.charlottesville.gov/streaming. Public hearings and other matters from the public will be heard via the Zoom webinar which requires advanced registration here: www.charlottesville.gov/zoom . You may also participate via telephone and a number is provided with the Zoom registration or by contacting staff at 434-970-3182 to ask for the dial in number for each meeting. LIST OF SITE PLANS AND SUBDIVISIONS APPROVED ADMINISTRATIVELY 8/1/2020 TO 8/31/2020 1. Preliminary Site Plans 2. Final Site Plans a. 400 Rugby Road – Westminster Church Frontage Improvements – August 10, 2020 b. 1532 &1534 Virginia Avenue - Apartment Building – August 25, 2020 c. Segra Emmet Street Utility Plan – August 25, 2020 3. Site Plan Amendments 4. Subdivision a. BLA – 104 & 105 Baylor Place (TMP 26-45.21 & 26-45.22) – August 4, 2020 July 14, 2020 Planning Commission Minutes are included as the last document in this packet CITY OF CHARLOTTESVILLE DEPT. OF NEIGHBORHOOD DEVELOPMENT SERVICES STAFF REPORT APPLICATION FOR APPROVAL OF A FINAL SITE PLAN PLANNING COMMISSION REGULAR MEETING MEETING DATE: Wednesday, September 9, 2020 DEVELOPMENT NAME: Kappa Kappa Gamma - 503 Rugby Road Final Site Plan APPLICATION NUMBER: P19-0164 Reason for Planning Commission Review: Final site plan reflects the proposed development of a property that is the subject of an existing or proposed special permit Planner: Joey Winter Date of Staff Report: August 27, 2020 Applicant: Timmons Group Applicant’s Representative: Mr. Craig Kotarski, PE Owner of Record: Epsilon Sigma House Corporation of Kappa Kappa Gamma Application Information Property Street Address: 503 Rugby Road (“Subject Property”) Tax Map | Parcel Number: TM 5-52 | 050052000 Site Area (per GIS): 0.3440 acres (14,985 ft2) Comprehensive Plan (Land Use Plan): High Density Residential Zoning District: R-3H Overlay District(s): Rugby Road—University Circle—Venable Neighborhood Architectural Design Control District Page 1 of 6 P19-0164 503 Rugby Road - Kappa Kappa Gamma Final Site Plan Applicant’s Request Mr. Craig Kotarski of Timmons Group, on behalf of the Epsilon Sigma House Corporation of Kappa Kappa Gamma, is seeking Planning Commission approval for the 503 Rugby Road - Kappa Kappa Gamma Final Site Plan. This final site plan proposes renovation, expansion, and upgrades to the existing sorority house at 503 Rugby Road. On October 7, 2019, City Council approved Special Use Permit SP19-00004 authorizing a sorority house at 503 Rugby Road for up to 37 occupants. As per the City’s Zoning Ordinance, Planning Commission shall review this final site plan because it reflects the proposed development of property that is subject to a Special Use Permit. Vicinity Map Page 2 of 6 P19-0164 503 Rugby Road - Kappa Kappa Gamma Final Site Plan Zoning Map Standard of Review Site plan approval is a ministerial function of Planning Commission in which no discretion is involved. If this final site plan contains all required information then it must be granted approval. If Planning Commission disapproves this plan, it shall set forth in writing the specific reasons therefor. The reasons for disapproval shall identify deficiencies in this plan which cause the disapproval, by reference to specific ordinances, laws or regulations. If this plan is disapproved, Planning Commission must also generally identify modifications or corrections that will permit approval of this plan. Site Plan Requirements A. Compliance with applicable zoning district regulations [City Code - Chapter 34] Staff has determined that this site plan complies with requirements of the R-3H Zoning District. B. Compliance with the City’s Erosion and Sediment Control ordinance [City Code - Chapter 10] Staff has determined that this final site plan complies with the City’s Erosion and Sediment Control ordinance. Erosion and Sediment Control plans are included as site plan Sheets C3.0 through C3.3 and Stormwater Management Plans are included as site plan Sheets C6.0 through C6.3. Page 3 of 6 P19-0164 503 Rugby Road - Kappa Kappa Gamma Final Site Plan C. Compliance with the City’s site plan requirements [City Code - Sec. 34-827 and Sec. 34-828] Staff has determined that this site plan contains the following information as required: PRELIMINARY SITE PLAN REQUIREMENTS [Sec. 34-827(d)] SHEET(S) 1. General site plan information C0.0 2. Existing condition and adjacent property information C2.0 3. Phasing plan N/A 4. Topography and grading C5.0 5. Existing landscape and trees C2.0 6. Name and location of all water features N/A 7. One hundred-year flood plain limits N/A 8. Existing and proposed streets and associated traffic information C0.0 9. Location and size of existing water and sewer infrastructure C2.0 10. Proposed layout for water/sanitary sewer facilities & storm drain facilities C4.0 11. Location of other existing and proposed utilities and utility easements C2.0, C4.0 12. Location of existing and proposed ingress to and egress from the property C2.0, C4.0 13. Location and dimensions of all existing and proposed improvements C4.0 14. All areas intended to be dedicated or reserved for public use N/A 15. Landscape plan (if subject to entrance corridor review) N/A 16. Where deemed appropriate due to intensity of development: a. Estimated traffic generation figures based upon current ITE rates C0.0 b. Estimated vehicles per day C0.0 FINAL SITE PLAN REQUIREMENTS [Sec. 34-828(d)] SHEET(S) 2. Signage information N/A 3. Specific written schedules or notes (as necessary) C0.0-C1.3 4. Residential unit information (if applicable list affordable housing details) C0.0 5. Proposed grading: maximum two-foot contours C3.2 6. Detailed plans for proposed water and sanitary sewer facilities C4.0, L500-L530 7. Detailed stormwater management plans a. Profiles proposed and existing ditches and channels C7.0 b. Profiles proposed and existing storm drainage systems C7.0 c. Plan view of all drainage systems C3.2, C3.3 d. Drainage summary table for culverts, storm drainage facilities and C6.2, C6.3 channels e. Legend showing all symbols and abbreviations used on the plan C3.2, C3.3 f. Final stormwater management plan C6.0-C6.2 g. erosion and sediment control plan C3.0-C3.3 8. Parking details C4.0 9. Final landscape plan L600 10. Signature panel for the preparer ALL SHEETS 11. Signature panel for the NDS Director and City Engineer C0.0 Page 4 of 6 P19-0164 503 Rugby Road - Kappa Kappa Gamma Final Site Plan D. Additional information to be shown on the site plan as deemed necessary by the director or Commission in order to provide sufficient information for the director or Commission to adequately review the site plan. The Special Use Permit approved by City Council on October 7, 2019 includes the following conditions for the 503 Rugby Road - Kappa Kappa Gamma Final Site Plan: 1. The “boarding, fraternity and sorority house” use approved by this special use permit shall have a maximum of thirty-seven (37) residents. COMPLIES – See Sheet C0.0 2. For the building containing the use referenced in ¶(1), above: (a) The following side yards shall be required: i. North Side Yard abutting TMP 5-53: A side yard of five (5) feet, minimum will be required instead of one (1) foot of side yard per every two (2) feet of building height with a minimum of ten (10) feet. COMPLIES – See Sheet C0.0 ii. South Side Yard Corner, street side abutting Lambeth Lane: A side yard of fifteen (15) feet, minimum will be required instead of twenty (20) feet, minimum. COMPLIES – See Sheet C0.0 (b) The following front yard shall be required: i. East Front Yard abutting Rugby Road: A front yard of twenty-five (25) feet, minimum will be required instead of the average depth of the existing front yards within five hundred (500) feet. COMPLIES – See Sheet C0.0 3. On-site parking will be provided, in the general location and configuration shown within the preliminary site plan dated July 16, 2019. The final site plan shall demonstrate compliance with the following: (a) on- site parking shall be used exclusively by residents of the sorority house and their guests (no sale or leasing of on-site parking for off-site functions is permitted) and (b) signage and pavement markings, including both lane lines and text, may be required by the City’s Traffic Engineer, in order to designate travel ways and specify the direction of traffic in on-site parking area(s). COMPLIES – See Sheet C4.0 4. All trash receptacles must be hidden from view when not set out for curbside pickup. COMPLIES – See Sheets C4.0 & L410 Page 5 of 6 P19-0164 503 Rugby Road - Kappa Kappa Gamma Final Site Plan 5. The “boarding, fraternity or sorority house” use approved by this special use permit, and (except as specifically modified within condition (2), above), all buildings and structures located on the Subject Property, shall comply with the provisions of City Code Sec. 34-353 and all other applicable provisions of Chapter 34 (Zoning) of the Code of the City of Charlottesville. COMPLIES – See All Sheets PUBLIC COMMENTS RECEIVED No public comment was received during the final site plan review process. A public site plan conference was held on August 7, 2019. STAFF’S RECOMMENDATION Staff recommends that the 503 Rugby Road - Kappa Kappa Gamma Final Site Plan be approved. ATTACHMENTS 1) SP19-00004 - RESOLUTION AUTHORIZING A SORORITY HOUSE AT 503 RUGBY ROAD FOR UP TO 37 OCCUPANTS – approved by City Council on October 7, 2019 2) CITY CODE SECTIONS 34-827 & 34-828 – Preliminary and final site plan content requirements 3) 503 RUGBY ROAD - KAPPA KAPPA GAMMA FINAL SITE PLAN – for approval Page 6 of 6 SP19-00004 RESOLUTION AUTHORIZING A SORORITY HOUSE AT 503 RUGBY ROAD FOR UP TO 37 OCCUPANTS WHEREAS, pursuant to City Code §34-420 and §34-162, landowner Epsilon Sigma House Corporation/ Kappa Kappa Gamma Sorority has submitted an application seeking a special use permit to authorize a “boarding, fraternity and sorority house”, as defined within City Code §34-1200, to be used as a place of room and board for up to thirty-seven (37) members of a fraternity or sorority, and a modification of certain yard requirements (the proposed “Special Use”); and WHEREAS, the proposed Special Use will be located at 503 Rugby Road (the “Subject Property”), which is further identified on 2019 City Tax Map 5 as Parcel 52 (City Parcel ID No. 050052000) and is located within the City’s R-3 zoning district, and the area proposed to be subject to the proposed Special Use Permit will be 0.3440 acre, or approximately 14,985 square feet; and WHEREAS, previously, on February 21, 1978, City Council granted a special use permit to authorize a sorority house with thirty-six (36) rooms on the Subject Property, and the Subject Property has been used as such since that time; and WHEREAS, the proposed Special Use is generally described within written materials submitted in connection with SP19-00004, including: (i) the application materials dated July 13, 2019, and related narrative; and (ii) a proposed preliminary site plan submitted July 16, 2019 as required by City Code §34-158 (collectively, the “Application Materials”); and WHEREAS, the Planning Commission reviewed the Application Materials, and the City’s Staff Report pertaining thereto, and then, following a joint public hearing duly advertised and conducted by the Planning Commission and City Council on September 10, 2019, the Planning Commission voted to recommend that City Council should approve this proposed Special Use, subject to certain conditions; and WHEREAS, upon consideration of the comments received during the joint public hearing, the Planning Commission’s recommendation, and the Staff Report, as well as the factors set forth within Sec. 34-157 of the City’s Zoning Ordinance, this Council finds and determines that granting the proposed Special Use subject to suitable conditions would serve the public necessity, convenience, general welfare or good zoning practice; now, therefore, BE IT RESOLVED by the Council of the City of Charlottesville, Virginia that, pursuant to City Code Sec. 34-480, the proposed Special Use is granted, subject to the following conditions: 1. The “boarding, fraternity and sorority house” use approved by this special use permit shall have a maximum of thirty-seven (37) occupantsrooms. 2. For the building containing the use referenced in ¶(1), above: (a) The following side yards shall be required: i. North Side Yard abutting TMP 5-53: A side yard of five (5) feet, minimum will be required instead of one (1) foot of side yard per every two (2) feet of building height with a minimum of ten (10) feet. ii. South Side Yard Corner, street side abutting Lambeth Lane: A side yard of fifteen (15) feet, minimum will be required instead of twenty (20) feet, minimum. (b) The following front yard shall be required: i. East Front Yard abutting Rugby Road: A front yard of twenty-five (25) feet, minimum will be required instead of the average depth of the existing front yards within five hundred (500) feet. 3. On-site parking will be provided, in the general location and configuration shown within the preliminary site plan dated July 16, 2019. The final site plan shall demonstrate compliance with the following: (a) on-site parking shall be used exclusively by residents of the sorority house and their guests (no sale or leasing of on-site parking for off-site functions is permitted) and (b) signage and pavement markings, including both lane lines and text, may be required by the City’s Traffic Engineer, in order to designate travel ways and specify the direction of traffic in on-site parking area(s). 4. All trash receptacles must be hidden from view when not set out for curbside pickup. 5. The “boarding, fraternity or sorority house” use approved by this special use permit, and (except as specifically modified within condition (2), above), all buildings and structures located on the Subject Property, shall comply with the provisions of City Code Sec. 34-353 and all other applicable provisions of Chapter 34 (Zoning) of the Code of the City of Charlottesville. BE IT FURTHER RESOLVED THAT the Special Use Permit approved by this Resolution amends and supersedes the special use permit approved by resolution dated February 21, 1978 for the Subject Property. Approved by Council October 7, 2019 Kyna Thomas, CMC Clerk of Council Sec. 34-827. - Preliminary site plan contents. (a) Sixteen (16) clearly legible blue or black line copies of a preliminary site plan shall be submitted along with an application for approval. In addition, a three-dimensional drawing or model of the proposed site and the surrounding areas showing massing in context shall be submitted along with any preliminary site plan that is to be reviewed by the planning commission. If revisions to the submitted preliminary site plan are necessary, then sixteen (16) full-sized revised copies, and, if the preliminary site plan is to be reviewed by the planning commission, an additional ten (10) revised copies shall be submitted by the revision deadline. (b) All waiver, variation and substitution requests shall be submitted with the preliminary site plan, and the applicant shall clearly state the specific items being requested for waiver, variation or substitution. (c) The preliminary site plan shall be prepared to an engineering scale of 1:20, unless, in the determination of the director a different scale will allow a better representation of the development. (d) The preliminary site plan shall contain the following information: (1) The name of the development; names of the owner(s), developer(s) and individual(s) who prepared the plan; tax map and parcel number; zoning district classification(s); descriptions of all variances, zoning proffers and bonus factors applicable to the site; description of affordable dwelling unit requirements applicable to the subject property pursuant to section 34-12(a) or section 34-12(d)(1); city and state; north point; scale; one (1) datum reference for elevation (where a flood hazard overlay district is involved, U.S. Geological Survey vertical datum shall be shown and/or correlated to plan topography); source of the topography; source of the survey; sheet number and total number of sheets; date of drawing; date and description of latest revision; zoning district, tax map and parcel number, and present use, of each adjacent parcel; departing lot lines; minimum setback lines, yard and building separation requirements; a vicinity sketch showing the property and its relationship with adjoining streets, subdivisions and other landmarks; and boundary dimensions. (2) Written schedules or data as necessary to demonstrate that the site can accommodate the proposed use, including: proposed uses and maximum acreage occupied by each use; maximum number of dwelling units by type; gross residential density; square footage of recreation area(s); percent and acreage of open space; maximum square footage for non-residential uses; maximum lot coverage; maximum height of all structures; schedule of parking, including maximum amount required and amount provided; maximum amount of impervious cover on the site; and if a landscape plan is required, maximum amount of paved parking and vehicular circulation areas. (3) If phasing is planned, phase lines and proposed timing of development; (4) Existing topography for the entire site at maximum five-foot contours; proposed grading (maximum two-foot contours), supplemented where necessary by spot elevations; and sufficient offsite topography to describe prominent and pertinent offsite features and physical characteristics, but in no case less than fifty (50) feet outside of the site unless otherwise approved by the director. Topographic information submitted with a preliminary plat shall be in the form of a topographic survey, which shall identify areas of critical slopes, as defined in section 29-3, natural streams, natural drainage areas, and other topographic features of the site. (5) Existing landscape features as described in section 34-867 (requirements of landscape plans), including all individual trees of six (6) inch caliper or greater. (6) The name and location of all watercourses, waterways, wetlands and other bodies of water adjacent to or on the site. (7) One hundred-year flood plain limits, as shown on the official flood insurance maps for the City of Charlottesville, as well as the limits of all floodway areas and base flood elevation data required by section 34-253. (8) Existing and proposed streets, access easements, alley easements and rights-of-way, and other vehicular travelways, together with street names, highway route numbers, right-of-way lines and widths, centerline radii, and pavement widths. (9) Location and size of drainage channels, and existing and proposed drainage easements; and a stormwater management concept detailing how the applicant will achieve adequate drainage post- development, including a description of the specific design concept the applicant plans to apply. References to specific types of stormwater management facilities, specific treatments, BMPs, LID techniques, etc. shall be provided, The stormwater management concept shall be prepared by a professional engineer or landscape architect, as those terms are defined within Virginia Code § 54.1- 400, and shall describe the manner in which stormwater runoff from the subdivision will be controlled in order to minimize the damage to neighboring properties and receiving streams, and prevent the discharge of pollutants into surface waters, in accordance with the requirements of City Code Chapter 10. (10) Location and size of existing water, sanitary and storm sewer facilities and easements, and proposed conceptual layout for water and sanitary sewer facilities and public storm sewer facilities. (11) Location of other existing and proposed utilities and utility easements. (12) Location of existing and proposed ingress to and egress from the property, showing the distance to the centerline of the nearest existing street intersection. (13) Location and dimensions of all existing and proposed improvements, including: buildings (maximum footprint and height) and other structures (principal as well as accessory); walkways; fences; walls; trash containers; outdoor lighting; landscaped areas and open space; recreational areas and facilities; parking lots and other paved areas; loading and service areas, together with the proposed paving material types for all walks, parking lots and driveways. (14) All areas intended to be dedicated or reserved for public use. (15) Landscape plan, in accordance with section 34-867, if the proposed site plan is subject to entrance corridor review. (16) Where deemed appropriate by the director due to intensity of development, estimated traffic generation figures for the site based upon current VDOT rates, indicating the estimated vehicles per day and the direction of travel for all connections to a public road. The director or the commission may require additional information to be shown on the preliminary site plan as deemed necessary in order to provide sufficient information for the director or commission to adequately review the preliminary site plan. (9-15-03(3); 6-6-05(2); 1-20-09; 11-18-13; 5-19-14, § 2, eff. 7-1-14) Sec. 34-828. - Final site plan contents. (a) A final site plan, together with any amendments thereto, shall be prepared and sealed, signed and dated by an architect, professional engineer, land surveyor or certified landscape architect licensed to practice within the Commonwealth of Virginia. (b) Ten (10) clearly legible blue or black line copies of the master drawing shall be submitted to the department of neighborhood development services, along with an application for approval of the final site plan. If review is required by the commission, then the applicant shall also provide one (1) reduced copy of the final site plan, no larger than eleven (11) inches by seventeen (17) inches in size. (c) The final site plan shall be prepared to the scale of one (1) inch equals twenty (20) feet or larger, or to such a scale as may be approved by the agent in a particular case. No sheet shall exceed thirty-six (36) inches by forty-two (42) inches in size. The final site plan may be prepared on one (1) or more sheets. If prepared on more than one (1) sheet, match lines shall clearly indicate where the sheets join. The top of the sheet shall be approximately either north or east. (d) The final site plan shall reflect conditions of approval of the preliminary site plan, and shall meet all requirements set forth within Code of Virginia § 15.2-2240 et seq. In addition, the final site plan shall contain the following information: (1) The location, character, size, height and orientation of proposed signs, as proposed to be installed or erected in accordance with Article IX, sections 34-1020, et seq. of this chapter; and elevations of buildings showing signs to be placed on exterior walls. Signs which are approved in accordance with this section shall be considered a part of the approved site plan. Thereafter, signs shall not be installed, erected, painted, constructed, structurally altered, hung, rehung or replaced except in conformity with the approved site plan. Any changes in signs from the approved site plan or any additions to the number of signs as shown on the site plan shall be allowed only after amendment of the site plan by the director of neighborhood development services or the planning commission. (2) Specific written schedules or notes as necessary to demonstrate that the requirements of this chapter are being satisfied. (3) Indicate if residential units are sale or rental units; number of bedrooms per unit; and number of units per building if multifamily; specifications for recreational facilities; and reference to the specific deed(s), agreement(s) or other evidence of the property owner's binding obligation to provide affordable dwelling units applicable to the subject property pursuant to section 34-12(a) or section 34-12(d)(1), consistent with regulations approved pursuant to section 34-12(d). (4) Proposed grading: maximum two-foot contours. (5) Detailed plans for proposed water and sanitary sewer facilities, including: all pipe sizes, types and grades; proposed connections to existing or proposed systems; location and dimensions of proposed easements and whether such easements are to be publicly or privately maintained; profiles and cross sections of all water and sewer lines including clearance where lines cross; all water main locations and sizes; valves and fire hydrant locations; all sanitary sewer appurtenances by type and number; the station on the plan to conform to the station shown on the profile, and indicate the top and invert elevation of each structure. (6) Detailed stormwater management plans, and construction drainage and grading plans, showing: a. Profiles of all ditches and channels, whether proposed or existing, with existing and proposed grades; invert of ditches, cross pipes or utilities; typical channel cross sections for new construction; and actual cross sections for existing channels intended to remain. b. Profiles of all storm drainage systems showing existing and proposed grades. c. Plan view of all drainage systems with all structures, pipes and channels numbered or lettered on the plan and profile views. Show sufficient dimensions and bench marks to allow field stake out of all proposed work from the boundary lines. d. A drainage summary table for culverts, storm drainage facilities and channels. e. A legend showing all symbols and abbreviations used on the plan. f. Information, details, calculations, construction plans and other documents or data required by Chapter 10 for a final stormwater management plan shall be included, along with such other information, plans, calculations, and details sufficient to demonstrate compliance with the standards for drainage set forth within Article IV of the city's subdivision ordinance. g. Information, details, calculations, plans and other documents or data required by Chapter 10 for an erosion and sediment control plan. (7) Typical street sections together with specific street sections where street cut or fill is five (5) feet or greater; centerline curve data; radius of curb returns or edge of pavement; location, type and size of proposed ingress to and egress from the site; together with culvert size; symmetrical transition of pavement at intersection with existing street; the edge of street surface or face of curb for full-length of proposed street; when proposed streets intersect with or adjoin existing streets or travel-ways, both edges of existing pavement or travelway together with curb and gutter indicated for a minimum of one hundred (100) feet or the length of connection, whichever is the greater distance. (8) For all parking and loading areas, indicate: size, angle of stalls; width of aisles and specific number of spaces required and provided, and method of computation, indicating type of surfacing for all paved or gravel areas. (9) A final landscape plan. (10) Signature panel for the preparer, consistent with the requirements of paragraph (a), above. (11) Signature panels for the director and the city engineer. (9-15-03(3); 6-6-05(2); 1-20-09; 4-20-09; 11-18-13; 5-19-14, § 2, eff. 7-1-14) KAPPA KAPPA GAMMA HOUSE FINAL SITE PLAN 503 RUGBY ROAD CITY OF CHARLOTTESVILLE, VIRGINIA 11/11/2019 SITE DATA: TAX MAP PARCEL AND OWNER INFO:PARCEL 050052000 EPSILON SIGMA HOUSE CORPORATION OF KAPPA KAPPA GAMMA Sheet List Table 3466 KESWICK ROAD KESWICK, VA 22947 Sheet Number C0.0 C1.0 TOTAL PARCEL AREA: 0.34 ACRES C1.1 LIMITS OF DISTURBANCE: 0.26 ACRES C1.2 PRE-DEVELOPED IMPERVIOUS AREA:0.18 ACRES C1.3 SPECIAL USE PERMIT CONDITIONS C2.0 POST-DEVELOPED IMPERVIOUS AREA: 0.18 ACRES C2.1 SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: ROUDABUSH, GALE & ASSOCIATES, INC. C3.0 EROSION AND SEDIMENT CONTROL NOTES 914 MONTICELLO ROAD CHARLOTTESVILLE, VA 22902 C3.1 EROSION AND SEDIMENT CONTROL DETAILS (434) 977-0205 C3.2 EROSION AND SEDIMENT CONTROL - PHASE 1 CONTACT: DAVID A. JORDAN CONDUCTED: 8/6/2018 C3.3 EROSION AND SEDIMENT CONTROL - PHASE 2 NAD83 C4.0 HORIZONTAL DATUM REFERENCE: NAD83 C5.0 MISS UTILITY TICKET NUMBER:A817901981-00A (SUBMITTED 6/28/2018) C6.0 STORMWATER MANAGEMENT PLAN CURRENT USE: BOARDING - SORORITY HOUSE (11 BEDROOMS) C6.1 C6.2 PROPOSED USE:BOARDING - SORORITY HOUSE (17 BEDROOMS) ±6,220 GSF EXPANSION C7.0 PROJECT LOCATION RESIDENTIAL UNITS:1 RESIDENTIAL UNIT (17 BEDROOMS) FOR RENT L100 L110 LAYOUT AND MATERIALS PLAN WEST RECREATION AREA: NONE L120 LAYOUT AND MATERIALS PLAN EAST OPEN SPACE: NONE L310 ZONED: R-3H L320 HISTORICAL DISTRICT (RUGBY ROAD - UNIVERSITY CIRCLE - VENABLE NEIGHBORHOOD ADC DISTRICT) L400 SETBACKS (PER SP19-00004, APPROVED 10/7/19): FRONT YARD: 25 FT L410 SIDE YARD (CORNER, STREET): 15 FT L500 SIDE YARD: 5 FT REAR YARD: 25 FT L510 L520 ADJACENT AREAS: NORTH - RESIDENTIAL (SORORITY/FRATERNITY HOUSE) EAST - COMMERCIAL (DAYCARE FACILITY) L530 SOUTH - EDUCATIONAL FACILITY VICINITY MAP L600 WEST - RESIDENTIAL (SORORITY/FRATERNITY HOUSE) L700 PARKING SPACES REQUIRED: (2.5 SPACES / 3 BEDROOMS) x 17 BEDROOMS = 14 SPACES A0.0 MAXIMUM SPACE REDUCTION (20%)* TOTAL REQUIRED = -3 SPACES =11 SPACES SCALE: 1" = 1,000' A1.0 A1.1 *20% PARKING REDUCTION: 5 BICYCLE LOCKERS PROVIDED= -1 SPACE MARKED VAN SPACE PROVIDED= -2 SPACES A1.2 PARKING SPACES PROVIDED: 10 PARKING SPACES TOTAL = -3 SPACES OWNER: TOTAL SHEETS = 34 EPSILON SIGMA HOUSE S:\103\43800-KKG_House\DWG\Sheet\CD\C0.0 - COVER SHEET.dwg | Plotted on 6/24/2020 10:54 AM | by Kim Mellon REQUIRED OFFSITE PARKING SPACES: 1 PARKING SPACE* UTILITY DEMANDS: *TO BE LOCATED AT 1604 GRADY AVENUE CORPORATION OF KAPPA KAPPA GAMMA WATER FLOW (AVERAGE DAILY DEMAND) REQUIRED BICYCLE PARKING SPACES: (1 SPACE / 500 SF OF BEDROOM AREA) * 2,818 SF = 6 SPACES 3466 KESWICK ROAD RESIDENTIAL SPACE (17 BEDROOMS) TOTAL OCCUPANTS = MAXIMUM 37 PEOPLE BICYCLE PARKING SPACES PROVIDED: 6 SPACES (3 RACKS) + 5 BICYCLE LOCKERS MAXIMUM PAVED PARKING/VEHICULAR CIRCULATION AREA: 0.10 ACRES KESWICK, VA 22947 AVERAGE DAILY DEMAND = (75 GPD/PERSON X 37 PEOPLE) = 2,775 GPD AVERAGE HOURLY DEMAND = 2,775 GPD / 24 HOURS = 115.6 GPH MAXIMUM HOURLY DEMAND = 115.6 GPH X 300% = 346.8 GPH MAXIMUM BUILDING HEIGHT: 45 FT PEAK HOURLY DEMAND = 346.8 X 150% = 520.2 GPH PROPOSED BUILDING HEIGHT: 40.3 FT ENGINEER OF RECORD: 520.2 GPH / 60 MIN = 8.7 GPM SEWER FLOW (AVERAGE DAILY FLOW) *NEAREST EXISTING FIRE HYDRANT IS APPROXIMATELY 70 FT FROM THE EXISTING BUILDING. IT IS LOCATED ACROSS LAMBETH LANE FROM THE PROPOSED ENTRANCE. ADDITIONAL FIRE HYDRANT IS PROPOSED WITH THIS PROJECT NORTHWEST OF THE RUGBY ROAD/LAMBETH TIMMONS GROUP AVERAGE FLOW RATE: 2,775 GPD LANE INTERSECTION. **AFFORDABLE DWELLING UNIT REQUIREMENTS OF CITY CODE SECTION 34-12(a) AND CITY CODE SECTION 34-12(d)(1) ARE NOT 608 PRESTON AVENUE SUITE 200 APPLICABLE TO THE SUBJECT PROPERTY. CHARLOTTESVILLE, VA 22902 APPROVALS TRIP GENERATION LAND USE: OFF-CAMPUS STUDENT APARTMENT CONTACT: CRAIG KOTARSKI, P.E. ITE CODE: 225 AMOUNT: 17 TELEPHONE: 434-327-1688 DIRECTOR OF NEIGHBORHOOD DEVELOPMENT SERVICES UNITS: BEDROOMS WEEKDAY ADT AM PEAK HOUR PM PEAK HOUR 50 IN OUT TOTAL IN OUT TOTAL CITY ENGINEER 1 1 2 2 2 4 GENERAL NOTES: 3. CONCRETE SHALL NOT BE PLACED UNLESS THE AIR TEMPERATURE IS AT LEAST 40 DEGREES FAHRENHEIT (F) IN THE SHADE AND RISING. GENERAL NOTES UTILITIES 4. CONCRETE SHALL NOT BE PLACED UNTIL STEEL DOWELS HAVE BEEN INSTALLED IN EXISTING CONCRETE IN ACCORDANCE WITH CITY STANDARDS. 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF 5. 1/2” PREMOLDED EXPANSION JOINT MATERIAL SHALL BE PLACED AT A MAXIMUM OF 30' INTERVALSTRANSPORTATION'S ON NEW SPECIFICATIONS AND STANDARDS. 1. ANY DAMAGE TO EXISTING UTILITIES CAUSED BY CONTRACTOR OR ITS SUBCONTRACTORS SHALLSIDEWALK, BE 2. PRIOR CURB, CURB & GUTTER, AT EACH END OF DRIVEWAY ENTRANCES, AT EACH END OF HANDICAP TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE CONTRACTOR'S SOLE RESPONSIBILITY AND REPAIRED AT CONTRACTOR'S EXPENSE. RAMPS, SOME POINT ON ENTRANCE WALKS AND STEPS ADJUSTMENTS, AND ALONG BUILDINGS AND WALLS PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 2. THE CONTRACT DOCUMENTS DO NOT GUARANTEE THE EXISTENCE, NON-EXISTENCE OR LOCATION OF NEW CONCRETE SIDEWALKS ARE PLACED AGAINST THEM. WHERE 3. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. TEL 434.295.5624 FAX 434.295.8317 www.timmons.com 608 Preston Avenue, Suite 200 | Charlottesville, VA 22903 UTILITIES. CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OR THE NON-EXISTENCE6. ALLOF EXISTING CURBS, CURB & GUTTER, SIDEWALK AND STEPS TO BE REMOVED SHALL BE TAKEN OUT TO UTILITIES. AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION OR CONSTRUCTION, CONTRACTOR SHALL 4. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY THE NEAREST JOINT. DEMOLITION AND DISPOSAL COST TO BE INCLUDED IN OTHER UNIT BID ITEMS. NO CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE NOTIFY MISS UTILITY (1-800-552-7001) AND/OR THE RESPECTIVE UTILITY COMPANIES FOR GAS,SEPARATE WATER, PAYMENT WILL BE MADE FOR THIS WORK. SEWER, POWER, PHONE AND CABLE. CONTRACTOR SHALL TIMELY ARRANGE TO HAVE THE VARIOUS EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER, BACKFILLED WITH SUITABLE MATERIAL AND 7. DRIVEWAY ADJUSTMENTS ARE TO BE DONE IN GENTLE TRANSITIONS RATHER THAN ABRUPT BREAKS AT COMPACTED IN ACCORDANCE WITH CURRENT. UTILITIES LOCATED, AND TO HAVE THEM REMOVED OR RELOCATED, OR TO DETERMINE THE METHOD OF THE BACK OF WALKS. GRAVEL DRIVEWAYS ABOVE STREET GRADE SHALL BE PAVED FOR A MINIMUM PROTECTION ACCEPTABLE TO THE RESPECTIVE OWNER, IF THE METHOD OF PROTECTION IS NOT DISTANCE OF 20' BEYOND THE BACK OF THE SIDEWALK OR CURB & GUTTER APRON WHERE APPLICABLE.5. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH LD-94 VDOT (D)I 121.13. AND I 6. ALL RCP STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH THIS DRAWING PREPARED AT THE OTHERWISE SPECIFIED. CONTRACTOR SHALL CONDUCT ITS WORK IN THE VICINITY OF EXISTING UTILITIES 8. EXISTING IN ACCORDANCE WITH THE RESPECTIVE UTILITY'S RULES AND REGULATIONS. ANY COST INCURRED FOR ASPHALT PAVEMENT SHALL BE SAW CUT AND REMOVED AS PER THE SPECIFICATIONS. REMOVAL ASTM-C-76. PIPE SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND CHARLOTTESVILLE OFFICE SHALL REMOVING, RELOCATING OR PROTECTING UTILITIES SHALL BE BORNE BY CONTRACTOR UNLESS INDICATED BE DONE IN SUCH A MANNER AS TO NOT TEAR, BULGE OR DISPLACE ADJACENT PAVEMENT. EDGES SPECIFICATIONS. OTHERWISE. CONTRACTOR SHALL EXCAVATE TO LOCATE BURIED UTILITIES FAR ENOUGH IN ADVANCE SHALL OFBE CLEAN AND VERTICAL, ALL CUTS SHALL BE PARALLEL OR PERPENDICULAR TO THE DIRECTION 7. OF IF PRE-CAST UNITS ARE TO BE USED CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. ITS WORK TO ALLOW FOR HORIZONTAL AND /OR VERTICAL ADJUSTMENTS TO ITS WORK AND/OR THE TRAFFIC. 8. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS UTILITIES. NO ADJUSTMENT IN COMPENSATION OR SCHEDULE WILL BE ALLOWED FOR DELAYS 9.RESULTING DISPOSAL OF ALL EXCESS MATERIAL IS THE RESPONSIBILITY OF CONTRACTOR. OTHERWISE NOTED. FROM CONTRACTOR'S FAILURE TO CONTACT AND COORDINATE WITH UTILITIES. 9. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE REVISION DESCRIPTION 3. WHEN THE WORK CROSSES EXISTING UTILITIES, THE EXISTING UTILITIES SHALL BE ADEQUATELY RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL DRAINAGE CITY COMMENTS #1 CITY COMMENTS #2 CITY COMMENTS #3 SUPPORTED AND PROTECTED FROM DAMAGE DUE TO THE WORK. ALL METHODS FOR SUPPORTING AND ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED MAINTAINING THE EXISTING UTILITIES SHALL BE APPROVED BY THE RESPECTIVE UTILITY COMPANY BY THE ENGINEER. AND/OR THE ENGINEER. CONTRACTOR SHALL EXERCISE CARE TO INSURE THAT THE GRADE AND 10. 1. CONTRACTOR SHALL EXERCISE CARE, ESPECIALLY AT INTERSECTIONS AND GUTTER LINES, TO PROVIDE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS ALIGNMENT OF EXISTING UTILITIES ARE MAINTAINED AND THAT NO JOINTS OR CONNECTIONS ARE POSITIVE DRAINAGE. ANY AREAS WHERE WATER IS IMPOUNDED SHALL BE CORRECTED BY CONTRACTOR ATOF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DISPLACED. BACKFILL SHALL BE CAREFULLY PLACED AND COMPACTED TO PREVENT FUTURE DAMAGE NO ADDITIONAL OR DIFFERENT COST. POSITIVE DRAINAGE OF ALL ROADWAY AREAS TO THE STORM DRAIN INLETS OR FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY SETTLEMENT TO EXISTING UTILITIES. ANY UTILITIES REMOVED AS PART OF THE WORK, AND NOT OTHER ACCEPTABLE DRAINAGE CHANNELS AS NOTED ON THE PLANS IS REQUIRED. UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. INDICATED TO BE REMOVED OR ABANDONED, SHALL BE RESTORED USING MATERIALS AND INSTALLATION 11. 2. CONTRACTOR SHALL MAINTAIN EXISTING STREAMS, DITCHES, DRAINAGE STRUCTURES, CULVERTS AND THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE EQUAL TO THE UTILITY'S STANDARDS. FLOWS AT ALL TIMES DURING THE WORK. CONTRACTOR SHALL PAY FOR ALL PERSONAL INJURY AND COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 4. CONTRACTOR SHALL NOTIFY LANDOWNERS, TENANTS AND THE ENGINEER PRIOR TO THE INTERRUPTION PROPERTY 12. OFDAMAGE WHICH MAY OCCUR AS A RESULT OF FAILING TO MAINTAIN ADEQUATE DRAINAGE. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF ANY SERVICES. SERVICE INTERRUPTIONS SHALL BE KEPT TO A MINIMUM. 0.30 3. ALL PIPES, DI'S AND OTHER STRUCTURES SHALL BE INSPECTED BY THE ENGINEERING INSPECTOR BEFORE GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. YOUR VISION ACHIEVED THROUGH OURS. BEINGONES. 13. BACKFILLED OR BURIED. THE ENGINEERING INSPECTOR MAY REQUIRE CONTRACTOR, AT NO THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE 5. ALL RECTANGULAR WATER METER BOXES LOCATED IN SIDEWALKS SHALL BE REPLACED WITH ROUND FORECAST WEATHER CONDITIONS PER SECTION THE315 ROAD OF AND BRIDGE SPECIFICATIONS . THE ADJUSTMENT OF ALL MANHOLE TOPS, WATER VALVE BOXES, GAS VALVE BOXES AND WATER ADDITIONAL METER COST, TO UNCOVER AND RE-COVER SUCH STRUCTURES IF THEY HAVE BEEN BACKFILLED 14. THE OR OWNERS REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND BOXES SHALL BE THE RESPONSIBILITY OF CONTRACTOR. BURIED WITHOUT SUCH INSPECTION. PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). 6. THE CONTRACTOR SHALL NOTIFY THE CITY UTILITIES DIVISION AT LEAST TWO FULL WORKING 4. DAYS REMOVED IN PIPE SHALL BE THE PROPERTY OF CONTRACTOR AND IF NOT SALVAGED FOR RE-USE, SHALL BE CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF ADVANCE TO ARRANGE GAS SERVICE LINE ADJUSTMENTS TO BE PERFORMED BY THE CITY. DISPOSED OF LAWFULLY. THE SURFACE COURSE(S). 5. ALL STORM 7. ALL WATER METER, VALVES AND FIRE HYDRANT ADJUSTMENTS/RELOCATIONS SHALL BE COORDINATED OR SEWER PIPE AND DROP INLETS SHALL BE CLEARED OF DEBRIS AND ERODED MATERIAL15. ALLPRIOR VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PERFORMED BY THE CONTRACTOR IN ACCORDANCE WITH THE CITY OF CHARLOTTESVILLE PUBLICTO FINAL ACCEPTANCE. WORKS PRIOR TO CONDITIONING OF THE SUBGRADE. REQUIREMENTS. 6. ALL STORM SEWER PIPE JOINTS SHALL BE SEATED AND SEALED IN ACCORDANCE WITH THE 16. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER FOR ALL MATERIALS AND BE IN 8. CONTRACTOR SHALL REFER TO THE CHARLOTTESVILLE GAS - CONTRACTOR'S GUIDE ON ALL GASMANUFACTURER'S SERVICE SPECIFICATIONS. ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE. STANDARDS 02/18/2020 04/28/2020 06/24/2020 LINE INSTALLATION PRIOR TO THE START OF CONSTRUCTION. 7. ALL EXISTING ROOF DRAINS AND OTHER DRAINAGE CONDUIT TIED INTO EXISTING PIPE SHALL 17.BEALL TIEDNEW HANDICAP ACCESSIBLE REQUIREMENTS ON-SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH INTO NEW 12PIPE. ALL EXISTING ROOF DRAINS AND OTHER DRAINAGE CONDUIT BLOCKED OR DISRUPTED DATE 9. PER THE VIRGINIA DEPARTMENT OF HEALTH WATERWORKS REGULATIONS (PART II, ARTICLE 3, SECTION THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI A117.1-03. VAC 5-590 THROUGH 630), ALL BUILDINGS THAT HAVE THE POSSIBILITY OF CONTAMINATING THE FROM THEIR PRE-CONSTRUCTION DRAINAGE PATTERNS SHALL BE SHORTENED, EXTENDED OR18. POTABLE OTHERWISE HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. WATER DISTRIBUTION SYSTEM (HOSPITALS, INDUSTRIAL SITES, BREWERIES, ETC.) SHALL HAVE CONNECTED A TO THE NEW WORK USING MATERIALS APPROVED BY THE ENGINEERING INSPECTOR, AND IN BACKFLOW PREVENTION DEVICE INSTALLED WITHIN THE FACILITY. THIS DEVICE SHALL MEET SUCH A WAY THAT THE NEW DRAINAGE PATTERNS ARE ACCEPTABLE TO ENGINEER. SPECIFICATIONS OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, SHALL BE TESTED IN REGULAR FIRE DEPARTMENT DATE INTERVALS AS REQUIRED, AND TEST RESULTS SHALL BE SUBMITTED TO THE REGULATORY COMPLIANCE VEGETATION ADMINISTRATOR IN THE DEPARTMENT OF UTILITIES. 1. BUILDING STREET NUMBERS SHALL BE PLAINLY VISIBLE FROM STREET. 11/11/2019 2. A KNOXBOX KEY BOX SHALL BE MOUNTED TO THE SIDE OF THE FRONT OR MAIN ENTRANCE. 10. ALL BUILDINGS THAT MAY PRODUCE WASTES CONTAINING MORE THAN ONE HUNDRED (100) PARTS PER PRIOR TO REMOVING ANY VEGETATION, CONTRACTOR SHALL MEET WITH THE PROPERTY OWNERS,AN MILLION OF FATS, OIL, OR GREASE SHALL INSTALL A GREASE TRAP. THE GREASE TRAP SHALL1.MEET 3. THEELEVATOR KEYBOX WILL BE REQUIRED. DRAWN BY 4. LANDSCAPE ARCHITECT, AND THE ENGINEER TO REVIEW THE LIMITS OF CONSTRUCTION AND OBTAIN OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13.5'. SPECIFICATIONS OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, MAINTAIN RECORDS OF 5. AN APPROVED WATER SUPPLY DURING CONSTRUCTION SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE K. MELLON CLEANING AND MAINTENANCE, AND BE INSPECTED ON REGULAR INTERVALS BY THE REGULATORYPERMISSION TO REMOVE VEGETATION REQUIRED TO DO THE WORK. MATERIAL ARRIVES ON SITE. COMPLIANCE ADMINISTRATOR IN THE DEPARTMENT OF UTILITIES. 2. TREE AND PLANT ROOTS OR BRANCHES THAT MAY INTERFERE WITH THE WORK SHALL BE TRIMMED OR CUT DESIGNED BY ONLY WITH THE APPROVAL OF THE OWNER, LANDSCAPE ARCHITECT, AND ENGINEER. ANY TREES OR6. IF THE FLOOR LEVEL OF THE HIGHEST STORY IS MORE THAN 30' ABOVE THE LOWEST LEVEL OF FIRE 11. PLEASE CONTACT THE REGULATORY COMPLIANCE ADMINISTRATOR AT 970-3032 WITH ANY QUESTIONS DEPARTMENT VEHICLE ACCESS, THEN A CLASS I STANDPIPE SYSTEM MUST BE INSTALLED IN ADDITION TO THE REGARDING THE GREASE TRAP OR BACKFLOW PREVENTION DEVICES. PLANTS WHICH ARE SHOWN TO REMAIN THAT DO NOT INTERFERE WITH THE WORK, BUT ARE DAMAGED BY K. MELLON CONTRACTOR OR HIS SUBCONTRACTORS, SHALL BE REPAIRED OR REPLACED BY CONTRACTOR AT NO SPRINKLER SYSTEM. ADDITIONAL COST. 7. WHERE A BUILDING HAS BEEN CONSTRUCTED TO A HEIGHT GREATER THAN 50' OR FOUR STORIES, AT LEAST CHECKED BY ONE TEMPORARY LIGHTED STAIRWELL SHALL BE PROVIDED UNLESS OR MORE PERMANENT STAIR AS THE ARE ERECTED EROSION CONTROL & WORK AREA PROTECTION AND MAINTENANCE 3. REFER TO THE LANDSCAPE ARCHITECTURE PLANS FOR NOTES ON TREE PROTECTION, ROOT PRUNING, CONSTRUCTION PROGRESSES. C. KOTARSKI PLANT REMOVALS, AND SOIL COMPACTION. 8. BUILDINGS FOUR OR MORE STORIES IN HEIGHT SHALL BE PROVIDED WITH NOT LESS THAN ONE STANDPIPE SCALE 1. ALL FENCES REQUIRED TO BE REMOVED OR DISTURBED BY CONSTRUCTION SHALL BE SALVAGED, STORED, OR USE DURING CONSTRUCTION. SUCH STANDPIPES SHALL BE INSTALLED WHEN THE PROGRESS OF TRAFFIC PROTECTED AND RE-INSTALLED BY CONTRACTOR. IF SUCH FENCE MATERIAL CANNOT BE REUSED DUEANDTO SIGNAGE CONSTRUCTION IS NOT MORE THAN 40' IN HEIGHT ABOVE THE LOWEST LEVEL OF FIRE DEPARTMENT ACCESS. N/A DAMAGE CAUSED BY CONTRACTOR, CONTRACTOR SHALL INSTALL NEW FENCE OF THE SAME TYPE OF SUCH STANDPIPE SHALL BE PROVIDED WITH FIRE DEPARTMENT HOSE CONNECTIONS AT ACCESSIBLE MATERIAL. TEMPORARY FENCING REQUIRED BY PRIVATE PROPERTY OWNERS SHALL BE PROVIDED BY LOCATIONS ADJACENT TO USABLE STAIRS. SUCH STANDPIPES SHALL BE EXTENDED AS CONSTRUCTION 1. ALL CONTRACTOR. CONTRACTOR IS ADVISED TO CONTACT PROPERTY OWNERS AT LEAST FORTY-EIGHT (48) TEMPORARY NO PARKING REQUIREMENTS SHALL BE PROVIDED BY CONTRACTOR WITH APPROVAL OF PROGRESSES TO WITHIN ONE FLOOR OF THE HIGHEST POINT OF CONSTRUCTION HAVING SECURED DECKING OR FLOORING. THE HOURS IN ADVANCE OF REMOVING ANY FENCE IN ORDER TO COORDINATE RELOCATION AND TO ESTABLISH TRAFFIC ENGINEER. 9. SMOKING TO BE ALLOWED IN ONLY DESIGNATED SPACES WITH PROPER RECEPTACLES. "NO SMOKING" SIGNS 2. AND CONFIRM WITH THE OWNER THE PRE-CONSTRUCTION CONDITION OF ANY FENCE TO BE REMOVED,CONTRACTOR SHALL PROVIDE NECESSARY REFLECTORS, BARRICADES, TRAFFIC CONTROL DEVICESSHALL BE AND/OR POSTED AT EACH BUILDING SITE AND WITHIN EACH BUILDING DURING CONSTRUCTION. DISTURBED OR REPLACED. FLAG PERSONS TO INSURE THE SAFETY OF ITS WORKERS AND THE PUBLIC. 10. WASTE DISPOSAL OF COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH 2. CONTRACTOR IS PERMITTED TO WORK IN THE PUBLIC RIGHT-OF-WAY AND ANY TEMPORARY OR 3. PERMANENT CONTRACTOR SHALL MAINTAIN SAFE AND PASSABLE PUBLIC ACCESS TO PROPERTIES AND THE PUBLIC WORKDAY. EASEMENT SHOWN ON THE PLANS. HOWEVER, CONTRACTOR SHALL NOTIFY PROPERTY OWNER(S) RIGHT-OF-WAY DURING CONSTRUCTION. EXCEPT AS APPROVED IN ADVANCE IN WRITING BY11. THE CUTTING AND WELDING. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL BE DONE IN FORTY-EIGHT (48) HOURS PRIOR TO WORKING ON ANY PRIVATE PROPERTY TO COORDINATE ACCESS ENGINEER, AND TWO WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES THROUGH WORK AREAS WITHIN ACCORDANCE THE WITH CHAPTER 35, OF THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, ADDRESSING These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not TO DETERMINE A STORAGE AREA FOR MATERIALS IF NEEDED. COORDINATION OF ACCESS TO PUBLICPUBLIC RIGHT-OF-WAY. THESE TRAFFIC CONTROLS SHALL BE IN ACCORDANCE WITH THE MOST CURRENT WELDING AND HOTWORK OPERATIONS. RIGHT-OF-WAY AND STORAGE OF MATERIALS THEREON SHALL BE COORDINATED WITH THE ENGINEER. 12. FIRE MUTCD MANUAL. ACCESS FOR EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL TIMES. ADDITIONALLY EXINGUISHERS SHALL BE PROVIDED WITH NOT LESS THAN ONE APPROVED PORTABLE FIRE EXTINGUISHER CONTRACTOR'S FAILURE TO SO NOTIFY AND COORDINATE WITH PROPERTY OWNERS AND/OR THECONTRACTOR SHALL PROVIDE ADEQUATE PEDESTRIAN BARRIERS AND MAINTAIN PEDESTRIAN AT EACH STAIRWAY ON ALL FLOOR LEVELS WHERE COMBUSTIBLE METERIALS HAVE BEEN ACCUMULATED. ENGINEER MAY RESULT IN DELAYS. NO ADDITIONAL COMPENSATION OR TIME FOR PERFORMANCE CIRCULATION WILL BE DURING CONSTRUCTION. 13. REQUIRED VEHICLE ACCESS FOR FIRE FIGHTING SHALL BE PROVIDED TO ALL CONSTRUCTION OR DEMOLITION SITES. VEHICLE ACCESS SHALL BE PROVIDED WITHIN 100' OF TEMPORARY OR PERMANENT FIRE DEPARTMENT KAPPA KAPPA GAMMA HOUSE GIVEN FOR ANY SUCH DELAYS. 4. EXCEPT AS OTHERWISE AUTHORIZED IN WRITING BY THE ENGINEER, THE WORK SHALL BE COORDINATED AND PERFORMED IN A MANNER SO THAT ALL EXISTING FIRE HYDRANTS SHALL BE ACCESSIBLE AT ALL CONNECTIONS. VEHICLE ACCESS SHALL BE PROVIDED BY EITHER TEMPORARY OR PERMANENT ROADS, CAPABLE 3. CONTRACTOR SHALL, AT HIS EXPENSE, MAINTAIN THE WORK SITE IN A CLEAN AND ORDERLY APPEARANCE OF SUPPORTING VEHICLE LOADING UNDER ALL WEATHER CONDITIONS. VEHICLE ACCESS SHALL BE AT ALL TIMES. ALL DEBRIS AND SURPLUS MATERIAL COLLECTED SHALL BE DISPOSED OF OFF THETIMES WORKDURING THE WORK. MAINTAINED UNTIL PERMANENT FIRE APPARATUS ACCESS ROADS ARE AVAILABLE. ALL PAVEMENT SHALL BE SITE BY CONTRACTOR, AT HIS EXPENSE. 5. CONTRACTOR SHALL NOTIFY PROPERTY OWNER(S) TWELVE (12) HOURS IN ADVANCE OF BLOCKINGCAPABLE ANY OF SUPPORTING FIRE APPARATUS WEIGHING 85,000LBS. ENTRANCE. 4. EXISTING LAWNS, TREES, SHRUBS, FENCES, UTILITIES, CULVERTS, WALLS, WALKS, DRIVEWAYS, POLES, NO ENTRANCE SHALL BE BLOCKED FOR MORE THAN TWELVE (12) HOURS IN ANY 24 HOUR 14. A PERMIT IS REQUIRED FOR FIRE LINE INSTALLATION. A DETAILED DRAWING (2 SETS) SHOWING FITTINGS AND SIGNS, RIGHT-OF-WAY MONUMENTS, MAILBOXES AND THE LIKE SHALL BE PROTECTED FROM DAMAGE PERIOD WITHOUT APPROVAL OF THE PROPERTY OWNER, EXCEPT WHERE NEW ENTRANCES ARE THRUST BLOCKS MUST BE SUBMITTED WITH THE PERMIT APPLICATION. ONCE INSTALLED, THE FIRE LINE DURING THE WORK. ANY DAMAGE CAUSED TO SUCH ITEMS SHALL BE REPAIRED OR REPLACED BY CONSTRUCTED. REQUIRES A VISUAL INSPECTION AND A PRESSURE TEST INSPECTION BY THE FIRE MARSHALL'S OFFICE. CONTRACTOR AT NO ADDITIONAL COST. PROPERTY PINS DISTURBED BY CONTRACTOR THAT 6. AREWITHIN NOT 24 HOURS OF THEIR REMOVAL, CONTRACTOR SHALL REPLACE MAILBOXES, STREET SIGNS, TRAFFIC 15. FIRE HYDRANTS, FIRE PUMP TEST HEADER, FIRE DEPARTMENT CONNECTIONS OR FIRE SUPPRESSION SYSTEM SHOWN ON THE PLANS TO BE DISTURBED SHALL BE RESTORED BY A LICENSED SURVEYOR AT SIGNS, AND THE LIKE THAT ARE REMOVED FOR CONSTRUCTION. PERMANENT OR SUITABLE TEMPORARY CONTROL VALVES SHALL REMAIN CLEAR AND UNOBSTRUCTED BY LANDSCAPING, PARKING OR OTHER OBJECTS. CONTRACTOR'S EXPENSE. ITEMS WILL BE USED AS THE STATUS OF WORK PERMITS. PERMANENT OR TEMPORARY STOP SIGNS MUST NOTES AND DETAILS LANDSCAPING IN THE AREA OF THESE ITEMS SHALL BE OF THE TYPE THAT WILL NOT ENCROACH ON THE CITY OF CHARLOTTESVILLE, VA 5. CONTRACTOR SHALL EMPLOY EROSION CONTROL DEVICES AND METHODS AS REQUIRED TO MEETBE IN PLACE AT ALL TIMES. THE REQUIRED FIVE FOOT RADIUS ON MATURITY OF THE LANDSCAPING. REQUIREMENTS AND INTENT OF THE CITY EROSION CONTROL ORDINANCE. CONTRACTOR SHALL 7. PROVIDE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE CITY TRAFFIC DIVISION ONE FULL WORKING THE NECESSARY DIVERSION DITCHES, DIKES OR TEMPORARY CULVERTS REQUIRED TO PREVENT MUDPRIOR DAY AND TO ANY CONCRETE POUR WHERE TRAFFIC AND STREET SIGNS ARE TO BE REPLACED. UPON DEBRIS FROM BEING WASHED ONTO THE STREETS OR PROPERTY. CONTRACTOR'S VEHICLES SHALL SUCHBE NOTIFICATION, THE CITY WILL PROVIDE SIGN POST SLEEVES, WHEN NEEDED, AND IDENTIFY THE KEPT CLEAN TO PREVENT MUD OR DUST FROM BEING DEPOSITED ON STREETS. NO AREA SHALL LOCATION BE LEFT WHERE SIGNS ARE TO BE PLACED. DENUDED FOR MORE THAN SEVEN (7) CALENDAR DAYS. 8. ALL SIGNAGE AND PAVEMENT MARKINGS SHALL BE SHOWN ON PLANS AND SHALL BE CONSISTENT DETENTION WITH PIPE MAINTENANCE 6. CONTRACTOR SHALL CLEAN UP, RESTORE, PERMANENTLY SEED AND MAINTAIN ALL DISTURBED AREASTHE MUTCD. IMMEDIATELY UPON COMPLETION OF WORK ON EACH SITE. TOPSOIL, SEED, FERTILIZER AND9.MULCH SHALL A TEMPORARY STREET CLOSURE PERMIT IS REQUIRED FOR CLOSURE OF SIDEWALKS, PARKING PACES, AND BE PLACED IN ACCORDANCE WITH CITY STANDARDS ON ALL DISTURBED AREAS. A PERMANENT STANDROADWAYSOF AND IS SUBJECT TO APPROVAL BY THE CITY TRAFFIC ENGINEER. GRASS ADEQUATE TO PREVENT EROSION SHALL BE ESTABLISHED PRIOR TO FINAL ACCEPTANCE. limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 7. AS DETERMINED BY THE ENGINEER, ANY DEFECTIVE, FAULTY, CRACKED, BROKEN OR GRAFFITIED MISCELLANEOUS SIDEWALKS, DRIVEWAYS, HANDICAP RAMPS OR CURB & GUTTER SHALL BE REMOVED AND REPLACED PRIOR TO FINAL ACCEPTANCE. NO ADDITIONAL PAYMENT WILL BE MADE FOR SUCH WORK. 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS, INSPECTIONS, BONDS, AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, LOCAL, STATE, AND FEDERAL EARTHWORK AND SITE CONDITIONS POLICIES. CONTACT FOR CITY STREET/SIDEWALK CUT PERMITS, PLEASE CALL (434) 970-3361. 2. THE CONTRACTOR WILL BE REQUIRED TO PLACE “DEAR NEIGHBOR” DOOR HANGER NOTIFICATIONS ON THE FRONT DOOR OF ALL RESIDENCES AFFECTED BY THE CONSTRUCTION AND “SIDEWALK” SAFETY SIGNS AT 1. EXCEPT AS OTHERWISE SHOWN ON THE PLANS, ALL CUTS AND FILLS SHALL MATCH EXISTING SLOPES EACH ORLOCATION WITH WORKING CREWS. THIS SHALL BE DONE PRIOR TO ANY WORK STARTING. BE NO GREATER THAN 2:1. 3. WATER METERS THAT ARE TO BE MOVED SHALL BE MOVED COMPLETELY IN THE SIDEWALK OR COMPLETELY 2. NO NEW SIDEWALK SHALL EXCEED 2.0% CROSS-SLOPE (PERPENDICULAR TO THE DIRECTION OF OUT OF THE SIDEWALK. WATER METERS MOVED IN THE SIDEWALK SHALL BE LOCATED WITHIN 18" OF THE PEDESTRIAN TRAFFIC). EDGE. 3. ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE 4. RETAINING WALLS WITH A MAX HEIGHT OF 12" OR LESS SHALL BE POURED IN CONTINUITY WITH THE INDICATED. SIDEWALK. 4. ALL MATERIALS AND INSTALLATION DETAILS SHALL CONFORM TO THE CITY OF CHARLOTTESVILLE 5. ALL SIGNS TO BE RELOCATED SHALL BE LOCATED WITHIN 6 INCHES BEHIND THE BACK EDGE OF THE ENGINEERING DIVISION STANDARDS AND ALL OTHER APPLICABLE CITY ORDINANCES. SIDEWALK. 5. ANY UNUSUAL OR UNANTICIPATED SUBSURFACE CONDITIONS SHALL BE IMMEDIATELY REPORTED TO THE 6. MAILBOXES SHALL BE RELOCATED TO THE FRONT OF THE SIDEWALK BUT SHALL ALSO PROVIDE A MINIMUM ENGINEER. OF 3 FEET OF CLEARANCE BEHIND THE MAILBOX TO MEET ADA REQUIREMENTS. 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND LOCATIONS PRIOR TO BEGINNING WORK, ROOF DRAINS SHALL BE ROUTED THROUGH SIDEWALK. ROOF DRAINS LARGER THAN 4" WILL 7. EXISTING AND IMMEDIATELY NOTIFY THE ENGINEER IN THE EVENT THERE ARE ANY DISCREPANCIES BETWEEN SUCH A TROUGH DRAIN REQUIRE CONDITIONS AND THOSE SHOWN ON THE PLANS AND SPECIFICATIONS. CONCRETE AND ASPHALT 1. ALL FORMS SHALL BE INSPECTED BY THE ENGINEERING INSPECTOR BEFORE ANY CONCRETE IS PLACED. THE ENGINEER INSPECTOR MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL COST, TO REMOVE AND REPLACE CONCRETE PLACED PRIOR TO OR WITHOUT SUCH INSPECTION. JOB NO. 2. ALL MATERIAL INSIDE FORMS SHALL BE CLEAN AND FREE OF ALL ROCKS AND OTHER LOOSE DEBRIS. SUB-BASE MATERIAL SHALL BE COMPACTED BY MECHANICAL MEANS. 43800 SHEET NO. C1.0 R= 14" CONTROL JOINT SPACED AT WIDTH OF WALK 1" EXPANSION JOINT AT MAX OF 30', SEE LANDSCAPE PLANS 1 4" WITH PREMOLDED EXPANSION FOR COLOR, FINISH, FILLER. SEE LANDSCAPE PLAN FOR AND SCORING JOINT LOCATIONS. 7-1/2" CONC. WALK 6' LENGTH 0.5' FROM EP 5" ANCHOR WITH 5 8" REBAR IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP COMPACTED SUBGRADE 4" 21-B STONE CONCRETE SIDEWALK JOINT DETAIL No Scale 2" CONCRETE SIDEWALK PAVEMENT SECTION CONCRETE BUMPER BLOCK No Scale 4" VDOT BM 25.0A ANCHOR WITH 5/8" REBAR PRECAST CONCRETE WHEEL STOP IMBEDDED 24" IN GROUND 6" HANDICAP SIGN No Scale LOCATION (VAN) HANDICAP SIGN LOCATION (TYP.) EOP EDGE OF PAVEMENT 2% MAX. 18' 18' 4" 4" PAINTED 2" STRIPE (TYPICAL) 8' 5' 8' 8' 8' 8.5' 4" VDOT BM 25.0A TYPICAL VAN 6" ACCESSIBLE ACCESSIBLE HANDICAP SPACES REGULAR SPACE 6' ABOVE 6' ABOVE FINISHED FINISHED GRADE GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING TYPICAL PARKING SPACE DETAILS SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL No Scale BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. VA. SIGN FOR THE DISABLED ON 0.80 GAUGE SIGN ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, STD. U POST WHITE BACKGROUND. GALVANIZED PARKING SIGNS FOR THE DISABLED No Scale 6' POST TO BE DRIVEN 6" EP 2' SEE SHEET C5.0 SIGN AND POST DETAIL CURB TRANSITION DETAIL No Scale No Scale S:\103\43800-KKG_House\DWG\Sheet\CD\C1.1 - NOTES AND DETAILS 2.dwg | Plotted on 6/24/2020 10:55 AM | by Kim Mellon EX. C/L PVMT. EXISTING PAVEMENT PROPOSED PAVEMENT SAWCUT THROUGH EX. E/P MATCH EX. CROSS EX. SURFACE SLOPE UNLESS OTHERWISE COURSE SPECIFIED ON PLANS & REMOVE PAVEMENT PROPOSED 2' MIN. SURFACE 2" + COURSE EXISTING PAVEMENT MILL EX. SURFACE COURSE SAWCUT EX. BASE COURSE EDGE OF PAVEMENT AGGR. BASE NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT PAVEMENT REPLACEMENT JOINT DETAIL No Scale BAYFILTER NOTES AND MAINENANCE: THIS DRAWING PREPARED AT THE YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE 608 Preston Avenue, Suite 200 | Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com DATE REVISION DESCRIPTION KAPPA KAPPA GAMMA HOUSE 02/18/2020 CITY COMMENTS #1 04/28/2020 CITY COMMENTS #2 N/A DATE CITY OF CHARLOTTESVILLE, VA SCALE 06/24/2020 CITY COMMENTS #3 C1.2 JOB NO. DRAWN BY SHEET NO. 43800 CHECKED BY K. MELLON K. MELLON DESIGNED BY 11/11/2019 C. KOTARSKI NOTES AND DETAILS These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. THIS DRAWING PREPARED AT THE YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE 608 Preston Avenue, Suite 200 | Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com DATE REVISION DESCRIPTION KAPPA KAPPA GAMMA HOUSE 02/18/2020 CITY COMMENTS #1 04/28/2020 CITY COMMENTS #2 N/A DATE CITY OF CHARLOTTESVILLE, VA SCALE 06/24/2020 CITY COMMENTS #3 C1.3 JOB NO. DRAWN BY SHEET NO. 43800 CHECKED BY K. MELLON K. MELLON DESIGNED BY 11/11/2019 C. KOTARSKI SPECIAL USE PERMIT CONDITIONS These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. SSMH TOP: 542.80' SA N SSMH TOP: 548.85' IN: 542.90' IF OUT: 542.35' CTMP 050053000 SA N LOT 38 SSMH 18.39' TO AN IF WEST RANGE CASTLE DANGO, LLC N 27°12'11" E TOP = 545.30 INST 201100003073 SSMH IO = 5 DB 799 PG 818-822 TOP: 545.30' 4 IN: 541.74' II = 54 1.39 (8" PV DB 782 PB 473 1.74 (8 C) DB 478 PG 778 II = 54 IN: 541.72' SAN 1.72 (6 " TC) 1.17' STMH " TC) DB 400 PG 763 (BLA) OUT: 541.39' TOP: 543.87' DB 236 PG 409 IS ON TW: 549.82' SAN IN: 537.17' DB 135 PG 229 LINE APPROXIMATE LOCATION OF PAINT MARKING ON WALL. NF IN SAN ZONING: R-3H NO OTHER EVIDENCE OF BURIED DRAINAGE STRUCTURE SA N2 WALL S 44 PRESENT USE: FATERNITY/SORORITY HOUSE LOCATED IN THE FIELD. N 8°2 2.00 °09' 0.35 5'14" W ' 35" PRI VAT SAN 6" TC SA ' (TI E 4 E ST NITAR IF ON 1.37 Y SEW SSMH E) ' (TO O ER L RET CRETE EAS RM DR CON LINE 39.3 T AL) SAN INE TOP: 565.83' WA ING 7' DB E M AIN 408 ENT AGE AIN IN: 561.01' LL PG GRATE NS 150 SAN OUT: 560.81' TOP: 549.61' (AVG) 550 SAN IN: 547.31' APPRO XIMAT OUT: 546.46' E S3 DB 408 LOCATION 1 SAN 9°2 PG 150 2"/15" 3" WATERLINE 8'0 (DEED RCP S 6" E OF EA TOR INV = TW: 549.79' SEMEN M PIPE SAN 553.78 31. T) 102.04' TO A BIF CONCRETE 6" PB 63' N 26°39'11" E SA RETAINING WALL NS S 57°27'10" E N 3" PB 3" PB 20.23' LP NS 556 550 RETAINING WALL SSMH X CONCRETE 3" PB 3" PB PAD 5' SBL (SUP) TOP = 558.70 S4 2 HVAC 3 HVAC WOOD 2 HVAC 6" PB 3" PB 0°5 4'0 3" PB SDMH DI 558 3" PB 0" E 3" PB 3" PB GUY 36.3 18" GP TOP = 565.70 TOP = 565.47 W GUY MAPLE 6" PB W FP 1' GUY 18" RCP/TC 552 15" 0 FP 56 FP GUY TREE FP STORM PIPE CTMP 050053000 FP FP FP FP W S 65°03'08" E IO = 559.50 X PARTS OF LOTS 40 AND 41 562 IS 16.00' IS II = 560.05 IO = 560.87 N 27°13'53" E 98.50' (TOTAL) 4 NEIGHBORHOOD INVESTMENTS--LL, LLC 55 INST 201500003845 FFE: FLAGSTONE WALKWAY G OHU SA INST 201400003715 565.81' N INST 20120000429 G W G 25' SBL (EX/SUP) DB 1008 PG 760 GAS LINE 12" CI WATERLINE GM 5-6" HOLLY W 97.33' DB 956 PG 206 X 1.5" WM DB 682 PG 370 DB 434 PG 670 4 56 ZONING: R-3H CONCRETE WALKWAY STMH PRESENT USE: FRATERNITY/SORORITY UP TOP: 565.70' HOUSE 25' SBL (SUP) IN: 560.05' G OUT: 559.50' X OHU APPROXIMATE LOCATION OF 4" SANITARY CTMP 050052000 CONCRETE RETAINING WALL (EASTERN LOT 39 W SEWER CONNECTION 13,894 SQFT PROPERTY LINE - DB 434 PG 670) 4 56 0.319 AC X VARIABLE WIDTH PU G CONCRETE WALKWAY DB 799 PG 818-822 RIGHT-OF-WAY RUGBY ROAD DB 135 PG 229 W OHU W X W N 43 S 24°56'53" W 106.1 °26' 35" W FDC BLIC 79.8 15" HOLLY 9' T FFE: O AN 554.91' 4 IF 55 DRAIN APPROX. LOCATION X OHU OF EXISTING 6" DI FIRE SERVICE TO NS REMAIN 1' OH U 24' W UP TW: 552.72' 4" DW BRICK WALL OHU 6 55 BRICK WALL 560 OHU 4" DW OHU 8 OHU 55 3" DW 3" DW 4 55 OH OHU 5" DW 15' S CONCRETE WALKWAY U BL ( SUP W 22' CON BRI ) S:\103\43800-KKG_House\DWG\Sheet\CD\C2.0 - EXISTING CONDITIONS.dwg | Plotted on 6/24/2020 10:56 AM | by Kim Mellon 562 CRE CK TE N 44 OHU WA LL APR °07' ON 50" W 1 50.1 9' OHU APPROXIMATE LOCATION OF EXISTING POWER POLE OHU CON OHU OH CRE TO REMAIN T 18" OAK U EW OHU CONCRETE WALKWAY WV ALK WAY GUY VAR ENC WV IAB ROA LE LAM CHE GUY W ING OHU WV RES THE WIDTH BETH L S UP S/E GRE OF T RECT PRIVA ANE GUY GUY GUY DI ±13 SS H O T UP APP 0' T OR EAS E UNIV RS AN E RIGH OHU TOP = 565.07 R EME E D T EXI OX. L UG BY NT RSITY VISITO -OF-W STI O (KA AY OH RO O RS NG CATIO DB P F OHU AD 395 PA KA VIRGIN U STREET STONE WALL HY IO = 563.96 DR N OF PG P I AN 251 PA GA A SIGN T MM NS OHU R AF GUY HC RAT E RNI TY) APPROXIMATE LOCATION OF INV = 563.13 UP UNDERGROUND ELECTRIC/TELECOM R25' SERVICE TO BUILDING. LOCATION TO BE CONFIRMED BY PRIVATE UTILITY COMPANIES PRIOR TO CONSTRUCTION. DI TOP = 564.71 GRATE WV TOP: 564.71' (AVG) INVERT: 563.13' WV (FILLED WITH DIRT) SSMH TOP: 542.80' SA N SSMH TOP: 548.85' IN: 542.90' IF OUT: 542.35' CTMP 050053000 SA LOT 38 N SSMH 18.39' TO AN IF WEST RANGE CASTLE DANGO, LLC N 27°12'11" E TOP = 545.30 INST 201100003073 SSMH IO = 5 DB 799 PG 818-822 TOP: 545.30' 4 IN: 541.74' II = 54 1.39 (8" PV DB 782 PB 473 1.74 (8 C) DB 478 PG 778 II = 54 IN: 541.72' SAN 1.72 (6 " TC) 1.17' STMH " TC) DB 400 PG 763 (BLA) OUT: 541.39' TOP: 543.87' DB 236 PG 409 IS ON TW: 549.82' SAN IN: 537.17' DB 135 PG 229 LINE REMOVE CONCRETE NF IN ZONING: R-3H RETAINING WALLS SAN PRESENT USE: FATERNITY/SORORITY HOUSE SA N2 WALL S 44 N 8° 2.00 °09' 0.35 25'14" ' 35" PRI V SAN 6" TC SA ' (T W E 4 ATE NITAR IF ON 1. ST Y SEW REMOVE GRATE INLET AND MODIFYIE) 39.3 37' (TO EAS ORM D RET CRET E SAN R LINE CO LINE TAL WA NING DOWNSTREAM STORM LINE 7' DB EM R ) 408 ENT AINAGE N AI PG CUT AND REMOVE ASPHALT LL GRATE NS 150 THAT EXTENDS ONTO PROPERTY SAN TOP: 549.61' (AVG) REMOVE EXISTING HVAC SYSTEM 550 E IN: 547.31' APPRO SAN OUT: 546.46' XIMAT S3 DB 408 E LOCATION 3" WATERLINE SAN 9°2 PG 150 12"/15" 8'0 ( D EED O R C 6" E F EAS P STORM PI INV = TW: 549.79' EMEN PE REMOVE BOLLARD (TYP.) SAN 553.78 102.04' TO A BIF CONCRETE 6" PB 31. T) 63' NS N 26°39'11" E SA RETAINING WALL S 57°27'10" E REMOVE FENCE POST (TYP.) 3" PB 3" PB N 20.23' L NS 556 EXISTING CONCRETE WALL TO P 550 RETAINING WALL CONCRETE X REMAIN ALONG WESTERN 3" PB 3" PB TREES TO REMAIN PAD 5' SBL (SUP) S4 PROPERTY LINE. REMOVE EXISTING 2 HVAC 3 HVAC WOOD 0°5 2 HVAC 6" PB 3" PB 4 3" PB 3" PB 3" PB SDMH 558 FENCING ON TOP OF WALL. 3" PB '00" E 18" TOP = 565.70 W 36.3 GP W FP MAPLE15" 18" RCP/TC 552 6" PB 1'FP 0 56 FP TREE FP STORM PIPE CTMP 050053000 FP FP FP FP REMOVE WOOD W S 65°03'08" E IO = 559.50 X PARTS OF LOTS 40 AND 41 RELOCATE GAS METER 562 RETAINING WALL IS 16.00' IS II = 560.05 IO = 560.87 N 27°13'53" E 98.50' (TOTAL) 4 NEIGHBORHOOD INVESTMENTS--LL, LLC AND SERVICE LINE 55 INST 201500003845 FLAGSTONE WALKWAY G OHU SA INST 201400003715 N INST 20120000429 G W G X 25' SBL (EX/SUP) DB 1008 PG 760 PORTION OF SANITARY GAS LINE 5-6" HOLLY 12" CI WATERLINE SEWER LINE TO REMOVED GM W 97.33' DB 956 PG 206 X REMOVE CURB 1.5" WM DB 682 PG 370 REMOVE STAIRS DB 434 PG 670 4 56 ZONING: R-3H CONCRETE WALKWAY EXISTING GAS LINE TO BE PRESENT USE: FRATERNITY/SORORITY CAPPED AND REMAIN IN HOUSE ORDER TO MINIMIZE UP 25' SBL (SUP) DISTURBANCE OF SAWCUT (TYP.) X OHU ADJACENT TREE ROOTS. REMOVE ASPHALT APPROXIMATE (STONE BASE TO BE REUSED) CTMP 050052000 LOCATION OF 4" SANITARY REMOVE EXISTING CONCRETE RETAINING WALL (EASTERN LOT 39 W SEWER CONNECTION BUILDING WALL (TYP.) 13,894 SQFT PROPERTY LINE - DB 434 PG 670) 4 56 0.319 AC X VARIABLE WIDTH PU CONCRETE WALKWAY DB 799 PG 818-822 RIGHT-OF-WAY RUGBY ROAD DB 135 PG 229 W OHU W RELOCATE FDC REMOVE DRAIN AND X W DOWNSTREAM PIPE N 43 S 24°56'53" W 106. °26' RETAIN EXISTING 35" W 7 9.89 ' TO SECTION OF WALL FDC X 15" HOLLY BLIC 4 A N IF REMOVE STAIRS (TYP.) 55 DRAIN APPROX. LOCATION X OHU REMOVE EXISTING OF EXISTING 6" DI BUILDING WALL (TYP.) FIRE SERVICE TO NS REMAIN OH 11' U 24' W UP TW: 552.72' 4" DW REMOVE CURB OHU X BRICK WALL 6 55 RELOCATE LIGHT/ UTILITY X X BRICK WALL 560 OHU OHU 8 4" DW OHU POLE 3" DW 55 X 3" DW X 4 55 OH OHU 5" DW 15' S CONCRETE WALKWAY U BL ( W 22' S UP) CON BRI REMOVE AND 562 CRE OHU CK REPLACE CONCRETE T EA N 44 WA PRO °07' LL 50" S:\103\43800-KKG_House\DWG\Sheet\CD\C1.0 DEMOLITION.dwg | Plotted on 6/24/2020 10:57 AM | by Kim Mellon APRON N REMOVE BRICK W 1 WALLS (TYP.) 50.1 OHU 9' OHU CON OHU OH EXISTING SIDEWALK C RET OHU 18" OAK U E WAL CONCRETE WALKWAY WV TO REMAIN KWA VAR Y EN WV IAB CRO TREE TO REMAIN LE LAM W ING ACH OHU WV RES THE WIDT BETH ES SAWCUT UP S/E H L ±13 GRE OF TH RECT PRIV ANE (TYP.) DI UP APP 0' T S SE E OR AT OHU TOP = 565.07 R OR ASEUNIVERS AND E RIGH EXI OX. L UG BY M ENT SITY VISIT T-OF- STI OH NG OCAT RO AD D B 39 (KAP OF VI ORS WAY STREET IO = 563.96 OHU U STONE WALL HY ION 5 PG PA K RGIN DR AN OF 251 APPA IA SIGN NS T R LEGEND: GAM HC MA FRA T ERN ITY ) REMOVE CONCRETE INV = 563.13 UP R25' REMOVE ASPHALT DI REMOVE RETAINING WALL TOP = 564.71 X REMOVE TREE GRATE WV TOP: 564.71' (AVG) INVERT: 563.13' WV SAWCUT (FILLED WITH DIRT) EROSION AND SEDIMENT CONTROL NARRATIVE: MINIMUM STANDARDS : GENERAL EROSION AND SEDIMENT CONTROL NOTES: PROJECT DESCRIPTION AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE ES-1: UNLESS OTHERWISE INDICATED, CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND THIS PROJECT INCLUDES THE CONSTRUCTION OF AN ADDITION TO THE EXISTING BUILDING AND PARKING CONSISTENT WITH THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS: STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES ACCORDING TO MINIMUM LOT MODIFICATIONS, AS WELL AS MODIFICATIONS TO THE EXISTING HARDSCAPING AND LANDSCAPING STANDARDS AND SPECIFICATIONS OF THE LATEST EDITION OF THE AROUND THE BUILDING. THE LIMITS OF DISTURBANCE 0.26 ACRES IS. MS-1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS AND SEDIMENT CONTROL HANDBOOK WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. EROSION AND SEDIMENT CONTROL REGULATIONS. ADJACENT PROPERTY TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED THE NORTHEASTERN AND THE NORTHWESTERN PROPERTY LINES ARE BOUNDED BY PRIVATE RESIDENCES. AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN ES-2: THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY WILL MAKE A THE SOUTHEASTERN BORDER IS BOUNDED BY RUGBY ROAD. THE SOUTHWESTERN PROPERTY LINE IS 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT CONTINUING REVIEW AND EVALUATION OF THE METHODS AND EFFECTIVENESS OF THE BOUNDED BY LAMBETH LANE. ALL EXISTING BUILDING STRUCTURES ADJACENT TO THE PROPERTY SHALL DORMANT FOR MORE THAN ONE YEAR. EROSION CONTROL PLAN. REMAIN AND BE PROTECTED DURING CONSTRUCTION. MS-2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALLES-3: PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST EXISTING SITE CONDITIONS BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS STEP IN CLEARING, GRADING, OR LAND DISTURBANCE. THE SITE CURRENTLY CONSISTS OF ONE (1) BUILDING AND AN ASPHALT PARKING LOT. EXISTING SLOPESRESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL ARE APPROXIMATELY 10% IN THE PARKING AREA ON THE PROPERTY. A MAJORITY OF THE SITE DRAINS SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY ES-4: MAINTAIN A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN ON THE TOWARDS AN EXISTING GRATE INLET IN THE NORTHERN CORNER OF THE SITE IN BOTH THE PRE AND POSTTRANSPORTED FROM THE PROJECT SITE. SITE AT ALL TIMES. CONDITIONS. SEE SHEET C5.1 FOR DRAINAGE AREA INFORMATION. MS-3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT ES-5: PRIOR TO COMMENCING LAND-DISTURBING ACTIVITIES IN AREAS OTHER THAN ASPHALT PAVEMENT WILL REMAIN IN PLACE FOR AS LONG AS POSSIBLE DURING CONSTRUCTION TO OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFFSITE BORROW OR REDUCE THE AMOUNT DISTURBED SOIL ON SITE. SILT FENCE WILL BE USED TO PREVENT ANY CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, WASTE AREA), SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE STORMWATER RUNOFF FROM EXITING THE SITE UNTREATED. MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. ARCHITECT/ENGINEER AND THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY FOR REVIEW AND ACCEPTANCE. OFF-SITE AREAS MS-4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER THE DRIVEWAY INTERSECTING LAMBETH LANE WILL BE DISTURBED AND MODIFIED. MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ES-6: PROVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION ANY LAND-DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE AND SEDIMENTATION AS DETERMINED BY THE RESPONSIBLE LAND DISTURBER. CRITICAL EROSION AREAS LAND DISTURBANCE TAKES PLACE. (MODIFIED NOTE) THERE ARE NO CRITICAL EROSION AREAS ON THIS SITE. MS-5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, ES-7: ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT EROSION AND SEDIMENT CONTROL MEASURES DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. ALL TIMES DURING LAND-DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS ANDMS-6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED ES-8: DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE, SPECIFICATIONS OF THE CURRENT ADDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. ENSURE THAT PUMP INLET IS KEPT ABOVE SETTLED SEDIMENT. HANDBOOK. THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING JURISDICTION. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS ES-9: INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF- PRODUCING PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS RAINFALL EVENT. MAKE ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE STORMWATER RUNOFF CONSIDERATIONS LESS THAN THREE ACRES. EFFECTIVENESS OF THE EROSION CONTROL DEVICES IMMEDIATELY. STORMWATER RUNOFF WILL BE DETAINED IN STORAGE PIPES AND TREATED ONSITE USING STORMWATER CARTRIDGE FILTERS. SEE SHEET C5.1 FOR PERMANENT STRUCTURES INFORMATION. B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM SOILS INFORMATION DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLEDENTIREBY A SITE IS CLASSIFIED AS 119- CULLEN - URBAN LAND COMPLEX - 7 TO 15 PERCENT STRUCTURAL PRACTICES: SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BESLOPES, 134 60 TO 120 INCHES TO RESTRICTIVE FEATURES. HYDROLOGIC SOIL GROUP B. 1. TEMPORARY CONSTRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE SHALL BE CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, PROVIDED AT THE LOCATION INDICATED ON THE PLANS. IT IS IMPERATIVE THAT THIS MEASURE BE MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A 25-YEAR STORM OF MAINTAINED THROUGHOUT CONSTRUCTION. ITS PURPOSE IS TO REDUCE THE AMOUNT OF MUD 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST 2. STORM DRAIN INLET PROTECTION - 3.07 STONE FILTERS SHALL BE PLACED AT THE INLET OF ALL WHILE THE SEDIMENT BASIN IS UTILIZED. DRAINAGE STRUCTURES AS INDICATED ON PLANS. ITS PURPOSE IS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION. MS-7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL 3. SILT FENCE BARRIER- 3.05 SILT FENCE SEDIMENT BARRIERS SHALL BE INSTALLED DOWNSLOPE OF MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT-LADEN RUNOFF FROM SHEET FLOW AS YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE INDICATED. ITS PURPOSE IS TO INTERCEPT SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREASSTABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. AND PREVENT SEDIMENT FROM LEAVING THE SITE. 4. DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT TO MS-8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS SURFACE AND AIR MOVEMENT. CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. VEGETATIVE PRACTICES: 3. TOPSOIL (TEMPORARY STOCKPILE) - 3.30 TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE GRADEDMS-9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER AND STOCKPILED FOR LATER SPREADING. STOCKPILE LOCATIONS SHALL BE LOCATED ONSITE AND PROTECTION SHALL BE PROVIDED. SHALL BE STABILIZED WITH TEMPORARY SILT FENCE AND VEGETATION. 4. TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN MS-10.ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE 30 DAYS SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY PROTECTED SO THAT SEDIMENT-LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM FOLLOWING GRADING OF THOSE AREAS. SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. TIME OF YEAR IT IS APPLIED. 5. PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL VEGETATIVE MS-11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE COVER BY PLANTING SEED TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND ENHANCE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR NATURAL BEAUTY. PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL 6. SOIL STABILIZATION BLANKETS & MATTING - 3.36 A PROTECTIVE COVERING BLANKET OR SOIL AND RECEIVING CHANNEL. STABILIZATION MAT SHALL BE INSTALLED ON PREPARED PLANTING AREAS OF CHANNELS TO PROTECT AND PROMOTE VEGETATION ESTABLISHMENT AND REINFORCE ESTABLISHED TURF. MS-12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK MANAGEMENT STRATEGIES AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE 1. PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING. MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. 2. ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN ORDER TO EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE MINIMIZE PERIMETER CONTROLS. COVER MATERIALS. 3. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGER REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW. MS-13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING PERMANENT STABILIZATION CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. ALL NON-PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISHED GRADING. SEEDING SHALL BE IN ACCORDANCE WITH STD. &MS-14. SPEC. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN 3.32, PERMANENT SEEDING. SEED TYPE SHALL BE AS SPECIFIED FOR "MINIMUM CARE LAWNS" AND OR CROSSING LIVE WATERCOURSES SHALL BE MET. "GENERAL SLOPES" IN THE HANDBOOK FOR SLOPES LESS THAN 3:1. FOR SLOPES GREATER THAN 3:1, SEED TYPE SHALL BE AS SPECIFIED FOR "LOW MAINTENANCE SLOPES" IN TABLE 3.32-D OF THE MS-15.THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER S:\103\43800-KKG_House\DWG\Sheet\CD\C3.0 - EROSION AND SEDIMENT CONTROL NOTES AND DETAILS.dwg | Plotted on 6/24/2020 10:57 AM | by Kim Mellon HANDBOOK. FOR MULCH (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED SURFACES. IN ALL SEEDING WORK IN THE WATERCOURSE IS COMPLETED. OPERATIONS SEED, FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING. MS-16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE SEQUENCE OF INSTALLATION FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: PHASE 1 - SHEET C3.1 1. A PRE-CONSTRUCTION MEETING IS REQUIRED WITH THE CITY OF CHARLOTTESVILLE E&S INSPECTOR,A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. CONTRACTOR, OWNER, AND ENGINEER. THIS MEETING SHALL TAKE PLACE ON SITE. 2. PRIOR TO DEMOLITION BEGINNING, THE CONTRACTOR SHALL INSTALL THE CONSTRUCTION ENTRANCE B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. AS WELL AS ALL INLET PROTECTION AND SILT FENCE. 3. AFTER ALL ESC ITEMS SHOWN ON THE PHASE 1 E&S PLAN ON SHEET C3.1 ARE INSTALLED AND C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH INSPECTED BY THE CITY E&S INSPECTOR, CONTRACTOR CAN BEGIN DEMOLITION, GRADING, AND THE AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER CONSTRUCTION OF PROPOSED RETAINING WALLS. THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY. 4. INSPECT SILT FENCE DAILY TO ENSURE THAT IT IS FUNCTIONING PROPERLY. ADDITIONAL MEASURES OR MODIFICATIONS TO EXISTING MEASURES MAY BE REQUESTED BY CITY INSPECTOR TO ENSURE D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN THAT SEDIMENT LADEN RUNOFF IS PREVENTED FROM LEAVING THE SITE. ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. 5. TEMPORARILY SEED DENUDED AREAS PER VESCH STANDARDS. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE PHASE 2 - SHEET C3.2 REGULATIONS. 1. RELOCATE CONSTRUCTION ENTRANCE PER PHASE 2 E&S PLAN ON SHEET C3.2. 2. INSTALL ADDITIONAL INLET PROTECTION WHERE SHOWN ON THE PHASE 2 E&S PLAN ON SHEET C3.2,F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. AS THE STORM SYSTEM (INCLUDING UNDERGROUND DETENTION) IS CONSTRUCTED AND BECOMES OPERATIONAL. MS-17.WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, 3. FINE GRADE PROJECT AREA. APPLY PERMANENT SOIL STABILIZATION WITHIN SEVEN DAYS AFTER PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR FINAL GRADE IS ACHIEVED. TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED 4. ALL STORMWATER PIPING AND STRUCTURES SHALL BE INSPECTED FOR SILT/SEDIMENT. IF PRESENT, PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE OR SILT/SEDIMENT SHALL BE CLEANED OUT FOR THE SYSTEM TO THE SATISFACTION OF THE E&S END OF EACH DAY. SEDIMENT SHALL REMOVED BE FROM THE ROADS BY SHOVELING OR INSPECTOR. SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET 5. MULCH AND SEED ALL AREAS TO BE GRASS IN FINAL CONDITION AS SOON AS FINAL GRADE IS WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS ACHIEVED. PREVIOUSLY PAVED AREAS SHALL BE ROTOTILLED WITH 6" OF AMENDED TOP SOIL PRIOR PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER TO PERMANENT SEEDING BEING APPLIED. LAND-DISTURBING ACTIVITIES. 6. ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION CONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE E&S INSPECTOR. MS-18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES MAINTENANCE ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AND REPAIR OF ALL E&SC MEASURES AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE INDICATED ON SHEETS C3.1 & C3.2. DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. MS-19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE STANDARDS AND CRITERIA LISTED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, CHAPTER 8 PAGES 20-24. 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6' MAX. FLOW 4" 3. STAPLE FILTER MATERIAL TO STAKES AND 4. BACKFILL AND COMPACT THE EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. FLOW SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) PERSPECTIVE VIEW 3' FLOW MAX. A A EXISTING GROUND POLYETHYLENE POINTS A SHOULD BE HIGHER THAN POINT B. FABRIC (ATTACH TO POSTS WITH METAL TIE WIRES.) DRAINAGEWAY INSTALLATION WIRE (FRONT ELEVATION) FABRIC SF 3.05-2 LINE POST CONVENTIONAL GROUND LINE VDOT #1 COARSE AGGREGATE METAL (T) OR (U) POSTS BRACING CONCRETE FOOTING SILT FENCE (W/O WIRE SUPPORT) * MUST EXTEND FULL WIDTH OF No Scale INGRESS AND EGRESS OPERATION PERSPECTIVE VIEW PERSPECTIVE VIEW PLASTIC FENCE METAL FENCE SF 3.10 FILTER CLOTH SAFETY FENCE No Scale REINFORCED CONCRETE CE STONE CONSTRUCTION ENTRANCE No Scale ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS PLANTING DATES SEPT. 1 - FEB. 15 FEB. 16 - APR. 30 MAY 1 - AUG. 31 TP SF 3.05-1 PS 3.38 S:\103\43800-KKG_House\DWG\Sheet\CD\C3.0 - EROSION AND SEDIMENT CONTROL NOTES AND DETAILS.dwg | Plotted on 6/24/2020 10:57 AM | by Kim Mellon TREE PROTECTION SILT FENCE (WITH WIRE SUPPORT) TEMPORARY SEEDING PLANT MATERIALS No Scale No Scale No Scale SILT FENCE DROP INLET PROTECTION SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA (PERSPECTIVE VIEW) FLOW MINIMUM CARE LAWN COARSE COMMERCIAL OR RESIDENTIAL AGGREGATE** KENTUCKY 31 OR TURF-TYPE TALL FESCUE IMPROVED PERENNIAL RYEGRASS KENTUCKY BLUEGRASS 1' CLASS I RIPRAP GENERAL SLOPE (3:1 OR LESS) KENTUCKY 31 FESCUE RED TOP GRASS SEASONAL NURSE CROP * PERSPECTIVE VIEWS LOW-MAINTENANCE SLOPE (STEEPER THAN 3:1) * SEE SLOPE STABILIZATION SEED MIX 3' MAX. 5' 1' * USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATED BELOW: FEBRUARY 16TH THROUGH APRIL.................................. ANNUAL RYE MAY 1ST THROUGH AUGUST 15TH............................ FOXTAIL MILLET AUGUST 16TH THROUGH OCTOBER............................... ANNUAL RYE DETAIL A NOVEMBER THROUGH FEBRUARY 15TH........................ WINTER RYE ELEVATION OF STAKE AND FABRIC ORIENTATION (FRONT ELEVATION) ** SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU NOTE: INSTALL SILT FENCE BREAK AT LOW IN FENCE LINE OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED **COARSE AGGREGATE SHALL BE VDOT #3 OR #57 STONE MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE ADDED TO ANY SLOPE OR LOW-MAINTENANCE MIX DURING WARMER SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES. IP 3.07-1 TS STORM DRAIN INLET PROTECTION SILT FENCE BREAK PERMANENT SEEDING MIX FOR PIEDMONT AREA No Scale No Scale No Scale SSMH TOP: 542.80' SA N SSMH TOP: 548.85' IN: 542.90' IF OUT: 542.35' CTMP 050053000 SA LOT 38 N SSMH 18.39' TO AN IF WEST RANGE CASTLE DANGO, LLC N 27°12'11" E TOP = 545.30 INST 201100003073 SSMH IO = 5 DB 799 PG 818-822 TOP: 545.30' 4 IN: 541.74' II = 54 1.39 (8" PV DB 782 PB 473 1.74 (8 C) DB 478 PG 778 II = 54 IN: 541.72' SAN 1.72 (6 " TC) 1.17' STMH " TC) DB 400 PG 763 (BLA) OUT: 541.39' TOP: 543.87' SILT FENCE DB 236 PG 409 IS ON TW: 549.82' SAN IN: 537.17' BREAK DB 135 PG 229 LINE NF IN SAN ZONING: R-3H PRESENT USE: FATERNITY/SORORITY HOUSE SA N2 WALL S 44 N 8° 2.00 °09' 0.35 25'14" ' SAF 35" PRI VAT SAN 6" TC S ' (TI W E ANITA IF ON 41. E ST RY SE SSMH E) 39.3 37' (TO EAS ORM D WE RET CRET SAN R LINE CO LINE TAL TOP: 565.83' WA NING 7' DB EM R ) 408 ENT AINAGE IN: 561.01' N AI SAF PG LL SAF GRATE NS 150 SAN OUT: 560.81' TOP: 549.61' (AVG) 550 SSF E IN: 547.31' APPRO SAN OUT: 546.46' IP XIMAT SA F S3 DB 408 E LOCATION 3" WATERLINE SAN 9°2 PG 150 12 8'0 (DEED "/15" RCP S INV = OF EA T TW: 549.79' 6" E SEMENORM PIPE ROOT PROTECTION SAN 553.78 102.04' TO A BIF CONCRETE 6" PB 31.6 T) ZONE (SEE N 26°39'11" E 3' NS SA RETAINING WALL S 57°27'10" E LANDSCAPE PLANS) 3" PB 3" SPB N AF 20.23' LP NS 556 ROOT EXCAVATION 550 RETAINING WALL CONCRETE SAF SSMH X 3" PB 3" PB ZONE (SEE PAD TOP = 558.70 S4 LANDSCAPE PLANS) 2 HVAC 3 HVAC WOOD 0°5 2 HVAC 3" PB SF6" PB SAF 4'00 3" PB 3" PB 3" PB SDMH DI 558 LIMITS OF DISTURBANCE: 3" PB " 18" 0.26 ACRES W W SAF E 36. MAPLE15" GP TOP = 565.70 18" RCP/TC TOP = 565.47 FP 31' 552 6" PB 0 SAF FP 56 FP TREE FP STORM PIPE CTMP 050053000 FP TS FP FP FP W S 65°03'08" E IO = 559.50 X PARTS OF LOTS 40 AND 41 562 IS SAF 16.00' IS II = 560.05 IO = 560.87 N 27°13'53" E 98.50' (TOTAL) 4 NEIGHBORHOOD INVESTMENTS--LL, LLC 55 INST 201500003845 FFE: FLAGSTONE WALKWAY G OHU SA INST 201400003715 565.81' SAF N INST 20120000429 G W G DB 1008 PG 760 5-6" HOLLY GAS LINE 12" CI WATERLINE GM W 97.33' DB 956 PG 206 X TP 1.5" WM TP DB 682 PG 370 SAF DB 434 PG 670 TP 4 56 ZONING: R-3H CONCRETE WALKWAY STMH PRESENT USE: FRATERNITY/SORORITY UP TOP: 565.70' HOUSE IN: 560.05' G OUT: 559.50' X OHU APPROXIMATE LOCATION OF 4" SANITARY CTMP 050052000 SAF CONCRETE RETAINING WALL (EASTERN LOT 39 W SEWER CONNECTION DC 13,894 SQFT PROPERTY LINE - DB 434 PG 670) 4 56 0.319 AC SAF X VARIABLE WIDTH PU SAF G CE CONCRETE WALKWAY DB 799 PG 818-822 RIGHT-OF-WAY SOIL TYPE: 119C RUGBY ROAD DB 135 PG 229 W OHU W X W N 43 S 24°56'53" W 106. °26' SAF 35" FDC W 7 9.89 FFE: 15" HOLLY BLIC ' TO 554.91' 4 AN 55 IF SAF DRAIN APPROX. LOCATION X OHU WASH RACK OF EXISTING 6" DI FIRE SERVICE TO NS IP REMAIN OH 11' U 24' W UP TW: 552.72' 4" DW BRICK WALL SAF SF OHU 6 55 SAF BRICK WALL SAF 560 OHU OHU SAF 4" DW TS S:\103\43800-KKG_House\DWG\Sheet\CD\C3.1 - EROSION AND SEDIMENT CONTROL PHASE 1.dwg | Plotted on 6/24/2020 11:02 AM | by Kim Mellon 8 OHU 3" DW DC 55 3" DW 4 SAF 55 OH OHU 5" DW CONCRETE WALKWAY U SAF SAF W 22' CON BRI SAF 562 CRE C KW T EA N 44 OHU ALL TP ROOT PROTECTION EROSION CONTROL LEGEND °07' * GATE PRO N 50" SAF ZONE (SEE W 1 50.1 TP LANDSCAPE PLANS) 9' OHU LIMITS OF CLEARING AND GRADING - SF OHU CON OHU OH C RET SAF OHU 18" OAK U SOIL AREA DIVIDE - E WAL CONCRETE WALKWAY WV K WAY VAR ENC SAF SAF SAFETY FENCE 3.01 WV IAB ROA LE LAM W ING OHU RES THE WIDT BETH CHE SAU WV S FP S/E H L ±13 GRE OF TH RECT PRIV ANE DI CONSTRUCTION ENTRANCE UP APP 0' T S SE E O R AT OHU TOP = 565.07 CE 3.02 R OR ASEUNIVERS AND E RIGH EXI OX. L UG MEN SIT V T STI BY Y O ISITOR -OF-W OH NG OCAT RO D B 39T ( K A F S AY OHU AD 5 PG PPA K VIRGIN STREET IO = 563.96 U STONE WALL SF SILT FENCE 3.05 HY ION DR AN OF 251 APPA IA SIGN NS T R GAM HC MA FRA SSF SUPER SILT FENCE 3.05 T ERN ITY ) INV = 563.13 IP INLET PROTECTION 3.07 UP R25' TS TEMPORARY SEEDING 3.31 DI TOP = 564.71 PS PERMANENT SEEDING 3.32 GRATE WV MU MULCHING 3.35 TOP: 564.71' (AVG) INVERT: 563.13' WV (FILLED WITH DIRT) TP TP TREE PROTECTION 3.38 DC DUST CONTROL 3.39 * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER SSMH TOP: 542.80' SA N SSMH TOP: 548.85' IN: 542.90' IF OUT: 542.35' CTMP 050053000 SA LOT 38 N SSMH 18.39' TO AN IF WEST RANGE CASTLE DANGO, LLC N 27°12'11" E TOP = 545.30 INST 201100003073 SSMH IO = 5 DB 799 PG 818-822 TOP: 545.30' 4 IN: 541.74' II = 54 1.39 (8" PV DB 782 PB 473 1.74 (8 C) DB 478 PG 778 II = 54 IN: 541.72' SAN 1.72 (6 " TC) 1.17' STMH " TC) DB 400 PG 763 (BLA) OUT: 541.39' TOP: 543.87' SILT FENCE DB 236 PG 409 IS ON SAN IN: 537.17' BREAK DB 135 PG 229 LINE NF IN SAN ZONING: R-3H X PRESENT USE: FATERNITY/SORORITY HOUSE SA N2 WALL S 44 N 8° ° 0.35 25'14" 2.00 ' SAF X 09'35" PRI VAT SAN 6" TC S ANITA ' (TI W E E ST IF ON X 41. RY SE SSMH E) LINE 39.3 37' (TO EAS ORM D WE SAN R LINE TOP: 565.83' X 7' TAL DB EM R X ) 408 ENT AINAGE IN: 561.01' IP SAF PG SAF NS 150 SAN OUT: 560.81' X 550 APPRO SAN X X X XIMAT SA F X S3 DB 408 E LOCATION 3" WATERLINE SAN SSF 9°2 PG 150 ( 12"/15" R 8 X '06 D EED OF C P ROOT PROTECTION X X "E EASEM STORM PIP ZONE (SEE SAN INV = 553.78 ENT) E 102.04' TO A BIF 31. 63' NS N 26°39'11" E LANDSCAPE PLANS) X SA SA S 57°27'10" E N F 20.23' ROOT EXCAVATION LP SF NS 556 550 SAF ZONE (SEE SSMH X IPUP) 5' SBL (S LANDSCAPE PLANS) TOP = 558.70 S4 0°5 X SAF 4'00 3" PB 3" PB 3" PB SDMH DI 558 LIMITS OF DISTURBANCE: PS MU " 18" 0.26 ACRES D SAN W W W SAF E 36. MAPLE15" GP TOP = 565.70 18" RCP/TC TOP = 565.47 31' 552 0 SAF D FP 56 TREE FP STORM PIPE CTMP 050053000 FP S 65°03'08" E XX PARTS OF LOTS 40 AND 41 DC W IO = 559.50 562 IP IS SAF 16.00' IS II = 560.05 IO = 560.87 N 27°13'53" E 98.50' (TOTAL) 4 NEIGHBORHOOD INVESTMENTS--LL, LLC 55 INST 201500003845 G G OHU INST 201400003715 SAF INST 20120000429 X W 25' SBL (EX/SUP) DB 1008 PG 760 IP 12" CI WATERLINE W 97.33' DB 956 PG 206 X TP 1.5" WM G TP DB 682 PG 370 G G SAF DB 434 PG 670 4 TP X 56 ZONING: R-3H STMH PRESENT USE: FRATERNITY/SORORITY UP TOP: 565.70' HOUSE 25' SBL (SUP) IN: 560.05' G OUT: 559.50' X OHU X APPROXIMATE IP CONTRACTOR TO STABILIZE LOCATION OF 4" SANITARY CE CTMP 050052000 UPSTREAM AREAS PRIOR TO SAF CONCRETE RETAINING WALL (EASTERN LOT 39 W SEWER CONNECTION INSTALLING FRENCH/TRENCH 13,894 SQFT PROPERTY LINE - DB 434 PG 670) 4 DRAINS OR INSTALL SILT X 56 0.319 AC FENCE UPSTREAM. SAF X VARIABLE WIDTH PU 565 EXISTING SORORITY HOUSE SAF G PROPOSED ±6,220 SF EXPANSION CONCRETE WALKWAY DB 799 PG 818-822 RIGHT-OF-WAY X RUGBY ROAD DB 135 PG 229 W OHU PS W X W N 43 X S 24°56'53" W 106. °26' SAF 35" W 7 9.89 IP PS MU BLIC ' TO 4 AN 55 IF SAF X APPROX. LOCATION X WASH RACK OHU IP OF EXISTING 6" DI FIRE SERVICE TO NS REMAIN OH 11' U 24' W D UP TW: 552.72' SF SAF OHU SF 6 55 SAF PS SAF 560 OHU OHU SAF MU S:\103\43800-KKG_House\DWG\Sheet\CD\C3.2 - EROSION AND SEDIMENT CONTROL PHASE 2.dwg | Plotted on 6/24/2020 11:03 AM | by Kim Mellon 8 OHU 55 560 4 SAF 55 IP OH OHU 15' S U SAF SAF B L (S W 22' UP) SAF 562 GATE N 44 OHU ROOT PROTECTION EROSION CONTROL LEGEND °07' TP * 50" SAF ZONE (SEE W 1 50.1 TP LANDSCAPE PLANS) 9' OHU LIMITS OF CLEARING AND GRADING - OHU CON OHU OH C SF 56 RET OHU SAF 18" OAK U SOIL AREA DIVIDE - E 5 WV WAL KWAY VAR ENC SAF SAF SAFETY FENCE 3.01 WV IAB ROA LE LAM W ING OHU RES THE WIDT BETH CHE SAU WV S FP S/E H L ±13 GRE OF TH RECT PRIV ANE DI CONSTRUCTION ENTRANCE UP APP 0' T S SE E O R AT OHU TOP = 565.07 CE 3.02 R OR ASEUNIVERS AND E RIGH EXI OX. L UG MEN SIT V T STI BY Y O ISITOR -OF-W OH NG OCAT RO D B 39T ( K A F S AY OHU AD 5 PG PPA K VIRGIN STREET IO = 563.96 U STONE WALL SF SILT FENCE 3.05 HY ION DR AN OF 251 APPA IA SIGN NS T R GAM HC MA FRA SSF SUPER SILT FENCE 3.05 T ERN ITY ) INV = 563.13 IP INLET PROTECTION 3.07 UP R25' TS TEMPORARY SEEDING 3.31 DI TOP = 564.71 PS PERMANENT SEEDING 3.32 GRATE WV MU MULCHING 3.35 TOP: 564.71' (AVG) INVERT: 563.13' WV (FILLED WITH DIRT) TP TP TREE PROTECTION 3.38 DC DUST CONTROL 3.39 * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER SSMH TOP: 542.80' SA N SSMH TOP: 548.85' IN: 542.90' IF OUT: 542.35' CTMP 050053000 SA LOT 38 N SSMH 18.39' TO AN IF WEST RANGE CASTLE DANGO, LLC N 27°12'11" E TOP = 545.30 INST 201100003073 SSMH IO = 5 DB 799 PG 818-822 TOP: 545.30' 4 IN: 541.74' II = 54 1.39 (8" PV DB 782 PB 473 1.74 (8 C) DB 478 PG 778 II = 54 IN: 541.72' SAN 1.72 (6 " TC) 1.17' STMH " TC) DB 400 PG 763 (BLA) OUT: 541.39' 10.1' TOP: 543.87' DB 236 PG 409 IS7.2' ON SAN IN: 537.17' DB 135 PG 229 LINE RETAINING WALL WITH NF IN SAN ZONING: R-3H X VEHICULAR GUARDRAIL PRESENT USE: FATERNITY/SORORITY HOUSE SA N2 WALL S 44 N 8° 2.00 °09' 0.35 25'14" ' X 35" PRI TRANSITION CURB VAT SAN 6" TC S ' (TI W E 4 ANITA IF ON 1.37 E ST RY SE SSMH E) X ' TRASH ORM ENCLOSURE WE LINE 39.3 (TO E AS SAN R LINE TOP: 565.83' X 7' TAL E DRA ) D B 40 MENT(TYP.) FENCE IN IN: 561.01' X 8 PG CANS AGE TRASH NS 150 SAN OUT: 560.81' X BICYCLE 550 APPRLOCKERS SAN X X X OXIMA CUT-IN TEE CONNECTION T (3) COMPACT CAR X S3 DB 408 E LOCATION SAN 16.5' 9°2 PG 150 12 PARKING SPACES 8 (DEED "/15" RCP S WITH SIGNAGE 3 X X X '06 "E 5' SIDE OF YARD EA SETBACK SEMENT) TORM PIPE SAN INV = 553.78 102.04' TO A BIF 31. 63' NS N 26°39'11" E X SA EXISTING S 57°27'10" E N RETAINING WALL L 8' 8' 20.23' P NS 550 TO REMAIN SSMH X 5' SBL (SUP) RETAINING WALL TOP = 558.70 S4 90° BEND 0°5 (SEE3"LANDSCAPE 1 X ADDITIONAL RETAINING 2 4'0PLANS,PBTYP.)3" PB 3" PB SDMH DI 0" E 18" WALL WITH VEHICULAR D 8' SAN W W 36.3 GP TOP = 565.70 TOP = 565.47 1 W 1'FP MAPLE15" 18" RCP/TC GUARDRAIL 0 D 56 TREE FP STORM PIPE CTMP 050053000 18' FP CLEANOUT (TYP.) 3" TO 2" REDUCER S 65°03'08" E XX PARTS OF LOTS 40 AND 41 W IO = 559.50 IS 16.00' IS II = 560.05 IO = 560.87 N 27°13'53" E 98.50' (TOTAL) NEIGHBORHOOD INVESTMENTS--LL, LLC INST 201500003845 G PAVEMENT G OHU INST 201400003715 REROUTED WATER CONNECTION. ALL INST 20120000429 STRIPING (TYP.) WATER LINE SHUT DOWNS MUST BE X W 25' SBL (EX/SUP) DB 1008 PG 760 COORDINATED WITH AND PERFORMED 12" CI WATERLINE W 97.33' DB 956 PG 206 BY THE CITY. THE DEVELOPER MUST X 1.5" WM G DB 682 PG 370 HAND OUT NOTICES TO AFFECTED GAS METER AND G G DB 434 PG 670 SERVICE LINE TO CUSTOMERS AT LEAST 48 HOURS IN 6 X ZONING: R-3H 25' REAR YARD ADVANCE. BE RELOCATED SETBACK STMH PRESENT USE: FRATERNITY/SORORITY REROUTED SANITARY CONNECTION 25' FRONT YARD UP TOP: 565.70' HOUSE 25' SBL (SUP) IN: 560.05' G SETBACK 18' OUT: 559.50' X OHU X APPROXIMATE 2" SCH 80 PVC SLEEVE TO EXTEND 1' LOCATION OF 4" SANITARY CTMP 050052000 MIN. ON BOTH SIDES OF WALL/FOOTER CONCRETE RETAINING WALL (EASTERN LOT 39 W SEWER CONNECTION STAIRS (TYP.) 13,894 SQFT SEE LANDSCAPE PLAN PROPERTY LINE - DB 434 PG 670) X 0.319 AC FOR DETAILS 6" ISOLATION VALVE X 8.5' WHEEL STOP (TYP.) VARIABLE WIDTH PU SEE LANDSCAPE EXISTING SORORITY HOUSE G PROPOSED ±6,220 SF EXPANSION CONCRETE WALKWAY DB 799 PG 818-822 PLANS FOR RIGHT-OF-WAY X RUGBY ROAD DB 135 PG 229 LANDSCAPE CURB W OHU BUILDING W DETAIL OVERHANG X W COLUMN (TYP.) FDC TO BE N 43 X S 24°56'53" W 106. °26' 20.0' RETAINING WALL RELOCATED 35" W 7 WITH GUARDRAIL 9.89 BLIC ' TO 3 BICYCLE RACKS, AN IF SEE LANDSCAPE X PLAN FOR DETAIL X OHU CURB CUT (TYP.) NS EXISTING OHU 11' 24' W CURB TRANSITION D "NO PARKING FIRE LIGHT/UTILITY POLE TO BE UP LANE" SIGN CG-2 TW: 552.72' RELOCATED OHU LANDSCAPE WALL (TYP.) RETAINING WALL SEE LANDSCAPE PLAN 5.0' FOR DETAILS CG-2 560 OHU OHU OHU LEGEND: OH OHU 15' S 6.1' FIRE HYDRANT U CITY STANDARD B L (S W PERMEABLE LANDSCAPE FEATURE 22' UP) ASSEMBLY. (SEE LANDSCAPE PLAN) RE-2 ENTRANCE CONCRETE SIDEWALK N CONNECT WITH TS&V. O 5' 44°0 HU S:\103\43800-KKG_House\DWG\Sheet\CD\C4.0 - LAYOUT AND UTILITY PLAN.dwg | Plotted on 6/24/2020 11:04 AM | by Kim Mellon (SEE LANDSCAPE 7'50 CONCRETE SIDEWALK PROPOSED HARDSCAPE REPLACE CONCRETE PLAN FOR DETAIL) "W APRON. TIE TO EXISTING 150 4.0' (SEE LANDSCAPE (SEE LANDSCAPE PLAN) .19 OHU PLAN FOR DETAIL) APRON UPSTREAM AND STAIRS WITH HANDRAIL ' OHU DOWNSTREAM OF SITE. SEE LANDSCAPE PLAN CON OHU OH FOR DETAILS C RET CONCRETE SIDEWALK OHU 18" OAK U E WAL WV K WA PROPOSED 20' PUBLIC WV IAB VAR 15' SIDE (CORNER) Y ENCR UTILITY EASEMENT "NO PARKING FIRE LE LAM OAC W HEAVY DUTY CONCRETE ING YARD SETBACK OHU LANE" SIGN WV RES THE WIDT BETH HES UP S/E H L ±13 GRE OF TH RECT PRIV ANE DI UP APP 0' T S SE E O R AT OHU TOP = 565.07 HEAVY DUTY ASPHALT R OR ASEUNIVERS AND E RIGH EXI OX. L UG MEN SIT V T STI BY Y O ISITOR -OF-W OH NG OCAT RO D B 39T ( K A F S AY OHU AD 5 PG PPA K VIRGIN STREET IO = 563.96 U STONE WALL HY ION DR EXISTING RETAINING WALL AN OF 251 APPA IA SIGN NS T R GAM HC PROPOSED RETAINING WALL MA FRA T ERN ITY APPROX. LOCATION OF ) NOTES: INV = 563.13 UNDERGROUND ELECTRIC, 1. REFERENCE LANDSCAPE PLANS FOR INFORMATION AND UP R25' TELECOM SERVICE TO DETAILS RELATING TO LANDSCAPE, HARDSCAPE BUILDING. UTILITIES TO REMAIN. (INCLUDING CONCRETE SCORING AND FINISH), STAIRS, AND RETAINING WALLS. DI 2. PROPOSED ISOLATION VALVE BOX LID SHALL SAY "FIRE" TOP = 564.71 RATHER THAN "WATER." 3. PROPOSED RETAINING WALL NEAR EXISTING CITY SANITARY SEWER INFRASTRUCTURE SHALL BE DESIGNED SUCH THAT THE CITY CAN EXCAVATE A GRATE WV 5-FOOT WIDE TRENCH CENTERED ON THE PIPE LINE, OR TOP: 564.71' (AVG) 5 FEET AROUND THE MANHOLES, TO A DEPTH OF 1 FOOT INVERT: 563.13' WV BELOW THE PIPE OR MANHOLE INVERT WITHOUT (FILLED WITH DIRT) COMPROMISING THE RETAINING WALL. 4. TAPPING SLEEVE AND VALVE SPECIFIED FOR CONNECTION TO PROPOSED FIRE HYDRANT. HOWEVER, IF THE VALVE IS LOCATED IN THE CURB, USE CUT-IN TEE INSTEAD. TEST PIT PRIOR TO CONSTRUCTION AND COORDINATE WITH CITY OF CHARLOTTESVILLE DEPARTMENT OF UTILITIES WITH ANY CHANGES. SA N IF CTMP 050053000 SA LOT 38 N 18.39' TO AN IF WEST RANGE CASTLE DANGO, LLC N 27°12'11" E INST 201100003073 DB 799 PG 818-822 DB 782 PB 473 SAN DB 478 PG 778 STMH TW: 552.70' DB 400 PG 763 (BLA) TOP: 543.87' BW/TOP OF EX. WALL: 548.83' DB 236 PG 409 IS ON SAN IN: 537.17' BW (EX): 546.10' DB 135 PG 229 LINE NF IN TW: 553.54' SAN ZONING: R-3H X PRESENT USE: FATERNITY/SORORITY HOUSE SA WALL BW: 550.50' N X TC 554.11' TRANSITION FROM SAN IF ON 100 X FLUSH TO 7" CURB APPROX. LOCATION OF 552.57' LINE SAN X EXISITNG STORM LINE. RIM X CONTRACTOR TO FIELD 552.60' SAN NS 3 VERIFY. X 55 550 APPRO SAN X X X XIMAT EL X 408 PG OCATION 12 DB 554.94' TW: 3" WATERLINE SAN BW: 554.80' 150 (DEED "/15" RCP S OF EA T SEMENORM PIPE X X X SAN 101 TC-BC 554.50' T) INSERTA TEE X SA 554.43' NS N CONNECTION (TYP.) LP NS 556 550 X ADS BAYFILTER 801B STRUCTURE X 3" PB 3" PB 3" PB SDMH 558 D 802 18" TOP = 565.70 SAN W W GP W MAPLE15" 18" RCP/TC 552 560.75' 702 565.07' 0 D 801A FP 56 WEIR PLATE 554.58' RIM RIM TREE FP STORM PIPE CTMP 050053000 701B FP 554.50' XX PARTS OF LOTS 40 AND 41 W IO = 559.50 562 TW: 561.57' RD 12 IS IS FFE II = 560.05 IO = 560.87 4 4 NEIGHBORHOOD INVESTMENTS--LL, LLC 55 56 65 LF OF 30" CMP BW: 555.06' INST 201500003845 RD 11 555.10' G UNDERGROUND G OHU INST 201400003715 TC INST 20120000429 554.00' STORAGE X W DB 1008 PG 760 FFE RD 1 12" CI WATERLINE 553.21' W DB 956 PG 206 RD 10 565.79' X RIM 1.5" WM G DB 682 PG 370 G G DB 434 PG 670 4 202 X 56 ZONING: R-3H 201 RD 2 STMH PRESENT USE: FRATERNITY/SORORITY UP TOP: 565.70' HOUSE IN: 560.05' G LP 553.50' OUT: 559.50' X OHU X 553.21' TC 301 FRENCH DRAINS W RIM 554.00' RD 9 FRENCH DRAINS SEE LANDSCAPE 4 SEE LANDSCAPE PLAN FOR DETAILS X 302 56 TC AT CONSTANT ELEVATION PLAN FOR DETAILS X OF 554.00'. ASPHALT WARPED TRENCH DRAIN VARIABLE WIDTH PU 565 TO MAINTAIN POSITIVE EXISTING SORORITY HOUSE FFE SEE DETAIL G LP PROPOSED ±6,220 SF EXPANSION CONCRETE WALKWAY DB 799 PG 818-822 DRAINAGE TOWARDS CURB 553.50' 565.79' SHEET C1.2 RIGHT-OF-WAY X RUGBY ROAD DB 135 PG 229 554 W OHU CUTS. SEE LANDSCAPE BALCONY RD 8 W PLANS FOR DETAIL. 401 RD 7 553.22' TC PORCH RD 3 INSERTA TEE X RIM 554.00' W N 43 CONNECTION (TYP.) X °26' 402 701A 35" FDC W 7 9.89 FFE ' TO BLIC 4 AN 555.07' RD 6 55 IF LP RD 4 FFE X 553.50' 553.21' APPROX. LOCATION X RIM 560.19' OHU CURB TRANSITION OF EXISTING 6" DI TW: 553.50' 502 501 FIRE SERVICE TO BW: 552.72' NS TC FFE REMAIN O HU TC-BC RD 5 554.00' 565.79' 606 24' W D 554.59' 605 552.79' EX UP TC-BC 555.75' OHU554.50' EX 605B 557 605A 6 STORM PIPE TABLE 8 55 TC 55 55 559 TC 553.35' 554.00' 560 OHU UPSTREAM DOWNSTREAM OHU 8 OHU PIPE # DIA SLOPE LENGTH 560 INVERT INVERT TC 601 S:\103\43800-KKG_House\DWG\Sheet\CD\C4.0 - GRADING AND DRAINAGE PLAN.dwg | Plotted on 6/24/2020 11:06 AM | by Kim Mellon 4 555.21' 561 55 OH RD1 6" 561.74 561.33 5.00% 8.28 LF 555.75' OHU 56 U EX TIE INTO EXISTING 2 W RD 5A 6" 554.33 552.00 10.00% 23.35 LF 22' SIDEWALK 100-YEAR 30" ACCESS RISER 562 OHU OVERLAND FLOW RD 6 6" 553.00 550.00 6.95% 43.16 LF WITH VDOT MH-1 TOP 555.26' 604 (TYP.) 603 563 EX 559.70' REPLACE CONCRETE EX 560.50' 602 RD 7 6" 552.50 552.00 9.00% 5.50 LF APRON. TIE TO EXISTING EX OHU 564 561.34' APRON UPSTREAM AND OHU RD 8 6" 549.08 548.70 5.00% 7.70 LF RIM CON OHU DOWNSTREAM OF SITE. OH CRE 56 TE O 18" OAK U HU 5 RD 9 6" 549.08 548.70 5.00% 7.61 LF WV WAL KWA VAR Y EN 565.43' 565.37' RD 10 6" 549.83 548.70 5.00% 22.58 LF WV IAB CRO LE LAM EXOH W ING ACH U EX WV RES THE WIDT BETH ES UP RD 11 6" 550.81 550.48 5.00% 6.64 LF S/E H L ±13 GRE OF TH RECT PRIV ANE DI UP APP 0' T S SE E O R A T OHU TOP = 565.07 RD12 6" 555.42 555.00 5.00% 8.34 LF R OR ASEUNIVERS AND E RIGH EXI OX. L UG BY M ENT SITY VISIT T-OF- STI OH 101 12" 547.00 546.56 1.73% 25.46 LF STORM STRUCTURE TABLE NG OCAT RO AD D B 39 (KAP OF VI ORS WAY STREET IO = 563.96 OHU U HY ION 5 PG PA K RGIN DR 201 6" 549.49 548.70 5.00% 15.75 LF STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION AN OF 251 APPA IA SIGN NS T R GAM HC MA 301 6" 549.48 548.70 5.00% 15.69 LF 100 552.60 6.04' DI-1 FRA T ERN ITY 401 6" 549.49 548.70 5.00% 15.72 LF 202 553.20 3.76' 6" Basin - Round Atrium Grate ) INV = 563.13 501 6" 549.49 548.70 5.00% 15.90 LF 302 553.21 3.77' 6" Basin - Round Atrium Grate UP R25' 601 12" 555.02 549.67 9.00% 59.41 LF 402 553.22 3.77' 6" Basin - Round Atrium Grate 553.20 3.75' 6" Basin - Round Atrium Grate DI 603 8" 557.55 555.12 9.00% 26.97 LF 502 TOP = 564.71 605B 6" 560.80 559.23 8.00% 19.61 LF 602 561.34 6.42' 12" Basin - Circular (Non Traffic) Grate 605A 6" 559.13 557.65 8.00% 18.49 LF 604 565.27 7.77' 8'' Cleanout GRATE WV 701A 6" 560.90 557.65 4.25% 76.36 LF 605 564.81 5.72' 6 '' Cleanout TOP: 564.71' (AVG) INVERT: 563.13' WV 701B 6" 561.23 560.90 4.25% 7.65 LF 606 564.33 3.57' 6 '' Cleanout (FILLED WITH DIRT) 801A 6" 550.92 550.20 3.00% 24.06 LF 702 565.07 3.89' 6" Basin - Round Atrium Grate 801B 6" 551.82 550.92 3.00% 30.06 LF 802 560.75 8.93' 6" Basin - Round Atrium Grate SA SA N IF N IF TW: POST-DEVELOPED DRAINAGE AREA 1B 549.82' TO ANALYSIS POINT 1 (ONSITE, UNDETAINED) PRE-DEVELOPMENT DRAINAGE AREA 1 AREA = 0.04 AC SITE SITE TO ANALYSIS POINT 1 IMPERVIOUS = 0.04 AC 1.17' 1.17' IS ON OUTFALL 1 SAN IS ON OUTFALL 1 SAN NF IN LINE AREA = 0.24 AC NF IN LINE PERVIOUS = 0 AC N 2 WALL 8°2 2.00 S 44 °09'3 IMPERVIOUS = 0.17 AC N 2 WALL 8°2 2.00 S 44 X °09'35 0.35 5'14" ' 5" E SAN 0.35 5'14" ' SAN ' (TI W E) IF ON 41.3 7' (T PERVIOUS = 0.07 AC ' (TI W E) IF ON "E 41.3 7' (T RET CRET 39.3 39.3 CON LINE OTA LINE OTA WA NING 7' L 7' L ) ) TC PATH AI LL SAN SAN X NS X NS 56' SHEET FLOW 550 550 E S3 9°2 SAN S3 X 9°28 8'0 '06 6" X "E 6" PB E 31. 102.04' TO A BIF CONCRETE 31. 6 63' NS N 26°39'11" E RETAINING WALL 3' NS 3" PB 3" PB S 57°27'10" E S 57°27'10" E 20.23' 20.23' LP NS LP NS 556 556 550 550 X RETAINING WALL TW: 549.79' CONCRETE PAD 3" PB 3" PB S4 S4 2 HVAC 3 HVAC WOOD 0°5 0°5 2 HVAC 6" PB 3" PB 4 3" PB 3" PB 3" PB 4'00 3" PB 3" PB 558 558 3" PB '00" E 18" GUY "E W 6" PB FP 36.3 GUY GUY MAPLE GP S W 36.3 GUY 552 552 1'FP 15" 1'FP 0 0 56 56 FP FP FP FP GUY FP TREE FP WEIR PLATE GUY S 65°03'08" E X X 562 562 IS 16.00' IS N 27°13'53" E 98.50' (TOTAL) N 27°13'53" E 98.50' (TOTAL) 4 4 W W 55 55 X FLAGSTONE WALKWAY GAS LINE G 5-6" HOLLY 12" CI WATERLINE GM 97.33' 97.33' 1.5" WM OHU 4 4 56 56 CONCRETE WALKWAY W 554 UP X G TC PATH X X PRE-DEVELOPMENT DRAINAGE LIMITS OF DISTURBANCE: POST-DEVELOPMENT 90' SHEET FLOW CTMP 050052000 AREA 3 TO ANALYSIS LOT 39 POINT 1 CTMP 050052000 109' SHALLOW CONCENTRATED FLOW 13,894 SQFT 0.26 ACRES 3LOTTO DRAINAGE AREA13,894 39 SQFTANALYSIS (OFFSITE) 4 4 POINT 1 (OFFSITE, DETAINED) 56 56 0.319 AC 0.319 AC AREA = 0.06 AC AREA = 0.06 AC X VARIABLE WIDTH PUB IMPERVIOUS = 0.06 AC CONCRETE WALKWAY DB 799 PG 818-822 IMPERVIOUS = 0.06 AC RIGHT-OF-WAY RUGBY ROAD W DB 135 PG 229 PERVIOUS = 0 AC POST-DEVELOPED DRAINAGE AREA 1A PERVIOUS = 0 AC X X TO ANALYSIS POINT 1 (ONSITE, DETAINED) OHU S 24°56'53" W 106.11' FDC 15" HOLLY AREA = 0.21 AC X IMPERVIOUS = 0.13 AC 565 4 LIC 4 55 55 W DRAIN PERVIOUS = 0.08 AC NS NS D UP UP 4" DW BRICK WALL 6 6 OHU OHU 55 55 BRICK WALL O HU OHU 560 560 4" DW 8 8 560 3" DW 55 55 3" DW 4 4 55 55 5" DW CONCRETE WALKWAY OHU OHU OHU CON BRI 562 562 CRE C KW TE N 44 ALL N 44 APR °07'5 °07'5 0" W 0" W 56 ON 150 150 .19' PRE-DEVELOPED DRAINAGE AREA 4 .19' W 5 OHU OHU CON TO ANALYSIS POINT 1 (OFFSITE) CON OH OH C RET CRE EW 18" OAK POST-DEVELOPED DRAINAGE AREA 2 TE W CONCRETE WALKWAY U U WV ALK WV ALK PRE-DEVELOPMENT DRAINAGE AREA 2 WAY GUY AREA = 0.01 AC WAY WV VAR IAB LE W LAMB ENC ROA SHEET FLOW OFFSITE (ONSITE, UNDETAINED) WV VAR IAB LE LAM ENC ROA WV ING RSHEET THFLOW ETH OFFSITE CHE UP GUY IMPERVIOUS = 0 AC ING RES THE WIDT BETH CHE ESS /EG O ER I DT H RES F THE ECTO PRIVA NE LA S OHU GUY AREA =UP0.009 ACWV S/E H GRE F TH RECT PRIV ANE O L S UP APP ±13 0' T AREA SE ASE IVER ND AC = U N 0.02 RS TE GUY GUY PERVIOUS = 0.01 AC APP ±13 0' T SS E O A EAS UNIVERS AN TE RIG R EXI OX. L OR UG BY M A RIG ENT SITY VISIT T-OF- H IMPERVIOUS = 0.006 R AC EXI O X STI . LOC OR UG BY EME RS D VI IT S HT- O STI NG OCAT HY ION IMPERVIOUS RO AD DB 395 ( K = A P 0.01 OF V ORSAC PG PA KA IRGINIA WA Y STREET OHU PERVIOUS = 0.003 AC NG A HY TION RO AD DB NT (KA Y OF VITORS F-WAY 395 P PG PA KA IRGINIA TC PATH DR DR AN OF SIGN A OF T PERVIOUS = 20.01 51 PPA AC NS NT 251 PPA 37' SHEET FLOW R GAM GUY GAM HC M AF MA FRA RAT ERN ITY UP TER NIT Y) 88' PIPE CHANNEL FLOW ) UP UP WATER QUALITY ANALYSIS WATER QUANTITY ANALYSIS - POINT 1 SITE DATA DRAINAGE AREA ANALYSIS (PRE-DEVELOPMENT) DRAINAGE AREA ANALYSIS (POST-DEVELOPMENT) WATER QUANTITY ANALYSIS - POINT 2 PRE DEVELOPED AREA IMPERVIOUS = 0.18 ACRES PRE-DEVELOPMENT DRAINAGE AREA 1 TO POST-DEVELOPED DRAINAGE AREA 1A TO DRAINAGE AREA ANALYSIS (PRE-DEVELOPMENT) MANAGED TURF = 0.08 ACRES ANALYSIS POINT 1 ANALYSIS POINT 1 (ONSITE, DETAINED) AREA = 0.24 AC AREA = 0.21 AC PRE-DEVELOPMENT DRAINAGE AREA 2 PRE DEVELOPMENT LOAD (TP) (LB/YR) = 0.43 0.17 AC (IMPERVIOUS) 0.13 AC (IMPERVIOUS) AREA = 0.02 AC 0.07 AC (MANAGED TURF) 0.08 AC (MANAGED TURF) 0.01 AC (IMPERVIOUS) POST DEVELOPED AREA Tc = 6 MIN Tc = 6 MIN 0.01 AC (MANAGED TURF) IMPERVIOUS = 0.18 ACRES Tc = 6 MIN MANAGED TURF = 0.08 ACRES Q (CFS) V (CUBIC-FT) Q (CFS) V (CUBIC-FT) Q (CFS) V (CUBIC-FT) POST DEVELOPMENT LOAD (TP) (LB/YR) = 0.43 1 YEAR 0.73 1,525 1 YEAR 0.56 1,176 MAXIMUM PERCENT REDUCTION REQUIRED FOR REDEVELOPMENT = 10% 10 YEAR 1.61 3,572 10 YEAR 1.33 2,875 1 YEAR 0.04 87 10 YEAR 0.12 5,227 TOTAL LOAD REDUCTION REQUIRED (LB/YR) = 0.04 PRE-DEVELOPMENT DRAINAGE AREA 3 TO POST-DEVELOPED DRAINAGE AREA 3 TO ANALYSIS POINT 1 (OFFSITE) ANALYSIS POINT 1 (OFFSITE, DETAINED) ON SITE TREATMENT PROPOSED AREA = 0.06 AC AREA = 0.06 AC ADS BAYFILTER CARTRIDGES = 0.21 LB/YR 0.06 AC (IMPERVIOUS) 0.06 AC (IMPERVIOUS) *NO CHANGE IN VOLUME OR FLOW FROM PRE-DEVELOPED TO POST-DEVELOPED CONDITION SEE DETAIL THIS SHEET 0 AC (MANAGED TURF) 0 AC (MANAGED TURF) Tc = 6 MIN Tc = 6 MIN CHANNEL PROTECTION (ENERGY BALANCE): Q (CFS) V (CUBIC-FT) Q (CFS) V (CUBIC-FT) QDEVELOPED ≤ 0.90*(QPRE-DEVELOPED*RV 1 YEAR 0.25 610 1 YEAR 0.25 610 10 YEAR 0.46 1,176 10 YEAR 0.46 1,176 0.03 CFS ≤ 0.90*(0.04 CFS*87 CF)/(44 CF) = 0.07 CFS PRE-DEVELOPMENT DRAINAGE AREA 4 TO POST-DEVELOPED DRAINAGE AREA 4 TO ANALYSIS POINT 1 (OFFSITE) ANALYSIS POINT 1 (OFFSITE, DETAINED) FLOOD PROTECTION: AREA = 0.01 AC AREA = 0.01 AC 0 AC (IMPERVIOUS) 0 AC (IMPERVIOUS) POST-DEVELOPED Q10 ≤ PRE-DEVELOPED Q 0.01 AC (MANAGED TURF) 0.01 AC (MANAGED TURF) Tc = 6 MIN Tc = 6 MIN 0.06 CFS (POST-DEVELOPED Q10) Q (CFS) V (CUBIC-FT) Q (CFS) V (CUBIC-FT) 1 YEAR 0.00 0 1 YEAR 0.00 0 10 YEAR 0.03 44 10 YEAR 0.03 44 S:\103\43800-KKG_House\DWG\Sheet\CD\C5.1 STORMWATER SUMMARY PLAN.dwg | Plotted on 6/24/2020 11:08 AM | by Kim Mellon ANALYSIS POINT 1 AREAS TO UNDERGROUND DETENTION (1A + 3 + 4) TOP OF 30" STORAGE PIPE ELEV. = 551.20 Q (CFS) V (CUBIC-FT) Q (CFS) V (CUBIC-FT) TOP OF WEIR 1 YEAR 0.98 2,135 1 YEAR 0.64 1,786 PLATE 550.95 10 YEAR 2.11 4,792 10 YEAR 1.79 4,095 POST-DEVELOPED DRAINAGE AREA 1B TO ANALYSIS POINT 1 (ONSITE, UNDETAINED) AREA = 0.04 AC 0.04 AC (IMPERVIOUS) 0 AC (MANAGED TURF) Tc = 6 MIN 7" ORIFICE INV 550.00 Q (CFS) V (CUBIC-FT) STEEL PLATE 1 YEAR 0.17 392 10 YEAR 0.31 784 ANALYSIS POINT 1 4" ORIFICE Q (CFS) V (CUBIC-FT) INV 548.70 1 YEAR 0.77 2,178 10 YEAR 2.09 4,879 UNDERGROUND WEIR PLATE SECTION DETAIL CHANNEL PROTECTION (ENERGY BALANCE): QDEVELOPED ≤ [0.90*(QPRE-DEVELOPED*RVPRE-DEVELOPED)/RVDEVELOPED] + QOFFSITE 0.77 CFS ≤ [0.90*(0.73 CFS*1,525 CF)/(1,568 CF)] + 0.25 CFS = 0.89 CFS FLOOD PROTECTION: POST-DEVELOPED Q10 ≤ PRE-DEVELOPED Q10 2.09 CFS (POST-DEVELOPED Q10) ≤ 2.11 CFS (PRE-DEVELOPED Q10) SA N IF CTMP 050053000 SA LOT 38 N 18.39' TO AN IF WEST RANGE CASTLE DANGO, LLC N 27°12'11" E INST 201100003073 DB 799 PG 818-822 DB 782 PB 473 SAN DB 478 PG 778 STMH DB 400 PG 763 (BLA) TOP: 543.87' DB 236 PG 409 IS ON SAN IN: 537.17' DB 135 PG 229 LINE NF IN SAN ZONING: R-3H X PRESENT USE: FATERNITY/SORORITY HOUSE SA WALL N X SAN IF ON 100 X LINE SAN X X NS SAN X 550 APPRO SAN X X X XIMAT X DB 408 E LOCATION0.01 0.35 3" WATERLINE SAN PG 150 12 (DEED "/15" RCP S O802 F EAS TO EMEN RM PIPE X X X SAN T) X SA NS N LP NS 0.01 0.63 556 550 0.04 0.90 X 702 X 100 3" PB 3" PB 3" PB SDMH 558 D 802 18" TOP = 565.70 SAN W W GP W MAPLE15" 18" RCP/TC 552 702 0 D FP 56 TREE FP STORM PIPE CTMP 050053000 FP XX PARTS OF LOTS 40 AND 41 W IO = 559.50 562 IS IS II = 560.05 IO = 560.87 4 NEIGHBORHOOD INVESTMENTS--LL, LLC 55 INST 201500003845 G G OHU INST 201400003715 INST 20120000429 X W DB 1008 PG 760 12" CI WATERLINE W DB 956 PG 206 X 1.5" WM G DB 682 PG 370 G G DB 434 PG 670 4 202 X 56 ZONING: R-3H STMH PRESENT USE: FRATERNITY/SORORITY 0.03 0.84 UP TOP: 565.70' HOUSE IN: 560.05' G 202, 302, OUT: 559.50' X OHU 402 X 0.07 0.90 W RD1, 2, 4, 5, 4 302 X 56 6, 7, 10, 11, 12 0.02 0.90 X 0.05 0.60 VARIABLE WIDTH PU 565 EXISTING SORORITY HOUSE G RD 8, 9 CONCRETE WALKWAY PROPOSED ±6,220 SF EXPANSION DB 799 PG 818-822 FRENCH RIGHT-OF-WAY X RUGBY ROAD DB 135 PG 229 W OHU W X W N 43 X °26' 402 35" FDC W 7 9.89 ' TO BLIC 4 AN 55 IF X APPROX. LOCATION X OHU OF EXISTING 6" DI 502 FIRE SERVICE TO NS REMAIN OH U 606 24' W D 605 UP OHU 6 55 560 OHU OHU 8 OHU 0.04 0.63 55 560 4 S:\103\43800-KKG_House\DWG\Sheet\CD\C6.1 STORMWATER SUMMARY PLAN.dwg | Plotted on 6/24/2020 11:09 AM | by Kim Mellon 55 OH 502 OHU U W 22' 562 OHU 604 0.03 0.53 602 OHU 602 OHU CON OHU OH CRE 56 T OHU 18" OAK U EW 5 WV ALK W AY E VAR N WV IA BLE LAM CRO W ING ACH OHU WV RES THE WIDT BETH ES UP S/E H L ±13 GRE OF TH RECT PRIV ANE DI UP APP 0' T S SE E O R AT OHU TOP = 565.07 R OR ASEUNIVERS AND E RIGH EXI OX. L UG BY M ENT SITY VISIT T-OF- STI OH NG OCAT RO AD D B 39 (KAP OF VI ORS WAY STREET IO = 563.96 OHU U HY ION 5 PG PA K RGIN DR AN OF 251 APPA IA SIGN NS T R GAM HC MA FRA T ERN ITY ) INV = 563.13 UP R25' DI TOP = 564.71 GRATE WV TOP: 564.71' (AVG) INVERT: 563.13' WV (FILLED WITH DIRT) S:\103\43800-KKG_House\DWG\Sheet\CD\C6.1 STORMWATER SUMMARY PLAN.dwg | Plotted on 6/24/2020 11:09 AM | by Kim Mellon 402: 6" Basin - Round Atrium Grate 202: 6" Basin - Round Atrium Grate 302: 6" Basin - Round Atrium Grate 502: 6" Basin - Round Atrium Grate 802: 6" Basin - Round Atrium Grate 604: 8'' Cleanout STA 10+94.26 605 TOP 565.27 INV OUT 551.82 (801B) INV OUT 549.49 (401) INV OUT 549.49 (201) INV OUT 549.48 (301) INV OUT 549.49 (501) STA 10+75.78 INV IN 557.65 (605A) INV IN 555.00 (RD12) TOP 564.81 INV IN 557.65 (701A) INV IN 559.23 (605B) INV OUT 557.55 (603) STA 10+00.51 STA 10+00.38 STA 10+00.55 STA 10+00.33 STA 10+08.35 INV OUT 559.13 (605A) 602: 12" Basin - Circular (Non Traffic) Grate TOP 553.22 TOP 553.20 TOP 553.21 TOP 553.20 TOP 560.75 606: 6 '' Cleanout STA 11+21.24 STA 10+56.12 TOP 561.34 TOP 564.33 INV IN 555.12 (603) INV OUT 560.80 (605B) INV OUT 555.02 (601) 570 570 565 565 565 565 565 565 565 565 570 LANDSCAPE STAIRS 565 565 560 560 560 560 560 560 560 560 565 PROP. FRENCH GRADE DRAIN 3' MIN. APPROX. LOCATION OF EXIST. EXIST. WATER SERVICE. 560 GRADE 560 555 PROP. GRADE 555 555 PROP. GRADE 555 555 PROP. GRADE 555 555 PROP. GRADE 555 560 CONTRACTOR TO FIELD 605B PROP. VERIFY. 19.61' OF GRADE 6" HDPE EXIST. EXIST. EXIST. EXIST. RETAINING @ 8.00% GRADE 3' MIN. GRADE 3' MIN. GRADE 3' MIN. GRADE WALL 3' MIN. 605A 1.5' MIN. EXIST. 555 18.49' OF 555 550 550 550 550 550 550 550 550 555 GRADE 6" HDPE 603 RD12 @ 8.00% 26.97' OF 8.34' OF 8" HDPE 30" CMP 30" CMP 30" CMP 30" CMP 6" HDPE 3' MIN. @ 9.00% 501 @ 5.00% 601 201 301 401 550 59.41' OF 550 545 15.75' OF 545 545 15.69' OF 545 545 15.72' OF 545 545 15.90' OF 545 550 12" HDPE 6" HDPE 6" HDPE 6" HDPE 6" HDPE 801B 801A @ 9.00% @ 5.00% @ 5.00% @ 5.00% @ 5.00% 30.06' OF 24.06' OF 6" HDPE 6" HDPE 30" CMP 30" CMP @ 3.00% @ 3.00% 1.5' MIN. 545 545 540 540 540 540 540 540 540 540 545 PROP. 4" SANITARY LINE 540 540 535 535 535 535 535 535 535 535 540 9+50 10+00 11+00 12+00 12+50 9+50 10+00 11+00 9+50 10+00 11+00 9+50 10+00 11+00 9+50 10+00 11+00 9+50 10+00 11+00 FRENCH DRAINS - UG DETENTION STR 202 - UG DETENTION STR 302 - UG DETENTION STR 402 - UG DETENTION STR 502 - UG DETENTION RD12 - UG DETENTION HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 100: DI-1 STA 10+25.73 TOP 552.60 INV IN 546.56 (101) 565 565 STA 10+03.83 2 TOP 554.97 INV IN 546.93 (BLDG - 2) INV OUT 546.83 (2 - 1) STA 10+26.70 1 TOP 554.51 INV IN 545.69 (2 - 1) 560 560 560 INV OUT 545.59 (1 - EX) 560 565 565 PROP. ROOF LEADER PROP. RETAINING GRADE PROP. WALL GRADE 555 555 555 555 560 560 3' MIN. EXIST. RETAINING EXIST. GRADE WALL PROP. GRADE GRADE 550 550 550 550 555 555 EXIST. BAYFILTER S:\103\43800-KKG_House\DWG\Sheet\CD\C5.2 - STORM PROFILES.dwg | Plotted on 6/24/2020 11:11 AM | by Kim Mellon TIE INTO GRADE EXISTING 3' MIN EXIST. RCP STORM MANHOLE PIPE 4" PVC SDR-26 545 545 545 545 550 550 101 25.46' OF CONNECT TO EXISTING 90° BEND 12" HDPE 3" WATER LINE. DEPTH @ 1.73% 2" COPPER AND LOCATION TO BE PIPE FIELD VERIFIED. 540 540 540 540 545 REDUCER 545 CONNECT TO EXISTING 4" SANITARY LINE. DEPTH AND LOCATION TO BE FIELD VERIFIED. 535 535 535 535 540 540 9+50 10+00 11+00 9+50 10+00 11+00 11+50 9+50 10+00 11+00 11+50 UG DETENTION - STR 100 SSWR PROFILE WATER LINE PROFILE HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 GENERAL NOTES: SOILS NOTES MATCHLINE - SEE ENLARGED PLANS; L110, L310 1. BEFORE COMMENCING WORK, THE CONTRACTOR 1. CONTRACTOR SHALL PROTECT ALL SOIL AND ANY 3 L41 SHALL REVIEW THE SITE CONDITIONS AND INFORM THE NEWLY INSTALLED PLANTS FROM CONSTRUCTION 0 LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN ACTIVITY. ALL SOIL AND PLANTING SHALL BE EXISTING CONDITIONS OR EXISTING GRADES THAT ARE INSTALLED AFTER SUBSTANTIAL COMPLETION OF NOT DESCRIBED ON THE PLANS. HARDSCAPE, UTILITY, AND OTHER WORK UNLESS 7" CURB 2. THE CONTRACTOR SHALL ENSURE THAT ALL WORK APPROVED BY LANDSCAPE ARCHITECT. MEETS ALL APPLICABLE LOCAL AND NATIONAL 2. ALL SOIL AND DRAINAGE AGGREGATE SHALL BE PRO PER BUILDING AND SAFETY CODES THAT PERTAIN TO THE PREPARED AND INSTALLED PER DRAWINGS AND TY LIN TRASH E PROJECT. SPECIFICATIONS. CONTRACTOR TO INSTALL TOPSOIL ENCLOSURE FLUSH 3. SEE CIVIL DRAWINGS FOR ALL EXISTING AND PROPOSED TO DEPTHS AS DESIGNATED ON THE DRAWINGS. ARCHITECTS & PLANNERS UTILITY LOCATIONS 3. CONTRACTOR TO SET TOPSOIL 2" BELOW FINISH 7 4. NEIGHBORHOOD SUPPLY LINES MUST BE LOCATED AND GRADE IN PLANTING BEDS AND LEVEL WITH FINISH FLUSH L400 MARKED BY MISS UTILITY PRIOR TO CONSTRUCTION. GRADE IN LAWN AREAS. ADA PARKING SERVICE MISS UTILITY CONTACT: DIAL 811 in VA, or 4. RIP HEAVILY COMPACTED AREAS TO A 6" - 8" DEPTH. AND TERRACE ELECTRICAL Dunbar, Williams, Milby, RIP WITH TEETH OF BUCKET, 2 PASSES, PRIOR TO LOADING WITH 5' SETBACK 1-800-552-7001. SEE www.VA811.com. LINE OUTLET FOR FUTURE Pittman, and Vaughan L-2S BIKE 5. VERIFY LOCATIONS AND DEPTHS OF ALL UTILITIES IN THE PLACING TOPSOIL. LOCKERS IRRIGATION STRUCTURAL ENGINEERS 110 Third St. NE, Charlottesville, VA 22902 FIELD AND NOTIFY LANDSCAPE ARCHITECT OF ANY 5. DO NOT UNNECESSARILY WALK ON OR STORE PHONE: 434.293.5171 CONFLICTS BETWEEN LAYOUT/GRADING AND UTILITIES MATERIALS IN PREPARED TOPSOIL AREAS. FENCE WITH L-3 L-5 PRIOR TO CONSTRUCTION. RESTORATION OF UTILITIES SNOW FENCING IF REQUESTED BY LANDSCAPE DAMAGED BY CONTRACTOR SHALL BE MADE AT THE ARCHITECT. L-8 CONTRACTOR'S EXPENSE TO THE SATISFACTION OF 6. PLANT INSTALLATION IS BY OWNER. SEE SHEET L600 Setty OWNER. FOR PLANTING INFORMATION. MEP/FP ENGINEERS PROPERTY LINE WH 3040 Williams Drive, Suite 600, Fairfax, VA 22031 6. CLEAN UP ALL TRASH AND DEBRIS ON THE L-7 L-2W PHONE: 703.691.2115 CONSTRUCTION SITE AT THE END OF EACH DAY. DO Timmons Group NOT DUMP, BURY, OR BURN TRASH ANYWHERE ON THE LAYOUT AND MATERIALS NOTES L-2W L-2B CIVIL ENGINEERS SITE. 1 2 UP 608 Preston Ave, Suite 200, Charlottesville, VA 22903 PHONE: 434.295.1800 L410 L410 7. CONTRACTOR SHALL PAY FOR, OBTAIN AND COMPLY 1. VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO Wolf | Josey L-7 WITH ALL REQUIRED PERMITS, INSPECTIONS AND BEGINNING CONSTRUCTION. NOTIFY LANDSCAPE L-2W 5 LANDSCAPE ARCHITECTS 310 2nd Street, SE, Suite F, Charlottesville, VA 22902 PROPERTY LINE CERTIFICATES. ARCHITECT IF ANY DISCREPANCIES ARE FOUND. L400 PHONE: 434.466.7472 2. ALL ANGLES ARE ASSUMED TO BE 90 DEGREES UNLESS L-2B PARKING LOT TREE PROTECTION AND DEMOLITION NOTES: NOTED OTHERWISE. DIMENSIONS ARE FROM FACE OF SEE CIVIL DRAWINGS HOUSE OR FINISH WALL UNLESS OTHERWISE NOTED. 1. SEE CIVIL DRAWINGS FOR DEMOLITION PLANS AND 3. ALIGN WALLS AND PAVING WITH ARCHITECTURE AS HOUSE BASEMENT HOUSE FIRST FLOOR L-6 TREE PROTECTION FENCING LAYOUT AND SHOWN. DIMENSIONS TAKEN OFF EXISTING LEVEL SEE L120 L-2W 25' SETBACK LINE SPECIFICATION. ARCHITECTURAL ELEMENTS ARE FOR REFERENCE AND SEE L110 2. CONSTRUCTION ACCESS TO BE CONSTRAINED TO SHOULD BE VERIFIED IN THE THE FIELD. L-8 L-2B 2 4. ALL CURVES ARE TANGENT UNLESS OTHERWISE NOTED. L-7 UP UP L400 DESIGNATED ROUTES TO LIMIT SOIL COMPACTION AND SITE IMPACT. REVIEW DESIGNATED ROUTES WITH 5. CONTRACTOR SHALL VERIFY ALL FINISH AND MASONRY MATERIALS WITH LANDSCAPE ARCHITECT L-2W LANDSCAPE ARCHITECT PRIOR TO BEGINNING WORK. AND PROVIDE SAMPLES PRIOR TO ORDERING. L-6 3. APPLY 4" THICKNESS OF ORGANIC MULCH OR WOOD WH LIGHT FIXTURE (TYP) CHIPS IN TREE PROTECTIONS ZONES. DO NOT PLACE 6. CONTRACTOR SHALL PREPARE MOCKUPS OR SAMPLE L-5 SEE LIGHTING SCHEDULE MULCH WITHIN 6" OF TREE TRUNK. INSTALLATIONS AS NOTED OF ALL PROPOSED L-3 L-3 4. ALL EXISTING TREES TO REMAIN, INCLUDING TREES MASONRY FOR APPROVAL BY LANDSCAPE WH FRONT LAWN L-2B FINAL SITE PLAN TERRACE 25' SETBACK LINE ALONG NEIGHBORING PROPERTY LINES, TO BE ARCHITECT PRIOR TO CONSTRUCTION. L-2W R4 PROTECTED FROM DAMAGE. NO PARKING, OR 7. ALL NEW PAVING TO MEET EXISTING PAVING FLUSH 13'-7" L-2W DINING '-9 2 NEW CURBING TIES 1" STOCKPILING MATERIALS WITHIN THE FENCED TREE AND SMOOTH. INTO EXISTING TERRACE L-3 15' PROTECTION ZONE OR DRIP LINE OF OF EXISTING TREES 8. CONCRETE FOOTINGS AND SLABS SHALL BE SIZED IN RETAINING WALL SBL L-2W L-2W BIKE WALL HYDRANT, TYP ACCORDANCE WITH DETAILS AND SPECIFICATIONS ROAD TO REMAIN. TERRACE SET FORTH. FOOTINGS AND SLABS SHALL NOT BE EPSILON SIGMA HOUSE OF 5. IF PROPOSED CONSTRUCTION IS REQUIRED WITHIN THE 12'- L-2W 2 OVERPOURED. VER " L-2W L-2W L-2W L-2B FENCED TREE PROTECTION ZONE, CONTRACTOR TO IFY 11'-8" KAPPA KAPPA GAMMA REVIEW CONSTRUCTION WITH LANDSCAPE ARCHITECT 9. PROVIDE SLEEVING IN WALLS AND UNDER PAVING AS EXISTING SIDEWALK L-3 L-3 PRIOR TO THE COMMENCEMENT OF WORK. NEEDED FOR UTILIITES. UP UP RUGBY L-2W SIDE 6. IF PROPOSED CONSTRUCTION IS REQUIRED IN THE ROOT 10. ALL WALL VENEER TO CONTINUE A MINIMUM OF 6" TERRACE UP EXCAVATION ZONE APPLY ALTURNAMATS OR BELOW FINISH GRADE. WH L-2W L-2B BR APPROVED ALTERNATIVE 11. STRUCTURAL DETAILING OF WALLS, STEPS, PAVING IS L-2W 7. IN ROOT EXCAVATION ZONE WHERE DIGGING IS SHOWN IN DETAILS. IF CONTRACTOR PROPOSES NEW CURBING; SEE '-3" NEW SECTION R8 503 RUGBY ROAD ALTERNATE DETAILING, IT MUST BE STAMPED BY A OF SIDEWALK REQUIRED, PERFORM ALL NECESSARY ROOT PRUNING Charlottesville, VA CIVIL DRAWINGS SEE CIVIL DWGS PRO WITH COMPRESSED AIR TOOLS AFTER SUBBASE OR STRUCTURAL ENGINEER. PER 6 TY L INE FOOTING IS INSTALLED TO REVEAL ROOT LOCATIONS 12. ELEMENTS SHALL BE CONSTRUCTED TO WITHIN 1/8" OF L400 ELECTRICAL OUTLET, TYP; 8. IF ROOT PRUNING IS NECESSARY, NOTIFY LANDSCAPE SPECIFIED DIMENSIONS. 8'-4 13. DO NOT SCALE DRAWINGS TO ESTABLISH HORIZONTAL " ARCHITECT. SAW CUT ALL IMPACTED ROOTS OVER 1" 3 DIA. WITH CLEAN SHARP BLADE. IF ANY ROOTS OR VERTICAL LAYOUT CONTROL. CONSULT EXIS 1 L400 T L40 LANDSCAPE ARCHITECT WHERE ADDITIONAL ING 0 GREATER THAN 2" DIA. NEED TO BE REMOVED, EXISTING SIDE W INFORMATION IS REQUIRED. ALK COORDINATE WITH ARBORIST. CONCRETE 9. IF DAMAGE TO OVERHEAD BRANCHES OCCURS, 14. FACE BRICK ON ALL PAINTED SITE WALLS TO MATCH SWALE NOTIFY OWNER AND LANDSCAPE ARCHITECT. BRICK ON HOUSE. PAINTED AND UNPAINTED BRICK LA MB CONSULT WITH ARBORIST BEFORE PERFORMING ANY COPING: GEORGETOWNE BY OLD CAROLINA BRICK ET H PRUNING OR OTHER REMEDIATION. COMPANY, OVERSIZE 8.5" X 2.75" X 4". LA NE UNPAINTED FACE BRICK ON SITE WALLS: MATCHLINE - SEE ENLARGED PLANS; L120, L320 GEORGETOWNE BY OLD CAROLINA BRICK GRADING AND DRAINAGE NOTES: COMPANY; MODULAR BRICK 7.625" X 2.25" X 3.625". PROVIDE SAMPLES. 1. COORDINATE GRADING WITH CIVIL DRAWINGS. 15. PAINTED SITE WALLS TO MATCH HOUSE. SEE 2. VERIFY ALL EXISTING GRADES IN THE FIELD AND REPORT ARCHITECTURE DRAWINGS FOR PAINT SPECIFICATION. ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT. USE RECOMMENDED PRIMER AS SPECIFIED BY 3. SLOPE AWAY FROM ALL BUILDINGS. MANUFACTURER. 4. PROVIDE VERTICAL CURVES OR ROUNDINGS AT 16. FORMWORK FOR STAMPED BRICK #5018 BY 0 5 10 20 This drawing is the property of the Architect & may not be re-produced or used without the express ABRUPT CHANGES IN GRADE UNLESS OTHERWISE CUSTOMROCK. permission of the Architect. NOTED. BLEND NEW EARTHWORK SMOOTHLY INTO The contractor is responsible for checking & verifying all levels and EXISTING. dimensions, and shall report any discrepancies to the Architect. 5. ALL PAVED AREAS MUST PITCH TO DRAIN AT A LIGHTING AND ELECTRICAL NOTES MINIMUM OF 1%. NON-PAVED AREAS MUST PITCH TO LIGHTING SCHEDULE: DRAIN AT A MINIMUM OF 2%. REPORT ANY 1. SEE ELECTRICAL DRAWINGS. DISCREPANCIES NOT ALLOWING THIS TO OCCUR TO L-2B BEGA WALL LIGHT - 33-017-K27-BRZ (BRONZE FINISH) 2. SEE LIGHTING SCHEDULE FOR ALL EXTERIOR FIXTURE L100 THE LANDSCAPE ARCHITECT PRIOR TO CONTINUING TYPES. SUBMIT CUT SHEETS FOR APPROVAL PRIOR TO L-2S BEGA WALL LIGHT - 33-017-K27-SLV (SILVER FINISH) Overall Site Plan WORK. EXISTING TREE ORDERING FIXTURES. 6. BACKFILL AT RETAINING WALLS MUST BE FREE OF L-2W BEGA WALL LIGHT - 33-017-K27-WHT (WHITE FINISH) . 3. INSTALL FIXTURES PER MANUFACTURER'S STONES AND BUILDING MATERIAL FOR A MINIMUM OF RECOMMENDATION AND ACCORDING TO ALL 24" BELOW FINISHED GRADE. COORDINATE WITH L-3 BEGA WALL SCONCE 66516 -K3000 - BRZ; SEE ARCH DWGS APPLICABLE ELECTRICAL CODES. LANDSCAPE ARCHITECT. 4. EXTERIOR LIGHTING TRANSFORMER BOXES IF USED TO L-5 BEGA DOWNLIGHT SCONCE - 66-410-K27-BRZ; SEE ARCH DWGS PROJECT 1810 BE STAINLESS STEEL. DATE 06/24/2020 5. REVIEW EXTERIOR TRANSFORMER LOCATIONS WITH L-6 BEGA COPPER SCONCE - 31-228-K3000-NATURAL; SEE ARCH DWGS REVISIONS MARK DATE DESCRIPTION SUBMITTALS AND SHOP DRAWINGS LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. L-7 SCS-S SERIES SURFACE MOUNT LED; SEE ARCH DWGS PROPOSED TREE LOCATE TRANSFORMERS SO THAT THEY ARE NOT 1. SUBMIT SHOP DRAWINGS AS NOTED IN DRAWINGS. VISIBLE AND DO NOT IMPACT FUTURE PLANTING L-8 BEGA CEILING MOUNT - 33523 - K3000 - BRZ; SEE ARCH DWGS 2. SUBMIT PRODUCT DATA, CUT SHEETS AND SAMPLES OF INSTALLATIONS. ALL MATERIALS AS REQUESTED IN DRAWINGS AND 6. SEE ELECTRICAL DRAWINGS FOR SWITCHING SYMBOLS: SPECS. INFORMATION. ELECTRIC OUTLET - GFCI; FLUSH MOUNT IN BRICK +/- 12" ABOVE GRADE; 7. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL OUTLET PROPOSED SHRUBS SET WITHIN BRICK COURSE. (WH) WHITE OR (BR) BRONZE AS NOTED SPECIFICATIONS. OUTLETS TO BE FLUSH MOUNTED GFCI. PROVIDE CUT SHEET. WALL HYDRANT - SEE PLUMBING DRAWINGS. FINISH TO BE POLISHED L100 BRONZE FACE; MOUNT 24" ABOVE GRADE. +/- 6'-7 " SIM EX. RETAINING EQ NEW CONCRETE SHORING RETAINING WALL WITH WALL; CONTINUES WOOD FENCE AND VEHICULAR GUARDRAIL AS L510 2 ON TO SHOWN. HEIGHT VARIES 6-39" NEIGHBORING PAVING KEY: LIGHTING NOTES: PROPERTY BLUESTONE PAVING ON CONCRETE 1 1. SEE L100 FOR LIGHT FIXTURE SPECIFICATIONS AND 1 L500 5'-7 MOUNTING HEIGHTS " EQ 2. SEE ARCHITECTURE PLANS FOR LIGHT FIXTURE LOCATIONS 2 2 ON BUILDING 2 BLUESTONE STEPPING STONE L500 FACE OF RAISED CONCRETE EDGE 3. CENTER LIGHT FIXTURES ON PAVING AND WALLS AS NOTED L510 PAVING JOINT, TYP; SYMBOLS: 3 6'-0" 3 SCORED CONCRETE PAVING ARCHITECTS & PLANNERS 3'-8" L500 ALIGN AS SHOWN ELECTRIC OUTLET - GFCI; FLUSH MOUNT IN BRICK (5) BIKE LOCKERS: MADLOCKER NARROW BY MADRAX. SEE +/- 12" ABOVE GRADE; SET WITHIN BRICK COURSE. 4 12'-6" CIVIL DRAWINGS 4 CRUSHED STONE PAVING 4'-0" (WH) WHITE OR (BR) BRONZE AS NOTED L500 3 TRASH 3'-0" ENCLOSURE FOOTING FOR WALL TO ANGLE AT PROPERTY LINE Dunbar, Williams, Milby, RELOCATED L510 WALL HYDRANT - SEE PLUMBING DRAWINGS. FINISH TO TYP FREESTANDING WALL SECTION, STAMPED ON BOTH SIDES. BE POLISHED BRONZE FACE; MOUNT 24" ABOVE GRADE. Pittman, and Vaughan DRAIN INLET; 6'-0" SPACE STRUCTURAL ENGINEERS SEE CIVIL 110 Third St. NE, Charlottesville, VA 22902 4'-0" EQUALLY DWGS 3 PHONE: 434.293.5171 3'-3" 20'-9" 2'-0" TYP 6'-0" 6'-0" 6'-0" VERIFY 5'-4" NEW STAMPED CONCRETE RETAINING WALL WITH 1 BRICK COPING; HEIGHT VARIES 2'-0" - 7'-6". PAINT Setty SIM L510 DRAIN INLET MEP/FP ENGINEERS EX. LIGHT POST RETAINING WALL WITH WALL AND COPING LOADING 4'-0" 4'-0" 4'-0" SEE CIVIL DWGS ALI 3040 Williams Drive, Suite 600, Fairfax, VA 22031 ATTACHED TO EX. VEHICULAR 2 GN PHONE: 703.691.2115 L510 SPACE WIT 26'-6" 3 RETAINING WALL GUARDRAIL AND L530 HP RO Timmons Group WOOD FENCE 1'-6" 3 PER 2'-0" 2'-0" SIM CIVIL ENGINEERS TYP 3 TY L INE 608 Preston Ave, Suite 200, Charlottesville, VA 22903 PHONE: 434.295.1800 5' HORIZONTAL WOOD FENCE 10" 8 10" Wolf | Josey 14'-4" AROUND TRASH ENCLOSURE CONCRETE SEATWALL JOINT 10" LANDSCAPE ARCHITECTS L520 LIGHT L-2S 2 11" 310 2nd Street, SE, Suite F, Charlottesville, VA 22902 L530 PHONE: 434.466.7472 VEHICULAR GUARDRAIL, TYP; 2" X 4" GALVANIZED PRO 2 ADA PARKING SPACE - L530 9'-3" PER 8'-7" STEEL TUBE WELDED BETWEEN POSTS 2 TY L 0 SEE CIVIL DRAWINGS FOR L53 4'-8" 8'-7" INE EX. CONCRETE SIGNAGE AND STRIPING RETAINING WALL STEEL W BEAM, TYP PLANTING BED (TYP) 6" WALL HYDRANT, SEE L100 24" TOPSOIL DEPTH, MIN. 1" X 6" INTERIM WOOD SUPPORT, TYP L-3 SEE L120 HORIZONTAL WOOD FENCING, TYP L-5 PLANTING BED (TYP) BOTH SIDES DOOR 24" TOPSOIL DEPTH, MIN. 1'-5" PAVING NEW CONCRETE SHORING RETAINING WALL WITH WOOD FENCE AND VEHICULAR GUARDRAIL AS +/- 5'-8" DRAIN INLET SHOWN. HEIGHT VARIES 10-42" 7'-9" SEE CIVIL DWGS EQ " '-6 STAMPED CONCRETE RETAINING R4 WALL WITH BRICK CAP; PAINT WALL AND COPING FINAL SITE PLAN +/- 5'-11" L-2W EQ DRAIN INLET, TYP; L-7 SEE CIVIL DWGS (ABOVE) L-2B L-2W EPSILON SIGMA HOUSE OF ASPHALT PAVING - SEE CIVIL UP DRAWINGS FOR DETAILS PROPERTY LINE AND DIMENSIONS KAPPA KAPPA GAMMA L-7 (ABOVE) L-2W 1 L510 SIM 503 RUGBY ROAD Charlottesville, VA NO VEHICULAR L-2B GUARDRAIL PARKING LOT SEE CIVIL DRAWINGS 16'-0" L-6 BUILDING ABOVE L-2W LIGHT FIXTURE HOUSE BASEMENT LEVEL SEE L120 FOR EAST PROPERTY 6" ABOVE L-2B L-8 (ABOVE) 6" OPENING IN CONCRETE FOR SEE L120 DRAINAGE L-7 UP UP L-2W 16'-0" PROPERTY LINE This drawing is the property of the L-6 Architect & may not be re-produced or used without the express permission of the Architect. LIGHT FIXTURE The contractor is responsible for checking & verifying all levels and PAVING JOINT TYP; ALIGN dimensions, and shall report any (TYP) discrepancies to the Architect. L-5 JOINTS WITH BUILDING AND PLANTING BED; 24" MINIMUM L-3 WALLS AS SHOWN 2'-0" L-3 TOPSOIL WALL HYDRANT, SEE L100 5 WALL MOUNTED WOOD WH EQ EQ EQ L520 BENCH - ADD ALTERNATE L-2B L110 ELECTRICAL OUTLET, SEE L100 BRICK SEATWALL WITH BLUESTONE COPING, SEE L120 Layout and Materials 10'-0" L-2W West 4' FREESTANDING 5 ALIGN FACE OF WALL, TYP 7'-6" BRICK WALL WITH BRICK COPING; L510 3 PAINT BRICK, ALL SIDES JOINT FACE OF COPING, TYP BEGINNING OF EX. L-2W LIGHT DINING FLUSH CURB L-3 PROJECT 1810 CONCRETE TERRACE 12'-6" RETAINING WALL DATE 06/24/2020 2'-0" TYP BRICK SEATWALL WITH 8 EQ 3 JOINT REVISIONS 4'-0" BLUESTONE COPING; L500 3'-0" LIGHT MARK DATE DESCRIPTION PAINT BRICK SIM EQ PRO L-2W L-2W PER TY L CONCRETE CURB 3 I NE TRANSITION 6'-8" 2'-6" 3'-0" L-2W RELOCATED PAVING 12'-0" LIGHT L-2B POWER POLE 4'-6" 2'-6" ALIGN L-2W 2'-0" WITH LIGHT; COPING JOINT, TYP. L-2W L-2W SEE CIVIL DWGS. ALIGN WITH PAVING CONCRETE CURB; SEE CIVIL DWGS. BRICK RETAINING WALL WITH BRICK COPING; PAINT BRICK NEW BRICK RETAINING WALL WITH 1 L530 5'-11" VERIFY 15'-3" VERIFY L-2W UP UP L-3 L-3 0 5 10 L110 BRICK COPING; HEIGHT VARIES 4'-6' UP SEE L120 PAVING KEY: L-3 3'-1" 19'-0" EX. TREES BLUESTONE PAVING ON CONCRETE 1 L-5 ON ADJACENT PROPERTY 1 L500 1'-6" 2 EQ EQ DRAIN INLET 2 BLUESTONE STEPPING STONE 3'-0" 4 L500 SEE L110 L-8 SEE CIVIL DWGS 6'-0" 1 3'-0" 3 (ABOVE) 2'-4" OVERSIZE OVERSIZE TYP 3 SCORED CONCRETE PAVING 12' GRADE BEAM L500 61" 3'-0" 2 WH 4 4 CRUSHED STONE PAVING OVERSIZE L-2W L500 ARCHITECTS & PLANNERS 24" X 36" PAVERS, TYP 3'-4" PIER BR CUT TO ALIGN ALIGN ALIGN PROPERTY LINE L-2B SYMBOLS: L-2W EDGE OF STAIRS 1'-6" 2'-0" Dunbar, Williams, Milby, 3'-0" 6 ELECTRIC OUTLET - GFCI; FLUSH MOUNT IN BRICK BRICK PIER WITH BLUESTONE CAP, 10 Pittman, and Vaughan UP DOOR +/- 12" ABOVE GRADE; SET WITHIN BRICK COURSE. PAINT BRICK L500 L500 STRUCTURAL ENGINEERS BLUESTONE SIM 3' TYP (WH) WHITE OR (BR) BRONZE AS NOTED EQ 110 Third St. NE, Charlottesville, VA 22902 STAIRS PHONE: 434.293.5171 OUTLET FOR FUTURE 1 WALL HYDRANT - SEE PLUMBING DRAWINGS. FINISH TO IRRIGATION SERVICE; BE POLISHED BRONZE FACE; MOUNT 24" ABOVE GRADE. 2'-4" MOUNT TO ALLOW TIE IN BUILDING 24'-11" L-2W LIGHT FIXTURE, TYP; 24" X 48" PAVER, TYP SEE NOTES CUT TO ALIGN LIGHTING NOTES: Setty MEP/FP ENGINEERS 1 1. SEE L100 FOR LIGHT FIXTURE SPECIFICATIONS AND 3040 Williams Drive, Suite 600, Fairfax, VA 22031 15'-9" PHONE: 703.691.2115 L-2B MOUNTING HEIGHTS. 10'-11" DOOR LAWN 2. SEE ARCHITECTURE PLANS FOR LIGHT FIXTURE LOCATIONS Timmons Group 2 DOOR SCUPPER ON BUILDING. CIVIL ENGINEERS VERIFY PAVING 608 Preston Ave, Suite 200, Charlottesville, VA 22903 BRICK SEATWALL 3. CENTER LIGHT FIXTURES ON PAVING AND WALLS AS NOTED. PHONE: 434.295.1800 WITH BLUESTONE 8 Wolf | Josey CAP; UNPAINTED L500 PAVING NOTES: LANDSCAPE ARCHITECTS 4'-0" BRICK 310 2nd Street, SE, Suite F, Charlottesville, VA 22902 PHONE: 434.466.7472 1. ALIGN PAVING WITH ARCHITECTURAL ELEMENTS AS SHOWN. 2'-4" EDGE OF EX. WALL BELOW; L-6 2. CONFIRM MEASUREMENTS BETWEEN ARCHITECTURAL SEE ARCHITECTURE DWGS ELEMENTS AND PROVIDE SHOP DRAWING BEFORE 2'-0" BLUESTONE STAIRS ORDERING STONE. LANDSCAPE PLAN MAY BE USED AS L-2W 3'-4" BASE FOR SHOP DRAWING. 18" X 30" PAVER, TYP. 4'-6" 18"X 36" PAVER, TYP 2'-4" 3. SEE ARCHITECTURE DRAWINGS FOR STONE CONDITIONS AT VERIFY DOOR THRESHOLDS. CUT TO ALIGN SEE L110 FOR WEST PROPERTY HOUSE FIRST FLOOR 1" L-2B 1'-44 L-8 6 5'-0" TYP L500 SIM UP UP DOOR/PAVING/STEPS SEE ARCHITECTURE DWGS FOR STONE (ABOVE) 1 7 DOOR/PAVING/STEPS BLUESTONE 1'-6" L500 CONDITION AT THRESHOLD 1 STAIRS 1 2'-0" 3'-4" 24" X 48" PAVER, TYP TRENCH DRAIN; SEE CUT TO ALIGN L-2W CIVIL PLANS 2'-0" 2'-4" L-6 13'-8" 2'-11" FINAL SITE PLAN WH L-5 CONCRETE WALK; 7 BLUESTONE SCUPPER SEE CIVIL DRAWINGS L-3 L-3 BRICK CURB WALL WITH TYP; ALIGN WITH L520 BLUESTONE CAP. ALIGN 9 FRONT PAVING AS SHOWN TERRACE EPSILON SIGMA HOUSE OF COPING JOINTS WITH L500 10 BRICK PIER WITH BLUESTONE CAP, PAVING AS SHOWN DOOR DOOR L-2B ON BOTH SIDES OF STAIR; SCUPPER L500 UNPAINTED BRICK KAPPA KAPPA GAMMA PAVING DINING 24" X 48" PAVER, TYP 18'-5" TERRACE CUT TO ALIGN L-2W 8 3' TYP 4'-0" 4'-0" 4'-0" BRICK SEATWALL WITH BLUESTONE EQ. (3) BIKE RACKS 2'-4" 9 (6 BIKE PARKING SPACES) L500 CAP; UNPAINTED BRICK L520 BUILDING LAWN CENTER IN PAVING AS SHOWN L-2W 1'-31" 2 2'-0" L-3 1 1'-7" 1'-7" 1'-7" BRICK PIER WITH EQ EQ EQ 10 503 RUGBY ROAD FACE OF WALL, TYP 35'-6" Charlottesville, VA COPING JOINT, TYP. BLUESTONE CAP; L500 FACE OF COPING, TYP 3'-0" ALIGN WITH PAVING JOINTS 3 PAINT BRICK DOOR (DASHED LINE) AS SHOWN ROAD L-2W L-2W PAVING 18" X 36" PAVER, TYP. SCUPPER RACK, TYP CUT TO ALIGN 6'-0" PAVING 4 3'-0" 1'-7" PAVING EQ L-2W 24" X 36" PAVER, TYP. LIGHT L400 CUT TO ALIGN LIGHT FIXTURE, TYP. 1'-7" L-2B EQ SEE NOTES 3'-4" L-2W 2'-1" L-2W L-2W PIER PROPOSED TREE; PEIR ALIGN SEE L600 RUGBY ALIGN EQ EQ EQ 13" 6 L-3 L-3 4'-10" TYP L500 JOINT UP UP BLUESTONE 1'-6" 2'-0" LIGHT L-2W SIDE TERRACE STAIRS 8'-9" SEE L110 UP 7'-7" BRICK 1'-4" 1 1 1 EQ 1 3'-9" 9'-7" 3' TYP WALL/SEATWALL L530 L-2W EQ. OVERSIZE WITH GUARDRAIL L-2B UNDER WH BR SIZE VERIFY 1 2'-4" 8'-9" EQ PRO L-2W PIER AND WALL FIRE HYDRANT; SEE CIVIL PLANS PER GUARDRAIL L520 3 TY L INE ALIGN JOINT WITH PAVING 24" X 48" PAVER, TYP 2'-4" 4'-0" 2'-4" 21'-11" 1'-4" EQ 3'-6" CUT TO ALIGN 4'-6" BLUESTONE SCUPPERPS This drawing is the property of the 1" DOOR/PAVING 7 6'-22 Architect & may not be re-produced 5'-4" or used without the express ALIGN WITH PAVING AS permission of the Architect. 1'-0" SHOWN L520 SIM 10 BRICK PIER WITH BLUESTONE CAP; The contractor is responsible for L500 PAINT BRICK checking & verifying all levels and 6 1' -0 dimensions, and shall report any discrepancies to the Architect. L520 " 3' -9 " 14 '-1 " EXIS 0" -0 DRAIN INLET TING 3' 4' SIDE -9 SEE CIVIL DRAWINGS WA " LK L120 EXISTING SIDEWALK 2 14 '-1 '- 3 Layout and Materials 0" 3 9" East 1' -0 " PROJECT 1810 1'-0" 6'-5" DATE 06/24/2020 3'-4" EX. 18" OAK REVISIONS 3'-9" MARK DATE DESCRIPTION LA 4'-0" MB ET CONCRETE WALK; MATCH LINE - SEE L100 H SEE CIVIL DRAWINGS LA NE 0 5 10 L120 (BW/TOP OF EX. TL 553.00 CONC WALL 548.83) TW 552.70 (BW/EX GRADE 549.03) (BW OF EX. CONC WALL 546.10) GRADING NOTES: TL 553.00 550.00 2% TF(FENCE) 559.00 TL 553.50 1. SEE L100 FOR GRADING NOTES 552.89 TL 553.50 TL 554.00 (BW 550.5) 2. SEE CIVIL DRAWINGS FOR PARKING AND 4.0% 5.0% TL 554.00 OVERALL SITE CONTOUR GRADING 552.60 552.60 RELOCATED DRAIN TL 555.00 TW 553.54 INLET; SEE CIVIL TW 554.12 DRAWINGS 7" CURB + (98.00) - EXISTING GRADE - FOR REFERENCE ARCHITECTS & PLANNERS 552.60 5.4% 552.60 + 98.00 - PROPOSED GRADE 2.8 PRO % PER TL 553.00 T 6.8% TRASH YL Dunbar, Williams, Milby, ENCLOSURE INE TL 553.50 Pittman, and Vaughan TL 555.00 STRUCTURAL ENGINEERS 554.72 TL 555.50 110 Third St. NE, Charlottesville, VA 22902 PHONE: 434.293.5171 FLUSH TF(FENCE) 559.00 1.5% EX. 18" STORM PIPE 5.0% 554.50 554.72 TF(FENCE) 559.00 553.20 554.72 1.5 BW 554.80 554.42 554.50 % 1.5% TL (LINTEL) 555.50 TW 554.94 Setty TW 561.57 MEP/FP ENGINEERS FLUSH ACCESSIBLE 3040 Williams Drive, Suite 600, Fairfax, VA 22031 PHONE: 703.691.2115 ROUTE BW 554.94 BW 555.50 Timmons Group TL 553.50 BW 555.85 BW 558.00 CIVIL ENGINEERS 2% 608 Preston Ave, Suite 200, Charlottesville, VA 22903 TL 554.00 554.89 TW 561.57 TW 561.57 PHONE: 434.295.1800 1.3% 1.5 TW 556.40 TW 565.57 Wolf | Josey % 561.25 561.25 LANDSCAPE ARCHITECTS 1. BW 554.85 310 2nd Street, SE, Suite F, Charlottesville, VA 22902 6% L-2S PHONE: 434.466.7472 553.34 DAYLIGHT LOCATION FOR PLANTER WALL DRAINS TW 556.40 TW 561.57 TW 565.57 1.8% 554.90 555.06 555.06 BW 555.06 554.50 (555.70) SEE L320 L-3 L-5 565.74 TW 565.57 FFE BASEMENT (555.10) BW 563.00 565.51 2% 2% 554.86 565.73 565.63 ACCESSIBLE ENTRY L-8 553.50 1% 565.59 TC 554.00 2% BW 563.50 BW 564.83 TW 565.57 BW 565.50 565.75 565.70 (565.60) (TW 550.67) 565.65 565.56 TW 565.94 FINAL SITE PLAN TL ( LINTEL) 554.00 553.50 TW 565.94 DRAIN INLET TYP, L-2W SEE CIVIL DRAWINGS L-7 (565.79) 565.72 565.63 BW 564.20 BW 564.60 BW 564.34 553.66 ACCESSIBLE ENTRY TP 567.06 2% FFE FIRST FLOOR TW 566.17 L-2B L-2W (565.90) 2% 565.75 EPSILON SIGMA HOUSE OF PARKING TS 565.59 564.55 PROPERTY LINE LOT UP BS 564.59 565.75 BW 565.61 KAPPA KAPPA GAMMA TW 566.17 PROPERTY LINE L-7 553.34 553.50 LP BW 565.59 5% 554.50 L-2W 1.5% 565.75 503 RUGBY ROAD Charlottesville, VA 2% 1.5% BW 565.61 L-2B TL 554.00 553.50 565.75 553.66 TW 566.17 BW 565.61 BW 564.60 PARKING LOT L-6 2% 565.75 BW 564.28 TW 565.94 SEE CIVIL DRAWINGS L-2W BS 564.59 564.53 TP 567.06 TS 565.59 HOUSE BASEMENT LEVEL SEE L120 FOR EAST PROPERTY BW 565.82 553.34 553.50 LP 5% 554.50 L-2B ACCESSIBLE ENTRY 565.75 L-8 BS 564.32 SEE L320 FFE FIRST FLOOR TS 565.59 1.5% TS 565.82 TOP OF SOIL 2'' BELOW FLUSH (565.79) UP 1.5% UP 2% CURB CUT L-7 1.5% 2% (565.96) 1% BW 565.82 565.75 TS 565.59 L-2W BS 564.59 TP 567.06 553.66 564.53 BW 564.28 This drawing is the property of the Architect & may not be re-produced or used without the express IF WALL DRAINS ARE REQUIRED AT ACCESSIBLE ENTRY L-6 BW 564.60 permission of the Architect. SHORING WALL, TIE INTO STORM FFE BASEMENT (555.07) TW 565.94 The contractor is responsible for DRAIN SYSTEM; SEE CIVIL DRAWINGS checking & verifying all levels and BW 565.61 2% dimensions, and shall report any discrepancies to the Architect. 565.75 L-5 TW 566.17 554.77 L-3 555.06 555.06 L-3 BW 555.02 555.06 553.34 5% TW 558.93 553.50 LP L-2B 554.50 L310 1.5% 565.75 Grading Plan 5% 1. FFE STAIRWELL 1.8% L-2W 2% (560.19) BW 564.28 TF(FENCE) 559.00 TL ( LINTEL) 554.00 TC/BC 554.77 L-2W DINING 560.38 PROJECT 1810 TW 558.93 560.15 L-3 1.6% TW 553.50 TC 554.00 TERRACE 565.75 (BW 552.72) TW 561.56 DATE 06/24/2020 553.66 1.5% REVISIONS TC 552.00 VERIFY TC 554.00 ACCESSIBLE 1.5% 1.5% MARK DATE DESCRIPTION ROUTE L-2W 554.79 L-2W 1.1% TC/BC 554.50 TW 566.17 2% 565.75 BW 565.61 CURB TRANSITION TW 556.46 TW 556.46 TW 558.93 BW 554.86 L-2W ACCESSIBLE ENTRY TC 555.00 BW 554.57 FFE FIRST FLOOR (565.79) L-2B BW 556.00 BW 557.50 BC 554.50 L-2W 5% BW 555.06 560.34 5% TW 560.93 BW 554.92 L-2W L-2W 560.08 5% BW 564.60 1.5% 560.03 560.38 TP 567.06 565.75 565.75 565.75 BW 558.13 PERFORATED DRAINS BEHIND RETAINING WALL TO TIE INTO TW 560.93 BW 560.00 BS 560.05 L-2W UP 562.84 562.88 562.88 UP L-3 565.67 565.70 565.70 L-3 565.69 1% 1% TS 565.57 BS 564.57 0 5 10 20 L310 1.0% DRAINAGE PIPING ALONG SOUTH PROPERTY LINE; SEE CIVIL PLANS 562.84 565.66 1% ACCESSIBLE TW 561.56 ROUTE UP 1.5% TW 556.40 TW 561.57 TW 565.57 SEE L310 1.8% 554.90 555.06 555.06 BW 555.06 554.50 (555.70) L-3 L-5 565.74 GRADING NOTES: 2% 2% 1'-8" TW 565.57 FFE BASEMENT (555.10) BW 563.00 565.73 565.51 554.86 ACCESSIBLE ENTRY 565.63 1. SEE L100 FOR GRADING NOTES L-8 1% 565.59 2. SEE CIVIL DRAWINGS FOR PARKING AND OVERALL SITE CONTOUR GRADING 2% BW 563.50 BW 564.83 BW 565.50 565.70 TW 565.57 (565.60) 565.75 TW 565.94 565.65 565.56 TW 565.94 L-2W + (98.00) - EXISTING GRADE - FOR REFERENCE ARCHITECTS & PLANNERS L-7 (565.79) 565.72 565.63 BW 564.20 + 98.00 - PROPOSED GRADE BW 564.60 BW 564.34 ACCESSIBLE ENTRY TP 567.06 2% FFE FIRST FLOOR TW 566.17 CROWN PATH TO DRAIN; ALLOW GAP L-2B L-2W (565.90) IN METAL EDGING AT LOW CORNER 565.75 Dunbar, Williams, Milby, TO DRAIN PATH TS 565.59 564.55 UP BS 564.59 Pittman, and Vaughan 565.75 BW 565.61 STRUCTURAL ENGINEERS PLANTER DRAINS ALONG HOUSE TO 110 Third St. NE, Charlottesville, VA 22902 PHONE: 434.293.5171 TIE INTO PLANTER DRAINS AT NORTH PROPERTY LINE SIDE OF HOUSE TW 566.17 L-7 BW 565.59 554.50 L-2W 1.5% Setty 565.75 1'-0" MEP/FP ENGINEERS 3040 Williams Drive, Suite 600, Fairfax, VA 22031 6" PHONE: 703.691.2115 1.5% BW 565.61 L-2B Timmons Group 565.75 CIVIL ENGINEERS 608 Preston Ave, Suite 200, Charlottesville, VA 22903 PHONE: 434.295.1800 DRAIN SCUPPERS THROUGH CURB TW 566.17 WALL Wolf | Josey LANDSCAPE ARCHITECTS BW 565.61 310 2nd Street, SE, Suite F, Charlottesville, VA 22902 PHONE: 434.466.7472 FACE OF EXISTING WALL BELOW BW 564.60 GRADE; SEE ARCHITECTURE DWGS L-6 FOR EXTENTS 565.75 BW 564.28 TW 565.94 L-2W BS 564.59 564.53 2" TRENCH DRAIN. SEE TP 567.06 TS 565.59 CIVIL DRAWINGS. BW 565.82 554.50 SEE L310 FOR HOUSE FIRST FLOOR ACCESSIBLE ENTRY L-2B PERFORATED DRAINS BEHIND WEST PROPERTY FFE FIRST FLOOR 565.75 L-8 TS 565.59 1.5% BS 564.32 TS 565.82 SEATWALL TO TIE INTO FRENCH DRAIN PIPING OR DAYLIGHT TO NORTH SEE L310 L-7 (565.79) UP 1.5% UP 2% PROPERTY LINE; DO NOT IMPACT 1.5% EXISTING TREES ALONG NORTH (565.96) PROPERTY LINE 1% PROVIDE SLEEVING FOR FUTURE BW 565.82 TS 565.59 BS 564.59 IRRIGATION, (2) 2" PVC PIPES 565.75 L-2W TP 567.06 ROAD 564.53 BW 564.28 ACCESSIBLE ENTRY L-6 BW 564.60 FINAL SITE PLAN FFE BASEMENT (555.07) TW 565.94 BW 565.61 565.75 L-5 TW 566.17 554.77 RUGBY L-3 555.06 555.06 L-3 FRONT BW 555.02 555.06 TERRACE 5 EPSILON SIGMA HOUSE OF TW 558.93 FRENCH DRAIN, L500 TYP L-2B 554.50 KAPPA KAPPA GAMMA 1.5% DINING 565.75 FACE OF WALL (TYP) 1'-0" 5 % TERRACE 1. FFE STAIRWELL 1.8% L-2W (560.19) 6" BW 564.28 PLANTER DRAINS ALONG HOUSE TO LAWN L-2W 560.38 TIE INTO PLANTER DRAINS AT NORTH TC/BC 554.77 TW 558.93 560.15 L-3 1.6% SIDE OF HOUSE 565.75 TW 561.56 503 RUGBY ROAD Charlottesville, VA ACCESSIBLE 1.5% 1.5% 1.5% ROUTE L-2W 554.79 L-2W DRAIN SCUPPERS THROUGH 1.1% TC/BC 554.50 TW 566.17 CURB WALL 2% 565.75 BW 565.61 CURB TRANSITION TW 556.46 TW 556.46 TW 558.93 BW 554.86 L-2W ACCESSIBLE ENTRY TC 555.00 BW 554.57 FFE FIRST FLOOR (565.79) L-2B BW 556.00 BW 557.50 BC 554.50 L-2W BW 555.06 560.34 5% TW 560.93 BW 554.92 L-2W L-2W 560.03 560.08 5% BW 564.60 560.38 TP 567.06 565.75 565.75 565.75 TW 560.93 562.84 562.88 565.70 565.70 1% TS 565.57 BS 564.57 BW 558.13 L-3 L-3 565.69 1% EXISTING SIDEWALK BW 560.00 BS 560.05 UP UP L-2W 565.67 FACE OF RISER, 562.88 1.0% 562.84 565.66 1% ACCESSIBLE TYP TW 561.56 ROUTE UP 1.5% BW 559.95 560.03 TW 567.06 SIDE TERRACE 559.92 562.33 BW 564.50 (555.75) TS 565.57 2% BW 565.62 BW 565.62 L-2W TP 567.06 BS 564.57 L-2B BW 564.37 560.10 565.58 L-2W TW 565.94 565.57 PRO BW 565.32 PE RTY BW 564.58 TW 567.06 TW 567.06 LINE BW 565.50 BW 565.65 (559.70) This drawing is the property of the Architect & may not be re-produced (560.28) 560.50 (565.34) or used without the express permission of the Architect. 1% PERFORATED DRAINS BEHIND The contractor is responsible for DRAIN INLET (TYP), SEE CIVIL DWGS SEATWALL TO TIE INTO FRENCH DRAIN checking & verifying all levels and dimensions, and shall report any (555.24) PIPING OR STORM INLET PIPING discrepancies to the Architect. ALONG SOUTH PROPERTY LINE LEVEL (562.00) ACCESSIBLE ROUTE L320 Grading Plan 1% EXIS (563.00) TING SIDE WA LK LA PROJECT 1810 MB ET DATE 06/24/2020 H REVISIONS LA MARK DATE DESCRIPTION NE (565.43) 565.51 (565.59) 0 5 10 20 L320 ARCHITECTS & PLANNERS Dunbar, Williams, Milby, Pittman, and Vaughan STRUCTURAL ENGINEERS 110 Third St. NE, Charlottesville, VA 22902 PHONE: 434.293.5171 Setty MEP/FP ENGINEERS 3040 Williams Drive, Suite 600, Fairfax, VA 22031 PHONE: 703.691.2115 Timmons Group CIVIL ENGINEERS 608 Preston Ave, Suite 200, Charlottesville, VA 22903 PHONE: 434.295.1800 Wolf | Josey LANDSCAPE ARCHITECTS 310 2nd Street, SE, Suite F, Charlottesville, VA 22902 PHONE: 434.466.7472 1 ELEVATION FROM LAMBETH LANE 2 SECTION THROUGH ENTRY WALK FACING NORTH L400 SCALE: 1/4" = 1'-0" L400 SCALE: 1/4" = 1'-0" FINAL SITE PLAN EPSILON SIGMA HOUSE OF KAPPA KAPPA GAMMA 503 RUGBY ROAD Charlottesville, VA 3 SECTION THROUGH BIKE TERRACE FACING EAST 4 BIKE TERRACE FACING SOUTH 5 SECTION THROUGH FRONT COURTYARD FACING NORTH L400 SCALE: 1/4" = 1'-0" L400 SCALE: 1/4" = 1'-0" L400 SCALE: 1/4" = 1'-0" This drawing is the property of the Architect & may not be re-produced or used without the express permission of the Architect. The contractor is responsible for checking & verifying all levels and dimensions, and shall report any discrepancies to the Architect. L400 Sections and Elevations PROJECT 1810 DATE 06/24/2020 REVISIONS MARK DATE DESCRIPTION 6 L400 SECTION THROUGH DINING TERRACE FACING EAST SCALE: 1/2" = 1'-0" 7 L400 NORTH RETAINING WALL SECTION FACING WEST SCALE: 1/4" = 1'-0" L400 ARCHITECTS & PLANNERS Dunbar, Williams, Milby, Pittman, and Vaughan STRUCTURAL ENGINEERS 110 Third St. NE, Charlottesville, VA 22902 PHONE: 434.293.5171 Setty MEP/FP ENGINEERS 3040 Williams Drive, Suite 600, Fairfax, VA 22031 PHONE: 703.691.2115 Timmons Group CIVIL ENGINEERS 1 WEST RETAINING WALL/FENCE AT PARKING LOT - WEST ELEVATION 608 Preston Ave, Suite 200, Charlottesville, VA 22903 PHONE: 434.295.1800 L410 SCALE: 1/4" = 1'-0" Wolf | Josey LANDSCAPE ARCHITECTS 310 2nd Street, SE, Suite F, Charlottesville, VA 22902 PHONE: 434.466.7472 FINAL SITE PLAN 2 WEST FENCE AT PARKING LOT - EAST ELEVATION EPSILON SIGMA HOUSE OF L410 SCALE: 1/4" = 1'-0" KAPPA KAPPA GAMMA 503 RUGBY ROAD Charlottesville, VA 3 NORTH FENCE AT PARKING LOT - ELEVATION This drawing is the property of the Architect & may not be re-produced or used without the express permission of the Architect. L410 SCALE: 1/4" = 1'-0" The contractor is responsible for checking & verifying all levels and dimensions, and shall report any discrepancies to the Architect. L410 Sections and Elevations PROJECT 1810 DATE 06/24/2020 REVISIONS MARK DATE DESCRIPTION L410 2" MIN. NATURAL CLEFT NATURAL CLEFT BLUE 1 " 8 WIDE SAW CUT JOINT. DEPTH OF JOINT CRUSHED STONE APPLIED BLUE BLUESTONE; SEE PLAN BLUESTONE; SEE PLAN FOR TO BE 1.25" IN CONTROL JOINT LOCATIONS AND COMPACTED IN (2) FOR DIMENSIONS 3'-0" DIMENSIONS AND 1/2" - 1" IN DECORATIVE LOCATIONS; 2" LAYERS. SEE NOTES 3 SEE PLAN FOR JOINT LAYOUT. STEEL EDGE STAKED IN 8" MORTAR JOINT PLANTED JOINT, TYP 2% CROWN 2% CROWN PLACE @ 2'-6" O.C. WELD 1" MORTAR SETTING BED 3,000 PSI CONCRETE WITH EQ; SEE PLAN TOPSOIL 1" BELOW TOP CORNERS AND TOUCH UP INTREGRAL COLOR, SANDSCAPE REINFORCED CONCRETE SLAB; OF PAVER PAINT CUT EDGES. SEE SPECS 2" SAND OR STONE DUST SETTING BED 6" X 6" -W2.1 X W 2.1WELDED ARCHITECTS & PLANNERS 6" X 6" -W2.1 X W 2.1 WELDED COMPACTED AGGREGATE WIRE FABRIC SET MID DEPTH WIRE FABRIC SET MID DEPTH COMPACTED AGGREGATE 2 LAYERS GEOTEXTILE COMPACTED AGGREGATE COMPACTED AGGREGATE FABRIC COMPACTED SUBGRADE Dunbar, Williams, Milby, COMPACTED SUBGRADE COMPACTED NOTES: COMPACTED SUBGRADE Pittman, and Vaughan STRUCTURAL ENGINEERS NOTES: SUBGRADE 1. CRUSHED STONE TO BE 12" BROWN CRUSHER RUN BY ROSE HAULING, 110 Third St. NE, Charlottesville, VA 22902 1. PITCH STONE PAVING ACCORDING TO GRADING PLAN NOTES: WWW.ROSEHAULING.COM; PROVIDE SAMPLE PHONE: 434.293.5171 2. MAXIMUM VERTICAL DIFFERENCE BETWEEN TOP OF ADJACENT STONE SHALL BE 1 1. EDGES OF CONCRETE TO BE SQUARE 2. STEEL EDGING: BORDER KING BY BORDER CONCEPTS, 8". MISSHAPEN OR DEFORMED STONE ARE NOT ACCEPTABLE. 2. SEE CIVIL DRAWINGS AND SPECS FOR CONCRETE STRUCTURAL DETAILS WWW.BORDERCONCEPTS.COM; BLACK WITH STANDARD STAKES 3. PROVIDE SAMPLE OF MORTAR 3. PROVIDE SAMPLE OF SANDSCAPE FINISH Setty 1 BLUESTONE PAVING ON CONCRETE 2 BLUESTONE STEPPING STONES 3 SCORED CONCRETE PAVING 4 CRUSHED STONE PAVING MEP/FP ENGINEERS 3040 Williams Drive, Suite 600, Fairfax, VA 22031 L500 SCALE: 1" = 1'-0" L500 SCALE: 1" = 1'-0" L500 SCALE: 1" = 1'-0" L500 SCALE: 1" = 1'-0" PHONE: 703.691.2115 Timmons Group CIVIL ENGINEERS 608 Preston Ave, Suite 200, Charlottesville, VA 22903 PHONE: 434.295.1800 Wolf | Josey FACING BRICK TO MATCH 2'-6" HOUSE; SEE NOTES L100 10 BRICK PIER WITH 10 LANDSCAPE ARCHITECTS 310 2nd Street, SE, Suite F, Charlottesville, VA 22902 2'-4" L500 2'-2" PHONE: 434.466.7472 BLUESTONE CAP L500 UNPAINTED BRICK; SEE NOTES L100 2" BLUESTONE TREAD; 2" BLUESTONE TREAD; THERMAL C L L-2W BEGA LIGHT MOUNTED 1 2'-0" 2" EXPANSION JOINT AND SPECS THERMAL TOP AND FINISH ON TOP AND EXPOSED TO BRICK FACE; ALIGN WITH WITH CONCAVE EXPOSED EDGES COMPOST AND EDGES BRICK COURSE AS SHOWN SEALANT BLUESTONE RISER, SAND MIX BLUESTONE RISER, THERMAL FACE; 1 2"EXPANSION JOINT CONCRETE PAVING 3 THERMAL FACE; WRAP 10" FIRMED DOUBLE WRAP SIDES AT OPEN STEPS C BELOW MORTAR L500 1" TYP L SIM 1'-44 SIDES AT OPEN STEPS WASHED USGA SAND FINISH GRADE #57 WASHED 1 1.5% WASH TRENCH DRAIN; SEE NOTES SEE PLAN L500 DRAINAGE GRAVEL 4" PERFORATED 1'-6" EXPANSION JOINT PVC PIPE 1.5% 1 11" BLUESTONE 3" 4 1 L500 1" 14 TYP PAVING ON 3" L500 FINAL SITE PLAN TYP CONCRETE 3" #4 REBAR AT 1'-4" O.C., BOTH WAYS EPSILON SIGMA HOUSE OF #4 REBAR AT 1'-4" O.C., BOTH WAYS 3,500 PSI CONCRETE KAPPA KAPPA GAMMA 6" 3,500 PSI CONCRETE 5 8" MORTAR SETTING BED 5 8" MORTAR SETTING BED (2) #4 CONT. 1 2" EXPANSION JOINT BELOW MORTAR NOTES: 1. TRENCH DRAIN: INFINITY DRAIN S-AG 3860 IN OIL RUBBED BRONZE. (2) #4 CONTINUOUS PROVIDE CUT SHEET. SEE CIVIL DRAWINGS FOR DETAILS. INSTALL PER 503 RUGBY ROAD 1'-6" Charlottesville, VA COMPACTED AGGREGATE MANUFACTURER'S INSTRUCTIONS. 1'-6" COMPACTED AGGREGATE 2. TRENCH DRAIN TO HAVE POSITIVE DRAINAGE AND TIE INTO FRENCH COMPACTED SUBGRADE DRAIN AT LAWN. COMPACTED SUBGRADE 5 FRENCH DRAIN AT FRONT LAWN 6 SOUTH BLUESTONE STAIR AT FRONT PORCH 7 BLUESTONE STAIR AT FRONT ENTRY L500 SCALE: 1" = 1'-0" L500 SCALE: 1" = 1'-0" L500 SCALE: 1" = 1'-0" THERMALED BLUESTONE CAP DIM VARIES; SEE PLAN 1 1 WITH 4" X 2" DIP EDGE BOTH 1'-6" CONDUIT HUB; CONDUIT PER ELEC CODE TP 567.06 WASH SIDES; SEE PLAN FOR DIMS. THERMALED BLUESTONE CAP 1'-4" THERMALED BLUESTONE 3/8" EXPANSION JOINT WITH 1 1 WITH 4" X 2" DIP EDGE BOTH SIDES; L-2W BEGA LIGHT MOUNTED TO BRICK FACE 1'-1" CAP; SEE PLAN FOR DIMS TB ALIGN WITH HOUSE BRICK SEALER BELOW MORTAR WASH SEE PLAN FOR LENGTHS 1" TW 565.94 11" COURSING FIN TB ALIGN WITH HOUSE BRICK COURSING 1 BLUESTONE PAVING GRADE WASH TW 566.17 L500 ON CONCRETE UNPAINTED FACING BRICK IN 1" RUNNING BOND PATTERN BLUESTONE PAVING 1 TB ALIGN WITH HOUSE BRICK FACING BRICK TO MATCH ON CONCRETE L500 COURSING HOUSE OR UNPAINTED #4 AT 12" HORIZ. (LAP 1'-10") 1" BRICK IN RUNNING BOND This drawing is the property of the Architect & may not be re-produced or used without the express WITH 3 8" MORTAR JOINTS, permission of the Architect. 4" PERF PVC PIPE; WATERPROOFING; SEE SPECS 7 SCUPPER AS INDICATED ON PLANS. FIN L520 GRADE The contractor is responsible for DRAIN; SEE NOTES 1 X 12" SEE NOTES ON L100 checking & verifying all levels and dimensions, and shall report any 4" DIP EDGE; discrepancies to the Architect. 4" CMU BELOW GRADE. BOTH SIDES FACING BREAK, PAINT TO GROUT CAVITY SOLID COMPACTED #57 3/8" EXPANSION JOINT MATCH HOUSE; BOTH SIDES. 3,000 PSI CONCRETE SEE NOTES L100 AND SPECS GRAVEL WRAPPED IN WITH FLUSH SEALANT 4" CMU BELOW GRADE. FILTER FABRIC ALL #4 AT 24" GROUTED IN GROUT CAVITY SOLID SIDES; MIN 4" GRAVEL SOLID INTO MASONRY. L500 (3) #5 REBAR CONT. Details AROUND PIPE 3,000 PSI CONCRETE EMBED 16" INTO 2" 3,000 PSI CONCRETE #4 @ 12" HORIZ EACH FACE #4 DOWELS WITH 8" HOOK IN CONCRETE CLR FOOTING AT 12" O.C. CENTER #4 AT 12" HORIZ #4 @ 12" DOWELS WITH 8" IN 8" WALL 8" HOOK AT FOOTING PROJECT 1810 COMPACTED SUBGRADE (3) #5 CONT. (LAP 2'-3") #4 @ 12" DOWELS WITH (4) #5 CONT DATE 06/24/2020 8" REVISIONS 8" HOOK IN FOOTING 2'-0" COMPACTED SUBRGRADE MARK DATE DESCRIPTION NOTES: 1. MORTAR TO BE TYPE N OR S, CONCAVE. PROVIDE SAMPLE OF MORTAR AND JOINT. COMPACTED SUBGRADE 8" 8" 2. BRICK COURSING TO ALIGN WITH COURSING ON PROXIMATE WALLS AND HOUSE. 2'-0" NOTES: NOTES: 3. TIE DRAIN PIPTE INTO FRENCH DRAINS AT LAWN OR DAYLIGHT ON THE NORTH SIDE OF THE 1. MORTAR TO BE TYPE N OR S. JOINT TO MATCH HOUSE. 1. MORTAR TO BE TYPE N OR S. AT UNPAINTED CONDITIONS, USE TYPE S, CONCAVE. PROPERTY; DO NOT IMPACT TREES ALONG NORTH OF PROPERTY. 2. BRICK COURSING TO ALIGN WITH COURSING ON HOUSE AND ADJOINING PIERS 2. PROVIDE SAMPLE OF MORTAR COLOR AND JOINT. 4. MAXIMUM RETAINING WALL CAPACITY IS 1'-8" 3. MAXIMUM RETAINING WALL CAPACITY IS 1'-8" 3. BRICK COURSING TO ALIGN WITH COURSING ON BUILDING AND ASSOCIATED WALLS. 4. MAXIMUM RETAINING CAPACITY IS 1'-8" 8 BRICK SEAT WALL WITH BLUESTONE CAP 9 BRICK CURB WALL WITH BLUESTONE CAP 10 TYPICAL BRICK PIER WITH BLUESTONE CAP L500 L500 SCALE: 1" = 1'-0" L500 SCALE: 1" = 1'-0" L500 SCALE: 1" = 1'-0" TF 559.00' 6" 112" X 6" PT SUPPORTS BETWEEN W BEAMS; CENTER B/W BEAMS 3 HORIZONTAL WOOD FENCE; ALIGN L510 WOOD SLATS WITH ADJACENT FENCE 1 SHORING WALL WITH 1X6 STAINED CEDAR BOARDS CUT TO SIZE TW 559.00 L510 WOOD FENCING 6X4 W-BEAM PREDRILLED TO RECEIVE 2 X 4 PT SUPPORT BEHIND FENCE WOOD SLATS 1X6 PT BLOCKING BOLTED TO W-BEAM (FENCE BEYOND) GATE/FENCE TO RECEIVE SLATS 4 X 4 CEDAR POST (BEYOND) 1X6 STAINED CEDAR BOARDS POST, TYP 3" X 6" STEEL TUBE WELDED TO W-BEAM AS SCORED VEHICULAR GUARDRAIL; SEE L110 FOR EXTENTS ASPHALT; SEE CONCRETE 3 ARCHITECTS & PLANNERS ASPHALT PAVING; CIVIL DWGS L500 2 X 4 PT SUPPORT BEHIND FENCE PAVING BOTTOM 6" x 12" CONCRETE CURB LINTEL SEE CIVIL DWGS FIN GRADE OF FENCE TL VARIES 553.00-555.50 FIN. GRADE TOP OF LINTEL (VARIES) 553.00'-554.00' 6" X 12" CONCRETE CURB LINTEL Dunbar, Williams, Milby, 3" x 6" PRESTRESSED CONCRETE LAGGING; 3" x 6" PRESTRESSED CONCRETE Pittman, and Vaughan STRUCTURAL ENGINEERS SEE NOTE LAGGING; SEE NOTE 110 Third St. NE, Charlottesville, VA 22902 PHONE: 434.293.5171 TOP OF LINTEL BEHIND COMPACTED FILL EXISTING RETAINING WALL TO BE COMPACTED DEMOLISHED; SEE DEMO PLAN 2 EX. EXISTING GRADE FILL 1 GRADE 550.00 (VARIES; SEE NOTE) PROVIDE DRAINAGE AND Setty EXISTING CONCRETE RETAINING WATERPROOFING AS NEEDED BEHIND MEP/FP ENGINEERS COMPACTED #57 STONE NOTES: WALL; SEE NOTES 3040 Williams Drive, Suite 600, Fairfax, VA 22031 WALL; SEE NOTES 1. CONSTRUCTION ENGINEERING OF SHORING WALL IS PHONE: 703.691.2115 DRAINAGE LAYER PROVIDE DRAINAGE AND WATERPROOFING AS PROVIDED FOR AESTHETIC INTENT, PRICING AND STEEL PLATE SHOP WELDED TO BEAM. Timmons Group CIVIL ENGINEERS NEEDED BEHIND WALL; SEE NOTE COORDINATION ONLY. CONTRACTOR TO PROVIDE ANCHORED TO CONCRETE FOOTING; SEE 608 Preston Ave, Suite 200, Charlottesville, VA 22903 FIN FINAL ENGINEERING. NOTES PHONE: 434.295.1800 COMPACTED SUBGRADE GRADE (SEE NOTE) 2. WALLS SHALL BE DESIGNED SUCH THAT THE CITY OF Wolf | Josey STEEL BEAM WELDED TO STEEL PLATE. SET IN REINFORCED CONCRETE FOOTING; LANDSCAPE ARCHITECTS CHARLOTTESVILLE CAN EXCAVATE A 5-WIDE TRENCH CONCRETE, ATTACHED TO NEW CONCRETE SEE NOTES 310 2nd Street, SE, Suite F, Charlottesville, VA 22902 CENTERED ON THE NEARBY SEWER PIPE LINE, OR 5-FEET PHONE: 434.466.7472 FOUNDATION; SEE NOTES AROUND THE MANHOLES NORTH OF THE FENCE TO A NOTES: COMPACTED 1. EXISTING CONCRETE WALL HEIGHT VARIES FROM 24" TO 39". DEPTH OF 1-FOOT BELOW THE PIPE OR MANHOLE INVERT SUBGRADE (UNKNOWN) 2. CONSTRUCTION ENGINEERING OF SHORING WALL IS PROVIDED FOR AND THE RETAINING WALLS WILL NOT BE AESTHETIC INTENT, PRICING AND COORDINATION. CONTRACTOR TO COMPROMISED. SEE CIVIL PLANS FOR SEWER AND PROVIDE FINAL ENGINEERING. MANHOLE LOCATIONS. 3. COAT OR SEAL W-BEAM AS NEEDED TO PREVENT RUST. 3. CEDAR TO BE SMOOTH CUT WITH SQUARE EDGES. 4. CEDAR TO BE SMOOTH CUT WITH SQUARE EDGES. 4. STAIN CEDAR AND PRESSURE TREATED SUPPORT WITH 5. STAIN CEDAR AND PRESSURE TREATED SUPPORT WITH ONE COAT OF ONE COAT OF CABOTS WEATHERING STAIN; INSTALL PER CABOTS WEATHERING STAIN; INSTALL PER MANUFACTURERS MANUFACTURERS INSTRUCTIONS; PROVIDE SAMPLE INSTRUCTIONS; PROVIDE SAMPLE. 5. TRIM BOTTOM BOARD WITH LEVEL CUT TO BE A MIN. 1" 6. TRIM BOTTOM BOARD WITH LEVEL CUT TO BE A MIN. 1" CLEAR OF CLEAR OF PAVING, MAXIMUM 6" GAP ABOVE PAVING. PAVING, MAXIMUM 6" ABOVE PAVING. PROVIDE EVEN STEPPING PROVIDE EVEN STEPPING BETWEEN POSTS AT SLOPED BETWEEN POSTS AT SLOPED GRADES. GRADES. 7. PROVIDE SAMPLE INSTALLATION WITH ATTACHEMENTS. FINAL SITE PLAN 1 WEST SHORING RETAINING WALL WITH VEHICULAR GUARDRAIL 2 NORTH SHORING RETAINING WALL L510 SCALE: 1/2" = 1'-0" L510 SCALE: 1/2" = 1'-0" EPSILON SIGMA HOUSE OF KAPPA KAPPA GAMMA PITCH TOP OF POSTS TO DRAIN, 12" 2 NORTH SHORING SEATWALL WITH BLUESTONE CAP; WASH L510 WALL 8 L500 COPING OVERHANGS 12" ON TF 559.00 BACKSIDE AND 112" ON FRONT 1X6 STAINED CEDAR BOARDS CUT TO SIM 212" SIZE 1 BRICK COPING; SEE 503 RUGBY ROAD 1'-5" Charlottesville, VA 1X6 STAINED CEDAR BOARDS SCORED GUARDRAIL AT SEATWALL DETAIL 4/L510 FOR 3 1'-6" L520 1'-3" L500 CONCRETE COPING PATTERN SCREW BOARDS WITH SS WOOD 1'-4" WASH PAVING SCREWS (2 PER END), COUNTERSINK 1 BRICK RETAINING WALL; FACE BRICK TO AND PLUG VISIBLE HOLES TW 561.56 L530 PAINT BOTH SIDES MATCH HOUSE, METAL FLASHING 1" FLUSH WITH FACE PAINT; SEE NOTES ON 4X4 CEDAR WOOD POST (TYP) 1 2" EXPANSION OF BRICK L100 AND SPECS JOINT; SEE SPECS 3500 PSI CONCRETE 2X4 PT WOOD BRACING, STAINED BW VARIES #4 AT 12" HORIZ. ATTACH POST TO CONCRETE WITH 560.15-559.95 CONCEALED POST BRACKET,SEE DTL FINISH GRADE #4 AT 12" VERTICAL WITH 8" HOOK AT FOOTING ASPHALT 2" CLEAR ASPHALT; SEE CIVIL SEE CIVIL PLANS DWGS SCORED CONCRETE 2" CLEAR 3 SCORED CONCRETE PAVING L500 PAVING 5 WOOD BENCH L520 (ADD ALT) This drawing is the property of the Architect & may not be re-produced or used without the express permission of the Architect. 4X4 POST 556.30 The contractor is responsible for checking & verifying all levels and CONCEALED FLANGE; DOWELS dimensions, and shall report any discrepancies to the Architect. ATTACH TO CONCEALED BRACKET; SIMPSON (3) #5 CONT. CONCRETE WITH STRONGTIE CPT44Z OR EQ. ANCHOR BOLTS BW 555.06 ACCORDING TO 4" MIN CONCRETE BASE COMPACTED MANUFACTURERS SUBGRADE L510 INSTRUCTIONS 8" Details 3'-0" NOTES: POST DETAIL PLAN - 1 1/2" = 1'- 0" POST DETAIL (NTS) 1. CONCRETE WALL AT 3500 PSI PROJECT 1810 2. BRICK COURSING TO ALIGN WITH PROXIMATE RETAINING WALLS AND HOUSE NOTES: 3. PAINT BRICK FACING AND COPING TO MATCH HOUSE. SEE SPECS. DATE 06/24/2020 1. CEDAR TO BE SMOOTH CUT WITH SQUARE EDGES. 4. METAL FLASHING TO BE YORK 304 STAINLESS STEEL FLASHING OR EQUAL. ADHERE TO REVISIONS MARK DATE DESCRIPTION 2. STAIN CEDAR AND PRESSURE TREATED SUPPORT WITH ONE COAT OF CABOTS WEATHERING MASONRY, SEAL PENETRATIONS. INSTALL PER MANUFACTURERS INSTRUCTIONS STAIN; INSTALL PER MANUFACTURERS INSTRUCTIONS; PROVIDE SAMPLE 3. TRIM BOTTOM BOARD WITH LEVEL CUT TO BE A MIN. 1" CLEAR OF PAVING, MAXIMUM 6" GAP ABOVE PAVING. PROVIDE EVEN STEPPING BETWEEN POSTS AT SLOPED GRADES. 3 L510 HORIZONTAL WOOD FENCE SCALE: 3/4" = 1'-0" 4 L510 BRICK SEATWALL/RETAINING WALL SCALE: 3/4" = 1'-0" 5 L510 BRICK WALL WITH BRICK CAP SCALE: 3/4" = 1'-0" L510 1 2"SQUARE STEEL PICKETS, TYP 1/2" X 1 1/2" STEEL BAR TOP, 1/2" X 1 1/2" STEEL BAR TOP, SIDES AND BOTTOM RAIL SIDES AND BOTTOM RAIL 4'-10" 4'-10" 4'-10" 1 (BUILDING) +/- 3" 2"SQUARE STEEL 7" 1/2" X 1 1/2" STEEL BAR EQ 2" EQ 2" EQ ANGLE BOLTED TO 4" 3 PICKETS, TYP TBD L520 1/2" X 1 1/2" STEEL BAR MASONRY 1/2" X 1 1/2" STEEL BAR, TYP TYP 3 4" EMBEDDED THREADED ROD CUT TO WITH ANGLE , BOLT TO 3 LENGTH WITH WASHER AND CAP; DRILL BUILDING L520 AND EPOXY IN PLACE ARCHITECTS & PLANNERS 1 4 SEATWALL WITH L520 L510 BLUESTONE CAP; SIM. 1/2" X 1/2" STEEL PICKET Dunbar, Williams, Milby, 1/2" X 3" X 12" Pittman, and Vaughan STEEL PLATE STRUCTURAL ENGINEERS FACE OF BLUESTONE 110 Third St. NE, Charlottesville, VA 22902 PHONE: 434.293.5171 FINISH GRADE COPING; 12" OVERHANG FINISH BEHIND WALL PLATE BELOW GRADE 1/2" X 1 1/2" STEEL BAR COPING 1/2" X 1 1/2" X 2" Setty STEEL BAR MEP/FP ENGINEERS 2 GUARDRAIL 3040 Williams Drive, Suite 600, Fairfax, VA 22031 ATTACHMENT TO 3" PHONE: 703.691.2115 L520 NOTES: FACE OF WALL Timmons Group 1. MATCH COLOR AND FINISH OF ARCHITECTURAL CIVIL ENGINEERS 608 Preston Ave, Suite 200, Charlottesville, VA 22903 GUARDRAILS ON HOUSE PHONE: 434.295.1800 2. PROVIDE SHOP DRAWINGS Wolf | Josey LANDSCAPE ARCHITECTS 1 GUARDRAIL AT SEATWALL 2 GUARDRAILCROSS SECTION 3 GUARDRAIL PLAN SECTION 310 2nd Street, SE, Suite F, Charlottesville, VA 22902 PHONE: 434.466.7472 L520 SCALE: 3/4" = 1'-0" L520 SCALE: 1" = 1'-0" L520 SCALE: 1" = 1'-0" 6" 3'-6" 3" C L 3" 10 BRICK SEATWALL WITH L500 BLUESTONE CAP; PAINT BRICK ALIGN 2'-0" SIM BRACKET AND STEEL ROD PLAN FINAL SITE PLAN SS BRACKET ANCHORED TO 9 BRICK CURB WALL WALL; 4' O.C. L500 WITH BLUESTONE CAP 1 7 STONE SCUPPER, 1 BLUESTONE PAVING X 6" X 6" PLATE WITH (2) 12" DIA. ADHESIVE 2" 1 L520 PITCH TO DRAIN L500 ON CONCRETE 3/8" EXPANSION JOINT 8" GALVANIZED STEEL STEEL ROD WITH METAL SPACERS ANCHORS WITH 4" EMBED(HILTI RE-500 V3 OR 2" PLATE, ALIGN WITH BRICK THREADED THROUGH WOOD, 2' APPROVED EQUIVALENT), SEE DETAIL TYP WITH FLUSH SEALANT ALIGN TO FACE OF EPSILON SIGMA HOUSE OF O.C. BOLT AND PLUG ENDS 1" BLUESTONE SCUPPER, BRICK; BOTH SIDES 3 8"" X 3" PLATE WELDED TO TOP OF BRACKET BLUESTONE PAVING 1 SET IN MORTAR KAPPA KAPPA GAMMA ON CONCRETE L500 STEEL ROD WITH METAL SPACERS THREADED THROUGH WOOD, 2' O.C. BOLT AND PLUG ENDS TS 565.59 1 TOP OF SCUPPER +/- 4" 2"x4" CEDAR; SEALED 2" X 9" SS DOWEL, 1 (BRICK GREASED ON ONE END 4" x 12" DRIP EDGE WALL) 11" C L 503 RUGBY ROAD Charlottesville, VA 2 114" 312" 114" NOTES: 1. TIE SEATWALL INTO ADJOINING COLUMNS WITH SILL ELEVATION ATTACHEMENT, SEE ARCHITECTURE DRAWINGS 1 2" 1'-9" NOTE: ADJUST SCUPPER LOCATION IF NEEDED TO WOOD BENCH ENLARGEMENT PLATE DETAL ALIGN WITH BRICK OPENING. REVIEW IN FIELD. 5 WOOD BENCH (ADD ALTERNATE) 6 SEATWALL AT SIDE TERRACE 7 STONE SCUPPER L520 SCALE: 1" = 1'-0" L520 SCALE: 3/4" = 1'-0" L520 SCALE: 1" = 1'-0" 1'-6" 1 2"CHAMFER REINFORCED CAST IN PLACE CONCRETE PLAN 1" 2'-44 WASH SEATWALL; SEE NOTE #4 AT 12" HORIZ EACH FACE 3,000 PSI CONCRETE 3/8" EXPANSION JOINT WITH CONCAVE SEALANT 121" TUBING This drawing is the property of the Architect & may not be re-produced or used without the express ASPHALT; permission of the Architect. SEE CIVIL 3 SCORED CONCRETE The contractor is responsible for checking & verifying all levels and dimensions, and shall report any DWGS L500 PAVING discrepancies to the Architect. 3" #4 AT 12" DOWELS WITH 8" GRADE L520 HOOK IN FOOTING Details (4) #5 CONT. REINFORCED CONCRETE PROJECT 1810 FOOTING DATE 06/24/2020 COMPACTED SUBGRADE NOTES: REVISIONS MARK DATE DESCRIPTION 8" 8" 1. BOLA BIKE RACK BY LANDSCAPE FORMS. STAINLESS STEEL FINISH. INSTALL PER MANUFACTURER'S INSTRUCTIONS. 2. 2'-10" 3. NOTES: INSTRUCTIONS FOR BLOWING OUT DUST, FILLING WITH WATER, SCRUBBING, AND REMOVING EXCESS WATER. 1. CONCRETE TO HAVE SMOOTH ARCHITECTURAL FINISH 4. PLACE THE BIKE RACK BACK INTO POSITION AND FILL THE HOLES WITH ANCHORING CEMENT. 2. CONCRETE TO HAVE INTEGRAL COLOR; 920 CHARCOAL BY SOLOMON 5. WIPE AWAY ANY EXCESS BEFORE IT CURES. COLORS PROVIDE SAMPLE 8 L520 CONCRETE SEAT WALL SCALE: 1" = 1'-0" 9 L520 BOLA BIKE RACK SCALE: 1" = 1'-0" L520 BRICK HEADER IN ALTERNATING PATTERN 33 1 4" 82" PLAN BRICK HEADER IN ALTERNATING PATTERN; SEE NOTES L100 ARCHITECTS & PLANNERS 1'-0" 10" BRICK COPING; SEE PLAN PLAN TW VARIES 561.57-565.57 WASH TOPSOIL; SEE NOTE Dunbar, Williams, Milby, Pittman, and Vaughan BRICK COPING; SEE PLAN FIN GRADE STRUCTURAL ENGINEERS 110 Third St. NE, Charlottesville, VA 22902 1'-5" PHONE: 434.293.5171 METAL FLASHING FLUSH WITH 1'-3" COMPACTED # 57 STONE TW 560.93 FACE OF BRICK 1" WASH BACKFILL FINISH FACING BRICK TO MATCH HOUSE; STAMPED CONCRETE; PRIME Setty GRADE 1" SEE NOTES L100 AND SPECS AND PAINT TO MATCH HOUSE; MEP/FP ENGINEERS SEE NOTES L100 3040 Williams Drive, Suite 600, Fairfax, VA 22031 WATER PROOFING; SEE SPECS PHONE: 703.691.2115 #5 AT 18" CENTERED Timmons Group CIVIL ENGINEERS WATER PROOFING; SEE SPECS 608 Preston Ave, Suite 200, Charlottesville, VA 22903 #5 AT 18" VERTICAL PHONE: 434.295.1800 COMPACTED # 57 STONE BACKFILL Wolf | Josey LANDSCAPE ARCHITECTS WALL TIES EVERY 3 ROWS #5 AT 16" FULL HT. DOWELS 310 2nd Street, SE, Suite F, Charlottesville, VA 22902 PHONE: 434.466.7472 #5 AT 16" HORIZ. #5 AT 16" HORIZ. 2 EXISTING WRAPPED IN FILTER FABRIC. SEE GRADE PLAN FOR DAYLIGHT LOCATION WRAPPED IN FILTER FABRIC; SEE 1 THROUGH PLANTER NOTE 2" DIA. WEEP HOLES @ 4' O.C. 2X4 KEY FIN GRADE 2 CMU #5 AT 16" O.C. BW VARIES 554.90-555.06 1 FINAL SITE PLAN #5 X 4'-0" AT 18" O.C. 2X4 KEY #5 AT 16" O.C. 1:1 SLOPE (6) #5 HORIZ CONT LAP 2'-4" #5 X 1'-2" X 4'-0" AT 18" (5) #5 HORIZ CONT LAP 2'-4" EPSILON SIGMA HOUSE OF 6" COMPACTED SUBGRADE KAPPA KAPPA GAMMA 4'-2" 503 RUGBY ROAD Charlottesville, VA NOTES: NOTES: 1. CONCRETE WALL AT 3500 PSI 1. BRICK STAMPING TO EXTEND AT LEAST 6" BELOW FINISH GRADE; ALIGN TOP OF STAMP WITH BRICK 2. BRICK COURSING TO ALIGN WITH PROXIMATE WALLS COURSING ON HOUSE. 3. METAL FLASHING TO BE YORK 304 STAINLESS STEEL FLASHING OR EQUAL. ADHERE TO 2. CONCRETE WALL AT 3500 PSI MASONRY, SEAL PENETRATIONS. INSTALL PER MANUFACTURERS INSTRUCTIONS 3. PROVIDE A MINIMUM OF 24" SOIL DEPTH IN PLANTER 4. DRAIN TO TIE INTO DRAIN INLET. COORDINATE WITH CIVIL DRAWINGS. 4. PAINT STAMPED BRICK AND BRICK COPING TO MATCH HOUSE. SEE SPEC. USE MANUFACTURER RECOMMENDED PRIMER ON CONCRETE SURFACES. 5. STAMPED BRICK FORM LINER BY CUSTOMROCK PATTERN # 5018. WWW.CUSTOMROCK.COM. PROVIDE FORMLINER SAMPLE AND MOCK-UP. INSTALL PER MANUFACTURERS INSTRUCTIONS. 1 TYPICAL BRICK RETAINING WALL WITH BRICK CAP 2 STAMPED CONCRETE RETAINING WALL WITH BRICK CAP L530 SCALE: 3/4" = 1'-0" L530 SCALE: 3/4" = 1'-0" This drawing is the property of the Architect & may not be re-produced or used without the express permission of the Architect. The contractor is responsible for checking & verifying all levels and dimensions, and shall report any discrepancies to the Architect. L530 Details PROJECT 1810 DATE 06/24/2020 REVISIONS MARK DATE DESCRIPTION L530 6" LANDSCAPE CALCULATIONS: 1. REQUIRED SITE COVERAGE - 10% X 13,870SF = 1,387 SF (COVERAGE PROVIDED 2,933 SF) ARRAY PLANTS IN OFFSET GRID 2. REQUIRED STREET TREES ALONG RIGHT-OF-WAY - LENGTH 105' ALONG RUGBY ROAD AS SHOWN IF NOT OTHERWISE REQUIRED LANDSCAPING - (1) LARGE CANOPY TREE PER 40' OR (1) MEDIUM CANOPY TREE PER 25' = (2) LARGE CANOPY TREES, (1) MEDIUM CANOPY TREE INDICATED ON PLANTING PLAN PROVIDED LANDSCAPING - (2) LARGE CANOPY TREES (PRESERVED) AND (1) MEDIUM CANOPY TREE ARCHITECTS & PLANNERS Dunbar, Williams, Milby, Pittman, and Vaughan STRUCTURAL ENGINEERS 110 Third St. NE, Charlottesville, VA 22902 PHONE: 434.293.5171 (12) HYDRANGEA QUERCIFOLIA 'RUBY SLIPPERS', OAKLEAF HYDRANGEA, 4' O.C. EDGE OF PLANTING BED (2) HYDRANGEA ANOMOLA Setty PETIOLARIS CLIMBING MEP/FP ENGINEERS 3040 Williams Drive, Suite 600, Fairfax, VA 22031 HYDRANGEA ON WALL PHONE: 703.691.2115 PRO PER TY Timmons Group 1 PLANT SPACING DIAGRAM TRASH ENCLOSURE LIN E CIVIL ENGINEERS L600 SCALE: 1/4" = 1'-0" 608 Preston Ave, Suite 200, Charlottesville, VA 22903 PHONE: 434.295.1800 Wolf | Josey (9) BUXUS ' GREEN BEAUTY', LANDSCAPE ARCHITECTS DRAIN BOXWOOD, 24" HT; 36" O.C. 310 2nd Street, SE, Suite F, Charlottesville, VA 22902 LOADING INLET PHONE: 434.466.7472 AREA (12) ANEMONE 'HONORINE JOBERT' 18" O.C. BIKE (25) DRYOPTERIS ERYTHROSORA LOCKERS 'BRILLIANCE', AUTUMN FERN,18" O.C. ADA PARKING SPACE (6) ILEX x ROBIN, 48" O.C., 5' HT. (17) DRYOPTERIS ERYTHROSORA DRAIN (15) ILEX VERTICILLATA 'RED SPRITE', INLET 'BRILLIANCE', AUTUMN FERN,18" O.C. (10) BUXUS ' GREEN BEAUTY', WINTERBERRY, 3' O.C. WITH BOXWOOD, 24" HT; 30" O.C. (5) TRYCIRTIS HIRTA X 'SINONOME', TOAD (2) ILEX VERTICILLATA 'JIM DANDY' (JD), LILY,18" O.C. WINTERBERRY DRAIN INLET, 2 GROUNDCOVER PLANTING TYP (18) EPIMEDIUM 'PURPLE PIXI', (30) IRIS CRISTATA, (80) DESCHAMPSIA CESPITOSA,' BARRENWORT,12" O.C. ROAD L600 SCALE: 1/2" = 1'-0" DWARF CRESTED IRIS; TUFTED HAIRGRASS, 12" O.C. UP (1) BUXUS 'GREEN VELVET', BOXWOOD, 30" ROUND 8" - 12" O.C. FINAL SITE PLAN WITH (10) PACHYSANDRA SET TOP OF ROOT CROWN 2" PROPERTY LINE LAWN ABOVE ADJACENT GRADE RUGBY PARKING LOT SOD (1) HYDRANGEA ANOMOLA PETIOLARIS DOUBLE SHREDDED (JD) CLIMBING HYDRANGEA ON WALL (450 SF) HARDWOOD BARK MULCH WITH (15) PACHYSANDRA TERMINALIS EPSILON SIGMA HOUSE OF SHAPE SOIL SURFACE TO PROVIDE 3' DIAMETER (200) PACHYSANDRA TERMINALIS, JAPANESE KAPPA KAPPA GAMMA WATERING RING (6) BUXUS ' GREEN BEAUTY', PACHYSANDRA, 6"-8" O.C FG HOUSE BOXWOOD, 24" HT; 30" O.C. (25) SISYRINCHIUM ANGUSTIFOLIUM, UP UP BLUE-EYED GRASS, 12" O.C ROUGHEN SIDES OF (2) BUXUS 'GREEN VELVET', PLANTING HOLE BOXWOOD, 36" ROUND, BOTH SIDES (8) BUXUS ' GREEN BEAUTY', (36) SISYRINCHIUM ANGUSTIFOLIUM, BOXWOOD, 24" HT; 30" O.C. BLUE-EYED GRASS, 12" O.C PLANTING SOIL MIX; 503 RUGBY ROAD (JD) NOTE FRENCH DRAIN Charlottesville, VA REF. SPECS AT WALL, PROTECT (250) PACHYSANDRA TERMINALIS, JAPANESE DURING PLANTING PACHYSANDRA, 6"-8" O.C SIDEWALK (1) HYDRANGEA ANOMOLA PETIOLARIS EXISTING (40) PACHYSANDRA TERMINALIS, JAPANESE CLIMBING HYDRANGEA ON WALL FRONT PREPARE SUBSOIL TO FORM (CH) TERRACE LAWN PACHYSANDRA, 6" O.C WITH (15) PACHYSANDRA TERMINALIS PEDESTAL TO PREVENT SETTLING SOD (2) HYDRANGEA ANOMOLA PETIOLARIS (1) BUXUS 'GREEN VELVET', DINING (580 SF) PULL OR WASH POTTING MIX AND CLIMBING HYDRANGEA (CH) VINE BOXWOOD, 30" ROUND, MIN 2X ROOTBALL TERRACE ROOT MAT APART TO DIRECT THE WTIH (10) PACHYSANDRA DIAMETER (1) CLADRASTIS KENTUCKEA, OUTER ROOTS INTO THE ADJACENT BIKE (40) IRIS CRISTATA, YELLOWWOOD TREE; 3" CAL. SOIL. DO NOT LEAVE CIRCLING TERRACE PRO DWARF CRESTED IRIS; ROOTS AGAINST THE ROOT BALL. PER (250) PACHYSANDRA TERMINALIS, JAPANESE 3 SHRUB PLANTING (23) TY L INE (45) (B'GV') 8" - 12" O.C. PACHYSANDRA, 6"-8" O.C. WITH (300) GRAPE L600 SCALE: 1/2" = 1'-0" HYACINTH BULBS UP UP (B'GV') (2) BUXUS ' GREEN VELVET', UP BOXWOOD, 36" ROUND SIDE TERRACE (15) BUXUS ' GREEN BEAUTY', (HH) BOXWOOD, 24" HT; 30" O.C. (68) HYPERICUM CALYCINUM , ST. JOHN'S EXIS TING SIDE (5) SYRINGA MEYERI 'PALIBIN' , COMPACT WORT, 18" O.C. WA LK LILAC, 4.5' O.C. (1) CORNUS FLORIDA 'CHEROKEE PRINCESS', (21) (1) CLEMATIS 'JACKMANII' VINE, (HH) (27) (5) HYDRANGEA QUERCIFOLIA 'RUBY SET TOP OF ROOT CROWN WHITE FLOWERING DOGWOOD, 2" CAL TRAINED ON RAILING (HH) SLIPPERS', OAKLEAF HYDRANGEA, 4' O.C. 2" ABOVE ADJ GRADE (3) BUXUS ' GREEN VELVET' (B'GV'), (4) BUXUS ' GREEN BEAUTY' (B'GB'), This drawing is the property of the (6) ITEA VIRGINICA 'LITTLE HENRY', Architect & may not be re-produced or used without the express BOXWOOD, 36" ROUND BOXWOOD, 24" HT.; 30" O.C. permission of the Architect. 3" DOUBLE-SHREDDED HARDWOOD DRAIN VIRGINIA SWEETSPIRE, 3' O.C. (1) CERCIDIPHYLLUM JAPONICUM, INLET (29) MULCH, TAPER @ TRUNK, MULCH TO (29) ITEA VIRGINICA 'LITTLE HENRY', The contractor is responsible for checking & verifying all levels and PROPERTY LINE VIRGINIA SWEETSPIRE, 3' O.C. KATSURA TREE; 3" CAL. dimensions, and shall report any W/IN 2" OF TRUNK IN PLANTING AREAS discrepancies to the Architect. WITH (35) HYACINTHOIDES HISPANICA, BLUEBELL BULBS (HH), 12" - 18" O.C. EX. 18" OAK SHAPE SOIL SURFACE TO PROVIDE LA 3'-0" DIA WATERING RING PLANTING SCHEDULE MB (5) HYDRANGEA QUERCIFOLIA 'RUBY ET SLIPPERS', OAKLEAF HYDRANGEA, 4' O.C. H LA PLANTING SOIL; NE (1) CORNUS FLORIDA 'CHEROKEE PRINCESS', EXISTING TREE WHITE FLOWERING DOGWOOD, 2" CAL L600 REF. SPECS WITH (15) H. HISPANICA BULBS (HH) Planting FG (77) HYPERICUM CALYCINUM , ST. JOHN'S WORT, 18" O.C. OR GROUNDCOVER ROUGHEN SIDES OF PLANTING HOLE PROPOSED TREE REMOVE ALL WIRE & STRING FROM (1) CORNUS FLORIDA 'CHEROKEE PRINCESS', PROJECT 1810 WHITE FLOWERING DOGWOOD, 2" CAL ROOTBALL & BURLAP FROM TOP 23 OF WITH (25) H. HISPANICA BULBS (HH) DATE 06/24/2020 ROOTBALL REVISIONS NOTES: MARK DATE DESCRIPTION COMPACT SUBSOIL, FORM PEDESTAL TO PREVENT SETTLING 1. SEE TREE PROTECTION PLAN L001 FOR TREE PROTECTION DETAILS 2. CONFIRM ALL UTILITY LOCATIONS PRIOR TO ANY DIGGING. 3. HAND DIG UNDER CRITICAL ROOT ZONES OF EXISTING TREES 4. ALL TREES TO BE STAKED IN THE FIELD FOR REVIEW PRIOR TO INSTALLATION. 5. ALL SHRUBS AND PERENNIALS TO BE LAID OUT IN THE FIELD FOR APPROVAL PRIOR 3 X ROOTBALL TO INSTALLATION. 4 TREE PLANTING DIAMETER MINIMUM 6. LAYOUT PERENNIALS AND GROUNDCOVERS IN STAGGERED ROWS, PER DETAIL 1. 0 5 10 20 L600 L600 SCALE: 1/2" = 1'-0" ARCHITECTS & PLANNERS Dunbar, Williams, Milby, Pittman, and Vaughan STRUCTURAL ENGINEERS 110 Third St. NE, Charlottesville, VA 22902 PHONE: 434.293.5171 Setty MEP/FP ENGINEERS 3040 Williams Drive, Suite 600, Fairfax, VA 22031 PHONE: 703.691.2115 Timmons Group CIVIL ENGINEERS 608 Preston Ave, Suite 200, Charlottesville, VA 22903 PHONE: 434.295.1800 Wolf | Josey LANDSCAPE ARCHITECTS 310 2nd Street, SE, Suite F, Charlottesville, VA 22902 PHONE: 434.466.7472 FINAL SITE PLAN EPSILON SIGMA HOUSE OF KAPPA KAPPA GAMMA 503 RUGBY ROAD Charlottesville, VA This drawing is the property of the Architect & may not be re-produced or used without the express permission of the Architect. The contractor is responsible for checking & verifying all levels and dimensions, and shall report any discrepancies to the Architect. L700 Lighting . PROJECT 1810 DATE 06/24/2020 REVISIONS MARK DATE DESCRIPTION 0 5 10 20 L700 MITCHELL / MATTHEWS ARCHITECTS & PLANNERS 300 TWIN SYCAMORES LN., CHARLOTTESVILLE, VA22903 Tel : 434-979-7550 Fax : 434-979-5220 Dunbar, Williams, Milby, Pittman, and Vaughan STRUCTURA L ENGINEER S 110 Third St. NE, Charlottesville, VA 22902 PHONE: 434.293.5171 Setty MEP/ FP ENGINEER S 3040 Williams Drive, Suite 600, Fairfax, VA 22031 PHONE: 703.691.2115 Timmons Gr oup CIVIL ENGINEER S 608 Preston Ave, Suite 200, Charlottesville, VA 22903 PHONE: 434.295.1800 Wolf | Josey LA NDSCA PE A RCHITECTS 310 2nd Street, SE, Suite F, Charlottesville, VA 22902 PHONE: 434.466.7472 NOT FOR CONSTRUCTION MITCHELL / MATTHEWS ARCHITECTS © 2020 FINAL SITE PLAN EPSILON SIGMA HOUSE OF KAPPA KAPPA GAMMA 503 R UGB Y R OA D Char lottesville , VA This drawing is the property of the Architect & may not be re-produced or used without the express permission of the Architect. Mitchell Matthews Architects © 2020 The contractor is responsible for checking & verifying all levels and dimensions, and shall report any discrepancies to the Architect. 3D RENDERINGS PROJECT 1810 DATE 02/18/2020 NOTE: RENDERINGS ARE SCHEMATIC IN NATURE. REFER TO ELEVATIONS FOR ACCURATE INFORMATION. REVISIONS MARK DATE DESCRIPTION A0.0 Friday, February 14, 2020 12:08 PM E1 E2 E3 E4 E5 E6 4 TRUSS BRG +596.07' MITCHELL / MATTHEWS E7 ARCHITECTS & PLANNERS 300 TWIN SYCAMORES LN., CHARLOTTESVILLE, VA 22903 E8 Tel : 434-979-7550 Fax : 434-979-5220 A1 A1 A1 A1 A1 A1 E9 E10 Dunbar, Williams, Milby, Pittman, and Vaughan E11 3 3RD FLOOR STRUCTURA L ENGINEER S 110 Third St. NE, Char lottesville, VA 22902 +587.69' PHONE: 434.293.5171 E12 E22 E13 A4 A4 B8 A7 B8 A4 A4 A4 10'-7 1/2" E23 E14 Setty MEP/ FP ENGINEER S E16 E15 3040 Williams Drive, Suite 600, Fairfax, VA 22031 PHONE: 703.691.2115 E24 B11 B10 B11 B9 B9 B9 B9 B9 Timmons Gr oup CIVIL ENGINEER S E25 2 2nd FLOOR 608 Preston Ave, Suite 200, Charlottesville, VA 22903 +577.06' PHONE: 434.295.1800 E17 Wolf | Josey E26 E1 E2 E1 LA NDSCA PE A RCHITECTS L-3 FIXTURE E19 310 2nd Street, SE, Suite F, Charlottesville, VA 22902 PHONE: 434.466.7472 E27 E16 11'-4" L-6 FIXTURE BEYOND A9 E16 EXT-3B EXT-3B EXT-2 EXT-1 EXT-2 EXT-3A EXT-3A E18 FDC E20 NOT FOR EXT-9 BEYOND E21 CONSTRUCTION 1 1st FLOOR +565.73' MITCHELL / MATTHEWS ARCHITECTS FIRE DEPT. © 2020 L-2 FIXTURE E21 CONNECT. L-2 FIXTURE BEYOND E21 L-2 FIXTURE CLEANOUT FOR PRIMARY PORCH DRAIN LAMBS TONGUE FOR OVERFLOW PORCH DRAIN 10'-8" FINAL SITE PLAN -1 BASEMENT +555.06' 2 EAST ELEVATION A1.0 EPSILON SIGMA HOUSE OF SCALE: 3/16" = 1'-0" +607.73' KAPPA KAPPA GAMMA E1 E2 E3 E4 503 R UGB Y R OA D Char lottesville , VA E5 E13 E6 4 TRUSS BRG E30 E7 +596.07' E22 E8 B3 A2 A2 B3 B2 B1 B1 B2 A1 E9 E9 E10 E10 E11 E11 3 3RD FLOOR +587.69' E23 E12 E7 E13 E14 D1 C1 D1 A8 E14 10'-7 1/2" E22 E28 E13 E23 E22 E6 E23 This drawing is the property of the 2 2nd FLOOR Architect & may not be re-produced or used without the express +577.06' permission of the Architect. E31 E27 Mitchell Matthews Architects © 2020 E12 L-3 FIXTURE L-3 FIXTURE L-6 FIXTURE E24 The contractor is responsible for checking & verifying all levels and dimensions, and shall report any discrepancies to the Architect. E13 D3 C3 D3 D2 C2 D2 E25 11'-4" EXT-5 EXT-4 EXT-5 E16 E20 E21 7' B12 B13 B12 B6 B7 B6 L-3 FIXTURE ELEVATIONS L-2 FIXTURE 1 1st FLOOR +565.73' 5'-10" L-5 FIXTURE EXT-8 PROJECT 1810 E28 L-3 FIXTURE L-3 FIXTURE E22 DATE 02/18/2020 EXT-7 EXT-6 EXT-7 10'-8" E11 L-4 FIXTURE REVISIONS MARK DATE DESCRIPTION L-2 FIXTURE E22 E16 L-2 FIXTURE E21 -1 BASEMENT +555.06' 1 SOUTH ELEVATION A1.0 Friday, February 14, 2020 A1.0 SCALE: 3/16" = 1'-0" 12:09 PM E1 E34 E2 E3 E8 E4 E5 E6 4 TRUSS BRG MITCHELL / MATTHEWS +596.07' ARCHITECTS & PLANNERS E7 300 TWIN SYCAMORES LN., CHARLOTTESVILLE, VA 22903 Tel : 434-979-7550 Fax : 434-979-5220 A1 A1 A1 E8 E9 Dunbar, Williams, Milby, E10 Pittman, and Vaughan STRUCTURA L ENGINEER S 3 3RD FLOOR E11 110 Third St. NE, Char lottesville, VA 22902 PHONE: 434.293.5171 +587.69' E13 E12 A5 A5 10'-7 1/2" E14 Setty MEP/ FP ENGINEER S E34 3040 Williams Drive, Suite 600, Fairfax, VA 22031 E28 PHONE: 703.691.2115 E22 Timmons Gr oup CIVIL ENGINEER S E23 608 Preston Ave, Suite 200, Charlottesville, VA 22903 2 2nd FLOOR PHONE: 434.295.1800 +577.06' E27 Wolf | Josey E13 LA NDSCA PE A RCHITECTS 310 2nd Street, SE, Suite F, Charlottesville, VA 22902 L-6 FIXTURE PHONE: 434.466.7472 C5 D3 C3 D3 11'-4" E16 B18 E28 E20 B17 B12 B13 B12 NOT FOR E11 E21 CONSTRUCTION 1 1st FLOOR +565.73' MITCHELL / MATTHEWS ARCHITECTS L-5 FIXTURE © 2020 L-3 FIXTURE E29 E21 E32 E21 10'-8" E21 E16 EXT-10 E21 FINAL SITE PLAN (BEYOND) -1 BASEMENT +555.06' NORTH ELEVATION EPSILON SIGMA HOUSE OF 2 A1.1 SCALE: 3/16" = 1'-0" KAPPA KAPPA GAMMA E1 E2 E3 503 R UGB Y R OA D Char lottesville , VA E4 E5 E8 (BEYOND) 4 TRUSS BRG +596.07' E7 E9 A1 A1 EXT-12 B4 B4 A3 L-3 FIXTURE E10 E11 E12 3 3RD FLOOR +587.69' E22 E13 E14 A5 A5 B5 B5 A6 A8 10'-7 1/2" EXT-11 E6 L-3 FIXTURE E22 E28 This drawing is the property of the E24 Architect & may not be re-produced or used without the express permission of the Architect. E25 2 2nd FLOOR Mitchell Matthews Architects © 2020 +577.06' The contractor is responsible for checking & verifying all levels and E26 dimensions, and shall report any discrepancies to the Architect. L-3 FIXTURE C4 D4 D4 C4 C4 D4 D4 C4 C5 E27 11'-4" E16 B16 B14 B15 B15 B14 B14 B15 B15 B14 E22 ELEVATIONS E29 E11 1 1st FLOOR +565.73' E16 L-5 FIXTURE PROJECT 1810 E21 DATE 02/18/2020 L-5 FIXTURE E32 REVISIONS MARK DATE DESCRIPTION 10'-8" B19 B20 B20 B19 9'-6" E21 E2 1 E21 -1 BASEMENT +555.06' 1 WEST ELEVATION A1.1 Friday, February 14, 2020 A1.1 SCALE: 3/16" = 1'-0" 12:09 PM KAPPA BEACH PORCH BEDRM #06 BEDRM #14 206 306 306 ACCESSIBLE DOOR 206 ACCESSIBLE DOOR BEDRM #15 TO PORCH 206.1 BEDRM #07 207 TO KAPPA BEACH 307 206.2 306.1 306.2 207 307 EXT-11 CLOS CLOS EXT-12 EXT-12 CLOS CLOS MITCHELL / MATTHEWS 207.1 207.2 307.1 307.2 ARCHITECTS & PLANNERS ELEC CLOS ELEC CLOS CHASE CHASE STAIR #2 CLOS CLOS CLOS CLOS 200.2 300 TWIN SYCAMORES LN., CHARLOTTESVILLE, VA 22903 215 315 215 STAIR #2 315 300.2 Tel : 434-979-7550 Fax : 434-979-5220 CLOS CLOS 208.1 308.1 21 RISERS (6 13/32") 208 BEDRM #08 308 208 Dunbar, Williams, Milby, Pittman, and Vaughan MULTI MEDIA RM MULTI MEDIA RM 220 316 BEDRM #16 STRUCTURA L ENGINEER S 308 DOWN 110 Third St. NE, Charlottesville, VA 22902 UP PHONE: 434.293.5171 CORRIDOR CORRIDOR 200.2 216 300.2 316 CORRIDOR PLA PLAT FORM TFORM PLAT PLATF ORM FORM 221 216 LIFT LIFT LIFT LIFT 317 Setty 210.2 217 310.2 MEP/ FP ENGINEER S 3040 Williams Drive, Suite 600, Fairfax, VA 22031 STOR. PHONE: 703.691.2115 STAIR #1 219 STOR. 200.1 STAIR #1 319 300.1 Timmons Gr oup FD FD SHAFT SHAFT FD FD FD LAUNDRY FD CIVIL ENGINEER S LAUNDRY 314 608 Preston Ave, Suite 200, Charlottesville, VA 22903 214 219 319 19 RISERS (7 9/16") PHONE: 434.295.1800 18 RISERS (7 1/2") BATHROOM 210.3 214 BATHROOM 310.3 314 210 310 Wolf | Josey STOR. 2111 21 212 213 3111 31 312 313 318 LA NDSCA PE A RCHITECTS FD FD DOWN 310 2nd Street, SE, Suite F, Charlottesville, VA 22902 UP FD FD FD FD FD FD PHONE: 434.466.7472 TOILET 1 TOILET 2 TOILET 3 TOILET 1 TOILET 2 TOILET 3 211 212 213 311 312 313 218 318 STOR. 218 JANITOR JANITOR 209 309 200.1 300.1 210.1 309 310.1 209 CLOS CORRIDOR CORRIDOR CLOS 201 301 217 301.1 317 201.1 NOT FOR 202 203 204 205 302 303 304 305 CONSTRUCTION CLOS CLOS CLOS CLOS CLOS CLOS CLOS CLOS CLOS CLOS CLOS CLOS CLOS CLOS CLOS CLOS CLOS CLOS 201.2 202.1 202.2 203.1 203.2 204.1 204.2 205.1 205.2 301.1 302.1 302.2 303.1 303.2 304.2 305.1 305.2 304.1 MITCHELL / MATTHEWS ARCHITECTS BEDRM #01 201 BEDRM #09 © 2020 301 BEDRM #02 BEDRM #03 BEDRM #04 BEDRM #05 202 203 204 205 BEDRM #10 BEDRM #11 BEDRM #12 BEDRM #13 302 303 304 305 FINAL SITE PLAN 2nd FLOOR ROOF 3RD FLOOR DRAIN 3 4 EPSILON SIGMA HOUSE OF OVERFLOW SCALE: 1/8" = 1'-0" 0 4' 8' 16' DRAIN SCALE: 1/8" = 1'-0" 0 4' 8' 16' KAPPA KAPPA GAMMA 503 R UGB Y R OA D Char lottesville , VA AV CLOSET 111 111 ACCESSIBLE ROUTE CONF. RM 109 113 113 VEST. GROUP STUDY 110 109 112 STOR. 112 114.2 CHASE STAIR #2 104 B00.2 MECH ROOM STAIR #2 ACCESSIBLE DOOR B09 100.2 DINING TERRACE ACCESSIBLE FOR ACCESS TO ENTRANCE EXT-7 B09 BUILDING CK 18 RISERS (7 9/16") A 18 RISERS (7 17/32") TB K SE BAC E SET Y LIN EXT-6 JAN. OFFICE / QUIET STUDY T 114 B08 EXT-10 PER B08 PRO UP B10 UP EXT-7 LIFT EQUIP B10 B00.2.2 (5) BIKE REAR HALL LOCKERS B07 114.1 B00.2.1 100.2 PLATFORM PLATFORM LIFT HSTWAY HALL LIFT CAB MULTI-PURPOSE DINING ROOM HALL LIFT LIFT LIFT 115 B03 B05 B05 115 B07 HALL 116 MULTI-PURPOSE CHAPTER ROOM This drawing is the property of the B11.1 104 118 117 Architect & may not be re-produced B06 or used without the express STAIR #1 STAIR #1 B00.1 100.1 STOR. permission of the Architect. EXT-8 117 B12 Mitchell Matthews Architects © 2020 ABOVE SHAFT SHAFT RESTROOM HD LR The contractor is responsible for LINE 118 B06 checking & verifying all levels and dimensions, and shall report any PROPERTY discrepancies to the Architect. 18 RISERS (7 17/32") FD 19 RISERS (7 9/16") RR 106 PASSAGE STOR. B11 B12 106 UP UP SUPPLY CLOS. ACCESSIBILE PROVIDE INLINE B00.1 CLEANOUT IN 100.1 CLOS 108 DOWNSPOUT VEST. 108 120 120 105 B13 KIT OFF ELEC & MECH CL 107 CONDITIONS B13 103 RR HD LAUNDRY EXT-9 HD PORCH 121 ELEC 107 121 DISH DROP B01 B01 103 122 ACCESSIBLE EXT-5 PROJECT 1810 ENTRANCE HD CLOSET BUILDING FD 101 124 B04.1 B04.1 KITCHEN B14 DATE 02/18/2020 124 HD BEDRM REVISIONS 122 EXT-4 EXISTING B02 GREASE TRAP PARLOR / LIBRARY MARK DATE DESCRIPTION STOR. & FP 102 HD BATH 123 B02 123 EXT-5 102 FD SERVERY FOYER B04 B14 101 APPROXIMATE LOCATIONS OF FD FLOOR DRAINS CO AND CLEAN OUTS T BEV ST EXT-3B EXT-3B EXT-2 EXT-1 EXT-2 EXT-3A EXT-3A BASEMENT 1st FLOOR A1.2 1 2 Friday, February 14, 2020 SCALE: 1/8" = 1'-0" 0 4' 8' 16' ACCESSIBLE SCALE: 1/8" = 1'-0" 0 4' 8' 16' ACCESSIBLE ROUTE BUILDING ENTRANCE 12:10 PM CITY OF CHARLOTTESVILLE DEPT. OF NEIGHBORHOOD DEVELOPMENT SERVICES STAFF REPORT APPLICATION FOR APPROVAL OF A FINAL SITE PLAN PLANNING COMMISSION REGULAR MEETING MEETING DATE: Wednesday, September 9, 2020 DEVELOPMENT NAME: Chick-fil-A Barracks Road Shopping Center Final Site Plan APPLICATION NUMBER: P20-0006 Reason for Planning Commission Review: Final site plan reflects the proposed development of a property that is the subject of an existing or proposed special permit Project Planner: Joey Winter Date of Staff Report: August 27, 2020 Applicant: Mr. Brent Edmiston – Chick-fil-A Inc. Applicants Representative: Mr. Ryan Yauger – Bohler Engineering Owner of Record: Federal Realty investment Trust Application Information Property Street Address: 1000 Emmet Street North (“Subject Property”) Tax Map | Parcel Number: TM 1-1 (portion) | 010001000 Site Area (per GIS): 0.801 acres (34,892 ft2) Comprehensive Plan (Land Use Plan): Mixed Use Zoning District: Urban Corridor Mixed Used District (URB) Overlay District(s): Entrance Corridor Overlay Applicant’s Request Mr. Ryan Yauger of Bohler Engineering, on behalf of the Chick-fil-A, is seeking Planning Commission approval for the Chick-fil-A Barracks Road Shopping Center Final Site Plan. This final site plan proposes a restaurant with a drive through window at 1000 Emmet Street North in the Barracks Road Shopping Center. On January 6, 2020, City Council approved Special Use Permit SP19-00008 authorizing a restaurant with a drive through window at this location. As per the City’s Zoning Ordinance, Planning Commission shall review this final site plan because it reflects the proposed development of property that is subject to a Special Use Permit. Page 1 of 6 P20-0006 Chick-fil-A Barracks Road Shopping Center Final Site Plan Vicinity Map Zoning Map Page 2 of 6 P20-0006 Chick-fil-A Barracks Road Shopping Center Final Site Plan Standard of Review Site plan approval is a ministerial function of Planning Commission in which no discretion is involved. If this final site plan contains all required information then it must be granted approval. If Planning Commission disapproves this plan, it shall set forth in writing the specific reasons therefor. The reasons for disapproval shall identify deficiencies in this plan which cause the disapproval, by reference to specific ordinances, laws or regulations. If this plan is disapproved, Planning Commission must also generally identify modifications or corrections that will permit approval of this plan. Site Plan Requirements A. Compliance with applicable zoning district regulations [City Code - Chapter 34] Staff has determined that this site plan complies with requirements of the URB Zoning District. B. Compliance with the City’s Erosion and Sediment Control ordinance [City Code - Chapter 10] Staff has determined that this final site plan complies with the City’s Erosion and Sediment Control ordinance. Erosion and Sediment Control plans are included as site plan Sheets C3.0 through C3.4, and Stormwater Management Plans are included as site plan Sheets PS-1.0 through PS-1.4. C. Compliance with the City’s site plan requirements [City Code - Sec. 34-827 and Sec. 34-828] Staff has determined that this site plan contains the following information as required: PRELIMINARY SITE PLAN REQUIREMENTS [Sec. 34-827(d)] SHEET(S) 1. General site plan information C-0.0 2. Existing condition and adjacent property information C-0.0 3. Phasing plan N/A 4. Topography and grading C-3.0 5. Existing landscape and trees C-1.0 to C-1.1 6. Name and location of all water features N/A 7. One hundred-year flood plain limits N/A 8. Existing and proposed streets and associated traffic information C-2.0 9. Location and size of existing water and sewer infrastructure PS-1.0 10. Proposed layout for water/sanitary sewer facilities & storm drain facilities PS-1.0 11. Location of other existing and proposed utilities and utility easements C-1.0 12. Location of existing and proposed ingress to and egress from the property C-2.0 13. Location and dimensions of all existing and proposed improvements C-2.0 14. All areas intended to be dedicated or reserved for public use N/A 15. Landscape plan (if subject to entrance corridor review) L-1.0 to L-1.1 16. Where deemed appropriate due to intensity of development: a. Estimated traffic generation figures based upon current ITE rates SUP Application b. Estimated vehicles per day SUP Application Page 3 of 6 P20-0006 Chick-fil-A Barracks Road Shopping Center Final Site Plan FINAL SITE PLAN REQUIREMENTS [Sec. 34-828(d)] SHEET(S) 2. Signage information N/A 3. Specific written schedules or notes (as necessary) C-0.0 to C-0.2 4. Residential unit information (if applicable list affordable housing details) N/A 5. Proposed grading: maximum two-foot contours C-3.0 6. Detailed plans for proposed water and sanitary sewer facilities C-4.0 to C-4.3 7. Detailed stormwater management plans a. Profiles proposed and existing ditches and channels C-3.4 b. Profiles proposed and existing storm drainage systems C-3.4 c. Plan view of all drainage systems C-3.2 to C-3.3 d. Drainage summary table for culverts, storm drainage facilities and C-3.4 channels e. Legend showing all symbols and abbreviations used on the plan C-3.2, C-3.3 f. Final stormwater management plan PS-1.1 to PS-1.3 g. erosion and sediment control plan C-3.0 to C-3.3 8. Parking details C-4.0 to C-4.2 9. Final landscape plan L-1.0 to L-1.1 10. Signature panel for the preparer ALL SHEETS 11. Signature panel for the NDS Director and City Engineer C-0.0 D. Additional information to be shown on the site plan as deemed necessary by the director or Commission in order to provide sufficient information for the director or Commission to adequately review the site plan. The Special Use Permit approved by City Council on January 6, 2020 includes the following conditions for the Chick-fil-A Barracks Road Shopping Center Final Site Plan: 1. The proposed Special Use, as described and represented within the Application Materials, is hereby authorized to be established on approximately 0.801 acre (approx. 34,892 square feet) of the Subject Property, in the general or approximate location depicted [on the resolution] 2. The following development conditions shall apply to the use and development of the Subject Property for the Special Use: a. An accessible pedestrian route from the public sidewalk on Emmet Street North to the primary entrance of the restaurant shall be provided. The City Engineer shall have the authority to require specific safety measures within the final site plan for the Special Use, in order to protect pedestrian traffic in this route from vehicle traffic related to the drive through window use, in accordance with accepted engineering and safety requirements. COMPLIES – See Sheet C-2.2 Page 4 of 6 P20-0006 Chick-fil-A Barracks Road Shopping Center Final Site Plan b. A pedestrian route from the internal parking area of the Barracks Road Shopping Center to the west of the Special Use Permit area to the primary entrance of the restaurant shall be provided. i. This route shall allow for safe pedestrian access across Wise Street and/or the internal vehicular travelways of Barracks Road Shopping Center. COMPLIES – See Sheet C-2.2 ii. Within the Special Use Permit area, this route shall be readily accessible to and usable by individuals with disabilities, including individuals who use wheelchairs, to the maximum extent feasible. COMPLIES – See Sheet C-2.2 iii. The City Engineer shall have the authority to require specific safety measures within the final site plan for the Special Use, in order to protect pedestrian traffic in this route from vehicular traffic related to the drive-through window. COMPLIES – See Sheets C-4.0 through C-4.3 iv. This condition does not require the developer to change grade or otherwise modify any existing pavement except where the existing pavement will have already been disturbed by demolition of the existing use or construction of the Special Use. COMPLIES 3. Buildings and structures constructed or established as part of the Special Use shall be subject to the following setbacks: along the Special Use site’s primary street frontage (i.e., along Emmet Street North): Five (5) feet, minimum; ninety-two (92) feet, maximum. COMPLIES – See Sheet C-0.0 4. In addition to the above-referenced conditions, the Special Use authorized by this SUP, and all buildings, structures, improvements and uses located on the Subject Property, shall comply with all other applicable provisions of Chapter 34 (Zoning) of the Code of the City of Charlottesville. COMPLIES – See All Sheets PUBLIC COMMENTS RECEIVED No public comment was received during the final site plan review process. STAFF’S RECOMMENDATION Staff recommends that the Chick-fil-A Barracks Road Shopping Center Final Site Plan be approved with the understanding that the landscape plan on Sheet L-1.0 will be modified to conform to all conditions of the Certificate of Appropriateness approved by the Entrance Corridor Review Board. Page 5 of 6 P20-0006 Chick-fil-A Barracks Road Shopping Center Final Site Plan ATTACHMENTS 1) SP19-00008 – RESOLUTION APPROVING A SPECIAL USE PERMIT TO AUTHORIZE THE ESTABLISHMENT AND OPERATION OF A RESTAURANT WITH A DRIVE-THROUGH WINDOW AT 1000 EMMET STREET NORTH – approved by City Council on January 6, 2020 2) CITY CODE SECTIONS 34-827 & 34-828 – Preliminary and final site plan content requirements 3) CHICK-FIL-A BARRACKS ROAD SHOPPING CENTER FINAL SITE PLAN – for approval Page 6 of 6 SP19-00008 #R-20-005 RESOLUTION APPROVING A SPECIAL USE PERMIT TO AUTHORIZE THE ESTABLISHMENT AND OPERATION OF A RESTAURANT WITH A DRIVE-THROUGH WINDOW AT 1000 EMMET STREET NORTH WHEREAS, Chick-fil-A, Inc., by its agent John Martinez, (“Applicant”), with the endorsement of Federal Realty Investment Trust (“Property Owner”) has requested City Council to approve a special use permit pursuant to City Code §34-796, to authorize the establishment of a restaurant with a drive-through window (the proposed “Special Use”) at 1000 Emmet Street North, identified on City Tax Map 1 as Parcel 1 (real estate parcel identification # 010001000) (“Subject Property”). The Subject Property is within the City’s Urban Corridor (URB) Mixed Use zoning district; and WHEREAS, the requested Special Use is generally described within the Applicant’s application materials submitted in connection with SP19-00008 (the “Application Materials”), and the Special Use is allowed by special use permit within the URB zoning district, pursuant to City Code §34-796; and WHEREAS, the existing building at the Subject Property is proposed to be demolished/ removed to allow for establishment of the Special Use and related buildings and improvements; and WHEREAS, following a joint public hearing, duly advertised and conducted by the Planning Commission and City Council on December 10, 2019, the Commission voted to recommend that City Council should approve the requested Special Use, subject to certain development conditions recommended by the Commission as being suitable regulations and safeguards; and WHEREAS, upon consideration of the comments received during the joint public hearing; the Staff Report; and the Planning Commission’s recommendations, as well as the factors set forth within §34-157 of the City’s zoning ordinance, this Council finds and determines that granting the requested special use permit, subject to suitable regulations and safeguards, would serve the public necessity, convenience, general welfare or good zoning practice; now, therefore, BE IT RESOLVED by the Council of the City of Charlottesville, Virginia that, pursuant to City Code §34-796, a special use permit is hereby approved and granted, subject to conditions, as follows: 1. The proposed Special Use, as described and represented within the Application Materials, is hereby authorized to be established on approximately 0.801 acre (approx. 34,892 square feet) of the Subject Property, in the general or approximate location depicted below: SP19-00008 2. The following development conditions shall apply to the use and development of the Subject Property for the Special Use: a. An accessible pedestrian route from the public sidewalk on Emmet Street North to the primary entrance of the restaurant shall be provided. The City Engineer shall have the authority to require specific safety measures within the final site plan for the Special Use, in order to protect pedestrian traffic in this route from vehicle traffic related to the drive through window use, in accordance with accepted engineering and safety requirements. b. A pedestrian route from the internal parking area of the Barracks Road Shopping Center to the west of the Special Use Permit area to the primary entrance of the restaurant shall be provided. i. This route shall allow for safe pedestrian access across Wise Street and/or the internal vehicular travelways of Barracks Road Shopping Center. ii. Within the Special Use Permit area, this route shall be readily accessible to and usable by individuals with disabilities, including individuals who use wheelchairs, to the maximum extent feasible. SP19-00008 iii. The City Engineer shall have the authority to require specific safety measures within the final site plan for the Special Use, in order to protect pedestrian traffic in this route from vehicular traffic related to the drive-through window. iv. This condition does not require the developer to change grade or otherwise modify any existing pavement except where the existing pavement will have already been disturbed by demolition of the existing use or construction of the Special Use. c. Buildings and structures constructed or established as part of the Special Use shall be subject to the following setbacks: along the Special Use site’s primary street frontage (i.e., along Emmet Street North): Five (5) feet, minimum; ninety-two (92) feet, maximum. 3. In addition to the above-referenced conditions, the Special Use authorized by this SUP, and all buildings, structures, improvements and uses located on the Subject Property, shall comply with all other applicable provisions of Chapter 34 (Zoning) of the Code of the City of Charlottesville. Approved by Council January 6, 2020 Kyna Thomas, CMC Clerk of Council Sec. 34-827. - Preliminary site plan contents. (a) Sixteen (16) clearly legible blue or black line copies of a preliminary site plan shall be submitted along with an application for approval. In addition, a three-dimensional drawing or model of the proposed site and the surrounding areas showing massing in context shall be submitted along with any preliminary site plan that is to be reviewed by the planning commission. If revisions to the submitted preliminary site plan are necessary, then sixteen (16) full-sized revised copies, and, if the preliminary site plan is to be reviewed by the planning commission, an additional ten (10) revised copies shall be submitted by the revision deadline. (b) All waiver, variation and substitution requests shall be submitted with the preliminary site plan, and the applicant shall clearly state the specific items being requested for waiver, variation or substitution. (c) The preliminary site plan shall be prepared to an engineering scale of 1:20, unless, in the determination of the director a different scale will allow a better representation of the development. (d) The preliminary site plan shall contain the following information: (1) The name of the development; names of the owner(s), developer(s) and individual(s) who prepared the plan; tax map and parcel number; zoning district classification(s); descriptions of all variances, zoning proffers and bonus factors applicable to the site; description of affordable dwelling unit requirements applicable to the subject property pursuant to section 34-12(a) or section 34-12(d)(1); city and state; north point; scale; one (1) datum reference for elevation (where a flood hazard overlay district is involved, U.S. Geological Survey vertical datum shall be shown and/or correlated to plan topography); source of the topography; source of the survey; sheet number and total number of sheets; date of drawing; date and description of latest revision; zoning district, tax map and parcel number, and present use, of each adjacent parcel; departing lot lines; minimum setback lines, yard and building separation requirements; a vicinity sketch showing the property and its relationship with adjoining streets, subdivisions and other landmarks; and boundary dimensions. (2) Written schedules or data as necessary to demonstrate that the site can accommodate the proposed use, including: proposed uses and maximum acreage occupied by each use; maximum number of dwelling units by type; gross residential density; square footage of recreation area(s); percent and acreage of open space; maximum square footage for non-residential uses; maximum lot coverage; maximum height of all structures; schedule of parking, including maximum amount required and amount provided; maximum amount of impervious cover on the site; and if a landscape plan is required, maximum amount of paved parking and vehicular circulation areas. (3) If phasing is planned, phase lines and proposed timing of development; (4) Existing topography for the entire site at maximum five-foot contours; proposed grading (maximum two-foot contours), supplemented where necessary by spot elevations; and sufficient offsite topography to describe prominent and pertinent offsite features and physical characteristics, but in no case less than fifty (50) feet outside of the site unless otherwise approved by the director. Topographic information submitted with a preliminary plat shall be in the form of a topographic survey, which shall identify areas of critical slopes, as defined in section 29-3, natural streams, natural drainage areas, and other topographic features of the site. (5) Existing landscape features as described in section 34-867 (requirements of landscape plans), including all individual trees of six (6) inch caliper or greater. (6) The name and location of all watercourses, waterways, wetlands and other bodies of water adjacent to or on the site. (7) One hundred-year flood plain limits, as shown on the official flood insurance maps for the City of Charlottesville, as well as the limits of all floodway areas and base flood elevation data required by section 34-253. (8) Existing and proposed streets, access easements, alley easements and rights-of-way, and other vehicular travelways, together with street names, highway route numbers, right-of-way lines and widths, centerline radii, and pavement widths. (9) Location and size of drainage channels, and existing and proposed drainage easements; and a stormwater management concept detailing how the applicant will achieve adequate drainage post- development, including a description of the specific design concept the applicant plans to apply. References to specific types of stormwater management facilities, specific treatments, BMPs, LID techniques, etc. shall be provided, The stormwater management concept shall be prepared by a professional engineer or landscape architect, as those terms are defined within Virginia Code § 54.1- 400, and shall describe the manner in which stormwater runoff from the subdivision will be controlled in order to minimize the damage to neighboring properties and receiving streams, and prevent the discharge of pollutants into surface waters, in accordance with the requirements of City Code Chapter 10. (10) Location and size of existing water, sanitary and storm sewer facilities and easements, and proposed conceptual layout for water and sanitary sewer facilities and public storm sewer facilities. (11) Location of other existing and proposed utilities and utility easements. (12) Location of existing and proposed ingress to and egress from the property, showing the distance to the centerline of the nearest existing street intersection. (13) Location and dimensions of all existing and proposed improvements, including: buildings (maximum footprint and height) and other structures (principal as well as accessory); walkways; fences; walls; trash containers; outdoor lighting; landscaped areas and open space; recreational areas and facilities; parking lots and other paved areas; loading and service areas, together with the proposed paving material types for all walks, parking lots and driveways. (14) All areas intended to be dedicated or reserved for public use. (15) Landscape plan, in accordance with section 34-867, if the proposed site plan is subject to entrance corridor review. (16) Where deemed appropriate by the director due to intensity of development, estimated traffic generation figures for the site based upon current VDOT rates, indicating the estimated vehicles per day and the direction of travel for all connections to a public road. The director or the commission may require additional information to be shown on the preliminary site plan as deemed necessary in order to provide sufficient information for the director or commission to adequately review the preliminary site plan. (9-15-03(3); 6-6-05(2); 1-20-09; 11-18-13; 5-19-14, § 2, eff. 7-1-14) Sec. 34-828. - Final site plan contents. (a) A final site plan, together with any amendments thereto, shall be prepared and sealed, signed and dated by an architect, professional engineer, land surveyor or certified landscape architect licensed to practice within the Commonwealth of Virginia. (b) Ten (10) clearly legible blue or black line copies of the master drawing shall be submitted to the department of neighborhood development services, along with an application for approval of the final site plan. If review is required by the commission, then the applicant shall also provide one (1) reduced copy of the final site plan, no larger than eleven (11) inches by seventeen (17) inches in size. (c) The final site plan shall be prepared to the scale of one (1) inch equals twenty (20) feet or larger, or to such a scale as may be approved by the agent in a particular case. No sheet shall exceed thirty-six (36) inches by forty-two (42) inches in size. The final site plan may be prepared on one (1) or more sheets. If prepared on more than one (1) sheet, match lines shall clearly indicate where the sheets join. The top of the sheet shall be approximately either north or east. (d) The final site plan shall reflect conditions of approval of the preliminary site plan, and shall meet all requirements set forth within Code of Virginia § 15.2-2240 et seq. In addition, the final site plan shall contain the following information: (1) The location, character, size, height and orientation of proposed signs, as proposed to be installed or erected in accordance with Article IX, sections 34-1020, et seq. of this chapter; and elevations of buildings showing signs to be placed on exterior walls. Signs which are approved in accordance with this section shall be considered a part of the approved site plan. Thereafter, signs shall not be installed, erected, painted, constructed, structurally altered, hung, rehung or replaced except in conformity with the approved site plan. Any changes in signs from the approved site plan or any additions to the number of signs as shown on the site plan shall be allowed only after amendment of the site plan by the director of neighborhood development services or the planning commission. (2) Specific written schedules or notes as necessary to demonstrate that the requirements of this chapter are being satisfied. (3) Indicate if residential units are sale or rental units; number of bedrooms per unit; and number of units per building if multifamily; specifications for recreational facilities; and reference to the specific deed(s), agreement(s) or other evidence of the property owner's binding obligation to provide affordable dwelling units applicable to the subject property pursuant to section 34-12(a) or section 34-12(d)(1), consistent with regulations approved pursuant to section 34-12(d). (4) Proposed grading: maximum two-foot contours. (5) Detailed plans for proposed water and sanitary sewer facilities, including: all pipe sizes, types and grades; proposed connections to existing or proposed systems; location and dimensions of proposed easements and whether such easements are to be publicly or privately maintained; profiles and cross sections of all water and sewer lines including clearance where lines cross; all water main locations and sizes; valves and fire hydrant locations; all sanitary sewer appurtenances by type and number; the station on the plan to conform to the station shown on the profile, and indicate the top and invert elevation of each structure. (6) Detailed stormwater management plans, and construction drainage and grading plans, showing: a. Profiles of all ditches and channels, whether proposed or existing, with existing and proposed grades; invert of ditches, cross pipes or utilities; typical channel cross sections for new construction; and actual cross sections for existing channels intended to remain. b. Profiles of all storm drainage systems showing existing and proposed grades. c. Plan view of all drainage systems with all structures, pipes and channels numbered or lettered on the plan and profile views. Show sufficient dimensions and bench marks to allow field stake out of all proposed work from the boundary lines. d. A drainage summary table for culverts, storm drainage facilities and channels. e. A legend showing all symbols and abbreviations used on the plan. f. Information, details, calculations, construction plans and other documents or data required by Chapter 10 for a final stormwater management plan shall be included, along with such other information, plans, calculations, and details sufficient to demonstrate compliance with the standards for drainage set forth within Article IV of the city's subdivision ordinance. g. Information, details, calculations, plans and other documents or data required by Chapter 10 for an erosion and sediment control plan. (7) Typical street sections together with specific street sections where street cut or fill is five (5) feet or greater; centerline curve data; radius of curb returns or edge of pavement; location, type and size of proposed ingress to and egress from the site; together with culvert size; symmetrical transition of pavement at intersection with existing street; the edge of street surface or face of curb for full-length of proposed street; when proposed streets intersect with or adjoin existing streets or travel-ways, both edges of existing pavement or travelway together with curb and gutter indicated for a minimum of one hundred (100) feet or the length of connection, whichever is the greater distance. (8) For all parking and loading areas, indicate: size, angle of stalls; width of aisles and specific number of spaces required and provided, and method of computation, indicating type of surfacing for all paved or gravel areas. (9) A final landscape plan. (10) Signature panel for the preparer, consistent with the requirements of paragraph (a), above. (11) Signature panels for the director and the city engineer. (9-15-03(3); 6-6-05(2); 1-20-09; 4-20-09; 11-18-13; 5-19-14, § 2, eff. 7-1-14) FINAL SITE PLAN FOR KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. Revisions: Mark Date By 1 4/2/2020 RTY STORE # 4332 Mark Date By 2 6/15/2020 RTY LOCATION OF SITE Mark Date By CONTACT INFORMATION 1000 EMMET STREET NORTH SHEET INDEX REFERENCES UTILITIES ALTA/NSPS LAND TITLE SURVEY: BOHLER ENGINEERING 12825 WORLDGATE DRIVE, SUITE 700, HERNDON, VA, 20170 CITY OF CHARLOTTESVILLE DEPT. OF UTILITIES 605 EAST MAIN STREET, CHARLOTTESVILLE, VA 22902 ROY NESTER (WATER AND SANITARY) (434) 970-3908 (P) CITY OF CHARLOTTESVILLE COVER SHEET SHEET TITLE SHEET NUMBER C-0.0 PHONE: (703) 709-9500 CHARLOTTESVILLE, VA 22903 NESTERR@CHARLOTTESVILLE.ORG (E) GENERAL NOTES C-0.1 FAX: (703) 709-9501 DATED: 05/21/19 MELISSA STEPHENS (STORM DRAINAGE) LEGEND C-0.2 (434) 970-3800 (P) RYAN YAUGER STEPHENSM@CHARLOTTESVILLE.ORG (E) ALTA/NSPS LAND TITLE SURVEY C-1.0 - C1.1 Lic. No.0402056625 GOVERNING AGENCIES TAX MAP NUMBER: 010001000 DEMOLITION PLAN C-1.2 CITY OF CHARLOTTESVILLE DEPARTMENT OF CITY OF CHARLOTTESVILLE DEPT. OF PUBLIC SITE PLAN C-2.0 6/15/2020 NEIGHBORHOOD DEVELOPMENT SERVICES WORKS ENGINEERING 610 EAST MARKET STREET, CHARLOTTESVILLE, VA 22903 305 4TH STREET NW, CHARLOTTESVILLE, VA 22903 FIRELANE PLAN C-2.1 JOEY WINTER DAVID FRAZIER (EROSION CONTROL) TRANSPORTATION SERVICES LANDSCAPE ARCHITECTURE (434) 970-3991 (P) (434) 970-3800 (P) ADA COMPLIANCE PLAN C-2.2 FRAZIERD@CHARLOTTESVILLE.ORG (E) NORTHERN VIRGINIA WINTERJ@CHARLOTTESVILLE.ORG (E) TM CENTRAL VIRGINIA GRADING AND DRAINAGE PLAN C-3.0 SOUTH FLORIDA CHARLOTTE, NC RALEIGH, NC EROSION AND SEDIMENT CONTROL PLAN PHASE I C-3.1 TAMPA, FL EROSION AND SEDIMENT CONTROL PLAN PHASE II C-3.2 SITE CIVIL AND CONSULTING ENGINEERING EROSION AND SEDIMENT CONTROL NOTES C-3.3 SOUTHERN MARYLAND EROSION AND SEDIMENT CONTROL DETAILS C-3.4 REHOBOTH BEACH, DE SPECIAL USE PERMIT (SP19-00008) APPROVED JANUARY 6, 2020 SOUTHEASTERN, PA LEHIGH VALLEY, PA PHILADELPHIA, PA PROGRAM MANAGEMENT SITE DETAILS C-4.0 - C-4.3 PERMITTING SERVICES BALTIMORE, MD APPROVED CONDITIONS: PLUMBING SITE PLAN PS-1.0 STORMWATER MANAGEMENT PLAN PS-1.1 1. THE PROPOSED SPECIAL USE, AS DESCRIBED AND REPRESENTED WITHIN THE APPLICATION MATERIALS, IS HEREBY AUTHORIZED TO BE ESTABLISHED ON APPROXIMATELY 0.801 ACRE (APPROX. 34,892 SQUARE FEET) OF THE SUBJECT PROPERTY, IN THE GENERAL SWM AND BMP COMPUTATIONS PS-1.2 UPSTATE NEW YORK NEW YORK METRO OR APPROXIMATE LOCATION DEPICTED BELOW: STORM COMPUTATIONS AND PROFILES PS-1.3 NEW ENGLAND NEW YORK, NY NEW JERSEY BOSTON, MA WATER PROFILE AND UTILITY INFORMATION PS-1.4 SUSTAINABLE DESIGN LAND SURVEYING LANDSCAPE PLAN L-1.0 LANDSCAPE NOTES AND DETAILS L-1.1 PHOTOMETRIC PLAN (BY OTHERS) E-102 SIGNATURE BLOCK DATE 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@ BohlerEng.com STORE 2019 Microsoft Corporation © 2019 HERE DIRECTOR OF NEIGHBORHOOD DEVELOPMENT SERVICES #4332 LOCATION MAP BARRACKS ROAD COPYRIGHT 2016 MICROSOFT CORPORATION SCALE: 1" = 2,000' CITY ENGINEER SHOPPING CENTER 2. THE FOLLOWING DEVELOPMENT CONDITIONS SHALL APPLY TO THE USE AND DEVELOPMENT OF THE SUBJECT PROPERTY FOR THE 1000 EMMET STREET N SPECIAL USE: OWNER DEVELOPER GENERAL NOTES CHARLOTTESVILLE, VA a. AN ACCESSIBLE PEDESTRIAN ROUTE FROM THE PUBLIC SIDEWALK ON EMMET STREET NORTH TO THE PRIMARY ENTRANCE FEDERAL REALTY INVESTMENT TRUST CHICK-FIL-A 1626 E JEFFERSON STREET 5200 BUFFINGTON ROAD OF THE RESTAURANT SHALL BE PROVIDED. THE CITY ENGINEER SHALL HAVE THE AUTHORITY TO REQUIRE SPECIFIC ROCKVILLE, MD 20852 CONTACT: CHRISTINE MCGUIRL ATLANTA, GA 30349-2998 CONTACT: BRENT EDMISTON SHEET TITLE SAFETY MEASURES WITHIN THE FINAL SITE PLAN FOR THE SPECIAL USE, IN ORDER TO PROTECT PEDESTRIAN TRAFFIC IN THIS ROUTE FROM VEHICLE TRAFFIC RELATED TO THE DRIVE THROUGH WINDOW USE, IN ACCORDANCE WITH ACCEPTED PHONE: (301) 998-8393 PHONE: (336) 210-6072 TAX MAP: 010001000 COVER SHEET ENGINEERING AND SAFETY REQUIREMENTS. ZONING: URB (ENTRANCE CORRIDOR OVERLAY) AREA OF DISTURBANCE: 0.80 ACRES b. A PEDESTRIAN ROUTE FROM THE INTERNAL PARKING AREA OF THE BARRACKS ROAD SHOPPING CENTER TO THE WEST OF SD0 FLOOD ZONE X THE SPECIAL USE PERMIT AREA TO THE PRIMARY ENTRANCE OF THE RESTAURANT SHALL BE PROVIDED. DWG EDITION · THIS ROUTE SHALL ALLOW FOR SAFE PEDESTRIAN ACCESS ACROSS WISE STREET AND/OR THE INTERNAL PRE-DEVELOPMENT IMPERVIOUS AREA: 0.64 ACRES VEHICULAR TRAVELWAYS OF BARRACKS ROAD SHOPPING CENTER. POST-DEVELOPMENT IMPERVIOUS AREA: 0.67 ACRES · WITHIN THE SPECIAL USE PERMIT AREA, THIS ROUTE SHALL BE READILY ACCESSIBLE TO AND USABLE BY INDIVIDUALS WITH DISABILITIES, INCLUDING INDIVIDUALS WHO USE WHEELCHAIRS, TO THE MAXIMUM EXTENT SITE DATA FEASIBLE. : V176502 ALLOWED/REQUIRED PROVIDED · THE CITY ENGINEER SHALL HAVE THE AUTHORITY TO REQUIRE SPECIFIC SAFETY MEASURES WITHIN THE FINAL SITE Job No. PLAN FOR THE SPECIAL USE, IN ORDER TO PROTECT PEDESTRIAN TRAFFIC IN THIS ROUTE FROM VEHICULAR A. MIN. LOT AREA 0.80 AC. TRAFFIC RELATED TO THE DRIVE-THROUGH WINDOW. B. BUILDING AREA ±4,588 SF Store : #4332 · THIS CONDITION DOES NOT REQUIRE THE DEVELOPER TO CHANGE GRADE OR OTHERWISE MODIFY ANY EXISTING C. MIN. BUILDING SETBACK FRONT SETBACK (EMMET STREET) MIN: 5' ±92' Date : 1/8/2020 PAVEMENT EXCEPT WHERE THE EXISTING PAVEMENT WILL HAVE ALREADY BEEN DISTURBED BY DEMOLITION OF MAX: 92' THE EXISTING USE OR CONSTRUCTION OF THE SPECIAL USE. D. PARKING REQUIREMENTS PARKING REQUIREMENT: Drawn By : JOC 28 BLACKWELL PARK LANE, SUITE 201 1 SPACE/250 SF OF SEATING AREA 15 36* Checked By : RTY c. BUILDINGS AND STRUCTURES CONSTRUCTED OR ESTABLISHED AS PART OF THE SPECIAL USE SHALL BE SUBJECT TO THE FOLLOWING SETBACKS: ALONG THE SPECIAL USE SITE'S PRIMARY STREET FRONTAGE (I.E., ALONG EMMET STREET NORTH): WARRENTON, VIRGINIA 20186 ADA REQUIREMENT: (1 FOR EACH 25 TOTAL SPACES) 2 3 Sheet FIVE (5) FEET, MINIMUM; NINETY-TWO (92) FEET, MAXIMUM. Phone: (540) 349-4500 E. FLOOR AREA RATIO (F.A.R.) 100% 13.15% C-0.0 3. IN ADDITION TO THE ABOVE-REFERENCED CONDITIONS, THE SPECIAL USE AUTHORIZED BY THIS SUP, AND ALL BUILDINGS, Fax: (540) 349-0321 F. MIN. PARKING SPACE DIMENSIONS 9' X 18' 9' X 18' STRUCTURES, IMPROVEMENTS AND USES LOCATED ON THE SUBJECT PROPERTY, SHALL COMPLY WITH ALL OTHER APPLICABLE PROVISIONS OF CHAPTER 34 (ZONING) OF THE CODE OF THE CITY OF CHARLOTTESVILLE. VA@BOHLERENG.COM G. MIN. DRIVE AISLE (ONE-WAY) (60 DEGREE PARKING) H. BUILDING HEIGHT 20' 40' 22' 21' 4" CONTACT: RYAN T. YAUGER, P.E. * 36 PARKING SPACES PROPOSED WITHIN LEASE AREA H:\17\V176502\DRAWINGS\PLAN SETS\V176502-SD0-1.DWG PRINTED BY: JNICE 6.15.20 @ 5:58 PM LAST SAVED BY: JNICE 24. SANITARY SEWER PIPE MUST BE POLYVINYL CHLORIDE (PVC) SDR 35 EXCEPT WHERE INDICATED OTHERWISE. GENERAL NOTES: 22. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AND PROTECTION OF TRAFFIC PLAN FOR ALL WORK THAT AFFECTS PUBLIC TRAVEL EITHER IN THE R.O.W. OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S GENERAL GRADING & UTILITY NOTES SANITARY LATERAL MUST BE PVC SCHEDULE 40 OR PVC SDR 26 UNLESS INDICATED, IN WRITING, OTHERWISE. PRICE. CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THE NOTES AND SPECIFICATIONS CONTAINED HEREIN. CONTRACTOR 25. STORM AND SANITARY SEWER PIPE LENGTHS INDICATED ARE NOMINAL AND MEASURED CENTER OF INLET AND/OR 1. LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE INDEPENDENTLY MANHOLES STRUCTURE TO CENTER OF STRUCTURE. IS RESPONSIBLE TO ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE 23. ALL SIGNING AND PAVEMENT STRIPING MUST CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES OR LOCALLY CONFIRMED WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. REQUIREMENTS. APPROVED SUPPLEMENT. SANITARY SEWER AND ALL OTHER UTILITY SERVICE CONNECTION POINTS MUST BE INDEPENDENTLY CONFIRMED BY 26. STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON PRELIMINARY ARCHITECTURAL PLANS. CONTRACTOR IS THE CONTRACTOR IN THE FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES MUST RESPONSIBLE TO AND FOR VERIFYING LOCATIONS OF SAME BASED ON FINAL ARCHITECTURAL PLANS. 1. THE FOLLOWING DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THIS SITE PLAN: 24. ENGINEER IS NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM CONTRACTOR'S FAILURE TO BUILD OR IMMEDIATELY BE REPORTED, IN WRITING, TO THE ENGINEER. CONSTRUCTION MUST COMMENCE BEGINNING AT THE CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS. IF CONTRACTOR AND/OR OWNER FAIL BUILD OR LOWEST INVERT (POINT OF CONNECTION) AND PROGRESS UP GRADIENT. PROPOSED INTERFACE POINTS (CROSSINGS) · SEE COVER SHEET FOR PLAN REFERENCES 27. SEWERS CROSSING STREAMS AND/OR LOCATION WITHIN 10 FEET OF THE STREAM EMBANKMENT, OR WHERE SITE CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONDITIONS SO INDICATE, MUST BE CONSTRUCTED OF STEEL, REINFORCED CONCRETE, DUCTILE IRON OR OTHER HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER CONSTRUCTION. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST VERIFY THAT HE/SHE HAS THE LATEST EDITION OF THE SUITABLE MATERIAL. INCURS. DOCUMENTS REFERENCED ABOVE. THIS IS CONTRACTOR'S RESPONSIBILITY. 2. CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT 28. SEWERS CONVEYING SANITARY FLOW, COMBINED SANITARY AND STORMWATER FLOW, OR INDUSTRIAL FLOW MUST BE 25. OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS LIMITED TO, GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. 2. ALL ACCESSIBLE (A/K/A ADA) PARKING SPACES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THE MORE STRINGENT OF SEPARATED FROM WATER MAINS BY A DISTANCE OF AT LEAST 10 FEET HORIZONTALLY. IF SUCH LATERAL SEPARATION AND RELATED DOCUMENTS, IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN AND, FURTHER ENGINEER WITHIN THE LIMITS OF DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE CONTRACTOR MUST USE, REFER THE REQUIREMENTS OF THE “AMERICANS WITH DISABILITIES ACT” (ADA) CODE (42 U.S.C. § 12101 et seq. AND 42 U.S.C. § 4151 IS NOT POSSIBLE, THE PIPES MUST BE IN SEPARATE TRENCHES WITH THE SEWER AT LEAST 18 INCHES BELOW THE IS NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/OR DESIGN FEATURES. IF OWNER FAILS TO, AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE et seq.) OR THE REQUIREMENTS OF THE JURISDICTION WHERE THE PROJECT IS TO BE CONSTRUCTED, AND ANY AND ALL BOTTOM OF THE WATER MAIN, OR SUCH OTHER SEPARATION AS APPROVED BY THE GOVERNMENT AGENCY WITH TO MAINTAIN AND/OR PRESERVE ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DEPICTED ON THE PLANS AND UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING AMENDMENTS TO BOTH WHICH ARE IN EFFECT WHEN THESE PLANS ARE COMPLETED. JURISDICTION OVER SAME. RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES UTILITIES DURING CONSTRUCTION, AT NO COST TO THE OWNER. CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE. WITH DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION. 3. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL REQUIRED PERMITS AND · WHERE APPROPRIATE SEPARATION FROM A WATER MAIN IS NOT POSSIBLE, THE SEWER MUST BE ENCASED IN APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS CONCRETE, OR CONSTRUCTED OF DUCTILE IRON PIPE USING MECHANICAL OR SLIP-ON JOINTS FOR A DISTANCE OF 26. ALL DIMENSIONS MUST BE TO FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, UNLESS NOTED OTHERWISE. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING, BUT RECEIVED AND THOROUGHLY REVIEWED THE COMMENTS TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND AT LEAST 10 FEET ON EITHER SIDE OF THE CROSSING. IN ADDITION, ONE FULL LENGTH OF SEWER PIPE SHOULD BE APPROVED BY THE PERMITTING AUTHORITIES AND CONFIRMED THAT ALL NECESSARY OR REQUIRED PERMITS HAVE BEEN NOT LIMITED TO, ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER LINE AS POSSIBLE. WHERE A WATER MAIN CROSSES 27. ALL CONSTRUCTION AND MATERIALS MUST COMPLY WITH AND CONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT AND/OR OBTAINED. CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES. UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT FOR THE SEWER MUST BE PROVIDED. REGULATIONS, LAWS, ORDINANCES, RULES AND CODES, AND ALL APPLICABLE OSHA REQUIREMENTS. DISCREPANCY BETWEEN THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE OR APPLICABLE 4. THE OWNER/CONTRACTOR MUST BE FAMILIAR WITH AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL CODES, REGULATIONS, LAWS, RULES, STATUTES AND/OR ORDINANCES, IT IS THE CONTRACTOR'S SOLE 29. WATER MAIN PIPING MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE KNOW WHAT'S BELOW 28. CONTRACTOR AND OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD, IN WRITING, OF SAID CONFLICT AND/OR CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. LOCAL WATER PURVEYOR. IN THE ABSENCE OF SUCH REQUIREMENTS, WATER MAIN PIPING MUST BE CEMENT-LINED ALWAYS CALL 811 ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF DISCREPANCY PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR'S FAILURE TO NOTIFY THE PROJECT DUCTILE IRON (DIP) MINIMUM CLASS 52 THICKNESS. ALL PIPE AND APPURTENANCES MUST COMPLY WITH THE BEFORE YOU DIG CONTRACTOR AND/OR OWNER FAIL TO DO SO, THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND HOLD ENGINEER ENGINEER SHALL CONSTITUTE CONTRACTOR'S FULL AND COMPLETE ACCEPTANCE OF ALL RESPONSIBILITY TO 5. ALL WORK MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND CONDITIONS OF APPROVAL, APPLICABLE AWWA STANDARDS IN EFFECT AT THE TIME OF APPLICATION. HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH ALL FEDERAL, STATE It's fast. It's free. It's the law. AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND STANDARDS OF SAID FAILURE. OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT. AND LOCAL REGULATIONS, LAWS, STATUTES, ORDINANCES AND CODES AND, FURTHER, CONTRACTOR SHALL BE 30. CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH SAME. SEWER, WATER AND STORM SYSTEMS, MUST BE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY 6. THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH HEREIN ARE A PART OF THE REQUIRED CONSTRUCTION 29. CONTRACTOR IS RESPONSIBLE TO MAINTAIN ON-SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN COMPLIANCE WITH EPA REQUIREMENTS FOR SITES WHERE ONE (1) ACRE OR MORE (UNLESS THE LOCAL JURISDICTION 4. THE CONTRACTOR MUST LOCATE AND CLEARLY AND UNAMBIGUOUSLY DEFINE VERTICALLY AND HORIZONTALLY ALL AND/OR STATE DETAILS AS APPLICABLE. CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF Revisions: COMPLETED WORK WITH THE AGENCY WITH JURISDICTION OVER SAME. DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND/OR RECOMMENDATIONS CONTAINED IN THE PLANS AND THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SHALL TAKE REQUIRES FEWER) IS DISTURBED BY CONSTRUCTION ACTIVITIES. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL ACTIVITIES, INCLUDING THOSE OF SUBCONTRACTORS, ARE IN COMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITED ACTIVE AND INACTIVE UTILITY AND/OR SERVICE SYSTEMS THAT ARE TO BE REMOVED. THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE AND INACTIVE SYSTEMS THAT ARE NOT BEING Mark Date By 31. WHERE BASEMENTS ARE TO BE PROVIDED FOR PROPOSED DWELLING UNITS, THE DEVELOPER SHALL, BY BORING OR PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE ENGINEER, IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORTS AND PLANS TO LOGGING ACTIVITIES (MINIMUM ONCE PER WEEK AND AFTER RAINFALL EVENTS) AND CORRECTIVE MEASURES, AS APPROPRIATE. REMOVED/RELOCATED DURING SITE ACTIVITY. BY TEST PIT, DETERMINE THE DEPTH TO GROUNDWATER AT THE LOCATION OF THE PROPOSED DWELLINGS. WHERE 1 4/2/2020 RTY AND SPECIFICATIONS PRIOR TO PROCEEDING WITH ANY FURTHER WORK. GROUNDWATER IS ENCOUNTERED IN THE BASEMENT AREA, BASEMENTS WILL NOT BE INSTALLED UNLESS SPECIAL 5. THE CONTRACTOR MUST FAMILIARIZE ITSELF WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND CONSTRUCTION METHODS ARE UTILIZED, TO BE REVIEWED AND APPROVED BY THE MUNICIPAL CONSTRUCTION CODE 30. AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED APPLICATION DOCUMENTS PREPARED BY THE SIGNATORY IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR THE 7. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO BOHLER ENGINEERING BY THE OWNER AND OTHERS PRIOR TO OFFICIAL. IF AND WHERE SUMP PUMPS ARE INSTALLED, ALL DISCHARGES MUST BE CONNECTED TO THE STORM PROFESSIONAL ENGINEER, THE USE OF THE WORDS CERTIFY OR CERTIFICATION CONSTITUTES AN EXPRESSION OF PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES THE TIME OF PLAN PREPARATION. CONTRACTOR MUST FIELD VERIFY EXISTING CONDITIONS AND NOTIFY BOHLER SEWER. A CLEANOUT MUST BE PROVIDED PRIOR TO THE CONNECTION TO THE STORM DRAIN IN ORDER THAT “PROFESSIONAL OPINION” REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE UNDERSIGNED PROFESSIONAL AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY ENGINEERING, IN WRITING, IMMEDIATELY IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF BLOCKAGES CAN BE ADDRESSED. THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES. KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE STANDARDS OF PRACTICE, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED. COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 32. FOR SINGLE AND TWO-FAMILY RESIDENTIAL PROJECTS, WHERE THE PROPOSED DWELLING AND ADJACENT SPOT Mark Date By 2 6/15/2020 RTY 8. ALL DIMENSIONS SHOWN ON THE PLANS MUST BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF ELEVATION(S) ARE SCHEMATIC FOR GENERIC BUILDING FOOTPRINT, GRADES MUST BE ADJUSTED BASED ON FINAL CONSTRUCTION. CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, IF ANY CONFLICTS, DISCREPANCIES, OR AMBIGUITIES 6. THE CONTRACTOR MUST INSTALL ALL STORM SEWER AND SANITARY SEWER COMPONENTS WHICH FUNCTION BY ARCHITECTURAL PLANS TO PROVIDE A MINIMUM OF SIX (6) INCHES BELOW TOP OF BLOCK AND /OR SIX (6) INCHES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR GRAVITY PRIOR TO THE INSTALLATION OF ALL OTHER UTILITIES. BELOW SIDING, WHICHEVER IS LOWEST, AND MUST PROVIDE POSITIVE DRAINAGE (2% MIN.) AWAY FROM DWELLING. WORK WHICH HAS TO BE REDONE OR REPAIRED DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS ALL CONSTRUCTION, INCLUDING GRADING, MUST COMPLY WITH THE LATEST LOCAL AND STATE BUILDING CODE AND PRIOR TO CONTRACTOR GIVING ENGINEER WRITTEN NOTIFICATION OF SAME AND ENGINEER, THEREAFTER, PROVIDING 7. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. CONTRACTOR WITH WRITTEN AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK. EXACT BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS/DETAILS, DOOR ACCESS, AND 9. CONTRACTOR MUST REFER TO THE ARCHITECTURAL/BUILDING PLANS “OF RECORD” FOR EXACT LOCATIONS AND EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST COORDINATE INSTALLATION OF UTILITIES/SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND TO 33. LOCATION OF PROPOSED UTILITY POLE RELOCATION IS AT THE SOLE DISCRETION OF UTILITY COMPANY. Mark Date By DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY ADA INSTRUCTIONS TO CONTRACTOR ENSURE THAT PROPER DEPTHS ARE ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL UTILITY REQUIREMENTS WITH JURISDICTION AND/OR 34. CONSULTANT IS NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, SHALL HAVE NO LIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER LOCATIONS. CONTROL OF THE SITE, AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND THE PROPERTY. CONTRACTORS SHALL EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ADA (HANDICAP) CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO 10. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFUL ACCESSIBLE COMPONENTS AND ACCESS ROUTES FOR THE SITE. THESE COMPONENTS, AS CONSTRUCTED, MUST REVIEW OF THE ENTIRE SITE PLAN AND THE LATEST ARCHITECTURAL PLANS (INCLUDING, BUT NOT LIMITED TO, CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE A CONFLICT(S) EXISTS BETWEEN THESE SITE PLANS AND THE COMPLY WITH THE CURRENT ADA STANDARDS AND REGULATIONS' BARRIER FREE ACCESS AND ANY MODIFICATIONS, ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION POINTS DIFFER, THE CONTRACTOR STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLAN, WHERE APPLICABLE). CONTRACTOR REVISIONS OR UPDATES TO SAME. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND SITE ENGINEER, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR MUST IMMEDIATELY NOTIFY THE ENGINEER, IN WRITING, AND PRIOR TO CONSTRUCTION, RESOLVE SAME. SPACE, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, INTER-BUILDING ACCESS, TO POINTS OF ACCESSIBLE AMBIGUITIES WHICH EXIST. BUILDING ENTRANCE/EXIT, MUST COMPLY WITH THESE ADA CODE REQUIREMENTS. THESE INCLUDE, BUT ARE NOT 8. WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY LIMITED TO THE FOLLOWING: COMPANY. CONTRACTOR'S PRICE FOR WATER SERVICE MUST INCLUDE ALL FEES, COSTS AND APPURTENANCES 11. DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED MATERIAL AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY AND ALL GOVERNMENTAL AUTHORITIES REQUIRED BY THE UTILITY TO PROVIDE FULL AND COMPLETE WORKING SERVICE. CONTRACTOR MUST CONTACT THE · PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (2.0%) IN ANY DIRECTION. APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR TO COMMENCING WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER CONTRACTOR. CONSTRUCTION. · CURB RAMPS - SLOPE SHALL NOT EXCEED 1:12 (8.3%). 12. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY 9. ALL NEW UTILITIES/SERVICES, INCLUDING ELECTRIC, TELEPHONE, CABLE TV, ETC. ARE TO BE INSTALLED RYAN YAUGER · LANDINGS - SHALL BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT UNDERGROUND. ALL NEW UTILITIES/SERVICES MUST BE INSTALLED IN ACCORDANCE WITH THE UTILITY/SERVICE ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS EXCEED 1:50 (2.0%) IN ANY DIRECTION. PROVIDER INSTALLATION SPECIFICATIONS AND STANDARDS. Lic. No.0402056625 STRUCTURES AND PROPERTIES. · PATH OF TRAVEL ALONG ACCESSIBLE ROUTE - MUST PROVIDE A 36-INCH OR GREATER UNOBSTRUCTED WIDTH OF 10. SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE 13. THE CONTRACTOR IS TO EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT, TRAVEL (CAR OVERHANGS AND/OR HANDRAILS CANNOT REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NO 6/15/2020 STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED IN THIS PLAN SET. THE CONTRACTOR IS GREATER THAN 1:20 (5.0%) IN THE DIRECTION OF TRAVEL, AND MUST NOT EXCEED 1:50 (2.0%) IN CROSS SLOPE. RESPONSIBLE FOR REMOVING AND REPLACING UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN CONDITION. CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THE WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:20 (5.0%), ADA RAMP REQUIREMENTS MUST BE ADHERED TO. STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO THE GEOTECHNICAL REPORT. ALL EXCAVATED OR FILLED AREAS MUST BE COMPACTED AS OUTLINED IN THE A MAXIMUM SLOPE OF 1:12 (8.3%), FOR A MAXIMUM RISE OF 2.5 FEET, SHALL BE PROVIDED. THE RAMP MUST HAVE GEOTECHNICAL REPORT. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION TRANSPORTATION SERVICES LANDSCAPE ARCHITECTURE REMAIN, AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE INVOLVED WITH THE ADA HAND RAILS AND LEVEL LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE THAN 1:50 IN ANY PROJECT. REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS DIRECTION (2.0%) FOR POSITIVE DRAINAGE. NORTHERN VIRGINIA PERFORMED, VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TM CENTRAL VIRGINIA TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE SOUTH FLORIDA CHARLOTTE, NC 14. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR · DOORWAYS - MUST HAVE A “LEVEL” LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED AWAY RALEIGH, NC PROPERTY DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, FROM THE DOOR NO MORE THAN 1:50 (2.0%) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO LESS TAMPA, FL STRIPING, CURB, ETC. AND SHALL BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO, STATUTES, LAWS, ORDINANCES AND CODES. SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS FOR ALTERNATIVE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE BY REDESIGN, RE-SURVEY, RE-PERMITTING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI A117.1-2009 AND OTHER REFERENCED INCORPORATED BY COD.) ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED OWNER/DEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE IS TO BE REMOVED AND FILLED WITH SITE CIVIL AND CONSULTING ENGINEERING DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEW OR APPROVED FILL MATERIAL COMPACTED AS DIRECTED BY THE GEOTECHNICAL REPORT. EARTHWORK ACTIVITIES · WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH THE EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION OR TO ADA COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, CONTRACTOR MUST VERIFY EXISTING SOUTHERN MARYLAND REHOBOTH BEACH, DE EQUIVALENT TO OR BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN RECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, SOUTHEASTERN, PA ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS LEHIGH VALLEY, PA ORDINANCES AND CODES. EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT SPECIFICATIONS PHILADELPHIA, PA CONFORMANCE WITH APPLICABLE CODES, LAWS RULES, REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES. PROGRAM MANAGEMENT FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR PERMITTING SERVICES BALTIMORE, MD CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME. CONTRACTOR IS RESPONSIBLE TO DOCUMENT ALL FOR ROADWAY CONSTRUCTION (LATEST EDITION) AND ANY AMENDMENTS OR REVISIONS THERETO. MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT EXISTING DAMAGE AND TO NOTIFY THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF DIFFER IN ANY WAY OR ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORE CONSTRUCTION. 11. ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE AS PER THE COMMENCEMENT OF WORK. CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND MUST BE COORDINATED WITH THE APPLICABLE LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ADA REQUIREMENTS. UTILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS, FILL 15. ALL CONCRETE MUST BE AIR ENTRAINED AND HAVE THE MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS AND/OR GEOTECHNICAL REPORT. AND COMPACTION MUST, AT A MINIMUM, COMPLY WITH THE STATE DOT REQUIREMENTS AND SPECIFICATIONS AND · THE CONTRACTOR MUST VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY UPSTATE NEW YORK CONSULTANT SHALL HAVE NO LIABILITY OR RESPONSIBILITY FOR OR AS RELATED TO FILL, COMPACTION AND BACKFILL. NEW YORK METRO NON-CONFORMANCE IS OBSERVED OR EXISTS, CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIOR FURTHER, CONTRACTOR IS FULLY RESPONSIBLE FOR EARTHWORK BALANCE. 16. THE ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES, GENERALLY NEW ENGLAND TO POURING CONCRETE. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND REPLACE NEW YORK, NY NEW JERSEY BOSTON, MA OR FOR THE CONSTRUCTION MEANs, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED NON-CONFORMING CONCRETE. 12. THE CONTRACTOR MUST COMPLY, TO THE FULLEST EXTENT, WITH THE LATEST OSHA STANDARDS AND REGULATIONS, SUSTAINABLE DESIGN BOTH ON THESE PLANS, AND FOR ANY CONFLICTS/SCOPE REVISIONS WHICH RESULT FROM SAME. CONTRACTOR IS AND/OR ANY OTHER AGENCY WITH JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR LAND SURVEYING RESPONSIBLE FOR DETERMINING THE METHODS/MEANS FOR COMPLETION OF THE WORK PRIOR TO THE COMMENCEMENT IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL OF CONSTRUCTION. IS RESPONSIBLE FOR DETERMINING THE “MEANS AND METHODS” REQUIRED TO MEET THE INTENT AND PERFORMANCE BUILDING CODE PRIOR TO COMMENCEMENT OF CONSTRUCTION. CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING 17. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY. THE ENGINEER OF RECORD HAS NOT BEEN PROCEDURES AND CONSULTANT SHALL HAVE NO RESPONSIBILITY FOR OR AS RELATED FOR OR AS RELATED TO RETAINED TO PERFORM OR BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF ENGINEER'S EXCAVATION AND TRENCHING PROCEDURES. SERVICES AS RELATED TO THE PROJECT. THE ENGINEER OF RECORD IS NOT RESPONSIBLE TO IDENTIFY OR REPORT ANY JOB SITE SAFETY ISSUES, AT ANY TIME. GENERAL DEMOLITION NOTES: 13. PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES, AND EXCEPT FOR EDGE OF BUTT JOINTS, MUST EXTEND TO THE FULL DEPTH OF THE EXISTING PAVEMENT. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THE 18. ALL CONTRACTORS MUST CARRY THE SPECIFIED STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS WILL NOT BE PERMITTED. LIABILITY INSURANCE AND LIMITS OF COMMERCIAL GENERAL LIABILITY INSURANCE (CGL). ALL CONTRACTORS MUST HAVE 1. THIS PLAN REFERENCES DOCUMENTS AND INFORMATION BY: 28 BLACKWELL PARK LANE, SUITE 201 THEIR CGL POLICIES ENDORSED TO NAME BOHLER ENGINEERING, AND ITS PAST, PRESENT AND FUTURE OWNERS, 14. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS MUST BE ADJUSTED, AS WARRENTON, VIRGINIA 20186 OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, SEE COVER SHEET FOR THIS REFERENCE NECESSARY, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS, REQUIREMENTS, Phone: (540) 349-4500 EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AS RULES, STATUTES, LAWS, ORDINANCES AND CODES. Fax: (540) 349-0321 ADDITIONAL NAMED INSURED AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE THIS HOLD 2. CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY VA@ BohlerEng.com AND HEALTH ACT OF 1970, (29 U.S.C. 651 et seq.), AS AMENDED AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS 15. DURING THE INSTALLATION OF SANITARY SEWER, STORM SEWER, AND ALL UTILITIES, THE CONTRACTOR MUST STORE HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED BY THE CONTRACTORS. ALL CONTRACTORS MUST FURNISH BOHLER TO SAME. MAINTAIN A CONTEMPORANEOUS AND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFY THE AS-INSTALLED ENGINEERING WITH CERTIFICATIONS OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE PRIOR TO COMMENCING WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR ONE YEAR AFTER LOCATIONS OF ALL UNDERGROUND INFRASTRUCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY THE COMPLETION OF CONSTRUCTION. IN ADDITION, ALL CONTRACTORS WILL, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER ENGINEERING AND ITS PAST, PRESENT AND FUTURE 3. BOHLER ENGINEERING HAS NO CONTRACTUAL, LEGAL, OR OTHER RESPONSIBILITY FOR JOB SITE SAFETY OR JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. INSTALLATIONS THAT DEVIATE FROM THE INFORMATION CONTAINED IN THE UTILITY PLAN. THIS RECORD MUST BE KEPT ON A CLEAN COPY OF THE SITE PLAN, WHICH CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER AT THE #4332 BARRACKS ROAD OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, COMPLETION OF WORK. 4. THE DEMOLITION PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION, ONLY, REGARDING ITEMS TO BE SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND DEMOLISHED AND/OR REMOVED. THE CONTRACTOR MUST ALSO REVIEW THE OTHER SITE PLAN DRAWINGS AND 16. WHEN THE SITE IMPROVEMENT PLANS INVOLVE MULTIPLE BUILDINGS, SOME OF WHICH MAY BE BUILT AT A LATER DATE, SHOPPING CENTER SUBCONSULTANTS FROM AND AGAINST ANY DAMAGES, INJURIES, CLAIMS, ACTIONS, PENALTIES, EXPENSES, PUNITIVE INCLUDE IN DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE THE CONTRACTOR MUST EXTEND ALL LINES, INCLUDING BUT NOT LIMITED TO STORM SEWER, SANITARY SEWER, DAMAGES, TORT DAMAGES, STATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES, CAUSES OF ACTION, LIABILITIES IMPROVEMENTS. UTILITIES, AND IRRIGATION LINE, TO A POINT AT LEAST FIVE (5) FEET BEYOND THE PAVED AREAS FOR WHICH THE OR COSTS, INCLUDING, BUT NOT LIMITED TO, REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH OR TO THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTORS, ALL CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATED TO THE PROJECT. CONTRACTOR MUST NOTIFY ENGINEER, IN 5. CONTRACTOR MUST RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS OR SPECIFICATIONS, CONCERNS REGARDING THE APPLICABLE SAFETY STANDARDS, OR THE SAFETY OF THE CONTRACTOR IS RESPONSIBLE. CONTRACTOR MUST CAP ENDS AS APPROPRIATE, MARK LOCATIONS WITH A 2X4, AND MUST NOTE THE LOCATION OF ALL OF THE ABOVE ON A CLEAN COPY OF THE SITE PLAN, WHICH CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER UPON COMPLETION OF THE WORK. 1000 EMMET STREET N WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO ANY TERMINATION, SUSPENSION OR CHANGE OF ITS INSURANCE HEREUNDER. CONTRACTOR OR THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT, WITH BOHLER ENGINEERING, IN WRITING, AND RESPONDED TO BY BOHLER, IN WRITING, PRIOR TO THE INITIATION OF ANY SITE ACTIVITY AND ANY 17. THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION AND UTILITY CHARLOTTESVILLE, VA DEMOLITION ACTIVITY. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS INVERT ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. CONTRACTOR MUST CONFIRM AND ENSURE 0.75% 19. BOHLER ENGINEERING WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES, REQUIREMENTS, STATUTES, ORDINANCES AND CODES. MINIMUM SLOPE AGAINST ALL ISLANDS, GUTTERS, AND CURBS; 1.0% ON ALL CONCRETE SURFACES; AND 1.5% MINIMUM ON ASPHALT (EXCEPT WHERE ADA REQUIREMENTS LIMIT GRADES), TO PREVENT PONDING. CONTRACTOR MUST SHEET TITLE ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH THE DESIGN INTENT AND THE INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND/OR METHODS AND/OR TECHNIQUES 6. PRIOR TO STARTING ANY DEMOLITION, CONTRACTOR IS RESPONSIBLE FOR/TO: IMMEDIATELY IDENTIFY, IN WRITING TO THE ENGINEER, ANY DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF CONTRACTOR PROCEEDS WITH CONSTRUCTION GENERAL OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NO RESPONSIBILITY OR LIABILITY FOR SAME A.OBTAINING ALL REQUIRED PERMITS AND MAINTAINING THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND WITHOUT PROVIDING PROPER NOTIFICATION, MUST BE AT THE CONTRACTOR'S OWN RISK AND, FURTHER, CONTRACTOR SHALL INDEMNIFY, DEFEND AND HOLD HARMLESS THE DESIGN ENGINEER FOR ANY DAMAGES, COSTS, NOTES HEREUNDER. BOHLER ENGINEERING'S SHOP DRAWING REVIEW WILL BE CONDUCTED WITH REASONABLE PROMPTNESS OTHER PUBLIC AGENCIES HAVING JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK AND INJURIES, ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM SAME. WHILE ALLOWING SUFFICIENT TIME TO PERMIT ADEQUATE REVIEW. REVIEW OF A SPECIFIC ITEM MUST NOT INDICATE THAT DEMOLITION WORK. BOHLER ENGINEERING HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER SD0 ENGINEERING WILL NOT BE RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS NOT PROMPTLY 18. PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 6” ABOVE EXISTING LOCAL ASPHALT GRADE UNLESS AND IMMEDIATELY BROUGHT TO ITS ATTENTION, IN WRITING, BY THE CONTRACTOR. BOHLER ENGINEERING WILL NOT BE OTHERWISE NOTED. FIELD ADJUST TO CREATE A MINIMUM OF 0.75% GUTTER GRADE ALONG CURB FACE. IT IS DWG EDITION REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN CONTRACTOR'S OBLIGATION TO ENSURE THAT DESIGN ENGINEER APPROVES FINAL CURBING CUT SHEETS PRIOR TO RECEIVED. INSTALLATION OF SAME. 20. NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER ENGINEERING, NOR THE PRESENCE OF BOHLER ENGINEERING 19. REFER TO SITE PLAN FOR ADDITIONAL NOTES. AND/OR ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND 20. IN THE EVENT OF DISCREPANCIES AND/OR CONFLICTS BETWEEN PLANS OR RELATIVE TO OTHER PLANS, THE SITE PLAN ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE, SHALL RELIEVE THE GENERAL WILL TAKE PRECEDENCE AND CONTROL. CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER, IN CONTRACTOR OF ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING, WRITING, OF ANY DISCREPANCIES AND/OR CONFLICTS. Job No. : V176502 SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND COMPLIANCE ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH JURISDICTION OVER THE 21. CONTRACTOR IS REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO Store : #4332 ENGINEER AND OWNER PRIOR TO INITIATING WORK. PROJECT AND/OR PROPERTY. BOHLER ENGINEERING AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH Date : 1/8/2020 OR SAFETY PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY. BOHLER ENGINEERING SHALL BE INDEMNIFIED BY THE GENERAL CONTRACTOR AND MUST BE NAMED AN ADDITIONAL 22. WHERE RETAINING WALLS (WHETHER OR NOT THEY MEET THE JURISDICTIONAL DEFINITION) ARE IDENTIFIED ON PLANS, ELEVATIONS IDENTIFIED ARE FOR THE EXPOSED PORTION OF THE WALL. WALL FOOTINGS/FOUNDATION ELEVATIONS Drawn By : JOC INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE IN NOTE 19 FOR JOB SITE SAFETY. ARE NOT IDENTIFIED HEREIN AND ARE TO BE SET/DETERMINED BY THE CONTRACTOR BASED ON FINAL STRUCTURAL DESIGN SHOP DRAWINGS PREPARED BY THE APPROPRIATE PROFESSIONAL LICENSEE IN THE STATE WHERE THE Checked By : RTY CONSTRUCTION OCCURS. 21. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN, WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER FOR SUCH DEVIATIONS, THE 23. STORM DRAINAGE PIPE: Sheet CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK DONE C-0.1 WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL UNLESS INDICATED OTHERWISE, ALL STORM SEWER PIPE MUST BE REINFORCED CONCRETE PIPE (RCP) CLASS III WITH COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, SHALL DEFEND, INDEMNIFY AND HOLD SILT TIGHT JOINTS. WHEN HIGH-DENSITY POLYETHYLENE PIPE (HDPE) IS CALLED FOR ON THE PLANS, IT MUST HARMLESS THE ENGINEER, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, IN ACCORDANCE WITH PARAGRAPH 19 CONFORM TO AASHTO M294 AND TYPE S (SMOOTH INTERIOR WITH ANGULAR CORRUGATIONS) WITH GASKET FOR SILT HEREIN, FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, JUDGMENTS, PENALTIES AND THE LIKE RELATED TIGHT JOINT. PVC PIPE FOR ROOF DRAIN CONNECTION MUST BE SDR 26 OR SCHEDULE 40 UNLESS INDICATED TO SAME. OTHERWISE. H:\17\V176502\DRAWINGS\PLAN SETS\V176502-SD0-1.DWG PRINTED BY: JNICE 6.15.20 @ 5:58 PM LAST SAVED BY: JNICE STANDARD DRAWING LEGEND STANDARD FOR ENTIRE PLAN SET (NOT TO SCALE) ABBREVIATIONS LIMIT OF WORK LOW LOW LOW FOR ENTIRE PLAN SET LIMIT OF DISTURBANCE LOD LOD LOD AC ACRES AMERICANS WITH ADA DISABILITY ACT TYPICAL NOTE TEXT PROPOSED NOTE ARCH ARCHITECTURAL ONSITE PROPERTY LINE / R.O.W. LINE BC BOTTOM OF CURB NEIGHBORING BF BASEMENT FLOOR PROPERTY LINE / INTERIOR PARCEL LINE BK BLOCK EASEMENT BL BASELINE LINE BLDG BUILDING SETBACK BM BUILDING BENCHMARK LINE BRL BUILDING RESTRICTION LINE CF CUBIC FEET CL CENTERLINE KNOW WHAT'S BELOW CURB AND GUTTER ALWAYS CALL 811 CMP CORRUGATED METAL PIPE BEFORE YOU DIG SPILL CURB TRANSITION CURB CONN CONNECTION It's fast. It's free. It's the law. CONCRETE CURB & GUTTER CONC CONCRETE DEPRESSED CURB AND GUTTER CPP CORRUGATED PLASTIC PIPE Revisions: CY CUBIC YARDS Mark Date By UTILITY POLE WITH LIGHT DEC DECORATIVE 1 4/2/2020 RTY DEP DEPRESSED POLE LIGHT DIP DUCTILE IRON PIPE TRAFFIC DOM DOMESTIC LIGHT ELEC ELECTRIC Mark Date By 2 6/15/2020 RTY UTILITY ELEV ELEVATION POLE EP EDGE OF PAVEMENT TYPICAL LIGHT ES EDGE OF SHOULDER EW END WALL ACORN LIGHT EX EXISTING Mark Date By TYPICAL FES FLARED END SECTION SIGN FF FINISHED FLOOR PARKING FH FIRE HYDRANT COUNTS X FG FINISHED GRADE G GRADE GF GARAGE FLOOR (AT DOOR) CONTOUR 190 GH GRADE HIGHER SIDE OF WALL LINE 187 GL GRADE LOWER SIDE OF WALL SPOT ELEVATIONS TC516.00 TC 516.00 BC 515.55 RYAN YAUGER GRT GRATE GV GATE VALVE Lic. No.0402056625 HIGH DENSITY 6/15/2020 HDPE SANITARY SAN POLYETHYLENE PIPE LABEL # HP HIGH POINT X TRANSPORTATION SERVICES LANDSCAPE ARCHITECTURE STORM HOR HORIZONTAL LABEL # NORTHERN VIRGINIA HW HEADWALL TM CENTRAL VIRGINIA SOUTH FLORIDA CHARLOTTE, NC SANITARY SEWER SL INT INTERSECTION RALEIGH, NC LATERAL TAMPA, FL INV INVERT UNDERGROUND W WATER LINE LF LINEAR FOOT SITE CIVIL AND CONSULTING ENGINEERING UNDERGROUND LOC LIMITS OF CLEARING E SOUTHERN MARYLAND REHOBOTH BEACH, DE ELECTRIC LINE SOUTHEASTERN, PA LOD LIMITS OF DISTURBANCE LEHIGH VALLEY, PA PHILADELPHIA, PA PROGRAM MANAGEMENT PERMITTING SERVICES BALTIMORE, MD UNDERGROUND G LOS LINE OF SIGHT GAS LINE LP LOW POINT OVERHEAD OH L/S LANDSCAPE WIRE MAX MAXIMUM UPSTATE NEW YORK UNDERGROUND T NEW YORK METRO TELEPHONE LINE MIN MINIMUM NEW ENGLAND NEW YORK, NY NEW JERSEY BOSTON, MA UNDERGROUND MH MANHOLE SUSTAINABLE DESIGN C CABLE LINE LAND SURVEYING MJ MECHANICAL JOINT STORM OC ON CENTER SEWER PA POINT OF ANALYSIS SANITARY S PC POINT CURVATURE SEWER MAIN POINT OF COMPOUND HYDRANT PCCR CURVATURE, CURB RETURN 28 BLACKWELL PARK LANE, SUITE 201 PI POINT OF INTERSECTION WARRENTON, VIRGINIA 20186 SANITARY MANHOLE S POG POINT OF GRADE Phone: Fax: (540) 349-4500 (540) 349-0321 VA@ BohlerEng.com STORM PROP PROPOSED D MANHOLE PT POINT OF TANGENCY STORE WATER METER PTCR POINT OF TANGENCY, CURB RETURN #4332 WATER VALVE PVC POLYVINYL CHLORIDE PIPE BARRACKS ROAD SHOPPING CENTER POINT OF VERTICAL PVI INTERSECTION GAS VALVE GAS PVT R POINT OF VERTICAL TANGENCY RADIUS 1000 EMMET STREET N METER RCP REINFORCED CONCRETE PIPE CHARLOTTESVILLE, VA TYPICAL END RET WALL RETAINING WALL SECTION R/W RIGHT OF WAY SHEET TITLE HEADWALL OR ENDWALL OR S SLOPE LEGEND SAN SANITARY SEWER GRATE INLET SF SQUARE FEET CURB STA STATION INLET STM STORM DWG EDITION SD0 CLEAN S/W SIDEWALK OUT TBR TO BE REMOVED ELECTRIC MANHOLE E TBRL TO BE RELOCATED TC TOP OF CURB TELEPHONE MANHOLE T TELE TELEPHONE Job No. : V176502 ELECTRIC EB TPF TREE PROTECTION FENCE Store : #4332 BOX ELECTRIC TW TOP OF WALL Date : 1/8/2020 EP TYP TYPICAL PEDESTAL UG UNDERGROUND Drawn By : JOC UP UTILITY POLE Checked By : RTY MONITORING W WIDE WELL W/L WATER LINE Sheet C-0.2 TEST W/M WATER METER PIT ± PLUS OR MINUS BENCHMARK ° DEGREE Ø DIAMETER BORING # NUMBER H:\17\V176502\DRAWINGS\PLAN SETS\V176502-SD0-1.DWG PRINTED BY: JNICE 6.15.20 @ 5:58 PM LAST SAVED BY: JNICE C-1.0 C-1.1 DEMOLITION/REMOVAL LEGEND LANDS N/F FEDERAL REALTY INVESTMENT TRUST DEMOLITION/REMOVAL NOTE TYPICAL NOTE TEXT DEED BOOK 793 PAGE 231 TMP 010001000 EASEMENT PRESENT USE: SHOPPING CENTER LINE CONCRETE CURB & GUTTER UTILITY POLE WITH LIGHT POLE KNOW WHAT'S BELOW LIGHT ALWAYS CALL 811 E TRAFFIC BEFORE YOU DIG E E E LIGHT It's fast. It's free. It's the law. E E UTILITY R=20.00' POLE Revisions: E Δ=090°00'00" TYPICAL L=31.42' LIGHT Mark Date By CHB=N06°12'29"W ACORN LIGHT 1 4/2/2020 RTY E CHD=28.28' LOD LOD LOD LOD N38°47'31"E 147.00' LOD LOD LOD D LOD LOD LOD TYPICAL LOD LOD LOD LO LO SIGN LOD D D LOD LOD LO PARKING X Mark Date By E COUNTS LOW D SPOT 2 6/15/2020 RTY LO TC 516.4 LOD OR 516.4 ELEVATIONS LOD SAN SANITARY E LOT 7A # LOW LABEL D.B. 470 PG. 462 LOW AREA: 34,876 S.F. OR 0.801 AC. STM LOD STORM Mark Date By LOD # LABEL DRIVE THRU SL SANITARY SEWER E LOW LATERAL LOW W UNDERGROUND LOD LOD WATER LINE E UNDERGROUND E E LOW ELECTRIC LINE LOW LOD UNDERGROUND G LOD G WISE STREET E GAS LINE E OH OVERHEAD LOW WIRE LOW LOD T UNDERGROUND G RYAN YAUGER LOD TELEPHONE LINE E C UNDERGROUND Lic. No.0402056625 E LOW CABLE LINE LOW STORM S51°12'29"E 211.91' LOD 6/15/2020 G LOD SEWER E SANITARY N51°12'29"W 186.80' S E SEWER MAIN LOW LOW TRANSPORTATION SERVICES LANDSCAPE ARCHITECTURE HYDRANT LOD G NORTHERN VIRGINIA LOD S TM CENTRAL VIRGINIA SANITARY E SOUTH FLORIDA CHARLOTTE, NC E MANHOLE RALEIGH, NC E LOW TAMPA, FL STORM D LOW MANHOLE LOD G LOD E WM WATER SITE CIVIL AND CONSULTING ENGINEERING E METER E SOUTHERN MARYLAND LOW WV WATER REHOBOTH BEACH, DE LOW SOUTHEASTERN, PA LEHIGH VALLEY, PA E VALVE PHILADELPHIA, PA PROGRAM MANAGEMENT LOD PERMITTING SERVICES BALTIMORE, MD G GAS LOD E VALVE E GAS E LOW METER LOW TO BE LOD G (TBR) LOD E REMOVED UPSTATE NEW YORK E NEW YORK METRO LOD LOD LOD NEW ENGLAND NEW YORK, NY E NEW JERSEY BOSTON, MA LEGEND LOD SUSTAINABLE DESIGN LOD LAND SURVEYING LOD G E LOD E PROP SAWCUT LOD LOD LOD LIMIT OF SOIL LOD LOW E LOD LOD G E LOD DISTURBANCE LOW E LOW LOW LOW 28 BLACKWELL PARK LANE, SUITE 201 E LOD WARRENTON, VIRGINIA 20186 G E LOD Phone: (540) 349-4500 E Fax: (540) 349-0321 VA@ BohlerEng.com E DEMOLITION NOTES LOD E S40°33'09"W 188.24' STORE G LOD LOD LOD LOD #4332 LOD LOD LOD 1. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING SITE CONDITIONS PRIOR TO ANY LOD CONSTRUCTION ACTIVITIES. ANY DISCREPANCIES WITH THIS PLAN SHALL BE REPORTED IN WRITING BARRACKS ROAD TO THE OWNER AND BOHLER ENGINEERING PRIOR TO ANY CONSTRUCTION ACTIVITIES. THE LOD P.O.B. D CONTRACTOR ASSUMES COMPLETE RESPONSIBILITY FOR ANY DISCREPANCIES NOT REPORTED IN S40°32'41"W 167.08' LOD LOD LOD LOD LO G WRITING. LOD LOD 2. THE CONTRACTOR SHALL PROTECT EXISTING SITE FEATURES NOT SHOWN OR NOTED TO BE SHOPPING CENTER LOD 1000 EMMET STREET N DEMOLISHED WITH THIS PLAN. CONTRACTOR SHALL REPLACE ANY EXISTING SITE FEATURE DAMAGED LOD BY CONSTRUCTION ACTIVITIES. G CHARLOTTESVILLE, VA LOD 3. IF DURING DEMOLITION THE EXISTING CORP. STOP IS FOUND TO BE PROPERLY SIZED AT 2" AND IN GOOD CONDITION, IT MAY BE REUSED FOR THE NEW WATER SERVICE AT THE DISCRETION OF THE EMMET STREET - US RTE. 29 UTILITIES INSPECTOR. LOD 4. PRIOR TO DEMOLITION, THE GAS METER MUST BE REMOVED FROM THE BUILDING. IF THE GAS SHEET TITLE LODG SERVICE LINE IS IN CONFLICT WITH ANY SITE WORK, THE SERVICE LINE SHALL BE ABANDONED OUTSIDE THE LIMITS OF DISTURBANCE. DEMOLITION G G G G G G G PLAN LOD LOD DWG EDITION SS 0 LOD 20 10 5 0 20 LOD W W W W LOD 1"= 20' Job No. : V176502 Store : #4332 Date : 1/8/2020 Drawn By : JOC Checked By : RTY Sheet C-1.2 H:\17\V176502\DRAWINGS\PLAN SETS\V176502-SS0-1.DWG PRINTED BY: JNICE 6.15.20 @ 5:59 PM LAST SAVED BY: JNICE BULK REQUIREMENTS SITE PLAN DESIGN NOTES & KEY PLAN ALLOWED/REQUIRED PROVIDED 1 DIRECTIONAL ARROW 1 C4.0 A. MIN. LOT AREA 0.80 AC. 2 DRIVE-THRU GRAPHICS 2 B. BUILDING AREA ±4,588 SF C4.0 C. MIN. BUILDING SETBACK 3 MIN: 5' 3 STOP LINE GRAPHIC FRONT SETBACK (EMMET STREET) 92' C4.0 MAX: 92' D. PARKING REQUIREMENTS 4 PAINTED HANDICAP PARKING SYMBOL 4 C4.0 PARKING REQUIREMENT: 1 SPACE/250 SF OF SEATING AREA 15 36* 5 DIRECTIONAL SIGNAGE 6 C4.0 ALL SIGNS SHALL CONFORM TO SIGNAGE PLAN. PLANS ADA REQUIREMENT: (1 FOR EACH 25 TOTAL 2 3 PREPARED BY CLAYTON SIGNS. SPACES) 5A STOP SIGN E. FLOOR AREA RATIO (F.A.R.) 100% 13.15% LANDS N/F FEDERAL REALTY INVESTMENT TRUST 5B HANDICAP SIGN DEED BOOK 793 PAGE 231 F. MIN. PARKING SPACE DIMENSIONS 9' X 18' 9' X 18' 5C "DRIVE-THRU ONLY" TMP 010001000 G. MIN. DRIVE AISLE (ONE-WAY) (60 DEGREE PARKING) 20' 22' PRESENT USE: SHOPPING CENTER 5D "RIGHT-TURN ONLY" SIGN H. BUILDING HEIGHT 40' 21' 4" 5E "ONE WAY" SIGN (USE APPLICABLE DIRECTION) * 36 PARKING SPACES PROPOSED WITHIN LEASE AREA NOT USED 5F "LEFT-TURN ONLY" SIGN 5G "CAUTION - WATCH FOR PEDESTRIANS" SIGN 5H "DO NOT ENTER" SIGN KNOW WHAT'S BELOW ALWAYS CALL 811 5I MOBILE PICKUP SIGN BEFORE YOU DIG 5J "DO NOT BLOCK THE DRIVE" SIGN It's fast. It's free. It's the law. R=20.00' 6 STANDARD PARKING STALL 5 Δ=090°00'00" 7 C4.0 Revisions: L=31.42' 7 MAIN ENTRANCE HANDICAP RAMP C4.0 Mark Date By 8 CHB=N06°12'29"W 39 5H 5' 18' 3 NOT USED 8 HANDICAP RAMP w/ FLARED SIDE C4.0 1 4/2/2020 RTY CHD=28.28' N38°47'31"E 147.00' 21 (TYP) 2'R 5H NOT USED 9 RETURNED CURB HANDICAP RAMP 9 C4.0 5'R 4.5' 1.8'R 45 2 3.9' 10 TRUNCATED DOMES 10 5A C4.0 21 11 Mark Date By 10.5' 13 17 34 33 7 9 11 15 11 TYPICAL CONCRETE SIDEWALK C4.0 'R 5' 43 20 3'R 2 6/15/2020 RTY 50 12 2 12 SIDEWALK w/ CURB & GUTTER 3' 6 24 1 C4.0 22 35 2 10.5' 26 LOT 7A 14 13 CURB SECTION AT DRIVE-THRU 8 10 12 16 1 D.B. 470 PG. 462 AREA: 34,876 S.F. OR 0.801 AC. NOT USED 14 ASPHALT RAMP 5 Mark Date By 4.4' 27 8.9' 27 'R 19 18 NOT USED 15 LANDSCAPE & IRRIGATION PROTECTOR 20 43 'R 6.8' 30 4' PROP. 16 24" CURB AND GUTTER - CATCHING 17 SAWCUT C4.1 41 58 3 LINE 18' 12 23.5' 9' 24" CURB AND GUTTER - SPILLING 46 23' 24" CURB AND GUTTER - TRANSITION 67.74' 4 18 NOT USED 17 ROLLOVER/MOUNTABLE CURB MODIFIED SE MED C4.1 5 'R 4'R 3'R 5' 27 36 18 19 4,588± SF REFUSE ENCLOSURE FOUNDATION WISE STREET C4.1 1 36 PARKING SPACES 20 22' 19 BOLLARD 8.5' C4.1 3 13 17 STACKING SPACES 5F 5A 20 TYPICAL PAVEMENT SECTION 21 77.05' FFE: 469.80 35 2 C4.2 RYAN YAUGER 4'R 5'R 5J 13 22 8' 11' 27 21 TRANSVERSE & LONGITUDINAL CONTRACTION JOINT C4.2 Lic. No.0402056625 9.3' 1 HATCH LEGEND 23 5' 20 22 TRANSVERSE & LONGITUDINAL DOWELED CONST. JOINT S51°12'29"E 211.91' C4.2 6/15/2020 3'R 2 19 23 HD CONCRETE APRON @ TRASH ENCL. (MUST SUPPORT 85,000 LBS) 24 11' 35 C4.2 N51°12'29"W 186.80' 24 24 25 TRANSPORTATION SERVICES CONCRETE PAVING @ DRIVE THRU LANE LANDSCAPE ARCHITECTURE 21 5B PAVEMENT PROP BUILDING C4.2 4 (TYP) 11.5' & ( SEE ARCH 18' (TYP) 22' 18' 3' 11.5' NORTHERN VIRGINIA 21.4' 8' TM CENTRAL VIRGINIA ADA STRIPING DRAWINGS) 25 FLAGPOLE SOUTH FLORIDA 7 CHARLOTTE, NC 40 FLAG POLE PACKAGE, BY APPROVED VENDORS RALEIGH, NC 1 5' 12 7 TAMPA, FL 38 9' 17' 1 26 MENU BOARD & CANOPY ORDERING STATION 34 35 39 8' 6 C4.2 C4.2 SITE CIVIL AND CONSULTING ENGINEERING 37 5B (TYP) 20.1' 27 10.4' CLEANOUT 11' SOUTHERN MARYLAND REHOBOTH BEACH, DE 9' 13 2 SOUTHEASTERN, PA EX TRANSFORMER LEHIGH VALLEY, PA 28 PHILADELPHIA, PA PROGRAM MANAGEMENT 11 PERMITTING SERVICES BALTIMORE, MD 6 CONCRETE STANDARD DUTY 5' 4 (TYP) PAVEMENT ASPHALT PAVEMENT NOT USED 29 ROOF DOWNSPOUT (TO CONNECT TO SITE DRAINAGE SYSTEM) 25 6 9' 8.1' (TYP) 24 25 21 30 GREASE TRAP (REFER TO BUILDING PLAN FOR MORE DETAIL) 9' 5G C4.2 C4.2 C4.2 18' 30'R 5 NOT USED CHICK-FIL-A PRIME SIGN 31 UPSTATE NEW YORK 20 NEW YORK METRO 'R 10 3'R 1.5'R 43 NEW ENGLAND NEW YORK, NY NOT USED 32 PRE-SELL MENUBOARD 3 NEW JERSEY BOSTON, MA 3'R 2'R 2'R 4' 47 3'R SUSTAINABLE DESIGN 6 38.4' 5.5'R 5.5'R 37 CHICK-FIL-A "ENTER" SIGN 33 LAND SURVEYING 5' (TYP) 11' 5E SIDEWALK 22 92' CONCRETE 34 CHICK-FIL-A "EXIT" SIGN 24' 15'R 20 1 21 2 1 23 33 20 4" WIDE WHITE STRIPE 35 30' 1 9' 35 1.8' 10 43 36 4" THICK CONCRETE STRIP BETWEEN BUILDING AND BACK OF CURB 42 6 19 9.9' 26 8 28 BLACKWELL PARK LANE, SUITE 201 (TYP) SITE NOTES 37 PROP. HANDRAIL C4.2 18' WARRENTON, VIRGINIA 20186 51 Phone: (540) 349-4500 Fax: (540) 349-0321 6 1. FINAL DRY UTILITY DESIGN (ELECTRIC, CATV, TELEPHONE, GAS) IS TO BE 38 OUTDOOR SEATING AREA VA@ BohlerEng.com 4 5 COORDINATED BETWEEN THE CONTRACTOR AND LOCAL UTILITY COMPANIES. (TYP) 18' S40°33'09"W 188.24' 18 9' 2. ALL PROPOSED UTILITIES ARE TO BE INSTALLED UNDERGROUND INCLUDING 39 THE CONTRACTOR SHALL INSTALL NECESSARY TRAFFIC CONTROL, STORE #4332 ELECTRIC, TELEPHONE, AND CATV. SAFETY BARRICADES, LIGHTING, AND OTHER REQUIRED CONTROL MEASURES TO SECURE THE WORK AREA FROM EXISTING TRAFFIC 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND AND TO ASSURE PUBLIC SAFETY. P.O.B. S40°32'41"W 167.08' SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF LOCAL, STATE, AND FEDERAL REGULATIONS. 40 BITUMASTIC EXPANSION JOINT, TYPICAL. INSTALL EXPANSION JOINT BARRACKS ROAD 28 4. IT SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR FACILITIES PRIOR TO STARTING BETWEEN ALL CONCRETE PAVEMENT INTERFACE WITH BUILDINGS, CURB & GUTTER, AND OTHER CONSTRAINED OBJECTS. SHOPPING CENTER CONSTRUCTION. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY HIS 41 SITE CONTRACTOR SHALL REFER TO ARCHITECT PLANS FOR THE 1000 EMMET STREET N WORK FORCE. EXACT DIMENSIONS OF THE BUILDING, CANOPY, AND THE LOCATION OF DOORWAYS, UTILITIES, ETC. CHARLOTTESVILLE, VA EMMET STREET - US RTE. 29 5. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY 42 GATES TO BE INSTALLED BY BUILDING CONTRACTOR WITH THE ENGINEER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH DUMPSTER STRUCTURE. COORDINATE WITH PAVEMENT SHEET TITLE CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR REMEDIAL WORK DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF INSTALLATION. SITE PLAN 43 SAWCUT LINE SUCH NOTIFICATION HAS NOT BEEN GIVEN. 6. ALL HANDICAP SPACES SHALL BE CONSTRUCTED TO MEET ADA REQUIREMENTS. NOT USED 44 RELOCATED MAILBOX 7. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL STOP SIGNS, DIRECTIONAL SIGNS, AND STRIPING SHOWN ON THE PLANS. CONTRACTOR SHALL USE MUTCD STANDARD R1-1 STOP SIGNS AND 24 INCH WHITE STOP 45 TIER 3 FACE TO FACE ORDER CANOPY (CONTRACTOR TO REFER TO BUILDING PLANS FOR EXACT DIMENSIONS) DWG EDITION SS 0 STRIPE AT ALL INTERNAL INTERSECTIONS WITHIN PROPOSED DEVELOPMENT. 46 TIER 3 OUTSIDE MEAL DELIVERY CANOPY 8. ALL PEDESTRIAN RAMPS SHALL BE CONSTRUCTED TO MEET VDOT CG-12 2' CURB CUT DETAILS, FOR DIMENSIONS AND MAXIMUM SLOPES. 47 48 5' CROSSWALK 33 NOT USED C4.3 49 MONUMENT SIGN (REFER TO SIGNAGE PLAN FOR DETAILS) Job No. : V176502 50 CLEARANCE BAR Store : #4332 51 THE CONTRACTOR SHALL INSTALL DRAINS IN DUMPSTER ENCLOSURE WALL Date : 1/8/2020 20 10 5 0 20 52 PROP. GRAVEL PATH Drawn By : JOC 1"= 20' 53 PROP. SITE LIGHT. SEE PHOTOMETRIC PLAN. Checked By : RTY 54 PROP. LANDSCAPE PLANTER. SEE LANDSCAPE PLAN ON SHEET L-1.0 Sheet 55 PROP. GATE TO MATCH CHARACTERISTICS 26 C-2.0 OF TYPICAL GUARDRAIL. C4.2 56 OUTDOOR MEAL DELIVERY SIGN 57 OMD YELLOW SAFETY POSTS 15' ON CENTER. 2' FROM FACE OF CURB. 58 BIKE RACK H:\17\V176502\DRAWINGS\PLAN SETS\V176502-SS0-1.DWG PRINTED BY: JNICE 6.15.20 @ 5:59 PM LAST SAVED BY: JNICE KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. R=20.00' Δ=090°00'00" Revisions: L=31.42' Mark Date By CHB=N06°12'29"W 1 4/2/2020 RTY CHD=28.28' N38°47'31"E 147.00' 2'R 5'R 1.8'R Mark Date By 'R 20 3'R 2 6/15/2020 RTY Mark Date By 'R 18 20 'R PROP. A SAWCUT 3 LINE MODIFIED SE MED 5 'R 4'R 3'R 4,588± SF WISE STREET 36 PARKING SPACES A 17 STACKING SPACES FFE: 469.80 RYAN YAUGER 4'R 5'R 13 Lic. No.0402056625 S51°12'29"E 211.91' 6/15/2020 3'R N51°12'29"W 186.80' TRANSPORTATION SERVICES LANDSCAPE ARCHITECTURE NORTHERN VIRGINIA TM CENTRAL VIRGINIA SOUTH FLORIDA CHARLOTTE, NC RALEIGH, NC 7 TAMPA, FL SITE CIVIL AND CONSULTING ENGINEERING A SOUTHERN MARYLAND REHOBOTH BEACH, DE SOUTHEASTERN, PA LEHIGH VALLEY, PA PHILADELPHIA, PA PROGRAM MANAGEMENT PERMITTING SERVICES BALTIMORE, MD 4 30'R 5 UPSTATE NEW YORK 20 NEW YORK METRO 'R 3'R 1.5'R NEW ENGLAND NEW YORK, NY NEW JERSEY BOSTON, MA 3'R 2'R 2'R 3'R SUSTAINABLE DESIGN 5.5'R 5.5'R A LAND SURVEYING A 15'R NOT TO SCALE 8 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@ BohlerEng.com 4 5 S40°33'09"W 188.24' STORE #4332 LEGEND BARRACKS ROAD S40°32'41"W 167.08' PAINTED YELLOW CURB TO DESIGNATE FIRE LANE SHOPPING CENTER UNPAINTED CURB 1000 EMMET STREET N A FIRE LANE SIGN CHARLOTTESVILLE, VA EMMET STREET - US RTE. 29 TYPE "1" OR "2" SHEET TITLE FIRELANE PLAN DWG EDITION SS 0 Job No. : V176502 Store : #4332 Date : 1/8/2020 Drawn By : JOC Checked By : RTY Sheet C-2.1 20 10 5 0 20 1"= 20' H:\17\V176502\DRAWINGS\PLAN SETS\V176502-SS0-1.DWG PRINTED BY: JNICE 6.15.20 @ 6:00 PM LAST SAVED BY: JNICE L=31.42' CHB=N06°12'29"W CHD=28.28' N38°47'31"E 147.00' TC 470.45 ADA CONSTRUCTION NOTES TO CONTRACTOR 471 1. NO SIDEWALK AND/OR CROSSWALK IS TO EXCEED 2.00% CROSS SLOPE. THE RUNNING SLOPE OF THE ACCESSIBLE ROUTE SHALL NOT EXCEED 5% 470 2. NO ADA PARKING SPACE IS TO EXCEED 2.00% SLOPE IN ANY DIRECTION. 3:1 3. NO ADA CURB RAMP IS TO EXCEED 8.33%. 4. THE CONTRACTOR IS RESPONSIBLE DURING THE FORMING OF SIDEWALKS, RAMPS, CROSSWALKS, AND ADA PARKING TO VERIFY THAT ADA COMPLIANCE IS ACHIEVED. 5. IF DURING THAT CHECK ANY NON-CONFORMANCE IS DETERMINED, THE ENGINEER IS TO BE IMMEDIATELY NOTIFIED PRIOR TO POURING CONCRETE AND/OR LAYING ASPHALT. 469 469 LEGEND TC 469.80 ADA COMPLIANT PATHWAY (CONCRETE) KNOW WHAT'S BELOW TC 469.60 G 469.30 ALWAYS CALL 811 G 469.10 TC 469.12 TC 469.80 TC 469.75 BEFORE YOU DIG It's fast. It's free. It's the law. 470 ADA COMPLIANT LANDING/ TURN AROUND TC 469.75 G 469.25 G 469.80 Revisions: Mark Date By 2.6% PEDESTRIAN PATH 1 4/2/2020 RTY 469 Mark Date By 2 6/15/2020 RTY TC 469.70 TC 469.30 G 469.80 1.2% TC 469.50 Mark Date By 0.7% G 469.70 WISE STREET 8.3% TC 469.42 G 469.75 G 468.65 G 468.92 1.8% 0.8% 1.9% S51°12'29"E 211.91' RYAN YAUGER G 469.00 G 468.69 Lic. No.0402056625 8.3% G 469.55 1.0% 1.3% 6/15/2020 N51°12'29"W 186.80' G 469.80 RIDGE G 468.77 G 469.60 1.3% TC 469.50 G 468.73 TRANSPORTATION SERVICES LANDSCAPE ARCHITECTURE TC 469.48 NORTHERN VIRGINIA TM CENTRAL VIRGINIA SOUTH FLORIDA 1.3% CHARLOTTE, NC 1.6% G 469.50 RALEIGH, NC TAMPA, FL G 468.94 G 468.62 G 469.80 1.0% G 469.50 SITE CIVIL AND CONSULTING ENGINEERING 469 8.3% 1.8% 2.0% SOUTHERN MARYLAND REHOBOTH BEACH, DE G 469.63 SOUTHEASTERN, PA G 468.90 LEHIGH VALLEY, PA G 469.80 PHILADELPHIA, PA G 468.57 PROGRAM MANAGEMENT PROP. ADA ACCESSIBLE PERMITTING SERVICES BALTIMORE, MD 1.7% ENTRANCE TC 469.35 1.9% G 468.43 G 469.70 1.8% G 468.74 TC 469.40 UPSTATE NEW YORK 469 NEW YORK METRO G 468.90 0.6% NEW ENGLAND NEW YORK, NY TC 469.60 TC 469.60 TC 469.45 NEW JERSEY BOSTON, MA SUSTAINABLE DESIGN TC/G 469.30 LAND SURVEYING TC 469.60 % 2.0% 2.0% 2.0 TC 469.15 0.7% 469 % 5.0 TC 469.20 468 467 28 BLACKWELL PARK LANE, SUITE 201 G 468.50 TC 468.75 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 6.3% VA@ BohlerEng.com 469 468 46 STORE 8 TC 469.00 467 #4332 G 468.45 TC 468.00 G 466.42 G 467.95 BARRACKS ROAD TC 466.38 SHOPPING CENTER 1000 EMMET STREET N 6.6% G 466.75 % G 466.32 3.6 1.8% CHARLOTTESVILLE, VA TC 466.22 G 466.65 8.0% 3.9% G 467.10 G 467.09 SHEET TITLE 0.6% ADA TC/G 467.13 G 467.04 COMPLIANCE 468 PLAN 46 7 DWG EDITION SS 0 TC/G 465.30 TC 467.65 Job No. : V176502 468 Store : #4332 S40°33'09"W 188.24' 465 467 Date : 1/8/2020 Drawn By : JOC Checked By : RTY Sheet S40°32'41"W 167.08' 10 5 2.5 0 1"= 10' 10 C-2.2 H:\17\V176502\DRAWINGS\PLAN SETS\V176502-SS0-1.DWG PRINTED BY: JNICE 6.15.20 @ 6:00 PM LAST SAVED BY: JNICE GRADING LEGEND EXISTING NOTE TYPICAL NOTE TEXT PROPOSED NOTE 120 CONTOUR 120 125 LINE 125 SPOT TC516.00 TC 516.00 TC 516.4 OR 516.4 ELEVATIONS BC 515.55 SAN SANITARY SAN # LABEL # KNOW WHAT'S BELOW STM STORM STM ALWAYS CALL 811 # LABEL # BEFORE YOU DIG It's fast. It's free. It's the law. STORM SEWER R=20.00' STM Δ=090°00'00" EX-4 D STORM D Revisions: MANHOLE L=31.42' MATCH EX. Mark Date By CHB=N06°12'29"W MATCH EX. MATCH EX. TC 470.35± G 469.65± G 469.50± TYPICAL END SECTION 1 4/2/2020 RTY CHD=28.28' N38°47'31"E 147.00' HEADWALL OR 471 OR ENDWALL OR 470 RIDGE TC 469.50 TC 470.34 3:1 TC 469.95 TC 469.90 YARD G 469.00 TC 469.95 G 469.45 G 469.45 G 469.28 G 469.40 G 469.05 TC 470.45 TC 470.00 INLET Mark Date By CURB 2 6/15/2020 RTY 469 INLET TC 469.70 RD-05 RD-04 469RD-03 RD-02 G 469.20 MONITORING TC 470.00 RD-01 STM G 469.30 G 469.50 RD-06 PROP. 6" PVC PROP. 6" PVC A-2 TC 469.50 WELL RD-11 TC 469.80 RD-12 TC 469.60 G 469.10 TC 469.80 TC 469.75 BORING Mark Date By 470 TC 470.15 TC 469.12 TC 469.00 PRO G 469.65 G 470.15 G 469.80 G 468.50 P. 1 G 469.25 BENCHMARK 5 TC 469.50 " RCP TC 469.75 PROP. BURIED RD-16 RD-13 FOUNDATION 469 TC 469.55 TEST STM A-1 PIT TC 470.20 G 469.70 RIDGE TC 470.40 G 469.90 MODIFIED SE MED G 469.80 RD-15 TC 469.70 TC 469.30 TC 469.50 BURIED FOUNDATION 4,588± SF WISE STREET SL 36 PARKING SPACES TC 469.50 STM EX-3 17 STACKING SPACES G 469.70 RD-14 TC 469.33 FFE: 469.80 RYAN YAUGER PROP. 6" PVC SL RD-07 G 469.75 TC 469.42 RD-17 Lic. No.0402056625 GRADING NOTES S51°12'29"E 211.91' 6/15/2020 G 469.55 1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE REFERENCED TC 469.95 G 469.63 TC 468.92 SURVEYOR'S BENCHMARK AND MUST BE VERIFIED BY THE GENERAL G 469.80 N51°12'29"W 186.80' G 469.45 CONTRACTOR PRIOR TO GROUNDBREAK. TRANSPORTATION SERVICES LANDSCAPE ARCHITECTURE RD-08 RD-18 MATCH EX. G 469.63 G 468.17± 2. ALL ADA SPACES AND ACCESS PATHS SHALL BE CONSTRUCTED TO MEET ADA NORTHERN VIRGINIA G 469.50 TM CENTRAL VIRGINIA GUIDELINES. CONTRACTOR TO ENSURE THAT ADA PARKING AREA DOES NOT SOUTH FLORIDA CHARLOTTE, NC G 469.80 EXCEED 2% IN ANY DIRECTION. G 469.50 469 RALEIGH, NC RD-09 TAMPA, FL TC 469.85 G 469.63 G 469.80 G 469.35 3. CONTRACTOR SHALL CONFIRM ADA ACCESSIBILITY PRIOR TO INSTALLING RD-10 FINISHING COURSES OF SIDEWALKS AND PARKING AREAS. SITE CIVIL AND CONSULTING ENGINEERING 469 TC 469.40 4. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE (MIN. 1%) AWAY FROM THE SOUTHERN MARYLAND REHOBOTH BEACH, DE G 468.90 TC 469.60 TC 469.60 TC 469.45 BUILDING. SOUTHEASTERN, PA LEHIGH VALLEY, PA TC 469.20 PHILADELPHIA, PA PROGRAM MANAGEMENT TC 469.30 PERMITTING SERVICES BALTIMORE, MD TC 469.60 TC 469.15 G 468.80 469 5. CONTRACTOR TO REFER TO PLANS AND DETAILS TO ENSURE PROPER CURB CONSTRUCTION (SPILL/CATCH, GUTTER SIZE, CURB HEIGHT, ETC.) TC 468.95 STM 468 G 468.45 EX-1 467 TC 468.75 6. DRAINAGE DIVIDES ARE PROVIDED ON SHEET PS-1.1. 468 G 468.50 469 UPSTATE NEW YORK 46 NEW YORK METRO TC 469.00 8 467 TC 468.00 TC 467.62 NEW ENGLAND NEW YORK, NY NEW JERSEY BOSTON, MA SUSTAINABLE DESIGN G 466.42 G 467.95 LAND SURVEYING TC 466.38 RIDGE TC 466.22 G 466.75 NOTICE: G 466.32 G 467.09 PRIOR TO EXCAVATION AND INSTALLATION OF ANY UNDERGROUND UTILITY, STORM DRAINAGE FACILITIES, GRADING G G 467.04 466.65 G 467.10 STM AND PAVING, AND OTHER RELATED CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL CONTACT THE LOCAL UTILITY EX-2 LOCATING COMPANY. THE CONTRACTOR SHALL ALSO BE REQUIRED TO COORDINATE DIRECTLY (AS NECESSARY) WITH TC/G 467.13 468 EACH APPLICABLE UTILITY AGENCY FOR APPROPRIATE FIELD LOCATION MARKING. THE CONTRACTOR SHALL BE 46 RESPONSIBLE TO ASSURE THAT ALL EXISTING UTILITIES HAVE BEEN LOCATED AND MARKED TO PERFORM THE WORK IN 7 RIM 466.90 A SAFE MANNER WITHOUT DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY THE LOCATION, DIAMETER, PIPE MATERIAL AND ELEVATION OF EXISTING UTILITIES AND STRUCTURES, AS APPLICABLE, PRIOR TO CONSTRUCTION. 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 TC/G 465.30 TC 467.86 Fax: (540) 349-0321 TC 468.30 TC 467.65 VA@ BohlerEng.com 468 467 STORE W 2:1 S40°33'09"W 188.24' 3:1 465 TC 467.96 TC 467.86 MATCH EX. TC 467.67 #4332 BARRACKS ROAD W S40°32'41"W 167.08' SHOPPING CENTER 1000 EMMET STREET N W CHARLOTTESVILLE, VA EMMET STREET - US RTE. 29 SHEET TITLE W GRADING AND DRAINAGE W 20 10 5 0 20 PLAN 1"= 20' DWG EDITION SS 0 W Job No. : V176502 Store : #4332 Date : 1/8/2020 Drawn By : JOC Checked By : RTY Sheet C-3.0 H:\17\V176502\DRAWINGS\PLAN SETS\V176502-SS0-1.DWG PRINTED BY: JNICE 6.15.20 @ 6:00 PM LAST SAVED BY: JNICE VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL PRACTICES NO. TITLE KEY SYMBOL E SAF E E E E E 3.01 SAFETY FENCE (CHAIN LINK) SAF R=20.00' STM E Δ=090°00'00" EX-4 TEMPORARY STONE L=31.42' IP PROP. CHAIN LINK 3.02 CONSTRUCTION ENTRANCE CE CE CHB=N06°12'29"W ENTRANCE GATE E CHD=28.28' SF N38°47'31"E 147.00' SAF SAF LOD X LOD X LOD LOD X LOD LOD LOD LOD LOD D LOD X LOD X LOD KNOW WHAT'S BELOW SF X X LOD LO X X X X X 3.05 SILT FENCE LO X LOD ALWAYS CALL 811 D TS SF CE X LOD BEFORE YOU DIG EX-3 OD X LOD L E It's fast. It's free. It's the law. DC XLOW TS OD LOD L AREA: 0.14 AC 3.07 STORM DRAIN INLET PROTECTION IP Revisions: LOD C: 0.90 E DC Mark Date By LOW LOW 4/2/2020 RTY LOD X X TP TS TS 1 LOD 3.31 TEMPORARY SEEDING DRIVE THRU E LOW LOW LOD X X Mark Date By LOD TREE PRESERVATION E 3.38 AND PROTECTION TP TP TP 2 6/15/2020 RTY E LOW LOW LOD X DC X G PROP. VEHICLE WISE STREET LOD E WASHOUT 3.39 DUST CONTROL DC DC E STM Mark Date By LOW TP IP EX-3 LOW LOD X X G LOD E E EX-1 LOW LOW LOD X TP S51°12'29"E 211.91' X G LOD E AREA: 0.45 AC N51°12'29"W 186.80' C: 0.95 E LOW LOW LOD X X G TP EROSION NOTES: LOD E E E 1. CONTRACTOR TO REPAIR AND/OR REPLACE ANY ASPHALT DAMAGE DURING LOW CONSTRUCTION. RYAN YAUGER LOW LOD X E X G 2. WHEN DEMOLISHING AREA TO CONSTRUCT NEW CONCRETE, CONTRACTOR TO Lic. No.0402056625 LOD E ENSURE FRESH STONE AND CONCRETE IS PLACED IMMEDIATELY FOLLOWING DC REMOVAL OF EXISTING CONCRETE/ASPHALT. E TP 6/15/2020 LOW E 3. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM LOW TRUCKS AND/OR OTHER EQUIPMENT PRIOR TO ENTERING THE PUBLIC LOD RIGHT-OF-WAY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLEAR THE X G STREETS AND TAKE WHATEVER MEASURES NECESSARY TO ENSURE THAT THE LOD E STREETS ARE MAINTAINED IN A CLEAN AND DUST-FREE CONDITION AT ALL TIMES. TRANSPORTATION SERVICES LANDSCAPE ARCHITECTURE E E STM 4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ADHERE TO REQUESTS LOW NORTHERN VIRGINIA EX-1 FROM THE CITY'S EROSION & SEDIMENT INSPECTOR TO ADD OR MODIFY TM EX-2 CENTRAL VIRGINIA LOW EROSION & SEDIMENT MEASURES DURING CONSTRUCTION. XLOD SOUTH FLORIDA CHARLOTTE, NC X G E RALEIGH, NC TPDC LOD E TAMPA, FL LOD LOD IP LOD E AREA: 0.50 AC X C: 0.90 SITE CIVIL AND CONSULTING ENGINEERING LOD XLOD G E LOD LOD SOUTHERN MARYLAND REHOBOTH BEACH, DE E X SOUTHEASTERN, PA LEHIGH VALLEY, PA PHILADELPHIA, PA LOD PROGRAM MANAGEMENT LOD LOD PERMITTING SERVICES BALTIMORE, MD TS STM XLOD E E G EX-2 LOW DC LOD LOW PROP. 10' SILT FENCE X BREAKE PER DETAIL IP UPSTATE NEW YORK ON SHEET C-3.4 E LOW LOW LOW NEW YORK METRO LOD E G NEW ENGLAND NEW YORK, NY LOD E NEW JERSEY BOSTON, MA X SUSTAINABLE DESIGN E E LOD LAND SURVEYING S40°33'09"W 188.24' SAF G X X X X SF LOD LOD X LOD LOD LOD LOD LOD X LOD TS LOD X X X X SF D X S40°32'41"W 167.08' LOD LOD LOD LO X X SAF G LOD LOD LOD 28 BLACKWELL PARK LANE, SUITE 201 LOD WARRENTON, VIRGINIA 20186 LOD Phone: (540) 349-4500 Fax: (540) 349-0321 G LOD VA@ BohlerEng.com EMMET STREET - US RTE. 29 STORE LOD #4332 LODG G G G G G G G BARRACKS ROAD LOD SHOPPING CENTER LOD 1000 EMMET STREET N CHARLOTTESVILLE, VA LOD LOD W W LOD W W SHEET TITLE EROSION AND 20 10 5 0 20 SEDIMENT CONTROL PLAN PHASE I 1"= 20' DWG EDITION OA0 Job No. : V176502 Store : #4332 Date : 1/8/2020 Drawn By : JOC Checked By : RTY Sheet C-3.1 H:\17\V176502\DRAWINGS\PLAN SETS\V176502-OA0-1.DWG PRINTED BY: JNICE 6.15.20 @ 6:00 PM LAST SAVED BY: JNICE VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL PRACTICES NO. TITLE KEY SYMBOL E SAF SAF EX-4 E E 3.01 SAFETY FENCE (CHAIN LINK) E E E R=20.00' STM E Δ=090°00'00" EX-4 AREA: 0.08 AC C: 0.85 TEMPORARY STONE L=31.42' IP PROP. CHAIN LINK 3.02 CONSTRUCTION ENTRANCE CE CE CHB=N06°12'29"W ENTRANCE GATE E CHD=28.28' SF N38°47'31"E 147.00' SAF SAF LOD LOD LOD X X 471 X X LOD X LOD LOD LOD LOD LOD D LOD LOD LOD KNOW WHAT'S BELOW SF X X LOD LO X X X X X 3.05 SILT FENCE LO X 470 LOD ALWAYS CALL 811 D SF CE X LOD PS OD BEFORE YOU DIG X PS LOD A-2 L E It's fast. It's free. It's the law. DC XLOW OD LOD L 3.07 STORM DRAIN INLET PROTECTION IP Revisions: LOD AREA: 0.26 AC 469 469 C/ C/O C/ C/O C: 0.90 E DC Mark Date By O O LOW LOW C/ 4/2/2020 RTY LOD X O G G X TP PS PS 1 LOD IP 3.32 PERMANENT SEEDING WL WL CO5 CO4 47WL 0 E ET ET ET CO3 LOW C/ LODCC/OX C/ LOW G O /O O A EX-3 X Mark Date By C/ LOD TREE PRESERVATION E 469 PS 3.38 TP TP O AND PROTECTION WL TP 2 6/15/2020 RTY E TE CO2 AREA: 0.08 AC LOW LOW C: 0.90 LOD X DC X G PROP. VEHICLE WISE STREET LOD E SL 3.39 DUST CONTROL DC DC WL WASHOUT E TE STM Mark Date By LOW TP IP EX-3 LOW A LOD X X G LOD E SL WL C/ E TE O PS LOW LOW LOD X TP S51°12'29"E 211.91' X G CO1 LOD E EX-1 WL N51°12'29"W 186.80' E TE LOW C/ LOW LOD X O AREA: 0.59 AC X G TP EROSION NOTES: LOD E E C: 0.90 46WL 9 C/ CC/O C/ E TE 1. CONTRACTOR TO REPAIR AND/OR REPLACE ANY ASPHALT DAMAGE DURING O /O O LOW CONSTRUCTION. RYAN YAUGER LOW LOD X E X G 2. WHEN DEMOLISHING AREA TO CONSTRUCT NEW CONCRETE, CONTRACTOR TO Lic. No.0402056625 LOD E ENSURE FRESH STONE AND CONCRETE IS PLACED IMMEDIATELY FOLLOWING DC A WL REMOVAL OF EXISTING CONCRETE/ASPHALT. 469 E TE W TP L 6/15/2020 LOW E 3. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM LOW TRUCKS AND/OR OTHER EQUIPMENT PRIOR TO ENTERING THE PUBLIC LOD RIGHT-OF-WAY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLEAR THE X G STREETS AND TAKE WHATEVER MEASURES NECESSARY TO ENSURE THAT THE LOD E 469 STREETS ARE MAINTAINED IN A CLEAN AND DUST-FREE CONDITION AT ALL TIMES. WL TRANSPORTATION SERVICES LANDSCAPE ARCHITECTURE ET E PS E WL 468 STM 4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ADHERE TO REQUESTS 467 LOW NORTHERN VIRGINIA EX-1 FROM THE CITY'S EROSION & SEDIMENT INSPECTOR TO ADD OR MODIFY TM CENTRAL VIRGINIA LOW EROSION & SEDIMENT MEASURES DURING CONSTRUCTION. XLOD SOUTH FLORIDA CHARLOTTE, NC X G ET E RALEIGH, NC 468 TPDC LOD 469 E EX-2 TAMPA, FL 46 WL LOD LOD IP LOD 467 8 E WL X ET SITE CIVIL AND CONSULTING ENGINEERING LOD AREA: 0.14 AC XLOD A PS G E LOD C: 0.90 LOD SOUTHERN MARYLAND REHOBOTH BEACH, DE E A X WL SOUTHEASTERN, PA LEHIGH VALLEY, PA ET PHILADELPHIA, PA WL LOD PROGRAM MANAGEMENT LOD LOD PERMITTING SERVICES BALTIMORE, MD STM XLOD E E G WL EX-2 LOW WL WL WL DC LOD LOW PROP. 10' SILT FENCE 468 TE X WL W 46 L BREAKE PER DETAIL 7 IP UPSTATE NEW YORK ON SHEET C-3.4 E LOW LOW LOW NEW YORK METRO LOD E G WL NEW ENGLAND NEW YORK, NY LOD E NEW JERSEY BOSTON, MA PS TE X WL SUSTAINABLE DESIGN E E 468 LOD LAND SURVEYING S40°33'09"W 188.24' SAF 465 467 G X X X X SF LOD LOD PS X LOD LOD LOD LOD LOD TE X WL LOD LOD X X X X SF D X S40°32'41"W 167.08' LOD LOD LOD LO X X SAF G LOD LOD T E WL LOD 28 BLACKWELL PARK LANE, SUITE 201 LOD WARRENTON, VIRGINIA 20186 LOD Phone: (540) 349-4500 Fax: (540) 349-0321 G LOD VA@ BohlerEng.com STORE WL EMMET STREET - US RTE. 29 LOD #4332 LODG G G BARRACKS ROAD WL G G G G G LOD SHOPPING CENTER LOD 20 10 5 0 20 1000 EMMET STREET N 1"= 20' CHARLOTTESVILLE, VA SHEET TITLE EROSION AND SEDIMENT CONTROL PLAN PHASE II DWG EDITION OB0 Job No. : V176502 Store : #4332 Date : 1/8/2020 Drawn By : JOC Checked By : RTY Sheet C-3.2 H:\17\V176502\DRAWINGS\PLAN SETS\V176502-OB0-1.DWG PRINTED BY: JNICE 6.15.20 @ 6:01 PM LAST SAVED BY: JNICE EROSION AND SEDIMENT CONTROL NARRATIVE: EROSION AND SEDIMENT CONTROL NOTES ANALYSES AT THE OUTFALL OF THE PIPE OR PIPE SYSTEM SHALL BE PERFORMED. PROJECT DESCRIPTION: MINIMUM STANDARDS: B. ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED IN THE FOLLOWING MANNER: THIS PROPERTY IS LOCATED AT 1000 EMMET STREET NORTH, CHARLOTTESVILLE, VIRGINIA. THE PURPOSE OF THIS MS-1: PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) (1) THE APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE AREA TO THE POINT OF PROJECT IS TO CONSTRUCT A ±4,588 SF BUILDING, DRIVE THRU CANOPIES, MINOR ADJUSTMENTS TO THE PARKING DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE ANALYSIS WITHIN THE CHANNEL IS ONE HUNDRED TIMES GREATER THAN THE CONTRIBUTING DRAINAGE LOT, AND UTILITY RECONFIGURATION. THE TOTAL AREA OF SOIL DISTURBANCE IS ±0.80AC. APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN AREA OF THE PROJECT IN QUESTION; OR DORMANT (UNDISTURBED) FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS (2) (A) NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TWO (2) YEAR STORM TO VERIFY EXISTING SITE CONDITIONS: THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE (1) YEAR. THAT STORMWATER WILL NOT OVERTOP CHANNEL BANKS NOR CAUSE EROSION OF CHANNEL BED OR THE EXISTING 0.80 ACRE SITE IS CURRENTLY A RESTAURANT, DRIVE THRU AND PARKING LOT. TREE PROTECTION, BANKS; AND INLET AND OUTLET PROTECTION WILL SERVE AS PERIMETER CONTROLS TO PROTECT THE EXISTING VEGETATION R-1: TEMPORARY SOIL STABILIZATION WILL BE APPLIED TO NEWLY GRADED AND DENUDED AREAS THAT WILL (B) ALL PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS SHALL BE ANALYZED BY THE USE OF OUTSIDE THE LIMITS OF CLEARING AND TO PREVENT SEDIMENT FROM EXITING THE SITE. THE SLOPES ON THE SITE REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 7 DAYS. PERMANENT STABILIZATION WILL BE APPLIED A TEN (10) YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP ITS BANKS BY THE USE ARE BETWEEN 0.14% AND 34.86%, AND GENERALLY DRAIN TO THE SOUTHEAST OF THE SITE INTO AN EXISTING WITHIN 14 DAYS TO DENUDED AREAS WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED FOR LONGER OF A TWO (2) YEAR STORM TO DEMONSTRATE THAT STORMWATER WILL NOT CAUSE EROSION OF STORM SYSTEM. THAN 14 DAYS. CHANNEL BED OR BANKS; AND PIPES AND STORM SEWER SYSTEMS SHALL BE ANALYZED BY THE ADJACENT PROPERTY: USE OF A TEN (10) YEAR STORM TO VERIFY THAT STORMWATER WILL BE CONTAINED WITHIN THE MS-2: DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PIPE OR SYSTEM. THIS PROPERTY IS BORDERED ALONG THE NORTHWEST TO NORTHEAST BY PARKING LOTS ASSOCIATED WITH THE PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT RESPONSIBLE FOR THE TEMPORARY BARRACKS ROAD SHOPPING CENTER, TO THE SOUTHWEST BY ZOES KITCHEN, AND TO THE SOUTHEAST BY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND C. IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS OR UNIVERSITY OF VIRGINIA'S FINANCIAL AID OFFICE. SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. PIPES ARE NOT ADEQUATE, THE APPLICANT SHALL: OFF-SITE AREAS: (1) IMPROVE THE CHANNEL TO A CONDITION WHERE A TEN (10) YEAR STORM WILL NOT OVERTOP THE BANKS AND A TWO (2) YEAR STORM WILL NOT CAUSE EROSION TO THE CHANNEL BED OR BANKS; OR NO OFFSITE AREAS REQUIRED FOR EXPORT OF MATERIALS ARE ANTICIPATED WITH THE PROJECT. IF EXCAVATED R-2: NOT APPLICABLE. MATERIAL IS GENERATED, IT SHALL BE DISPOSED OF IN A LAWFUL MANNER AND THE CONTRACTOR SHALL (2) IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE TEN (10) YEAR STORM IS COORDINATE THE HAUL ROUTE WITH THE CHESTERFIELD COUNTY CIVIL INSPECTOR. ANY OFFSITE AREAS SHALL BE CONTAINED WITHIN THE APPURTENANCES; OR MS-3: A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE STABILIZED. APPROVED AND PERMITTED BY CHESTERFIELD COUNTY PRIOR TO USE. (3) DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THE PRE-DEVELOPMENT PEAK RUNOFF RATE FROM A PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE, AND WILL INHIBIT EROSION. TWO (2) YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A NATURAL CHANNEL OR WILL NOT SOILS: CAUSE THE PRE-DEVELOPMENT PEAK RUNOFF RATE FROM A TEN (10) YEAR STORM TO INCREASE WHEN PER NRCS SOILS INFORMATION, THE SOIL FOUND ON-SITE IS 91 (URBAN LAND). RUNOFF OUTFALLS INTO A MAN-MADE CHANNEL; OR R-3: PERMANENT VEGETATION WILL BE PROVIDED FOR ALL DENUDED AREAS. (4) PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION OR OTHER CRITICAL AREAS: MEASURE WHICH IS SATISFACTORY TO THE PLAN-APPROVING AUTHORITY TO PREVENT DOWNSTREAM NO KNOWN CRITICAL AREAS SUCH AS STEEP SLOPES, CHANNELS, OR UNDERGROUND SPRINGS HAVE BEEN MS-4: SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO EROSION. IDENTIFIED WITHIN THE PROPOSED LIMITS OF DISTURBANCE. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND-DISTURBING ACTIVITY AND SHALL BE MADE D. THE APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TO MAKE THE IMPROVEMENTS. THE APPROPRIATE SAFETY MEASURES AND EROSION CONTROLS DURING THE CONSTRUCTION ACTIVITIES. FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. KNOW WHAT'S BELOW E. ALL HYDROLOGIC ANALYSES SHALL BE BASED ON THE EXISTING WATERSHED CHARACTERISTICS AND THE EROSION AND SEDIMENT CONTROL MEASURES: ULTIMATE DEVELOPMENT OF THE SUBJECT PROJECT. ALWAYS CALL 811 R-4: INLET PROTECTION IS PROPOSED AT EXISTING INLETS NEAR DISTURBED AREAS AND WILL BE FUNCTIONAL F. IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION HE SHALL OBTAIN BEFORE YOU DIG UNLESS OTHERWISE NOTED ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES BEFORE UPSLOPE LAND DISTURBANCE COMMENCES. APPROVAL FROM THE LOCALITY OF A PLAN FOR MAINTENANCE OF THE DETENTION FACILITIES. THE PLAN It's fast. It's free. It's the law. SHALL BE CONSTRUCTED AND MAINTAINED, ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE SHALL SET FORTH THE MAINTENANCE REQUIREMENTS OF THE FACILITY AND THE PERSON RESPONSIBLE FOR VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH). THE MINIMUM STANDARDS OF THE VESCH SHALL PERFORMING THE MAINTENANCE. BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE. MS-5: STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES, AND SPECIFIC EROSION AND SEDIMENT MEASURES UTILIZED IN THIS PROJECT INCLUDE THE FOLLOW: DIVERSIONS IMMEDIATELY AFTER INSTALLATION. G. OUTFALL FROM A DETENTION FACILITY SHALL BE DISCHARGED TO A RECEIVING CHANNEL, AND ENERGY DISSIPATERS SHALL BE PLACED AT THE OUTFALL OF ALL DETENTION FACILITIES AS NECESSARY TO PROVIDE A Revisions: 1. SAFETY FENCE - 3.01 - A PROTECTIVE BARRIER INSTALLED TO PREVENT ACCESS TO AN EROSION AND R-5: NOT APPLICABLE. THERE ARE NO PROPOSED EARTHEN STRUCTURES. STABILIZED TRANSITION FROM THE FACILITY TO THE RECEIVING CHANNEL. Mark Date By H. ALL ON-SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE. 2. CONTROL MEASURE. TEMPORARY STONE CONSTRUCTION ENTRANCE - 3.02 - A STABILIZED STONE PAD WITH A FILTER FABRIC I. INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR SEDIMENTATION ON ADJACENT 1 4/2/2020 RTY MS-6: SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL PROPERTY SHALL BE DIVERTED TO A STABLE OUTLET, ADEQUATE CHANNEL, PIPE OR PIPE SYSTEM, OR TO A UNDERLINER LOCATED AT POINTS OF VEHICULAR INGRESS AND EGRESS ON A CONSTRUCTION LINE. DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. DETENTION FACILITY. 3. SILT FENCE - 3.05 - A TEMPORARY SEDIMENT BARRIER CONSISTING OF SYNTHETIC FILTER FABRIC STRETCHED A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF J. IN APPLYING THESE STORMWATER RUNOFF CRITERIA, INDIVIDUAL LOTS OR PARCELS IN A RESIDENTIAL, ACROSS AND ATTACHED TO SUPPORTING POSTS AND ENTRENCHED. DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE (3) ACRES. COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL NOT BE CONSIDERED TO BE SEPARATE DEVELOPMENT PROJECTS. INSTEAD, THE DEVELOPMENT, AS A WHOLE, SHALL BE CONSIDERED TO BE A SINGLE DEVELOPMENT 4. STORM INLET PROTECTION - 3.07 - A SEDIMENT FILTER OR AN EXCAVATED IMPOUNDING AREA AROUND A STORM DRAIN DROP INLET OR CURB INLET. B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE (3) ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM PROJECT. HYDROLOGIC PARAMETERS THAT REFLECT THE ULTIMATE DEVELOPMENT CONDITION SHALL BE USED IN ALL ENGINEERING CALCULATIONS. Mark Date By 2 6/15/2020 RTY STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A K. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER 5. TEMPORARY SEEDING - 3.31 - THE ESTABLISHMENT OF TEMPORARY VEGETATIVE COVER ON DISTURBED AREAS TWENTY-FIVE YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND BIOLOGICAL INTEGRITY OF RIVERS, STREAMS BY SEEDING WITH APPROPRIATE RAPIDLY GROWING ANNUAL PLANTS. SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE AND OTHER WATERS OF THE STATE. 6. PERMANENT SEEDING - 3.32 - ESTABLISHMENT OF PERENNIAL VEGETATIVE COVER ON DISTURBED ARES BY SEDIMENT BASIN IS UTILIZED. L. ANY PLAN APPROVED PRIOR TO JULY 1, 2014, THAT PROVIDES FOR STORMWATER MANAGEMENT THAT PLANTING SEED TO REDUCE EROSION AND DECREASE SEDIMENT YIELD, IMPROVED WILDLIFE HABITAT, ADDRESSES ANY FLOW ENHANCE NATURAL BEAUTY AND TO PERMANENTLY STABILIZE DISTURBED AREAS IN A MANNER THAT IS ECONOMICAL, ADAPTABLE TO SITE CONDITIONS, AND ALLOWS SELECTION OF THE MOST APPROPRIATE PLANT R-6: NOT APPLICABLE. THERE ARE NO PROPOSED SEDIMENT TRAPS. RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS SHALL SATISFY THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS IF THE Mark Date By MATERIALS. PRACTICES ARE DESIGNED TO MS-7: CUT AND FILL SLOPES SHALL BE ASSIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. 7. MULCHING - 3.35 - APPLICATION OF PLANT RESIDUES OR OTHER SUITABLE MATERIALS TO THE SOIL SURFACE. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE (1) YEAR OF PERMANENT STABILIZATION SHALL I. DETAIN THE WATER QUALITY VOLUME AND TO RELEASE IT OVER 48 HOURS; BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. II. DETAIN AND RELEASE OVER A 24-HOUR PERIOD THE EXPECTED RAINFALL RESULTING FROM THE ONE 8. SOIL STABILIZATION BLANKETS & MATTING - 3.36 - THE INSTALLATION OF A PROTECTIVE COVERING (BLANKET) YEAR, 24- HOUR OR A SOIL STABILIZATION MAT ON A PREPARED PLANTING AREA OF A STEEP SLOPE, CHANNEL OR SHORELINE. R-7: NOT APPLICABLE. THERE ARE NO CUT OR FILL SLOPES PROPOSED WITH THESE IMPROVEMENTS. STORM; AND 9. TREE PROTECTION - 3.38 - PROTECTION OF DESIRABLE TREES FROM MECHANICAL AND OTHER INJURY DURING III. REDUCE THE ALLOWABLE PEAK FLOW RATE RESULTING FROM THE 1.5, 2, AND 10-YEAR, 24-HOUR LAND DISTURBING AND CONSTRUCTION ACTIVITY. STORMS TO A LEVEL THAT MS-8: CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN 10. DUST CONTROL - 3.39 - REDUCING SURFACE AND AIR MOVEMENT OF DUST DURING LAND DISTURBING, ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. IS LESS THAN OR EQUAL TO THE PEAK FLOW RATE FROM THE SITE ASSUMING IT WAS IN A GOOD DEMOLITION AND CONSTRUCTION ACTIVITIES. FORESTED CONDITION, ACHIEVED THROUGH MULTIPLICATION OF THE FORESTED PEAK FLOW RATE BY A REDUCTION FACTOR THAT IS EQUAL TO THE RUNOFF VOLUME FROM THE SITE WHEN IT WAS IN A SEQUENCE OF CONSTRUCTION: R-8: CONCENTRATED RUN-OFF IS NOT EXPECTED DURING CONSTRUCTION, ANY CONCENTRATED RUN-OFF GOOD FORESTED CONDITION DIVIDED BY THE RUNOFF VOLUME FROM THE SITE IN ITS PROPOSED ENCOUNTERED DURING CONSTRUCTION WILL BE CONTAINED WITHIN AN ADEQUATE, CHANNEL, FLUME OR SLOPE CONDITION, AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS PHASE I DRAIN. FOR NATURAL OR MAN-MADE CHANNELS AS DEFINED IN ANY REGULATIONS PROMULGATED PURSUANT 1. THE OWNER SHALL CONTACT THE CITY INSPECTOR AND GIVE A 48 HOUR NOTIFICATION, PRIOR TO ANY EARTH TO § 10.1-562 OR 10.1-570 OF THE ACT. RYAN YAUGER DISTURBANCE, TO SCHEDULE AN ON-SITE PRE-CONSTRUCTION MEETING FOR THE ISSUANCE OF A LAND MS-9: WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE M. FOR PLANS APPROVED ON AND AFTER JULY 1, 2014, THE FLOW RATE CAPACITY AND VELOCITY DISTURBANCE PERMIT. PROVIDED. REQUIREMENTS OF § 10.1-561 A Lic. No.0402056625 2. A CERTIFIED RESPONSIBLE LAND DISTURBER MUST ATTEND THE PRE-CONSTRUCTION MEETING. OF THE ACT AND THIS SUBSECTION SHALL BE SATISFIED BY COMPLIANCE WITH WATER QUANTITY R-9: IT IS NOT ANTICIPATED HOWEVER, CONTRACTOR SHALL ENSURE ADEQUATE MEASURES ARE PROVIDED REQUIREMENTS IN THE STORMWATER MANAGEMENT ACT (§ 10.1-603.2 ET SEQ. OF THE CODE OF VIRGINIA) AND 6/15/2020 3. INSTALL INLET PROTECTION ON EXISTING INLETS. SHOULD THIS CONDITION ARISE. ATTENDANT REGULATIONS, UNLESS SUCH LAND DISTURBING ACTIVITIES ARE IN ACCORDANCE WITH 4VAC50-60-48 OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) PERMIT REGULATIONS. 4. INSTALL TREE PROTECTION AS NECESSARY. N. COMPLIANCE WITH THE WATER QUANTITY MINIMUM STANDARDS SET OUT IN 4VAC50-60-66 OF THE VIRGINIA TRANSPORTATION SERVICES LANDSCAPE ARCHITECTURE MS-10: ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO STORMWATER 5. INSTALL PERIMETER CONTROLS AS SHOWN BY TEH EROSION AND SEDIMENT CONTROL PLAN. THAT SEDIMENT-LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR NORTHERN VIRGINIA OTHERWISE TREATED TO REMOVE SEDIMENT. MANAGEMENT PROGRAM (VSMP) PERMIT REGULATIONS SHALL BE DEEMED TO SATISFY THE REQUIREMENTS TM CENTRAL VIRGINIA PHASE II OF MINIMUM SOUTH FLORIDA CHARLOTTE, NC 1. TEMPORARILY STABILIZE, THROUGHOUT CONSTRUCTION IMMEDIATELY FOLLOWING THE COMPLETION OF THE RALEIGH, NC STANDARD 19. R-10: INLET PROTECTION IS PROPOSED TO PREVENT UNFILTERED WATER FROM ENTERING THE CONVEYANCE TAMPA, FL MOST RECENT LAND DISTURBING/GRADING ACTIVITY, ANY DISTURBED AREAS, INCLUDING MATERIAL STOCKPILES THAT ARE SCHEDULED OR LIKELY TO REMAIN INACTIVE FOR 7 DAYS OR MORE. SYSTEM. R-19: SEE SHEET PS-1.1 STORMWATER COMPUTATIONS & NARRATIVE. SITE CIVIL AND CONSULTING ENGINEERING 2. BEGIN REMOVING THE EXISTING PAVEMENT, CURB AND SURROUNDING DISTURBED AREAS. MS-11: BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, 3. BEGIN GRADING THE DISTURBED AREAS AND PREPARING SUBGRADES AND SOIL IMPROVEMENTS. ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE SOUTHERN MARYLAND REHOBOTH BEACH, DE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. SOUTHEASTERN, PA LEHIGH VALLEY, PA 4. INSTALL UTILITIES AS SHOWN ON THE UTILITY PLAN. PHILADELPHIA, PA PROGRAM MANAGEMENT PERMITTING SERVICES BALTIMORE, MD 5. START CONSTRUCTION OF CURB AND GUTTER, PARKING LOT ISLANDS, AND SIDEWALK. R-11: INLET PROTECTION IS PROPOSED ON NEWLY CONSTRUCTED STORM PIPES TO PREVENT UNFILTERED WATER FROM ENTERING THE CONVEYANCE SYSTEM. 6. PREPARE SITE FOR PAVING. 7. PAVE SITE IN NECESSARY AREAS. MS-12: WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT 8. INSTALL APPROPRIATE PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES. POSSIBLE DURING CONSTRUCTION. NON-ERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF UPSTATE NEW YORK NEW YORK METRO 9. PERMANENTLY STABILIZED AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NEW ENGLAND NEW YORK, NY NON-ERODIBLE COVER MATERIALS. NEW JERSEY BOSTON, MA 10. COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS, IF NECESSARY. SUSTAINABLE DESIGN LAND SURVEYING 11. INSTALL LANDSCAPE PLANTING AS SHOWN IN THE LANDSCAPE PLAN. R-12: NOT APPLICABLE. THE PROPOSED WORK DOES NOT CROSS A LIVE WATERCOURSE. 12. OBTAIN CONCURRENCE FROM THE CITY INSPECTOR THAT THE SITE HAS BEEN FULLY STABILIZED AND ALL CONSTRUCTION HAS BEEN COMPLETED, THEN: MS-13: WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN A SIX (6) MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NON-ERODIBLE MATERIALS SHALL A. WITHIN 30 DAYS REMOVE ALL REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES. BE PROVIDED. B. REMOVE ALL TEMPORARY CONSTRUCTION EQUIPMENT, CONSTRUCTION MATERIALS AND DEBRIS R-13: NOT APPLICABLE. THE PROPOSED WORK DOES NOT CROSS A LIVE WATERCOURSE. FROM THE SITE. C. STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF TEMPORARY MEASURES. 28 BLACKWELL PARK LANE, SUITE 201 MS-14: ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE NOTE: THE CONTRACTOR SHALL CONTRACT WITH A GEOTECHNICAL ENGINEER FOR SPECIFIC CONSTRUCTION WATERCOURSES SHALL BE MET. WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 RECOMMENDATIONS REGARDING MATERIALS AND TESTING. Fax: (540) 349-0321 MAINTENANCE PROGRAM: R-14: NOT APPLICABLE. THE PROPOSED WORK DOES NOT CROSS A LIVE WATERCOURSE. VA@ BohlerEng.com 1. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED. MS-15: THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE STORE #4332 WATERCOURSE IS COMPLETED. 2. STORM DRAIN INLET PROTECTION - THE MEASURE SHALL BE INSPECTED WEEKLY AND AFTER EVERY RAINFALL AND REPAIRS MADE AS NEEDED. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENTS SHALL BE DEPOSITED IN A SUITABLE AREA AND SUCH A MANNER THAT IT WILL NOT R-15: NOT APPLICABLE. THE PROPOSED WORK DOES NOT CROSS A LIVE WATERCOURSE. BARRACKS ROAD ERODE. STRUCTURES SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE REMAINING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. MS-16: UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: SHOPPING CENTER 3. 4. NO AREA SHALL BE LEFT DENUDED FOR A PERIOD LONGER THAN 7 DAYS WITHOUT CONSTRUCTION ACTIVITY. NO UNPROTECTED, UNDISTURBED AREA SHALL DRAIN TO ROADWAY PAVEMENTS SUCH THAT THE SUBBASE, A. NO MORE THAN 500 LINEAR FEET OF TRENCH SHALL BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. 1000 EMMET STREET N BASE, OR WEARING SURFACE ARE CONTAMINATED BY SILT TRAPPED AT LOW POINTS OR INLETS. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFFSITE PROPERTY. CHARLOTTESVILLE, VA 5. ADJACENT ROADWAYS AND ENTRANCES WILL BE KEPT CLEAN FROM ACCUMULATED DEBRIS AT ALL TIMES. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE PERMANENT STABILIZATION: EROSION AND PROMOTE STABILIZATION. SHEET TITLE PERMANENT STABILIZATION SHALL BE PROVIDED ONCE ALL CONSTRUCTION ACTIVITIES ARE COMPLETE. THE E. RE-STABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. SPECIFICATIONS AND DETAILS FOR THE PERMANENT STABILIZATION ARE INCLUDED ON THIS SHEET. PERMANENT F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. EROSION AND STABILIZATION INCLUDES PERMANENT SEEDING, SODDING, AND MULCHING. THE SITE CONTRACTOR SHALL USE THE STABILIZATION METHOD AS DEEMED MOST APPROPRIATE FOR EACH GIVEN PERVIOUS AREA. SEDIMENT STORMWATER RUNOFF CONSIDERATIONS: R-16: CONTRACTOR TO ENSURE THAT STANDARDS ARE MET WHEN RELOCATING UTILITIES. CONTROL NOTES SEE SHEET PS-1.1 STORMWATER COMPUTATIONS & NARRATIVE. CALCULATIONS: MS-17: WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE DWG EDITION SD0 THERE ARE NO CALCULATIONS REQUIRED FOR THE PROPOSED EROSION AND SEDIMENT CONTROLS. SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR OTHER IMPORTANT NOTES: SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT 1. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLANS SHALL BE MAINTAINED ON SITE AT ALL LOTS AS WELL AS TO LARGER LAND-DISTURBING ACTIVITIES. TIMES. 2. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS R-17: ANY AND ALL MATERIAL OR DEBRIS TRACKED ONTO A PUBLIC OR PRIVATE ROAD SURFACE WILL BE REMOVED (INCLUDING BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN THOROUGHLY AT THE END OF EACH DAY BY THE CONTRACTOR. SEDIMENT SHALL BE REMOVED FROM ROADS BY SHOVELING OR SWEEPING AND BE TRANSPORTED TO A SEDIMENT CONTROLLED DISPOSAL AREA. THE EXISTING Job No. : V176502 APPROVING AUTHORITY. ASPHALT ENTRANCE AS SPECIFIED IN THIS SITE PLAN SET WILL BE UTILIZED AS THE SITE CONSTRUCTION ENTRANCE AND WILL BE MAINTAINED IN ACCORDANCE WITH THIS STATEMENT. Store : #4332 3. THE CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF ALL EROSION CONTROL MEASURES AND INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY CHESTERFIELD COUNTY. MS-18: ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER Date : 1/8/2020 4. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED PRIOR TO OR AS THE FIRST STEP IN FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS Drawn By : JOC CLEARING AND GRADING. RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT 5. ALL AREAS TO BE PAVED MAY BE STABILIZED BY INSTALLATION OF BASE AND SUBBASE MATERIALS INSTEAD OF FURTHER EROSION AND SEDIMENTATION. Checked By : RTY TEMPORARY VEGETATION COVER. 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS AND/OR OTHER R-18: TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES WILL BE REMOVED UPON APPROVAL BY THE CITY INSPECTORS AND ANY AREA DISTURBED BY THE REMOVAL WILL BE IMMEDIATELY STABILIZED. Sheet EQUIPMENT PRIOR TO ENTERING THE PUBLIC RIGHT-OF-WAY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO C-3.3 CLEAR THE STREETS AND TAKE WHATEVER MEASURES NECESSARY TO ENSURE THAT THE STREETS ARE MAINTAINED IN A CLEAN AND DUST-FREE CONDITION AT ALL TIMES. MS-19: PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF 7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PERFORM THE WORK IN SUCH A MANNER AS TO PREVENT STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE THE WASHING OF ANY TOPSOIL OR DEBRIS ONTO ADJACENT PROPERTIES. FOLLOWING STANDARDS AND CRITERIA: A. CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE DISCHARGED DIRECTLY 8. PRIOR TO FORECAST OF A LARGE STORM EVENT, THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL INTO AN ADEQUATE NATURAL OR MAN-MADE RECEIVING CHANNEL, PIPE OR STORM SEWER SYSTEM. FOR MEASURES AND ENSURE THEY ARE FUNCTIONAL. ANY OPEN TRENCHES SHALL BE TEMPORARILY BACKFILLED. THOSE SITES WHERE RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYSTEM, DOWNSTREAM STABILITY H:\17\V176502\DRAWINGS\PLAN SETS\V176502-SD0-1.DWG PRINTED BY: JNICE 6.15.20 @ 6:01 PM LAST SAVED BY: JNICE KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. Revisions: Mark Date By 1 4/2/2020 RTY Mark Date By 2 6/15/2020 RTY Mark Date By RYAN YAUGER Lic. No.0402056625 6/15/2020 TRANSPORTATION SERVICES LANDSCAPE ARCHITECTURE NORTHERN VIRGINIA TM CENTRAL VIRGINIA SOUTH FLORIDA CHARLOTTE, NC RALEIGH, NC TAMPA, FL SITE CIVIL AND CONSULTING ENGINEERING SOUTHERN MARYLAND REHOBOTH BEACH, DE SOUTHEASTERN, PA LEHIGH VALLEY, PA PHILADELPHIA, PA PROGRAM MANAGEMENT PERMITTING SERVICES BALTIMORE, MD UPSTATE NEW YORK NEW YORK METRO NEW ENGLAND NEW YORK, NY NEW JERSEY BOSTON, MA SUSTAINABLE DESIGN LAND SURVEYING 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@ BohlerEng.com STORE #4332 BARRACKS ROAD SHOPPING CENTER 1000 EMMET STREET N CHARLOTTESVILLE, VA SHEET TITLE EROSION AND SEDIMENT CONTROL DETAILS DWG EDITION SD0 Job No. : V176502 Store : #4332 Date : 1/8/2020 K Drawn By : JOC Checked By : RTY Sheet C-3.4 H:\17\V176502\DRAWINGS\PLAN SETS\V176502-SD0-1.DWG PRINTED BY: JNICE 6.15.20 @ 6:01 PM LAST SAVED BY: JNICE 3'-0" PAINT SOLID 1'-8" CIVIL TO VERIFY STATE/LOCAL 18" 10 TRUNCATED DOMES PAINTED ACCESSIBILITY 4 NOTE: 12" C-4.0 (ONLY IF REQUIRED) REQUIREMENTS AND MODIFY SYMBOL C-4.0 SIGNS SHALL BE FABRICATED USING S/F PAINT SOLID 0.08 NON-ILLUMINATED ALUMINUM WITH 2"X2" SQUARE 1'-2" LAYOUT TO MATCH SITE 1'-8" 30" VINYL COPY APPLIED TO THE FIRST TUBING 7 SIDEWALK ACCESSIBLE 24" CONCRETE 17 Circle WHITE Left 3'-0" 3'-0" SURFACE. 'REFLECTIVE' 8" C-4.0 RAMP CURB & GUTTER C-4.1 RED Building 6 ACCESSIBLE PARKING NOTE: LETTERS 4" 'REFLECTIVE' Turn 18.5" For 1'-8" 20 24" C-4.0 SIGN IN BOLLARD BOLLARD 7'-0" TO BOTTOM OF LOWEST REQUIRED SIGN COLOR VERIFY COLORS WITH LOCAL 1'-2" C-4.1 MUNICIPALITY. Drive -Thru FACE: Only STOP AWNING 3M REFLECTIVE COPY 24" Service 1'-4" 8" 4" 6" DIA. SCH. 80 STEEL 3'-0" 30" 3'R 6'-0" (#3272 RED)COLOR 7' MIN. 1'-8" PIPE BOLLARD PAINTED OSHA YELLOW FILLED 10.39' WITH CONCRETE C F CIRCLE BUILDING FOR DRIVE-THRU SIGN LEFT TURN ONLY SIGN 1'-0" 6'-0" 1'-2" 1'-0" 1'-2" WHITE 3'-0" (REFER TO SIGN PACKAGE) (REFER TO SIGN PACKAGE) 4.5' 30° 'REFLECTIVE' 3'-0" 3"x3" SQUARE COLOR 18" 1 DIRECTIONAL ARROW AN 60° ' ' ALUMINUM TUBING, DARK BRONZE COLOR 12" PAINT CONCRETE BLACK AFTER CURING AT 12" 'V 5.0 AR 5.0 TYPICAL C-4.0 ' .0 'C 9' OR AS REQUIRED BY WHITE NOT TO SCALE 9.0 AL 11 8.0 ASPHALT LOCATIONS 20.1' 4" 4" GREEN 'REFLECTIVE' 'REFLECTIVE' IC LOCAL JURISDICTION NOTES: 2 DRIVE-THRU GRAPHICS TY P 4. 0' OR LANDLORD RESERVED COLOR Right LETTERS REQUIREMENTS. 1. GENERAL CONTRACTOR SHALL REFER TO Turn 18.5" PARKING 4000 PSI 24" C-4.0 NOT TO SCALE BLUE 'REFLECTIVE' FACE: CHICK-FIL-A PARKING LOT STRIPING 5 CONCRETE 7'-0" COLOR 3M REFLECTIVE COPY SPECIFICATIONS, SEE DETAIL Only 18" C-4.0 NOTES: 2. CONTRACTOR SHALL USE WHITE 1. GENERAL CONTRACTOR SHALL REFER TO (#3272 RED)COLOR pedestrian REFLECTIVE PAINT ON ASPHALT & YELLOW CHICK-FIL-A PARKING LOT STRIPING 5 crosswalk REFLECTIVE PAINT ON CONCRETE. 60° PARKING 90° PARKING WHITE 'REFLECTIVE' SPECIFICATIONS, SEE DETAIL C-4.0 COLOR 2. CONTRACTOR SHALL USE WHITE D G KNOW WHAT'S BELOW NOTES : 1"R ALWAYS CALL 811 STOP REFLECTIVE PAINT ON ASPHALT & YELLOW PARKING LOT STRIPING SPECIFICATIONS: BLUE 'REFLECTIVE' RIGHT TURN ONLY SIGN PEDESTRIAN CROSSWALK BAR REFLECTIVE PAINT ON CONCRETE. COLOR WITH WHITE BEFORE YOU DIG 1. ACCESSIBLE PARKING AND ACCESSIBLE AISLES SHALL NOT VAN (REFER TO SIGN PACKAGE) (REFER TO SIGN PACKAGE) 2'-0" STANDARDS: 'REFLECTIVE TEXT' 6" It's fast. It's free. It's the law. EXCEED 1:50 IN SLOPE IN ANY DIRECTION. IF ONLY ONE ACCESS ACCESSIBLE 30" 1. ALWAYS FOLLOW ALL APPLICABLE GOVERNING AUTHORITY'S STANDARDS. 18" ISLE IS INSTALLED, IT IS TO BE A VAN SIZE. WHITE 'REFLECTIVE' 1" 2. SURFACES SHOULD BE CLEAN, DRY, AND FREE FROM LOOSE OR PEELING COLOR 8" DIAM. PAINT. REMOVE ALL OIL, DUST, GREASE, DIRT, AND OTHER FOREIGN BLACK Revisions: 2'-6" LENGTH VARIES 2. PARKING STALL DIMENSIONING SHALL BE IN ACCORDANCE WITH 1'-4" MATERIAL TO ENSURE ADEQUATE ADHESION. DO NOT APPLY WHEN AIR OR PENALTY SIGN WITH 'REFLECTIVE' PAINT FULL LANE APPLICABLE GOVERNING AUTHORITY'S AND ADA STANDARDS AND Mark Date By SURFACE TEMPERATURES ARE BELOW 40°F. WORDING AS REQUIRED COLOR 2'-0" IF DIFFERENT THAN THIS DETAIL SHALL BE THE DIMENSIONING WIDTH SHOWN ON THE SITE LAYOUT PLAN. 3. APPLY SHERWIN-WILLIAMS SETFAST PREMIUM ALKYD ZONE MARKING PAINT BY STATE OR LOCAL LAW ONE DO NOT 2'-0" (MIN.) A300 WHITE OR A303 YELLOW USING EITHER AIRLESS OR CONVENTIONAL LINE 8"Ø CONCRETE 4/2/2020 RTY 30" 10" WAY 24" WHITE STRIPING EQUIPMENT. USE THE FOLLOWING SETTINGS AS A GUIDE-ACTUAL BASE 1 5' 6" 3. GENERAL CONTRACTOR SHALL REFER TO CHICK-FIL-A PARKING 2"x2" SQ. TUBING 'REFLECTIVE' SETTINGS DEPEND ON ATMOSPHERIC CONDITIONS AT THE TIME OF LOT STRIPING SPECIFICATIONS. ENTER 8" LETTERING STYLE TO BE COLOR APPLICATION: 1'-10" 4" PAINTED LINE (TYP.) HELVETICA MEDIUM 3'-0" CENTER "STOP" 1'-2" 4. CONTRACTOR SHALL USE 4" WIDE WHITE REFLECTIVE PAINT FOR IN DRIVE LANE AIRLESS STRIPING ON ASPHALT PARKING LOTS. · PRESSURE 1800-2700 PSI A B 4" TYP. 14"R E H PAINTED 5. CONTRACTOR SHALL USE 4" WIDE YELLOW REFLECTIVE PAINT FOR STRIPING ON CONCRETE PARKING LOTS. · · HOSE TIP 1 3 4"-8" ID 0.015"-0.017" STOP SIGN & STANDARD ACCESSIBLE PARKING SIGN 2'-0" ONE WAY SIGN DO NOT ENTER Mark Date By MOUNTING POST (MUTCD R 7-8 AND R 7-8P5) 2 6/15/2020 RTY · FILTER 60 MESH (REFER TO SIGN PACKAGE) (REFER TO SIGN PACKAGE) 3 STOP LINE GRAPHIC 4 ACCESSIBILITY SYMBOL 6. NO WHEEL STOPS TO BE INSTALLED WHEN PARKING IS ADJACENT TO SIDEWALK. · REDUCTION ONLY IF NECESSARY, UP TO 1PT/GAL VM&P NAPTHA R1K3 (MUTCD R 1-1) (CIVIL TO VERIFY SIGN PANELS BOLLARD MOUNTED SIGN DETAIL C-4.0 C-4.0 NOT TO SCALE AND COLORS WITH STATE/LOCAL NOT TO SCALE 7. ADA SIGNS IN BOLLARDS AND BOLLARDS SHALL BE INSTALLED · CONVENTIONAL GUN BLINKS 21 (BLEEDER) OR EQUIVALENT REQUIREMENTS) 6 DIRECTIONAL SIGNAGE WHEN PARKING IS ADJACENT TO FLUSH CURB OR A RAMP. · FLUID NOZZLE #68 C-4.0 NOT TO SCALE NOTES: NOTES: · · AIR NOZZLE ATOMIZATION PRESSURE INTERNAL MIX, #709 45-80 PSI NOTE: Mark Date By 1. GENERAL CONTRACTOR SHALL REFER TO 1. GENERAL CONTRACTOR SHALL REFER TO CHICK-FIL-A 5 · FLUID PRESSURE 40-70 PSI "SIGNS PROVIDED AND INSTALLED BY CFA SIGNAGE CONTRACTOR" CHICK-FIL-A PARKING LOT STRIPING 5 PARKING LOT STRIPING SPECIFICATIONS, SEE DETAIL C-4.0 · REDUCTION ONLY IF NECESSARY, UP TO 1PT/GAL SPECIFICATIONS, SEE DETAIL C-4.0 2. CONTRACTOR SHALL USE WHITE REFLECTIVE PAINT ON 2. CONTRACTOR SHALL USE WHITE ASPHALT & YELLOW REFLECTIVE PAINT ON CONCRETE, VM&P NAPTHA R1K3 REFLECTIVE PAINT ON ASPHALT & YELLOW UNLESS UPON VERIFICATION BY THE GENERAL CONTRACTOR REFLECTIVE PAINT ON CONCRETE. IT IS DETERMINED THAT LOCAL, STATE, OR ADA CODES · MIX PAINT THOROUGHLY BY BOXING, STIRRING, OR POWER AGITATION 3. IF STOP SIGN IS PROPOSED, STOP LINE DIFFER, IN WHICH CASE THESE CODES SHALL GOVERN. BEFORE USE. APPLY AT 15 MILS WET TO ACHIEVE A SPREAD RATE BOTH RAMP CURBS TO OF 400-500 LINEAL FEET OF STANDARD 4" STRIPE PER GALLON. GRAPHIC IS NOT R3EQUIRED. APPLIED AT THIS RATE AT 70 DEGREES F AND 50% RELATIVE BE PAINTED YELLOW, SEE 5 PARKING LOT STRIPING C-4.0 HUMIDITY, PAINT WILL DRY WITH NO TRAFFIC PICKUP AFTER 20 SPECIFICATION MINUTES. 2% CROSS SLOPE 4" THICK CONCRETE · GENERAL CONTRACTOR TO RE-STRIPE THE LOT 45 DAYS AFTER EXPANSION JOINT 11 MAX. NOTE: SIDEWALK SECTION 1:20 OPENING. 11 CONCRETE C-4.0 S V INSTALL 1" TOOLED RADIUS ON ALL MAX. 7' EE S ARI C-4.0 SIDEWALK MI ES RAMP EXPOSED EDGES SIMILAR AS MINIMUM 1% SLOPE N. ITE (BEYOND) SHOWN ON CURB DETAIL AWAY FROM BUILDING. WI PL DT AN H 5 STANDARD PARKING STALL PROVIDE 5' SQUARE MINIMUM CONT 6" STANDUP CURB OR CURB & GUTTER AS APPLICABLE (SEE RYAN YAUGER MAXIMUM 2% SLOPE IN RA RETAINING CURB (BEYOND) ALL DIRECTIONS AT C-4.0 NOT TO SCALE LANDING AT TOP OF RAMP FOR JOINTCTION LANDSCAPE AREA SITE PLAN) Lic. No.0402056625 CURB S LANDING. CHANGE IN DIRECTION R IE 6" CONCRETE FLUSH WITH 6" N VA LA H) CONCRETE 4" PAVEMENT 6/15/2020 12 H T E DT P MP 11 A 6" 1 RA EXPANSION ID SIT WI C-4.0 JOINT W E . E IN TRANSPORTATION SERVICES LANDSCAPE ARCHITECTURE S 'M (4 NORTHERN VIRGINIA AN PL TM CENTRAL VIRGINIA ITE SOUTH FLORIDA CHARLOTTE, NC SUBGRADE COMPACTED AS SPECIFIED 1:1 ES . LIGHT BROOM FINISH CONT DO 2 MAX RALEIGH, NC IN GEOTECHNICAL REPORT SE IN RA S, 5' M JOIN CTION NO . T E SLOP TAMPA, FL 4" AGGREGATE ARIE MONOLITHIC CONCRETE T XCE E BASE COURSE V ACCESSIBLE RAMP (3000 PSI) ED "4 SITE CIVIL AND CONSULTING ENGINEERING A GUTTER SLOPE SHALL NOT SECTION A-A EXCEED 5% AT LANDING AREA 12 1 SOUTHERN MARYLAND REHOBOTH BEACH, DE MP SOUTHEASTERN, PA LEHIGH VALLEY, PA RA PHILADELPHIA, PA PROGRAM MANAGEMENT PERMITTING SERVICES BALTIMORE, MD "4 4" TRUNCATED DOMES 10 X. IN. 6" (ONLY IF REQUIRED) C-4.0 0 MA G M 1:2 DIN X. RS LIGHT BROOM FINISH TRUNCATED DOMES 10 LAN MA DOO 5 ' 2% RY T 11 EXPANSION JOINT (ONLY IF REQUIRED) C-4.0 EN 17 UPSTATE NEW YORK T 24" CONCRETE C-4.0 NEW YORK METRO "21 A CURB & GUTTER C-4.1 NEW ENGLAND NEW YORK, NY NEW JERSEY BOSTON, MA IF CHANGE IN DIRECTION OR IF BOTH RAMP CURBS TO BE SUSTAINABLE DESIGN LANDSCAPE AREA RAMP EXCEEDS 30 FEET PAINTED YELLOW, SEE PARKING 5 LAND SURVEYING LOT STRIPING SPECIFICATION C-4.0 7 SIDEWALK ACCESSIBLE RAMP C-4.0 NOT TO SCALE 9 RETURNED CURB ACCESSIBLE RAMP C-4.0 NOT TO SCALE 24.625" 8 SPACES OUT TO OUT 28 BLACKWELL PARK LANE, SUITE 201 @ 3.00" O/C NOM. WARRENTON, VIRGINIA 20186 1.2625" 1.2625" 3.00" 3.00" Phone: (540) 349-4500 Fax: (540) 349-0321 14 DOMES @ 1.670" O/C INTERNAL EMBEDMENT 1.2625" FLANGE 9 PER TILE 0.625" TYP. VA@ BohlerEng.com DETAIL-1 A SMOOTH TOOLED 1 1 2"CONTRACTION JOINT STORE #4332 FINISH AROUND 2" EXPANSION JOINT (SEE NOTE #1) ALL EDGES (TYP) (SEE NOTE #1) 14 DOMES @ 1.670" O/C 8.0' BARRACKS ROAD 0.750" TYP. SHOPPING CENTER 24.625" 8.0" SEE PLAN B B 0.1875" DIA. x 0.0625" HIGH MICRO-TEXTURE UNDERSIDE NOTES: 1000 EMMET STREET N 11 CHARLOTTESVILLE, VA SIDEWALK ELEVATIONS VARY - HOLD OF TILE EXPANSION JOINT 0.625" 0.625" 1. CURB RAMP RUNNING SLOPES SHALL NOT BE STEEPER FLUSH WITH FINISHED FLOOR AT 0.625" DIA. HOLES C-4.0 THAN 1:12 AND CROSS SLOPE SHALL BE 2% OR FLATTER. ENTRANCE WAYS. PLANTING AREAS MAY THROUGH EMBEDMENT 11 A REFLECTED PLAN EXIST BETWEEN THE BUILDING AND THE FLANGES 2. DETECTABLE WARNING SURFACES SHALL BE BACK-OF-SIDEWALK (SEE SITE PLAN). C-4.0 SHEET TITLE 1.2625" 1.2625" 1.670" TYP. EXPANSION JOINTS DO NOT APPLY TO CONSTRUCTED BY TEXTURING PRODUCTS CONFORMING 24" CONCRETE 17 SITE 0.1875" PLAN 5'-0" (TYP) SIDEWALK SECTION ADJACENT TO 0.20" TO PROWAG R304. TRANSITION SLOPES ARE NOT TO HAVE 6.5' MIN. CURB & GUTTER C-4.1 1.2625" 1.670" TYP. 1.670" TYP. 1.2625" PLANTING AREAS. (SEE SITE PLAN) DETECTABLE WARNINGS. CONTRACTOR SHALL CONFIRM LOCAL CODES ARE MET. LIGHT BROOM FINISH (PERPENDICULAR TO TRAVEL DETAILS NOTICE: ALWAYS ALIGN CURB BUILDING PATH) CONCRETE SURFACE PAVEMENT, 3. WHERE A CURB RAMP IS CONSTRUCTED WITHIN AN 1.2625" AND SIDEWALK JOINTS. SLOPE 1:50 MAX. AREA INSIDE OF TOOLED EDGE 1.375" EXISTING CURB, CURB & GUTTER AND/OR SIDEWALK, THE AS SPECIFIED IN 5" OD 0 TO CREATE PICTURE FRAME GEOTECHNICAL REPORT 37 EXISTING CURB & GUTTER SHALL BE REMOVED TO THE EFFECT BUILDING FOOTING DWG EDITION 12" 0 . URETHANE JOINT SEALING 6"x6"x6 GAUGE WELDED R NEAREST JOINT BEYOND THE CURB TRANSITIONS OR TO COMPOUND, "ZIP STRIP" OR WIRE FABRIC SEATED AND 0.1875" THE EXTENT THAT NO REMAINING SECTION OF CURB OR APPROVED EQUAL. 11 EXPANSION JOINT Ø0.90" 0.625" HOLE THROUGH SECURED ON STANDS 0.1875" DIA. VENT P. CURB & GUTTER IS LESS THAN 5' LONG. THE EXISTING 3000 PSI COMPRESSIVE C-4.0 EMBEDMENT FLANGES AS TY 2" 2" 2" HOLE (ONE PER SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT 6" SHOWN IN REFLECTED PLAN 0" 2" STRENGTH CONCRETE 2" CENTERED TYP. SECTION A-A CELL EACH SIDE) . 35 BEYOND THE TRANSITION SLOPE WALK AROUND OR TO MIX PER SPECIFICATION. 2 4" AGGREGATE 4T THE EXTENT THAT NO REMAINING SECTION OF SIDEWALK 1 90° POINTS BASE COURSE STABILIZED AGGREGATE IS LESS THAN 5'. 4" 4" 1.670" TYP. X X X X X X X X X X X X 1.2625" 1.670" TYP. 0.045" HIGH 1.670" TYP. 1.2625" BASE COARSE, AS SPECIFIED Job No. : V176502 .01875" Ø0.45" 0.20" 0.250" 0.1875" DIA. VENT FOR PAVEMENT 4. THE PLAN MUST PROVIDE FOR DETECTABLE WARNING : #4332 HOLE (ONE PER CELL EACH SIDE) SURFACE COLORS OR MATERIALS THAT PROVIDE THE NECESSARY CONTRAST, EITHER DARK-ON-LIGHT, OR 1 4" AGGREGATE 1 2" CONTRACTION JOINT COMPACTED SUBGRADE AS SPECIFIED Store 2" DECK-O-FOAM EXPANSION (SEE NOTE #1) LIGHT-ON-DARK. STANDARD DOME COLOR IS BRICK RED. JOINT FILLER W/ PRE-SCORED BASE COURSE Date : 1/8/2020 1.375" STRIP OR OTHER CFA APPROVED 5. TRUNCATED DOMES TO BE INSTALLED USING ARMOR TILE CAST IN PLACE DOME TACTILE TILE. PART NUMBER MATERIAL Drawn By : JOC EXPANSION JOINT 0.1875' 3.00" TYP. 3.00" ADA-2424 OR OTHER EQUIVALENT APPROVED MATERIAL. CONTRACTION JOINT 12 SIDEWALK WITH CURB & GUTTER SECTION Checked By : RTY 0.0625 0.625" DIA. HOLE PREFERRED MANUFACTURER ARMOR TILE TACTILE INTERNAL EMBEDMENT NOTE: OPTIONAL C-4.0 3.00" EMBEDMENT SYSTEMS LANCE MITCHELL(919)622-4615 UNLESS PAVERS NOT TO SCALE FLANGE @ 3" O/C (SEE SOUND AMPLIFYING FLANGES AS SHOWN IN PLAN FOR ORIENTATION) PLATE ADDED BY 0.09' 0.09' NOTE: FIELD LEVEL ARE REQUIRED, CONTRACTOR TO VERIFY THAT CURB RAMPS MEET LOCAL CODES AND ADA REQUIREMENTS. 11 TYPICAL CONCRETE SIDEWALK Sheet REFLECTED PLAN MANUFACTURER C-4.0 0.09' 0.09' NOT TO SCALE ALL DETAILS ON THIS SHEET WERE PROVIDED BY CHICK-FIL-A AND C-4.0 SECTION B-B MICRO-TEXTURE 41 POINTS PER SQUARE NOTES: ARE FOR INFORMATIONAL PURPOSES, ONLY. BOHLER 10 TRUNCATED DOMES - CAST IN PLACE DETAIL-1 INCH 1. JOINTS AT 5'-0" O.C. TOOLED 21" WIDE, 1" DEEP OR MAX. D4 DEEP ENGINEERING SHALL BE HELD HARMLESS IN THE EVENT OF ERRONEOUS INFORMATION CONTAINED WITHIN THESE DETAILS C-4.0 WHICHEVER IS GREATER. EXPANSION JOINTS AT 20' MAX. & ALL NOT TO SCALE AND/OR STRUCTURAL FAILURE. P.C.s, UNLESS APPROVED OR INDICATED OTHERWISE ON PLAN ONLY IF REQUIRED BY STATE/LOCAL ORDINANCE VIEW JOINT PATTERN. (CIVIL ENGINEER TO VERIFY) H:\17\V176502\DRAWINGS\PLAN SETS\V176502-OD0-1.DWG PRINTED BY: JNICE 6.15.20 @ 6:01 PM LAST SAVED BY: JNICE 24" CONCRETE 17 CURB & GUTTER C-4.1 ALL DETAILS ON THIS SHEET WERE PROVIDED BY CHICK-FIL-A AND ARE FOR INFORMATIONAL PURPOSES, ONLY. BOHLER , ENGINEERING SHALL BE HELD HARMLESS IN THE EVENT OF RB CU HT 12 ERRONEOUS INFORMATION CONTAINED WITHIN THESE DETAILS ER IG ' AND/OR STRUCTURAL FAILURE. AD HE HE BLE EA RIA E AR PA ASP VA T VE HA RE ME LT O NC NT C OW IND R UW E-TH DRIV CJ 2" 12 'M RD (S EE 10 IN. T CR L LA OS 2% BO CI ' MI O SS 12 ' VIL N. FA DN 20.1 PL WIT CE AN H OF LO PE R A MP KNOW WHAT'S BELOW 4 N C- FO O R C CU URB ALWAYS CALL 811 DI CJ ME RB BEFORE YOU DIG , NS RB IO It's fast. It's free. It's the law. CU HT 0" NS 2" 1'- ) ER IG AD HE HE BLE IN G VAR IA 10 ' ET E Revisions: ILD CE CR ING U B FA RE A CJ N CO LAN D Mark Date By A CR E TE 1'- 1 4/2/2020 RTY ER CO N 2" E ADURB LIN U E H C 6" E R THR 6" N T VE ' E CE DRI 10 RET N C ING OF D CO LAN Mark Date By 2 6/15/2020 RTY CJ C PA ONC AGGREGATE BASE COURSE VE R SEE NOTE #1. ME ET NT E ' 12 UP MP RA 14 DRIVE-THRU ISOMETRIC C-4.1 NOT TO SCALE Mark Date By NOTE: 1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. PAVEMENT DIMENSION REFER TO PAVEMENT DIMENSION REFER TO FACE OF CURB UNLESS INDICATED FACE OF CURB UNLESS INDICATED OTHERWISE OTHERWISE 2'-0" 2'-0" 1 1 2"R 2"R 6" 6" 1" 1" 1-1/8" 121"R 121"R 1-1/8" RYAN YAUGER PER FT. 6" 6" 4" 3 3 4" PER FT. Lic. No.0402056625 13" 12" 20'-0" 6/15/2020 7" 2'-0" CHAMFER 12'-0" 10'-0" 10'-0" 12'-0" 6" RAMP LANDING LANDING RAMP LIGHT BROOM FINISH TRANSPORTATION SERVICES LANDSCAPE ARCHITECTURE ° SPILLING CURB AND GUTTER NORTHERN VIRGINIA 45 A B CATCHING CURB AND GUTTER TM CENTRAL VIRGINIA 6" HEADER CURB SOUTH FLORIDA CHARLOTTE, NC RALEIGH, NC CONCRETE PAVEMENT DIMENSION REFER TO PAVEMENT DIMENSION REFER TO TAMPA, FL DRIVE-THRU LANE FACE OF CURB UNLESS INDICATED FACE OF CURB UNLESS INDICATED 12'-8" X-SLOPE 17 C.J. C.J. C.J. OTHERWISE OTHERWISE C.J. 24" CONCRETE CURB 2.0% & GUTTER 6" HEADER END 24" CURB C-4.1 SITE CIVIL AND CONSULTING ENGINEERING AND GUTTER FACE OF CURB 2'-0" CURB 2'-0" 1'-0" FACE OF BUILDING EL. = -8" SOUTHERN MARYLAND REHOBOTH BEACH, DE EL. = -2" 7" 7" SOUTHEASTERN, PA EL. = -2" EL. = -8" LEHIGH VALLEY, PA PHILADELPHIA, PA 0'-6" PROGRAM MANAGEMENT 6" 6" PERMITTING SERVICES BALTIMORE, MD 1 1 2"R 2"R 3/4" EL. = -2" 121"R 121"R 3/4" EL. = -2" EL. = -2" 1'-2" 6"Ø BOLLARD 20 5.0% MAX. 5.0% MAX. C-4.1 7 1/2" UPSTATE NEW YORK NEW YORK METRO 6" NEW ENGLAND NEW YORK, NY NEW JERSEY BOSTON, MA SUSTAINABLE DESIGN LIGHT BROOM FINISH LIGHT BROOM FINISH LAND SURVEYING 13 DRIVE-THRU PLAN C DEPRESSED SPILLING CURB AND GUTTER D DEPRESSED CATCHING CURB AND GUTTER C-4.1 NOT TO SCALE CONCRETE FOR CURBING SHALL HAVE CONSTRUCTION STAKING FOR CURBING AT CONTRACTOR'S OPTION THE GUTTER THICKNESS A MINIMUM COMPRESSIVE STRENGTH INSTALLATION SHALL BE REFERENCED MAY BE INCREASED AT THE EDGE OF PAVEMENT TO OF 3000 P.S.I. AT 28 DAYS. (CUT OR FILL) TO THE TOP OF CURB MAKE BOTTOM OF GUTTER PARALLEL WITH PAVING NOTE: ALL ELEVATIONS ON THIS DETAIL ARE RELATIVE TO FFE = 0' OF BASE COURSE. CONTRACTION JOINTS AT 10'-0" O.C. TOOLED 1/4" (±1/16",-0) WIDE, 1" OR MAX. D/4 DEEP WHICHEVER 28 BLACKWELL PARK LANE, SUITE 201 IS GREATER. EXPANSION JOINTS AT 40' MAX. AND ALL P.C.'s, UNLESS APPROVED OR INDICATED WARRENTON, VIRGINIA 20186 OTHERWISE ON PLAN VIEW JOINT PATTERN. Phone: (540) 349-4500 Fax: (540) 349-0321 17 24" CONCRETE CURB & GUTTER VA@ BohlerEng.com C-4.1 NOT TO SCALE STORE 2'-0" REFUSE ENCLOSURE PLAN GENERAL NOTES: 2'-0" TYP. #4332 TYP. 2'-0" BARRACKS ROAD TYP. 2'-0" 1. SEE SITE PLAN FOR LAYOUT OF CONCRETE LOADING TYP. TROWELED, ROUNDED TYP. 2'-0" SHOPPING CENTER PAD. CONCRETE 2'-0" EQUAL EQUAL 2. SEE GRADING PLAN FOR ELEVATIONS ON DUMPSTER PAD AND DRAINAGE OF INTERIOR TRASH ENCLOSURE. 1000 EMMET STREET N EQUAL 6" THICK 4000 PSI CONCRETE SAW JOINT SAW JOINT APPROACH PAD WITH #3's @ 6"° STEEL PIPE CHARLOTTESVILLE, VA 3. PROVIDE POSITIVE DRAINAGE ON APPROACH PAD AWAY 12" ON CENTER EACH WAY (SCHEDULE 80) FILLED 3'-0" UNLESS NOTED OTHERWISE FROM DUMPSTER. WITH CONCRETE 4. SEE ARCHITECTURAL PLANS FOR ADDITIONAL DETAILS 6" THICK 4000 PSI CONCRETE EQUAL PAINT BOLLARD WITH DARK 35'-0" 6" THICK 4000 PSI CONCRETE ON TRASH ENCLOSURE APPROACH PAD WITH #3's @ SHEET TITLE EQUAL BRONZE TONE EXTERIOR 35'-0" APPROACH PAD WITH #3's @ 12" ON CENTER EACH WAY ENAMEL PAINT AT DRIVE THRU. SITE 35'-0" EQUAL 12" ON CENTER EACH WAY 5. GENERAL CONTRACTOR SHALL DRILL HOLES FOR GATE PAINT BOLLARD WITH BRONZE PINS IN BOTH THE OPEN AND CLOSED POSITION. COLOR AT ALL OTHER SAW JOINT LOCATIONS. DETAILS SAW JOINT SAW JOINT 12' 3 1/2" 9" 12' 3 1/2" 8'-0" ANCHOR STEEL PIPE IN CONCRETE FOOTING, 11 12' 3 1/2" 9" 12' 3 1/2" 8'-0" 0'-0" TOP OF 2'-0" DIAMETER x 2'-6" DEPTH EXPANSION JOINT DWG EDITION OD 0 EQUAL 6" GATE POSTS 3" C-4.0 521" SLAB 521" 3" 8" 6" RAMP GATE POSTS 3" 8" 1:12 FOUNDATION 6'-3" 3" 8" FOUNDATION 12'-1021" 12'-1021" RE: CIVIL 2'-0" RE: CIVIL 2'-0" 2'-0" TYP. ASPHALT PAVEMENT CONCRETE PAVEMENT/ 2'-0" TYP. SAW CUT TYP. SLAB APPLICATIONS RE: CIVIL 8" APPLICATIONS TYP. EDGE OF FOOTING SAW CUT 8" RE: CIVIL 8" +6" TOP 8" EDGE OF FOOTING 8" 0'-6" BELOW 8" 10'-0" 10'-0" 8'-8" BELOW 8" +6" TOP 8" OF SLAB 10'-0" 10'-0" TOP OF 8" TYP. 8'-8" TYP. 2'-0" Job No. : V176502 OF SLAB 9" 8" SLAB TYP. TYP. 2'-0" 8" PIPE BOLLARDS EMBED 9" 10'-0" 8" PIPE BOLLARDS EMBED BOLLARDS IN 18" DIA. x : #4332 1'-0" BOLLARDS IN 18" DIA. x 3'-6" CONCRETE FILLED BLOCK LEDGE 3'-6" CONCRETE FILLED HOLE Store : 1/8/2020 13'-4" 8" Date 2'-6" HOLE 13'-4" 8" 8" EDGE OF SPREAD 0'-6" 8" 3'-9" 4'-0" 9'-2" 4'-0" 4'-5" 8" TOP OF 8" 3'-9" 4'-0" 9'-2" 4'-0" 4'-5" Drawn By : JOC FOOTING 8" 6'-8" 8" SLAB 8" 25'-4" 8" 6'-8" 8" 8" 25'-4" 8" 6'-8" 8" 34'-0" Checked By : RTY IF INTERIOR DRAIN IS NOT 10'-0" 34'-0" 4'-0" 6" EQ EQ CONNECT FLOOR DRAIN TO STORM DRAIN REQUIRED, OMIT 8" BLOCK WIDTH TYP TYP TYP SYSTEM, PER LOCAL REQUIREMENTS AT FLOOR LEVEL BOTH SIDES, IF INTERIOR DRAIN IS NOT IF INTERIOR DRAIN IS NOT FOR DRAINAGE OUTSIDE OF REQUIRED, OMIT 8" BLOCK NOTES: REQUIRED, OMIT 8" BLOCK DUMPSTER AREA. NOTES: 1. ARCHITECT SHALL VERIFY SIZE & COORDINATE WITH WIDTH AT FLOOR LEVEL, BOTH Sheet WIDTH AT FLOOR LEVEL, BOTH SIDES, FOR DRAINAGE OUTSIDE 1. ARCHITECT SHALL VERIFY SIZE & COORDINATE WITH STRUCTURAL ENGINEER. C-4.1 SIDES, FOR DRAINAGE OUTSIDE 8" OF DUMPSTER AREA. STRUCTURAL ENGINEER. 13' 13' 8" OF DUMPSTER AREA. 2'-0" 34'-0" 2. RE: CIVIL FOR DRAINAGE. 2. RE: CIVIL FOR DRAINAGE. 19 SCREENED REFUSE ENCLOSURE FOUNDATION PLAN 19 REFUSE ENCLOSURE FOUNDATION PLAN (ALT) 19 REFUSE ENCLOSURE ALTERNATE DRAINAGE PLAN 20 CONCRETE BOLLARD C-4.1 NOT TO SCALE C-4.1 NOT TO SCALE C-4.1 NOT TO SCALE C-4.1 NOT TO SCALE H:\17\V176502\DRAWINGS\PLAN SETS\V176502-OD0-1.DWG PRINTED BY: JNICE 6.15.20 @ 6:01 PM LAST SAVED BY: JNICE NOTE: BOLLARD HEIGHT SHALL BE 5'-0" AT DRIVE-THRU WINDOW EXTEND BASE 6" BEYOND FOR APPLICATIONS WITHOUT CURB & GUTTER, SIDEWALKS, BUILDINGS 4000 PSI COMPRESSIVE TACK COAT OR OTHER STRUCTURES. STRENGTH CONCRETE (APPLICATION RATE PER LOCAL MENU BOARD D.O.T. SPECIFICATIONS) MICROPHONE 3' CLEAR PERIMETER, FREE 1.5" THICK ASPHALTIC 1 4"WIDE SAWED OR PREMOLDED JOINT, 12' MAX. FROM REBAR, WIRE SCREEN, CONCRETE SURFACE COURSE 2.5" THICK ASPHALTIC SPACING, SEAL JOINTS WITH POLYURETHANE REINFORCING BARS, ELECTRIC CONCRETE BINDER COURSE SEALANT TO WITHIN 41" FROM TOP. CABLE OR METAL OBJECTS. SPEAKER D 4 D 7 1 2 3' 12 - 18" 6 IF PRESENT ON-SITE, UNSUITABLE SUBGRADE SEE PLAN FOR SLAB SUBBASE 2 MATERIAL SHALL BE REPLACED WITH SUITABLE THICKNESS SEE NOTE #1 4 4 MATERIAL AS SPECIFIED IN THE GEOTECHNICAL 3' LOOP 7.5' SUBBASE REPORT. 1.5 x 5 FEET 1 SEE NOTE #1 3 6" THICK AGGREGATE TRANSVERSE AND LONGITUDINAL 5 BASE COURSE 22 CONTRACTION JOINT 3' 5 2 C-4.2 NOT TO SCALE 9' - 9.5' KNOW WHAT'S BELOW 21 TYPICAL PAVEMENT SECTION NOTE: 1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL NE LA ING ALWAYS CALL 811 REPORT FOR PAVEMENT SECTION REQUIREMENTS. RU AV BEFORE YOU DIG C-4.2 NOT TO SCALE TH E P E It's fast. It's free. It's the law. IV ET NOTE: 1. GENERAL CONTRACTOR SHALL REFERENCE SITE SPECIFIC DR NCR CO GEOTECHNICAL REPORT FOR PAVEMENT, AGGREGATE, AND SUBGRADE SECTION REQUIREMENTS. Revisions: PLAN VIEW 2. MINIMUM PAVEMENT THICKNESS SHOULD BE 6" GRADED AGGREGATE BASE, 2.5"ASPHALT PAVEMENT BINDER & 1.5" NOTEs: Mark Date By ASPHALT PAVEMENT SURFACE COURSE TACK COAT. 1. 3'-0" Handrail height to be used along open sided level walking surfaces that are 1 4/2/2020 RTY REQUIRED AT ALL JUNCTIONS WITH CONCRETE located less than 2'-6" above a floor or ISOMETRIC VIEW ASPHALT PAVEMENT AND BASE COURSE grade below. 3'-6" guardrail height required along open sided level walking surfaces that are located 2'-6" or greater above a floor or MENU BOARD Mark Date By PARTS LIST 2 6/15/2020 RTY 10" MIN grade below or where required by a.h.j. or DRIVE THRU LANE 2" CLEAR BETWEEN other governing code / regulation. architect 1 PREFAB (FOLDED) LOOP (1.5' x 5') PAVEMENT CONCRETE PAVING LOOP AND SURFACE THICKNESS to verify site specific conditions & coordinate. CONDUIT FROM 2 1/2" PVC COUPLING SEE NOTE #1 BUILDING 2. all aluminum to be .062" top wall, .078 3 1/2" PVC SLEEVE COUPLING Mark Date By 4 1/2" PVC TUBING (3' LENGTH) side wall 12" 5 1/2" PVC CORNER FITTING 21A PAVEMENT EDGE DETAIL VEHICLE LOOP LOOP 6 1/2" PVC 90° ELBOW 7 1/2" PVC TUBING (2' LENGTH) C-4.2 NOT TO SCALE DETECTOR SUPPORT MENU BOARD NOTE: FOUNDATION 1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. SECTION VIEW RYAN YAUGER TOP RAILS 1-1/4" X 1-1/4" CHANNEL 35 MENU BOARD LOOP DETECTION SYSTEM Lic. No.0402056625 4000 PSI COMPRESSIVE C-4.3 NOT TO SCALE STRENGTH CONCRETE MIX PER SPECIFICATION. 2 1/2" SQ. RAILING POST- NOTES: 6/15/2020 6"x6"x6 GAUGE WELDED powder coated BLACK, TYP. 1. LOOP DETECTOR IS MODEL NO. VDL100 VEHICLE DETECTION WIRE FABRIC SEATED AND LOOP MANUFACTURED BY MH ELECTRONICS, INC. SECURED ON STANDS 2. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR 2" TRANSPORTATION SERVICES LANDSCAPE ARCHITECTURE 3/4" X 3/4" PICKET, TYP. INSTALLATION. NORTHERN VIRGINIA TM CENTRAL VIRGINIA SOUTH FLORIDA CHARLOTTE, NC X X X X BOTTOM RAILS 1-1/4" X 6" RALEIGH, NC TAMPA, FL 1-1/4" CHANNEL CANOPY ABOVE SITE CIVIL AND CONSULTING ENGINEERING 1" MIN. DEEP SOUTHERN MARYLAND REHOBOTH BEACH, DE SOUTHEASTERN, PA LEHIGH VALLEY, PA POLYURETHANE SEALANT PHILADELPHIA, PA RESUME TYP. 12' RESUME TYP. PROGRAM MANAGEMENT PERMITTING SERVICES BALTIMORE, MD 4" AGGREGATE BASE COURSE BED CJ PATTERN CJ PATTERN SEE NOTE #1. EJ SUBBASE SEE NOTE #1 GRADE CONCRETE SLAB 0' - 0" POURED WITH ISLAND CJ 8'-0" GRADE ELEVATION CJ CONCRETE SIDEWALK UPSTATE NEW YORK RE: CIVIL NEW YORK METRO 25 CONCRETE PAVING DRIVE-THRU LANE NEW ENGLAND NEW YORK, NY 6" NEW JERSEY BOSTON, MA C-4.2 SET PIPE IN CONC. FOOTING NOT TO SCALE SUSTAINABLE DESIGN EJ 3'-0" EJ USING SUPER POR-ROCK LAND SURVEYING NOTE: 6' 1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL GROUT (TYP.) REPORT FOR PAVEMENT SECTION REQUIREMENTS. 6/A1.1C TYPICAL GUARDRAIL 12" 26 CORE SIDEWALK AT EACH C-6 NOT TO SCALE POST, TYP. CJ 6" PIPE BOLLARD 20 CJ FILLED w. CONCRETE PAINTED DARK BRONZE C-4.1 EJ 28 BLACKWELL PARK LANE, SUITE 201 EXTEND CJ PAINT 2" TOP OF WARRENTON, VIRGINIA 20186 THROUGH CURB CURB YELLOW Phone: (540) 349-4500 (TYP.) Fax: (540) 349-0321 JOINT SEALANT SAWCUT EXISTING ASPHALT MENU BOARD VA@ BohlerEng.com (AC-20, OR EQUIVALENT) FULL DEPTH FOR CLEAN CONSTRUCTION JOINT CJ = CONTRACTION JOINT EJ = EXPANSION JOINT STORE ISLAND CURB PLAN #4332 6" BARRACKS ROAD SHOPPING CENTER 1000 EMMET STREET N PROPOSED ASPHALT PAVEMENT EXISTING ASPHALT PAVEMENT ASPHALT PAVEMENT 4000 PSI COMPRESSIVE STRENGTH CONCRETE CHARLOTTESVILLE, VA PAINT FACE OF 23A BUTT JOINT AND BASE COURSE #3 @ 12" ON CENTER EACH WAY CURB YELLOW SHEET TITLE C-4.2 NOT TO SCALE SITE 4000 PSI COMPRESSIVE DETAILS MIN. 10" MIN 6" STRENGTH CONCRETE PAVEMENT SEE PLAN FOR SLAB THICKNESS DOWELED CONSTRUCTION JOINT SEE NOTE #1 THICKNESS DWG EDITION OD 0 2" D PROPOSED PAVING EXISTING PAVING 6" SUBBASE ISLAND CURB ELEVATION 12" 9" SEE NOTE #1 6" AGGREGATE BASE COURSE SUBBASE SEE NOTE #1. Job No. : V176502 SEE NOTE #1 #4 REBAR FOR CONTINUOUS 34 DRIVE THRU ORDER POINT ISLAND CURB 3 4"GRADE A36 STEEL DOWEL 14" LENGTH, 12" O.C. SPACING, REINFORCEMENT OF THICKENED EDGE C-4.3 NOT TO SCALE Store : #4332 GREASE OR SLEEVE ONE END 24 CONCRETE APRON @ TRASH ENCLOSURE Date : 1/8/2020 C-4.2 NOT TO SCALE Drawn By : JOC TRANSVERSE AND LONGITUDINAL NOTE: Checked By : RTY 23 DOWELED CONSTRUCTION JOINT 1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. C-4.2 NOT TO SCALE Sheet NOTE: C-4.2 1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. ALL DETAILS ON THIS SHEET WERE PROVIDED BY CHICK-FIL-A AND ARE FOR INFORMATIONAL PURPOSES, ONLY. BOHLER ENGINEERING SHALL BE HELD HARMLESS IN THE EVENT OF ERRONEOUS INFORMATION CONTAINED WITHIN THESE DETAILS AND/OR STRUCTURAL FAILURE. H:\17\V176502\DRAWINGS\PLAN SETS\V176502-OD0-1.DWG PRINTED BY: JNICE 6.15.20 @ 6:01 PM LAST SAVED BY: JNICE KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. Revisions: Mark Date By 1 4/2/2020 RTY Mark Date By 2 6/15/2020 RTY Mark Date By RYAN YAUGER Lic. No.0402056625 6/15/2020 TRANSPORTATION SERVICES LANDSCAPE ARCHITECTURE NORTHERN VIRGINIA TM CENTRAL VIRGINIA SOUTH FLORIDA CHARLOTTE, NC RALEIGH, NC TAMPA, FL FOR REFERENCE ONLY SITE CIVIL AND CONSULTING ENGINEERING SOUTHERN MARYLAND REHOBOTH BEACH, DE SOUTHEASTERN, PA LEHIGH VALLEY, PA PHILADELPHIA, PA PROGRAM MANAGEMENT PERMITTING SERVICES BALTIMORE, MD UPSTATE NEW YORK NEW YORK METRO NEW ENGLAND NEW YORK, NY NEW JERSEY BOSTON, MA SUSTAINABLE DESIGN LAND SURVEYING 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@ BohlerEng.com STORE #4332 BARRACKS ROAD SHOPPING CENTER 1000 EMMET STREET N CHARLOTTESVILLE, VA SHEET TITLE SITE DETAILS DWG EDITION OD 0 Job No. : V176502 Store : #4332 Date : 1/8/2020 Drawn By : JOC Checked By : RTY Sheet THE CURRENT CITY OF CHARLOTTESVILLE STANDARD 2" METER SETTER IS A MCDONALD 720B712WFFF 775 C-4.3 H:\17\V176502\DRAWINGS\PLAN SETS\V176502-OD0-1.DWG PRINTED BY: JNICE 6.15.20 @ 6:01 PM LAST SAVED BY: JNICE UTILITY PLAN DESIGN NOTES & KEY PLAN NOT USED THE CONTRACTOR SHALL PROVIDE THE NECESSARY FITTINGS TO CONNECT THE NEW SERVICE 1 LINE EXTENSION TO THE EXISTING SEWER STUB. THE CONTRACTOR SHALL VERIFY SIZE, LOCATION, MATERIAL AND INVERT ELEVATION PRIOR TO INSTALLING ANY SEWER FACILITIES. MINOR ADJUSTMENTS TO THE NEW SERVICE LINE INVERT ELEVATION MAY BE NECESSARY DEPENDING UPON FIELD MEASUREMENTS. CAUTION/WARNING THE CONTRACTOR SHALL USE EXTREME CAUTION TO PROPERLY SHEET, SHORE, AND DEWATER EXCAVATION TO COMPLETE THE CONNECTION IN A SAFE MANNER, AND WITHOUT DAMAGE OR SETTLEMENT TO EXISTING FACILITIES, ROAD OR SHOPPING CENTER DRIVE. PROVIDE THE NECESSARY TRAFFIC CONTROL MEASURES TO PREVENT TRAFFIC FROM DRIVING TO CLOSE TO THE EXCAVATIONS AND OTHER RELATED WORK AREAS. 2 INSTALL CLEANOUT. USE TRAFFIC RATED CLEANOUT IN ALL PAVEMENT AREAS AS REQUIRED. 3 1.5" WATER METER FOR DOMESTIC WATER SUPPLY THE 1.5" METER WILL REQUIRE A 2" METER SETTER. CONTRACTOR TO PROVIDE ADAPTOR BRACKETS TO INSTALL 1.5" METER IN THE 2" SETTER. CONTRACTOR SHALL COORDINATE WITH THE CITY OF CHARLOTTESVILLE FOR INSTALLATION OF WATER SERVICE TAP, WATER METER, AND METER BOX. CONTRACTOR'S BID PRICE SHALL INCLUDE THE COST OF THE WORK PERFORMED BY THE CITY E (INCLUDING TAP FEES). TAPS SHALL BE MADE INITIALLY IN CONTRACTOR'S NAME AND TRANSFERRED AT PROJECT COMPLETION. DOMESTIC WATER LINE SHALL BE TYPE K COPPER. E E E E E EX. WATER METER FOR IRRIGATION WATER SUPPLY. CONTRACTOR TO VERIFY LOCATION NOT USED 4 R=20.00' STM AND CONDITION OF EXISTING METER. ON-SITE IRRIGATION LINES AND MATERIALS SHALL BE E EX-4 KNOW WHAT'S BELOW INSTALLED BY THE IRRIGATION CONTRACTOR AS INDICATED ON THE IRRIGATION PLAN. Δ=090°00'00" ALWAYS CALL 811 BEFORE YOU DIG L=31.42' 5 2" BACKFLOW PREVENTER FOR DOMESTIC WATER SERVICE. It's fast. It's free. It's the law. CHB=N06°12'29"W THE CONTRACTOR SHALL INSTALL A BACKFLOW PREVENTER (FEBCO, WATTS, OR APPROVED E CHD=28.28' N38°47'31"E 147.00' EQUAL) FOR EACH WATER SERVICE LINE AS INDICATED ON THE DRAWINGS. INSTALLATION SHALL INCLUDE BOX OR VAULT, AS APPLICABLE. THE CONTRACTOR SHALL COORDINATE WITH THE CITY OF CHARLOTTESVILLE PUBLIC UTILITIES DEPARTMENT FOR INSPECTION, TESTING, AND Revisions: 24 CERTIFICATION OF ALL BACKFLOW PREVENTORS. ALL BACKFLOW DEVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY STANDARDS/SPECIFICATIONS. CONTRACTORS BID PRICE SHALL Mark Date By 4/2/2020 RTY E INCLUDE ALL COSTS ASSOCIATED WITH DEVICE INSTALLATION, INSPECTION , TESTING, CERTIFICATION, ETC., TO INCLUDE ANY FEES REQUIRED BY THE CITY. 1 CO-04 CO-02 NOT USED 6 1" BACKFLOW PREVENTER FOR IRRIGATION WATER SERVICE. (SEE NOTE #5 ABOVE.) RD-04 RD-03 RD-02 CO-05 RD-05 E CO-01 RD-01 GREASE TRAP TO BE INSTALLED BY SITE UTILITY CONTRACTOR. COORDINATE RD-06 PROP. 6" PVC CO-03 PROP. 6" PVC STM A-2 7 INSTALLATION WITH BUILDING CONTRACTOR AND ARCHITECTURAL PLUMBING PLANS. CONNECT RESTROOM SERVICE LINE DOWNSTREAM OF GREASE TRAP OUTLET SIDE AT Mark Date By RD-11 2 6/15/2020 RTY G G 2 INVERT ELEVATION INDICATED. COORDINATE TOP ELEVATION OF GREASE TRAP WITH CO-11 WL WL CO5 CO4 RD-12 DRIVEWAY PAVEMENT ELEVATION. WL 2 E ET ET ET CO-06 CO3 PRO P. 1 PROP. 13 5 CO-15 7 5" R 8 4" SEWER SERVICE LINE AND CLEANOUT FROM RESTROOM FACILITIES TO BE INSTALLED BY 14 SAWCUT G 12 CP SITE UTILITY CONTRACTOR. COORDINATE INSTALLATION WITH BUILDING CONTRACTOR AND CO-12 CO-13 11 LINE 10 RD-16 ARCHITECTURAL PLUMBING PLANS. SERVICE LINE SHALL BY-PASS GREASE TRAP AND CONNECT E RD-13 STM BEYOND THE OUTLET SIDE. Mark Date By WL 8 WISE STREET 2 TE E A-1 3 8/13/2020 RTY CO2 MODIFIED SE MED RD-15 9 3" VENT LINE TO BE INSTALLED BY SITE UTILITY CONTRACTOR. SEE ARCHITECT PLUMBING PLANS. G 4,588± SF E SL UNDERGROUND TELEPHONE SERVICE CONNECTION LOCATION AT BUILDING. COORDINATE WITH WL 16 10 TE 36 PARKING SPACES E 24 STM BUILDING CONTRACTOR AND ARCHITECTURAL PLANS. EX-3 18 17 STACKING SPACES RD-14 2" DOMESTIC WATER SERVICE LINE CONNECTION LOCATION AT BUILDING. SITE 11 G CO-14 UTILITY CONTRACTOR SHALL INSTALL DOMESTIC WATER SERVICE LINE FROM THE FFE: 469.80 PROP. 6" PVC E SL RD-07 EXISTING WATER MAIN TO THE MAIN BUILDING CUTOFF VALVE . (SEE ARCHITECT WL RD-17 TE PLUMBING PLAN). E 2 S51°12'29"E 211.91' CO1 12 4" KITCHEN WASTE LINE. INSTALL CLEANOUT APPROXIMATELY 6' FROM FACE OF BUILDING. G COORDINATE WITH BUILDING CONTRACTOR AND ARCHITECTURAL PLUMBING PLANS. E RYAN YAUGER WL 25 N51°12'29"W 186.80' TE E CO-16 13 GAS SERVICE LINE AND METER INSTALLATION LOCATION. SEE ARCHITECTS PLUMBING PLANS Lic. No.0402056625 RD-08 RD-18 FOR SIZE REQUIREMENTS AND EXACT CONNECTION LOCATION. COORDINATE WITH GAS COMPANY FOR GAS SERVICE LINE INSTALLATION. G 8/13/2020 E PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE TRANSPORTATION SERVICES CO-08 CO-07 WL E TE RD-09 E CO-10 14 UNDERGROUND ELECTRICAL SERVICE LINE CONNECTION AT BUILDING. CONTRACTOR SHALL CO-09 INSTALL 4" DIAMETER SCHD 40 PVC CONDUIT WITH PULL WIRE FROM EXISTING ELECTRICAL E FACILITIES WITHIN THE RIGHT-OF-WAY TO THE TRANSFORMER & ELECTRICAL PULL BOX RD-10 G LOCATED BEHIND THE CHICK-FIL-A SERVICE AREA. COORDINATE CROSSING OF CONDUIT WITH E NORTHERN VIRGINIA TM OTHER UTILITIES. CONDUIT SHALL BE BURIED A MINIMUM OF 36" BELOW FINISHED GRADE. CENTRAL VIRGINIA SITE CIVIL AND CONSULTING ENGINEERING WL SOUTH FLORIDA CHARLOTTE, NC TE E W L ABRUPT BENDS SHALL NOT BE ALLOWED, USE LONG SWEEP ELBOWS AND OTHER NECESSARY RALEIGH, NC FITTINGS TO PROVIDE GRADUAL CHANGES IN DIRECTION. ELECTRIC SERVICE INSTALLATION TO TAMPA, FL E BE COORDINATED WITH LOCAL ELECTRIC COMPANY. G 15 E ET 2" MUNICIPEX WATERLINE TO METER (PUBLIC). E WL E WL STM 6" PVC SCH 40 SANITARY SERVICE LINE. SUSTAINABLE DESIGN PERMITTING SERVICES EX-1 16 SOUTHERN MARYLAND REHOBOTH BEACH, DE SOUTHEASTERN, PA LEHIGH VALLEY, PA PHILADELPHIA, PA ET G INSTALL 2" SCH 40 PVC CONDUIT WITH PULL WIRE AND PULL BOX FOR TELEPHONE SERVICE LINE NOT USED 17 BALTIMORE, MD TP E E INSTALLATION. USE LONG SWEEP RADIUS AT 90° AND 45° BENDS TO AVOID ABRUPT CHANGES IN WL DIRECTION. COORDINATE WITH TELEPHONE COMPANY FOR SPECIFIC LOCATION OF CONDUIT AT E WL ET THE EXISTING PEDESTAL. 18 3/4" C.W. TO DUMPSTER POST HYDRANT. SEE ARCHITECTS PLUMBING PLANS G E UPSTATE NEW YORK E WL 1 EACH - 4" DIAMETER, SCHEDULE 40 PVC CONDUIT, TYPICAL. SEE BLANK CONDUIT ET NEW YORK METRO NOT USED 19 WL INSTALLATION NOTE. NEW ENGLAND NEW YORK, NY NEW JERSEY LAND SURVEYING BOSTON, MA STM E 20 G E WL EX-2 WL WL WL EX. TRANSFORMER. TE WL W 22 21 2" CORPORATION STOP. IF EXISTING CORP STOP IS FOUND TO BE PROPERLY SIZED AT 2" AND IN L 23 E GOOD CONDITION, IT MAY ME REUSED FOR THE NEW WATER SERICE AT THE DISCRETION OF THE UTILITIES INSPECTOR. E WL G E 3 E 22 1-1/2" INCH TYPE "K" COPPER TUBING WATERLINE AFTER METER (PRIVATE). TE WL E 23 20' PUBLIC WATER EASEMENT E S40°33'09"W 188.24' 24 CANOPY DOWNSPOUT TO SPILL ON GRADE. G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 TE 25 SEWER LATERAL CONNECTION TO EXISTING CITY MANHOLE SHALL MATCH CROWNS WITH EXISTING 18" Phone: (540) 349-4500 WL Fax: (540) 349-0321 INCOMING PIPE. MANHOLE TO BE CORED AND BOOTED. INVERT SHAPING SHALL BE PROVIDED FOR THIS VA@ BohlerEng.com UTILITY NOTES: CONNECTION. THE PRIVATE DROP-STACK SHALL BE AT LEAST 5-FEET AWAY FROM THE MANHOLE. S40°32'41"W 167.08' STORE G 20 T E 1. PRIOR TO THE CONSTRUCTION OF OR CONNECTION TO ANY STORM DRAIN, SANITARY SEWER, WATER MAIN OR ANY OF THE DRY UTILITIES, THE CONTRACTOR SHALL EXCAVATE, VERIFY AND CALCULATE ALL POINTS OF CONNECTION AND ALL UTILITY CROSSINGS #4332 WL AND INFORM THE OWNER/DEVELOPER OF ANY CONFLICT OR REQUIRED DEVIATIONS FROM THE PLAN. NOTIFICATION TO THE CITY OF CHARLOTTESVILLE SHALL BE MADE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. OWNER/DEVELOPER AND ARCHITECT SHALL BE HELD HARMLESS IN THE EVENT THAT THE CONTRACTOR FAILS TO MAKE SUCH NOTIFICATION. BARRACKS ROAD G 2. LOCATION OF ALL EXISTING AND PROPOSED UTILITY LOCATIONS ARE APPROXIMATE AND MUST BE CONFIRMED INDEPENDENTLY WITH EMMET STREET - US RTE. 29 LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. SANITARY SEWER AND ALL OTHER SHOPPING CENTER WL 15 UTILITY SERVICES CONNECTION POINTS SHALL BE CONFIRMED INDEPENDENTLY BY THE CONTRACTOR INFIELD PRIOR TO THE 1000 EMMET STREET N COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE ENGINEER. CONSTRUCTION SHALL COMMENCE BEGINNING AT THE LOWEST POINTS. CROSSINGS WITH EXISTING UNDERGROUND INSTALLATIONS G SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. G G 3. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE DESIGNATED UTILITY COMPANIES. DISCONNECTIONS SHALL NOT BE CHARLOTTESVILLE, VA WL G G G G G CONDUCTED BY CONTRACTOR. ALL STORM DRAIN, WATER, SEWER AND PRODUCT PIPING UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF CHARLOTTESVILLE STANDARDS AND SPECIFICATION FOR UTILITY CONSTRUCTION. SHEET TITLE 20 10 5 0 20 4. ANY SEDIMENT CONTROL MEASURES REMOVED FOR THE PURPOSE OF UTILITY CONSTRUCTION SHALL BE REPLACED AT THE END OF PLUMBING WL THE DAY BY THE UTILITY CONTRACTORS. 1"= 20' 5. SANITARY CLEANOUT TOPS TO BE ADJUSTED TO MATCH CROSS-PITCH AND SLOPE OF PROPOSED GRADES. CLEANOUT TOPS TO BE IDENTIFIED AS SANITARY CLEANOUTS, THREADED AND CONTAIN COUNTERSUNK PLUGS. SITE PLAN 21 6. WATER SERVICE SHALL BE A 1-1/2" INCH TYPE "K" COPPER TUBING. SANITARY SEWER PIPE SHALL BE A SIX (6) INCH PVC SCH 40 AT W W W W CONNECTION OF KITCHEN WASTE AND RESTROOM WASTE. SEWER SERVICES TO BE 4 (4) INCH PVC SCH 40 AT CONNECTIONS AT BUILDING. WATER AND SEWER SERVICES SHALL BE COORDINATED WITH THE BUILDING CONTRACTOR FOR HORIZONTAL AND VERTICAL ALIGNMENT AND CONNECTIONS. DWG EDITION SS 0 7. ALL FILL, COMPACTION AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION SHALL BE AS PER THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND SHALL BE COORDINATED WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS. 8. SEE ARCHITECTURAL PLANS FOR GREASE TRAP DETAILS. SANITARY LATERAL SCHEDULE 9. ALL PIPES UNDER PRESSURE SHALL BE CONNECTED WITH WATER TIGHT JOINTS. INSPECTOR SHALL VERIFY MATERIALS AND INSPECT Invert Elev. Length Slope Dia. Material PRESSURE TREATED PIPE PRIOR TO COVERING UP OR PRESSURE TEST PIPE PER CITY STANDARDS. Job No. : V176502 : #4332 10. ALL MATERIALS USED IN THE CONSTRUCTION OF THE PUBLIC WATER SYSTEM SHALL BE IN COMPLIANCE WITH PUBLIC LAW 111-380, Upper Structure Lower Structure Upper Lower THE REDUCTION OF LEAD IN DRINKING WATER ACT. PRODUCTS SHALL BEAR THE NSF/ANSI STANDARD 61 ANNEX G NSF 61-G CERTIFICATION MARK WEAR SPECIFIED BY LAW. Store (ft) (ft) (ft) (%) (in) 11. CONTRACTOR MUST UNCOVER AND EXPOSE THE CONNECTION POINTS OF BOTH WATER AND SEWER PRIOR TO CONSTRUCTION OF Date : 1/8/2020 Building CO5 465.30 465.20 4.46 2.24% 4 PVC ANY WATER OR SEWER FACILITIES. THE ENGINEER MUST BE NOTIFIED OF ANY DISCREPANCIES WITH THE PLAN DESIGN. 12. PER THE VIRGINIA DEPARTMENT OF HEALTH WATERWORKS REGULATIONS ( PART II, ARTICLE 3, SECTION 12 VAC 5-590 THROUGH 630), Drawn By : JOC CO5 CO4 465.20 464.95 11.15 2.24% 4 PVC CO4 CO3 464.95 464.85 4.65 2.15% 4 PVC ALL BUILDINGS THAT HAVE THE POSSIBILITY OF CONTAMINATING THE POTABLE WATER DISTRIBUTION SYSTEM (HOSPITALS, INDUSTRIAL SITES, BREWERIES, ETC.) SHALL HAVE A BACKFLOW PREVENTION DEVICE INSTALLED WITHIN THE FACILITY. THIS DEVICE Checked By : RTY SHALL MEET SPECIFICATIONS OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, SHALL BE TESTED IN REGULAR INTERVALS AS REQUIRED, AND TEST RESULTS SHALL BE SUBMITTED TO THE REGULATORY COMPLIANCE ADMINISTRATOR IN THE DEPARTMENT OF CO3 Grease Trap 464.85 464.75 3.00 3.33% 4 PVC UTILITIES. Sheet Grease Trap CO2 464.50 464.45 1.91 2.62% 4 PVC PS-1.0 13. ALL BUILDINGS THAT MAY PRODUCE WASTES CONTAINING MORE THAT ONE HUNDRED (100) PARTS PER MILLION OF FATS, OIL, OR GREASE SHALL INSTALL A GREASE TRAP. THE GREASE TRAP SHALL MEET SPECIFICATIONS OF THE VIRGINIA UNIFORM STATEWIDE CO2 CO1 464.45 463.80 32.46 2.00% 6 PVC BUILDING CODE, MAINTAIN RECORDS OF CLEANING AND MAINTENANCE, AND BE INSPECTED ON REGULAR INTERVALS BY THE REGULATORY COMPLIANCE ADMINISTRATOR IN THE DEPARTMENT OF UTILITIES. CO1 EX. MH 463.80 447.38 12.03 VARIES* 6 PVC 14. PLEASE CONTACT THE REGULATORY COMPLIANCE ADMINISTRATOR AT 970-3032 WITH ANY QUESTIONS REGARDING THE GREASE TRAP OR BACKFLOW PREVENTION DEVICES. Building CO2 464.80 464.45 7.55 4.64% 4 PVC 15. THE AVERAGE DAILY FLOW FROM THE ENTIRE PROJECT IS 6,400 GPD BASED ON 128 TOTAL SEATS PROPOSED. C:\USERS\JNICE\DESKTOP\CFA BARRACKS ITEMS\V176502-SS0-1.DWG PRINTED BY: JNICE 8.13.20 @ 5:08 PM LAST SAVED BY: JNICE *CONTRACTOR TO IMPLEMENT RISER STRUCTURE TO MATCH CROWNS WITH THE EXISTING 18" PIPE AT THE CITY MANHOLE. 16. THE PEAK HOUR GAS DEMAND FOR THE PROPOSED RESTAURANT IS 1,600 CFH. SEE SHEET C-4.3 FOR REFERENCE DETAIL. E E E E EX-4 R=20.00' STM R=20.00' STM E Δ=090°00'00" EX-4 Δ=090°00'00" EX-4 AREA: 0.08 AC C: 0.85 L=31.42' L=31.42' CHB=N06°12'29"W CHB=N06°12'29"W CHD=28.28' N38°47'31"E 147.00' CHD=28.28' N38°47'31"E 147.00' E EX-3 A-2 KNOW WHAT'S BELOW ALWAYS CALL 811 AREA: 0.14 AC BEFORE YOU DIG AREA: 0.26 AC C: 0.90 C/ C/O C/ C/O C: 0.90 It's fast. It's free. It's the law. LOW LOW E O O STM C/ LOW LOW A-2 O Revisions: DRIVE THRU C/ CC/O Mark Date By C/ O /O O A EX-3 E LOW LOW C/ 4/2/2020 RTY O LOW LOW STM 1 A-1 AREA: 0.08 AC E MODIFIED SE MED C: 0.90 4,588± SF WISE STREET WISE STREET E 36 PARKING SPACES LOW LOW G STM STM EX-3 EX-3 17 STACKING SPACES A LOW LOW FFE: 469.80 Mark Date By E C/ EX-1 O 2 6/15/2020 RTY E LOW LOW G S51°12'29"E 211.91' S51°12'29"E 211.91' STM STM AREA: 0.45 AC EX-0 EX-0 EX-1 LOW LOW N51°12'29"W 186.80' C: 0.95 N51°12'29"W 186.80' E C/ O AREA: 0.59 AC C: 0.90 E Mark Date By C/ CC/O E C/ LOW LOW G O /O O LOW LOW E A E E LOW LOW G LOW LOW STM E STM E EX-1 EX-1 EX-2 EX-2 E AREA: 0.50 AC G C: 0.90 E AREA: 0.14 AC A C: 0.90 A E STM STM RYAN YAUGER G EX-2 EX-2 E E LOW LOW Lic. No.0402056625 LOW LOW LOW LOW E 6/15/2020 E E G S40°33'09"W 188.24' S40°33'09"W 188.24' TRANSPORTATION SERVICES LANDSCAPE ARCHITECTURE S40°32'41"W 167.08' S40°32'41"W 167.08' G NORTHERN VIRGINIA TM CENTRAL VIRGINIA SOUTH FLORIDA CHARLOTTE, NC RALEIGH, NC TAMPA, FL EMMET STREET - US RTE. 29 EMMET STREET - US RTE. 29 G SITE CIVIL AND CONSULTING ENGINEERING G SOUTHERN MARYLAND REHOBOTH BEACH, DE G G G SOUTHEASTERN, PA LEHIGH VALLEY, PA PHILADELPHIA, PA PROGRAM MANAGEMENT PERMITTING SERVICES BALTIMORE, MD W W W UPSTATE NEW YORK NEW YORK METRO NEW ENGLAND NEW YORK, NY NEW JERSEY BOSTON, MA SUSTAINABLE DESIGN LAND SURVEYING PRE DEVELOPED DRAINAGE PLAN POST DEVELOPED DRAINAGE PLAN 30 15 7.5 0 30 30 15 7.5 0 30 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 EXISTING IMPERVIOUS AREAS - 27,799 SF (0.64 AC) PROPOSED IMPERVIOUS AREAS - 29,368 SF (0.67 AC) Phone: (540) 349-4500 1"= 30' 1"= 30' Fax: (540) 349-0321 VA@ BohlerEng.com STORE EXISTING PERVIOUS AREAS - 7,040 SF (0.16 AC) PROPOSED PERVIOUS AREAS - 5,471 SF (0.13 AC) #4332 BARRACKS ROAD SHOPPING CENTER 1000 EMMET STREET N CHARLOTTESVILLE, VA SHEET TITLE STORMWATER MANAGEMENT NARRATIVE STORMWATER MANAGEMENT OVERVIEW STORMWATER NARRATIVE AS SHOWN BY THE CULVERT COMPUTATION ON SHEET PS-1.2, THE EXISTING DUAL 6'X6' STORM CULVERT HAS ADEQUATE CAPACITY TO HANDLE THE POST-DEVELOPMENT RUNOFF CONDITION. BECAUSE THE EXISTING PLAN THE SUBJECT SITE IS CURRENTLY DEVELOPED WITH AN EXISTING RESTAURANT, DRIVE-THRU, AND WATER QUALITY REQUIREMENTS FOR THIS SITE WILL BE MET THROUGH THE PURCHASE OF 0.20 LBS/YR OF STORM SYSTEM CAN ADEQUATELY CONVEY THE POST-DEVELOPMENT FLOWS FROM THE DEVELOPMENT ASSOCIATED PARKING AND UTILITIES. THE PROPOSED IMPROVEMENTS INCLUDE THE CONSTRUCTION OF A NEW RESTAURANT, DRIVE THRU LANES, ASSOCIATED UTILITIES AND, MODIFICATIONS TO THE EXISTING NUTRIENT OFFSET CREDITS TO ENSURE THAT THERE IS NO DEGRADATION TO THE STORMWATER QUALITY CAUSED BY THE DEVELOPMENT OF THIS SITE. AREA TO A POINT OF ANALYSIS WHICH IS LESS THAN 1% OF THE TOTAL CONTRIBUTING DRAINAGE AREA, BOTH CHANNEL PROTECTION AND FLOOD PROTECTION REQUIREMENTS HAVE BEEN MET. SINCE BOTH FLOOD DWG EDITION SW0 PARKING AREA, AND OTHER ASSOCIATED SITE FEATURES. PROTECTION AND CHANNEL PROTECTION REQUIREMENTS HAVE BEEN SATISFIED, ALL STORMWATER WATER QUANTITY REQUIREMENTS WILL BE MET BY ANALYZING THE EXISTING DOWNSTREAM SYSTEM WHICH QUANTITY REQUIREMENTS HAVE BEEN MET AND NO FURTHER ANALYSIS OR CALCULATIONS ARE REQUIRED. EXISTING CONDITIONS DRAINS TO THE POINT OF ANALYSIS, POI #1. THE SITE RUNOFF ENTERS THE EXISTING DUAL 6'X6' STORM CULVERT, FLOWING TO THE INTERSECTION OF EMMET STREET AND BARRACKS ROAD. AT THIS POINT OF BEST MANAGEMENT PRACTICES NARRATIVE THE EXISTING PROPERTY IS CURRENTLY DEVELOPED AS AN EXISTING DRIVE-THRU RESTAURANT WITH ANALYSIS, THE CONTRIBUTING DRAINAGE AREA FROM THE SUBJECT SITE (0.80 AC) IS LESS THAN 1% OF THE ASSOCIATED PARKING, UTILITIES, AND LANDSCAPING. THE EXISTING RUNOFF FLOWS INTO EXISTING STORM TOTAL WATERSHED AREA (96.0 ACRES), THEREFORE SATISFYING THE LIMIT OF ANALYSIS FOR CHANNEL AND SINCE THE SUBJECT SITE IS A REDEVELOPED SITE, WATER QUALITY REQUIREMENTS WERE CALCULATED INLETS THROUGHOUT THE SITE WHICH CONVEY THE DRAINAGE TO AN EXISTING DUAL 6' X 6' STORM BOX FLOOD PROTECTION. USING THE VIRGINIA RUNOFF REDUCTION METHOD (VRRM) RE DEVELOPMENT SPREADSHEET. USING THIS CULVERT THAT RUNS SOUTHEAST TO NORTHEAST OF THE SITE. THIS DUAL BOX CULVERT CONTINUES THROUGH BARRACKS ROAD SHOPPING CENTER, PASSES UNDER THE INTERSECTION OF EMMET STREET AND PLEASE SEE SHEET PS-1.2 FOR DRAINAGE MAPS SHOWING THE TOTAL WATERSHED AREA. SPREADSHEET, IT WAS DETERMINED THAT THE DEVELOPMENT OF THIS SITE WOULD REQUIRE THE TREATMENT OF A TOTAL OF 0.20 LB/YR OF PHOSPHORUS REMOVAL. THE REMOVAL REQUIREMENT WILL BE Job No. : V176502 BARRACKS ROAD, AND ULTIMATELY OUTFALLS TO MEADOWBROOK CREEK WHICH FLOWS TO THE JAMES RIVER. SINCE THE CHANGE IN RUNOFF COEFFICIENT FROM PRE-DEVELOPMENT TO POST-DEVELOPMENT CONDITIONS MET THROUGH THE PURCHASE OF NUTRIENT CREDITS. BECAUSE THE DEVELOPER SHALL PURCHASE AN AMOUNT OF CREDITS WITHIN THE SITE'S WATERSHED EQUIVALENT TO THE REQUIRED REMOVAL AMOUNT, ALL Store : #4332 PROPOSED IMPROVEMENTS IS SO MINOR, THE AMOUNT OF INCREASED RUNOFF TO THE POINT OF ANALYSIS IS CONSIDERED TO BE NEGLIGIBLE. THEREFORE, TO ANALYZE THE ADEQUACY OF THE EXISTING UNDERGROUND CULVERT AT POI STORMWATER QUALITY REQUIREMENTS FOR THIS PROJECT HAVE BEEN MET AND NO FURTHER ANALYSIS IS REQUIRED. Date : 1/8/2020 #1, THE FOLLOWING FLOW RATES FROM USGS STREAMSTATS DATA WERE UTILIZED: THE PURPOSE OF THIS PROJECT IS TO DEMOLISH THE EXISTING BUILDING AND CONSTRUCT A NEW RESTAURANT, DRIVE-THRU LANES, AND ASSOCIATED UTILITIES AND SITE FEATURES, INCLUDING THE URBAN PEAK-FLOW RATES BASED ON A 94.9%-DEVELOPED REGION FROM USGS: CONCLUSION Drawn By : JOC MODIFICATIONS TO THE EXISTING PARKING AREA. THE PROPOSED DISTURBANCE AREA IS 0.80 ACRES. 1-YEAR FLOW = 228 CFS SINCE CHANNEL AND FLOOD PROTECTION REQUIREMENTS HAVE BEEN MET AND THE AMOUNT OF NUTRIENT CREDITS PROPOSED TO BE PURCHASED MEETS THE THE VRRM REQUIREMENTS; IT IS THE OPINION OF THE Checked By : RTY ENGINEER THAT ALL STORMWATER REQUIREMENTS HAVE BEEN MET FOR THIS SITE. 2-YEAR FLOW = 256 CFS Sheet 10-YEAR FLOW = 405 CFS ADEQUATE OUTFALL NARRATIVE PS-1.1 THE EXISTING ONSITE STORMWATER PIPES OUTFALL TO AN EXISTING DOWNSTREAM UNDERGROUND CULVERT. SINCE THE EXISTING UNDERGROUND CULVERT CAN ADEQUATELY CONVEY FLOW IN THE POST-DEVELOPED CONDITION AT THE POINT OF ANALYSIS, THE OUTFALL POINT IS CONSIDERED ADEQUATE. H:\17\V176502\DRAWINGS\PLAN SETS\V176502-SW0-1.DWG PRINTED BY: JNICE 6.15.20 @ 6:02 PM LAST SAVED BY: JNICE KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. Revisions: Mark Date By 1 4/2/2020 RTY Mark Date By 2 6/15/2020 RTY Mark Date By RYAN YAUGER NUTRIENT CREDIT AVAILABILITY LETTER DRAINAGE AREA TO POI 1 Lic. No.0402056625 0.15 SQ. MILES = 96.0 AC 6/15/2020 PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE TRANSPORTATION SERVICES SUBJECT SITE VRRM SPREADSHEET SUMMARY NORTHERN VIRGINIA TM CENTRAL VIRGINIA SITE CIVIL AND CONSULTING ENGINEERING STM EX-4 SOUTH FLORIDA CHARLOTTE, NC RALEIGH, NC STM A-2 TAMPA, FL LOW STM A-1 STM EX-3 STM EX-0 STM EX-1 SUSTAINABLE DESIGN PERMITTING SERVICES STM SOUTHERN MARYLAND REHOBOTH BEACH, DE EX-2 SOUTHEASTERN, PA LEHIGH VALLEY, PA CHD=418.25' CHB=S34°54'40"W L=418.93' PHILADELPHIA, PA Δ=011°17'00" R =2127.31' BALTIMORE, MD 14.98' CHD=2 35"W 26°22' CHB=S L=215.07' °47'10" Δ=00529 68 ' . R=21 UPSTATE NEW YORK NEW YORK METRO NEW ENGLAND NEW YORK, NY NEW JERSEY LAND SURVEYING BOSTON, MA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@ BohlerEng.com STORE POI #1 DRAINAGE AREA MAP #4332 BARRACKS ROAD SHOPPING CENTER 1000 EMMET STREET N CHARLOTTESVILLE, VA SHEET TITLE SWM AND BMP COMPUTATIONS DWG EDITION SW0 Job No. : V176502 Store : #4332 Date : 1/8/2020 Drawn By : JOC Checked By : RTY Sheet PS-1.2 C:\USERS\DREARDON\APPDATA\LOCAL\TEMP\ACPUBLISH_17280\V176502-SW0-1.DWG PRINTED BY: DREARDON 6.16.20 @ 6:23 PM LAST SAVED BY: DREARDON NUTRIENT CREDIT BANK DEQ APPROVAL LETTER POI #1 DRAINAGE AREA REPORT POI #1 FLOW VALUES 10 YEAR STORM COMPUTATIONS From To Drain. Runoff CA Inlet Rainfall Q Invert Elev. Length Slope Dia. n Capacity Velocity Flow Time Q/ V/ Vfull Remarks Point Point Area Coeff. Incr. ∑ Time Intensity Incr. Known ∑ Upper Lower Incr. ∑ Qfull Vfull (acres) C (min) (in/hr) (cfs) (cfs) (cfs) (ft) (ft) (ft) (%) (in) (cfs) (fps) (min) (min) rev5/29 EX-4 A-1 0.08 0.85 0.07 0.07 5.00 6.64 0.46 10.00 10.46 465.41 464.43 63.61 1.54% 18 0.013 13.07 8.17 0.13 5.13 0.80 1.10 7.40 Assumed 80% Full A-1 EX-3 – – – 0.27 5.13 6.61 – – 11.78 464.43 463.93 32.24 1.55% 18 0.013 13.12 8.39 0.06 5.19 0.90 1.13 7.42 EX-3 EX-1 0.08 0.90 0.07 0.34 5.19 6.59 0.46 – 12.24 455.48 448.97 76.57 8.50% 24 0.013 66.14 15.73 0.08 5.27 0.19 0.75 21.05 EX-2 EX-1 0.14 0.90 0.13 0.13 5.00 6.64 0.86 405.00 405.86 449.41 448.97 121.00 0.36% 144 0.013 1625.96 11.93 0.17 5.17 0.25 0.83 14.38 Dual 6'x6' Culvert EX-1 EX-0 0.59 0.90 0.53 1.00 5.27 6.57 3.48 – 421.57 448.97 447.62 151.07 0.89% 144 0.013 2548.91 16.16 0.16 5.43 0.17 0.72 22.54 Dual 6'x6' Culvert A-2 A-1 0.24 0.85 0.20 0.20 5.00 6.64 1.33 – 1.33 464.95 464.43 26.27 1.98% 15 0.013 9.11 5.08 0.09 5.09 0.15 0.68 7.43 10 YEAR HGL COMPUTATIONS KNOW WHAT'S BELOW Structure Outlet Do Qo Lo Sfo Hf Final Inlet Flow Inlet Pre-Cast Junction Remarks ALWAYS CALL 811 JUNCTION LOSS BEFORE YOU DIG No. WSE H WSE Line Shaping Structure Loss It's fast. It's free. It's the law. (in) (%) Vo Ho Qi Vi Qi · Vi Vi^2/2g Hi Angle K Hd Ht 1.3 Ht 0.5 Ht Elev. Reduction rev5/29 EX-3 458.19 24 12.24 76.57 0.29% 0.22 15.73 0.96 11.78 8.39 98.89 1.10 0.38 43 0.41 0.45 1.79 – 0.89 1.12 459.31 468.53 Yes – Yes Revisions: A-1 465.13 18 11.78 32.24 1.26% 0.41 8.39 0.27 10.46 8.17 85.43 1.04 0.36 90 0.70 0.73 1.36 – 0.68 1.09 466.22 469.13 Yes Yes Yes Mark Date By EX-4 466.22 18 10.46 63.61 0.99% 0.63 8.17 0.26 0.26 – 0.13 0.76 466.98 469.59 Yes – Yes 1 4/2/2020 RTY EX-1 457.22 144 421.57 151.07 0.02% 0.04 16.16 1.01 405.86 11.93 4842.97 2.21 0.77 5 0.03 0.07 1.86 – 0.93 0.97 458.19 466.92 Yes – Yes EX-2 458.57 144 405.86 121.00 0.02% 0.03 11.93 0.55 0.55 – 0.28 0.30 458.87 466.95 Yes – Yes Mark Date By A-2 466.22 15 1.33 26.27 0.04% 0.01 5.08 0.10 0.10 0.13 0.07 0.08 466.29 468.50 Yes Yes Yes 2 6/15/2020 RTY 10 YEAR INLET COMPUTATIONS Mark Date By Inlet DA C I Q Qb Qt S Sx n T W Sw On Grade Inlets Only Sag Inlets Only Remarks No. Type Length Drain Runoff Inten Incr. Carry Accum. Gutter Pvmt Spread Gutter W Gutter Sw Eo a S'w Se=Sx Lt,Comp. L,Spec L E Qi Qb Down Qi d h d Ts Area Coeff- -sity Flow -over Flow Slope Cross On Width / Cross / (App. =a/ + S'w Length -ified / Eff. Int'x Byp. Stream Int'x Depth / Spread icient Flow Slope Grade T Slope Sx 9C-8) (12W) (Eo) (9C-17) Length Lt (9C-18) Flow Flow Str. Flow h In Sag (ft) (acres) (in/hr) (cfs) (cfs) (cfs) (%) (%) (ft) (ft) (%) (in) (%) (%) (ft) (ft) (cfs) (cfs) (cfs) (ft) (ft) (ft) rev5/29 A2 #N/A 6 #N/A #N/A #N/A – – – 1.00 2.00 0.015 – 2.00 8.33 3.52 – – – – – 0.46 – – In Sag RYAN YAUGER Lic. No.0402056625 10 YEAR HEADWATER COMPUTATIONS 6/15/2020 PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE TRANSPORTATION SERVICES Structure DA C I Q Head Rim / Invert 10 Yr Remarks No. Type Drainage Runoff Intensity 10 Yr Flow Water Elevation WSE rev 5/29 16:30 NORTHERN VIRGINIA TM CENTRAL VIRGINIA Area SITE CIVIL AND CONSULTING ENGINEERING Coefficient SOUTH FLORIDA CHARLOTTE, NC RALEIGH, NC (ac) (in/hr) (cfs) (ft) (ft) (ft) TAMPA, FL EX-1 Ex. Grate Inlet 0.59 0.90 6.64 3.53 0.40 Rim 466.92 467.32 EX-2 Ex. Grate Inlet 0.14 0.90 6.64 0.84 0.18 Rim 466.95 467.13 SUSTAINABLE DESIGN PERMITTING SERVICES SOUTHERN MARYLAND EX-3 Ex. Grate Inlet 0.08 0.90 6.64 0.48 0.18 Rim 468.53 468.71 REHOBOTH BEACH, DE 480 480 SOUTHEASTERN, PA LEHIGH VALLEY, PA PHILADELPHIA, PA BALTIMORE, MD NOTES: 1. HEADWATER COMPUTATIONS ARE BASED ON 50% CLOGGING IN GRATE INLETS. UPSTATE NEW YORK ROOF DRAIN SCHEDULE NEW YORK METRO NEW ENGLAND NEW YORK, NY NEW JERSEY LAND SURVEYING BOSTON, MA STM STM Invert Elev. Length Slope Dia. Material A2 A1 Pipe From To Upper Lower PROP. GRADE (ft) (ft) (ft) (%) (in) 470 470 RD-01 CO-01 A-2 465.25 465.05 20.00 1.00% 6 PVC RD-03 CO-03 CO-01 465.55 465.25 32.10 0.93% 6 PVC RD-05 CO-05 CO-03 465.87 465.55 34.50 0.93% 6 PVC 28 BLACKWELL PARK LANE, SUITE 201 RD-06 CO-06 CO-05 466.02 465.87 14.20 1.06% 6 PVC WARRENTON, VIRGINIA 20186 26.27' - Phone: (540) 349-4500 RD-07 CO-07 CO-06 466.62 466.02 66.70 0.90% 6 PVC 15" RCP Fax: (540) 349-0321 @ 1.98% VA@ BohlerEng.com RD-08 CO-08 CO-07 466.73 466.62 10.30 1.07% 6 PVC RD-09 CO-09 CO-08 466.79 466.73 5.80 1.03% STORE RD-10 CO-10 CO-09 466.80 466.79 1.00 1.00% 6 PVC 460 460 #4332 BARRACKS ROAD RD-02 CO-02 CO-01 465.35 465.25 6.80 1.47% 6 PVC SHOPPING CENTER RD-04 CO-04 CO-03 465.65 465.55 6.80 1.47% 6 PVC 1000 EMMET STREET N CHARLOTTESVILLE, VA RD-11 CO-11 CO-06 466.15 466.02 11.10 1.17% 6 PVC SHEET TITLE 450 450 STORM RD-12 CO-12 CO-11 466.22 466.15 6.00 1.17% 6 PVC COMPUTATIONS PROP DOGHOUSE MH-1; HGT (4.72') AND RD-13 CO-13 CO-12 466.25 466.22 1.50 2.00% 6 PVC PROFILES DWG EDITION SW0 INV OUT 464.95 (15") A1 PROP DI-1; HGT (4.05') INV IN 464.43 (15") A2 RD-14 CO-14 EX. GRATE 465.62 465.30 23.00 1.39% 6 PVC RD-15 CO-15 CO-14 465.78 465.62 31.78 0.50% 6 PVC RIM 469.00 RIM 469.15 RD-16 BLDG CO-15 465.80 465.78 3.74 0.53% 6 PVC 10+26.27 10+00 RD-17 CO-16 CO-14 465.78 465.62 19.14 0.84% 6 PVC Job No. : V176502 RD-18 BLDG CO-16 465.80 465.78 3.74 0.53% 6 PVC Store : #4332 Date : 1/8/2020 Drawn By : JOC 10+00 10+50 Checked By : RTY DUAL CULVERT CAPACITY COMPUTATION Sheet PROPOSED STORM PROFILE - STM A2 TO STM A1 SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL PS-1.3 C:\USERS\DREARDON\APPDATA\LOCAL\TEMP\ACPUBLISH_17280\V176502-SW0-1.DWG PRINTED BY: DREARDON 6.16.20 @ 6:24 PM LAST SAVED BY: DREARDON KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. Revisions: Mark Date By 1 4/2/2020 RTY Mark Date By 2 6/15/2020 RTY Mark Date By RYAN YAUGER Lic. No.0402056625 6/15/2020 TRANSPORTATION SERVICES LANDSCAPE ARCHITECTURE NORTHERN VIRGINIA TM CENTRAL VIRGINIA SOUTH FLORIDA CHARLOTTE, NC RALEIGH, NC TAMPA, FL SITE CIVIL AND CONSULTING ENGINEERING SOUTHERN MARYLAND REHOBOTH BEACH, DE SOUTHEASTERN, PA LEHIGH VALLEY, PA PHILADELPHIA, PA PROGRAM MANAGEMENT PERMITTING SERVICES BALTIMORE, MD UPSTATE NEW YORK NEW YORK METRO NEW ENGLAND NEW YORK, NY NEW JERSEY BOSTON, MA SUSTAINABLE DESIGN LAND SURVEYING 470 470 470 470 470 470 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@ BohlerEng.com STORE COVER COVER 3' 3' PROP. 4" SCHD 40 PVC PROP. TELEPHONE LINE PROP. METER BOX #4332 3.0' MIN. COVER PROP. 2" MUNICIPEX BARRACKS ROAD MIN. 1' 1' MIN. SHOPPING CENTER START TELEPHONE IN ROW CONNECTION TO EXISTING CONNECTION TO EXISTING 460 460 460 460 460 460 1000 EMMET STREET N START ELEC. IN ROW PROP. 2" CORP STOP PROP. 1.5" METER 8" GAS LINE X-ING TRANSFORMER TRANSFORMER CHARLOTTESVILLE, VA CONNECTION STA ±10+27 STA 10+00 STA 10+00 STA 10+16 STA 10+16 PROP. W/L STA 10+00 STA 10+82 STA 10+87 SHEET TITLE WATER AND UTILITY INFORMATION 10+00 10+50 10+00 10+50 10+00 10+50 11+00 DWG EDITION SW0 PROPOSED ELECTRIC LINE PROFILE PROPOSED TELEPHONE LINE PROFILE PROPOSED WATERLINE A SCALE: 1"= 50 ' HORIZONTAL SCALE: 1"= 50 ' HORIZONTAL SCALE: 1"= 50 ' HORIZONTAL 1"= 5 ' VERTICAL 1"= 5 ' VERTICAL 1"= 5 ' VERTICAL Job No. : V176502 Store : #4332 Date : 1/8/2020 Drawn By : JOC Checked By : RTY NOTE: Sheet PS-1.4 1. THE PEAK HOUR DEMAND FOR THE 1.5" WATER METER HAS BEEN ESTIMATED TO BE 4,500 GPD H:\17\V176502\DRAWINGS\PLAN SETS\V176502-PPU-1.DWG PRINTED BY: JNICE 6.15.20 @ 6:03 PM LAST SAVED BY: JNICE LANDSCAPE SCHEDULE KEY QTY. BOTANICAL NAME COMMON NAME CAL. / HT. CONT. 20 YR CANOPY TOTAL CANOPY SHADE TREES ARA 3 ACER RUBRUM 'ARMSTRONG' ARMSTRONG COLUMNAR RED MAPLE 2 1/2-3" CAL. / 10-12' B+B 177 531 E PLO 3 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 2 1/2-3" CAL. / 10-12' B+B 1,253 3,759 E E E E E QPH 1 QUERCUS PHELLOS WILLOW OAK 2 1/2-3" CAL. / 10-12' B+B 370 370 QRF 3 QUERCUS ROBUR 'FASTIGIATA' PYRAMIDAL ENGLISH OAK 2 1/2-3" CAL. / 10-12' B+B 329 987 STM E EX-4 ZS 3 ZELKOVA SERRATA JAPANESE ZELKOVA 2 1/2-3" CAL. / 10-12' B+B NA NA SUBTOTAL: 13 SUBTOTAL 5,647 #1 ZS E ORNAMENTAL TREES LOD LOD LOD AG 2 ACER GINNALA AMUR MAPLE 1 1/2 - 2" CAL. / 6-8' B+B 206 412 471 LOD LOD LOD LOD LOD LOD D LOD LOD LOD LO LOD LO 470 LOD MFB 3 MALUS FLORIBUNDA JAPANESE FLOWERING CRABAPPLE 1 1/2 - 2" CAL. / 6-8' B+B 75 225 D D LOD LOD LO SUBTOTAL: 5 SUBTOTAL 637 E LOW D LO LOD DECIDUOUS SHRUBS LOD 469 469 CSF 8 CORNUS SERICEA 'FLAVIRAMEA' YELLOW TWIG DOGWOOD 24-30" HT. & SPREAD #3 CAN 72 576 E LOW #7 DG 6 DEUTZIA GRACILIS SLENDER DEUTZIA 24-30" HT. & SPREAD #3 CAN 10 60 KNOW WHAT'S BELOW LOW IV ALWAYS CALL 811 LOD G G IV 7 ITEA VIRGINICA 'HENRY'S GARNET' GARNET SWEETSPIRE 24-30" HT. & SPREAD #3 CAN 16 112 BEFORE YOU DIG LOD WL WL SUBTOTAL: 21 SUBTOTAL 748 47WL 0 It's fast. It's free. It's the law. E ET ET ET LOW LOW G Revisions: LOD EVERGREEN SHRUBS LOD E 469 ICBUR 6 ILEX CORNUTA 'BURFORDII' BURFORD HOLLY 24-30" HT. & SPREAD #3 CAN 14 84 Mark Date By WL E TE IGS 7 ILEX GLABRA 'SHAMROCK' SHAMROCK INKBERRY HOLLY 24-30" HT. & SPREAD #3 CAN 23 161 4/2/2020 RTY LOW MODIFIED SE MED 1 LOW RGPW 9 RHODODENDRON X GIRARD 'GIRARD PLEASENT WHITE' GIRARD PLEASENT WHITE AZALEA 24-30" HT. & SPREAD #3 CAN 6 54 LOD G #2 4,588± SF WISE STREET LOD E TH 9 TAXUS MEDIA 'HICKSII' HICKS YEW 24-30" HT. & SPREAD #3 CAN 3 27 SL PLO WL 36 PARKING SPACES E TE STM SUBTOTAL: 31 SUBTOTAL 326 LOW EX-3 17 STACKING SPACES LOW TOTAL 7,358 Mark Date By LOD G FFE: 469.80 LOD E 2 6/15/2020 RTY SL WL E TE CITY OF CHARLOTTESVILLE- LANDSCAPING REQUIREMENTS LOW LOW LOD G STM LOD E EX-0 SECTION REQUIREMENTS CALCULATIONS/PROPOSED WL Mark Date By E TE 20 YEAR TREE COVER CANOPY 20 YEAR TREE COVER CANOPY LOW LOW 1. TOTAL SITE AREA: 34,877 SF LOD (6) EXISTING TREE TO REMAIN 1. WITHIN ALL ZONING DISTRICTS OTHER THAN G THOSE SPECIFICALLY REFERENCED WITHIN LOD E E 2. REQUIREMENT: 10% PARAGRAPH (A), ABOVE, TREE COVER SHALL 46WL 9 E TE #8 BE PROVIDED TO THE EXTENT THAT, AT SECTION 3. CANOPY AREA: 34,877 SF X 10% = 3,488 SF REQUIRED LOW TWENTY (20) YEARS, MINIMUM TREE CANOPIES CSF LOW 34-869 OR COVERS WILL BE PROVIDED (RELATIVE TO LOD E G TREE COVER 1. CANOPY AREA: 7,358 SF (21.10%) PROVIDED THE GROSS AREA OF THE DEVELOPMENT LOD E SITE) AS FOLLOWS: WL 469 E TE W L LOW E 1.1. TEN (10) PERCENT CANOPY FOR A LOW DEVELOPMENT SITE ZONED FOR BUSINESS, LOD G COMMERCIAL OR INDUSTRIAL USE LOD E 469 WL ET E #6 RYAN YAUGER E WL PARKING LOTS ADJACENT TO OTHER PARKING LOTS (A) SOUTHEAST PROPERTY (EMMET ST. US RTE. 29) 468 STM 467 LOW DG EX-1 LOW 1. STREETSCAPE TREES SHALL BE PLANTED WITH 1. PROPERTY LINE LENGTH: 167 LF Lic. No.0402056625 LOD G ET 46#18 EVEN SPACING IN A ROW, AT INTERVALS LOD 469 E E 2. REQUIREMENT: (1/25) x 167 LF = 7 TREES REQUIRED 46 SUFFICIENT TO ALLOW FOR THEIR HEALTHY 6/15/2020 WL LOD LOD 467 LOD 8 PLO E GROWTH AND DEVELOPMENT. WL ET 3. ADJACENT PARKING LENGTH: 154 LF LOD 1.1. ONE (1) LARGE TREE SHALL BE REQUIRED LOD G E FOR EVERY FORTY (40) FEET OF ROAD 4. REQUIREMENT: (1/15) X 154 SF = 11 TREES REQUIRED LOD TRANSPORTATION SERVICES LANDSCAPE ARCHITECTURE LOD E #1 FRONTAGE, OR PORTION THEREOF, IF WL QPH NORTHERN VIRGINIA ET TWENTY-FIVE (25) FEET OR MORE; OR, 5. TOTAL: 18 TREES WL TM LOD CENTRAL VIRGINIA LOD LOD SOUTH FLORIDA CHARLOTTE, NC RALEIGH, NC STM 1.2. WHERE PERMITTED, ONE (1) MEDIUM TREE LOD E TAMPA, FL E G 1. PROVIDED: 1 EX. + 11 PROP. = 12 TREES PROVIDED WL EX-2 LOW WL WL WL #2 SHALL BE REQUIRED FOR EVERY LOD LOW SECTION 468 @2 TWENTY-FIVE (25) FEET OF ROAD FRONTAGE, TE ZS WL "@" INDICATES PLANT MATERIAL UTILIZED TO FULFILL REQUIREMENT @7 34-870 W 46 @9 @6 AG OR PORTION THEREOF, IF TWENTY (20) FEET L @9 SITE CIVIL AND CONSULTING ENGINEERING 7 E IGS RGPW ICBUR STREETSCAPE OR MORE. TH TREES E EXISTING TREE TO REMAIN LOW LOW LOW LOD SOUTHERN MARYLAND REHOBOTH BEACH, DE E BUFFER G WL 1.3. WHERE REQUIRED ALONG THE EDGE OF A ±15.3' YARD SOUTHEASTERN, PA LOD LEHIGH VALLEY, PA E PHILADELPHIA, PA PARKING LOT (AS SET FORTH WITHIN SECTION PROGRAM MANAGEMENT TE @3 WL PERMITTING SERVICES BALTIMORE, MD 34-873, ONE (1) LARGE TREE SHALL BE E MFB E 468 LOD REQUIRED FOR EVERY FIFTEEN (15) FEET OF 467 STREET FRONTAGE. 465 G LOD LOD LOD LOD LOD LOD LOD 1.4. THERE SHALL BE A MINIMUM DISTANCE OF TE WL LOD THIRTY (30) FEET BETWEEN A LARGE AND UPSTATE NEW YORK LOD MEDIUM TREE PLANTED ADJACENT TO ONE NEW YORK METRO LOD D ANOTHER. FLOWERING UNDERSTORY TREES NEW ENGLAND LO NEW YORK, NY LOD LOD G NEW JERSEY LOD BOSTON, MA LOD SHALL BE PLANTED IN GROUPS; THERE SHALL @3 SUSTAINABLE DESIGN T E BE A MINIMUM DISTANCE OF FIFTY (50) FEET QRF @3 WL LAND SURVEYING ARA LOD BETWEEN SUCH GROUPS. LOD LOD A PARKING LOT STREET BUFFER (A) SOUTHEAST PROPERTY (EMMET ST. US RTE. 29) G LOD 167 LF SOUTHEAST PROPERTY LINE 1. BUFFER YARD: 10' REQUIRED 1. A CONTINUOUS LANDSCAPED BUFFER TEN (10) 154 LF ADJACENT PARKING LOT WL EMMET STREET - US RTE. 29 FEET IN WIDTH SHALL BE ESTABLISHED 2. ADJACENT PARKING LENGTH: 154 LF LOD BETWEEN THE EDGE OF A PARKING LOT AND ANY ADJACENT PUBLIC RIGHT-OF-WAY. IF LODG 20 10 5 0 20 RIGHT-OF-WAY IMPROVEMENTS ARE REQUIRED 3. SHRUBS : (3/15) X 154 SF = 31 SHRUBS REQUIRED 28 BLACKWELL PARK LANE, SUITE 201 G G WITHIN SUCH FRONTAGE, THEN A CONTINUOUS WL G G WARRENTON, VIRGINIA 20186 G G G LANDSCAPED BUFFER HAVING AN AVERAGE Phone: (540) 349-4500 1. BUFFER YARD: ±15' PROVIDED LOD 1"= 20' WIDTH OF TEN (10) FEET MAY BE PROVIDED. Fax: (540) 349-0321 VA@ BohlerEng.com 2. SHRUBS: 31 SHRUBS PROVIDED LOD 2. THE REQUIRED BUFFER SHALL CONSIST OF S-3 SCREEN MATERIALS ("STREET PLANTINGS"), OTHER THAN TREES, BUT SHALL NOT INCLUDE "@" INDICATES PLANT MATERIAL UTILIZED TO FULFILL REQUIREMENT STORE ANY PLANTINGS OF A SIZE OR MATERIAL THAT WILL OBSTRUCT ANY REQUIRED SIGHT #4332 DISTANCES. THE LANDSCAPED BUFFER SHALL BARRACKS ROAD STM EX-4 INCLUDE AT LEAST THREE (3) STREET #1 PLANTINGS FOR EVERY FIFTEEN (15) FEET OF ZS FRONTAGE, SPACED AT INTERVALS OF NOT MORE THAN FOUR (4) FEET. ALL PLANTINGS SHOPPING CENTER #7 SHALL HAVE A MINIMUM HEIGHT OF EIGHTEEN (18) INCHES WHEN PLANTED. PLANTINGS SHALL 1000 EMMET STREET N CHARLOTTESVILLE, VA LOW BE EVENLY SPACED IN A ROW, AT INTERVALS IV SUFFICIENT TO ALLOW FOR THEIR HEALTHY GROWTH AND DEVELOPMENT SHEET TITLE LOW INTERIOR PARKING LOT LANDSCAPING INTERIOR PARKING LOT LANDSCAPE AREA LOW 1. PARKING LOT AREA: 20,711 SF 1. IN ADDITION TO THE OTHER APPLICABLE #2 REQUIREMENTS OF THIS SECTION, AN AREA LANDSCAPE PLAN PLO 2. REQUIREMENT: 5% LOW STM EX-3 EQUAL TO FIVE (5) PERCENT OF THE GROSS AREA OF A PARKING LOT SHALL BE LOW 3. LANDSCAPE AREA: 20,711 SF X 5% = 1,036 SF REQUIRED SECTION LANDSCAPED WITH TREES OR SHRUBS 34-873 PARKING LOTS ("INTERIOR LANDSCAPED AREA"). 1. LANDSCAPE AREA: 1,568 SF (7.57%) PROVIDED DWG EDITION LP0 1.1. NO INTERIOR LANDSCAPED AREA SHALL BE LOW SCREENING AND #8 INTERIOR LESS THAN ONE HUNDRED FORTY-FIVE (145) LOW CSF INTERIOR PARKING LOT LANDSCAPING LANDSCAPING SQUARE FEET, OR HAVE A WIDTH OF LESS THAN NINE (9) FEET. 1. PARKING SPACES: 50 SPACES 1.2. PLANTINGS IMMEDIATELY ADJACENT TO (I.E., 2. REQUIREMENT: LOW WITHIN FIFTEEN (15) FEET) A BUILDING SHALL Job No. : V176502 LOW #6 STM NOT BE COUNTED TOWARD INTERIOR TREES: (1/8) X 50 = 6 REQUIRED DG EX-1 LANDSCAPING. SHRUBS: (3/8) X 50 = 19 REQUIRED 2. INTERIOR LANDSCAPED AREAS SHALL 1. PROVIDED: Store : #4332 #1 PLO #1 CONSIST OF AT LEAST ONE (1) TREE, AND AT LEAST THREE (3) SHRUBS, PER EIGHT (8) TREES: 7 PROVIDED Date : 1/8/2020 SHRUBS: 21 PROVIDED STM EX-2 QPH #2 PARKING SPACES OR PORTION THEREOF. INTERIOR LANDSCAPED AREAS WITH AN AREA "#" INDICATES PLANT MATERIAL UTILIZED TO FULFILL REQUIREMENT Drawn By : JOC ZS OF LESS THAN 300 SQUARE FEET SHALL BE LEGEND LOW LOW PLANTED WITH AT LEAST ONE (1) MEDIUM Checked By : RTY TREE; THOSE HAVING AN AREA OF 300 SQUARE FEET OR MORE SHALL CONTAIN AT LEAST ONE (1) LARGE TREE, OR TWO (2) Sheet MEDIUM TREES. PARKING LOT AREA 3. INTERIOR LANDSCAPING SHALL BE PLACED IN 40 20 10 0 40 REASONABLY DISPERSED PLANTING ISLANDS. WHEN SCREENING IS REQUIRED ALONG THE FRONTAGE OF PUBLIC STREETS, THE DIRECTOR SHALL DETERMINE IF THE STREET L-1.0 PARKING LOT LANDSCAPE AREA 1"= 40' TREE REQUIREMENT HAS BEEN MET. H:\17\V176502\DRAWINGS\PLAN SETS\V176502-LP0-1.DWG PRINTED BY: JNICE 6.15.20 @ 6:03 PM LAST SAVED BY: JNICE 1. SCOPE OF WORK: 9. PLANTING THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING, FINISHED GRADING, SOIL A. INSOFAR THAT IT IS FEASIBLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. IN THE EVENT ONLY TREES WITH ONE MAIN LEADER PREPARATION, PERMANENT SEEDING OR SODDING, PLANTING AND MULCHING INCLUDING ALL LABOR, MATERIALS, THAT THIS IS NOT POSSIBLE, LANDSCAPE CONTRACTOR SHALL PROTECT UNINSTALLED PLANT MATERIAL. SHALL BE PURCHASED. DO NOT PRUNE TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT, UNLESS OTHERWISE CONTRACTED BY PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY. PLANTS TREE AT PLANTING UNLESS DIRECTED THE GENERAL CONTRACTOR. THAT WILL NOT BE PLANTED FOR A PERIOD OF TIME GREATER THAN THREE DAYS SHALL BE HEALED IN WITH TO BY PROJECT LANDSCAPE TOPSOIL OR MULCH TO HELP PRESERVE ROOT MOISTURE. ARCHITECT 2. MATERIALS DO NOT STAKE OR FOLD BURLAP AWAY FROM TOP OF A. GENERAL - ALL HARDSCAPE MATERIALS SHALL MEET OR EXCEED SPECIFICATIONS AS OUTLINED IN THE STATE B. PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN WRAP TRUNK ROOT BALL DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS. WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE. PLANTS SHALL NOT BE INSTALLED IN TOPSOIL THAT IS IN A MUDDY OR FROZEN CONDITION. B. TOPSOIL - NATURAL, FRIABLE, LOAMY SILT SOIL HAVING AN ORGANIC CONTENT NOT LESS THAN 5%, A PH RANGE PREPARE WIDTH OF SET ROOT BALL FLUSH TO GRADE OR PLANTING HOLE 6 FT SEVERAL INCHES HIGHER IN BETWEEN 4.5-7.0. IT SHALL BE FREE OF DEBRIS, ROCKS LARGER THAN ONE INCH (1"), WOOD, ROOTS, VEGETABLE C. ANY INJURED ROOTS OR BRANCHES SHALL BE PRUNED TO MAKE CLEAN-CUT ENDS PRIOR TO PLANTING OR TWICE THE WIDTH POORLY DRAINING SOILS. MATTER AND CLAY CLODS. UTILIZING CLEAN, SHARP TOOLS. ONLY INJURED OR DISEASED BRANCHING SHALL BE REMOVED. OF THE ROOT BALL; WHICHEVER IS 4" BUILT-UP EARTH SAUCER C. LAWN - ALL DISTURBED AREAS ARE TO BE TREATED WITH A MINIMUM SIX INCH (6") THICK LAYER OF TOPSOIL, OR D. ALL PLANTING CONTAINERS AND NON-BIODEGRADABLE MATERIALS SHALL BE REMOVED FROM ROOT BALLS GREATER 3" THICK LAYER OF DARK AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, AND SEEDED OR SODDED IN ACCORDANCE WITH THE DURING PLANTING. NATURAL FIBER BURLAP MUST BE CUT FROM AROUND THE TRUNK OF THE TREE AND FOLDED PERMANENT STABILIZATION METHODS INDICATED WITHIN THE SOIL EROSION AND SEDIMENT CONTROL NOTES. DOWN AGAINST THE ROOT BALL PRIOR TO BACKFILLING. BROWN DOUBLE SHREDDED PREPARED SOIL FOR HARDWOOD MULCH 1.1. LAWN SEED MIXTURE SHALL BE FRESH, CLEAN NEW CROP SEED. 1.2. SOD SHALL BE STRONGLY ROOTED, WEED AND DISEASE/PEST FREE WITH A UNIFORM THICKNESS. E. POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE PLANS AND SECURE THE APPROVAL TREES 1 PART PEAT MOSS 1 BEFORE PLANTING ADD 3 TO 4" 1.3. SOD INSTALLED ON SLOPES GREATER THAN 4:1 SHALL BE PEGGED TO HOLD SOD IN PLACE. OF THE LANDSCAPE ARCHITECT PRIOR TO EXCAVATING PITS, MAKING NECESSARY ADJUSTMENTS AS DIRECTED. PART COW MANURE 3 OF WELL-COMPOSTED LEAVES PARTS TOPSOIL OR RECYCLED YARD WASTE TO D. MULCH - THE MULCH AROUND THE PERIMETER OF THE BUILDING SHALL BE A 3" LAYER OF DOUBLE SHREDDED F. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, THE PROPOSED LANDSCAPE, AS SHOWN ON THE BED AND TILL INTO TOP 6" OF BLACK CEDAR MULCH ONLY. ALL OTHER AREAS SHALL BE MULCHED WITH A 3" LAYER OF DOUBLE SHREDDED APPROVED LANDSCAPE PLAN, MUST BE INSTALLED, INSPECTED AND APPROVED BY THE APPROVING AGENCY. PREPARED SOIL. DARK BROWN HARDWOOD BARK MULCH, UNLESS OTHERWISE STATED ON THE LANDSCAPE PLAN. THE APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS FOLLOWS. THE PLANTING OF TREES, SHRUBS, VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE UNDISTURBED 4-6" DEEPER THAN ROOT BALL KNOW WHAT'S BELOW E. FERTILIZER FOLLOWING PLANTING SEASONS: SUBGRADE REMOVE THE TOP 1/3 OF THE WIRE BASKET ALWAYS CALL 811 1.1. FERTILIZER SHALL BE DELIVERED TO THE SITE MIXED AS SPECIFIED IN THE ORIGINAL UNOPENED STANDARD 1.1. PLANTS: MARCH 15 TO DECEMBER 15 IF PRESENT. ANY AND ALL TWINE SHALL BE BEFORE YOU DIG BAGS SHOWING WEIGHT, ANALYSIS AND NAME OF MANUFACTURER. FERTILIZER SHALL BE STORED IN A 1.2. LAWN: MARCH 15 TO JUNE 15 OR SEPT. 1 TO DECEMBER 1 DIG WIDE, SHALLOW HOLE REMOVED FROM THE TREE BEFORE It's fast. It's free. It's the law. WEATHERPROOF PLACE SO THAT IT CAN BE KEPT DRY PRIOR TO USE. WITH TAMPED SIDES BACKFILLING. BURLAP SHALL BE FOLDED 1.2. FOR THE PURPOSE OF BIDDING, ASSUME THAT FERTILIZER SHALL BE 10% NITROGEN, 6% PHOSPHORUS AND G. PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT TAMP SOIL SOLIDLY AROUND BACK INTO PLANTING HOLE 4% POTASSIUM BY WEIGHT. A FERTILIZER SHOULD NOT BE SELECTED WITHOUT A SOIL TEST PERFORMED BY A CERTIFIED SOIL LABORATORY. APPROPRIATE SEASON AT THE MUNICIPALITY'S DISCRETION. CONTRACTOR SHOULD CONTACT APPROVING AGENCY FOR POTENTIAL SUBSTITUTIONS. BASE OF ROOT BALL SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE Revisions: F. PLANT MATERIAL H. FURTHERMORE, THE FOLLOWING TREE VARIETIES ARE UNUSUALLY SUSCEPTIBLE TO WINTER DAMAGE. WITH REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT. Mark Date By 1.1. ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE "AMERICAN STANDARD FOR NURSERY STOCK" (ANSI Z60.1), LATEST EDITION, AS PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE TRANSPLANT SHOCK AND THE SEASONAL LACK OF NITROGEN AVAILABILITY, THE RISK OF PLANT DEATH IS GREATLY INCREASED. IT IS NOT RECOMMENDED THAT THESE SPECIES BE PLANTED DURING THE FALL PLANTING EVERGREEN TREE PLANTING DETAIL 1 4/2/2020 RTY ASSOCIATION. SEASON: 1.2. IN ALL CASES, BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES FOR ANY AND ALL ACER RUBRUM PLATANUS X ACERIFOLIA NOT TO SCALE PLANT MATERIAL. BETULA VARIETIES POPULOUS VARIETIES 1.3. PLANTS SHALL BE LEGIBLY TAGGED WITH THE PROPER NAME AND SIZE. TAGS ARE TO REMAIN ON AT LEAST CARPINUS VARIETIES PRUNUS VARIETIES ONE PLANT OF EACH SPECIES FOR VERIFICATION PURPOSES DURING THE FINAL INSPECTION. CRATAEGUS VARIETIES PYRUS VARIETIES 1.4. TREES WITH ABRASION OF THE BARK, SUN SCALDS, DISFIGURATION OR FRESH CUTS OF LIMBS OVER 1¼", KOELREUTERIA QUERCUS VARIETIES ONLY TREES WITH ONE MAIN LEADER SHALL BE PURCHASED. DO NOT PRUNE TREE PLANTING DETAIL Mark Date By WHICH HAVE NOT BEEN COMPLETELY CALLUSED, SHALL BE REJECTED.PLANTS SHALL NOT BE BOUND WITH LIQUIDAMBER STYRACIFLUA TILIA TOMENTOSA 2 6/15/2020 RTY WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES. LIRIODENDRON TULIPIFERA ZELKOVA VARIETIES TREE AT PLANTING UNLESS DIRECTED NOT TO SCALE 1.5. ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF TO BY PROJECT LANDSCAPE ARCHITECT GROWTH: WELL DEVELOPED BRANCHES, DENSELY FOLIATED, VIGOROUS ROOT SYSTEMS AND BE FREE OF I. PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL. DO NOT STAKE DISEASE, INSECTS, PESTS, EGGS OR LARVAE. THE ROOT BALL SHALL REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE BACKFILLED IN LAYERS WITH OR WRAP TRUNK 1.6. CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX INCHES (6") ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH (4") CALIPER SIZE. THE FOLLOWING PREPARED SOIL MIXED THOROUGHLY: · 1 PART PEAT MOSS FOLD BURLAP AWAY FROM TOP OF ROOT BALL SEEDING SPECIFICATIONS IF THE CALIPER AT SIX INCHES (6") ABOVE THE GROUND EXCEEDS FOUR INCHES (4") IN CALIPER, THE CALIPER SHOULD BE MEASURED AT A POINT 12" ABOVE THE NATURAL GRADE. · 1 PART COMPOSTED COW MANURE BY VOLUME · 3 PARTS TOPSOIL BY VOLUME PREPARE WIDTH OF PLANTING HOLE 6 FT OR SET ROOT BALL FLUSH TO GRADE Mark Date By TWICE THE WIDTH OF 1. MATERIAL: 1.7. SHRUBS SHALL BE MEASURED TO THE AVERAGE HEIGHT OR SPREAD OF THE SHRUB, AND NOT TO THE · 21 GRAMS 'AGRIFORM' PLANTING TABLETS (OR APPROVED EQUAL) AS FOLLOWS: THE ROOT BALL; OR SEVERAL INCHES HIGHER IN LONGEST BRANCH. A) 2 TABLETS PER 1 GALLON PLANT WHICHEVER IS GREATER POORLY DRAINING SOILS. 1.8. TREES AND SHRUBS SHALL BE HANDLED WITH CARE BY THE ROOT BALL. B) 3 TABLETS PER 5 GALLON PLANT 1.1. SEED MIXTURE MUST BE COMPRISED OF THE FOLLOWING VARIETIES AND AT 4" BUILT-UP EARTH SAUCER THE SPECIFIED COMPOSITION: C) 4 TABLETS PER 15 GALLON PLANT 3. GENERAL WORK PROCEDURES D) LARGER PLANTS: 2 TABLETS PER ½" CALIPER OF TRUNK PREPARED SOIL FOR TREES 1.1.1. 80% - TURF TYPE TALL FESCUE SEED 3" THICK LAYER OF DARK BROWN DOUBLE A. CONTRACTOR TO UTILIZE WORKMANLIKE INDUSTRY STANDARDS IN PERFORMING ALL LANDSCAPE 1 PART PEAT MOSS 1.1.2. 10% - KENTUCKY BLUEGRASS SEED SHREDDED HARDWOOD MULCH CONSTRUCTION. THE SITE IS TO BE LEFT IN A CLEAN STATE AT THE END OF EACH WORKDAY. ALL DEBRIS, J. FILL PREPARED SOIL AROUND BALL OF PLANT HALF-WAY AND INSERT PLANT TABLETS. COMPLETE BACKFILL AND 1 PART COW MANURE 1.1.3. 10% - ANNUAL RYE GRASS SEED MATERIALS AND TOOLS SHALL BE PROPERLY STORED, STOCKPILED OR DISPOSED OF. WATER THOROUGHLY. 3 PARTS TOPSOIL 1.2. INSTALLATION RATES: 1.2.1. SEED: LAWN SEED SHOULD BE APPLIED AT A RATE OF 7 LBS/1,000 SF BEFORE PLANTING ADD 3 TO 4" OF WELL-COMPOSTED LEAVES OR 1.2.2. LIME: AGRICULTURAL OR PELLETIZED LIME SHOULD BE APPLIED AT B. WASTE MATERIALS AND DEBRIS SHALL BE COMPLETELY DISPOSED OF AT THE CONTRACTOR'S EXPENSE. DEBRIS K. ALL PLANTS SHALL BE PLANTED SO THAT THE TOP OF THE ROOT BALL, THE POINT AT WHICH THE ROOT FLARE UNDISTURBED RECYCLED YARD WASTE TO BED SPECIFIED RATE ACCORDING TO SOIL ANALYSIS OR 2,000 LBS PER ACRE SHALL NOT BE BURIED, INCLUDING ORGANIC MATERIALS, BUT SHALL BE REMOVED COMPLETELY FROM THE SITE. BEGINS, IS SET AT GROUND LEVEL AND IN THE CENTER OF THE PIT. NO SOIL IS TO BE PLACED DIRECTLY ON TOP SUBGRADE (46 LBS/1,000 SF) IF NO SOIL ANALYSIS IS PERFORMED. OF THE ROOT BALL. AND TILL INTO TOP 6" OF PREPARED SOIL. 1.2.3. FERTILIZER: COMMERCIAL GRADE 12-20-12 SHOULD BE APPLIED AT A 4. SITE PREPARATIONS RATE OF 250 LBS PER PER ACRE (5.8 LBS/ 1,000 SF) A. BEFORE AND DURING PRELIMINARY GRADING AND FINISHED GRADING, ALL WEEDS AND GRASSES SHALL BE DUG OUT BY THE ROOTS AND DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES OUTLINED HEREIN. L. ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS OR DRIVEWAYS SHALL BE PRUNED AND MAINTAINED TO A MINIMUM BRANCHING HEIGHT OF 7' FROM GRADE. 4-6" DEEPER THAN ROOT BALL 1.2.4. LIQUID OR DRY LIME: LIQUID LIME SHOULD BE APPLIED AT A RATE OF 2.5 RYAN YAUGER DIG WIDE, SHALLOW HOLE GALLONS PER ACRE OR NEUTRA LIME DRY APPLIED AT A RATE OF 80LBS WITH TAMPED SIDES REMOVE THE TOP 1/3 OF THE WIRE BASKET IF PER ACRE IN AREAS OF ACIDIC SOILS TO ASSURE GERMINATION AND Lic. No.0402056625 B. ALL EXISTING TREES TO REMAIN SHALL BE PRUNED TO REMOVE ANY DAMAGED BRANCHES. THE ENTIRE LIMB OF M. GROUND COVER AREAS SHALL RECEIVE A ¼" LAYER OF HUMUS RAKED INTO THE TOP 1" OF PREPARED SOIL PRESENT. ANY AND ALL TWINE SHALL BE INITIAL ESTABLISHMENT. ANY DAMAGED BRANCH SHALL BE CUT OFF AT THE TRUNK. CONTRACTOR SHALL ENSURE THAT CUTS ARE PRIOR TO PLANTING. ALL GROUND COVER AREAS SHALL BE WEEDED AND TREATED WITH A PRE-EMERGENT REMOVED FROM THE TREE BEFORE 1.2.5. MULCH: WHEAT, OAT, OR BARLEY STRAW MULCH SHALL BE APPLIED AT A SMOOTH AND STRAIGHT. ANY EXPOSED ROOTS SHALL BE CUT BACK WITH CLEAN, SHARP TOOLS AND TOPSOIL CHEMICAL AS PER MANUFACTURER'S RECOMMENDATION. TAMP SOIL SOLIDLY BACKFILLING. BURLAP SHALL BE FOLDED BACK RATE OF 80 LBS PER 1,000 SF. DO NOT INSTALL MULCH SO THICK THAT IT 6/15/2020 SHALL BE PLACED AROUND THE REMAINDER OF THE ROOTS. EXISTING TREES SHALL BE MONITORED ON A AROUND BASE OF INTO PLANTING HOLE COMPLETELY COVERS THE GROUND. TOPSOIL SHOULD BE VISIBLE REGULAR BASIS FOR ADDITIONAL ROOT OR BRANCH DAMAGE AS A RESULT OF CONSTRUCTION. ROOTS SHALL N. NO PLANT, EXCEPT GROUND COVERS, GRASSES OR VINES, SHALL BE PLANTED LESS THAN TWO FEET (2') FROM ROOT BALL SET ROOT BALL ON FIRM THROUGH THE STRAW LAYER. NOT BE LEFT EXPOSED FOR MORE THAN ONE (1) DAY. CONTRACTOR SHALL WATER EXISTING TREES AS NEEDED EXISTING STRUCTURES AND SIDEWALKS. PAD IN BOTTOM OF HOLE TRANSPORTATION SERVICES LANDSCAPE ARCHITECTURE TO PREVENT SHOCK OR DECLINE. REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT. 2. EXECUTION AND PREPARATION: O. ALL PLANTING AREAS AND PLANTING PITS SHALL BE MULCHED AS SPECIFIED HEREIN TO FILL THE ENTIRE BED NORTHERN VIRGINIA DECIDUOUS TREE PLANTING DETAIL TM CENTRAL VIRGINIA C. CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE-OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR AREA OR SAUCER. NO MULCH IS TO TOUCH THE TRUNK OF THE TREE OR SHRUB. 2.1. A SOIL ANALYSIS SHOULD BE PERFORMED TO ASSESS THE FERTILITY NEEDS SOUTH FLORIDA CHARLOTTE, NC TO INSTALLATION OF ANY LANDSCAPE MATERIAL. UTILITY COMPANIES SHALL BE CONTACTED THREE (3) DAYS AND PH OF THE SOIL. ALL INSTALLATION AREAS SHOULD BE PREPARED TO RALEIGH, NC PRIOR TO THE BEGINNING OF WORK. P. ALL PLANTING AREAS SHALL BE WATERED IMMEDIATELY UPON INSTALLATION IN ACCORDANCE WITH THE TAMPA, FL NOT TO SCALE AGRICULTURAL STANDARD RECOMMENDED BY THE DEPARTMENT OF WATERING SPECIFICATIONS AS LISTED HEREIN. AGRICULTURE WITHIN THE STATE WHERE THE WORK IS BEING PERFORMED. 5. TREE PROTECTION AGRICULTURAL LIME OR PELLETIZED LIME SHOULD BE ADDED DURING THE A. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN. A TREE 10. TRANSPLANTING (WHEN REQUIRED) SITE CIVIL AND CONSULTING ENGINEERING GROUND PREPARATION STAGE AT THE RATE RECOMMENDED ACCORDING PROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT OF A. ALL TRANSPLANTS SHALL BE DUG WITH INTACT ROOT BALLS CAPABLE OF SUSTAINING THE PLANT. TO SOIL ANALYSIS. CONSTRUCTION DISTURBANCE, WHICHEVER IS GREATER. LOCAL STANDARDS THAT MAY REQUIRE A MORE 2.2. ALL WEEDS AND UNDESIRABLE PLANTS SHOULD BE REMOVED BEFORE SOUTHERN MARYLAND REHOBOTH BEACH, DE STRICT TREE PROTECTION ZONE SHALL BE HONORED. B. IF PLANTS ARE TO BE STOCKPILED BEFORE REPLANTING, THEY SHALL BE HEALED IN WITH MULCH OR SOIL, SOUTHEASTERN, PA PLANTING BY METHOD OF SPRAYING OR TILLAGE. A NON-SELECTIVE LEHIGH VALLEY, PA PHILADELPHIA, PA ADEQUATELY WATERED AND PROTECTED FROM EXTREME HEAT, SUN AND WIND. PROGRAM MANAGEMENT HERBICIDE CAN BE SPRAYED ONE MONTH PRIOR TO PLANTING TO KILL ALL PERMITTING SERVICES BALTIMORE, MD B. A FORTY-EIGHT INCH (48") HIGH WOODEN SNOW FENCE OR ORANGE COLORED HIGH-DENSITY 'VISI-FENCE', OR WEEDS AND UNDESIRABLE PLANTS THAT MAY COMPETE WITH THE NEW PLANT SHALL BE FOR CONTAINER-GROWN APPROVED EQUAL, MOUNTED ON STEEL POSTS SHALL BE PLACED ALONG THE BOUNDARY OF THE TREE C. PLANTS SHALL NOT BE DUG FOR TRANSPLANTING BETWEEN APRIL 10 AND JUNE 30. SEEDLINGS. TILLAGE CAN BE PERFORMED AT LEAST 4 WEEKS PRIOR TO TRANSPLANTED AT THE SAME SHRUBS, USE FINGER OR PROTECTION ZONE. POSTS SHALL BE LOCATED AT A MAXIMUM OF EIGHT FEET (8') ON CENTER OR AS INDICATED PLANTING AND AGAIN 2 WEEKS AFTER THE INITIAL TILLAGE. THE TILLAGE GRADE AS IT BORE IN THE SMALL HAND TOOLS TO PULL WITHIN THE TREE PROTECTION DETAIL. D. UPON REPLANTING, BACKFILL SOIL SHALL BE AMENDED WITH FERTILIZER AND ROOT GROWTH HORMONE. PROCEDURE CAN BE ADVANTAGEOUS IF LARGE AMOUNTS OF ORGANIC NURSERY PLOT PRIOR TO THE ROOTS OUT OF THE OUTER BALLING AND BURLAPPING. DEBRIS ARE PRESENT ON THE INSTALLATION AREAS. C. WHEN THE TREE PROTECTION FENCING HAS BEEN INSTALLED, IT SHALL BE INSPECTED BY THE APPROVING E. TRANSPLANTS SHALL BE GUARANTEED FOR THE LENGTH OF THE GUARANTEE PERIOD SPECIFIED HEREIN. LAYER OF POTTING SOIL; THEN 2.3. PRIOR TO SEEDING, AREA IS TO BE TOPSOILED, FINE GRADED, AND RAKED UPSTATE NEW YORK AGENCY PRIOR TO DEMOLITION, GRADING, TREE CLEARING OR ANY OTHER CONSTRUCTION. THE FENCING PLANTING MIX: CUT OR PULL APART ANY NEW YORK METRO OF ALL DEBRIS LARGER THAN 2" DIAMETER. ALONG THE TREE PROTECTION ZONE SHALL BE REGULARLY INSPECTED BY THE LANDSCAPE CONTRACTOR AND F. IF TRANSPLANTS DIE, SHRUBS AND TREES LESS THAN SIX INCHES (6") DBH SHALL BE REPLACED IN KIND. TREES 1 PART PEAT MOSS ROOTS THAT CIRCLE THE NEW ENGLAND NEW YORK, NY PERIMETER OF THE CONTAINER 2.4. AREAS TO BE PLANTED SHOULD BE ROLLED WITH A CULTI-PACKER, TURF NEW JERSEY BOSTON, MA MAINTAINED UNTIL ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED. GREATER THAN SIX INCHES (6") DBH MAY BE REQUIRED TO BE REPLACED IN ACCORDANCE WITH THE 1 PART COW MANURE ROLLER, OR SIMILAR DEVICE TO FIRM THE SEEDBED. THIS PROCESS HELPS SUSTAINABLE DESIGN MUNICIPALITY'S TREE REPLACEMENT GUIDELINES. 3 PARTS TOPSOIL PLANTING ACHIEVE THE DESIRED FIRMNESS. SOIL SHOULD BE FIRMED TO 85% OF MIXTURE WILL CHANGE WITH 3" THICK LAYER OF DARK LAND SURVEYING D. AT NO TIME SHALL MACHINERY, DEBRIS, FALLEN TREES OR OTHER MATERIALS BE PLACED, STOCKPILED OR LEFT COMPACTION. SOIL CONDITIONS BROWN DOUBLE STANDING IN THE TREE PROTECTION ZONE. 11. WATERING SHREDDED HARDWOOD A. NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING. 3. INSTALLATION: 8-12" MULCH 6. SOIL MODIFICATIONS WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO A. CONTRACTOR SHALL ATTAIN A SOIL TEST FOR ALL AREAS OF THE SITE PRIOR TO CONDUCTING ANY PLANTING. THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. WATERING SHALL FINISHED GRADE 3.1. STRICTLY COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS SOIL TESTS SHALL BE PERFORMED BY A CERTIFIED SOIL LABORATORY. CONTINUE AT LEAST UNTIL PLANTS ARE ESTABLISHED. BEFORE PLANTING, ADD 3 TO 4" PLACE SHRUB ON AND RECOMMENDATIONS. OF WELL-COMPOSTED LEAVES CONTAINER FIRM SOIL IN 3.2. EQUIPMENT USED TO SPREAD SEED SHOULD HAVE SUFFICIENT CAPACITY TO B. LANDSCAPE CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO B. SITE OWNER SHALL PROVIDE WATER IF AVAILABLE ON SITE AT TIME OF PLANTING. IF WATER IS NOT AVAILABLE AND RECYCLED YARD WASTE B&B BOTTOM OF HOLE. HOLD AND AGITATE SEED EVENLY IN A CYCLONE OR DROP PATTERN. THE GROWTH OF PLANT MATERIAL. SOIL MODIFICATIONS, AS SPECIFIED HEREIN, MAY NEED TO BE CONDUCTED ON SITE, CONTRACTOR SHALL SUPPLY ALL NECESSARY WATER. THE USE OF WATERING BAGS IS RECOMMENDED TO BED AND TILL INTO TOP 6" OF PREPARED SOIL HYDROSEEDING MAY ALSO BE PERFORMED WITH THE BY THE LANDSCAPE CONTRACTOR DEPENDING ON SITE CONDITIONS. FOR ALL NEWLY PLANTED TREES. ENGINEER/ARCHITECT'S APPROVAL. 28 BLACKWELL PARK LANE, SUITE 201 REMOVE THE TOP 1/3 OF THE 3.3. SEED MAY NEED TO BE APPLIED AT A HALF RATE IN ALTERNATING WARRENTON, VIRGINIA 20186 C. THE FOLLOWING AMENDMENTS AND QUANTITIES ARE APPROXIMATE AND ARE FOR BIDDING PURPOSES ONLY. C. IF AN IRRIGATION SYSTEM HAS BEEN INSTALLED ON THE SITE, IT SHALL BE USED TO WATER PROPOSED PLANT WIRE BASKET IF PRESENT. ANY UNDISTURBED DIRECTIONS TO ENSURE AN EVEN COVERAGE OF SEED. Phone: (540) 349-4500 AND ALL TWINE SHALL BE 24" MINIMUM Fax: (540) 349-0321 COMPOSITION OF AMENDMENTS SHOULD BE REVISED DEPENDING ON THE OUTCOME OF A TOPSOIL ANALYSIS MATERIAL, BUT ANY FAILURE OF THE SYSTEM DOES NOT ELIMINATE THE CONTRACTOR'S RESPONSIBILITY OF SUBGRADE 3.4. LIQUID LIME OR NEUTRA LIME DRY SHOULD BE TOPICALLY APPLIED TO PERFORMED BY A CERTIFIED SOIL LABORATORY. MAINTAINING THE DESIRED MOISTURE LEVEL FOR VIGOROUS, HEALTHY GROWTH. REMOVED FROM THE SHRUB VA@ BohlerEng.com AREAS WITH ACIDIC SOILS TO ASSIST THE SEED GERMINATION AND BEFORE BACKFILLING. BURLAP SOIL SURFACE ROUGHENED STORE 1.1. TO INCREASE A SANDY SOIL'S ABILITY TO RETAIN WATER AND NUTRIENTS, THOROUGHLY TILL ORGANIC VEGETATION GROWTH DURING THE FIRST 90 DAYS. LIQUID LIME SHOULD BE MATTER INTO THE TOP 6-12". USE COMPOSTED BARK, COMPOSTED LEAF MULCH OR PEAT MOSS. ALL 12. GUARANTEE SHALL BE FOLDED BACK INTO TO BIND WITH NEW SOIL. APPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY AT A PRODUCTS SHOULD BE COMPOSTED TO A DARK COLOR AND BE FREE OF PIECES WITH IDENTIFIABLE LEAF A. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE (1) YEAR FROM APPROVAL PLANTING HOLE RATE OF 80LBS PER ACRE. OR WOOD STRUCTURE. AVOID MATERIAL WITH A PH HIGHER THAN 7.5. 1.2. TO INCREASE DRAINAGE, MODIFY HEAVY CLAY OR SILT (MORE THAN 40% CLAY OR SILT) BY ADDING OF LANDSCAPE INSTALLATION BY THE APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH A MAINTENANCE BOND FOR TEN PERCENT (10%) OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BE REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT 3.5. FERTILIZER SHOULD BE SPREAD EVENLY OVER THE SEEDED AREAS AT THE RECOMMENDED RATE DETERMINED BY THE INITIAL SOIL ANALYSIS. IF NO #4332 COMPOSTED PINE BARK (UP TO 30% BY VOLUME) AND/OR AGRICULTURAL GYPSUM. COARSE SAND MAY BE USED IF ENOUGH IS ADDED TO BRING THE SAND CONTENT TO MORE THAN 60% OF THE TOTAL MIX. RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND WHEN A FINAL INSPECTION HAS BEEN COMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. DECIDUOUS AND EVERGREEN SOIL ANALYSIS IS AVAILABLE EVENLY APPLY 12-20-12 STARTER FERTILIZER AT A RATE OF 250LBS PER ACRE (5.8LBS/1000 SQUARE FEET). BARRACKS ROAD SUBSURFACE DRAINAGE LINES MAY NEED TO BE ADDED TO INCREASE DRAINAGE. SHRUB PLANTING DETAIL SHOPPING CENTER 3.6. A ROLLED EROSION CONTROL PRODUCT CAN BE APPLIED OVER THE TOP OF 1.3. MODIFY EXTREMELY SANDY SOILS (MORE THAN 85%) BY ADDING ORGANIC MATTER AND/OR DRY, SHREDDED B. ANY DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED FOR THE LENGTH OF THE GUARANTEE PERIOD. SEED IN STEEP SLOPE SITUATIONS TO HELP PREVENT SEED FROM WASHING CLAY LOAM UP TO 30% OF THE TOTAL MIX. REPLACEMENT OF PLANT MATERIAL SHALL BE CONDUCTED AT THE FIRST SUCCEEDING PLANTING SEASON. ANY AND REINFORCE VEGETATION THROUGH ESTABLISHMENT. (FOLLOW REC 1000 EMMET STREET N DEBRIS SHALL BE DISPOSED OF OFF-SITE, WITHOUT EXCEPTION. NOT TO SCALE PRODUCT MANUFACTURER RECOMMENDATIONS.) 7. FINISHED GRADING CHARLOTTESVILLE, VA A. UNLESS OTHERWISE CONTRACTED, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE C. TREES AND SHRUBS SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION AND THROUGHOUT 4. MAINTENANCE INSTALLATION OF TOPSOIL AND THE ESTABLISHMENT OF FINE-GRADING WITHIN THE DISTURBANCE AREA OF THE THE 90 DAY MAINTENANCE PERIOD AS SPECIFIED HEREIN. CULTIVATION, WEEDING, WATERING AND THE PLANT MATERIAL SPACED AS SITE. PREVENTATIVE TREATMENTS SHALL BE PERFORMED AS NECESSARY TO KEEP PLANT MATERIAL IN GOOD INCORPORATE 2" OF PEAT INTO 6" OF SPECIFIED. SEE LANDSCAPE 4.1. FREQUENT LIGHT IRRIGATION WILL NEED TO BE APPLIED TO SEEDED AREAS CONDITION AND FREE OF INSECTS AND DISEASE. PLANTING MIXTURE, AS SPECIFIED SCHEDULE FOR PROPOSED SPACING. IF NO NATURAL RAIN EVENTS HAVE OCCURRED WITHIN 2 WEEKS OF B. LANDSCAPE CONTRACTOR SHALL VERIFY THAT SUBGRADE FOR INSTALLATION OF TOPSOIL HAS BEEN 3" THICK LAYER OF SEEDING. AFTER SEED GERMINATION HAS OCCURRED AND PLANTS ARE SHEET TITLE ESTABLISHED. THE SUBGRADE OF THE SITE MUST MEET THE FINISHED GRADE LESS THE REQUIRED TOPSOIL D. LAWNS SHALL BE MAINTAINED THROUGH WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING AND OTHER DARK BROWN DOUBLE VISIBLE THE FREQUENCY OF IRRIGATION CAN BE CUT BACK WITH HEAVIER THICKNESS (1"±). OPERATIONS SUCH AS ROLLING, REGARDING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH, ACCEPTABLE LAWN, FREE OF ERODED OR BARE AREAS. SHREDDED HARDWOOD 4.2. APPLICATION RATES. REPAIR ALL SEED WASHINGS AND EROSION. LANDSCAPE MULCH C. ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPT CHANGE OF SURFACE AS DEPICTED WITHIN THIS SET OF CONSTRUCTION PLANS, UNLESS OTHERWISE DIRECTED 13. CLEANUP FINISHED GRADE NOTES AND BY THE PROJECT ENGINEER OR LANDSCAPE ARCHITECT. A. UPON THE COMPLETION OF ALL LANDSCAPE INSTALLATION AND BEFORE THE FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALL UNUSED MATERIALS, EQUIPMENT AND DEBRIS FROM THE SITE. ALL PAVED DETAILS D. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER IN AND AROUND THE PLANTING BEDS. STANDING WATER SHALL NOT BE PERMITTED IN PLANTING BEDS. AREAS ARE TO BE CLEANED. MINIMUM 6" TOPSOIL EXISTING SUBSOIL OWNER MAINTENANCE RESPONSIBILITIES DWG EDITION SD0 B. THE SITE SHALL BE CLEANED AND LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER UPON OWNER'S (OR OWNER CONTRACTOR'S) COMPLETION OF LANDSCAPING WORK, THE OWNER IS 8. TOPSOILING OR AUTHORIZED REPRESENTATIVE. FULLY RESPONSIBLE FOR ALL FUTURE MAINTENANCE, CARE, UPKEEP, WATERING, AND TRIMMING OF ALL A. CONTRACTOR SHALL PROVIDE A SIX INCH (6") THICK MINIMUM LAYER OF TOPSOIL, OR AS DIRECTED BY THE INSTALLED VEGETATION, PLANTS, TREE, BUSHES, SHRUBS, GRASSES, GRASS, ORNAMENTAL PLANTS AND LOCAL ORDINANCE OR CLIENT, IN ALL PLANTING AREAS. TOPSOIL SHOULD BE SPREAD OVER A PREPARED FLOWERS, FLOWERS, GROUND COVER, AND LANDSCAPING, INCLUDING ALL LANDSCAPE ISLANDS AND SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS. TYPICAL PERENNIAL AND GROUND COVER PLANTING AREAS ADJACENT OR PART OF THE LANDSCAPED AREAS. THIS RESPONSIBILITY INCLUDES, BUT IS NOT LIMITED TO, THE FOLLOWING: B. ON-SITE TOPSOIL MAY BE USED TO SUPPLEMENT THE TOTAL AMOUNT REQUIRED. TOPSOIL FROM THE SITE MAY BE REJECTED IF IT HAS NOT BEEN PROPERLY REMOVED, STORED AND PROTECTED PRIOR TO CONSTRUCTION. · TREES ADJACENT TO WALKWAYS AND AREAS OF PEDESTRIAN TRAFFIC MUST BE MAINTAINED TO Job No. : V176502 ASSURE THAT ANY BRANCHES MUST BE LIMBED UP TO A CLEARANCE HEIGHT OF 7 FT. (FROM ALL C. CONTRACTOR SHALL FURNISH TO THE APPROVING AGENCY AN ANALYSIS OF BOTH IMPORTED AND ON-SITE TOPSOIL TO BE UTILIZED IN ALL PLANTING AREAS. THE PH AND NUTRIENT LEVELS MAY NEED TO BE ADJUSTED PEDESTRIAN SURFACES) OR PRUNED BACK TO AVOID ANY INTERFERENCE WITH THE TYPICAL PATH OF TRAVEL. Store : #4332 D= PROPOSED ON CENTER THROUGH SOIL MODIFICATIONS AS NEEDED TO ACHIEVE THE REQUIRED LEVELS AS SPECIFIED IN THE MATERIALS SECTION ABOVE. (O.C.) SPACING · TREES WITHIN VEHICULAR SIGHT LINES, AS ILLUSTRATED ON THE LANDSCAPE PLAN, ARE TO BE Date : 1/8/2020 TRIMMED TO A CLEARANCE HEIGHT OF 7 FT. (FROM ALL PAVED, TRAVELED SURFACES), OR AS D. ALL PLANTING AND LAWN AREAS ARE TO BE CULTIVATED TO A DEPTH OF SIX INCHES (6"). ALL DEBRIS EXPOSED SEE LANDSCAPE SCHEDULE FOR FOR REQUIRED SPACING OTHERWISE INDICATED ON THE PLANS. Drawn By : JOC FROM EXCAVATION AND CULTIVATION SHALL BE DISPOSED OF IN ACCORDANCE WITH GENERAL WORK D D PROCEDURES SECTION ABOVE. THE FOLLOWING SHALL BE TILLED INTO THE TOP FOUR INCHES (4") IN TWO DIRECTIONS (QUANTITIES BASED ON A 1,000 SQUARE FOOT AREA): · VEGETATIVE GROUND COVER, SHRUBS AND ORNAMENTAL PLANTS AND GRASSES MUST BE TRIMMED SO THAT NO PORTION OF THE PLANT EXCEEDS 30 INCHES ABOVE GRADE (OF ALL PAVED, TRAVEL Checked By : RTY 1.1. 20 POUNDS 'GROW POWER' OR APPROVED EQUAL D SURFACES) ALONG AND WITHIN THE SIGHT LINES OF PARKING LOTS AND INGRESS-EGRESS WAYS. 1.2. 20 POUNDS NITRO-FORM (COURSE) 38-0-0 BLUE CHIP · FALLEN PLANT FLOWERS, FRUIT, SEEDS AND DEBRIS DROPPINGS ARE TO BE REMOVED IMMEDIATELY Sheet TYPICAL PERENNIAL AND GROUND COVER SPACING & LAYOUT FROM VEHICULAR AND PEDESTRIAN TRAFFIC AREAS TO PREVENT TRIPPING, SLIPPING OR ANY L-1.1 E. THE SPREADING OF TOPSOIL SHALL NOT BE CONDUCTED UNDER MUDDY OR FROZEN CONDITIONS. OTHER HAZARDS. PERENNIAL/GROUND COVER PLANTING DETAIL THESE REQUIREMENTS DO NOT AFFECT THE PLANT LIFE GUARANTEES THE LANDSCAPE CONTRACTOR IS NOT TO SCALE REQUIRED TO PROVIDE. H:\17\V176502\DRAWINGS\PLAN SETS\V176502-SD0-1.DWG PRINTED BY: JNICE 6.15.20 @ 6:03 PM LAST SAVED BY: JNICE FOR REFERENCE ONLY City of Charlottesville Department of Neighborhood Development Services Staff Report to the Entrance Corridor Review Board (ERB) Entrance Corridor (EC) Certificate of Appropriateness Date of Planning Commission Meeting: September 9, 2020 Project Name: 1000 Emmet Street North Planner: Jeff Werner, AICP, Preservation and Design Planner Applicant: Bohler Engineering (for Chick-Fil-A) Applicant’s Representative: Ryan Yauger, P.E. Applicant’s Relation to Owner: Project engineer Application Information Property Street Address: 1000 Emmet Street North Property Owner: Federal Realty Investment Trust Tax Map/Parcel #: 010001000 Total Square Footage/Acreage Site: 39.83 acres (project site is 0.8 acres) Comprehensive Plan (Land Use Plan) Designation: Mixed Use Current Zoning Classification: URB Urban Corridor with Entrance Corridor (EC) Overlay Entrance Corridor Overlay District: Corridor 1, Sub-Area C. Route 29 North from corporate limits to Ivy Road. Current Usage: One-story former fast food restaurant, building to be demolished. Background December 10, 2019 – The Entrance Corridor Review Board recommended to City Council that the proposed Special Use Permit (SP-19-00008) for drive-through windows would not have an adverse impact on the Route 29 North Entrance Corridor, Sub-Area C. January 6, 2020 – City Council approved Special Use Permit SP-19-00008. Applicant’s Request Certificate of appropriateness for a one-story, 4,588 square foot, fast food restaurant with drive- through service. The approximately 0.8-acre project site (located within the 39.8-acre Barracks Road Shopping Center) will accommodate the building, the drive through lanes, parking, an outdoor eating area, and a new landscaping. Parking for 36 cars (within the lease line), with accommodations for bicycle storage. The building is simple and relatively unadorned, brick (two colors), single story with a flat roof, with windows and storefronts in black metal frames. The main elevation has three bays—a main central section flanked by slightly lower sections of a different brick color. At the front and side (east, facing Emmet Street, and north, respectively) the entrance features a concrete patio with tables and umbrellas. The drive through order stations are at the rear (west) beneath an open, flat Chick-Fil-A BRSC EC Review (Final 28 August 2020) 1 roof canopy of black metal. The order pick up window is at the side (south), enclosed within a porte cochere and further screened by existing trees and plantings. Vehicular circulation is only from the Barracks Road Shopping Center parking lot; there is no direct ingress or egress from Emmet Street. There is an existing public sidewalk along Emmet Street, which will remain. Proposed landscaping includes trees and plantings within the site (adjacent to the building and in parking lot islands) and along Emmet Street. Proposed signage is shown on the renderings and signage submittal; however signage will require a separate signage permit and misty be consistent with the Comprehensive Signage Plan for the Barracks Road Shopping Center. Staff Recommendation The project meets the standards and guidelines for a certificate of appropriateness in the Entrance Corridor. Staff recommends approval of this application as submitted with the following conditions:  The four (4) existing magnolia trees along Emmet Street shall be maintained and protected from damage during construction.  Requirement that all door and window glass be clear (not less than 70% VLT);  Prohibition of signage on the outdoor umbrellas and requiring they be of a uniform color.  Exterior light fixtures shall have lamping that is dimmable and have a Color Temperature not to exceed 3000K. Additionally, the owner will address any reasonable public complaints about light glare by either dimming the lamp or replacing the lamps/fixtures. Standard of Review The Planning Commission serves as the Entrance Corridor Review board (ERB) responsible for administering the design review process in entrance corridor overlay districts. This development project requires a site plan, and therefore also requires a certificate of appropriateness from the ERB, pursuant to the provisions of §34-309(a)(3) of the City’s Zoning Ordinance. The ERB shall act on an application within 60 days of the submittal date, and shall either approve, approve with conditions, or deny the application. Appeal would be to City Council. Standards for considering certificates of appropriateness: In conducting review of an application, the ERB must consider certain features and factors in determining the appropriateness of proposed construction, alteration, etc. of buildings or structures located within an entrance corridor overlay district. Following is a list of the standards set forth within §34-310 of the City Code: §34-310(1): Overall architectural design, form, and style of the subject building or structure, including, but not limited to: the height, mass and scale; e§34-310(2): Exterior architectural details and features of the subject building or structure; Chick-Fil-A BRSC EC Review (Final 28 August 2020) 2 Staff comment: The new building will be in a similar location as the existing (to be demolished) and oriented to face Emmet Street. The all brick building features a center section of red brick, flanked to the north and south by slightly lower features, set back slightly from the front wall, and constructed of a buff colored brick above a red brick base and water table that continues from the center section. The entrance door is located on the side, at the NE corner. The east and north elevations, serving as the pedestrian entrance, feature a concrete patio with outdoor tables with umbrellas enclosed within a black metal railing. The central section has limited, punched fenestration within a running bond, red brick wall with a slightly proud, single brick, rowlock course water table of and a three brick, slightly corbeled, soldier course cornice capped with metal coping. The south section--a porte cochere that encloses the order pick up window—is supported by three wide piers supporting flat arches, all running bond buff brick (above the water table) with a simple cornice of white metal coping. The matching north section features a large, punched storefront, providing natural light to the dining area inside. There is no fenestration at the rear (west) elevation, only a service entrance door. At this side of the building is the dual-lane order station beneath a simple, black metal canopy. Trash collection and a small storage area will be enclosed within a 34’-8” long x 10’-8” deep 8’- 8” tall brick structure located at the Emmet Street sidewalk. Access will be from the parking lot. Being within the Barracks Road Shopping Center, exterior lighting is provided predominantly by the 20-ft high, pole-mounted fixtures in the parking lot, however the new building features eight wall sconces on the east, south and west elevations. The order canopy and the pick-up enclosure are illuminated by overhead LED fixtures. A building of this height, mass and scale is appropriate in this location. The openings, changes in height, offset wall planes, and the variation in brick color contribute to articulation on all sides of the building. The architectural details are minimal, even understated, however that is generally consistent with buildings both within this shopping center and in this corridor sub-area. §34-310(3): Texture, materials and color of materials proposed for use on the subject building or structure; Materials and colors:  Brick: o Main building: Redland Brick #651, “Takoma” o Drive through enclosure and north dining wing: Redland Brick #650, “Light Buff Matt” o Mortar: TBD  Doors and Windows: Commercial storefront style, metal frames, “Dark Bronze”  Roof: Flat roof, not visible.  Canopies and drive through order canopy: Black metal, to match storefront. Staff comment - Materials: Materials and colors are consistent with the EC Design Guidelines. Chick-Fil-A BRSC EC Review (Final 28 August 2020) 3 Lighting:  Parking lot: Pole fixtures matching BRSC standard (full cut off) o OD1: Eaton-Lumark PRV-A60-D-UNV-T4-BZ-HSS  Lamping per cut sheets: Color Temperature available 3,000K and 5,000K. Dimmable control indicated by “D”. o OD2: Eaton-Lumark PRV-A60-D-UNV-T4-BZ  Lamping per cut sheets: Color Temperature available 3,000K and 5,000K. Dimmable control indicated by “D”. o OD3: Eaton-Lumark PRV-A60-D-UNV-T5-BZ  Lamping per cut sheets: Color Temperature available 3,000K and 5,000K. Dimmable control indicated by “D”.  Drive through order canopy: LED Canopy Lights o CRUS: LSI Industries CRUS-SC-LED-LW-30  Lamping per cut sheets: Color Temperature 5000K. Dimmable control available.  Exterior wall sconces: o Progress Lighting P5675-31/30K  Lamping per cut sheets: Color Temperature 3000K. Dimmable control available.  Building canopy at entrances: o Recessed light Halo RL4- C7.  Lamping per cut sheets: Color Temperature not stated. Available at 3000K. Dimmable control available. Staff comment - Lighting: All of the proposed light fixtures except one (the drive through order canopy LED lights) have lamping available that is dimmable and at a Color Temperature not to exceed 3000K, a level that reduces glare; criteria that is consistent with the EC Design Guidelines. However, the lamping is not specified, therefore staff recommends a condition that requires the exterior light fixtures to be dimmable and have a Color Temperature not to exceed 3000K. Additionally, because lighting cannot be fully evaluated until installed and complaints about glare from LED fixtures have become more common, staff recommends a condition that requires the owner to address any reasonable public complaints about glare by either dimming the lamp or replacing the lamps/fixtures. Landscaping: The proposed landscaping consists of the following, with the new plantings located predominantly along the sidewalk on Emmet Street. Six existing trees along the south elevation will remain.  Shade trees o Red maple (3) o Sycamore (3) o English oak (3) o Zelkova (3) o Willow oak (1)  Ornamental trees o Amur Maple (2) o Japanese Crabapple (3) Chick-Fil-A BRSC EC Review (Final 28 August 2020) 4  Deciduous and evergreen plantings o 52 plants of seven varieties, including dogwood, holly, and azalea. Staff comment - Landscaping: The proposed plants and trees are consistent with the EC Design Guidelines and the City’s Master Tree List. However, the plan proposes the removal of four magnolia trees along Emmet Street and replacing them with two different tree species. The existing are within a continuous line of magnolia trees, a streetscape feature that is addresses in the design guidelines: The attractive magnolia street trees along Emmet Street should be retained and new landscaping added to the streetscape as redevelopment occurs. The four (4) existing magnolia trees along Emmet Street should be maintained and protected from damage during construction. §34-310(4): Design and arrangement of buildings and structures on the subject site; Staff comment: This site is within one of the largest retail/commercial centers in the City. In that context, the design and orientation are primarily driven by the requirements and constraints of that larger facility. Conditions in the Special Use Permit required an accessible pedestrian route from the public sidewalk on Emmet Street and a pedestrian route from the internal parking area of the Barracks Road Shopping. These are included in the proposed improvements. The design and arrangement of the buildings and structures on site are appropriate. This is an auto-oriented use appropriately located on Emmet Street. There is a desire to make this general location more pedestrian-friendly. The proposed pedestrian connections as proposed will accomplish that goal on this site. §34-310(5): The extent to which the features and characteristics described within paragraphs (1)-(4),above, are architecturally compatible (or incompatible) with similar features and characteristics of other buildings and structures having frontage on the same EC street(s) as the subject property. Staff comment: The goals are to make the site function well for the users of this site and the entrance corridor, and to have an attractive development that is compatible with its surrounding context. The site design will function well, and this building will be architecturally compatible with other buildings in this area. §34-310(6): Provisions of the Entrance Corridor Design Guidelines. Relevant sections of the guidelines include: Section 1 (Introduction) The Entrance Corridor design principles are:  Design For a Corridor Vision o Staff comment: Proposal complies generally with this guideline.  Preserve History Chick-Fil-A BRSC EC Review (Final 28 August 2020) 5 o Staff comment: This guideline is not applicable.  Facilitate Pedestrian Access o Staff comment: Conditions in the Special Use Permit require an accessible pedestrian route from the public sidewalk on Emmet Street and a pedestrian route from the internal parking area of the Barracks Road Shopping. These are indicated on the plan. The request before the ERB is a CoA for alterations to only a 0.8 acre segment of a 40- acre shopping center. The proposed pedestrian solutions relate to only the proposed restaurant and, due to the constraints of this small site, those solutions are less than ideal. Staff recommends that, at a later date, the ERB discuss how such comprehensive planning might be initiated, maybe even required, and to amend the EC Design Guidelines to require an evaluation of incremental pedestrian solutions [on small outparcels] in the context of a comprehensive pedestrian access plan.  Maintain Human Scale in Buildings and Spaces o Staff comment: Proposal complies generally with this guideline.  Preserve and Enhance Natural Character o Staff comment: Relative to landscaping (trees and plantings), proposal complies generally with this guideline.  Create a Sense of Place o Staff comment: Proposal complies generally with this guideline.  Create an Inviting Public Realm o Staff comment: Proposal complies generally with this guideline.  Create Restrained Communications o Staff comment: New signage will require a separate signage permit and must comply with the provisions of the Comprehensive Signage Plan for Barracks Road Shopping Center. However, staff recommends a condition that prohibits signage on the outdoor umbrellas and requires that they be of a uniform color.  Screen Incompatible Uses and Appurtenances o Staff comment: Proposal complies generally with this guideline.  Respect and Enhance Charlottesville’s Character: Charlottesville seeks new construction that reflects the unique character, history, and cultural diversity of this place. Architectural transplants from other locales, or shallow imitations of historic architectural styles, for Chick-Fil-A BRSC EC Review (Final 28 August 2020) 6 example, are neither appropriate nor desirable. Incompatible aspects of franchise design or corporate signature buildings must be modified to fit the character of this community. o Staff comment: Proposal complies generally with this guideline. While the materials and color palette are similar to those at other Chick-fil-a locations in Virginia, there appears to be no standard or typical building design. That is, other than the signage, the building itself is not readily identifiable as a Chick-fil-a franchise. Architecturally, the building is simple and relatively unadorned. While not reflective of any particular local style or character, it is neither out of place within this shopping center or inconsistent with the style, scale and character of this commercial corridor. In many ways, this brick building corresponds with modernist/post-modernist architecture of the University’s administrative buildings immediately across Emmet Street. Section 2 (Streetscape) o Staff comment: The existing streetscape (along Emmet Street) will be retained, provided the existing magnolia trees are either retained. Section 3 (Site) o Staff comment: The site features are appropriate. Section 4 (Buildings) o Staff comment: The building design is generally appropriate. Section 5 (Individual Corridors): Corridor 1: Route 29 North, Sub-Area C: Barracks Road to Ivy Road Vision: Emmet Street has the potential to become more of an urban boulevard, with lively pedestrian activity and a greater mix and integration of uses. Both Barracks Road Shopping Center and Meadowbrook Shopping Center may redevelop with retail, office, hotels, housing, and structured parking. The attractive magnolia street trees along Emmet Street should be retained and new landscaping added to the streetscape as redevelopment occurs. There are opportunities for unified landscaping along the corridor that would help enhance the pedestrian connection. If possible, character-defining architecture should be incorporated into redevelopment plans. As the University redevelops its property on the southern end of the sub-area, including the University Arts Center, there may be opportunities to include student housing and community-related facilities in mixed-use projects that front on Emmet Street. [emphasis added] Staff comment: The plan proposes the removal of four magnolia trees along Emmet Street and replacing them with two different tree species. The existing are within a continuous line of magnolia trees, a streetscape feature that is addressed in the design guidelines: The attractive magnolia street trees along Emmet Street should be retained and new landscaping added to the streetscape as redevelopment occurs. Staff recommend that a condition of approval require that the four (4) existing magnolia trees along Emmet Street shall be maintained and protected from damage during construction. Chick-Fil-A BRSC EC Review (Final 28 August 2020) 7 Public Comments Received No comments received. Staff Recommendations The project meets the standards and guidelines for a certificate of appropriateness in the Entrance Corridor. Staff recommends approval of this application as submitted with the following conditions:  The four (4) existing magnolia trees along Emmet Street shall be maintained and protected from damage during construction.  Requirement that all door and window glass be clear (not less than 70% VLT);  Prohibition of signage on the outdoor umbrellas and requiring they be of a uniform color.  Exterior light fixtures shall have lamping that is dimmable and have a Color Temperature not to exceed 3000K. Additionally, the owner will address any reasonable public complaints about light glare by either dimming the lamp or replacing the lamps/fixtures. Suggested Motion Having considered the standards set forth within the City’s Entrance Corridor Design Guidelines, I move to find that the proposed design for the Chick-Fil-A at 1000 Emmet Street North is consistent with the Guidelines and compatible with the goals of this Entrance Corridor, and that the ERB approves the Certificate of Appropriateness application as submitted with the following conditions:  The four (4) existing magnolia trees along Emmet Street shall be maintained and protected from damage during construction.  Requirement that all door and window glass be clear (not less than 70% VLT);  Prohibition of signage on the outdoor umbrellas and requiring they be of a uniform color.  Exterior light fixtures shall have lamping that is dimmable and have a Color Temperature not to exceed 3000K. Additionally, the owner will address any reasonable public complaints about light glare by either dimming the lamp or replacing the lamps/fixtures. Alternate Motions Deferral: I move to defer (or deny) the Entrance Corridor Certificate of Appropriateness application for Chick Fil A at 1000 Emmet Street North. Denial: Having considered the standards set forth within the City’s Entrance Corridor Design Guidelines, I move to find that the proposed design for the Chick-Fil-A at 1000 Emmet Street North is not consistent with the Guidelines and is not compatible with the goals of this Entrance Corridor, and for the following reasons the ERB denies the Certificate of Appropriateness application as submitted... Attachments/Referenced Material: Refer to Special Use Permit Resolution (See page 6 of link): http://weblink.charlottesville.org/public/0/edoc/793564/20200106Jan06.pdf Chick-Fil-A BRSC EC Review (Final 28 August 2020) 8 Refer to Bohler Engineering Site Plan, dated June 15, 2020, Sheets C-0.0, C-0.1, C-0.2, C-1.0, C1.1, C-1.2, C-2.0 - C-2.2, C-3.0 - C-3.4, C-4.0 - C-4.3, PS-1.0 - PS-1.4, L-1.0, L-1.1, and E- 102. E+H Architects drawings and materials board: Elevations and Perspectives, dated August 20, 2019: Sheets G-009 and G-010. Refuse Enclosure, dated April 2, 2020: Sheet A-103. Order Point Canopy, date September 3, 2019: Sheet A-104. Materials, dated January 30, 2020. Lighting cut sheets. LSI Industries CRUS-SC-LED-LW-30 Progress Lighting P5675-31/30K Halo RL4- C7. Clayton Signs submittal, dated November 13, 2019. Sign A. Monument sign. Signs B, C, and E. LED-illuminated channel letters. Sign F. Painted wall mural Chick-Fil-A BRSC EC Review (Final 28 August 2020) 9 4 3 2 1 EC-1 21'-4" BR-A EC-2 15'-8" E E 10'-8" BR-B Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349- 2998 T.O. SLAB 0" 1 EXTERIOR ELEVATION - NORTH 1/4" = 1'-0" EC-2 EC-1 21'-4" E+H ARCHITECTS P.C. 750 OLD HICKORY BLVD. SUITE 250 BR-A BRENTWOOD, TN 37027 D D PHONE: 615.377.3111 FAX: 615.377.0978 15'-8" EMAIL: GENMAIL@EANDHARCH.COM I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PREPARED UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE, THE SAME COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OF 10'-8" BR-B BR-A T.O. SLAB 0" 2 EXTERIOR ELEVATION - SOUTH 1/4" = 1'-0" EC-1 C C EC-2 21'-4" BR-A EC-2 15'-8" Charlottesville, VA 22903 Barracks Road 10'-8" Emmet Street BR-B BIM 360://VA_04332_Barracks Road_Charlottesville_FSR_Custom FSR_Custom FSR/04332_Barracks Road_ARC.rvt BR-A EXTERIOR FINISHES T.O. SLAB 0" B B BR-A (BRICK VENEER) TBD 3 EXTERIOR ELEVATION - EAST 1/4" = 1'-0" SELECT TO MATCH SHOPPING CENTER MATERIALS 21'-4" EC-1 FSR# 04332 BUILDING TYPE / SIZE: P12 LS ALL RELEASE: v2_19.05 BR-B (BRICK VENEER) TBD REVISION SCHEDULE SELECT TO MATCH SHOPPING EC-2 BR-A NO. DATE DESCRIPTION CENTER MATERIALS EC-2 15'-8" EC-1 PREFINISHED METAL COPING MFR: EXCEPTIONAL METALS COLOR: "DARK BRONZE" (MATT) 10'-8" EC-2 PREFINISHED METAL COPING MFR: EXCEPTIONAL METALS COLOR: "SNOWWHITE" PRELIMINARY CONSULTANT PROJECT # #### LS-04332-G-009-ELEVATIONS A A PRINTED FOR PRELIMINARY PT-9 (EXTERIOR PAINT) DATE 08/20/2019 COLOR: DARK BRONZE DRAWN BY BR-B Author 8/22/2019 3:51:33 PM Information contained on this drawing and in all digital files produced for above named project may not be reproduced in BR-A any manner without express written or verbal consent from authorized project representatives. ST-1 (STOREFRONT) 0" SHEET COLOR: DARK BRONZE FINISH: SEMI-GLOSS ELEVATIONS EXTERIOR ELEVATION - WEST 4 1/4" = 1'-0" SHEET NUMBER G-009 4 3 2 1 4 3 2 1 E E Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349- 2998 E+H ARCHITECTS P.C. 750 OLD HICKORY BLVD. SUITE 250 BRENTWOOD, TN 37027 D D PHONE: 615.377.3111 FAX: 615.377.0978 EMAIL: GENMAIL@EANDHARCH.COM I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PREPARED UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE, THE SAME COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OF C 1 PERSPECTIVE VIEW - SOUTH 2 PERSPECTIVE VIEW - EAST C Charlottesville, VA 22903 Barracks Road Emmet Street BIM 360://VA_04332_Barracks Road_Charlottesville_FSR_Custom FSR_Custom FSR/04332_Barracks Road_ARC.rvt B B FSR# 04332 BUILDING TYPE / SIZE: P12 LS ALL RELEASE: v2_19.05 REVISION SCHEDULE NO. DATE DESCRIPTION 80-LS-04332-G-010-PERSPECTIVES PRELIMINARY CONSULTANT PROJECT # #### A A PRINTED FOR PRELIMINARY PERSPECTIVE VIEW - NORTH PERSPECTIVE VIEW - WEST 3 4 DATE DRAWN BY 08/20/2019 Author 8/22/2019 3:52:30 PM Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. SHEET PERSPECTIVES SHEET NUMBER G-010 4 3 2 1 4 3 2 1 E2 TOP OF EXTERIOR BOND BEAM A-103 8' - 8" 4 3/8" D1 LOW PROFILE A-103 2'-0" TURBINE ROOF 0' - 0" TOP OF INTERIOR BOND BEAM VENTILATOR SUPPLIED AND STORAGE 7' - 4" BLOCK FILLER W ITH D2 INSTALLED BY GC RAMP TO DOOR ONE COAT OF PRIMER & A-103 3'-8" 7' - 4" 51 MAX SLOPE 1:12 W HITE ROOFING MEMBRANE ONE COAT EPOXY PAINT AT W ALL BEYOND TO MATCH BRICK. 6" DIAMETER STEEL PIPE GATE POST W HITE ROOFING MEMBRANE ON ROOF DECKING - RE: 2'-6 1/2" RE: KITCHEN STRUCTURAL FOR SHELVING ON RAFTERS - RE: STRUCTURAL IN THIS AREA. W EEPS AT 24" O.C. ON 1/2" CDX PLYW OOD CEILING - PAINT PT-1A DRIP CAP CMU BOND BEAM 0' - 0" 0' - 0" REFUSE STORAGE - RE: STRUCTURAL E ONE COAT OF PRIMER & ONE COAT 7'-4" A.F.F. E 4' - 4" 9 3/4" OF PT-7, TYP INSIDE THIS ROOM 9 3/4" BACKER ROD & 1/4" / 1'-0" SEALANT, TYP ALL SIDES SEALANT BOLLARD - RE: CIVIL CONCRETE SLAB - RE: STRUCTURAL PAINTED HOLLOW METAL 1/2" EXPANSION JOINT - DOOR & FRAME, PT-7 GROUT SOLID 12'-5" RE: STRUCTURAL 4' - 0" PIPE BOLLARD A2 LEVEL 1 A-103 0' - 0" SEALED CONCRETE SLAB - B2 A-103 Chick-fil-A C4 REFUSE ENCLOSURE DOOR HEAD DETAIL A-103 RE: STRUCTURAL E1 5200 Buffington Road 34' - 8" 1 1/2" = 1'-0" 8"x16" W ALL 1/4" / 1'-0" Atlanta, Georgia DRAIN OPENING E2 REFUSE ENCLOSURE SECTION 30349-2998 4 1/2" BELOW 1/2" = 1'-0" 26' - 7 1/4" REFUSE 8' - 8" -0' - 2 5/8" ROOFING MEMBRANE 10 D NAILS AT 6" O.C. 4 1/2" SAW CUT - 1/2" X 4” LONG #3 SS DOW ELS DECKING RE: CIVIL W / HOOK AT COPING KOINTS. - RE: STRUCTURAL PROVIDE CONT. SEALANT AT 2-PIECE METAL DRIP EDGE SLOPE 1/4" / 1'-0" COPING JOINTS, TYP. DARK BRONZE JOIST 1/4" / 1'-0" PRECAST STONE COPING, TERMINATION BAR JOINTS TO BE SANDED ANCHORAGE - RE: SLOPE 4' - 0" SEALANT 12'-5" 40 MIL. SINGLE-PLY PVC ROOF MEMBRANE BY DURO-LAST ROOF DECKING 7'-4" A.F.F. 2X BLOCKING - RE: STRUCTURAL 8" HARDIE PLANK - RAFTERS PAINT COLOR #7 E+H ARCHITECTS P.C. - RE: STRUCTURAL 4' - 4" ANCHORAGE 750 OLD HICKORY BLVD. SUITE 250 BOND BEAM - RE: STRUCTURAL HYDRANT - - RE: STRUCTURAL 2X TREATED TOP PLATE 0' - 0" BOND BEAM BRENTWOOD, TN 37027 D RE: PLUMBING 0' - 0" BRICK VENEER - RE: STRUCTURAL D PHONE: 615.377.3111 RAFTERS - RE: STRUCTURAL FAX: 615.377.0978 10 1/2" MOISTURE BARRIER 4 3/8" HORIZONTAL JOINT EMAIL: GENMAIL@EANDHARCH.COM REINFORCEMENT - RE: STRUCTURAL I HEREBY CERTIFY THAT THESE PLANS 4 3/8" 9' - 11 1/4" 4 3/8" 1/2" CDX PLYW OOD HAVE BEEN PREPARED UNDER MY 10' - 8" CEILING - PAINT PT1-A SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE, THE SAME COMPLY W ITH C2 HORIZONTAL JOINT ALL RULES, REGULATIONS AND REINFORCEMENT W ITH HOOK ORDINANCES OF A-103 & EYE TYPE BRICK TIES - RE: STRUCTURAL D3 REFUSE ENCLOSURE PLAN 1/4" = 1'-0" D2 REFUSE ENCLOSURE ROOF EDGE DETAIL 1 1/2" = 1'-0" D1 REFUSE ENCLOSURE DRIP EDGE 1 1/2" = 1'-0" TOP OF EXTERIOR BOND BEAM TOP OF EXTERIOR BOND BEAM 8' - 8" 8' - 8" TOP OF INTERIOR BOND BEAM TOP OF INTERIOR BOND BEAM 7' - 4" 7' - 4" EC-3 EC-3 PAINTED HOLLOW METAL BR-A DOOR & FRAME BR-A H.M. DOOR PAINT GROUT SOLID LEVEL 1 LEVEL 1 0' - 0" 0' - 0" C A3 3 ANCHORS PER JAMB C A-103 B1 _____________________ A-103 SEALANT, TYP ALL SIDES C4 REFUSE ENCLOSURE ELEVATION 1/4" = 1'-0" C2 REFUSE ENCLOSURE ELEVATION 1/4" = 1'-0" CONCRETE FILLED & REINFORCED CELL RE: STRUCTURAL 8" CMU A301_FINISH SCHEDULE - EXTERIOR C1 REFUSE ENCLOSURE DOOR JAMB DETAIL MODEL Charlottesville, VA 22903 MARK DESCRIPTION MANUFACTURER MODEL NAME NUMBER COLOR NOTE 1 1/2" = 1'-0" EXTERIOR Barracks Road BR-A BRICK VENEER (PRIMARY) REDLAND BRICK MODULAR TAKOMA #651 BR-B BRICK VENEER (ACCENT) REDLAND BRICK MODULAR LIGHT BUFF MATT CP-1 CANOPY METAL FASCIA DURA COAT DC19ST-2703 DARK BRONZE OIL RUBBED BRONZE METALLIC TEXTURE PVD CP-2 CANOPY METAL DECK WHITE SMOOTH WHITE, HIGH GLOSS 1' - 0" HORIZONTAL JOINT REINFORCEMENT EC-1 PARAPET WALL COPING DUROLAST / DARK BRONZE (MATTE) W ITH HOOK & EYE TYPE BRICK TIES GROUT BOTTOM TW O COURSES EXCEPTIONAL METALS - RE: STRUCTURAL SOLID, TYP AND EXTEND GROUTING EC-2 PARAPET WALL COPING DUROLAST / ALMOND (MATTE) DOW NW ARD INTO FOOTING AS EXCEPTIONAL METALS SHOW N ON STRUCTURAL DRAW INGS 6" PIPE BOLLARD GATE POST 1" CHAMFERED EDGE Emmet Street EC-3 PRECAST STONE COPING ROCKCAST #CO-300 12"W x 47 5/8"L BUFFSTONE BRICK VENEER BEYOND - PAINT PT-9 PT-100 EXTERIOR PAINT SHERWIN WILLIAMS SHER-CRYL HIGH PERFORMANCE SW 2807 ROOKWOOD REFUSE ENCLOSURE. FINISH: SEMI-GLOSS ON DOOR FRAMES, SATIN ON WALLS FOOTING - RE: STRUCTURAL ACRYLIC #B66-350 CONCRETE SLAB & FOOTING AIR SPACE (RE: STRUCTURAL) PT-113 EXTERIOR PAINT SHERWIN WILLIAMS SHER-CRYL HIGH PERFORMANCE DARK BRONZE FINISH: SEMI-GLOSS ACRYLIC #B66-350 DAMPPROOFING 1/2" EXPANSION JOINT GATE PANEL ST-1 STOREFRONT YKK YES 45 DARK BRONZE (MATTE) SLOPE FOR DRAINAGE - RE: PLAN BIM 360://VA_04332_Barracks Road_Charlottesville_FSR_Custom FSR_Custom FSR/04332_Barracks Road_ARC.rvt CONT. MEMBRANE FLASHING W ITH W EEP HOLES AT 32" O.C. **STORAGE RM FLOOR CONCRETE SLAB, RE: STRUCT. 0'-0" 9 3/4" B LEVEL 1 B 0'-0" GROUT CAVITY SOLID AT CONCRETE PAVING 1x4 EARTHCARE PREFINISHED BELOW FLASHING - RE: CIVIL EXTEND BRICK VENEER TO FOOTING TRIM SURROUND BELOW . CONTRACTOR SHALL HAVE OPTION TO USE 4" THICK CMU FSR# 04332 6" MIN. CRUSHED GATE PULLS AS APPROVED INSTEAD OF BRICK AT AREAS BELOW STONE BASE LINE OF FINISHED FINISH GRADE. BY OW NER. GRADE - RE: CIVIL POST FOUNDATION 1/2" EXPANSION BUILDING TYPE / SIZE: - RE: STRUCTURAL JOINT - RE: CIVIL RELEASE: v2_19.05 REFUSE ENCLOSURE BASE DETAIL REFUSE PAD AT CONCRETE PAVING DETAIL B2 B1 REVISION SCHEDULE 1 1/2" = 1'-0" 3/4" = 1'-0" NO. DATE DESCRIPTION 12'-5" GRAY INDICATES PAINT PT-9 IN THIS DRAW ING, TYP 11'-7" PAINTED STEEL POST CAPS (TYP) PAINT PT-9 2 EQUAL PANELS STEEL PLATE AND ANCHORAGE COLLAR HINGES (TAP & ADD GREASE FITTINGS AT EACH 1" DIAMETER STEEL DROP ROD HINGE-GREASE HINGES AFTER PAINTING) 2-1/2" X 2-1/2" PAINTED STEEL 6" LONG DROP ROD GUIDE TUBE GATE FRAME - PAINT PT-9 10-04332-A-103-REFUSE ENCLOSURE REFUSE ENCLOSURE NOTES 6" DIAMETER PAINTED STEEL PRELIMINARY 1x4 EARTHCARE PREFINISHED 1. ** IN THE ARCHITECTURAL DRAW INGS, REFUSE ENCLOSURE AND MAIN POST - PAINT PT-9 BUILDING ARE BOTH NOTED W ITH FINISH SLAB AT 0'-0". ACTUAL FINISH TRIM SURROUND CONSULTANT PROJECT # #### SLAB HEIGHTS W ILL VARY BETW EEN MAIN BUILDING AND REFUSE A 1-1/4" DIAMETER DRILLED HOLE 1-1/2" X 1-1/2" PAINTED STEEL ENCLOSURE. REFER TO CIVIL FOR ALL FINISH SLAB HEIGHTS. A PRINTED FOR PRELIMINARY IN CONCRETE DRIVE. ANGLES - PAINT PT-9 DATE 04/02/2020 VERTICAL EDGE OF CONCRETE SLAB DRAW N BY 4/27/2020 10:23:32 AM BEHIND & BELOW GATE Author PREFINISHED PLASTIC LUMBER ATTACHED TO STEEL FRAME Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. 1/2" EXPANSION JOINT - RE: CIVIL LEVEL 1 SHEET 0' - 0" REFUSE ENCLOSURE CONCRETE DRIVE - RE: CIVIL DROP RODS BEYOND REFUSE ENCOSURE DROP ROD 3-D DETAIL A3 REFUSE ENCLOSURE ELEVATION SHEET NUMBER A2 A-103 N.T.S. 3/8" = 1'-0" 4 3 2 1 4 3 2 1 A104_ORDER POINT EQUIPMENT SCHEDULE APPLICABLE TIER TAG EQUIPMENT SUPPLIER CONTACT MANUFACTURER MODEL NUMBER COMMENTS 1 2 3 6 7/8" ID, 7 3/8" OD, 56" H; Color: Safety INTERSTATE Yellow w/ reflective Red Stripe. High-density BOLLARD X0.3 - X X GC - PRODUCTS OR 1736YRS - EAGLE 6" polyethylene (HDPE) construction with uv SLEEVE EQUAL inhibitors; Slide-on & trim per manufacturer's installation instructions Carolyn Ward (678-974-1759) 83" L x 15' W x 77" H; See shop drawings C7 ORDER UNISTRUCTURES c.ward@unistructures.com UNISTRUCTURES for more information; Matte Black textured X0.4 POINT W/O - X X OR CHANDLER OR Kristen Hamilton, Amy OR CHANDLER - finish. Route conduit from building to order CANOPY SIGNS McCann, or Scarlett SIGNS point as indicated on drawings Quintero (210-349-3804) CFA@chandlersigns.com C7 DOUBLE UNISTRUCTURES UNISTRUCTURES BY BY 14'-6 1/2" L x 9'-0" H; See shop drawings for X0.6 CLEARANCE - OR CHANDLER SEE X0.4 OR CHANDLER - SITE SITE more information; Matte Black textured finish E BAR SIGNS SIGNS E Larry Tolbert (705-545-7615) 9'-0" clearance text; metallic vynil numbers. ltolbert@lanesupplyinc.com Text heights vary by canopy - see shops for CLEARANCE LANE OR LANE OR X0.19 - X X OR Jason Holmes - component and dimension info.; Canopy TEXT FASHION FASHION (785-242-8111) vendor to install on order point canopies per jholmes@fashioninc.com drawings. Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 C3 C2 C1 CA CB 4'-0" 18'-0" 18'-0" 8'-0" 2'-0" 13'-8" 10'-0" CANOPY PERIMETER CHANNEL CP-1 CANOPY PERIMETER CHANNEL CP-1 CLEARANCE BARS AND POST LED DECK LIGHT NEW ORDER POINT FAN FAN HEATER E+H ARCHITECTS P.C. B.O. HEATER HEATER 10'-0" 10'-0" CLEARANCE HEIGHT NUMBERS 8'-6" MIN B.O. FAN CANOPY COLUMN 8'-3" MIN BOLLARD 750 OLD HICKORY BLVD. SUITE 250 BOLLARD BRENTWOOD, TN 37027 D NEW ORDER POINT D PHONE: 615.377.3111 BEYOND, TYP FAX: 615.377.0978 EMAIL: GENMAIL@EANDHARCH.COM T/CURB 0" I HEREBY CERTIFY THAT THESE PLANS T.O. GRADE T.O. GRADE HAVE BEEN PREPARED UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE, THE SAME COMPLY WITH ALL RULES, REGULATIONS AND SIDE ELEVATION A104_ENTRY ELEVATION B2 1/4" = 1'-0" B1 1/4" = 1'-0" ORDINANCES OF CA CB CA CB CENTER HEATERS 25'-8" AND FANS OVER STRIPING BELOW, TYP 2'-0" 13'-8" 10'-0" NEW ORDER POINT X0.4 1'-2" 4'-0" 12'-10" 8'-10" 1'-6" REF ELECTRICAL FOR CP-2 CANOPY DECK PANELING ABOVE CONDUITS, SWITCHES, AND ACCESS HOLES 3" PVC DOWNSPOUT AT COLUMN WITHIN COLUMN FAN WITH NECESSARY SUPPORT TO 8'-0" CANOPY DECKING, REF ELECTRICAL 4'-9" C C 2'-0" C1 C1 4'-0" REFER TO MECHANICAL AND NOTE: DRAINAGE TO BE ELECTRICAL FOR INFORMATION BELOW GRADE WHEN ON LIGHT FIXTURES AND POSSIBLE PER SITE MECHANICAL FIXTURES CONDITIONS; TIE INTO STRIPING - RE: CIVIL, TYP 9 10 EXISTING UTILITIES. Charlottesville, VA 22903 NOTE: IF ABOVE HEATER WITH NECESSARY SUPPORT TO GROUND DRAINAGE IS CANOPY DECKING, REF MECHANICAL NECESSARY, LOCATED Barracks Road 18'-0" ALL DOWNSPOUT NOZZLES 8" ABOVE TOP OF CURB CURB - RE: CIVIL, TYP CANOPY PERIMETER CHANNEL ABOVE GAS PIPE WITHIN Emmet Street COLUMN - REF PLUMBING 48'-0" BIM 360://VA_04332_Barracks Road_Charlottesville_FSR_Custom FSR_Custom FSR/04332_Barracks Road_ARC.rvt C2 C2 2'-0" ALIGN BACK FACE OF B2 B2 COLUMN WITH EDGE ALIGN FRONT FACE OF A-104 OF STRIPING B A-104 COLUMN TO BACKSIDE B 4'-0" OF CURB, TYP 11 12 FSR# 04332 18'-0" BUILDING TYPE / SIZE: P12 LS ALL RELEASE: v2_19.05 REVISION SCHEDULE NO. DATE DESCRIPTION 3" PVC DOWNSPOUT WITHIN COLUMN LED DECK LIGHT, REF ELECTRICAL C3 C3 4'-0" 6" YELLOW PERMANENT BOLLARD, SEE X0.3 10-LS-04332-A-104-ORDER POINT CANOPY EQ EQ CIVIL REF PRELIMINARY B1 CONSULTANT PROJECT # #### A-104 2'-6" A A PRINTED FOR PRELIMINARY DATE 09/03/2019 DRAWN BY 2'-6" Author 3/25/2020 9:16:28 AM Information contained on this drawing and in all digital files DOUBLE CLEARANCE BAR, produced for above named project may not be reproduced in any manner without express written or verbal consent from LOCATION BASED ON SITE authorized project representatives. CONDITIONS, FIELD VERIFY X0.6 6" YELLOW PERMANENT BOLLARD, SHEET X0.3 SEE ORDER POINT CANOPY A2 ORDER POINT CEILING PLAN A1 ORDER POINT CANOPY PLAN SHEET NUMBER A-104 1/4" = 1'-0" 1/4" = 1'-0" 4 3 2 1 Chick-fil-A at BRSC — Materials — January 30, 2020 LSI Industries CRUS-SC-LED-LW-30 LED CANOPY LIGHT - LEGACYTM (CRUS) US & Int’l. patents pending. SC - Standard Symmetric HOUSING - Low profile, durable die-cast, aluminum construction, providing a reliable weather-tight seal. LEDS - Features an array of select, mid-power, high brightness, high efficiency LED chips; AC - Asymmetric 5000K color temperature, 70 CRI (nominal). DRIVE CURRENT - Choice of Very Low Wattage (VLW), Low Wattage (LW), Super Saver (SS), High Output (HO) or Very High Output (VHO). OPTICS / DISTRIBUTION - Choice of Symmetrical or Asymmetrical, which directs light through a clear tempered glass lens, to provide a uniform distribution of light to vertical and horizontal surfaces. OPTICAL UNIT - Features an ultra-slim 7/8” profile die-cast housing, with a flat glass lens. Unit is water-resistant, sealed to an IP67 rating. Integral designed heat sink does not trap AC distribution utilizes a reflector which alters the dirt and grime, ensuring cool running performance over the life of the fixture. look from a standard S distribution PRESSURE STABILIZING VENT - Luminaire assembly incorporates a pressure stabilizing vent breather to prevent seal fatigue and failure. DOE LIGHTING FACTS Department of Energy has verified representative product test HAZARDOUS LOCATION - Designed for lighter than air fuel applications. Product is suitable data and results in accordance with its Lighting Facts Program. for Class 1 Division 2 only when properly installed per LSI installation instructions Visit www.lightingfacts.com for specific catalog strings. (consult factory). DRIVER - State-of-the-art driver technology superior energy efficiency and optimum light output. Driver components are fully encased in potting for moisture resistance. Complies with IEC and FCC standards. 0-10 V dimming supplied standard with all drive currents. DRIVER HOUSING - Die-cast aluminum, wet location rated driver/electrical enclosure is elevated above canopy deck to prevent water entry, provide easy “knock-out” connection of primary wiring and contributes to attaining the lowest operating temperatures available. Seals to optical housing via one-piece molded silicone gasket. OPERATING TEMPERATURE - -40°C to 50°C (-40°F to +122°F) ELECTRICAL - Universal voltage power supply, 120-277 VAC, 50/60 HZ input. Drivers feature two-stage surge protection (including separate surge protection built into electronic driver) meets IEEE C62.41.2-2002, Scenario 1, Location Category C. FINISH - Standard color is white and is finished with LSI’s DuraGrip® polyester powder coat process. DuraGrip withstands extreme weather changes without cracking or peeling. INSTALLATION - One person installation. No additional sealant required. Installs in a 12” or 16” deck pan. Deck penetration consists of a 4” hole, simplifying installation and water sealing. Unit is designed to quickly retrofit into existing Scottsdale (4”) hole as well as openings for Encore and Encore Top Access and to reconnect wiring for the SC/ECTA without having to relocate the conduit. Retro panels are available for existing Encores (see back page) as well as kits for recessed and 2x2 installations (see separate spec sheets). Support brackets are provided standard, to prevent sagging of deck. SHIPPING WEIGHT - 27 pounds (single pack), 48 pounds (double pack). EXPECTED LIFE - Minimum 60,000 to 100,000 hours depending upon the ambient temperature of the installation location. See LSI web site for specific guidance. WARRANTY - Limited 5-year warranty. Consult Factory LISTING - UL and ETL listed to UL 1598, UL 8750 and other U.S. and International safety Class 1, Division 2 – Available on LW and SS standards. Suitable for wet locations. T5 Temperature Classification – The surface PHOTOMETRICS - Please visit our web site at www.lsi-industries.com for detailed temperature of this product will not rise above photometric data. 100°C., within a 40°C ambient. Gas Groups A,B,C, and D – Group A: Acetylene / Group This product, or selected versions of this product, meet the standards listed below. B: Hydrogen / Group C: Propane and Ethylene / Please consult factory for your specific requirements. Group D: Benzene, Butane, Methane & Propane. IP67 wet location wet location 08/28/17 Project Name Fixture Type © 2017 Catalog # LSI INDUSTRIES INC. LED CANOPY LIGHT - LEGACYTM (CRUS) LSI Industries CRUS-SC-LED-LW-30 LUMINAIRE ORDERING INFORMATION TYPICAL ORDER EXAMPLE: CRUS SC LED HO 50 UE WHT Prefix Distribution1 Light Source Drive Current Color Temperature Input Voltage Finish Options CRUS SC - Standard LED VLW - Very Low Watt 50 - 5000K UE - Universal WHT - White HL - Hazardous location Symmetric Voltage BRZ - Bronze AC - Asymmetric LW - Low Watt SS - Super Saver * (120-277V) BLK - Black available on LW and SS HO - High Output VHO - Very High Output 347 - 480V FOOTNOTES: * City staff note: Lamp with 3000K CT is available. (-30) 1- AC distribution utilizes a reflector which alters the look from a standard S distribution. See https://www.lsicorp.com/wp-content/uploads/documents/products/crus-specsheet.pdf ACCESSORY ORDERING INFORMATION (Accessories are field installed) Description Order Number Description Order Number Retrofit Panels - EC / ECTA / SCF to CRU, for 16" Deck Panel 525946 Kit - Hole Plugs and Silicone (enough for 25 retrofits)1 1320540 Retrofit Panels - ECTA / SCF to CRU, for 12" Deck Panel 530281 1- Consists of (25) 7/8" hole plugs and (1) 10.3 oz tube of RTV Retrofit 2x2 Cover Panel Blank (no holes) 357282 Retrofit RIC Cover Panel Blank (no holes) 354702 DIMENSIONS 7 1/8” (181 mm) 15 15/16” 15 15/16” 7/8” (404 mm) (404 mm) (22 mm) LIGHT OUTPUT - CRUS Lumens Watts LPW SC AC SC/AC SC AC VLW - Very Low Watt 9055 7632 61 148 125 Cool White LW - Low Watt 10525 8884 74 142 120 SS - Super Saver 13674 11595 98 140 118 HO - High Output 18633 15145 132 141 115 VHO - Very High Output 22418 17262 159 141 109 08/28/17 Project Name Fixture Type © 2017 Catalog # LSI INDUSTRIES INC. Project: Chick-fil-A Fixture Type: Progress Lighting P5675-31/30K Location: Contact: CYLINDER Wall mounted • Damp location listed Specifications: P5675-31/30K Description: Images: The P5675 Series are ideal for a wide variety of interior and exterior applications including residential and commercial. The Cylinders feature a 120V alternating current source and eliminates the need for a traditional LED driver. This modular approach results in an encap- sulated luminaire that unites performance, cost and safety benefits. Construction: Black (-31) (powdercoat) Die cast and extruded aluminum construction metal shade Dimensions: Flicker-free dimming to 10% brightness with most ELV type dimmers (See Dimming Notes) Back plate covers a standard 4” hexagonal recessed outlet box Width: 5” Mounting strap for outlet box included Height: 14” 6” of wire supplied Wet location listed when used with P8799 lens cover (sold separately) Depth: 8-7/8” H/CTR: 8” Performance: Number of Modules 2 Input Power 17W Input Voltage 120V Input Frequency 60Hz Lumens/LPW (Down) 795/46 (LM-79) per module Lumens/LPW (Up) 795/46 (LM-79) per module CCT 3000K CRI 90 Life 60,000 (L70/TM-21) EMI/RFI FCC Title 47, Part 15, Class B Min. Start Temp -30º C Max. Operating Temp 30º C Warranty 5 year warranty Labels cCSAus Damp location listed Catalog number: Base Finish Color Temp CRI - / P5675 31 - Black 30K - 3000K Blank- 90 CRI For more information visit our website: www.progresslighting.com Progress Lighting • 701 Millennium Boulevard • Greenville, SC 29607 CYLINDER Wall mounted • Damp location listed P5675-31/30K Dimming Notes: P5675 is designed to be compatible with many Electronic Low Voltage (ELV-Reverse Phase) controls. The following is a partial list of known compatible dimmer controls: Electronic Low Voltage ELV Reverse Phase Controls Lutron Diva Series (Part Number DVELV-300P) Lutron Nova T Series (Part Number NTELV-300) Lutron Vierti Series (Part Number VTELV-600) Lutron (Part Number MAELV-600) Lutron (Part Number SPELV-600) Leviton (Part Number AWRMG-EAW) Leviton (Part Number 6615-P) Digital type dimmers are not recommended. Dimming capabilities will vary depending on the dimmer control, load, and circuit installation. Always refer to dimmer manufacturer instructions or a controls specialist for specific requirements. Dimmer control brand names where identified above are trade names or registered trademarks of each respective company. For more information visit our website: www.progresslighting.com Progress Lighting • 701 Millennium Boulevard • Greenville, SC 29607 HALO d esc r iption Catalog # Type The Halo RL4 series is a retrofit LED Baffle-Trim Module for 4" Halo RL4- C7 aperture recessed downlights. The RL4 is designed for use with Project compatible 4" housings. The RL4 integral LED driver is dimmable at 120 volts. The RL4 lens provides uniform illumination and wet Date Comments location listing. The RL4 die-cast construction makes any housing AIR-TITE for added HVAC savings and code compliance. Prepared by S P E C I F I C A T I O N feat u r es MECHANICAL ELECTRICAL Warranty Module-Trim Power Connections Cooper Lighting provides a five • Module construction includes • LED connector is a non-screw year limited warranty on the RL4 LED, heat sink, reflector, lens, base luminaire disconnect LED. baffle and trim ring offering easy installation with COMPLIANCE • Durable die-cast aluminum the matching Halo H995 Series Labels construction housings. • Regressed baffle • UL/cUL Listed 1598 Luminaire • LED Connector meets California • Heat sink designed to conduct (with listed housings) Title-24 high-efficacy luminaire heat away from the LED • UL/cUL Listed for Damp keeping the junction requirement for a non-screw base socket, and where Location RL460WH† temperatures below specified • UL/cUL Listed for Wet White required to qualify as a maximums, even when Location – Shower Applications high-efficacy luminaire. installed in insulated ceiling • IP65 Ingress Protection rated • The included E26 medium • May be installed in housings environments screw-base Edison adapter • Halo finish options in direct contact with air- provides easy retrofit of permeable insulation** and - Matte White paint finish (WH) incandescent housings (see - Satin Nickel plated finish (SN) combustible material Housing Compatibility). Lens Qualification Ground Connection • Regressed lens • ENERGY STAR® qualified • Separate grounding cable residential and commercial* • Impact-resistant polycarbonate included on the RL4 module • Convex form for lamp-like • Can be used for State of for attachment to the housing California Title 24 high efficacy appearance during installation. • High lumen transmission luminaire compliance* • Diffusing for even illumination L E D D r i v e r • Can be used for Washington • Dimmable driver is a 120 Volt, State Energy Code (WSEC) RL460SN† MOUNTING and International Energy F ri c t i o n B l a d e s high efficiency, electronic Satin Nickel power supply providing DC Conservation Code • Precision formed spring blades power to the LED. (IECC) high efficacy luminaire 80CRI secure module to compatible • Driver meets FCC EMI/RFI compliance 2700K, 3000K and 3500K housings. Consumer Level limits for use IC and AIR-TITE™ 90CRI • Friction blade design allows in residential and commercial the RL4 to be installed in any Certified under ASTM-E283 2700K, 3000K and 3500K installations. and listed UL/cUL 1598 with position within the housing • Driver features high power aperture (360 degrees). compatible housings, may 4-Inch LED factor, low THD, and has be used to meet insulated Housing Compatibility integral thermal protection in ceiling** and restricted air-flow Recessed Retrofit See Housing Compatibility the event of over temperature requirements such as: Module-Trim section. or internal failure. • Washington State Energy • Driver mounts externally to Code (WSEC) LED the module, allowing future • International Energy • Color Temperature (CCT)† replacement, if needed. Conservation Code (IECC) FOR USE IN Options: 2700K, 3000K, and • New York State Energy Dimming INSULATED CEILING 3500K Conservation Construction • Color Rendering Index (CRI)† • The Halo RL4 LED is designed AND NON-INSULATED for dimming capability to Code (NY-ECCC) Options: 80 and 90 • State of California Title 24 CEILING RATED • LED is a chip on board design 10% in normal operation “Recessed Luminaires in HOUSINGS consisting of a multiple LED with standard 120V LED-Rated, electronic low voltage, and Insulated Ceilings.” package with proximity many incandescent dimmers. H igh E fficac y L E D phosphor coating to create one virtual white light The LED module may also with I nteg r al source for a productive dim to 5% nominal using D r i v e r - Dimmable “cone of light” dimmers with low end trim adjustment. (Consult dimmer 2700K 2700K nominal nominal nominal manufacturer for dimmer 2725 2725 details. Note, some dimmers 2725 2700K 2700K 2700K 3000K 3000K 3000K 3500K 3500K 3500K 4100K 5000K 4100K 5000K 4100K 5000K 6500K 6500K 6500K require a neutral in the wallbox.) 3000K 3000K nominal nominal nominal * Qualified and compliant. Refer to ENERGY 3045 STAR® Qualified Products List and CEC (T24) 2700K 3045 3045 3000K 3500K 4100K 5000K 6500K Appliance Database for listings. 2700K 2700K 3000K 3000K 3500K 3500K 4100K 5000K 4100K 5000K 6500K 6500K 3500K 3500K nominal nominal nominal 3465 3465 2700K 3000K 3465 3500K 4100K 5000K 6500K 2700K 3000K 3500K 4100K 5000K 6500K 2700K 3000K 3500K 4100K 5000K 6500K ** Not for use with housings in direct contact with spray foam insulation. 4000K 4000KADV131345 nominal nominal November 15, 2013 nominal 10:57 AM † See ordering information table for available models. 3985 3985 2700K 3000K 3500K 3985 4100K 5000K 6500K 2700K 3000K 3500K 4100K 5000K 6500K 2700K 3000K 3500K 4100K 5000K 6500K RL4 Series L I G H T I N G FA C T S RL460WH827PK RL460WH830PK RL460WH835PK 270 0K Source 30 0 0K Source 350 0K Source RL460WH930PK RL460WH935PK 30 0 0K Source 350 0K Source RL460SN827PK RL460SN830PK E N E R G Y D ATA 270 0K Source 30 0 0K Source Energy Data (Typical) Min. Starting Temp Sound Rating: Class A -30°C (-22°F) EMI/RFI: FCC Title 47 CFR, Part 15, Class B (Consumer) Input Frequency: Input Voltage: 120V 50/60Hz THD: <20% Power Factor: >0.90 Input Power: Input Current: 9.0W - 10.5W 0.075A - 0.0875A (per CRI and CCT) (per input power) Driver-Safety Agency Approvals: UL60950-1 Recognized, LPS output UL8750 Compliant Maximum IC (Insulated Ceiling) Ambient Continuous Operating Temperature: 25°C (77°F) Maximum Non-IC (NON-Insulated Ceiling) Ambient Continuous Operating Temperature: 40°C (104°F) www.cooperlighting.com RL4 Series DIMENSIONS 3" [76.24mm] 5.125" [130.18mm] O RD E R I N G I N F O R MAT ION RL4 LED Module SAMPLE NUMBER: RL460WH827PK Complete unit includes RL4 LED and Halo H995 series LED housing, or compatible 4” E26 screw based housing (see: Housing Compatibility). RL4 LED and housing to be ordered separately. RL460WH Models 80 CRI RL460WH827PK= 4” LED Retrofit Module with regressed baffle and lens, White Baffle and Ring, 80 CRI, 2700K RL460SN827PK= 4” LED Retrofit Module with regressed baffle and lens, Satin Nickel Baffle and Ring, 80 CRI, 2700K RL460WH830PK= 4” LED Retrofit Module with regressed baffle and lens, White Baffle and Ring, 80 CRI, 3000K RL460SN830PK= 4” LED Retrofit Module with regressed baffle and lens, Satin Nickel Baffle and Ring, 80 CRI, 3000K RL460WH835PK= 4” LED Retrofit Module with regressed baffle and lens, White Baffle and Ring, 80 CRI, 3500K 90 CRI RL460WH927PK= 4” LED Retrofit Module with regressed baffle and lens, White Baffle and Ring, 90 CRI, 2700K RL460SN927PK= 4” LED Retrofit Module with regressed baffle and lens, Satin Nickel Baffle and Ring, 90 CRI, 2700K RL460WH930PK= 4” LED Retrofit Module with regressed baffle and lens, White Baffle and Ring, 90 CRI, 3000K RL460SN930PK= 4” LED Retrofit Module with regressed baffle and lens, Satin Nickel Baffle and Ring, 90 CRI, 3000K RL460WH935PK= 4” LED Retrofit Module with regressed baffle and lens, White Baffle and Ring, 90 CRI, 3500K Accessories (order separately) HE26LED=Replacement screw base adapter (one included with unit) LED Housing Series H995ICAT= 4” Dedicated LED Insulated Ceiling, AIR-TITE New Construction Housing with LED luminaire connector (high efficacy compliant) H995RICAT= 4” Dedicated LED Insulated Ceiling, AIR-TITE Remodel Housing with LED luminaire connector (high efficacy compliant) H O U S I N G C O M PAT I B I LT Y - E 2 6 S C R E W B A S E R E T R O F I T RL460WH / RL460SN UL Listed All-Pro™ ET400ATSB, ET400RATSB, EI400ATSB UL/cUL Listed for installation in the following Halo and All-Pro 4” recessed E26 screw based and LED dedicated housings. Halo® H99ICAT, H99RTAT, H99TAT, H995ICAT, H995RICAT Utilitech CR04ICAT Thomas® PS4 UL Classified Lithonia Lighting® L3, L3R UL Classified for retrofit in the following 4” recessed E26 screw based housings. Commercial Electric™ HBR2000B Juno® TC1, TC1R Progress Lighting® P830-TG, P832-TG Juno®, Lithonia Lighting®, Thomas® Lighting, Progress® Lighting, Utilitech, and Commercial Electric™ and their product brand names, where identified above, are tradenames or trademarks of each respective company and Cooper makes no representations on these trademarks. Note: Specifications and Dimensions subject to change without notice. Visit our web site at www.cooperlighting.com Customer First Center 1121 Highway 74 South Peachtree City, GA 30269 770.486.4800 FAX 770 486.4801 www.cooperlighting.com Cooper Lighting 5925 McLaughlin Rd. Mississauga, Ontario, Canada L5R 1B8 905.507.4000 FAX 905.568.7049 CYLINDER wall mounted • Damp location listed Photometrics: P5675-31/30K ELECTRICAL DATA P5675-31/30K Input Voltage 120V Input Frequency 60Hz Input Current 0.11A Input Power 17W Power Factor >0.90 THD <20% EMI Filtering FCC Title 47, Part 15, Class B Operating Temperature -30º C to 30º C Dimming Yes* Over-voltage, over-current, short-circuit protected *See Dimming Notes for more information ® 1 Millennium Blvd eenville, SC 29607 ww.hubbelllighting.com NVLAP LAB CODE: 201003-0 PAGE: 3 OF 9 l mount LED cylinder with LEDs moved 430C-NAT, Lens 93047259-3 P5675-31/30K CANDELA LED Light Engine: 3000K 90 CRI DISTRIBUTION E SAMPLE PROVIDED. ZONAL LUMEN SUMMARY System Wattage: 33.0 DEG CANDELA ZONE LUMENS %LUMINAIRE Fixture delivered lumens: 1549 0 453 0-30 323 20.0% Fixture Efficacy: 49.0 5 454 Spacing Criteria: 1.0 0-40 475 29.4% 15 439 180˚ 165˚ 150˚ 135˚ 25 343 0-60 692 42.8% 440 35 243 0-90 795 49.2% 45 166 90-120 105 6.5% 55 99 90-130 198 12.3% 120˚ 65 60 90-150 488 30.2% 220 75 31 90-180 822 50.8% 85 9 105˚ 90 0 0-180 1617 100.0% 95 9 90˚ 105 31 COEFFICIENTS OF UTILIZATION 115 62 Zonal Cavity Method 125 103 % Effective Ceiling Cavity Reflectance 75˚ 135 172 80% 70% 50% 30% Room Cavity 220 145 251 20% Effective Floor Cavity Reflectance Ratio 60˚ 155 356 % Wall Reflectance 165 452 70 50 30 10 70 10 50 10 50 10 175 467 1 98 94 91 87 91 81 74 69 61 58 440 180 467 3 83 74 67 62 76 58 59 50 49 43 0˚ 15˚ 30˚ 45˚ 5 70 59 52 46 65 43 48 38 40 34 7 60 49 41 36 56 34 40 30 31 24 Test No. 16.00018 9 53 41 34 29 49 28 34 25 27 20 Tested at 25ºC Ambient in accordance to IESNA LM-79-2008 P5675-31/30K Test No. 16.00018 D PERFORMANCE MAY DIFFER FROM LABORATORY PERFORMANCE. CITY OF CHARLOTTESVILLE “A Great Place to Live for All of Our Citizens” Department of Neighborhood Development Services City Hall Post Office Box 911 Charlottesville, Virginia 22902 Telephone 434-970-3182 Fax 434-970-3359 www.charlottesville.org TO: Charlottesville Planning Commission FROM: Read Brodhead, Zoning Administrator Craig Fabio, Assistant Zoning Administrator Missy Creasy, AICP, Assistant Director NDS Lisa Robertson, Chief Deputy City Attorney DATE: August 31, 2020 SUBJECT: Family Day Home Ordinance Discussion At the July 2020 Planning Commission meeting, the following Zoning Text Amendment request was initiated: A Zoning Text Initiation to make both family day homes for up to 12 children by right uses in all zoning districts and exempt them from off street parking requirements, and to also ask staff to develop standard drop off and pick up code to ensure safety given this change. In addition, make all efforts to administratively speed up childcare applications. Staff took two different routes for review of this item including state and local actions. Ms. Robertson contacted the City Council’s legislative subcommittee about this matter and worked to develop more specific recommendations for Delegate Hudson and Senator Deeds, as to which of the state regulations the City contemplates might be most easily [and safely] relaxed during COVID. Though legislative items must come from Council directly, this is likely an item to receive their support. In addition, Ms. Robertson put together an informational/ background memo for the PC and council subcommittee on this issue which was sent to you on July 22, 2020 and included with these materials. The request for changes required at the state level has been submitted and feedback is forthcoming. In addition to state level consideration, staff reviewed the city code provisions and state code updates and drafted language for consideration that would bring our local ordinance up to date and provide for additional allowances for larger family day homes. Please note that any state code requirement currently in place is allowable regardless of the outdated language we have in the current city code. The attached draft code language is proposed for your consideration. It provides for compliance with the number of children per state code, allowances in all areas allowing for residential use and provisional use permit requirements for Family Day Home (5-12 children). Page 1 of 6 Staff is requesting that the Commission review the proposal and provide feedback. Questions for consideration include: Are there variations needed to the areas where Family Day Home (5-12 children) is allowable by right or by provisional use permit? Are there updates need to the provisional permit regulations proposed? Following this discussion, determination can be made concerning a schedule for public hearing. Attached: Proposed Ordinance updates Background data on Daycare regulations Page 2 of 6 Family Day home - Draft language for discussion Family day home means a child care program serving one (1) to twelve (12) children under the age of thirteen (13) (exclusive of the provider's own children and any children who reside in the home), where such program is offered in the residence of the provider or the residence of any of the children in care. Any program serving more than twelve (12) children shall be considered a child daycare facility. Occupancy, residential for purposes of this zoning ordinance, this term refers to the number of persons who may reside together within one (1) dwelling unit, as a single housekeeping unit. Each of the following shall be deemed a single housekeeping unit: (i) one (1) person; (ii) two (2) or more persons related by blood or marriage, together with any number of their children (including biological children, stepchildren, foster children, or adopted children); (iii) two (2) persons unrelated by blood or marriage, together with any number of the children of either of them (including biological children, stepchildren, foster children, or adopted children); (iv) within certain designated university residential zoning districts: up to three (3) persons unrelated by blood or marriage; (v) within all other residential zoning districts: up to four (4) persons unrelated by blood or marriage; (vi) group homes, residential facilities and assisted living facilities, as defined in the Code of Virginia, § 15.2-2291, which are licensed by the department of social services or the department of behavioral health and developmental services and which are occupied by no more than eight (8) mentally ill, mentally retarded, developmentally disabled, aged, infirm, or disabled persons together with one (1) or more resident counselors; (vii) a group of persons required by law to be treated as a single housekeeping unit, in accordance with the Federal Fair Housing Act, or a similar state law. A family day home that serves one (1) to (4) four children shall be considered part of a residential occupancy by a single family. Update 34-420 Use Matrix, 34-480 Use Matrix, and 34-796 Use Matrix Family Day Home 1-4 Children - “B” in all districts which allow single family residential 5-12 Children – “B” to remain for B-1, B-2 and B-3 to mirror current allowances 5-12 Children - “P” in all districts besides B-1, B-2 and B-3 which allow residential Add this section under Article IX. Generally Applicable Regulations, Division 9. Standards for Provisional Use Sec. 34-XXXX. Family Day Home (5-12 children) A provisional use permit that authorizes a Family Day Home (5-12 children) shall be subject to the following regulations: 1. Each provisional use permit for a family day home will be valid from January 1 (or such other date during a calendar year on which such permit is issued) through December 31 of the calendar year in which the permit is issued. 2. The operator of the Family Day Home must reside at the property as his/her primary residence, or must be caring for children who reside within the residence. 3. No clients or employees shall be allowed to visit the property on which a family day home is conducted earlier than 7:00 a.m. or later than 6:00 p.m. 4. Applicants for a family day home provisional use permit must obtain, and provide to the zoning administrator: a. A copy of a valid city business license (or a statement from the commissioner of revenue that no city business license is required) Page 3 of 6 b. A copy of a valid state license. Following initial issuance of the provisional use permit, the operator shall keep the zoning administrator supplied with a valid state license at all times while the provisional use permit is valid. c. A traffic safety plan that addresses drop-off and pick-up procedures related to automotive traffic. 5. In addition to the resident(s) of the dwelling, not more than one (1) other individual may be engaged in the activities of the family day home on the property at any given time. 6. One (1) exterior sign, of dimensions no greater than two (2) square feet, may be placed on the exterior of the dwelling or an accessory structure to indicate the presence of the family day home. The sign shall not be lighted. 7. A provisional use permit for a family day home may be revoked by the Zoning Administrator should a permit holder fail to maintain compliance with any of the regulations set forward in this section. An operator whose provisional use permit has been revoked pursuant to this paragraph shall not be permitted to apply for a new permit for any location for one calendar year after the end of the permit term. 8. Once an application requesting a provisional use permit is received by the Zoning Administrator, notification shall be sent by registered or certified letter to the last known address of each adjacent property owner. If the zoning administrator receives no written objection from a person so notified within 30 days of the date of sending the letter and determines that the family day home otherwise complies with the provisions of the ordinance and all other applicable local ordinances, the zoning administrator shall issue the permit. If the zoning administrator receives a written objection from a person so notified within 30 days of the date of sending the letter and determines that the family day home otherwise complies with the provisions of the ordinance, the zoning administrator shall consider such objection and may (i) issue or deny the permit or (ii) refer the permit to the local governing body for consideration. Page 4 of 6 Background data on Daycare regulations Provided by Lisa Robertson, Chief Deputy City Attorney on July 22, 2020 Following is a compilation of information regarding the layers of regulation for the two categories of child care facilities: “family day homes” and “child day centers”. At your meeting on July 14, 2020, several of you expressed interest in having a summary of state enabling legislation and regulations (to help understand how you might want to amend zoning ordinance provisions), and also for the City to ask its legislators to consider bringing forward proposals within the August 2020 special session—to make it easier for new day care facilities to quickly be established, particularly if schools cannot be reopened in the Fall during the continuing COVID emergency. We will also share all of this information with the City’s legislators. General Background Information about Regulation of Child Care Providers and Facilities Daycare for children is regulated at the state level, currently by the Virginia Department of Social Services. Beginning in 2021 the state regulating authority will become the State Board of Education, see Va. Acts of Assembly (2020), ch. 860. Generally, daycare services are provided in operations referred to as “Family day homes” or “child day centers”. Regulatory authority falls into three categories: Zoning regulations [local]--Under state law, see Va. Code §15.2-2292, the City’s zoning ordinance, for all purposes, must treat a “family day home” serving 1-4 children in a provider’s home, exclusive of the provider’s own children) as a residential occupancy by a single family (as a practical matter, that means “family day home” is a lawful accessory use everywhere in the City that is lawfully occupied as a person’s residence). No conditions can be imposed on the family day home use can be more restrictive than conditions/ regulations applicable to the residential occupancy by a single family. Separately, however, the family day home use may constitute taxable business activity; Religious institutions are not per se exempt from zoning regulations (but see the reference to a federal law known as “RLUIPA”, below in this email). [note: the City’s current zoning regulations are outdated; if you review the Use Matrix for each zoning district, “family day home 1-5 children” is allowed by right; according to the current provisions of 15.2-2292, that should be “family day home 1-4 children”.] State regulation of operations—State regulations vary, depending on whether child care is provided in (i) a “family day home” (no license is required; providers may go through a process to voluntarily become registered with the state, after demonstrating compliance with certain standards) or (ii) a “child day center” (state license is required) and (iii) whether or not the operator of a “child day center” is exempted from state licensure, but still subject to state-mandated minimum standards. Religious institutions are exempt from state licensing requirements for “child day centers”. Local regulation and licensing of providers and facilities—(i) state law allows the City, and certain counties, to enact ordinances regulating and requiring licensing of persons who provide “child care services” for compensation and regulation and licensing of “child care facilities” (see Va Code §15.2-914). Charlottesville does not regulate daycare under the authority of Va. Code §15.2-914, which contains some limitations (localities cannot regulate or require licensing of any facility already licensed by the state, cannot license or regulate any facility operated by a religious institution, and cannot enact regulations more extensive than state regulations of “family day homes”); and (ii) “Family day homes” or “child day centers” may constitute business activity that is taxable under the City’s business license tax ordinance. If so, then the annual fee for a business license is $35 (or, if the provider realizes annual revenues of $50K to $100K, the fee is $50). Planning Commission Recommendations Relating to the COVID emergency At the planning commission meeting July 14, 2020, the Commission expressed interest in asking legislators to discuss, at the upcoming August 2020 special session, the possible relaxing some of the state requirements that may apply to the establishment of new providers of child care services, as may be necessary to meet families’ needs during the continuing COVID emergency (especially if schools do not open in the Fall). The City’s legislative positions and agenda is set by City Council. I have made Council’s legislative subcommittee aware of the Commission’s discussion and recommendations. The most difficult task will be identifying specific state regulations that could be waived or relaxed, without compromising safety (perhaps waiver of application fees, inspection fees, background check fees, etc.?) for persons seeking to quickly establish new “child day center” operations. We will keep you informed of any developments with legislators during the August 2020 Special Session. References to state regulations When the City’s zoning ordinance is rewritten, one of the topics that requires updating are the City’s regulations of “family day homes”. Also, the Planning Commission may want to consider proposing updates to the City’s regulations governing where “child day centers” can be located, what local regulations would be in the public’s best interests, and whether or not an administrative approval (zoning permit)—rather than a special use permit—is the preferred mechanism for review of the Page 5 of 6 impacts of a child day center at a particular location. As you move forward, please keep the following terminology and laws in mind when discussing regulation of daycare: Va. Code §63.2-100: “Family day home”, is defined as a child day program offered in the residence of the provider or the home of any of the children in care for one through 12 children under the age of 13, exclusive of the provider's own children and any children who reside in the home, when at least one child receives care for compensation….Family day homes serving five through 12 children, exclusive of the provider's own children and any children who reside in the home, shall be licensed. However, no family day home shall care for more than four children under the age of two, including the provider's own children and any children who reside in the home, unless the family day home is licensed or voluntarily registered….[A] a family day home where the children in care are all related to the provider by blood or marriage shall not be required to be licensed. Va. Code §63.2-100: "Child day center" is defined as a child day program offered to (i) two or more children under the age of 13 in a facility that is not the residence of the provider or of any of the children in care or (ii) 13 or more children at any location. ("Child day program" means a regularly operating service arrangement for children where, during the absence of a parent or guardian, a person or organization has agreed to assume responsibility for the supervision, protection, and well-being of a child under the age of 13 for less than a 24-hour period). See Va. Code §63.2-100. Va. Code §63.2-1716: A child day center operated by a religious institution is exempt from state licensure requirements, but must satisfy a statutory list of criteria (including building and fire code inspection of facilities, mandatory staff ratios, physician certification of supervisors’ ability to care for children, background checks, CPR training for at least one person, etc.). See Va. Code 63.2-1716, https://law.lis.virginia.gov/vacode/title63.2/chapter17/section63.2- 1716/ . Information regarding the documentation required from religious institutions for the exemption can be found at https://www.dss.virginia.gov/files/division/licensing/recdc/intro_page/applicants/guidance_procedures/documentation_for_ religiously_exempt_cdc.pdf RLUIPA: Child day centers operated by religious institutions are not exempt from local zoning ordinance requirements. However, Planning Commissioners, Councilors and state legislators should be cognizant of a federal law called the Religious Land Use and Institutionalized Persons Act, 42 USC 2000ccc (“RLUIPA”). One section of RLUIPA specifies that a government may not impose or implement a land use regulation in a manner that imposes a substantial burden on the religious exercise of a religious assembly or institution, unless the government regulation is in furtherance of a compelling governmental interest and is the least restrictive means of furthering that interest. “Secular activities do not become acts of faith just because they occur on church property.” Calvary Christian Center v. City of Fredericksburg, 800 F.Supp.2d 760, 774 (E. Dist. Va., 2011). Whether or not a particular zoning requirement imposed or implemented relative to a particular property will result in a substantial burden on religious exercise is a fact-specific determination. Page 6 of 6 CITY OF CHARLOTTESVILLE DEPARTMENT OF NEIGHBORHOOD DEVELOPMENT SERVICES STAFF REPORT PRELIMINARY DISCUSSION: DEVELOPMENT DATE OF PLANNING COMMISSION MEETING: September 9, 2020 Project Planner: Matt Alfele Date of Staff Report: August 25, 2020 Project Name: Development of 240 Stribling Avenue Property Owner: Carrsgrove Properties, LLC Applicant’s Representative: Charlie Armstrong, Southern Development Group, Inc. RE: Planning Commission Work Session for a proposed development of 240 Stribling Avenue Background Charlie Armstrong, (Southern Development Group, Inc.) contract purchaser for property owned by Carrsgrove Properties, LLC (owner), is proposing to develop the property at 240 Stribling Avenue (TMP 18A025000) outside the current by-right land use designation. 240 Stribling Avenue is approximately 12.07 acres with road frontage on Stribling Avenue. The Comprehensive Land Use Map for this area calls for Low Density Residential. Low Density Residential is described as land occupied by single or two-family types of housing. The density in these areas by-right should be no greater than 15 units per acre. Prior to submitting an application to the City, Mr. Armstrong requested feedback from the Planning Commission at the February 26, 2020 Work Session. The feedback the applicant received on the preliminary design included:  Positive reception on the design (mix of housing type with central greens and access to Moores Creek).  Positive reception to the proposed density (15 DUA with up to 170 units)  The Planning Commission would like to see more affordable units below 80% AMI.  The Planning Commission would like to see more protection of Moores Creek.  The Planning Commission would like to see the applicant work with the City on improving Stribling Avenue. In addition to the Planning Commission Work Session on February 26, 2020, the applicant attended the Fry’s Spring Neighborhood Association meeting on January 22, 2020, to get Page 1 of 6 feedback on any proposed development of 240 Stribling Avenue. The following were points raised by the neighborhood:  Any development in this area will put more cars on Stribling Avenue. Improvements need to be made to Stribling.  More units will create more need for parking and could have a negative impact.  The neighborhood is concerned with any development on this site. In mid-August the applicant formally submitted a rezoning application and critical slope waiver application for the subject property. As part of the rezoning process, the applicant held a virtual Community Engagement meeting on September 3, 2020. This report was prepared prior to that meeting and any feedback from that meeting or other comments will be included in the Public Hearing Staff Report. Prior to placing the rezoning request on the Planning Commission’s agenda for a Public Hearing, the applicant has requested an additional Work Session. The proposal you are seeing tonight is very similar to the draft design from February, but more detail is now available. February 26, 2020 Work Session September 9, 2020 Work Session Up to 170 units Maximum DUA of 15 (for a max build out of 181 units) within duplex, townhomes, and apartments/condos. Design of clustered units around green space Design of clustered units around green space A proffer statement with a cash contribution to improve Stribling and 15% of units designated for persons making between 25% and 60% AMI Proposed Discussion points for the Planning Commission: 1. How will the connection from the development to Morgan Ct. work? 2. Will the roads within the development meet City Standards? 3. How will the development impact Stribling Avenue? 4. How will the proffers improve Stribling Avenue? 5. How is Moores Creek being protected? Page 2 of 6 Vicinity Map Page 3 of 6 Zoning Map Orange: R-2 (Two-family), Yellow: R-1S (Single-Family), Green: Huntley PUD Page 4 of 6 2016 Aerial 2013 Comp Plan Page 5 of 6 Yellow: Low Density Residential Attachments A. PUD Development Plan and Supplemental Plan. Page 6 of 6 Attachment A PUD DEVELOPMENT PLAN 240 STRIBLING AVENUE CITY OF CHARLOTTESVILLE, VIRGINIA TABLE OF CONTENTS 500' RAIDUS FOR ADJACENT PROPERTIES PUD DEVELOPMENT PLAN (SEC 34-517) THIS PUD DEVELOPMENT PLAN MEETS THE REQUIREMENTS OF CHARLOTTESVILLE CITY CODE SECTION 34-517 (a). THE BELOW TABLE OF CONTENTS LISTS THE PUD REQUIREMENTS AND REFERENCES WHERE IN THE PUD DEVELOPMENT PLAN THE REQUIREMENTS ARE ILLUSTRATED OR DESCRIBED. 34-517 (1)a A SURVEY PLAT DESCRIBING AND DEPICTING THE ENTIRE LAND AREA TO BE INCLUDED WITHIN THE PUD DEVELOPMENT SITE, INCLUDING IDENTIFICATION OF PRESENT OWNERSHIP, EXISTING ZONING DISTRICT CLASSIFICATION(S) OF THE PARCEL(S) TO BE INCLUDED WITHIN THE PUD. PAGE 2: EXISTING CONDITIONS 34-517 (2)a A NARRATIVE STATEMENT OF HOW THE OBJECTIVES DESCRIBED WITHIN SECTION 34-490 ARE MET BY THE PROPOSED PUD. PAGE 3: NARRATIVE 34-517 (3)a A CONCEPTUAL DEVELOPMENT PLAN, SUPPORTING MAPS, AND WRITTEN OR PHOTOGRAPHIC DATA AND ANALYSIS WHICH SHOW: A. LOCATION AND SIZE OF EXISTING WATER AND SANITARY AND STORM SEWER FACILITIES AND EASEMENTS; PAGE 2: EXISTING CONDITIONS B. LAYOUT FOR PROPOSED WATER AND SANITARY SEWER FACILITIES AND STORM DRAINAGE FACILITIES; PAGES 6-7: CONCEPTUAL LAND USE PLAN C. LOCATION OF OTHER PROPOSED UTILITIES; PAGES 6-7: CONCEPTUAL LAND USE PLAN D. LOCATION OF EXISTING AND PROPOSED INGRESS AND EGRESS FROM THE DEVELOPMENT;LOCATION AND SIZE OF EXISTING AND PROPOSED STREETS; PAGES 6-7: CONCEPTUAL LAND USE PLAN E. LOCATION OF EXISTING AND PROPOSED PEDESTRIAN AND BICYCLE IMPROVEMENTS, INCLUDING CONNECTIONS TO NEARBY SCHOOLS; PAGES 6-7: CONCEPTUAL LAND USE PLAN. F. AN INVENTORY, BY TAX MAP PARCEL NUMBER AND STREET ADDRESS, OF ALL ADJACENT PARCELS WITHIN A FIVE HUNDRED-FOOT RADIUS OF THE PERIMETER OF THE PUD, INDICATING THE EXISTING ZONING DISTRICT CLASSIFICATION OF EACH. PAGE 1: COVER SHEET G. A SITE INVENTORY OF THE SIGNIFICANT NATURAL, ENVIRONMENTAL AND CULTURAL FEATURES OF A SITE, INCLUDING AT A MINIMUM: HISTORIC LANDMARKS CONTAINED ON ANY STATE OR FEDERAL REGISTER; VEGETATION; EXISTING TREES OF EIGHT-INCH CALIPER OR GREATER; WETLANDS, TOPOGRAPHY, SHOWN AT INTERVALS OF FIVE (5) FEET OR LESS, CRITICAL SLOPES, AND OTHER, SIMILAR CHARACTERISTICS OR FEATURES, AND A PLAN FOR PRESERVING, PROTECTING, UTILIZING AND/OR INCORPORATING SUCH FEATURES INTO THE DESIGN AND FUNCTION OF THE PROPOSED PUD. PAGE 8: ENVIRONMENTAL FEATURES 34-517(4)a A PROPOSED LAND USE PLAN. SUCH PLAN WILL IDENTIFY: A. PROPOSED LAND USES AND THEIR GENERAL LOCATIONS, INCLUDING WITHOUT LIMITATION, BUILDING AND SETBACKS; PAGE 4: LAND USE PLAN B. PROPOSED DENSITIES OF PROPOSED RESIDENTIAL DEVELOPMENT; PAGES 11-12: MATRIX OF USE TYPES C. LOCATION AND ACREAGE OF REQUIRED OPEN SPACE; PAGE 4: LAND USE PLAN D. SQUARE FOOTAGE FOR NON-RESIDENTIAL USES; PAGE 4: LAND USE PLAN. NOTE, THERE ARE NO NON-RESIDENTIAL USES PROPOSED. E. MAXIMUM HEIGHT OF BUILDINGS AND STRUCTURES IN AREA OF PUD. PAGE 4: LAND USE PLAN 34-517 (5)a A GENERAL LANDSCAPE PLAN WHICH FOCUSES ON THE GENERAL LOCATION AND TYPE OF LANDSCAPING TO BE USED WITHIN THE PROJECT AS WELL AS THE SPECIAL BUFFERING TREATMENT PROPOSED BETWEEN PROJECT LAND USES AND ADJACENT ZONING DISTRICTS; PAGES 9-10: LANDSCAPE PLAN 34-517(6)a A PHASING PLAN IF NEEDED. EACH PHASE SHALL INDIVIDUALLY MEET THE REQUIREMENTS OF THIS SECTION. PAGE 5: PHASING PLAN 34-517(7)a A STATEMENT FROM THE CITY PUBLIC UTILITIES DEPARTMENT VERIFYING WHETHER WATER AND SEWER INFRASTRUCTURE CAPACITY DOES OR DOES NOT EXIST FOR THE PROPOSED LAND USE(S). ESTIMATED WATER AND SEWER DEMANDS HAVE BEEN PROVIDED TO CITY PUBLIC UTILITIES DEPARTMENT AND ADEQUATE CAPACITY HAS BEEN VERIFIED. 34-517(8)a A STATEMENT FROM THE FIRE MARSHAL VERIFYING WHETHER ADEQUATE FIRE FLOW SERVICE DOES OR DOES NOT EXIST FOR THE PROPOSED LAND USE(S). THE FIRE FLOW TEST RESULTS HAVE BEEN PROVIDED AND APPROVED BY THE FIRE MARSHALL. COVER PAGE 1 OF 13 240 STRIBLING AVENUE - APRIL 28, 2020 Attachment A ILLE, PHASE GAN COURT ILLE, LT E, TTESV ILLE, VILL VARIABLE MHS 2403 T SV COUR TESV TOP = 501.42' TES ZONIN LOT 16 STRIBLINHGR/W (SEE NOTE #11) 41 137 MO HARLOTTE HARLO MO ZONIN LOT 15 INV. IN = 498.42' 8" TC 17 & T G: PUD OT 14 T TMP 18A-26 8 Y OF C 18A-140 HUNTLE TMP 18A-1 EXISTING CRITICAL SLOPES PER ORD. (34-1120(b)(2)) ZON 2, LOT COUR R 1 LT ARLOT G: PUD RG INV. OUT = 498.32'8" TC RLOT F C 8A-142 JAMES M. McMURTRY AND CYNTHIA T. PHAS RGAN COU R GA N WIDT LEY O P 18A-139 139 MO LTD McMURTRY, TRUSTEES AN D D 2, Y OF C G: PU T : PU 238 STRIBLING AVENUE 2, MHS 3354 AN PHASE F CHA E CO H PHA MORG D E 2, L TLE TMP 1 S TMP R INST. 20160000545 135 M LTD T TOP = 502.24 ING UR ZONING: PUD AVENUE N INV. IN = 497.54' 8" TC ZONIN E YO TM T O M SE N U INV. OUT = 497.59' 8" TC EXISTING CRITICAL SLOPES PER ORD. (29-3) HUNTLE 141 O *REVERSE FLOW NOTED M SHED HUN HUNT O ) ) HU N (F (F NTL E E EY TMP P IP CONC. S20°06'14"E 390.42' S P IP S20°17'15"E 275.57' 142 OF CH 18A-14 M A 4 PHA ORGARLOTT 390.42' S N E ZON E 2, L COU SVILL ING OT 1 RT E, L : PU 9 TD D 5 N62°19'5 51 S0° S 26'0 122.97' TM HU HUN P 18A W 9"W NTL T - EY LEY, 46 ZON COM LLC ±53 ING MON OHU 520 1' T : PU D AREA O 508 CENT 6"E 505 500 5 MHS 3217 MHS 3281 49 49 0 .43' ER TOP = 401.52' 510 5 0 TOP = 400.49' 48 S OF 0 "W 48 475 0 INV. IN = 396.71' 10" TC INV. IN =395.66' 47 65 MO 515 0 *NOTE: MATERIAL CHANGE 4 46 455 OR 0 INV. OUT = 396.67' 10" TC 45 N8 206' ES 0'3 CR EEK 5 5°5 51 W C&G 450 S N56° 121.0 "E S 0 45 23' 35'36 W 5 395 39 2' 0 MHS 3216 5 40 0 5 40 OHU 0 41 CHMARK "2" TOP = 402.95' 41 5 S 42 S47°58'11"W 42 0 5 43 S3 INV. IN = 396.93' 10" STEEL 0 43 OD W/CAP SAN 5 44 44 EV = 510.61' INV. OUT = 396.81' 10" STEEL ) 21' 2° 4' (F SAN )2 (F ) D (F 263.52' O 20 D D R O O 7 R 505 '07 R 500 10.82' 5 N21°27'03"W WIRE FENCE 49 0 " 49 485 W MHS 2515 85.23' 0 480 SHED 51 TMP 18A-24-2 TOP = 502.76' JIAN GUO ZHENG INV. IN = 497.21' 8" TC C&G 252 STRIBLING AVENUE 5 135' 'INV. OUT= 497.18' 8" TC 47 INST. 2013006103 ZONING: R-2 E N LI 400 VARIA F SANITARY SEWER 470 ) O (F W S EASEMENT D 'N S73°57'27"W STRIB O D.B. 380 PG. 553 BLE R .51 WIDTH UNSPECIFIED 465 1 MHS 2514 WIDT LING /W (SEE NO TOP = 503.08' HR TMP 18A-24 INV. IN = 496.44' 8" TC 5 0 50 FRANCES W. LARNERINV. OUT= 496.44' 8" TC 46 AVEN 254 STRIBLING AVENUE 0 SAN 50 455 INST. 2014000085 495 UE E #11) ZONING: R-2 U MHS 2530 OH 450 T TOP = 497.88' S 05 ZONE AE INV. IN = 493.38' 8" TC ZONE X 4 178.67' INV. OUT = 493.30' 8" TC 5 44 0 49 S50 0 TMP 18A-24-1 44 PIEDMONT REALTY HOLDINGS I,LLC S 5 °36 256 STRIBLING AVENUE 43 0 40 58' INST. 2013003962 ZONING: R-2 485 0 '00" 43 395 MHS 2534 S 5 S MHS 2882 42 W TOP =501.27' INV. OUT = 493.49' 8" TC 480 TOP = 428.36' S0°35'43"E 420 INV. IN = 421.31' 8" TC N SA INV. OUT = 421.08' 8" TC 38' 395 415 16' SANITARY SEWER 475 S39°19'41"W±30' U 410 0 ) EASEMENT 21' 40 (F OH 470 D.B. 341, PG. 296 R O D S MHS 2542 E (F ) 465 SAN S SAN TOP = 484.68' IP N0° DB. 4 OB CIRC ER ) P E INV. IN = 478.75' 4" TC (NW) 48'3 TTESVILL ZONIN .352 (AC S SAN S SAN SSAN CHARLO MARLE MHS 2995 LE 564 N W J. FELL INV. IN = 478.99' 4" TC (NW) CITY OF 5"W 7 O F ALBE TOP = 403.30' MATT P 76B-2-1 COUNTY 695.05' CREEK INV. IN = 480.40' 8" TC (NE) G: R-2 460 TMP 76B-1 INV. IN = 398.08' 10" STEEL S 420 242 R E 5 INV. IN = 478.73' 8" TC (E) O ER MO MHS 2969 INV. OUT = 398.00' 10" STEEL 42 0 MAURY F. SHIELDS G 43 .57' TO CENT INV. OUT = 478.13' 8" TC 435 633, P 240 STRIBLING AVENUE SANITARY SEWER HE TMP 76B-2-22 ± 725' CIT 0 DB.1147, PG.113 (AC) 44 MHS 2993 TM 520 NOB CIRCLE Y TOP = 419.37' EASEMENT CO OF CH 445 455 5"W ZONING: R-2 N27°32'3 BAOMIN WANG and HUI ZHAO ) UNT 0 INV. IN = 412.92' 8" TC D.B. 298 PG. 416 TOP = 405.59' Y O ARLOT (F 45 DB. 4803, PG.528 (AC) D FA ( F) WIDTH UNSPECIFIED INV. IN = 398.85' 8" TC O LBETESVIL D INV. OUT = 412.75' 8" TC ZONING: R-2 R O ) INV. OUT = 398.77' 10" STEEL ZONIN G.113 (AC) ZONIN G.740 (AC) MA RLELE S R (F NOB OCK 3 S ) DB.11 Y F. SHIELD MHS 2629 D NOB OCK 5 DB.47 IN QUARLE NOB OCK 3 (F O MAUR 76B-2-48 MART 76B-2-50 MHS 2859 G: R-2 TOP = 461.29' TMP 76B-2-37 D R G: R-2 ZONIN HILL G: R-2 G: R-2 G: R-2 TOP = 445.42' O ZONIN HILL ZONIN HILL INV. IN = 456.64' 4" TC (W) NOB NOB, LLC ) R , BL (F BOTTOM STRUCTURE = 437.27 , BL , BL INV. IN = 456.79' 4" TC (NW) DB.4662, PG.124 (AC) E IP U 47, P 69, P INV. IN = 439.32' 8" TC LOT 5 INV. IN = 456.44' 8" TC (NW) ZONING: R-2 P OH LOT 9 LOT 7 TMP TMP INV. OUT = 454.98' 8" TC INV. OUT = 438.74' 8" TC TMP 76B-2-46 MAURY F. SHIELDS DB.1147, PG.113 (AC) ZONING: R-2 EXISTING CONDITIONS SCALE 1"=80' PAGE 2 OF 13 83 NAD 240 STRIBLING AVENUE - APRIL 28, 2020 0 80' 160' Attachment A NARRATIVE PER 34-517(2) PAGE 3 OF 13 240 STRIBLING AVENUE - APRIL 28, 2020 Attachment A LOT 33 LOT 38 LOT 22 LOT 28 LOT LOT 8 LOT 15 2,598 SF 2,268 SF 2,810 SF 2,685 SF OPEN 4,732 SF 2,830 SF 2,752 SF LOT 39 SPACE B LOT 29 LOT 34 LOT 16 LOT 23 1,523 SF 0.06 AC LOT 2 LOT 9 1,628 SF 1,662 SF 1,477 SF 1,628 SF 2,249 SF 1,485 SF LOT 40 LOT 30 LOT 35 LOT 17 LOT 24 1,660 SF LOT 3 LOT 10 1,776 SF 1,820 SF 1,644 SF 1,776 SF 2,393 SF 1,620 SF ROAD 'A' 48' PUBLIC R/W ROAD 'A' 48' PUBLIC R/W LOT 41 LOT 48 LOT 55 ROAD 'E' 22' R/W ROAD 'D' 1,668 SF 22' R/W LOT 18 LOT 25 1,656 SF 1,668 SF LOT 4 LOT 11 1,620 SF 1,808 SF LOT 56 LOT 62 2,132 SF 1,620 SF LOT 42 LOT 49 1,529 SF 1,675 SF LOT 19 LOT 26 1,525 SF 1,529 SF 2,208 SF 2,913 SF LOT 12 LOT 32 LOT 31 LOT 5 1,657 SF 1,485 SF 1,485 SF LOT 57 LOT 63 1,841 SF LOT 43 LOT 50 1,529 SF 1,536 SF LOT 20 LOT 26 1,656 SF 1,529 SF LOT 6 LOT 13 OPEN SPACE A 1,485 SF 1,657 SF LOT 64 LOT 68 0.56 AC LOT 58 ROAD 'F' 1,485 SF 22' R/W 1,745 SF OPEN 1,529 SF 1,676 SF 1,660 SF LOT 21 LOT 27 LOT 7 LOT 14 SPACE C 2,260 SF 1,808 SF LOT 69 2,432 SF 2,212 SF 0.14 AC OPEN 1,660 SF SPACE D 0.14 AC LOT 44 LOT 51 STRIBLING AVE. 1,799 SF 1,529 SF (WIDTH VARIES) PUBLIC R/W ROAD 'G' R/W DEDICATION LOT 59 LOT 65 22' R/W LOT 45 LOT 52 2,576 SF 1,668 SF 1,536 SF 1,525 SF 1,668 SF LOT 72 OPEN 2,164 SF 2,164 SF LOT 37 LOT 70 LOT 36 LOT 60 LOT 66 1,180 SF SPACE E LOT 46 LOT 53 1,660 SF 1,536 SF ROAD 'B' 1,529 SF 1,529 SF 4.05 AC 1,525 SF LOT 71 LOT 73 LOT 61 LOT 67 LOT 47 LOT 54 1,660 SF 1,180 SF 1,668 SF 1,676 SF PARCEL 'A' 1,664 SF 1,668 SF CONDOMINIUM 15,268 SF ROAD 'C' 48' PUBLIC R/W PARCEL 'D' NOTES: PARCEL 'B' PARCEL 'C' CONDOMINIUM CONDOMINIUM CONDOMINIUM 16,294 SF 10,582 SF 9,990 SF 1. BUILDING SETBACKS: FRONT: 0' SIDE: 0' REAR: 0' ADJACENT TO OUTSIDE PROPERTIES: 5' 2. MAXIMUM BUILDING HEIGHT: 55' LAND USE SUMMARY: TOTAL SITE AREA: 11.373 Ac. (100%) ± 0.060 Ac. (0.5%) R/W DEDICATION TO STRIBLING AVE. TOWNHOUSE LOT AREA: ± 2.998 Ac. (26.4%) CONDO/APARTMENT LOT AREA: ± 1.200 Ac. (10.6%) RIGHT-OF-WAY AREA: ± 2.165 Ac. (19.0%) OPEN SPACE AREA: ± 4.950 Ac. (43.5%) LAND USE PLAN SCALE 1"=80' PAGE 4 OF 13 83 NAD 240 STRIBLING AVENUE - APRIL 28, 2020 0 80' 160' Attachment A MO PHASING NOTES: RG AN 1. THE FIRST PHASE COMPLETED SHALL INCLUDE THE CONSTRUCTION CT OF ROAD A, THE CONNECTOR ROAD TO MORGAN CT., AND PROPOSED . IMPROVEMENTS TO STRIBLING AVENUE. 2. ACCESS ROADS AND UTILITY INFRASTRUCTURE SHALL BE CONSTRUCTED WITH EACH SUBSEQUENT PHASE AS REQUIRED TO COMPLETE A COHESIVE BLOCK FOR SAFE AND CONVENIENT ACCESS, AND TO MEET ALL CITY ORDINANCES. 3. THE ORDER OF COMPLETION OF PHASES SHALL BE FURTHER PHASE D REFINED WITH A FINAL SITE PLAN AND WILL BE SUBJECT TO CITY PHASE B PHASE C PHASE A REVIEW AND APPROVAL. ROAD A PHASE 1 ROAD D ROAD E PHASE F PHASE G PHASE E ROAD G ROAD F ROAD B PHASE H PHASE I PHASE J ROAD H PHASE K PHASE L ROAD C PHASE N PHASE O PHASE M PHASING PLAN SCALE 1"=80' PAGE 5 OF 13 83 NAD 240 STRIBLING AVENUE - APRIL 28, 2020 0 80' 160' W (SEE NO VENUE Attachment A TE #11) SHED RETAINING WALL RETAINING WALL RETAINING WALL CONC. S APPROX. HEIGHT = 4' TIE TO EXIST. WATERLINE APPROX. HEIGHT = 2.5' APPROX. HEIGHT = 5.5' IN MORGAN COURT OHU LOT 38 S LOT 28 LOT 33 LOT 15 LOT 22 LOT 1 LOT 8 OPEN 30' W S W 5 51 S LOT 39 SPACE B S 20' LOT 34 LOT 23 LOT 29 LOT 9 LOT 16 LOT 2 20' W 20' LOT 35 LOT 40 W LOT 24 LOT 30 520 LOT 10 LOT 17 LOT 3 505 500 W 5 W 49 49 0 W 20' 510 W 5 W 0 OHU W 48 28' 48 W W W 475 W 70 5 515 W 20' 4 46 0 46 455 W 0 28' S SAN 45 S SAN W S 5 51 SAN LOT 48 LOT 55 LOT 41 LOT 18 LOT 25 LOT 11 S W LOT 4 C&G 450 LOT 56 W LOT 42 LOT 49 LOT 19 LOT 26 LOT 5 LOT 12 W SAN 20' LOT 31 LOT 32 LOT 57 OHU LOT 43 LOT 50 W 20' W LOT 20 LOT 26 LOT 13 OPEN SPACE A W LOT 6 S LOT 58 W OPEN LOT 27 SPACE C S LOT 14 LOT 21 LOT 7 BIORETENTION #2 1,967 CF 505 X 500 SAN 5 RETAINING WALL SAN WIRE FENCE 49 0 49 LOT 51 485 APPROX. HEIGHT = 11' RETAINING WALL LOT 44 20' 0 480 SHED APPROX. HEIGHT = 5' 51 W OHU C&G LOT 59 W LOT 45 LOT 525 W 47 20' SAN LOT 36 LOT 37 LOT 60 VARIA 470 28' LOT 46 LOT 53 20' STRIW BLE 465 LOT 54 LOT 61 LOT 47 BLINGR/W (SEE N IDTH PARCEL 'A' 20' CONDOMINIUM 5 0 50 46 AVEN OTE #11 W W W 0 W 50 20' 495 28' UE S S SAN KEY MAP LEGEND SAN S TIE TO EXIST. WATERLINE IN MORGAN COURT ) PROPOSED SANITARY MANHOLE S 24' 0 24' SAN 49 PARCEL 'B' PARCEL 'C' PROPOSED SANITARY SEWER LINE S CONDOMINIUM CONDOMINIUM PROPOSED WATER LINE W SA N 485 CONCEPTUAL DEVELOPMENT PLAN SCALE 1"=50' PAGE 6 OF 13 83 NAD 240 STRIBLING AVENUE - APRIL 28, 2020 0 50' 100' Attachment A LOT 35 LOT 40 LOT 30 KEY MAP RETAINING WALL 500 W 5 W APPROX. HEIGHT = 6.5' 49 49 0 W 20' W 5 W 0 W 48 28' S 48 W 475 70 4 65 0 4 46 455 0 S 45 SAN LOT 48 LOT 55 LOT 41 S 450 LOT 62 LOT 56 VDOT STD. BRANCH LOT 42 LOT 49 TYPE TURNAROUND S W 0 SAN LOT 31 LOT 32 LOT 63 45 LOT 57 RETAINING WALL LOT 43 LOT 50 W APPROX. HEIGHT = 6.5' W 5 395 39 OPEN SPACE A 0 40 5 SAN 0 LOT 64 LOT 68 5 40 LOT 58 0 41 41 OPEN 5 42 TREE PRESERVATION S 42 0 5 43 0 43 SPACE C 5 44 S EASEMENT 44 BIORETENTION #4 BIORETENTION #2 LOT 69 4,176 CF OPEN 1,967 CF SPACE D S W BIORETENTION #3 500 SAN 5 SAN 746 CF 49 0 49 LOT 51 485 LOT 44 20' 480 W S S LOT 59 LOT 65 W LOT 45 LOT 525 W 47 PROPOSED SAN 20' STORMWATER SAN LOT 36 LOT 37 LOT 70 LOT 72 LOT 66 400 LOT 60 OUTFALL 470 28' LOT 46 LOT 53 20' 20' LOT 71 LOT 73 OPEN LOT 67 465 LOT 54 LOT 61 LOT 47 SPACE E W PARCEL 'A' 20' CONDOMINIUM 0 46 W W W W 0 28' W 50 20' 455 S 495 28' S SAN S SAN SAN S 450 SAN 5 ZONE AE 40 ZONE X CITY STD. TR-1 10' 5 24' 44 0 24' SHARED USE PATH 49 PARCEL 'D' WITHIN 15' PUBLIC PARCEL 'B' PARCEL 'C' CONDOMINIUM40 ACCESS EASEMENT. CONDOMINIUM CONDOMINIUM 4 5 43 PROPOSED STORMWATER STORAGE FACILITY 485 0 240 LF - 72" CMP 43 S CITY STD. TR-1 10' 5 SHARED USE PATH 42 WITHIN 15' PUBLIC 480 420 ACCESS EASEMENT. N SA LEGEND CITY STD. TR-1 10' 415 475 SHARED USE PATH N SA 410 U TREE PRESERVATION WITHIN 15' PUBLIC PROPOSED SANITARY MANHOLE S OH 470 EASEMENT ACCESS EASEMENT. S N SA 465 SS AN SAN PROPOSED SANITARY SEWER LINE SAN SAN SAN SAN S SAN SAN S S PROPOSED WATER LINE W 460 CONCEPTUAL DEVELOPMENT PLAN SCALE 1"=50' PAGE 7 OF 13 83 NAD 240 STRIBLING AVENUE - APRIL 28, 2020 0 50' 100' Attachment A NOTE: NO CULTURAL FEATURES OR LANDMARKS WERE FOUND ON SITE. ENVIRONMENTAL FEATURES PAGE 8 OF 13 240 STRIBLING AVENUE - APRIL 28, 2020 W (SEE NO VENUE Attachment A SCREENING SHED TREES (TYP.) TE #11) RETAINING WALL RETAINING WALL RETAINING WALL CONC. S APPROX. HEIGHT = 4' APPROX. HEIGHT = 2.5' APPROX. HEIGHT = 5.5' OHU LOT 38 S LOT 28 LOT 33 LOT 15 LOT 22 LOT 1 LOT 8 OPEN W S W 5 51 S LOT 39 SPACE B S LOT 29 LOT 34 LOT 16 LOT 23 LOT 2 LOT 9 STREET W TREES (TY LOT 35 LOT 40 W LOT 24 LOT 30 520 LOT 10 LOT 17 LOT 3 505 500 W 5 W 49 49 0 W 510 W 5 W 0 OHU W 48 48 W W STREET W 475 0 W 47 5 515 W 46 0 46 455 W TREES (TYP.) 0 STREET TREES (TYP.) S SAN 45 S SAN W S 5 51 SAN LOT 48 LOT 55 LOT 41 LOT 18 LOT 25 LOT 11 S W LOT 4 C&G 450 LOT 56 W LOT 42 LOT 49 LOT 19 LOT 26 LOT 5 LOT 12 W SAN LOT 31 LOT 32 LOT 57 OHU LOT 43 LOT 50 W W LOT 20 LOT 26 LOT 13 OPEN SPACE A W LOT 6 S LOT 58 W STREET OPEN LOT 27 SPACE C S LOT 21 TREES (TYP.) LOT 7 LOT 14 505 X 500 SAN 5 RETAINING WALL SAN WIRE FENCE 49 0 49 LOT 51 485 APPROX. HEIGHT = 11' RETAINING WALL LOT 44 0 480 SHED APPROX. HEIGHT = 5' 51 W OHU C&G LOT 59 W LOT 45 LOT 525 W 47 NOTES: SAN SCREENING LOT 36 LOT 37 LOT 60 VARIA 470 1. THE PLANNED UNIT DEVELOPMENT (PUD) SHALL BE IN SUBSTANTIAL CONFORMITY TO THIS PUD DEVELOPMENT PLAN, TREES (TYP.) LOT 46 LOT 53 SUBJECT TO CHANGES AND REVISIONS COINCIDENT WITH THE LAND USE PLANNING, CIVIL ENGINEERING, ARCHITECTURE, STRIW BLE AND, REGULATORY APPROVAL PROCESS, WHICH WILL RESULT IN SOME PLAN MODIFICATION. 465 2. SIDEWALKS 5' MINIMUM WIDTH AS SHOWN. LOT 54 LOT 61 LOT 47 BLINGR/W (SEE N 3. PLANTING STRIPS BETWEEN ROAD AND SIDEWALK 4' MINIMUM EXCEPT ADJACENT TO PARALLEL PARKING. ALL TREES TO BE IDTH SELECTED FROM THE CHARLOTTESVILLE MASTER TREE LIST. PARCEL 'A' 4. ARTERIAL TRAIL PRECISE LOCATION TO BE FIELD LOCATED IN COORDINATION WITH PARKS AND RECREATION. CONDOMINIUM 5 0 50 46 AVEN OTE #11 W W W 0 W STREET TREES (TYP.) 50 495 UE S S SAN KEY MAP SAN S PLANTING SCHEDULE QTY BOTANICAL NAME COMMON NAME MINIMUM INSTALLED SIZE ROOT CANOPY AREA TOTAL ) 31 QUERCUS PHELLOS WILLOW OAK 2" CAL. B&B 370 11,100 0 49 PARCEL 'B' PARCEL 'C' 32 LIRIODNEDRON TULIPIFERA TULIP POPLAR 2'' CAL. B&B 177 5,487 S CONDOMINIUM CONDOMINIUM 67 MTRICA CERIFERA & CVS SOUTHERN WAXMYRTLE 2'' CAL. B&B 177 11,859 485 CANOPY GRAND TOTAL 28,446 N SA LANDSCAPE PLAN SCALE 1"=50' PAGE 9 OF 13 83 NAD 240 STRIBLING AVENUE - APRIL 28, 2020 0 50' 100' Attachment A TREES (TYP.) LOT 35 LOT 40 LOT 30 KEY MAP RETAINING WALL 500 W 5 W APPROX. HEIGHT = 6.5' 49 49 0 W W 5 W 0 W 48 S 48 W 475 70 4 65 0 4 46 455 0 S 45 SAN LOT 48 LOT 55 LOT 41 S 450 LOT 62 LOT 56 VDOT STD. BRANCH LOT 42 LOT 49 TYPE TURNAROUND S W 0 SAN LOT 31 LOT 32 LOT 63 45 LOT 57 RETAINING WALL LOT 43 LOT 50 W APPROX. HEIGHT = 6.5' W 5 395 39 OPEN SPACE A 0 40 5 SAN 0 LOT 64 LOT 68 5 40 LOT 58 0 41 41 5 OPEN 42 STREET TREE PRESERVATION S 42 0 5 43 0 43 SPACE C 5 TREES (TYP.) 44 S EASEMENT 44 LOT 69 OPEN SPACE D S W 500 SAN 5 SAN 49 0 49 LOT 51 485 LOT 44 480 W S S LOT 59 LOT 65 W LOT 45 LOT 525 W 47 SAN SAN CREENING LOT 36 LOT 37 LOT 70 LOT 72 LOT 66 400 LOT 60 470 REES (TYP.) LOT 46 LOT 53 LOT 71 LOT 73 OPEN LOT 67 465 LOT 54 LOT 61 LOT 47 SPACE E W PARCEL 'A' CONDOMINIUM 0 46 W W W W 0 W STREET TREES (TYP.) 50 455 S 495 S SAN S SAN SAN S 450 SAN 5 ZONE AE 40 ZONE X CITY STD. TR-1 10' 5 44 0 SHARED USE PATH 49 PARCEL 'D' WITHIN 15' PUBLIC PARCEL 'B' PARCEL 'C' CONDOMINIUM40 ACCESS EASEMENT. CONDOMINIUM CONDOMINIUM 4 5 43 485 0 43 S CITY STD. TR-1 10' 5 SHARED USE PATH 42 WITHIN 15' PUBLIC 0 48PLANTING NOTES: SCHEDULE 420 ACCESS EASEMENT. N SA THE PLANNED UNIT DEVELOPMENT (PUD) SHALL BE IN SUBSTANTIAL CONFORMITYCITY PUDTR-1 STD. 10' 415 QTY BOTANICAL NAME COMMON NAME MINIMUM INSTALLED SIZE ROOT CANOPY AREA TOTAL 1. TO THIS DEVELOPMENT PLAN, 475 SUBJECT TO CHANGES AND REVISIONS COINCIDENT WITH THE LAND USE PLANNING,SHARED USE PATHARCHITECTURE, CIVIL ENGINEERING, N SA 31 QUERCUS PHELLOS WILLOW OAK 2" CAL. B&B 370 11,100 410 AND, REGULATORY APPROVAL PROCESS, WHICH WILL RESULT IN SOME PLAN MODIFICATION. U TREE PRESERVATION WITHIN 15' PUBLIC OH 470 EASEMENT 2. SIDEWALKS 5' MINIMUM WIDTH AS SHOWN. ACCESS EASEMENT. S 32 LIRIODNEDRON TULIPIFERA TULIP POPLAR 2'' CAL. B&B 177 5,487 3. PLANTING STRIPS BETWEEN ROAD AND SIDEWALK 4' MINIMUM EXCEPT ADJACENT TO PARALLEL PARKING. ALL TREES TO BE SA N 465 SELECTED FROM THE CHARLOTTESVILLE MASTER TREE S A N S LIST. SAN 67 MTRICA CERIFERA & CVS SOUTHERN WAXMYRTLE 2'' CAL. B&B 177 11,859 4. ARTERIAL TRAIL PRECISE SAN LOCATION TO BE FIELD LOCATED IN COORDINATION WITH PARKS AND RECREATION. SAN SAN S SAN CANOPY GRAND TOTAL SAN 28,446 S S 460 LANDSCAPE PLAN SCALE 1"=50' PAGE 10 OF 13 83 NAD 240 STRIBLING AVENUE - APRIL 28, 2020 0 50' 100' Attachment A MATRIX OF USE TYPES PAGE 11 OF 13 240 STRIBLING AVENUE - APRIL 28, 2020 Attachment A A = ANCILLARY USE MFD = MULTIFAMILY DEVELOPMENT B = BY RIGHT USE P = PROVISIONAL USE PERMIT CR = COMMERCIAL/RESIDENTIAL T = TEMPORARY USE PERMIT A/S = ANCILLARY OR SPECIAL USE PERMIT DUA = DWELLING UNITS PER ACRE GFA = GROSS FLOOR AREA MATRIX OF USE TYPES PAGE 12 OF 13 240 STRIBLING AVENUE - APRIL 28, 2020 Attachment A PROFFER CONDITIONS PAGE 13 OF 13 240 STRIBLING AVENUE - APRIL 28, 2020 Attachment A SUPPLEMENTAL INFORMATION REQUESTED BY STAFF IN ADDITION TO PUD DEVELOPMENT PLAN CONTENTS SITE DATA: 240 STRIBLING AVENUE TAX MAP PARCEL: 18A025000 TOTAL PARCEL AREA: CITY OF CHARLOTTESVILLE, VIRGINIA 11.373 ACRES ZONING: R1 AND R2 Sheet List Table OWNER: Sheet Number Sheet Title CARRSGROVE PROPERTIES, LLC 1 COVER 2 CRITICAL SLOPE EXHIBIT - ZONING AND SUBDIVISION ORDINACE DEVELOPER: SOUTHERN DEVELOPMENT 3 FIRETRUCK AUTOTURN 1A 4 FIRETRUCK AUTOTURN 1B DESIGN: TIMMONS GROUP 5 FIRETRUCK AUTOTURN 2A 6 FIRETRUCK AUTOTURN 2B SOURCE OF BOUNDARY SURVEY: 7 FIRETRUCK AUTORUN 3A PLAT OF RECORD 8 FIRETRUCK AUTORUN 3B SOURCE OF TOPOGRAPHY: 9 FIRETRUCK AUTOTURN 4A EXISTING TOPOGRAPHY PROVIDED BY TIMMONS GROUP MAY, 2017 10 FIRETRUCK AUTOTURN 4B THE PROPERTY IS LOCATED IN ZONE AE AND X AS SHOWN ON FEDERAL EMERGENCY 11 EARY BIRDS EYE MASSING MANAGEMENT AGENCY FLOOD INSURANCE MAP NUMBER 51003C0269D, DATED 2-4-2005 PROJECT 12 RENDERED BIRDS EYE MAXIMUM BUILDING HEIGHT: LOCATION 13 RENDERED BIRDS EYE 55', EXCEPT THAT FOR ANY PORTION OF A BUILDING LOCATED WITHIN 75' OF LOW DENSITY 14 STRIBLING AVE VIEW RESIDENTIAL ZONING DISTRICT, WHERE THE HEIGHT REGULATIONS OF THE RESIDENTIAL DISTRICT SHALL APPLY. 15 GREENS VIEW 16 MEWS VIEW CURRENT USE: VACANT LOT 17 OPEN SPACE PLAN 18 PARKING PLAN PROPOSED USE: PUD 19 PEDESTRIAN ACCESS PLAN OPEN SPACE OWNERSHIP: VICINITY MAP 20 PRELIMINARY BMP AND STORMWATER MANAGEMENT PLAN ALL OPEN SPACE TO BE OWNED AND MAINTAINED BY A HOME OWNERS ASSOCIATION SCALE: 1" = 500' 21 PRELIMINARY BMP AND STORMWATER MANAGEMENT PLAN 22 CONCEPTUAL EROSION & SEDIMENT CONTROL PLAN LIGHTING: 23 PRELIMINARY PLAT LIGHTING FIXTURES SHALL NOT EXCEED 3000 LUMENS. 24 TREE SURVEY LAND USE SUMMARY: 25 TREE SURVEY TOTAL SITE AREA: 11.373 Ac. (100%) R/W DEDICATION TO STRIBLING AVE. +/- 0.060 Ac. (0.5%) 26 EROSION CONTROL DETAILS TOWNHOUSE LOT AREA: ± 2.998 Ac. (26.4%) CONDO/APARTMENT LOT AREA: ±1.200Ac. (10.6%) RIGHT-OF-WAY AREA: ±2.165 Ac. (19.0%) OPEN SPACE AREA: ±4.950 Ac. (43.5%) TRAFFIC STUDY: ITE USE CODE 220; LOW RISE MULTIFAMILY 170 UNITS AM PEAK HOUR - 79 (18 ENTER, 61 EXIT) PM PEAK HOUR - 94 (59 ENTER, 35 EXIT) AVERAGE DAILY TRIPS - 1,244 ADT COVER SHEET 1 240 STRIBLING AVENUE - APRIL 28, 2020 Attachment A LIMITS OF DISTURBANCE VARIABLE STRIBLINHGR/W (SEE NOTE #11) MO RG WIDT DISTURBED CRITICAL SLOPES AN CO UR AVENUE T SHED CONC. S EXISTING CRITICAL SLOPES PER ORD. (34-1120(b S 5 S 51 S S EXISTING CRITICAL SLOPES PER ORD. (29-3) W OHU 520 505 500 5 0 49 W 5 49 0 510 W 475 48 W 0 S 48 515 W 47 65 0 W W 455 4 46 W W 45 S W S S 0 51 5 450 S W C&G S 45 SAN W 0 39 395 S 40 EXISTING 40 41 43 41 5 OHU 42 S 42 0 0 43 CRITICAL SLOPES 5 0 44 SAN S 5 44 0 S 5 5 0 AS DEFINED BY 5 SAN 505 ORD. (29-3). 500 EXISTING CRITICAL S SAN 49 W 485 WIRE FENCE 49 SLOPES AS DEFINED 480 W 51 5 W SHED 0 BY ORD. (34-1120(b)(2)). S S 5 0 C&G 47 400 W 470 VARIA SANITARY SEWER EASEMENT STRIB D.B. 380 PG. 553 BLE 465 WIDTH UNSPECIF WIDT LING /W (SEE NO 5 HR 0 50 46 W AVEN W 0 W 455 SAN 50 S UE E #11) S U S 450 OH S T 40 ZONE AE ZONE X 5 5 5 49 44 (29-3) EXISTING CRITICAL 0 CRITICAL SLOPE REFERS TO THE PORTION OF A LOT THAT HAS A GRADE IN EXCESS OF S SLOPES AS DEFINED BY 44 5 40 TWENTY-FIVE (25) PERCENT. INCLUDES SLOPES AS DEFINED BY CHAPTER 34, ZONING ORDINANCE. 490 ORD. (34-1120(b)(2)). 43 0 430 395 485 2.26 AC OF EXISTING CRITICAL SLOPE ON SITE 1.33 AC OF CRITICAL SLOPE DISTURBANCE S 5 S 0.61 AC DISTURBANCE FOR PUBLIC INFRASTRUCTURE 42 420 480 395 415 (34-1120(b)(2)) N SA 475 410 DEFINITION OF CRITICAL SLOPE. A CRITICAL SLOPE IS ANY SLOPE WHOSE GRADE IS 25% U 40 OR GREATER AND: OH 470 S 0 A. A PORTION OF THE SLOPE HAS A HORIZONTAL RUN OF GREATER THAN TWENTY (20) FEET AND ITS' TOTAL AREA IS SIX THOUSAND (6,000) SQUARE FEET OR GREATER; AND 465 SAN S SAN B. A PORTION OF THE SLOPE IS WITHIN TWO HUNDRED (200) FEET OF ANY WATERWAY S SAN S SAN SSAN AS IDENTIFIED ON THE MOST CURRENT CITY TOPOGRAPHICAL MAPS MAINTAINED BY 420 THE DEPARTMENT OF NEIGHBORHOOD DEVELOPMENT SERVICES. 460 43 42 44 435 0 SANITARY SEWER 5 1.63 AC OF EXISTING CRITICAL SLOPE ON SITE 0.17 AC OF EXISTING CRITICAL SLOPE OFF SITE 455 45 445 0 EASEMENT 0.83 AC OF CRITICAL SLOPE DISTURBANCE 0.31 AC DISTURBANCE FOR PUBLIC INFRASTRUCTURE 0 D.B. 298 PG. 416 WIDTH UNSPECIFIED NOTE: THE LIMITS OF DISTURBANCE SHALL BE STAKED BY A LICENSED SURVEYOR. TREE U PROTECTION FENCING SHALL BE APPLIED 1' OFF OF LIMITS OF DISTURBANCE WITH WIRE OH SUPPORTED SILT FENCE 3' OFF OF THE LIMITS OF DISTURBANCE. SEE SHEET 27 FOR DETAILS. ENERGY DISSIPATER OUTLET SHALL NOT RELEASE FLOW ABOVE CRITICAL SLOPES. CRITICAL SLOPES EXHIBIT - ZONING & SUBDIVISION ORDINANCE SCALE 1"=80' SHEET 2 83 NAD 240 STRIBLING AVENUE - APRIL 28, 2020 0 80' 160' W (SEE NO VENUE Attachment A TE #11) RETAINING WALL RETAINING WALL RETAINING WALL CONC. APPROX. HEIGHT = 4' APPROX. HEIGHT = 2.5' APPROX. HEIGHT = 5.5' O HU LOT 33 LOT 38 LOT 22 LOT 28 LOT 8 LOT 15 LOT 1 OPEN W LOT 39 SPACE B LOT 29 LOT 34 LOT 16 LOT 23 LOT 2 LOT 9 LOT 35 LOT 40 LOT 24 LOT 30 LOT 10 LOT 17 LOT 3 OHU W W LOT 48 LOT 55 LOT 41 LOT 18 LOT 25 LOT 4 LOT 11 C&G LOT 56 LOT 42 LOT 49 LOT 19 LOT 26 LOT 5 LOT 12 LOT 31 LOT 32 LOT 57 OHU LOT 43 LOT 50 LOT 20 LOT 26 LOT 13 OPEN SPACE A W LOT 6 LOT 58 W OPEN LOT 21 LOT 27 SPACE C LOT 7 LOT 14 X RETAINING WALL APPROX. HEIGHT = 11' RETAINING WALL LOT 44 LOT 51 APPROX. HEIGHT = 5' OHU C&G LOT 52 LOT 59 LOT 45 LOT 36 LOT 37 LOT 60 VARIA LOT 46 LOT 53 STRIW BLE LOT 54 LOT 61 LOT 47 BLINGR/W (SEE N IDTH PARCEL 'A' CONDOMINIUM AVEN OTE #11 UE KEY MAP ) PARCEL 'B' PARCEL 'C' CONDOMINIUM CONDOMINIUM FIRETRUCK AUTOTURN 1A SCALE 1"=50' SHEET 3 83 NAD 240 STRIBLING AVENUE - APRIL 28, 2020 0 50' 100' Attachment A LOT 35 LOT 40 LOT 30 KEY MAP RETAINING WALL APPROX. HEIGHT = 6.5' LOT 48 LOT 55 LOT 41 LOT 56 LOT 62 VDOT STD. BRANCH LOT 42 LOT 49 TYPE TURNAROUND LOT 31 LOT 32 LOT 57 LOT 63 RETAINING WALL LOT 43 LOT 50 APPROX. HEIGHT = 6.5' OPEN SPACE A LOT 58 LOT 64 LOT 68 OPEN TREE PRESERVATION SPACE C EASEMENT LOT 69 OPEN SPACE D LOT 44 LOT 51 LOT 59 LOT 65 LOT 45 LOT 52 LOT 36 LOT 37 LOT 70 LOT 72 LOT 60 LOT 66 LOT 46 LOT 53 LOT 71 LOT 73 OPEN LOT 61 LOT 67 LOT 47 LOT 54 SPACE E PARCEL 'A' CONDOMINIUM ZONE AE ZONE X CITY STD. TR-1 10' SHARED USE PATH PARCEL 'D' WITHIN 15' PUBLIC PARCEL 'B' PARCEL 'C' CONDOMINIUM CONDOMINIUM CONDOMINIUM ACCESS EASEMENT. CITY STD. TR-1 10' SHARED USE PATH WITHIN 15' PUBLIC ACCESS EASEMENT. CITY STD. TR-1 10' SHARED USE PATH U TREE PRESERVATION WITHIN 15' PUBLIC OH EASEMENT ACCESS EASEMENT. TMP 76B-1 FIRETRUCK AUTOTURN 1B SCALE 1"=50' SHEET 4 83 NAD 240 STRIBLING AVENUE - APRIL 28, 2020 0 50' 100' W (SEE NO VENUE Attachment A TE #11) RETAINING WALL RETAINING WALL RETAINING WALL CONC. APPROX. HEIGHT = 4' APPROX. HEIGHT = 2.5' APPROX. HEIGHT = 5.5' O HU LOT 33 LOT 38 LOT 22 LOT 28 LOT 8 LOT 15 LOT 1 OPEN W LOT 39 SPACE B LOT 29 LOT 34 LOT 16 LOT 23 LOT 2 LOT 9 LOT 35 LOT 40 LOT 24 LOT 30 LOT 10 LOT 17 LOT 3 OHU W W LOT 48 LOT 55 LOT 41 LOT 18 LOT 25 LOT 4 LOT 11 C&G LOT 56 LOT 42 LOT 49 LOT 19 LOT 26 LOT 5 LOT 12 LOT 31 LOT 32 LOT 57 OHU LOT 43 LOT 50 LOT 20 LOT 26 LOT 13 OPEN SPACE A W LOT 6 LOT 58 W OPEN LOT 21 LOT 27 SPACE C LOT 7 LOT 14 X RETAINING WALL APPROX. HEIGHT = 11' RETAINING WALL LOT 44 LOT 51 APPROX. HEIGHT = 5' OHU C&G LOT 52 LOT 59 LOT 45 LOT 36 LOT 37 LOT 60 VARIA LOT 46 LOT 53 STRIW LE B LOT 54 LOT 61 LOT 47 BLINGR/W (SEE N IDTH PARCEL 'A' CONDOMINIUM AVEN OTE #11 UE KEY MAP ) PARCEL 'B' PARCEL 'C' CONDOMINIUM CONDOMINIUM FIRETRUCK AUTOTURN 2A SCALE 1"=50' SHEET 5 83 NAD 240 STRIBLING AVENUE - APRIL 28, 2020 0 50' 100' Attachment A LOT 35 LOT 40 LOT 30 KEY MAP RETAINING WALL APPROX. HEIGHT = 6.5' LOT 48 LOT 55 LOT 41 LOT 56 LOT 62 VDOT STD. BRANCH LOT 42 LOT 49 TYPE TURNAROUND LOT 31 LOT 32 LOT 57 LOT 63 RETAINING WALL LOT 43 LOT 50 APPROX. HEIGHT = 6.5' OPEN SPACE A LOT 58 LOT 64 LOT 68 OPEN TREE PRESERVATION SPACE C EASEMENT LOT 69 OPEN SPACE D LOT 44 LOT 51 LOT 59 LOT 65 LOT 45 LOT 52 LOT 36 LOT 37 LOT 70 LOT 72 LOT 60 LOT 66 LOT 46 LOT 53 LOT 71 LOT 73 OPEN LOT 61 LOT 67 LOT 47 LOT 54 SPACE E PARCEL 'A' CONDOMINIUM ZONE AE ZONE X CITY STD. TR-1 10' SHARED USE PATH PARCEL 'D' WITHIN 15' PUBLIC PARCEL 'B' PARCEL 'C' CONDOMINIUM CONDOMINIUM CONDOMINIUM ACCESS EASEMENT. CITY STD. TR-1 10' SHARED USE PATH WITHIN 15' PUBLIC ACCESS EASEMENT. CITY STD. TR-1 10' SHARED USE PATH U TREE PRESERVATION WITHIN 15' PUBLIC OH EASEMENT ACCESS EASEMENT. FIRETRUCK AUTOTURN 2B SCALE 1"=50' SHEET 6 83 NAD 240 STRIBLING AVENUE - APRIL 28, 2020 0 50' 100' W (SEE NO VENUE Attachment A TE #11) RETAINING WALL RETAINING WALL RETAINING WALL CONC. APPROX. HEIGHT = 4' APPROX. HEIGHT = 2.5' APPROX. HEIGHT = 5.5' O HU LOT 33 LOT 38 LOT 22 LOT 28 LOT 8 LOT 15 LOT 1 OPEN W LOT 39 SPACE B LOT 29 LOT 34 LOT 16 LOT 23 LOT 2 LOT 9 LOT 35 LOT 40 LOT 24 LOT 30 LOT 10 LOT 17 LOT 3 OHU W W LOT 48 LOT 55 LOT 41 LOT 18 LOT 25 LOT 4 LOT 11 C&G LOT 56 LOT 42 LOT 49 LOT 19 LOT 26 LOT 5 LOT 12 LOT 31 LOT 32 LOT 57 OHU LOT 43 LOT 50 LOT 20 LOT 26 LOT 13 OPEN SPACE A W LOT 6 LOT 58 W OPEN LOT 21 LOT 27 SPACE C LOT 7 LOT 14 X RETAINING WALL APPROX. HEIGHT = 11' RETAINING WALL LOT 44 LOT 51 APPROX. HEIGHT = 5' OHU C&G LOT 52 LOT 59 LOT 45 LOT 36 LOT 37 LOT 60 VARIA LOT 46 LOT 53 STRIW BLE LOT 54 LOT 61 LOT 47 BLINGR/W (SEE N IDTH PARCEL 'A' CONDOMINIUM AVEN OTE #11 UE KEY MAP ) PARCEL 'B' PARCEL 'C' CONDOMINIUM CONDOMINIUM FIRETRUCK AUTORUN 3A SCALE 1"=50' SHEET 7 83 NAD 240 STRIBLING AVENUE - APRIL 28, 2020 0 50' 100' Attachment A LOT 35 LOT 40 LOT 30 KEY MAP RETAINING WALL APPROX. HEIGHT = 6.5' LOT 48 LOT 55 LOT 41 LOT 56 LOT 62 VDOT STD. BRANCH LOT 42 LOT 49 TYPE TURNAROUND LOT 31 LOT 32 LOT 57 LOT 63 RETAINING WALL LOT 43 LOT 50 APPROX. HEIGHT = 6.5' OPEN SPACE A LOT 58 LOT 64 LOT 68 OPEN TREE PRESERVATION SPACE C EASEMENT LOT 69 OPEN SPACE D LOT 44 LOT 51 LOT 59 LOT 65 LOT 45 LOT 52 LOT 36 LOT 37 LOT 70 LOT 72 LOT 60 LOT 66 LOT 46 LOT 53 LOT 71 LOT 73 OPEN LOT 61 LOT 67 LOT 47 LOT 54 SPACE E PARCEL 'A' CONDOMINIUM ZONE AE ZONE X CITY STD. TR-1 10' SHARED USE PATH PARCEL 'D' WITHIN 15' PUBLIC PARCEL 'B' PARCEL 'C' CONDOMINIUM CONDOMINIUM CONDOMINIUM ACCESS EASEMENT. CITY STD. TR-1 10' SHARED USE PATH WITHIN 15' PUBLIC ACCESS EASEMENT. CITY STD. TR-1 10' SHARED USE PATH U TREE PRESERVATION WITHIN 15' PUBLIC OH EASEMENT ACCESS EASEMENT. FIRETRUCK AUTOTURN 3B SCALE 1"=50' SHEET 8 83 NAD 240 STRIBLING AVENUE - APRIL 28, 2020 0 50' 100' W (SEE NO VENUE Attachment A TE #11) RETAINING WALL RETAINING WALL RETAINING WALL CONC. APPROX. HEIGHT = 4' APPROX. HEIGHT = 2.5' APPROX. HEIGHT = 5.5' OHU LOT 33 LOT 38 LOT 22 LOT 28 LOT 8 LOT 15 LOT 1 OPEN W LOT 39 SPACE B LOT 29 LOT 34 LOT 16 LOT 23 LOT 2 LOT 9 LOT 35 LOT 40 LOT 24 LOT 30 LOT 10 LOT 17 LOT 3 OHU W W LOT 48 LOT 55 LOT 41 LOT 18 LOT 25 LOT 4 LOT 11 C&G LOT 56 LOT 42 LOT 49 LOT 19 LOT 26 LOT 5 LOT 12 LOT 31 LOT 32 LOT 57 OHU LOT 43 LOT 50 LOT 20 LOT 26 LOT 13 OPEN SPACE A W LOT 6 LOT 58 W OPEN LOT 21 LOT 27 SPACE C LOT 7 LOT 14 X RETAINING WALL APPROX. HEIGHT = 11' RETAINING WALL LOT 44 LOT 51 APPROX. HEIGHT = 5' OHU C&G LOT 52 LOT 59 LOT 45 LOT 36 LOT 37 LOT 60 VARIA LOT 46 LOT 53 STRIW LE B LOT 54 LOT 61 LOT 47 BLINGR/W (SEE N IDTH PARCEL 'A' CONDOMINIUM AVEN OTE #11 UE KEY MAP ) PARCEL 'B' PARCEL 'C' CONDOMINIUM CONDOMINIUM FIRETRUCK AUTOTURN 4A SCALE 1"=50' SHEET 9 83 NAD 240 STRIBLING AVENUE - APRIL 28, 2020 0 50' 100' Attachment A LOT 35 LOT 40 LOT 30 KEY MAP RETAINING WALL APPROX. HEIGHT = 6.5' LOT 48 LOT 55 LOT 41 LOT 56 LOT 62 VDOT STD. BRANCH LOT 42 LOT 49 TYPE TURNAROUND LOT 31 LOT 32 LOT 57 LOT 63 RETAINING WALL LOT 43 LOT 50 APPROX. HEIGHT = 6.5' OPEN SPACE A LOT 58 LOT 64 LOT 68 OPEN TREE PRESERVATION SPACE C EASEMENT LOT 69 OPEN SPACE D LOT 44 LOT 51 LOT 59 LOT 65 LOT 45 LOT 52 LOT 36 LOT 37 LOT 70 LOT 72 LOT 60 LOT 66 LOT 46 LOT 53 LOT 71 LOT 73 OPEN LOT 61 LOT 67 LOT 47 LOT 54 SPACE E PARCEL 'A' CONDOMINIUM ZONE AE ZONE X CITY STD. TR-1 10' SHARED USE PATH PARCEL 'D' WITHIN 15' PUBLIC PARCEL 'B' PARCEL 'C' CONDOMINIUM CONDOMINIUM CONDOMINIUM ACCESS EASEMENT. CITY STD. TR-1 10' SHARED USE PATH WITHIN 15' PUBLIC ACCESS EASEMENT. CITY STD. TR-1 10' SHARED USE PATH U TREE PRESERVATION WITHIN 15' PUBLIC OH EASEMENT ACCESS EASEMENT. TMP 76B-1 FIRETRUCK AUTOTURN 4B SCALE 1"=50' SHEET 10 83 NAD 240 STRIBLING AVENUE - APRIL 28, 2020 0 50' 100' Attachment A ve ling A Strib t C n ga or M reek Moores C 240 STRIBLING AVE Birds Eye - massing sheet 11 M I T C H E L L / M AT T H E W S ©2020 ARCHITECTS AND URBAN PLANNERS CHARLOTTESVILLE, VA 434-979-7550 Attachment A 240 STRIBLING AVE Birds Eye a sheet 12 M I T C H E L L / M AT T H E W S ©2020 ARCHITECTS AND URBAN PLANNERS CHARLOTTESVILLE, VA 434-979-7550 Attachment A 240 STRIBLING AVE Birds Eye b sheet 13 M I T C H E L L / M AT T H E W S ©2020 ARCHITECTS AND URBAN PLANNERS CHARLOTTESVILLE, VA 434-979-7550 Attachment A 240 STRIBLING AVE View from Stribling Ave sheet 14 M I T C H E L L / M AT T H E W S ©2020 ARCHITECTS AND URBAN PLANNERS CHARLOTTESVILLE, VA 434-979-7550 Attachment A 240 STRIBLING AVE Greens View sheet 15 M I T C H E L L / M AT T H E W S ©2020 ARCHITECTS AND URBAN PLANNERS CHARLOTTESVILLE, VA 434-979-7550 Attachment A 240 STRIBLING AVE Mews View sheet 16 M I T C H E L L / M AT T H E W S ©2020 ARCHITECTS AND URBAN PLANNERS CHARLOTTESVILLE, VA 434-979-7550 Attachment A PHASE GAN COURT ILLE, LTD ILLE, E, TTESV ILLE, VILL VARIABLE T SV COUR TESV T ES ZONIN LOT 16 STRIBLINHGR/W (SEE NOTE #11) 41 137 MO HARLOTTE HARLO MO ZONIN LOT 15 17 & T G: PUD OT 14 RT TMP 18A-26 8 Y OF C 18A-140 HUNTLE TMP 18A-1 ZON 2, LOT COUR LT ARLOT 1 G: PUD RG RLOT F C 8A-142 JAMES M. McMURTRY AND CYNTHIA T. PHAS RGAN COU RGAN WIDT LEY O P 18A-139 139 MO LTD McMURTRY, TRUSTEES AN D D 2, Y OF C G: PU : PU 238 STRIBLING AVENUE 2, AN PHASE F CHA CO H PHA MORG D E 2, L TLE TMP 1 TMP R INST. 20160000545 135 M LTD ING U ZONING: PUD AVENUE RT ZONIN YO TM O SE HUNTLE 141 SHED HUN HUNT HU RETAINING WALL NTL RETAINING WALL RETAINING WALL EY TMP CONC. APPROX. HEIGHT = 2.5' S APPROX. HEIGHT = 4' APPROX. HEIGHT = 5.5' 142 OF CH 18A-14 M A 4 PHA ORGARLOTT S N E ZON E 2, L COU SVILL ING OT RT E, L : PU 19 TD LOT 38 D S LOT 28 LOT 33 LOT 15 LOT 22 LOT 8 LOT 1 OPEN OPEN S 5 51 S SPACE B S ROAD 'D' 22' R/W LOT 23 LOT 29 LOT 34 LOT 39 SPACE AREA = B TM P1 W LOT 16 H LOT 2 LOT 9 AREA 0.06 = AC0.06 HU NTL UNTL 8A-46 EY EY LOT 40 ZON COM , LLC LOT 35 ING MON OHU LOT 24 LOT 30 : PU LOT 17 D AREA 520 LOT 10 LOT 3 RETAINING WALL 505 500 5 49 49 0 W W APPROX. HEIGHT = 6.5' 510 5 ROAD 'A' 0 W 48 S 48 W 475R/W 48' PUBLIC 0 W W 47 5 515 ROAD 'A' 46 0 46 455 W W 0 S 48' PUBLIC R/W W 45 S S 5 51 LOT 48 LOT 55 LOT 41 LOT 18 LOT 25 LOT 11 S W LOT 4 C&G 450 LOT 62 LOT 56 VDOT STD. BRANCH LOT 42 LOT 49 TYPE TURNAROUND ROAD 'E' 22' R/W LOT 26 LOT 5 LOT 12 LOT 19 S 0 LOT 31 LOT 32 LOT 63 45 LOT 57 RETAINING WALL LOT 43 LOT 50 SAN W APPROX. HEIGHT = 6.5' OPEN SPACE 5 LOT 20 LOT 26 395 39 LOT 6 LOT 13 OPEN A SPACE= AREA A 0 S 5 40 AREA = 0.56 AC OPEN ROAD 'F' 0 LOT 64 LOT 68 5 22' R/W 40 LOT 58 OHU 0 41 0.56 AC 41 5 OPEN 42 S 42 0 TREE PRESERVATION 5 43 SPACE SPACE C 0 43 C SAN LOT 27 S 5 44 LOT 21 S EASEMENT 44 LOT 7 LOT 14 AREA = 0.14 AC AREA = 0.14 LOT 69 OPEN SAN OPEN ROAD 'H' 22' R/W SPACE D SPACE= 0.14D S 505 AREA AC SAN 500 AREA = 0.14 5 W RETAINING WALL WIRE FENCE 49 W490 LOT 51 485 APPROX. HEIGHT = 11' RETAINING WALL LOT 44 W 0 480 SHED APPROX. HEIGHT = 5' 51 TMP 18A-24-2 S ROAD 'G' S JIAN GUO ZHENG 22' R/W LOT 65 (WIDTH VARIES) PUBLIC R/W C&G 252 STRIBLING AVENUE LOT 525 LOT 59 LOT 45 INST. 2013006103 47 ZONING: R-2 LOT 72 W LOT 36 LOT 37 LOT 66 LOT 70 400 LOT 60 VARIA 470 LOT 46 LOT 53 ROAD 'B' STRIB BLE LOT 71 LOT 73 OPEN LOT 67 OPEN 465 LOT 54 LOT 61 LOT 47 SPACE E WIDT SPACE E LING /W (SEE NO PARCEL 'A' AREA = AREA 4.05 AC = 4.05 HR TMP 18A-24 CONDOMINIUM 5 0 50 W 46 FRANCES W. LARNER ROAD 'C' AVEN 254 STRIBLING AVENUE W W 0 48' PUBLIC R/W SAN ROAD 'C' 50 455 INST. 2014000085 S 495 48' PUBLIC R/W UE E #11) ZONING: R-2 S U S OH S 450 T 5 ZONE AE 40 ZONE X CITY STD. TR-1 10' 5 44 0 SHARED USE PATH 49 PARCEL 'D' WITHIN 15' PUBLIC PARCEL 'B' PARCEL 'C' CONDOMINIUM40 ACCESS EASEMENT. TMP 18A-24-1 CONDOMINIUM CONDOMINIUM 4 PIEDMONT REALTY HOLDINGS I,LLC S 5 256 STRIBLING AVENUE 43 0 40 INST. 2013003962 ZONING: R-2 485 0 43 395 S CITY STD. TR-1 10' 5 S SHARED USE PATH 42 WITHIN 15' PUBLIC 480 420 ACCESS EASEMENT. N SA 395 CITY STD. TR-1 10' 415 475 SHARED USE PATH U 410 0 TREE PRESERVATION WITHIN 15' PUBLIC 40 OH 470 EASEMENT ACCESS EASEMENT. S 465 SAN S SAN DB. 4 OB CIRC ER ) ZONIN .352 (AC S SAN S SAN SSAN LE 564 N W J. FELL 7 MATT P 76B-2-1 G: R-2 460 420 5 42 0 G 435 43 633, P HE TMP 76B-2-22 0 44 TM 520 NOB CIRCLE 455 0 445 BAOMIN WANG and HUI ZHAO 45 DB. 4803, PG.528 (AC) ZONING: R-2 ZONIN G.113 (AC) ZONIN G.740 (AC) S S NOB OCK 3 DB.11 Y F. SHIELD DB.47 IN QUARLE NOB OCK 5 NOB OCK 3 MAUR 76B-2-48 MART 76B-2-50 G: R-2 TMP 76B-2-37 G: R-2 ZONIN HILL G: R-2 G: R-2 G: R-2 ZONIN HILL ZONIN HILL NOB NOB, LLC , BL , BL , BL DB.4662, PG.124 (AC) HU 47, P 69, P LOT 5 ZONING: R-2 LOT 9 LOT 7 TMP TMP O TMP 76B-2-46 MAURY F. SHIELDS DB.1147, PG.113 (AC) ZONING: R-2 OPEN SPACE PLAN SCALE 1"=80' SHEET 17 83 NAD 240 STRIBLING AVENUE - APRIL 28, 2020 0 80' 160' Attachment A PHASE GAN COURT ILLE, LTD ILLE, E, TTESV ILLE, VILL VARIABLE T SV CO UR TESV TES ZONIN LOT 16 STRIBLINHGR/W (SEE NOTE #11) 41 137 MO HARLOTTE HARLO MO ZONIN LOT 15 17 & T G: PUD O T 1 4 RT TMP 18A-26 8 Y OF C 18A-140 HUNTLE TMP 18A-1 ZON 2, LOT COUR LT ARLOT 1 G: PUD RG RLOT F C 8A-142 JAMES M. McMURTRY AND CYNTHIA T. PHAS RGAN COU RG A N WIDT LEY O P 18A-139 139 MO LTD McMURTRY, TRUSTEES AN D D 2, Y OF C G: P U : PU 238 STRIBLING AVENUE 2, AN PHASE F CHA CO H PHA MORG D E 2, L TLE TMP 1 TMP R INST. 20160000545 135 M LTD ING U ZONING: PUD AVENUE RT ZONIN YO TM O SE HUNTLE 1 41 SHED HUN HUNT HU RETAINING WALL NTL RETAINING WALL RETAINING WALL EY TMP CONC. APPROX. HEIGHT = 2.5' S APPROX. HEIGHT = 4' APPROX. HEIGHT = 5.5' 142 OF CH 18A-14 M A 4 PHA ORGARLOTT S N E ZON E 2, L COU SVILL ING OT RT E, L : PU 19 TD LOT 33 LOT 38 D LOT 22 LOT 28 LOT 8 LOT 15 3 LOT 1 OPEN 5 15 SPACE B LOT 34 LOT 39 LOT 29 TM ROAD 'D' 22' R/W LOT 23 HU HUN P 18A W LOT 9 LOT 16 LOT 2 NTL T - EY LEY 46 LOT 40 ZON COM , LLC LOT 35 ING MON OHU LOT 24 LOT 30 : PU LOT 17 D AREA 520 LOT 10 LOT 3 RETAINING WALL 505 500 5 APPROX. HEIGHT = 6.5' 49 49 0 510 5 ROAD 'A' 0 48 S 48 475R/W 48' PUBLIC 0 5 47 515 ROAD 'A' 0 4 5 46 46 455 0 48' PUBLIC R/W 5 45 5 2 5 51 LOT 48 LOT 55 LOT 41 LOT 18 LOT 25 LOT 11 W LOT 4 2 C&G 450 LOT 62 LOT 56 VDOT STD. BRANCH LOT 42 LOT 49 TYPE TURNAROUND ROAD 'E' 22' R/W LOT 26 LOT 5 LOT 12 LOT 19 S 0 LOT 31 LOT 32 LOT 63 45 LOT 57 RETAINING WALL LOT 43 LOT 50 W APPROX. HEIGHT = 6.5' 5 LOT 20 LOT 26 395 39 LOT 6 LOT 13 OPEN SPACE A 0 5 40 ROAD 'F' 0 LOT 64 LOT 68 5 22' R/W 40 LOT 58 OHU 0 41 41 5 OPEN 42 S 42 0 TREE PRESERVATION 5 43 0 43 SPACE C SAN LOT 27 5 44 LOT 21 EASEMENT 44 LOT 7 LOT 14 LOT 69 OPEN ROAD 'H' 22' R/W SPACE D 505 500 5 RETAINING WALL WIRE FENCE 49 0 49 LOT 51 485 APPROX. HEIGHT = 11' RETAINING WALL LOT 44 0 480 SHED APPROX. HEIGHT = 5' 51 TMP 18A-24-2 ROAD 'G' JIAN GUO ZHENG 22' R/W LOT 65 (WIDTH VARIES) PUBLIC R/W C&G 252 STRIBLING AVENUE LOT 525 LOT 59 LOT 45 INST. 2013006103 47 ZONING: R-2 LOT 72 LOT 36 LOT 37 LOT 66 LOT 70 4 400 LOT 60 VARIA 470 LOT 46 LOT 53 ROAD 'B' STRIB BLE LOT 71 LOT 73 OPEN LOT 67 465 LOT 54 LOT 61 LOT 47 SPACE E WIDT LING /W (SEE NO PARCEL 'A' HR TMP 18A-24 CONDOMINIUM 5 0 50 46 FRANCES W. LARNER ROAD 'C' AVEN 254 STRIBLING AVENUE 0 48' PUBLIC R/W SAN ROAD 'C' 50 455 INST. 2014000085 5 495 48' PUBLIC R/W UE E #11) ZONING: R-2 5 U 5 OH 450 T 5 ZONE AE 40 ZONE X CITY STD. TR-1 10' 5 44 0 SHARED USE PATH 49 PARCEL 'D' WITHIN 15' PUBLIC PARCEL 'B' PARCEL 'C' CONDOMINIUM40 ACCESS EASEMENT. TMP 18A-24-1 CONDOMINIUM CONDOMINIUM 4 PIEDMONT REALTY HOLDINGS I,LLC S 5 256 STRIBLING AVENUE 43 0 40 INST. 2013003962 ZONING: R-2 485 0 43 395 S CITY STD. TR-1 10' 5 S SHARED USE PATH 42 WITHIN 15' PUBLIC 480 420 ACCESS EASEMENT. N SA 395 CITY STD. TR-1 10' 415 475 SHARED USE PATH U 410 0 TREE PRESERVATION WITHIN 15' PUBLIC 40 OH 470 EASEMENT ACCESS EASEMENT. S 465 SAN S SAN PARKING CALCULATION: DB. 4 OB CIRC ER ) ZONIN .352 (AC S SAN S SAN SSAN LE 564 N W J. FELL 7 MATT P 76B-2-1 G: R-2 460 TMP 76B-1 420 PARKING REQUIRED 5 42 0 MAURY F. SHIELDS G 435 43 633, P 1 PER TOWNHOUSE x 73 TOWNHOUSES: 73 240 STRIBLING AVENUE HE TMP 76B-2-22 0 DB.1147, PG.113 (AC) 44 TM 1 PER 1- OR 2-BEDROOM CONDO X 96 CONDOS: 96 520 NOB CIRCLE 455 0 445 ZONING: R-2 BAOMIN WANG and HUI ZHAO 45 TOTAL REQUIRED: 169 DB. 4803, PG.528 (AC) ZONING: R-2 ZONIN G.113 (AC) ZONIN G.740 (AC) S S NOB OCK 3 DB.11 Y F. SHIELD DB.47 IN QUARLE NOB OCK 5 NOB OCK 3 MAUR 76B-2-48 MART 76B-2-50 G: R-2 PARKING PROVIDED TMP 76B-2-37 G: R-2 ZONIN HILL G: R-2 G: R-2 G: R-2 ZONIN HILL ZONIN HILL NOB NOB, LLC , BL (2) SPACES PER TOWNHOUSE GARAGE: 146 , BL , BL DB.4662, PG.124 (AC) U 47, P 69, P LOT 5 CONDOMINIMUM/APARTMENT PARKING: 124 ZONING: R-2 OH LOT 9 LOT 7 TMP TMP PARALLEL ON-STREET PARKING: 45 TMP 76B-2-46 TOTAL PROVIDED: 315 MAURY F. SHIELDS DB.1147, PG.113 (AC) ZONING: R-2 PARKING PLAN SCALE 1"=80' SHEET 18 83 NAD 240 STRIBLING AVENUE - APRIL 28, 2020 0 80' 160' Attachment A PUBLIC TRANSIT BUS STOP FONTAIN E AVE FONTAINE RESEARCH PARK E G AV I BLIN SS JEFFERSON PARK AVE R A ST BYP JOHNSON ELEMENTARY 5 MIN. 10 MIN. 15 MIN. .25 MI. .50 MI. .75 MI. PROJECT LOCATION FRY SPRINGS BEACH CLUB PUBLIC TRANSIT BUS STOP IN TE R ST A TE 64 PUBLIC TRANSIT BUS STOP PEDESTRIAN ACCESS PLAN SCALE 1"=500' SHEET 19 83 NAD 240 STRIBLING AVENUE - APRIL 28, 2020 0 500' 1000' Attachment A VARIABLE STRIBLINGR/W (SEE NOTE #11) MO RG WIDTH AN CO UR AVENUE SCALE 1"=100' T CONC. BIORETENTION #1 83 NAD 10,700 CF 0 100' 200' OHU W 5 51 ROAD 'D' 22' R/W 520 505 500 5 49 49 0 STORMWATER 510 5 ROAD 'A' 0 OHU 48 48 475R/W 48' PUBLIC 0 5 47 OUTFALL 515 ROAD 'A' 46 0 46 455 W 0 48' PUBLIC R/W 45 W 5 51 C&G 450 BIORETENTION #4 ROAD 'E' 4,176 CF 22' R/W 0 45 OHU 5 395 39 W 0 40 5 ROAD 'F' 0 5 22' R/W 40 0 41 W 41 5 42 42 0 5 43 BIORETENTION #2 0 43 5 44 44 1,967 CF ROAD 'H' 22' R/W 505 X 500 5 49 0 49 485 0 480 51 OHU ROAD 'G' 22' R/W (WIDTH VARIES) PUBLIC R/W C&G 5 47 BIORETENTION #3 746 CF 400 VARIA TREE PRESERVATION 470 ROAD 'B' STRIBIDTH R/W (S EASEMENT B LE W 465 LING U 5 STORMWATER MANAGEMENT AND E&SC NARRATIVE: OH 0 50 46 ROAD 'C' AVENE NOTE #11) 0 ROAD 'C' 48' PUBLIC R/W 50 455 E 495 48' PUBLIC R/W UE STORMWATER QUALITY: 450 5 ZONE AE 40 ZONE X PROPOSED STORMWATER 5 44 0 PARCEL 18A025000 IS 11.053 ACRES AND IS PRIMARILY WOODED IN THE EXISTING CONDITION. 5.17 ACRES OF 49 STORAGE40FACILITY 4 U IMPERVIOUS AREA 3.24 ACRES OF MANAGED TURF IS PROPOSED. THE TOTAL PROPOSED LIMITS OF 240 LF - 72" 3CMP OH TREE PRESERVATION 5 4 40 0 DISTURBANCE IS 9.35 ACRES. WATER QUALITY REQUIREMENTS ARE BEING MET THROUGH 2.21 ACRES OF 485 EASEMENT 43 0 395 TREE PRESERVATION DEDICATION AND THE IMPLEMENTATION OF FOUR (4) TYPE 2 BIORETENTION 42 5 480 FACILITIES. THE REMAINING 0.84 LBS/YR. OF PHOSPHOROUS REMOVAL WILL BE MET THROUGH THE 420 395 415 PURCHASE OF OFFSITE NUTRIENT CREDITS. 475 410 0 U 40 OH 470 465 STORMWATER QUANTITY: 460 420 IN THE EXISTING CONDITION, SITE RUNOFF IS DIRECTED TO THE SOUTH END OF THE SITE WHERE IT 5 42 0 43 435 100-YEAR FLOODPLAIN OUTFALLS TO A STREAM, JUST BEFORE MEETING MOORE'S CREEK TO THE EAST. THE SOUTHERN END OF 455 445 40 4 U 0 45 OH THE SITE LIES WITHIN FEMA 100-YEAR FLOOD PLAIN, ZONE AE. IN THE POST CONDITION, RUNOFF IS CAPTURED AND OUTFALLS TO THE STREAM NEAR THE SOUTHEAST CORNER OF THE SITE. STORMWATER DETENTION IS BEING PROVIDED THOUGH 4 PROPOSED BIORETENTION FACILITIES, AS WELL AS A PROPOSED UNDERGROUND STORAGE FACILITY ON THE SOUTH END OF THE SITE. CHANNEL PROTECTION: THE ENERGY BALANCE EQUATION HAS BEEN MEET FOR THE 1-YEAR, 24 HOUR STORM PER 9VAC25-870-66(B)3, "NATURAL STORMWATER CONVEYANCE SYSTEMS." APPLICABLE APPROVALS FROM ACOE WILL BE OBTAINED TO OUTFALL TO THE STREAM. FLOOD PROTECTION: PER 9VAC25-870-66(C)3, STORMWATER SHALL E ANALYZED FOR FLOOD PROTECTION COMPLIANCE TO THE POINT WHERE THE SYSTEM ENTERS A MAPPED FLOODPLAIN. ADEQUATE CONVEYANCE OF THE 10-YEAR STORM IS DEMONSTRATED UP TO THE SITE OUTFALL. PRELIMINARY BMP/STORMWATER MANAGEMENT PLAN SHEET 20 240 STRIBLING AVENUE - APRIL 28, 2020 Attachment A PRELIMINARY BMP/STORMWATER MANAGEMENT PLAN SHEET 21 240 STRIBLING AVENUE - APRIL 28, 2020 Attachment A VARIABLE STRIBLINGR/W (SEE NOTE #11) MO RG WIDTH AN CO UR AVENUE SCALE 1"=100' T DIVERSION DIKE 83 CONC. NAD 0 100' 200' OHU SILT FENCE W 5 51 LIMITS OF ROAD 'D' 22' R/W DISTURBANCE SAF 520 505 500 5 49 0 49 SEDIMENT BASIN #1 510 5 ROAD 'A' 0 OHU 48 48 475R/W 48' PUBLIC 0 5 47 515 ROAD 'A' 46 0 46 455 W 0 48' PUBLIC R/W 45 W 5 51 C&G 450 ROAD 'E' 22' R/W SAFETY SAF 0 TP 45 OHU FENCE 5 395 39 W 0 40 5 ROAD 'F' 0 5 22' R/W 40 0 41 W 41 5 42 42 0 5 43 0 43 5 44 44 ROAD 'H' 22' R/W TP 505 X 500 5 49 0 49 485 0 480 51 OHU TP ROAD 'G' 22' R/W (WIDTH VARIES) PUBLIC R/W C&G 5 47 400 VARIA TREE PRESERVATION 470 ROAD 'B' STRIBIDTH R/W (S EASEMENT B LE W 465 LING U 5 TP OH 0 50 46 ROAD 'C' AVENE NOTE #11) 0 ROAD 'C' 48' PUBLIC R/W 50 455 E 495 48' PUBLIC R/W UE 450 5 ZONE AE 40 ZONE X 5 44 0 49 40 SEDIMENT BASIN 4#2 DIVERSION DIKE U OH 5 43 40 0 TP 485 43 0 100-YEAR FLOODPLAIN 395 5 TP 42 480 TP 420 TP TP TP TP 395 415 475 TREE 410 0 U 40 OH 470 465 PROTECTION 460 COORDINATE LOCATION OF PATH 420 5 42 0 435 43 40 4 WITH CITY OF CHARLOTTESVILLE 455 445 PARKS AND REC. PROVIDE SILT FENCE U 0 45 OH DOWN GRADE OF DISTURBANCE. EROSION AND SEDIMENT CONTROL NARRATIVE: E&SC MEASURES SHALL BE PROVIDED PER THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH) TO ENSURE SEDIMENT LADEN RUNOFF IS CONTAINED ONSITE AND TO ENSURE PROTECTION OF ADJACENT STREAM. FINAL DESIGN WILL BE PROVIDED WITH PRELIMINARY AND FINAL SITE PLAN SUBMITTALS. CONCEPTUAL EROSION AND SEDIMENT CONTROL PLAN SHEET 22 240 STRIBLING AVENUE - APRIL 28, 2020 Attachment A CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CHORD BEARING CHORD C1 9.00 14.14 9.00 90°00'00" N23°32'57"E 12.73 C2 4.00 6.28 4.00 90°00'00" N66°27'03"W 5.66 C3 19.00 29.85 19.00 90°00'00" S66°27'03"E 26.87 S68°32'57"W 78.09' S68°32'57"W 81.49' C4 19.00 29.85 19.00 90°00'00" N23°32'57"E 26.87 S68°32'22"W 77.65' 76.98' S68°33'02"W 81.02' 32.09' 35.49' S68°32'57"W 85.37' 24.00' 22.00' 33.50' 37.09' 35.02' 38.85' 71.09' 43.08' 42.57' 39.37' 89.08' 40.98' 45.62' LOT 33 LOT 38 LOT 22 LOT 28 LOT LOT 8 LOT 15 2,598 SF 75.83' 69.17'2,268 SF OPEN 2,810 SF 75.00' 73.00' 2,685 SF N68°33'27"E 4,732 SF 2,830 SF 67.50' 68.50' 2,752 SF SPACE B 84.85' 92.83' LOT 39 24.00' 22.00' LOT 34 88.57' N68°32'57"E S68°32'57"W LOT 29 24.00' 22.00' LOT 16 LOT 23 69.17' 1,523 SF 0.06 AC 24.00' 22.00' LOT 2 LOT 9 1,662 SF 75.84' 22.13' 24 1,628 SF 75.00' 73.00' 1,628 SF 2,249 SF 1,485 SF 67.50' 68.50' 1,477 SF 90.46' LOT 30 LOT 35 LOT 40 LOT 24 LOT 3 LOT 10 LOT 17 1,776 SF 1,776 SF 1,820 SF 75.84' 69.17'1,660 SF 32.98' C1 C2 22.00' 2,393 SF 1,620 SF 67.50' 1,644 SF 74.00' 74.00' 68.50' .1 87.84' N21°27'03"W 145.00' 4' N21°27'03"W 148.00' N21°27'03"W 61.00' 87.84' S21°27'03"E 136.00' ROAD 'A' N21°27'03"W 48' PUBLIC R/W ROAD 'A' 48' PUBLIC R/W N21°27'03"W 69.50' N21°27'03"W 136.00' S21°27'03"E 131.00' 22.00' 22.00' 22.00' 24.00' 80.57' S21°27'03"E 136.00' LOT 55 S21°27'03"E 24.00' 22.00' 24.00' LOT 41 LOT 48 69.73' 'E' 24.00' 22.00' 22.00' 24.00' 22' R/W 'D' 32.98' 22.00' 22.00' 24.00' 69.50' 1,668 SF 22' R/W 1,668 SF69.50' 32.97' 22.00' 22.00' 24.00' LOT 18 LOT 25 69.33' 1,656 SF 2,208 SF 92.00' N68°32'57"E 100.99ROAD 2,913 SF 92.00' 24.53 24.00' 24.00' 22.67' 24.00' LOT 11 ROAD LOT 4 205.00' 1,808 SF 75.33' 1,620 SF 67.50' 68.50'1,620 SF LOT 49 LOT 56 LOT 62 75.49' 2,132 SF N68°32'57"E 205.00' LOT 42 1,675 SF69.83' ' ' 1,529 SF S68°32'57"W 100.97 LOT 26 1,529 SF69.50' 69.50' N21°27'03"W ' 22.4 LOT 12 LOT 19 69.33' 1,525 SF LOT 32 LOT 31 LOT 5 24.00' 24.00' 4.00' 1,657 SF 75.33' 1,485 SF 67.50' 68.50'1,485 SF LOT 50 LOT 57 LOT 63 22.00' 70.83' 1,841 SF 6.00' LOT 43 1,536 SF69.83' 69.17' 9'22.4 1,529 SF 101.00' 69.50' 179.00' 100.98' S68°32'57"W LOT 20 LOT 26 1,656 SF 1,529 SF69.50' LOT 6 LOT 13 OPEN SPACE A 69.33' 1,657 SF 75.33' 68.50'1,485 SF LOT 64 S68°32'57"W 1,485 SF 67.50' 0.56 AC LOT 58 LOT 68 N68°32'57"E 205.00' ROAD 'F' 6.00' 22' R/W 66.17' 1,745 SF 9' 33 OPEN 69.50' 1,529 SF 1,676 SF 69.83' 69.17' 1,660 SF C4 LOT 27 22.00' LOT 14 LOT 21 32.99' 32.98' LOT 7 2,260 SF 1,808 SF 57.00' 31.67' 24.00' SPACE C LOT 69 303.17' 2,212 SF 22' R/WS68°32'57"W 2,432 SF 0.14 AC .50 OPEN 69.17' 1,660 SF C3 S68°32'57"W 140.33' S21°27'03"E 131.00' 69.27' 69.50' SPACE D ' 48.00' 48.00' 6.00' 24.00' 22.00' 24.00' 22.00' 0.14 AC 24.00' 22.00' 22.00' 26.10' 40.33' LOT 44 LOT 51 69.83' N68°32'57"E 74.33' 1,529 SF 69.50' 69.50' 24.00' 22.00' 22.00' N68°32'57"E STRIBLING AVE. 69.33'1,799 SF 2,164 SF 90.17' 205.00' (WIDTH VARIES) PUBLIC R/W ROAD 'G' R/W DEDICATION LOT 59 LOT 65 49.15' LOT 45 LOT 52 69.17' 2,576 SF 1,536 SF 69.83' 48.00' 48.00' 1,668 SF 69.50' 69.50'1,668 SF 24.00' 24.00' 69.33'1,525 SF LOT 72 OPEN 90.17' 2,164 SF LOT 37 LOT 70 LOT 36 LOT 66 1,180 SF 211.17' LOT 53 LOT 60 SPACE E LOT 46 1,536 SF 69.83' 69.17'1,660 SF 49.15' ROAD 'B' 1,529 SF 69.50' 69.50'1,529 SF 4.05 AC 69.33'1,525 SF LOT 73 LOT 67 LOT 71 211.22' LOT 54 LOT 61 1,180 SF LOT 47 1,676 SF 69.83' 69.17'1,660 SF PARCEL 'A' 1,668 SF 69.50' 69.50'1,668 SF 69.33'1,664 SF 23.50' 25.65' CONDOMINIUM N21°27'03"W 139.00' 15,268 SF S21°27'03"E 139.00' S21°27'03"E 136.00' 48.00' ROAD 'C' 48' PUBLIC R/W S21°27'03"E 220.17' 135.00' 74.00' 143.00' S21°27'03"E S21°27'03"E 74.00' PARCEL 'D' 39.00' PARCEL 'B' PARCEL 'C' CONDOMINIUM 74.00' S68°32'57"W 74.00' CONDOMINIUM CONDOMINIUM 74.00' 74.00' 16,294 SF S68°32'57"W 10,582 SF 9,990 SF 26.00' 96.29' 26.00' N21°29'19"W LAND USE SUMMARY: TOTAL SITE AREA: 11.373 Ac. (100%) ± 0.060 Ac. (0.5%) R/W DEDICATION TO STRIBLING AVE. TOWNHOUSE LOT AREA: ± 2.998 Ac. (26.4%) CONDO/APARTMENT LOT AREA: ± 1.200 Ac. (10.6%) RIGHT-OF-WAY AREA: ± 2.165 Ac. (19.0%) OPEN SPACE AREA: ± 4.950 Ac. (43.5%) PRELIMINARY PLAT SCALE 1"=80' SHEET 23 83 NAD 240 STRIBLING AVENUE - APRIL 28, 2020 0 80' 160' Attachment A PHASE GAN COURT D LT PHASE GAN COURT D PHAS RGAN COU , LTD VARIABLE LT OT 14 RT VILLE, 2, L N COU , LTD 15 8A-140 139 MO TTESVILLE, CHARLUNTLEY OF 16 LE STRIBLINGR/W (SEE NOTE #11) 17 & RT HUNTL8A-141 CHAR UNTLEY O39 EY OF 18 ESVIL F 2, LOT E 2, LOT 2 8A-1 141 LOTT EY OF OTTES CHA HUNT 18A-14 PHA MORGESVILL WIDTH TMP 1 E 2, L TMP 18A-26 TMP 1 TMP 1 R OT LOTT JAMES M. McMURTRY AND 137 M O R L A O H TM P O CYNTHIA T. McMURTRY, TRUSTEES AVENUE CHARL H 13 5 M 238 STRIBLING AVENUE SE INST. 20160000545 R HU NTL EY TMP 18" 10" 142 OF CH 18A-14 16" LOC M A 4 PHA ORGARLOTT OAK CED 8" 22" 32" 10" SE N C ESV 26" 2, L OU 34" 30" CED ASH 22" POP POP 22" CED OT R ILLE, L MAP OAK 8" HIK 14" POP 12" CED POP 14" 19 T TD 24" POP 10" OAK OAK 8" 48" 8" 8" 24" 8" 10" 8" ASH HOLLY OAK 26" CED CED POP 18" 18" POP 10" 14" POP 44" ASH POP 16" PINE 18" 14" 22" 26" BEECH OAK 26" 30" 18" (2) 14" 34" OAK 14" MAP 32" OAK POP BEECH ELM POP 10" POP 14" POP TM 40" PINE 12" 30" CED 12" POP CHR OAK 22" HU HUN P 18A ASH NTL T - 8" (3 TRUNKS AT 24") 16" 14" POP 18" OAK EY LEY, 46 ASH CHR 16" 10" POP CO LL HOLLY 26" 12" OAK 22" MM 28" POP OAK 30" 14" 20" 14" POP 14" ON BEECH 14" POP MAP POP 42" POP 44" 28" 16" MAP 42" OAK 28" POP 10" 8" 12" POP 34" POP 40" 32" CHR POP 28" 14" POP POP POP MAP ASH ELM 12" MAP 30" APPLE 8" POP 10" 12" 30" TMP 18A-25 ASH 42" OAK POP 12" POP 26" POP 8" POP POP MAP 12" 36" MAP CARRSGROVE PROPERTIES, LLC 26" 16" POP 28" 30" 12" 24" 14" 36" POP 24" POP POP 24" 10" GUM 240 STRIBLING AVENUE 24" POP 12" POP 18" POP MAP POP 18" POP 10" ASH LOC POP POP CED 10" DOGWOOD DB.871, PG. 944 30" 8" POP 12" 16" 26" MAP 44" 14" ±11.373 ACRES GUM ELM 8" 46" 28" POP 10" 22" POP 12" POP POP 42" 20" POP POP POP 24" POP 14" POP 16" 36" POP LOC ASH 8" 16" 8" 42" POP POP 16" 12" OAK 22" 10" 8" (2) 30" WALNUT MUL 14" 8" POP 10" POP MAP POP 10" POP 18" 30" OAK 10" ASH 28" OAK MAP 26" 36" 8" 14" 14" 22" 42" DOGWOOD 8" 22" OAK 8" 24" 26" POP POP 8" OAK 24" ELM 26" 26" ELM OAK POP POP POP POP 40" MAP 8" MAP 38" 12" ELM LOC 22" 28" 10" POP ELM 16" POP POP 10" MAP 14" POP 12" LOC 8" 20" 16" PINE 16" 16" OAK PINE POP 8" OAK MAP 14" 22" 12" POP 12" 12" 12" 18" CED CHR OAK DOGWOOD (DOUBLE) HIK ELM 10" 26" POP 24" 12" 24" 8" 24" 12" 14" 20" 10" (2) CHR 28" POP 26" POP 20" POP POP OAK 10" 18" 12" ASH LOC GUM 8" 10" 10" 8" 10" POP POP 12" POP 12" CED 22" ELM ASH 26" 10" ELM LOC SYC CHR POP CHR OAK POP CHR CED 16" 16" 26" 20" 24" 10" 11" 8" CHR 24" POP 18" 30" 16" POP POP 8" ASH POP 10" OAK POP 14" OAK 16" 14" 18" ASH 18" 12" 14" POP 12" 28" 16" 8" OAK CED CED CHR CED 10" 16" POP CHR 30" (2) 10" 14" 12" 10" POP OAK POP 12" 32" MAP OAK POP POP 11" 8" 8" POP OAK 16" 18" MAP 14" 8" 16" 20" 10" ASH 12" CHR OAK 14" 24" OAK 16" 12" 12" OAK LEANING 30" POP OAK 12" CED OAK 8" POP 24" POP 14" 8" PINE 8" OAK POP 20" OAK 18" 16" POP OAK (2) CHR 10" 8" TMP 18A-24-2 18" OAK POP CED 14" 20" 10" 8" OAK 28" PINE CHR CHR JIAN GUO ZHENG 12" CHR 24" POP 14" 16" 16" 8" CED POP 8" MAP CHR 34" CHR POP 18" POP (3) 18" 10" 252 STRIBLING AVENUE 8" 12" OAK CHR 12" MAP 16" 10" 14" 18" 8" INST. 2013006103 MAP 16" OAK 8" POP 14" POP 12" 10" CED 14" OAK CHR POP PINE PINE 8" POP 16" CED 10" CHR POP 8" 10" 8" 10" CED 8" 18" POP 8" 8" 8" POP 10" 8" POP PINE OAK OAK 18" 14" & 24" CHR 20" 14" CED 12" MAP 12" MUL 8" OAK PINE POP CHR 14" 10" OAK 14" 8" 12" 8" CHR 8" PINE CHR 10" 16" 10" POP 10" POP POP OAK (2) 10" 8" 8" 8" 24" OAK 18" POP POP 8" CHR OAK 12" 12" 10" 36" 10" POP POP 14" OAK (2) 14" TMP 18A-24 12" 8" 12" 8" 12" 10" POP MAP 30" 8" POP CHR 8" (3) OAK POP 18" MAP POP 8" 8" OAK FRANCES W. LARNER 10" 10" 12" 12" CHR 16" POP 16" POP POP OAK POP 10" 254 STRIBLING AVENUE 16" 16" POP POP KEY MAP INST. 2014000085 CHR CHR 14" OAK 12" 14" POP 30" 8" 10" OAK 8" 10" 8" 10" POP CHR 12" 8" 12" 14" 12" POP SYC 12" MAP POP POP 20" 18" 20" 10" 14" 20" 22" OAK PINE 10" OAK 22" 8" POP 18" POP 26" POP 10" 22" CHR 16" MAP POP 8" MAP 10" MAP POP POP 8" POP POP PINE 16" 20" 10" 8" OAK 10" 12" 20" POP 16" POP 16" 8" POP POP OAK 10" 8" POP POP 8" POP PINE 14" POP 18" OAK 14" POP POP 18" 18" 16" 12" 14" 12" 14" POP 20" PINE 12" 8" 10" SYC CED POP 10" CED 12" OAK 10" OAK 8" 36" OAK PINE 10" POP POP POP 10" 8" CHR 16" 8" POP 10" 12" 8" 20" POP 16" POP POP TMP 18A-24-1 MAP 18" POP POP POP 16" POP 20" 10" 8" 12" 8" CHR 8" PIEDMONT REALTY HOLDINGS I,LLC 8" 12" CHR 14" 8" 18" POP 8" POP 8" POP 8" 12" 8" 14" 14" OAK POP 16" 30" 28" POP 14" 24" CHR POP 10" 256 STRIBLING AVENUE SYC 8" CED POP CED 8" 18" PINE OAK POP OAK OAK PINE POP PINE POP 18" 8" 20" 22" INST. 2013003962 POP MAP POP CED POP 12" OAK 18" 10" 8" (4) 18" 14" POP POP 20" 8" 8" TREE SURVEY SCALE 1"=60' SHEET 24 83 NAD 240 STRIBLING AVENUE - APRIL 28, 2020 0 60' 120' HU HUN 16" 10" POP Attachment A NTL T EY LEY, CO LLC CHR 12" OAK MM 30" 14" 20" 14" 22" 14" ON OAK POP 14" POP MAP POP 42" POP 44" A REA KEY MAP 16" MAP 42" OAK 28" POP 10" 8" 12" POP 34" CHR POP 14" POP POP POP MAP 30" POP 10" 12" 30" 26" 42" OAK POP 12" POP 8" POP POP POP MAP 16" 28" 24" 14" 22" 36" 26" POP POP 30" 12" 24" 24" OAK POP MAP POP POP 24" POP 12" 18" POP POP POP 10" LOC POP POP 18" CED 8" 8" POP POP 30" 26" MAP 44" 14" POP 10" 22" POP 12" POP POP 46" 28" POP 42" 48" POP 16" 36" POP POP POP 24" POP 8" OAK 42" POP POP 16" 12" 18" OAK OAK 22" 10" 8" 14" 8" POP 10" POP CHR POP 10" POP 30" OAK 10" 28" OAK MAP 26" 36" 32" 22" 14" OAK 14" 22" 42" 30" POP 8" 24" 26" POP POP 8" OAK POP ELM OAK POP POP POP POP MAP 8" 24" 28" 10" 40" POP POP 16" 26" 22" 16" 16" POP POP 10" MAP 14" POP 10" POP 20" OAK 8" 20" 16" POP PINE POP 12" OAK POP PINE 8" OAK 12" 12" 12" OAK 10" 26" POP 24" 12" 24" 18" 8" POP 26" POP POP POP 8" (2) CHR 28" 20" POP 30" OAK 10" POP POP 26" 10" 8" 10" POP 12" 28" POP SYC 10" 30" LOC CHR POP CHR 16" OAK 26" POP POP 16" 24" 16" CHR POP POP 14" 12" POP POP 14" 12" 14" POP 28" 8" OAK CHR 16" 30" 22" (2) POP 10" 14" 12" 10" POP OAK POP POP 32" MAP OAK POP POP 36" 8" 8" POP OAK 18" 16" 16" 20" 12" POP OAK 12" OAK CHR 14" OAK 16" 12" 14" LEANING 30" POP OAK 12" 36" 8" 8" POP 24" POP 14" 8" PINE 8" OAK POP POP 20" OAK 18" 16" POP OAK POP (2) CHR POP 10" 10" 18" OAK CED 14" 20" 10" 28" PINE CHR OAK 12" CHR 24" POP 16" 16" 8" CHR 12" 14" POP 8" MAP CHR 34" CHR POP 18" POP (3) 18" 10" MAP 16" 8" OAK CHR 12" 10" 12" MAP 16" OAK 14" 18" 8" 14" POP 12" CED 12" MAP 16" OAK 8" POP 10" OAK CHR POP PINE PINE 14" 8" POP 16" CED 10" 24" 42" OAK CHR POP 8" 10" 8" 24" OAK 10" CED 8" 18" POP 8" 8" POP 10" 8" POP 10" 8" POP PINE OAK OAK 18" OAK 14" & 24" CHR 20" 14" CED 12" MAP POP MUL 8" OAK PINE POP 30" CHR 14" 10" 20" 18" POP 14" 8" 12" 8" 10" POP 10" POP CHR 8" CHR POP PINE CHR 10" 16" POP OAK (2) 10" 8" 8" 8" 10" 24" REEK OAK 18" POP POP 8" CHR OAK 10" POP 12" 12" 16" POP 10" 36" 10" POP POP 14" OAK (2) 14" 8" 8" 12" 8" 12" 10" POP 40" POP MAP 30" 8" POP CHR 8" 22" POP OAK OAK POP 18" MAP POP 8" 8" OAK 10" 16" POP MOORE'S C 10" 10" 12" 12" CHR 16" POP POP POP MAP 8" OAK POP 10" POP 10" 20" 16" 16" POP POP POP MAP CHR CHR 14" 14" 10" OAK 10" 12" POP 30" 8" OAK 8" 10" 8" POP CHR 12" 14" 8" POP 14" 12" MAP POP 12" POP 12" SYC 12" 18" 20" POP 10" 10" POP 22" 14" 20" 22" 20" OAK 10" 22" 16" POP 26" PINE OAK 10" 8" POP POP POP 26" 18" 22" CHR 16" MAP POP POP POP POP 16" 12" POP 8" MAP 10" MAP 8" 10" 8" MAP POP PINE 16" 20" 10" 10" POP POP POP 12" OAK POP 16" 8" POP OAK 12" 20" 8" 8" OAK 16" 8" POP OAK 10" 20" POP POP PINE POP 18" MAP OAK POP 8" 14" POP 14" POP POP 18" 18" 16" 12" 14" 12" 14" POP 20" PINE 12" 8" 10" 8" 18" 24" 42" SYC CED POP 10" CED 12" OAK 10" OAK 8" POP 10" PINE 36" OAK PINE 10" POP POP 10" POP DOUBLE POP 10" 8" CHR 16" 8" 18" 14" OAK POP 10" 12" 8" 20" POP CHR POP 12" 16" POP POP POP POP POP POP 18" POP 16" 20" POP MAP 10" 8" 12" 8" CHR 8" CHR 8" 8" POP 8" 12" 8" 8" POP 8" 14" 8" 12" 14" 14" OAK POP POP 18" 16" 30" 28" PINE POP POP 14" 24" CHR POP 10" SYC CED POP CED 8" 18" PINE 8" OAK OAK 22" OAK POP PINE POP 8" 22" 10" 18" MAP POP 20" 10" 8" (4) POP 24" MAP POP CED POP 12" OAK 18" 18" 14" POP POP 20" 8" 8" POP 26" 14" 20" 16" 20" 18" SYC MAP POP OAK 14" 10" 18" 10" PINE OAK 30" POP 16" SYC POP POP PINE OAK 8" PINE POP 12" 36" 8" 10" 34" POP 8" 18" POP 10" 8" BIR 8" OAK 14" 16" 10" MAP POP 10" 12" 28" PINE POP POP 10" 8" 16" 8" MAP 8" MAP 10" 14" BIR POP PINE POP 10" OAK OAK POP SYC 42" 10" POP 10" POP 14" POP POP 10" 8" 24" 40" 12" 12" POP CED MAP 8" 28" 8" OAK PINE OAK 14" OAK 10" POP OAK SYC 12" POP POP POP POP 12" 16" 24" 18" SYC 8" 8" 10" POP 18" 18" 20" OAK 8" 10" POP POP POP 10" 24" POP 10" BIR 8" POP POP BIR 24" 16" 16" 12" 26" 20" 12" 8" 20" POP POP POP POP POP POP OAK POP POP 8" 18" POP 12" OAK OAK PINE POP 32" 42" 10" 10" OAK OAK 18" POP 14" 8" 18" 10" OAK POP 18" POP MAP POP 34" 24" 8" 16" 10" 8" 20" 12" 8" POP 24" 8" 20" POP 10" POP POP POP POP OAK 18" OAK POP POP POP 8" POP POP POP 20" 16" POP 12" SYC POP 8" 18" POP 8" 40" 28" POP 26" POP POP POP OAK POP 28" CHR 10" 16" 8" 12" 8" 18" POP 12" 14" 12" 12" POP 18" POP 16" POP POP OAK POP POP 24" POP POP OAK POP POP 18" TMP 76B-1 28" POP 42" 16" POP MAURY F. SHIELDS 42" POP 14" 240 STRIBLING AVENUE 8" OAK POP OAK DB.1147, PG.113 (AC) 12" TMP 76B-2-22 520 NOB CIRCLE BAOMIN WANG and HUI ZHAO C) DB. 4803, PG.528 (AC) S .740 (A C) DB.47 IN QUARLE .113 (A S MART 76B-2-50 DB.11 Y F. SHIELD NOB H OCK 3 NOB H OCK 3 MAUR 76B-2-48 NOB H OCK 5 69, PG ILL ILL TMP 76B-2-46 ILL 47, PG , BL , BL TMP TREE SURVEY , BL TMP LOT 5 LOT 7 LOT 9 SCALE 1"=60' SHEET 25 83 NAD 240 STRIBLING AVENUE - APRIL 28, 2020 0 60' 120' Attachment A TEMPORARY SEDIMENT BASIN SAFETY FENCE CITY STANDARD TREE PROTECTION DETAIL No Scale No Scale 1. SET POSTS AND EXCAVATE A 4"X4" TRENCH 2. STAPLE WIRE FENCING TO THE UPSLOPE ALONG THE LINE OF POSTS. POSTS. COMPACTED SOIL 6' MAX. 18" MIN. FLOW FLOW 4" 4.5' MIN. 3. ATTACH THE FILTER FABRIC TO THE 4. BACKFILL AND COMPACT THE EXCAVATED WIRE FENCE AND EXTEND IT INTO THE SOIL. TRENCH. TEMPORARY DIVERSION DIKE FLOW No Scale EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC WIRE SF 3.05-1 SILT FENCE (WITH WIRE SUPPORT) No Scale EROSION CONTROL DETAILS SHEET 26 240 STRIBLING AVENUE - APRIL 28, 2020 1 Minutes PLANNING COMMISSION REGULAR MEETING July 14, 2020 – 5:30 P.M. Virtual Meeting I. COMMISSION PRE-MEETING (Agenda discussion(s)) Beginning: 5:00 PM Location: Virtual/Electronic Members Present: Commissioner Solla-Yates, Commissioner Stolzenberg, Chairman Mitchell, Commissioner Heaton, Commissioner Lahendro, Commissioner Palmer, Commissioner Green Members Absent: Commissioner Dowell Staff Present: Patrick Cory, Missy Creasy, Brian Haluska, Joey Winter, Lisa Robertson, Ales Ikefuna, Erin Atak, Letitia Shelton Chair Mitchell called the meeting to order at 5:00 and asked Commissioner Solla-Yates to provide information on the item he would like to add to this evening’s agenda. Commission Solla-Yates noted concerns with child care allowances throughout the City. He would like to propose a ZTA to open up allowances. Ms. Creasy followed up by noting that staff had considered provisional use provisions and noted that changes were to be considered with the zoning code update. Commissioner Heaton suggested limited enforcement rather than code changes. Ms. Robertson noted that would be concerning and clarified that to discuss this issue during the meeting, there would need to be an amendment to the agenda. Commissioner Solla-Yates will address at the start of the meeting. Commissioner Stolzenberg asked why 612 West Main contains 10 less units than were approved. It was noted that the BAR still has review of this site and that the applicant could determine the number of units as long as fits within the approval. Chair Mitchell asked if there were any questions on CDBG-CV. Commissioner Solla-Yates was concerned about the amounts provided in each category of funding. Ms. Atak noted that if the Commission decided to recommend a different funding allocation, both the Commission and CDBG Task Force recommendations would be forwarded to Council. Commissioner Green noted that she had been appointed to the CRHA board and asked Ms. Robertson for guidance on whether she could vote on this item. Chair Mitchell asked if there were any questions on Landonia. Commissioner Stolzenberg asked if critical slopes would apply to this site due to the elevation change. Mr. Winter clarified the difference between critical slopes for subdivisions and zoning. This will not be a consideration for the rezoning but could be in the next phase. He later confirmed that this site would not trigger the critical slopes requirements. Commissioner Stolzenberg asked if Landonia is a public street. Commissioner Green asked if this roadway needed to be brought up to standard. It was noted that traffic had done an initial review and provided some recommendations. Ms. Robertson found that part of the roadway was accepted in the 2 1970s. Staff will continue to work through the road status requirements but that will not affect the rezoning application this evening. II. COMMISSION REGULAR MEETING – Meeting called to order at 5:30 PM by the Chairman Beginning: 5:30 PM Location: Virtual/Electronic Commissioner Solla-Yates moved to add an amendment to the meeting agenda. The added agenda amendment was a zoning text amendment on childcare to be discussed at the end of the meeting (Motion was seconded by Commissioner Lahendro). Motion passed 6-0. A. COMMISSIONER’S REPORT Commissioner Green – I have not had any commission related meetings. I have been appointed to the Charlottesville Redevelopment Housing Authority for the next three years. My term started July 1st. I am very excited to start the next chapter of public service. I will be available for a couple more PC meetings until someone is appointed. Commissioner Stolzenberg – We do have a MPO Tech meeting next Tuesday. I will tell you about that next month. Commissioner Heaton – No Report Commissioner Solla-Yates – The Housing Advisory Committee met twice to discuss emergency housing measures. All of the CAHF funding was redirected to emergency relief. It’s all gone. No more housing projects. The money is running out. There is some new relief money coming. The situation is dire, drastic, and getting worse. There has been some heroic effort to keep high risk people in hotels. That money is also running out. There is a desire and some money to replace with a permanent situation. There is no timeline on that. There is a massive eviction crisis coming. It’s very bad. Commissioner Lahendro – I did attend a Board of Architectural Review virtual meeting on June 16th. It was the first one since last February. We did nominate and appoint Carl Schwarz as the new chair and Brett Gastinger as the vice-chair. We had four Certificate of Appropriateness applications. All four were approved. The BAR, with staff, will write a letter to the Department of Historic Resources in support of Burley High School being nominated to the Virginia National Register of Historic Places. B. UNIVERSITY REPORT Commissioner Palmer – A master planning council meeting was supposed to be scheduled in July. We decided to postpone that until September. I don’t have a date for the new one. C. CHAIR’S REPORT Chairman Mitchell – I have appointed myself to be our representative to the CIP. I will be there taking over for Commissioner Green since she is going over to the Housing Authority. D. DEPARTMENT OF NDS 3 Ms. Creasy – Commissioner Solla-Yates has been re-appointed to the Planning Commission. He will serve until 2024. They are still recruiting for Commissioner Green’s spot. Applications are due by July 25th. Council will be reviewing and holding interviews. I am hopeful that they will have someone in place in early August. If not, Commissioner Green has tentatively put the September meeting on her schedule and will be available to help us out. We have a robust meeting for August coming up. We don’t have a public hearing scheduled. We have some things that will be of interest to a lot of individuals. Potentially a couple of site plans and entrance corridor application reviews. We have our Cville Plans Together consultant speaking about housing aspects and project update. We will have a brief presentation from JAUNT. We are working to have the individuals with the Starr Hill Community Visioning Plan speaking. Our regular meeting is going to look like a work session. We are grateful we’re able to move forward with some of these things that we have had out there for quite a while. Work continues with the Comprehensive Plan. We continue to work remotely. We do have some people in the office. We have a significant number of applications coming in. We average between 20 and 30 building permits on our Friday drop off in addition to what is mailed in. We have a number of site plans under review. We have a couple of things that we will be speaking with Council about regarding community meetings for our rezoning, SUP, and site plan applications. Council requested that we bring forth a guidance document for that. Also, Ms. Koch is calling in during matters of the public to give an update on the comprehensive plan. Comprehensive Plan Update Jennifer Koch, Cville Plans Together Consultant – Cville Plans Together is the name of the process that is led by Neighborhood Development Services with our consultant team. The process includes an update to the Comprehensive Plan, including the development of a housing plan and an update to the zoning ordinance after completion of the update to the Comprehensive Plan. The last time I spoke with you, we were in the middle of the May-June public engagement efforts. In May and June, we were focused on sharing information about the project, making sure people knew about Cville Plans Together, people knew the process moving forward, and how they can be involved. We were focused on giving input related to priorities and goals going into the future, particularly with equity and affordability. We held several webinars and many small group discussions. We also had a survey open for about five weeks to get input on those issues. That survey was available online and through paper distribution. Two of three webinars were recorded. The third one had a technical error. The two that were recorded are available on the website. I would encourage everyone to sign up for the project email list, which can also be found on the website. You will get updates and notices about upcoming events or opportunities. We got over a thousand survey responses, including about eight to ten in Spanish. The survey closed about two and a half weeks ago. We are still deep into all of that data. There is a lot of great input that we received. We are planning to process that and share summaries this summer. We have had the website available, cvilleplanstogether.com. We also started a toll free number in May that people can call to listen to a brief project overview. It’s available in English and Spanish. People can provide input and ask questions in the form of a voice mail. That is still active. It’s 833-752-6428. I do want to thank those, who helped us reach out. We know that we weren’t able to reach everyone, particularly with COVID restrictions. We’re looking forward to the Fall, when we’ll be coming back to talk with everyone about the input that was received and what it might mean moving forward. We will be coming back to you in August. We’ll have a larger discussion at that point. Part of that will include looking at what future engagement may look like. We did schedule a utility bill mailing. That’s going out this week. 4 Commissioner Stolzenberg – Is there a specific ‘ask’ in that utility mailer going out this week? How do you continue to engage now that the survey is over? Ms. Koch – We want people to be aware that this process is still going on. We weren’t able to schedule an earlier mailing. This was the first point that we could do that. We hope that they will call the number and they can leave their number. We will reach out to them. They can sign up for the email list. It lists out the different ways people can stay in contact with the project. Commissioner Green – Are you still on target for the timeline that is listed on the website? Ms. Koch – Overall, we don’t have changes to the different elements. What might change a bit is the exact location of those little community engagement bubbles. The number of times we’re looking to come out to people and the topics are not changing. They just may need to shift a slight bit. We can talk more about that at the meeting in August. Commissioner Stolzenberg – With the optional demographic data, do you have a sense of how many respondents you got that from? Do you know what the demographic makeup of respondents was? Ms. Koch – Yes. It depends on the question we asked. We asked where they lived, neighborhood, age, income, etc. It ranges from 700 and almost everyone had answered some of those questions. Overall, there is a very good spread of people geographically, different income levels, etc. What needs to be looked at more is whether people are from the city and the county. When we look at the demographics, how do they compare between the city and the region. We need to look closer at that. We do have a good amount of data that will allow a good comparison. Commissioner Stolzenberg – When you make your final report, will it be mostly quantitative data representing the straight forward answers? Is there going to be some way that you’re going to make free form answers public? Ms. Koch – What is taking the most time is that we are going through and coding all of those by hand. It’s a very interesting process. It does take a bit of time. We are planning to make some version of that accessible. We want people to see how we thought about those different responses. There will be a summary that will provide a quicker takeaway. We will make some kind of categorized version. We need to figure out what will work best. It is a large amount of data. Commissioner Stolzenberg – The intention is to possibly release the raw data? Ms. Koch – We do plan to release the data. E. MATTERS TO BE PRESENTED BY THE PUBLIC NOT ON THE FORMAL AGENDA Robin Hoffman – In the back field where there is a flood zone behind the Rivanna River Company, I spoke to Wendell Woods. He’s willing to develop that field into a hemp field. There is a market for hemp fiber. He has 15 acres there. He can’t do anything with it. I came up with this idea with an Elkton farmer. 5 The governor has talked about developing the industry in Virginia. Once you develop the hemp, the topsoil will happen. It’s going to help with the whole border of Charlottesville going into the river. The chairman recessed the meeting for five minutes and the arrival of a third council member. F. CONSENT AGENDA 1. Site Plan – 612 West Main Street 2. Site Plan – 167 Chancellor (Items removed from the consent agenda will be considered at the end of the regular agenda) Commissioner Solla-Yates moved to approve the consent agenda. (Commissioner Lahendro seconded) Motion passed 5-0. III. JOINT MEETING OF COMMISSION AND COUNCIL Beginning: 6:00 PM Continuing: Until all public hearings are complete Format: (i) Staff Report, (ii) Applicant, (iii) Hearing, (iv) Discussion and Motion Vice-Mayor Magill called City Council to order for the two public hearings. 1. Community Development Block Grant Coronavirus (CDBG-CV) Funding, FY 20-21: The Planning Commission and City Council are considering projects to be undertaken in the amended Fiscal Year 2021 Action Plan of the multi-year Consolidated Plan utilizing CDBG-CV funds for the City of Charlottesville in response to the growing effects of the historic public health crisis. In Fiscal Year 20-21 it is expected that the City of Charlottesville will receive about $246,699 in Community Development Block Grant Coronavirus (CDBG-CV) funds from the Department of Housing and Urban Development HUD authorized by the Coronavirus Aid, Relief, and Economic Security Act (CARES Act). CDBG-CV grants will be used to facilitate projects to prevent, prepare for, and respond to coronavirus. Information pertaining to this application may be viewed online at www.charlottesville.gov/agenda. Persons interested in this item may contact Grants Coordinator Erin Atak by e-mail (atake@charlottesville.gov). i. Staff Report Erin Atak, Grants Coordinator – The City of Charlottesville has been authorized a special allocation of Community Development Grant Coronavirus funds, also known as the CDBG- CV to be used to prevent, prepare, and respond to the Coronavirus. This has been the major HUD level priority. This allocation was authorized by the Coronavirus Aid Relief and Economic Security Act, also known as the CARES Act to respond to the Coronavirus. We received $246,699 for 2020-2021 program year. All award applicants are able to use the funds for a 2 year period. Once they get the funds, they have two years to spend it. Minutes from the CDBG Task Force are attached, which outline the recommendations made. All projects went through extensive review by the CDBG Home Task Force as a result of the RFP process. The City of Charlottesville began accepting CDBG-CV proposals May 4, 2020 to May 18, 2020. Acceptable projects included the support of a viable urban community through the provisions 6 of decent housing, a suitable living environment, and economic opportunity for low and moderate income citizens to prevent, prepare for, and respond to the Coronavirus. All applicants were required to connect the activity to the CDBG-City Council priorities, which are updated yearly. The City also required all applicants to schedule a mandatory 30 minute technical assistance meeting with myself. During this meeting, we went over grant requirements like filing, invoicing, the CDBG program requirements, the CDBG-CV program requirements, and how the audit is run. We also went over past audits, organizational capacity requirements. I met with eleven applicants. We received five applications on time. One application came in late and it was not considered for scoring. For economic development, the overall funding award was split up three ways: public services, economic development, and administrative/planning. Under economic development, funds are proposed to be used for providing microbusiness grants to assist 24 business owners with business expenses. The grants are going to be cut at $4,000. In that $4,000 grant, $3,000 will go toward business expenses and the remaining $1,000 will go towards technical assistance support for the business owner. That will help the business adapt to the new economic environment that we are in right now. Bringing a business online, helping with financial planning, and cleaning will be the remaining $1000. The CDBG Task Force subcommittee (Strategic Action Team) reviewed one application and made a funding recommendation to reward the Community Investment Collaborative a funding amount of $98,679.60. For public service programs, the estimated benefits include homeless prevention assistance in the form of rental and utility payments and hiring an additional staff person to help with the increase of intake appointments for the homeless prevention for a minimum of 25 households. The benefits also include hiring two full time community health worker positions that will act as liaisons for testing and wrap around services to help inform the community of the health department’s COVID-19 strategy and engage the priority populations in COVID-19 prevention. The CDBG Task Force reviewed a total of four applications and made a funding recommendation to award the Thomas Jefferson Health District a total of $49,661.78 and the Thomas Jefferson Area Coalition for the Homeless $49,017.82 with CDBG funding. The last umbrella for the CDBG award is the administration and planning. Applicants were only able to apply for economics and public service umbrellas. The admin and planning umbrella goes towards helping pay for grant related costs and for citizen participation. That’s a total of $49,339.80. The award and approval of these funds are required to follow the same regulations as the CDBG funds. Once the Planning Commission has reviewed and made their funding recommendation on the funding activities, the CDBG budget will be brought back to City Council for final approval on August 3rd. We have a couple applicants to answer any questions, as well as Task Force members. Commissioner Stolzenberg – I would like to focus on the 20% that’s available for administration and planning. HUD requires a cap of 20% of the funds to be spent on that. I am trying to understand why we need to spend the maximum allowed by federal rules. What exactly are those funds going to? Who will be doing those things? Ms. Atak – Depending on the activities that we are funding, there is a number of different federal requirements that come with it. If an activity hits a certain funding threshold, sometimes Section 3 or environment review get triggered. With that comes the community engagement process. Those all have to be paid through the admin and planning portion of the 7 CDBG Grant. Generally, we block off about 20% of it just because the city always runs through all of the 20% just through the number of applicants each year. That’s why we blocked off 20%. Commissioner Stolzenberg – In a practical manner, what they are going to be spent on, it is compliance with federal rules and reporting and verifying that compliance. Whatever costs are associated with community engagement, which will be in the form of Zoom meetings? Ms. Atak – It’s now Zoom meetings. We have reports that we have to submit. Keeping track of those reports and auditing have paper trails that we have to pay for. Commissioner Stolzenberg – Most of that reporting will be done by you. Are there other consultants that will be brought in for those audits? Is this going to consume all of your time in the next year? Ms. Atak – It’s generally me. Commissioner Stolzenberg – Assuming that you are going to be doing other things, the city probably already budgeted for you to be employed by the city. Does this money from the federal government to pay for your time, implicitly free up the money, that would otherwise be allocated, to pay for your position? Ms. Atak – The CDBG grant does also pay for my position Ms. Creasy – Ms. Atak’s position is funded through CDBG. The CDBG allotment is a lot less than it used to be, the CDBG funds don’t necessarily cover all of her salary. The city puts in the additional amount to maintain that position. Ms. Atak does have a lot of roles in addition to the CDBG. Adding in the CDBG-CV will mean that she will be managing additional projects. Those funds will support the salary. There are also items, such as the accounting, legal, and if we do have to outsource for sort of other aspects, that funding covers that. We would love to put more towards the program. We also want to be able to address the expenses. Once we accept CDBG funding, there are a lot of reporting and requirements that are involved. We have to support those in order to get the allocation at all. Commissioner Stolzenberg – It’s that we already allocated city funds to pay Ms. Atak, the money actually comes from the federal government. This is what pays her. Commissioner Green – With this funding and with this position, if the city accepts these funds and if we don’t have that reporting and monitor the funding, we have to pay those funds back to the federal government plus a penalty. We definitely do not have that budgeted. It is an administration thing that is definitely necessary. Alex Ikefuna, Director of NDS – That is correct. We have to pay a penalty and the money back. 8 Commissioner Solla-Yates – It was a helpful packet. Page 63, which lays out the scoring, is extremely helpful. I see that there are two rounds of scoring: total score and final average. Can you talk me through that and how that relates to the amounts recommended? Ms. Atak – The total score is adding up what is in the subtotal column altogether for that particular applicant. For the final average, I am dividing out the number of people, who submitted the scores to get me that orange/yellow box score. The CDBG Task Force used the yellow box score to make their funding recommendation in their deliberation during the meeting that we had. Commissioner Solla-Yates – The CIC is not the highest scoring, but they received the most money. Can you explain why? Ms. Atak – The CIC received a score of 32.6. They were the only economic development application received for the CDBG-CV award. The Task Force Subcommittee went back and forth of whether to award CIC the full funding amount or to put forth all of the economic development funds into public services, given that there were so many applications in public services. They looked up the scores and they saw that the Thomas Jefferson Health District, TJAC, and CIC were the top three scores. They decided to give CIC the full economic development umbrella. Commissioner Solla-Yates – Was the concern that it was more pressing to the current health crisis? Ms. Atak – They did want to address and highlight that. Businesses are a focus for the city. We wanted to make sure that we gave support to the micro enterprises that needed it for the 0 to 50% AMI. ii. Public Hearing Rebecca Schmidt – From the Thomas Jefferson Health District. I did want to clarify our application for the full amount. That was to fund two full time community health workers at $18 an hour. With the funding that is recommended, we could hire one community health worker full time. I wanted to clarify that so that everyone was aware. Nancy Carpenter – As a task force member, we did some good deliberations and there were some really good applications. I feel like we did our due diligence in trying to use the CV money for the purposes that it was meant to be used for in our community. I hope that the Planning Commission moves forward with a recommendation to accept our recommendations for how this money should be appropriated. iii. Discussion and Motion Commissioner Stolzenberg – I generally understand what each of the applications were for from the titles on page 52 and from the minutes of the CDBG committee. Specifically, I have 9 questions about the Office of Economic Development application that Go Deliveries/Self Odyssey. What is that? Why wasn’t that in Economic Development category funding request? Ms. Atak – The main focus of OED was to implement services within the Downtown Job Center and Home to Hope program. That would identify SS and provide intensive case management to justice involved women to address barriers that relate to COVID-19 Pandemic issues. These were issues concerning housing stabilization, peer support, and focused programming for low income women served throughout incarceration and release. The reason why it wasn’t included into the Economic Development portion of the CDBG-CV award was because they were more focused on public service and housing rather than the more technical, financial planning, and business development aspect. Commissioner Stolzenberg – For the CIC grants, they would be for entrepreneurs at 0 to 50% AMI. Is that correct? Ms. Atak – That’s correct. Commissioner Stolzenberg – Is that a program that exists outside of this grant that we’re funding and supplementing? Is this that program in its entirety? Ms. Atak – They are adding COVID-19 aspects with the technical support to help business owners adapt to the new COVID-19 environment with the $1000 grant portion. They do have a micro enterprising scholarship grant with the normal CDBG allocation that they have received for FY 2020 year. Commissioner Stolzenberg – The grants are all $1,000 each? Ms. Atak – They are $4,000. They are aiming to help 24 business owners. Commissioner Stolzenberg – That’s pretty low overhead. That’s $2,600 that won’t be going to the business owners? Stephen Davis, CIC – While we regularly do micro loans, we are currently helping to administer business grant programs. This is a special case related to COVID grants that are helping businesses impacted because of the pandemic and required shutdowns. It is a special one-time only. We have done things like it before. On this program, we endeavor to keep our overhead very low. As much of the money as possible can go directly to businesses. I believe it was that $2,000 or $3,000 was the administrative costs. Everything else is going to be funneled to help the businesses. Commissioner Stolzenberg – For the Habitat application that was late, why did they submit even though it was late if late applications weren’t going to be submitted? Ms. Atak – They were about 15 minutes late. They claimed that they submitted the application. The new website sends a receipt for online submissions. I asked for that receipt, 10 and they didn’t have it. I took their copy of the Word document for record. Per the program guidelines, we don’t grade late applications. Motion: Commissioner Green – I would like to move that we approve the recommendation as submitted by this Task Force to Council based on the fact that we have a committee that does all of this research with all of these applications. I move to recommend approval to Council as submitted. (Second by Commissioner Lahendro) Motion passed 6-0. Commissioner Heaton did have to leave the meeting due to another commitment 2. ZM19-00004 – 909 Landonia Circle – Landowner Long Street LLC, by its member Stockbridge OPCO LLC, has submitted an application seeking a rezoning for a lot, having an area of approximately 0.6790 acres, identified within City tax records as Tax Parcel Identification No. 490079000 (“Subject Property”) and having an address of 909 Landonia Circle. The Subject Property has approximately 378 feet of frontage on Landonia Circle. The rezoning application proposes to change the zoning district classification of the Subject Property from B-1 Business to B-2 Business subject to a proffered development condition (“Proffer”). The Proffer states the following shall not be permitted on the Subject Property: Amusement Center; Auditoriums, Theaters; Bowling Alleys; Clubs, Private; Dry Cleaning Establishments; Movie Theaters; Dance Hall / all night; Pharmacies >1,700 SF, GFA. The Comprehensive Land Use Map for this area calls for Low Density Residential Development. Information pertaining to this application may be viewed online at www.charlottesville.gov/agenda. Persons interested in this Rezoning may contact NDS Planner Joey Winter by e-mail (winterj@charlottesville.gov) i. Staff Report Joey Winter, City Planner - This item is a Rezoning petition for 909 Landonia Circle. An application for a Zoning Map Amendment has been submitted which proposes a zoning change from B-1 Business to B-2 Business. The General Land Use Plan calls for Low Density Residential development at this location, but the Subject Property is in a commercial zoning district and has been since 1991. The previous use of the Subject Property was also commercial in nature. The owner of the car wash adjacent to the Subject Property purchased this parcel in 2019 and intends to expand their car wash. Expansion of the car wash onto the Subject Property requires a zoning map amendment since car washes are not permitted in the B-1 district. The existing car wash currently lies on two parcels fronting the 250 Bypass and contains a self-serve car wash with vacuuming, an automated car wash, and a propane refilling kiosk. Those uses would remain unchanged at the proposed new car wash. There is no site plan proffered with this application, but the applicant did include a proffer statement to prohibit several of the more intense by-right uses in the B-2 district. The applicant has consistently indicated to staff that their intent is to develop this property as part of the expanded car wash should this rezoning be approved. 11 IN TERMS OF COMMUNITY ENGAGEMENT: This application was received at the end of December, so all required community engagement was held prior to the pandemic. The applicant held a community meeting as required by City Code Section 34-41(c) (2) on February 13th at Burnley-Moran Elementary School. Two members of the public attended the meeting and were generally supportive of the applicant’s plans for the property. Staff received no written feedback in favor of or opposed to this application. STAFF RECOMMENDATION: Staff recommends approval of this rezoning application. Neighbors have not raised any concerns about rezoning the Subject Property for the purpose of expanding the car wash; and an adequate transition exists between commercial use on this property and residential uses to the north and west- there is a significant change in elevation and a natural landscaping buffer which will remain in place. Furthermore, required improvements to pedestrian connectivity, specifically sidewalk improvements along Landonia Circle will benefit nearby residential areas. The proposed zoning change could also contribute to goals of the City’s 2013 Comprehensive Plan related to Economic Sustainability. IN CONCLUSION: Please remember that the role of Planning Commission is to make an advisory recommendation to City Council on this proposed rezoning based on the factors listed in City Code Section 34-42(a). Commissioner Stolzenberg – Is the current vegetative buffer in place in excess of the required amount? Do they need to keep a buffer in place? Is it possible they’ll remove part of it? Mr. Winter – There are requirements in the zoning code as to how much buffer needs to be there. You will see in the applicant’s presentation that they do intend to keep landscaping there. There is no specific proffer to indicate as to how much landscaping will be there. We are also not at the site plan stage yet. There are other considerations that need to be taken into account before you promise to keep a specific look to the site until it’s been fully engineered and determined to be actually feasible. Commissioner Lahendro – In the report, staff states that neighbors did not raise any concerns about rezoning for the purpose of expanding the car wash. You just said it again now. Would the neighbors have a problem if it was a hotel or a convenience store or a laundry mat or a shopping center? They are all allowed under B-2 by right. Mr. Winter – I cannot speak for all of the neighbors. I certainly don’t speak for any of the neighbors. I was at the community meeting. The two ladies did not indicate that they were concerned about any of the B-2 uses. It is worth mentioning that it’s not a proper rezoning for a specific car wash. We have all indications from the applicant that is what they intend to develop the site as. Commissioner Lahendro – That is beside the point. Isn’t it? It’s a B-2 that they are asking for? 12 Mr. Winter – That’s correct. ii. Applicant Aaron Revere, Applicant – I appreciate your time and consideration this evening for the zoning amendment request to enable what has been the All American Car Wash to be expanded to the new brand of the Tiger Wash here located on Long Street. We are requesting to rezone parcel 49-79 from B-1 to B-2. That site was the former daycare facility and that site is adjacent to our existing carwash, where we have operated for more than 25 years. We have commercial uses on both sides along Long Street. We do have Burley-Moran Elementary School across the street. To the north, there is single family residential. Our intent is to clean up and consolidate the entire site and bring our operations up to modern standards, continuing to serve our long list of regular customers, both individuals and businesses alike, and maintain a well-balanced transition with our neighbors and the other uses within this corridor. We think that we can do that. Here are some site plans and some aerials that can contextualize some of this. Currently, the site houses 5 self-serve bay carwashes, one automated carwash tunnel, several free-standing vacuums, a propane refilling station, and air for tires. We intend to keep this same operational use, except we are going to go down to 4 self-serve bay washes and an improved and enclosed automated carwash tunnel. As you can see from the conceptual layout, the building square footage will stay pretty comparable to the overall site now. As you can see, we are going to repeat that zigzag feature. That’s where the self-serve carwashes are. The top end on the zigzag was the automated carwash. We take that square footage and the old daycare facility. It is repurposed into the more automated carwash tunnel. We are able to pull the carwash back away from the edge of Long Street creating a reinvestment in our local business, adding service to our customers, and working to improve the Long Street corridor aesthetic as well. We did hold a neighborhood meeting at Burley-Moran. They wanted to see us address several things. They wanted us to address the homeless that was beginning to frequent the old daycare facility. They wanted us to clean it up, to make sure we had thoughtful landscaping adjacent to the residential areas, improve pedestrian connectivity, make sure that in the site plan process that we work with the city to avoid light pollution, and they wanted us to not encourage automobile traffic through the neighborhood. We intend to address all of these items well within our plan. We will maintain our current access points down at the front of the site that we use today, to avoid changes in traffic patterns, and we will include in that a sidewalk, which is the yellow feature along the edge of the pavement of the existing Landonia Circle to enhance that pedestrian connectivity from the neighborhood down into this commercial area. We have to maintain that birthday sign out front as an institution and it means a lot to everybody. We will keep it as is. Given that the development is already a commercial site, the utilities are already there. Our new facility will focus on modernizing it, making it more efficient than the current and dated one. As we go through the site plan process, we will address storm water, lighting, parking, and all of the things required here. The site can and will adequately be able to address all of those things. Given our recent news regarding alternative energy, we are also considering some solar on the back roof there that can face south. We think it’s a great thing. We will create some jobs using these facilities. It’s about 5 full time and 7 part time jobs. We have noted several uses in the rezoning district, clearly not in keeping with the location. It was quick and easy to proffer those out and never use those. Our intent is if we are able to get your recommendation as well as Council’s 13 approval, we will go immediately into the site plan process. We have already worked on the design with Water Street Design Studio and Design Development. These are some before and after images for you based on these current site plans. Pulling back that self-serve carwash from the edge of the pavement is an immediate change in the area and it is a great improvement. We’re going to soften the color palate. We’re going to work suitable landscaping and sidewalks. It makes a nice difference. We are considering a bio-filter and landscaping down on the front. From the east view, you will see similar results. One of the things we have strove to and worked hard to do is not have a long building façade down the roadway, helping break up that design aesthetic and it helps provide views into our property. It gives a softer experience, as well improved circulation for our customers. Any and all of our uses can be queued on site. Coleman Street coming south and north intersects Landonia Circle at a T intersection. Behind that is the vegetation where our sites are. A lot of the tree cover there is not in the best health. We are going to be working on most of those trees there. We will be replanting it. A lot of it is covered in ivy. There is a lot of privet. That view is largely unchanged. We envision some sort of fence might be down there next to where the pedestrian path will be; not much of a visual change. Coleman Street comes in the backside and intersects with the sidewalk that runs down the north side of our site. As you hit that T intersection with Landonia Circle, there is some inconsistency with that pavement. That actually provides alternative areas for some softening up. Whether it’s a white board fence or a split rail fence, we envision something there that would have a better design for the area. Commissioner Stolzenberg – Tiger Fuel is a gas station company. Gas stations are allowed by right under B-2 and not in B-1. Why should we believe that you will not immediately turn around and build a gas station? Mr. Revere – We have one right down the street just in the county. This is our carwash site. We have customers, who love this site. Our intent is to do a carwash here. We operate over a dozen carwashes in the region. Commissioner Lahendro – It is a vast improvement that is being proposed. I have no doubts that Tiger Wash is wanting to develop the site. Things do change. Commissioner Green – Those are my thoughts. It is a vast improvement. That’s what I saw from the beginning. What I am concerned about are all of the things left in that matrix for a B- 2. Commissioner Palmer – No comment. Commissioner Solla-Yates – No comment. iii. Public Hearing No Public Comments iv. Discussion and Motion 14 Councilor Snook – What does Tiger Wash do about recycling water? How do you deal with water and water demand? Mr. Revere – It is important to us as well. Most of these carwashes recycle about 56% of the water. We are also phosphate free. It’s an improvement over the current facility that is there. It is a lot more efficient. It is more efficient than washing your car in your own driveway. Councilor Snook – In the drought of 2002, when we were getting very close to running out of water. There was a big flap about whether we should even allow carwashes to continue. The issue became how to distinguish between carwashes based on their water consumption and recycling. I am glad to hear that you have some of those conditions already in place. Mr. Revere – We’re actually reducing a self-serve bay count down by one. All of the modern equipment will be more efficient. We don’t expect a major change with we are currently experiencing at the current location. Councilor Magill – What other environmental aspects are you looking at? What other green initiatives are you taking into account? It is a lot of pavement. There is a lot of runoff and a lot of storm water. Are you looking at permeable pavers or anything like that? Mr. Revere – While the impervious surface is a little bit higher, we are trying to keep that the same. The site is already developed. Right now, they’re not very well designed to help try and address onsite storm water. We have already tried to work with Water Street to help make sure we are thinking about that onsite. In terms of the chemicals we use, we try to operate well with phosphate free and other things. I mentioned solar as well. We do a number of things at our gas stations and our other places where we allow people to offset their trips. In terms of site specific, the main thing is that storm water. Commissioner Green – As far as the transportation, those entrances won’t change. Has engineering taken a look at that to see if anything will hinder the Landonia Circle? Mr. Winter – There is no site plan application at this point. When the site plan comes in, then traffic engineering will fully look at this and all of the requirements under our code and figure out what makes sense. There have been no discussions at this point because there is no application. Commissioner Green – You said that you were hoping to do a bio-filter on the front, but you’re not sure. Do you have any preliminary engineering on that? Do you think that it is what is going to happen? Do you see any reason for that not to happen? Mr. Revere – We don’t see any reason not for it to happen. I am not sure that it is scaled to size. We are probably showing it oversized at this point to be conservative. That is the lower front corner of the site. Commissioner Lahendro – Is this a 24 hour operation? 15 Mr. Revere – The self-serve carwashes today are open 24 hours a day. The tunnel is not. It is open 8 to 8. It is the same with the propane. We are going to keep it consistent with the current uses and not expand that at all. Commissioner Lahendro – I see at the rear of the proposed development there is a drive up device. Does it talk to you to get your fee for going through the drive thru carwash? Mr. Revere – I am not sure that the device always has to talk to you. Usually, it’s a self-touch screen. I can double check on that in the settings that are going to be used. Commissioner Lahendro – We do have contiguous residential properties right there in the back. Commissioner Green – Wont those grades be drastically lower than the residents on top. I don’t see the numbers on the plan. I see them to the side. What is that? Commissioner Lahendro – It is a severe drop of 12 feet. That would help if it is actually developed that way. Commissioner Green – Can’t we condition the rezoning on the application plan? Lisa Robertson, City Attorney – No. It’s not a Special Use Permit. Motion: Commissioner Solla-Yates - On the basis that the proposal would service public necessity, convenience, general welfare, and good zoning practice, I move to recommend approval of application ZM19-00004. (Motion seconded by Commissioner Stolzenberg) Motion passed 3-2. IV. COMMISSION’S ACTION ITEMS Childcare Restrictions within the City of Charlottesville The following article from the New York Times was posted in Zoom chatroom during the Pre- Meeting as a reference for discussing a zoning text amendment on childcare in Charlottesville. https://www.nytimes.com/2020/07/10/nyregion/nyc-school-daycare-reopening.html Commissioner Solla-Yates – I posted in the chatroom a New York Times article from three days ago talking about the issues in New York City starting schools again but only partially. Here we are only talking about two days. The question being: Where do the kids go? Do people work and have kids sometimes? How does that work with employers? The University is expecting us to work and not watch children at all. There are many University employees in the city. The childcare operators are starting to open again, but at a reduced capacity. We are not as strong as we were before. We are substantially weaker than before. Before, it was a seven month wait. It’s much worse now. It’s a disaster. It is difficult as we have seen. It’s difficult for applicants to get permission to start childcare. Most places don’t allow it in the city, which is very simple. Most people don’t do it. There are too many things to say ‘no.’ People hear ‘no’ and they think ‘no.’ I 16 am proposing, given the current emergency, we should allow childcare in the city where it is needed. The language of the proposal is as follows: Motion - I move for a zoning text initiation to make both family day homes for up to twelve children and daycare facilities by right uses and all zoning districts and exempt them from the off street parking requirements, and I also ask staff to develop a standard drop off and pick up code to ensure safety, given this change. There was some pushback when I discussed this from a former planning commissioner concerned about safety. I want for staff to work on this. This is an emergency. The motion was seconded by Commissioner Stolzenberg Commissioner Green – Aren’t these allowed by right everywhere anyway as a home occupation permit for up to five kids? Ms. Creasy – It is allowed in residential areas without going through many processes. Once you get above five children, you link into the state permitting requirements as well as different building code requirements. Commissioner Green – I want us to be careful and think about this. We don’t want everybody opening up a daycare. There are child predators out there we don’t want opening up a daycare. Commissioner Solla-Yates – Are we in a place to prevent child predators from opening daycares in the NDS? Commissioner Green – I am saying that we need to be careful. It is allowed in all residential zoning districts for five kids. It is a by right use as a home occupation. I understand what you are trying to do. I am saying that I am not sure how many large daycares we can open when we are trying to social distance. I hope that people hearing this will want to open up their homes. It would be a great idea right now. Some of the things done in the county are relaxed restrictions on some of the permit requirements or home occupations. In the county they opened up the seating requirements on restaurants so there could be emergency orders. The county has something in place to set up or temporarily loosen up sign restrictions, so people can do the signs for longer periods of time for businesses. We could look at something like that as a quicker and easier fix to what you are trying to do. I am not sure what the requirements are for the permits. That would be much quicker than a zoning text amendment to change daycare centers. Commissioner Solla-Yates – It makes sense as an ‘and.’ It doesn’t make sense as an ‘or.’ Commissioner Stolzenberg – Can we do both? Commissioner Solla-Yates – I think that it is a good idea. Commissioner Green – You are saying this as a thought. When people can’t go to work, it’s going to be “taking care of my kids or going to work.” We need a quick fix, not a zoning text amendment. That’s my concern with it. Zoning text amendments are not quick. Commissioner Solla-Yates – Would this take years? How long are we talking about? 17 Ms. Robertson – Staff will need to investigate. The Planning Commission is not under the same 100 day rule as when Council refers something to it. You don’t have that time period. The proposal has to be vetted by staff. Staff would need to make its own recommendations to you. At whatever point you might decide to go forward with a specific proposal, you would have a public hearing on it. It can go to City Council when it is ready. The amount of time will depend on how long it takes to fully vet a proposal. Keep in mind that when you do a significant zoning change with a public hearing electronically like this, it can be a little challenging to make sure word gets out to enough people to get comments on it. On July 20th, staff is taking some interim regulations to City Council for its consideration in terms of requirements for asking people to undertake certain steps for public engagement, while meetings are being done electronically. Staff can always consider complying with those steps in the context of this type of amendment. Commissioner Green – If this is voted on tonight, what do you think the earliest date that you can get this back to the Planning Commission?. Mr. Ikefuna – We have to look at the workload. Workload consideration is very critical. Things are moving on the regular schedule. It’s going to be at least a few months for it come back to the Planning Commission. Commissioner Green – It’s not going to get to us until, I dare say September. I totally understand what you are saying (Commissioner Solla-Yates). If we have these locations where we can do five or more with social distancing, who knows how many people can happen with that. What kind of permitting requirements are there? How fast can the permits work their way through the system if people want to do this? Mr. Ikefuna – If you have five kids or less, you can have a daycare in any location that is conducive for the kids. Looking at any hurdles that may get in the way of expedited approval in our current situation. If you have to go in the direction of more than five kids, then you are also looking at state requirements. You start looking at the space requirements. Once it exceeds five, those things come into play. Commissioner Green – Then it comes to the state doing inspections. That is what I am asking. If I were to apply to have a home daycare for five kids or less, what do I need to provide the NDS staff and what do I need to do to make that happen rapidly? How fast does that happen? Ms. Creasy – You will need to fill out the application for a home occupation and turn it in. It’s a small fee. Mr. Fabio on the zoning staff reviews and turn that around very quickly. Commissioner Green – How long does it take? Mr. Ikefuna – It will take weeks, sometimes days. It depends on the number of applications ahead of that. Commissioner Green – If this is something that you (Commissioner Solla-Yates) want to do, go for it. I think we need a more immediate stop-gap. Are NDS and Council willing put in an 18 emergency order into place to say that the daycare comes in as home occupation? Will that application go to the top of the pile? To get Dr. Richardson and Council on board, that is a priority project. If a daycare comes in, we put that at the top of the pile for first review. Commissioner Lahendro – Why not even waive the fee to get the attention of the newspaper and get public attention to this? Commissioner Green – Maybe this is a CIC looking at this and promoting this kind of thing for people to do something like this in their homes. Especially, people who are out of a job. Chairman Mitchell – I like where we are going with this. I am not certain what our role is in this. Ms. Robertson – There are layers of issues here. As with many other things, our ordinances are a little bit out of date. Under state law, up to a certain number of children cared for in someone’s home, exclusive of that person’s own children, is considered residential occupancy by single family. You are required to allow that anywhere for someone that cares for children in their own home. If you are allowed to live in a place as a single family, you’re allowed to do this with up to four children under state law, exclusive of the children that belong to you. When you get to five children, you are subject to the state regulations. New provisions of state law do allow localities to authorize the zoning administrator to use an administrative process to issue zoning permits for those larger facilities that have five to twelve children. That still requires an action of an ordinance. If you want to go that route, it might be a little easier to authorize those homes to go through an administrative process to be approved. When you do that, you’re still supposed to have standards developed to guide the zoning administrator in making those decisions. You’re back to the same problem that you’re discussing now, which is quite a bit of work for you to go into determining who gets approved and who doesn’t from the zoning perspective. Commissioner Green – You’re saying four kids, not five kids or less? Ms. Robertson – In 2015, Virginia code 15.2-2292 was amended to reduce the number from five to four. Commissioner Green – Basically, all we need to do is get an emergency order through the legislation to change so that we can help? Ms. Robertson – Not necessarily. One can take the position that under our current zoning ordinance, we never changed it. You can still have up to five. You need to be aware that when you’re at five, the state now requires you to have a regulation where it didn’t used to require that until you got to six. Under our local ordinance, anyone who wants to care for children in their home, can have up to five children anywhere that residential occupancy is allowed by right within the city. Someone, who wants to start care in their home at five, may or may not be able to get that home approved by the state agency that regulates them. Commissioner Stolzenberg – We do have a couple of restrictions on that one to five category that looks they are not allowed by the state law. In UMD (University Medium Density and University High Density), they’re not permitted at all. The state law would override if it is one to four, but for 19 the fifth. In terms of off street parking requirements, we require one space per non-resident employee plus space required for the dwelling for family day homes from one to five children. For one to four, the state law says there shouldn’t be any conditions more restrictive than those imposed on residences. The off street parking requirement is not allowed for those if you consider that a condition for restriction. In the off street parking ordinance, there’s no requirement for family day homes from six to twelve. There is a requirement for daycares, which are thirteen plus. Ms. Robertson – You have laws that haven’t been updated comprehensively and maintained in accordance with state law since 2003. You have problems. We definitely need to put this stuff in the basket of things that need to be updated when we’re ready to go there. Commissioner Stolzenberg is correct that in the event of a conflict between state law requirements and our local ordinance, we need to allow compliance with the state law up to four people. Commissioner Green – Basically, we’re back to what I was talking about. We can do this up to four in homes without all of the regulations. With the fifth, the ordinance says that we can do. It’s going to start a bunch of parking requirements. Commissioner Stolzenberg – If we have permit forms or FAQ on how to get this started to switch those to be combined with state law rather than our long and over written local ordinances. I like the idea of doing administrative things quickly. We should do both because it might take 3 and 4 months to get a ZTA passed. We do need to do it anyway. Four months ago, it was easy to think that this pandemic was going to be a short time. At this point, it seems really clear that this is the indefinite future for us. Early next year, we may have a vaccine. There is a good chance we don’t. We should plan for that contingency. This is critical for the pandemic. I think it’s important to move forward. I also think it’s important in general. I know Commissioner Solla-Yates and even my co-workers were complaining about daycare even before all of this. Commissioner Green – I don’t want staff working on this when there is much quicker result that we can get through for people, who can use it right now. It’s great Commissioner Stolzenberg for months down the road. Some people are going to lose their jobs before 4 months or 3 months because school should be starting in August. The $600 additional funding from the federal government for unemployment ends at the end of July. A lot of people are going to go back to work. We have a bigger problem and it’s going to be August two weeks from now. It is not October when we can get it to Council. I would really like staff to look at what we can do administratively quickly and then step 2. I think it’s a twostep process. Chairman Mitchell – What would like to do with motion Commissioner Solla-Yates? Would you like to keep it as is or would you like to amend it based on the input from Commissioner Green? Motion: Commissioner Solla-Yates - I move for a zoning text initiation to make both family day homes for up to twelve children and family day homes by right uses and all zoning districts and exempt them from the off street parking requirements, and I also ask staff to develop a standard drop off and pick up code to ensure safety, given this change and take all administrative measures to ensure childcare is provided as quickly as possible and waive the application fee for the one to four. (Motion seconded by Commissioner Stolzenberg) 20 Motion passed (4-0) with one abstention. Commissioner Green – What are the restrictions on daycares and churches where most of the infrastructure is in place? Commissioner Heaton – That’s why I am abstaining. Churches have a religious exemption even though many of them exceed the state and city requirements. We’re exempt from having to adhere to them. Commissioner Green – How is that possible? Commissioner Heaton – They are technically religious schools. They are schools as opposed to daycare. Ms. Robertson – A few years ago, there was a court case that came out of Fredericksburg that dealt with the licensing and zoning issues relating to daycare and churches. I will need to review that. There are some special licensing provisions or exemptions that certainly apply at the state level for churches. I will need to review the zoning issues in that case. Commissioner Green – If that hoop is something that we can tear down quickly, maybe that’s something we need to add to this. Commissioner Heaton – Some churches have daycares and some have schools. Schools are different than daycares, even though they serve the same population. Commissioner Green – I would like to know that Ms. Robertson. I thought our only exempted churches had the same exemptions as wineries and breweries. Ms. Robertson – I don’t think I would use the word ‘exemption.’ What you always have to analyze is whether your regulations impose burdens on the churches that aren’t permissible. ‘Exemption’ may be the correct word relative to the state regulations that deal with either financing of the school or a daycare. Commissioner Heaton – There is a lot of precedent where nearby churches open up after a school burns down or is hit by a tornado. Commissioner Green – Maybe that is what I am saying as well. If there are hoops, we can put some kind of emergency order that expires. Commissioner Heaton – The mayor or governor can stay the state of emergency. A lot of the things that we are talking about tonight will not be an issue. That hasn’t happened yet. We are doing the right thing. Commissioner Green – There is a state of emergency. Commissioner Stolzenberg – Is there anything related to daycare? 21 Ms. Robertson – No there is not. The governor could address that if he wanted to relative to the state regulations. From the city’s perspective, we have to look at what the impact is on local zoning regulations and to what extent something is modifiable in the short term to facilitate something happening that will be helpful to people who need that additional childcare. Commissioner Green - If you can find that, you can let us know. Our next step may be to reach out to Delegate Hudson. I know the legislature is doing an emergency session in August. They may need to bring this up and there may need to be an executive order from the governor. Commissioner Heaton – The school board doesn’t have their plan nailed down either. Commissioner Green – They’re only going two days a week. There are three days a week that somebody, who is working full time has to have childcare. I worry about the kids with no internet and nobody at home. It is something that I have been thinking about a lot. Commissioner Heaton – I would concur, especially the most vulnerable kindergarten and pre- kindergarten home may not be the best place for them. Whatever the governor can do to expedite that so it doesn’t become a zoning process. Commissioner Green – Ms. Robertson, can you get us that to see where we are with that. We will know what to request from delegate Hudson. Ms. Robertson – The state regulations? Commissioner Green – What our regulations will be and what roadblocks we would endure in the city to be able to do something like this in institutions like churches. Ms. Robertson – Sure. Commissioner Green – Does that make sense? I feel like there is more urgent need than a zoning text amendment. Chairman Mitchell – Let’s wait until we get the feedback from Ms. Robertson before we go down that road. Commissioner Stolzenberg – With the ZTA we just initiated, is it possible for staff to come back to us with the non-discretionary, obvious, or necessary things by state code that could be changed quickly without a full report of impact analysis because there is not a lot to debate and come back later in that 4 month timeframe with the items we actually would have to discuss and debate? Ms. Robertson – Other than things that Council could do, I am comfortable in giving an opinion that if you’re allowed to do something under the state law that you need to be allowed to do that regardless what the city ordinance says. The main thing that you all might want to consider in the longer term is whether you allow administrative approval by the zoning administrator of 5 to 12. When you do that, it’s an equal amount of work. Instead of putting standards to guide that 22 discretion in your ordinance, you have to put together a set of standards that the zoning administrator has to do to make a decision. That would include everything, such as parking. You have to lay that out in a policy and procedure document for the administrator to apply. Commissioner Green – There would be hoops to jump through for the state regulations for 5 to 12? Ms. Robertson – That’s correct. Commissioner Green – Would that be something we would be able to waive or have a conversation about? Ms. Robertson – That’s right. It’s not something I would encourage you to ask after the next two weeks. It’s going to require more work and thought than that. Commissioner Green – The vice-mayor has asked how much the application fee is for the home occupation for 1 to 4 children. Ms. Creasy – It is $100. Commissioner Stolzenberg – One thing I noticed in the state ordinance is that for the 5 to 12 family day home. Regardless of the regulations for administrative approval, there is a requirement to give notice to neighboring property owners. They can object. It seems to me that you could implement fairly lenient regulations because this objection mechanism is there. You can make them fairly lenient and then consider objections brought up by neighbors if they happen. If you have an application where they have spoken to the neighbors and the neighbors approve. There is really no need for all of this process. Ms. Robertson – That could be looked at. I would suggest that ordinarily I wouldn’t recommend putting the zoning administrator in the position of resolving objections involving neighboring property owners. What you want to do is approve the ones that nobody objects to and send anything else to some other level of administration. Maybe the Planning Commission could be the administrator for ones that have objections. It’s going to take some thought to figure out all of the details for the long term solution. We can get some things moving in terms of information and administrative details like the waiving of the fee in the short term. Commissioner Solla-Yates moved to adjourn. The meeting was adjourned at 7:38 PM.