CITY OF CHARLOTTESVILLE 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 February 22, 2019 TO: Charlottesville Planning Commission, Neighborhood Associations & News Media Please Take Notice A Special Meeting of the Charlottesville Planning Commission will be held on Tuesday, March 5, 2019 at 5pm in the NDS Conference Room (610 East Market Street) AGENDA 1. Major Subdivision – 900‐1000 1st Street (CRHA) 2. Public Comment cc: City Council Mike Murphy Alexander Ikefuna Planners Jeff Werner, Camie Mess Lisa Robertson CITY OF CHARLOTTESVILLE DEPARTMENT OF NEIGHBORHOOD DEVELOPMENT SERVICES STAFF REPORT APPLICATION FOR APPROVAL OF A SUBDIVISION PLANNING COMMISSION SPECIAL MEETING DATE OF HEARING: March 5, 2019 Project Planner: Carrie Rainey Date of Staff Report: February 27, 2019 Development: South First Street at 900‐1000 1st Street S (Tax Map 26 Parcel 115) Applicant: Grant Duffield of Charlottesville Redevelopment and Housing Authority (CRHA) Applicant’s Representative(s): Ashley Davies of Riverbend Development Current Property Owner: Charlottesville Redevelopment Housing Authority (CRHA) Applicable City Code Provisions: 29‐1 through 29‐126 (Subdivision) Zoning District: Multifamily Residential (R‐3) and Single‐Family Small Lot Residential (R‐1S) Reason for Planning Commission Review: The Planning Commission shall review major subdivisions per Section 29‐76(a). Vicinity Map Provided on Final Site Plan by Collins Engineering 1 Standard of Review Approval of a subdivision is a ministerial function, as to which the Planning Commission has little or no discretion. When an applicant has submitted a subdivision that complies with the requirements of the City’s Subdivision Ordinance, then approval of the plat must be granted. In the event the Planning Commission determines there are grounds upon which to deny approval of a subdivision, the motion must clearly identify the deficiencies in the subdivision, that are the basis for the denial, by reference to specific City Code sections and requirements. Further, upon disapproval of a subdivision, the Planning Commission must identify the modifications or corrections that would permit approval of the subdivision. Summary Ashley Davies of Riverbend Development, acting as agent for CRHA, is requesting approval of a major subdivision to construct a new multi‐family residential development. Per Section 29‐3, this subdivision is considered major because it involves extension of public utilities. The land within the proposed major subdivision is identified on City Real Estate Tax Map 26, Parcel 115, and it has frontage on 1st Street S, Elliott Avenue, and Hartman’s Mill Road. The site contains approximately 11.99 acres. The applicant has submitted four (4) prior versions of the proposed plat; with each submission, staff has made a good faith effort to identify all deficiencies (if any) so that the applicant could be in a position to submit an approvable final plat to you for consideration and approval prior to March 5, 2019. Subdivision Review Subdivisions are reviewed for compliance with City codes and standards, in accordance with procedures prescribed by Virginia Code 15.2‐2259 and standards and design requirements specified within the City’s subdivision, zoning, and water protection ordinances and the City’s Standards and Design Manual. The Planning Commission is the “subdivision agent” for the purpose of reviewing and approving a proposed final subdivision plat for a major subdivision. As “subdivision agent” the Planning Commission is performing an administrative function, and there are only two possible actions: (1) Approval‐‐if the proposed subdivision meets all applicable requirements, the Planning Commission must approve it, or (2) if the Planning Commission determines that the proposed subdivision does not meet all applicable requirements, then the Planning Commission must disapprove the plat, and must articulate specific reasons why the subdivision does not meet the requirements—with reference to specific laws, ordinances and regulations. 2 Subdivision Requirements—Sections 29‐1 through 29‐261 A. Section 29‐140 requires all subdivision plats and supporting materials to be in accordance with: 1. Applicable provisions of the Virginia Code 2. The Water Protection Ordinance, Chapter 10 City Code 3. The Fire Prevention Code, Chapter 12 City Code 4. Utilities Ordinance, Chapter 31 City Code 5. Zoning Ordinance, Chapter 34 City Code 6. Charlottesville’s Standards and Design Manual 7. Subdivision Ordinance, Chapter 29 City Code, and other applicable City ordinances B. Compliance with design standards and improvements (per Sections 29‐160 ‐ 29‐163) 1. Blocks: No new blocks will be created as a result of this subdivision. 2. Lots: The applicant is proposing to create three (3) lots. 3. Parks, Schools, and other Public Land: No new parks or schools will be created with this subdivision. A public pedestrian ingress and egress easement is provided for trail access (see Sheet 9). 4. Preservation of natural features and amenities: Critical slopes as defined by Section 34‐1120(b)(2) are found on the site. The proposed site plan associated with the development shows the limits of critical slopes (see Attachment 2). City Council is considering a critical slope waiver request for the site at their March 4th, 2019 meeting. If Council has not granted the waiver before the Planning Commission makes a decision on the proposed subdivision, then the subdivision cannot be approved. Sections 29‐140 and 29‐110(a)(16) require subdivision plats to be in conformance with applicable requirements of the zoning ordinance, which includes the Critical Slopes regulations and building site requirements (Section 34‐1120). 5. Items Listed in Section 29‐111(b): The applicant has submitted a proposed final site plan for staff’s administrative review. The documents and information referenced in Section 29‐111(b) are included in the site plan that is under review, therefore they do not need to be addressed in this subdivision plat. 6. Monuments: The subdivision plat demonstrates that the following requirements of Section 29‐160 have been satisfied: 3 a. All boundaries (exterior and interior) of the original survey for the subdivision have monuments in accordance with the Standards & Design Manual (see, e.g., Sheet 3). b. The applicant has verified that these monuments will be set prior to recordation of the subdivision plat, or prior to conveyance of either lot with reference to this plat. C. Compliance with the Street Standards for Subdivisions (Section 29‐180 – 29‐183) The proposed subdivision does not include any new public street. Land along 1st Street S (wherein existing road and sidewalk facilities exist) is dedicated to public use through this subdivision plat, and is anticipated to be accepted by City Council at a later date; however, as a practical matter this process is undertaken to clear up gaps in the City’s land records, and will not change the dimensions or use of the existing 1st Street South (see Note 7 on Sheet 2). D. Compliance with Utility Standards for Subdivisions (Sections 29‐200 – 29‐204) The specific utility configurations and design details are under review by the Utilities Department as a part of the site plan review process and will be approved administratively by staff as part of final site plan approval. The utility easements as shown on this final subdivision plat have been approved by the Utilities Department. Public easements are required to be shown on a final subdivision plat; once the approved final plat is recorded in the land records, the plat will establish as a matter of record the physical boundaries of the easement areas. E. Compliance with applicable zoning district regulations (Sections 34‐350 – 34‐420) If City Council approves the applicant’s critical slope waiver request each of the lots within this subdivision will contain building sites compliant with the requirements of City Code 34‐1120. The dimensions (area, frontage, building site, etc.) of two lots will, in staff’s assessment, comply with the requirements of the R‐3 multi‐family residential zoning district, and the dimensions of the third lot will, in staff’s assessment, comply with the requirements of the R‐1S single‐family residential zoning district. See Section 34‐1123 and Section 29‐161. F. Compliance with the Water Protection Ordinance (City Code Chapter 10). Per Section 29‐202 every development must be designed to achieve state and local requirements for post‐development stormwater management, including measures addressing both the quantity and quality of stormwater, as set forth within Chapter 10 of the City Code (Water Protection). 4 1. Stormwater Management Plan: a stormwater management concept has been submitted in the final site plan along with the final plat materials, as required by Section 29‐111(a)(2). The applicant has also submitted a proposed final Stormwater Management Plan for consideration by the City’s VESMP Agent. Such improvements, facilities and treatments are identified within the final site plan, which is currently under administrative review by staff. 2. Erosion & Sediment Control: the applicant will submit an erosion and sediment control plan as part of the construction plans that are part of the site plan that is concurrently under review. This is permitted by Section 29‐111(b). Public Comments Received No comments received. Suggested Motions Motion to Approve: I move to approve the final subdivision plat dated February 21, 2019 for Tax Map 26 Parcel 115. Motion to Deny Approval: I move to deny approval of the final subdivision plat dated February 21, 2019 for Tax Map 26 Parcel 115, based on the following deficiencies: 1. _________________ 2. _________________ 3. _________________ Attachments 1. Final Subdivision Plat dated February 21, 2019 2. Final Site Plan under staff review dated February 25, 2019 3. Applicable code sections from Chapters 29 and 34 5 FIELD BY: 09-18 TO 12-18 FIELD DATES: 1 OF 16 SHEET TSC-JSP-OSL-NJB DRAWN BY: TSC PROJECT #: 18082.0 757-557-0888 WWW.MAS-LD.COM Virginia Beach, VA 23462 ADMIN@MAS-LD.COM 5305 Cleveland Street, Suite 102 MidAtlantic Surveying and Land Design MAS-LD DWG NAME: C:\USERS\TCAMP\DROPBOX (MAS-LD)\2018\18082.0 SOUTH 1ST ST- CRHA - CHARLOTTSVILLE - SUB\DRAWINGS\18082.0 1ST STREET SE-CRHA - CHARLOTTESVILLE - SUBDIVISION PLAT.DWG PLOTTED BY TCAMP 2/24/2019 10:52 PM LAST SAVED 2/24/2019 10:43 PM FIELD BY: 09-18 TO 12-18 FIELD DATES: 2 OF 16 SHEET TSC-JSP-OSL-NJB DRAWN BY: TSC PROJECT #: 18082.0 757-557-0888 WWW.MAS-LD.COM Virginia Beach, VA 23462 ADMIN@MAS-LD.COM 5305 Cleveland Street, Suite 102 MidAtlantic Surveying and Land Design MAS-LD DWG NAME: C:\USERS\TCAMP\DROPBOX (MAS-LD)\2018\18082.0 SOUTH 1ST ST- CRHA - CHARLOTTSVILLE - SUB\DRAWINGS\18082.0 1ST STREET SE-CRHA - CHARLOTTESVILLE - SUBDIVISION PLAT.DWG PLOTTED BY TCAMP 2/24/2019 10:53 PM LAST SAVED 2/24/2019 10:43 PM FIELD BY: 09-18 TO 12-18 FIELD DATES: 3 OF 16 SHEET TSC-JSP-OSL-NJB DRAWN BY: TSC PROJECT #: 18082.0 757-557-0888 WWW.MAS-LD.COM Virginia Beach, VA 23462 ADMIN@MAS-LD.COM 5305 Cleveland Street, Suite 102 MidAtlantic Surveying and Land Design MAS-LD DWG NAME: C:\USERS\TCAMP\DROPBOX (MAS-LD)\2018\18082.0 SOUTH 1ST ST- CRHA - CHARLOTTSVILLE - SUB\DRAWINGS\18082.0 1ST STREET SE-CRHA - CHARLOTTESVILLE - SUBDIVISION PLAT.DWG PLOTTED BY TCAMP 2/24/2019 10:54 PM LAST SAVED 2/24/2019 10:43 PM FIELD BY: 09-18 TO 12-18 FIELD DATES: 4 OF 16 SHEET TSC-JSP-OSL-NJB DRAWN BY: TSC PROJECT #: 18082.0 757-557-0888 WWW.MAS-LD.COM Virginia Beach, VA 23462 ADMIN@MAS-LD.COM 5305 Cleveland Street, Suite 102 MidAtlantic Surveying and Land Design MAS-LD DWG NAME: C:\USERS\TCAMP\DROPBOX (MAS-LD)\2018\18082.0 SOUTH 1ST ST- CRHA - CHARLOTTSVILLE - SUB\DRAWINGS\18082.0 1ST STREET SE-CRHA - CHARLOTTESVILLE - SUBDIVISION PLAT.DWG PLOTTED BY TCAMP 2/24/2019 10:54 PM LAST SAVED 2/24/2019 10:43 PM FIELD BY: 09-18 TO 12-18 FIELD DATES: 5 OF 16 SHEET TSC-JSP-OSL-NJB DRAWN BY: TSC PROJECT #: 18082.0 757-557-0888 WWW.MAS-LD.COM Virginia Beach, VA 23462 ADMIN@MAS-LD.COM 5305 Cleveland Street, Suite 102 MidAtlantic Surveying and Land Design MAS-LD MATCH LINE "A" DWG NAME: C:\USERS\TCAMP\DROPBOX (MAS-LD)\2018\18082.0 SOUTH 1ST ST- CRHA - CHARLOTTSVILLE - SUB\DRAWINGS\18082.0 1ST STREET SE-CRHA - CHARLOTTESVILLE - SUBDIVISION PLAT.DWG PLOTTED BY TCAMP 2/24/2019 10:56 PM LAST SAVED 2/24/2019 10:43 PM MATCH LINE "A" FIELD BY: 09-18 TO 12-18 FIELD DATES: 6 OF 16 SHEET TSC-JSP-OSL-NJB DRAWN BY: TSC PROJECT #: 18082.0 757-557-0888 WWW.MAS-LD.COM Virginia Beach, VA 23462 ADMIN@MAS-LD.COM 5305 Cleveland Street, Suite 102 MidAtlantic Surveying and Land Design MAS-LD MATCH LINE "B" DWG NAME: C:\USERS\TCAMP\DROPBOX (MAS-LD)\2018\18082.0 SOUTH 1ST ST- CRHA - CHARLOTTSVILLE - SUB\DRAWINGS\18082.0 1ST STREET SE-CRHA - CHARLOTTESVILLE - SUBDIVISION PLAT.DWG PLOTTED BY TCAMP 2/24/2019 10:56 PM LAST SAVED 2/24/2019 10:43 PM MATCH LINE "B" FIELD BY: 09-18 TO 12-18 FIELD DATES: 7 OF 16 SHEET TSC-JSP-OSL-NJB DRAWN BY: TSC PROJECT #: 18082.0 757-557-0888 WWW.MAS-LD.COM Virginia Beach, VA 23462 ADMIN@MAS-LD.COM 5305 Cleveland Street, Suite 102 MidAtlantic Surveying and Land Design MAS-LD DWG NAME: C:\USERS\TCAMP\DROPBOX (MAS-LD)\2018\18082.0 SOUTH 1ST ST- CRHA - CHARLOTTSVILLE - SUB\DRAWINGS\18082.0 1ST STREET SE-CRHA - CHARLOTTESVILLE - SUBDIVISION PLAT.DWG PLOTTED BY TCAMP 2/24/2019 10:57 PM LAST SAVED 2/24/2019 10:43 PM FIELD BY: 09-18 TO 12-18 FIELD DATES: 8 OF 16 SHEET TSC-JSP-OSL-NJB DRAWN BY: TSC PROJECT #: 18082.0 757-557-0888 WWW.MAS-LD.COM Virginia Beach, VA 23462 ADMIN@MAS-LD.COM 5305 Cleveland Street, Suite 102 MidAtlantic Surveying and Land Design MAS-LD DWG NAME: C:\USERS\TCAMP\DROPBOX (MAS-LD)\2018\18082.0 SOUTH 1ST ST- CRHA - CHARLOTTSVILLE - SUB\DRAWINGS\18082.0 1ST STREET SE-CRHA - CHARLOTTESVILLE - SUBDIVISION PLAT.DWG PLOTTED BY TCAMP 2/24/2019 10:58 PM LAST SAVED 2/24/2019 10:43 PM FIELD BY: 09-18 TO 12-18 FIELD DATES: 9 OF 16 SHEET TSC-JSP-OSL-NJB DRAWN BY: TSC PROJECT #: 18082.0 757-557-0888 WWW.MAS-LD.COM Virginia Beach, VA 23462 ADMIN@MAS-LD.COM 5305 Cleveland Street, Suite 102 MidAtlantic Surveying and Land Design MAS-LD MATCH LINE "C" DWG NAME: C:\USERS\TCAMP\DROPBOX (MAS-LD)\2018\18082.0 SOUTH 1ST ST- CRHA - CHARLOTTSVILLE - SUB\DRAWINGS\18082.0 1ST STREET SE-CRHA - CHARLOTTESVILLE - SUBDIVISION PLAT.DWG PLOTTED BY TCAMP 2/24/2019 11:00 PM LAST SAVED 2/24/2019 10:43 PM MATCH LINE "C" FIELD BY: 09-18 TO 12-18 FIELD DATES: 10 OF 16 SHEET TSC-JSP-OSL-NJB DRAWN BY: TSC PROJECT #: 18082.0 757-557-0888 WWW.MAS-LD.COM Virginia Beach, VA 23462 ADMIN@MAS-LD.COM 5305 Cleveland Street, Suite 102 MidAtlantic Surveying and Land Design MAS-LD MATCH LINE "D" DWG NAME: C:\USERS\TCAMP\DROPBOX (MAS-LD)\2018\18082.0 SOUTH 1ST ST- CRHA - CHARLOTTSVILLE - SUB\DRAWINGS\18082.0 1ST STREET SE-CRHA - CHARLOTTESVILLE - SUBDIVISION PLAT.DWG PLOTTED BY TCAMP 2/24/2019 11:01 PM LAST SAVED 2/24/2019 10:43 PM MATCH LINE "D" FIELD BY: 09-18 TO 12-18 FIELD DATES: 11 OF 16 SHEET TSC-JSP-OSL-NJB DRAWN BY: TSC PROJECT #: 18082.0 757-557-0888 WWW.MAS-LD.COM Virginia Beach, VA 23462 ADMIN@MAS-LD.COM 5305 Cleveland Street, Suite 102 MidAtlantic Surveying and Land Design MAS-LD DWG NAME: C:\USERS\TCAMP\DROPBOX (MAS-LD)\2018\18082.0 SOUTH 1ST ST- CRHA - CHARLOTTSVILLE - SUB\DRAWINGS\18082.0 1ST STREET SE-CRHA - CHARLOTTESVILLE - SUBDIVISION PLAT.DWG PLOTTED BY TCAMP 2/24/2019 11:05 PM LAST SAVED 2/24/2019 10:43 PM FIELD BY: 09-18 TO 12-18 FIELD DATES: 12 OF 16 SHEET TSC-JSP-OSL-NJB DRAWN BY: TSC PROJECT #: 18082.0 757-557-0888 WWW.MAS-LD.COM Virginia Beach, VA 23462 ADMIN@MAS-LD.COM 5305 Cleveland Street, Suite 102 MidAtlantic Surveying and Land Design MAS-LD DWG NAME: C:\USERS\TCAMP\DROPBOX (MAS-LD)\2018\18082.0 SOUTH 1ST ST- CRHA - CHARLOTTSVILLE - SUB\DRAWINGS\18082.0 1ST STREET SE-CRHA - CHARLOTTESVILLE - SUBDIVISION PLAT.DWG PLOTTED BY TCAMP 2/24/2019 11:04 PM LAST SAVED 2/24/2019 10:43 PM FIELD BY: 09-18 TO 12-18 FIELD DATES: 13 OF 16 SHEET TSC-JSP-OSL-NJB DRAWN BY: TSC PROJECT #: 18082.0 757-557-0888 WWW.MAS-LD.COM Virginia Beach, VA 23462 ADMIN@MAS-LD.COM 5305 Cleveland Street, Suite 102 MidAtlantic Surveying and Land Design MAS-LD DWG NAME: C:\USERS\TCAMP\DROPBOX (MAS-LD)\2018\18082.0 SOUTH 1ST ST- CRHA - CHARLOTTSVILLE - SUB\DRAWINGS\18082.0 1ST STREET SE-CRHA - CHARLOTTESVILLE - SUBDIVISION PLAT.DWG PLOTTED BY TCAMP 2/24/2019 11:06 PM LAST SAVED 2/24/2019 10:43 PM FIELD BY: 09-18 TO 12-18 FIELD DATES: 14 OF 16 SHEET TSC-JSP-OSL-NJB DRAWN BY: TSC PROJECT #: 18082.0 757-557-0888 WWW.MAS-LD.COM Virginia Beach, VA 23462 ADMIN@MAS-LD.COM 5305 Cleveland Street, Suite 102 MidAtlantic Surveying and Land Design MAS-LD DWG NAME: C:\USERS\TCAMP\DROPBOX (MAS-LD)\2018\18082.0 SOUTH 1ST ST- CRHA - CHARLOTTSVILLE - SUB\DRAWINGS\18082.0 1ST STREET SE-CRHA - CHARLOTTESVILLE - SUBDIVISION PLAT.DWG PLOTTED BY TCAMP 2/24/2019 11:07 PM LAST SAVED 2/24/2019 10:43 PM FIELD BY: 09-18 TO 12-18 FIELD DATES: 15 OF 16 SHEET TSC-JSP-OSL-NJB DRAWN BY: TSC PROJECT #: 18082.0 757-557-0888 WWW.MAS-LD.COM Virginia Beach, VA 23462 ADMIN@MAS-LD.COM 5305 Cleveland Street, Suite 102 MidAtlantic Surveying and Land Design MAS-LD DWG NAME: C:\USERS\TCAMP\DROPBOX (MAS-LD)\2018\18082.0 SOUTH 1ST ST- CRHA - CHARLOTTSVILLE - SUB\DRAWINGS\18082.0 1ST STREET SE-CRHA - CHARLOTTESVILLE - SUBDIVISION PLAT.DWG PLOTTED BY TCAMP 2/24/2019 11:09 PM LAST SAVED 2/24/2019 10:43 PM FIELD BY: 09-18 TO 12-18 FIELD DATES: 16 OF 16 SHEET TSC-JSP-OSL-NJB DRAWN BY: TSC PROJECT #: 18082.0 757-557-0888 WWW.MAS-LD.COM Virginia Beach, VA 23462 ADMIN@MAS-LD.COM 5305 Cleveland Street, Suite 102 MidAtlantic Surveying and Land Design MAS-LD DWG NAME: C:\USERS\TCAMP\DROPBOX (MAS-LD)\2018\18082.0 SOUTH 1ST ST- CRHA - 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UJ ~ E lll (/) 1-- <( TI § <.!> z z w w a::: I I- Q' w w z (') -...J z 1- (/) => w (fJ z I- 0 ::J __, I- (/) 8 w a::: 1- ...J a::: <( w (9 w a:: 0 0 0 N I- (/) u tJ w """" (/) T"""'I ":I .... ~ tu "c 0 J'l ~ 0 ~ ~ ~ ""'=--;::;;-~~· I" JOB NO. 1i -" 0 182158 ·o 0 00 I---;:;:;;-;;~-, 00 0 SCALE ""'D ~' c ~ -~- r'lPB - ~ 1 "=20' - '-, - ·~' - - -Ill J6"9.J ~ - "· ' - - -- - -- - - - -- ..,, • -1 \._ -- ·- I ' " 1---=-=--, .g_ c - ------- __ - -- 'J5;9--1lf - - - - - - - - - · I / SHEET NO. - .'.'.:' '"--...._ -~~ - J(ir;_ 9 Ill / / I 3 0 SANITARY SEWER STORM SEWER z ASBUILT INFORMATION ii'. ASBUILT INFORMATION w w z [I] EXIST/NC SANITARY SEWER MANHOIE @ EXIST/NC STORM DRAIN MANHOLE ® EXIST/NC STORM DRAIN MANHOLE ® EXIST/NC STORM FLARED END SECTION 1 - -..........-,......,......,......,......,-....~~ RIM = 410.21' RIM = 418.39' RIM = 400.97' w (/) /Nv. 8" (SSE) = 406.23' /NV. 72" RCP (WNW} = 412.99' /IN. 75" RCP (NNE) = 39J51' @ EXISTING STORM 12" CPP z :J /NV. 8 " (WNW) = 406. II ' /NV. 15" RCP (Nf) = 412.54' /IN. 6" P'IC (SSW} = 393.99' ~ (SHOWN FOR DIRECTION) 0 /IN. 75" RCP (WSW} = 393.56' 0 ~ [lJ EXISTING SANITARY SEWER MANHOIE @ EXIST/NC STORM CURB DROP INLET 0 @ EXISTING STORM CURB OROP INl£T RIM = 391.18' ~ RIM = 396.94' (ff) EXISTING STORM DRAIN MANHOLE c RIM = 418.37' RIM= 410.14' •c 00 T.O.P. 4. (E) = 393.94' /NV. 15" RCP (SW} = 411.96' /NV. 8 (SE) = 385. 15' /IN. 18" RCP (Sf) = 404.35' @ EXIST/NC STORM FLARED END SECTION 8 /NV. 18" RCP (Sf} = 409.8D' /NV. B" (NW) = 385.25' @ EXISTING STORM DRAIN MANHOLE @ EXISTING STORM DRAIN MANHOLE (j) EXIST/NC STORM DRAIN MANHOLE (NOT FOUND IN RELD} Q] EXISTING SANITARY SEWER MANHOlf RIM= 415.DD' RIM = 400.85' RIM= 389.14' /NV. 18" RCP (WNW} = 4D8.45' /IN. 18" RCP (£Sf) = 381.96' @> EXIST/NC STORM DRAIN MANHOLE /NV. 8" (f) = 315.34' /NV. 78" RCP (NNE) = 408.39' /IN. 6" P'IC (S) = 396.00' RIM = 400.70' U> /NV. B" (SW} = 375.54' /NV. 8" (NW) = 311.28' @ EXISTING STORM 36" FIARED ENO SECTION /IN. /IN. 75" RCP (SSW} = 38797' 78" RCP (NW} = 394.39' 'i!J EXISnNG STORM FIARED END SECTION z /NV. = 384.30' 0 EXISTING STORM xx· FLARED END SECTION @ EXISTING STORM CURB DROP INLET 0..... []] EXISTING SANITARY SEWER MANHO/£ RIM = 396.75' /IN. = XXX.XX' U> (NOT OPENED) RIM = 365.90' w [}] EXISTING SANITARY SEWER MANHO/£ RIM= 412.60' /NV. 6" (ESE) = 407.06' ([) EXIST/NC STORM CURB DROP INLET /IN. 6" P'IC (NNE) = 41705' /IN. 6" P'IC (WNW} = 418.26' ([ff) EXISnNC STORM CURB DROP INLET RIM = 390.64' a:: RIM = 394.19' /NV. 36" RCP (ESE) = 382. 47' @ EXIST/NC STORM DRAIN MANHOIE r[iJ; EXIST/NC STORM CURB DROP INLET [I] EXISTING SANITARY SEWER MANHOlf /NV. 36" RCP (W) = 382.5D' RIM = 416.58' RIM = 391.99' (NOT FOUND IN FIELD) /IN. 6" P'IC (SE) = 417.38' "'c " @ EXISTING STORM CATCH BASIN /IN. 6" P'IC (SW} = 411.66' @ EXISnNC STORM DRAIN MANHOLE f--+--+--jf--+-+--+--+---1 "D [I] EXISTING SANITARY SEWER MANHOlf RIM = 392.20' c @) EXISTING STORM DRAIN MANHOlf RIM= 411.11' 0 (NOT FOUND IN FIELD) /NV. 36" RCP (WNW) = 380.49' RIM= 414.84' /NV 6" PVC {NE} = 411.98' "" u 0 c /NV. 36" RCP (£Sf) = 380.35' /IN. 6" P'IC (NE) = 410.91' /NV B" PVC (W'.'lW) = 412.36' ~ 00 [1J EXISTING SANITARY SEWER MANHOlf c 0 /NV. 6" P'IC (SSW} = 471.22' u RIM = 398.D6' @ EXISTING STORM DRAIN MANHOLE /IN. 6" PVC (SW} = 477.96' !/!!!! EXIST/NC STORM CURB DROP INLET ~ 0 /NV. 10" (E) = 387. II' {NOT FOUND IN FIELD - DATii /IN. 6" PVC (WSW) = 411.22' RIM = 414.16' /NV. B" (SSW} = 381.96' /NV. 10" (NNE) = 381.85' FROM "PARTIAL TOPO" DRAWING /NV 75" RCP (SSE) = 40805' NJ,JUSTEO TO PROJECT DATUM) @ EXISTING STORM CURB DROP INLET /NV. 6" PVC (SSW) = 408.49' [I] EXISTING SANITARY SEWER MANHOlf RIM = 389.23' RIM= 413.15' z ~ 0 c ::sa.. /NV. 36" RCP (WNW} = 379.90' /IN. 15" RCP (NNE) = 409.29' ~ RIM = 420. 12' /IN. 6" PVC (SE) = 408.BJ' /NV. 15" RCP {NNE} = 380.63' /NV. 36" RCP (£Sf) = 319.63' @) EXISTING STORM DRAIN MANHOlf [)QI EXISTING SANITARY SEWER MANHOLE RIM= 412.28' RIM = 4D8.19' 0 EXISTING STORM D/IAIN MANHOLE RIM = 395.97' /NV. 6" PVC (N) = 407.25' /IN. 18" RCP (Sf} = 401.04' z w I- [llJ EXISTING SANITARY SEWER MANHOlf RIM = 400.24' ® /NV. 15" RCP (WSW) = 390. I 7' EXISTING 36" STORM PIPE /IN. 15" RCP (SW) = 4D1.28' @ EXIST/NC STORM DRAIN MANHOIE - ....... (/) a w 00 END AT HfADWALL RIM = 414.09' _J 0 e- [ll] EXISTING SANITARY SEWER MANHOlf /IN. 6" RCP (Nf) = 477.07' RIM = 4D2.22' /NV. = 366.78' <( 0 0. /IN. 6" PVC (S) = 477.35' N 0 z >, c w 0 ({) EXISTING STORM CURB DROP /Nl£T @ EXIST/NC STORM DRAIN MANHOIE 0) ........ [II EXISTING SANITARY SEWER MANHO/£ N RIM = 411.39' {NOT FOUND IN FIELD) RIM = 403.20' /IN. 15" RCP {SE} = 406.05' N LL /NV. 18" RCP {Nf) = 398.85' [HJ EXIST/NC SANITARY SEWER MANHOlf RIM = 409.30' /NV. 18" RCP (SW) = 398.83' /IN. 6" PVC (SW} = 406. 15' /IN. 15" RCP (NW} = 40607' w w~ w ~ 0 c z @ EXISTING STORM O/IAIN MANHOLE @ EXIST/NC STORM CATCH BASIN (/) RIM = 404.95' RIM = 409.35' _J _J <( " L 00 0J /NV. 18" RCP (NNE} = 399.71' zo~ EXISTING SANITARY SEWER MANHOlf - /IN. 75" RCP (SSE) = 405.JO' fJ) RIM= 413.60' /NV. 18" RCP (SW) = 399.75' /IN. 6" PVC (SW} = 406.03' /IN. 75" RCP (NW} = 405.95' ~ w I a.. 0..... ~ ~ ~ (jj) EXISTING STORM D/IAIN MANHOLE ~ I I- ·" ~ EXIST/NC SANITARY SEWER MANHOIE RIM = 42 7.36' ..... 5 (/) o. 1- <( w a.. ~ E U1 5. ALL EXISTING WATER, SANITARY, AND STORM SEWER SLATED FOR DEMOLITION SHALL BE REMOVED RIM = 412.06' /NV. 6" P'IC (WNW} = 402.40' TO THE PROPERTY LINE OR MAIN, AS DETERMINED BY THE ENGINEER AND INSPECTOR, UNLESS THEY /IN. 6" PVC (SW} = 396.20' fl) "c0 ARE TO REMAIN. /NV. 15" RCP (Nf) = 399. 72' /IN. 75" RCP (W) = 395.80' <( 6. UTILITIES THAT ARE DISCONNECTED SHALL BE PROPERLY ABANDONED ATTHE MAIN LINE. FDR 1- "'z WATER SERVICE LINES, THE CORP STOP MUST BE TURNED OFF AT THE MAIN LINE AND THE SERVICE DISCONNECTED FROM THE MAIN. FDR SEWER LATERALS, THE LATERAL TAP MUST BE SEALED AT THE MAIN LINE SO THAT IT IS WATER TIGHT AND THE LATERAL REMOVED FROM THE MAIN LINE. FOR SANITARY MANHOLES TO BE ABANDONED THE TOP 2' OF THE MANHOLE STRUCTURE SHALL BE [lQl EXISTING SANITARY SEWER MANHO/£ RIM = 401.50' ® EXIST/NC STORM DRAIN MANHOLE (NOT FOUND IN FIELD} @ EXIST/NC STORM FLARED END SECTION z w w c:: I I- "'ww z "'w -...J <@ EXIST/NC STORM CURB DROP INLET z REMOVED, ALL LINES DISCONNECTED, AND THE MANHOLE SHALL REMOVED, ALL TAPS MUST BE LOCATED AND DISCONNECTED PER PROCEDURE ABOVE WHERE APPLICABLE. II!] EXISTING SANITARY SEWER MANHOlf (D EXISTING STORM CATCH BASIN RIM= 410.10' I-- en ::> (/) z 7. EXISTING ROOF DRAINS SLATED TO BE DEMOLISHED SHALL BE DISCONNECTED AND REMOVED; RIM = 395.42' RIM = 406.59' 0 :J ~ ROD FD RAINS TD BE REROUTED SHALL BE COORDINATED WITH THE ARCHITECT. @ EXISTING STORM DRAIN MANHOlf c50 8. EXISTING DOMINION OVERHEAD/UNDERGROUND ELECTRIC LINES AND OVERHEAD UTILITIES THAT /NV. 15" RCP (Nf) = 401. 75' RIM= 4/0.06' (/) ARE ACTIVE SHALL BE DISCONNECTED ANO REROUTED. 9. ANY EXISTING UNDERGROUND STORAGE TANKS FOUND SHALL BE PROPERLY DRAINED AND [m EXIST/NC SANITARY SEWER MANHOlf /NV. 15" RCP (SW) = 407.24' w DISPOSED OF BV THE OWNER AND CONTRACTOR. /NV. 6" P'IC (NW} = 401.52' @ EXISTING STORM CURB DROP INLET c:: 1- RIM = 408.86' c:: w 10. THE EXISTING MAINTENANCE BUILDING IS PROPOSED TO BE DEMOLISHED. WHERE A BUILDING IS BEING DEMOLISHED AND A STANDPIPE IS EXISTING WITHIN SUCH A BUILDING, THE CITY REQUIRES SUCH STANDPIPE(s) BE MAINTAINED IN AN OPERABLE CONDITION SO AS TD BE AVAILABLE FDR USE (j) EXISTING STORM D/IAIN MANHOLE RIM= 4/0.20' ...J <( (!) w BY THE FIRE DEPARTMENT. SUCH STANDPIPE SHALL BE DEMOLISHED WITH THE BUILDING BUT SHALL NOT BE DEMOLISHED MORE THAN ONE FLOOR BELOW THE FLOOR BEING DEMOLISHED. [2:j] EXIST/NC SANITARY SEWER MANHOlf RIM = 473.02' @ EXISTING STORM DRAIN MANHOlf a:: 11. SEE 'FIRE DEPARTMENT NOTES' ON THE SHEET 1 FDR ADDITIONAL CONSTRUCTION REQUIREMENTS. RIM = 400.95' /NV. 6" P'IC (NNf) = 408. 13' /NV. 6" P'IC (ESE) = 408. 13' /NV. 6" P'IC (WNW} = 408.31' RIM = 410.92' @ EXIST/NC STORM DRAIN MANHOIE RIM 409.47' 0 0 0 N I- (/) u GENERAL PARCEL NOTES; = ~ EXIST/NC SANITARY SEWER MANHOlf •5 1. A FLOODPLAIN EXISTS ON THE SUBJECT PROPERTY PER FEMA MAP #51003C0288D, DATED FEBRUARY 4, 2005. HOWEVER THERE ARE NOT RIM = 399.62' @ EXIST/NC STORM CATCH BASIN ........ w PROPOSED DISTURBANCES WITHIN THE FLOODPLAIN. 2. BEFORE BEGINNING SITE WORK, THE CONTRACTOR SHALL INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF UNDERGROUND @ EXISTING STORM D/IAIN MANHOLE RIM = 399.47' Ul t; ,....... g ~ 2 ~ RIM = 408.50' UTILITIES, MECHANICAL AND ELECTRICAL SYSTEMS, AND OTHER CONSTRUCTION AFFECTING THE WORK, BEFORE CONSTRUCTION THE [g.51 EXISTING SANITARY SEWER MANHOlf w ~ E /NV. 6" P'IC (NE} = 405.28' CONTRACTOR SHALL VERIFY THE LOCATION AND INVERT ELEVATIONS AT POINTS OF CONNECTION OF SANITARY SEWER, STORM SEWER, AND RIM = 402.99' /NV. 15" RCP (SE) = 399.04' @ EXISTING STORM CATCH BASIN ~ ~ § RIM = 400.4 / ' 0. Ill " WATER-SERVICE PIPING; UNDERGROUND ELECTRICAL SERVICES, AND OTHER UTILITIES. THE CONTRACTOR SHALL FURNISH LOCATION DATA F----~"'--t "w FOR WORK RELATED TO PROJECT THAT MUST BE PERFORMED BY PUBLIC UTILITIES SERVING THE PROJECT SITE. /NV. 75" RCP (SW) = 399.26' JOB NO. [NI EXISTING SANITARY SEWER MANHOlf /NV. 15" RCP (NW} = 399.32' @) EXIST/NC STORM CURB DROP INLET ~ 0 3. ALL WATER AND SANITARY SEWER LATERALS BEING DEMOLISHED SHALL BE IDENTIFIED BY THE CONTRACTOR AND DEMOLISHED BACK TO THE MAIN WATER LINE AND SANITARY SEWER LINES IN THE STREET WHERE APPLICABLE, NEW SERVICES SHALL BE INSTALLED FOR THE PROPOSED RIM = 399.73' RIM = 395.65' 111 182158 t---,,s"'CA"'L"'E---t ·o0 "~ u BUILDINGS. 4. CONTRACTOR SHALL VERIFY SIZE, TYPE & LOCATION OF EXISTING WATER LINE IN 1st STREET SOUTH. "c0 5. THE MISS UTILITY DESIGN TICKET NUMBER FOR THIS PROJECT WAS PREVIOUSLY PROCESSED. THE TICKET NUMBER IS AB34000868. 1 "=20' 1-------1§" SHEET NO. 0. 4 ~ L...~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~......~~~~......~~~--i~ COMPLIANCE WITH BUILDING CODE 1808.7.2. TMP: 260039100 I NOTES: NOTE: SITE NOTES: 1. PRIOR TO BUILDING PERMIT APPROVAL. 11-iE BUILDING PLANS MUST MEET 11-iE ALL SIDEWALK WITHIN THE LIMITS OF THE APARTIMENT COMPLEX SHALL BE PRIVATE SIDEWALKS FOUNDATIONS SETBACK FROM DESCENDING SLOPE SURFACE OWNER: THOMPSON, EDITH I I AND SHALL BE PRIVATELY MAINTAINED. 1. ALL SIDEWALKS AND WALKWAYS SHALL HAVE A MINIMUM CLEAR WIDTH OF 5' REQUIREMENTS OF BOTI-i THE 2012 VA CONSTRUCTION CODE (VCC) 1007.1 & 2015 2. ALL WALKWAY CROSSINGS SHALL MEET MINIMUM ADA ACCESSIBILITY STANDARDS ACREAGE: 0.1940 I VCC 1009.1 BOTH REQUIRE TWO ACCESSIBLE MEANS OF EGRESS FOR EACH ZONING: R-lS I I BUILDING. PARKING SPACES: AND SHALL HA VE A CROSS SLOPE OF 2% OR LESS. 3. CONTI w ; + NOTE: T IN NEWS/WTO EXISTING .. + S~~T ENTRANCE WHICH .· " c + ' . EMAIN WITH THIS PROJEc~·-·· ·: ·' •• • - .Q u OPOSED DEDICATI LAND FOR PUBLIC U E ( ,322 SF (0.191 ACRE ) - _]_ _ -,;r- - - - - - -" 0 L c 0 u 2BR lBR lBR 2BR PROPOSED BIKE RACK (4 TOTAL) ( PHASE 11 • -0 PROPOSED COMPACT PARKING SPACE SIGN (TYP.) BUILD G #2 PRO POSED --Jl --.;fl. HANDICAP SIGN I 3 STORY BUILDING 2BR 2BR PROPOSED PROPOSED BIKE RACK BIKE RACK 2BR lBR lBR 29 ~0POSED ~ ' ' ~ ~ ~ ' (4 TOTAL) (3TOTAL) 3BR (2nd & 3rd) PROPOSED • , , ~ PROPOSED 5' ADA ACCESSIB E ENTRANCE BIKE RACK N';P\ T , '-Cl J ' .......;:C;"======B=U~ILD ING # 1 (3TOTAL) I __.CC~=r=f"===fi CONC. SIDEWALK PROPOSED HAN ICAP SIGN ... . . .. . ... •• . · 1.fl If ••• .. • ADA ACCES lBR BLE ENTRANCE MAff!l R (2nd & 3rd) 1 ' -=- KIOSK LOCATION OF CRITICAL SLOPES (T P) . LJ COMMUNITY (UPLAND SLOPES ADJACENT TO RESOURCE HARTMANS MILL ROAD) CENTER (TYP) PROPOSED . . . . 3,100 SF TMP: 260094000 PROPOSED ADA · ACCESSIBLE DUMPSTER > · 2'(0N(. . -: 2 I . $1kERACK (6.TOTAL) CG-i2 (TYP) •ADA PEDESTRIAN CROSSIN~(TYP) · 3BR (2nd & 3rd) -0 c OWNER: WOODFOLD, IDA R WITH CONCRETEPAD CURB cur . L 0 (TYf') · ACREAGE: 0.2140 ZONING: R-lS " . 8-5' . "c0 DB/PG: WB49/424 . • @ . (TYP) I 1' PR POSE t .. (TYP) u u .Bl ERAC 0 Q_ c .. · (8 OTA) z L 0 . ~ ... •• " • ••••.. •• • Q0-1 .. ::5 a.. w 0 L • -" w "uw PROPOSED PROPOSED NDICAPISIGN PROPOSED 5' I- ...... 0 CJ) "0 L BIKE RACK ADA ACCESSIBL NTRANCI E CONC. SIDEWALK Q_ w (4 TOTAL) L 2BR I 2BR 3BR 3BR I I 750 SF STORAGE AREA. STORAGE A """""1'1'--.J TO BE LOCATED ON BASEMENT LEV AND ACCESSED TH ROUGH THE A -0 c >, BUILD I G #31 STAIRWELL FOR THE LOWER LEVEL ITS 0 E "c0 BIKE RACK DETAIL "'o-z Ml'ORAA:Ol ~ I BICN w 31UJ!!;ll.~WIU~ACTIJR I N~, 11\C. w 1 0!ElLM~~O~l'J~ '.\W..tl~KEE, '.'.'1 li3W1 z .,,.wre~·~~.·~~~~~~~.1 "'w z VJ z .. ~ ~ 0 u .. ~t-- ·~· ELEVAnON \tOll' ....... w ~ Vl t= 2 ~ CHECK llE!ilRED illOLNT CJ ~ ,....... tu ~ CCN::RETE ~S~~ H ~RIID C THRUHCl E ll_,,,.,..,~ ~ c.. ~ lll F--JO-B-N0~."'---1 ~ " g - i.r1CL.2 CEC 3V ----ss \ TMP: 260040100 "' "' NOTE: PROPOSED CABLE AND PHONE LINES WILL FOLLOW \ ....,...\ - ¥8,;= '- _.. . . ' -=- ~ \-_-.. :. . .-......-"__..- -2::-- "I~ ~ ---.._ \ OWNER: CARTER, BRENDA I THE ALIGNMENT OF THE VA -.. . _ '-.._ ---------- 9 -.. . 0 ACREAGE: 0.2150 PROPOSED VA POWE~ POWER U~DERGROUND CABLE 1 z EXISTING 2" GAS / \ ZONING: R-lS LINE (go psi) / UNDERGROUND CAB ~E &. TRANSFORMERJ I "' w w \ DB/PG: 852/352 / ?j z 1--.......................................................--1~ \ / I w \ PROPOSEj) vtlOT STD. CG-9A ..•. ' [/) z ENT~C!'. SIDEWALK TO HAVE ' ~ :. .. ,• ....:~·•. ·....... _, :J AMAX. 2% CROSS SLOPE 0 - ACROSS THE ENTRANC u 0 E 1 AT "" .:: . . .... ··. . --. l--C"·:;".··''""''::;;....., .:-'. '. ·..-·• '-, ) •• CONTRACTOR SHALL INSTALL ....... ·.. ! ~ I A PROPOSED 1.5" WATER METER SET IN A 2" SETTER. ~-'.\_..--\I;f"" CONTRACTOR SHALL INSTALL THE CITY STANDARD 2" . . ,. . SETTER, McDONALD 720B712WFFF 775. SEE SHEET 7 FOR DETAIL. ROPOSED 4" CL. 52 DIP FIRE LINE TO HAVE AN OUTSIDE STAND ALONE PROPOSED ADA COMPLIANT ELECTRICALLY MONITORED PIV & FDC CG-12 HC RAMP w/ LEVEL WITHIN 100' OF FH, AS SHOWN, ON LANDINGS IN SIDEWALK, TYP. TiiE STREET SIDE OF THE BUILDING. II c 0 PROPOSED 2" TYPE K SERVICE LINE .. ·; .. · ·°'3!"' "O ·'··IL - - - t--+-+-+--+--+-t-+---ln PLACE EXISTING 'SANITARY SEWER PIPE § -~. ! ·-: ·•. \\...---- -" u c EXISTING BUILDINGJ .. 10c TO REMAIN ·,, ...11 - - - - D u / . CONTRACTOR SHALL LOCATE THE--- SE~ER TO REMAIN. .· .. -0 EXISTING STRUCTURE AND MODIFY I E ITS TOP TO BE A MH-1. MH-I RJM TO BE FLUSH WITH FINISHED GRADE \ __ _ z 0 c PROPOSED PRIVATE 5 l'===J"==;i WIDE CONC. SDWK., TYP. PROPOSED VAR. WIDTH PUBLIC UTILITY ESMT. ·".!!~~t7\J:Jl5'--;f-';~-EXISTING SMH 3 "' EX-RIM -389.14 CONTRACTOR TO REPLACED MH-EX-3 IN ITS ENTIRETY (NEW RJM-395.33') l!J ::sa.. z 11 (6" SW) 375.54' .-- --- \I II (B" NW) 377.28' 10 (8"' E) 375.34' w _i :,,. I- - - _ \ L ~- •;· , \ ) C. \_ PROPOSED B" PLUG & BLOW OFF ...... . . . oo I\ ~_r. ,\ "~ . "' -ASSEMBLY, SEE DETAIL SHEE1.7_ -1 . I ~~-, (/) Il \ a ·.. · ..... ·. i ·.. ·. \ TEMPORARYTRAILWAY" '·.f·.. .: . .: .· ..• ~ROPO~EDB'' . . . \ ·•···· \ CONNECTION FROM PHASE I JO .....J I I 'f/L ... ·... · / \ L__ J 400."i==~='J I h'===:io=='==o;'i': L ..._..._ I • _ '-l__, ..J STD. CG-2 TYP. . ·.· cL.s• DIP ". . .. " . ._ -. - · ·.;' '11--hC.\'.1~ . ". I'i '\ p~~~~~~~~~L~Y 1 THE EXISTING PATHWAY AND C~ECTION TO BE INSTALLED I \ ..._..._ N 0 <( z w FF =400 o PROPOSED ROPOSE LOCATION PROPOSED 12" ... / · I 93.>5 E . if, \ PRIVATE FGAS MEl"ER wl(2) 4' .. ·.· .· -,; : . sT':,I ~ , ~ WITH THE PHASE ll .l::ll> O> .......... BS T=3 20' FF =400. NYLOPLAST N I . ._ """ " I o.oo o ~EVELOPMENT PLAN CONTRACTOR SHALL INSTALL A DRAINAGE ESMT. SCHEOUL~ 40 STEEL BOLLA' fS (TYP.) BS T=3 .oo ROOF/YARD DRAIN SYSTEM (TYP .) .....__ -·- I ""' ..._..._ N LL PROPOS D ''x8" EE ·' '-..._ '-1'.ROPO ~D 3':'JM, . .___ --.__ -.._..._ w~ PROPOSED 1.5" WATER METER SET JN A 2" SETTER. CONTRACTOR SHALL • • • 6 TiiREE(3)B"GATEVALVE& ' 91 ·~ .' ~ALLFOUNDATIONfs1o"SEl:OW ""' ---- ..._..._ ..._..._ "\ INSTALL THE CITY STANDARD 2" SE;)'TER, McDO~LD 720B712WFFF NOTEo ALL BOLLARDS AROUND PROPosl D 3/4 SPLIT STORY APARTMENT BUILDING ..-- - · "' I \ ~ V.-.. //""°&< ~O~RALL-~L~EIGHT ~3C·l.Q'.'._ -......_ ....___ -.._..._ -.._..._ ~ w -0 c f ~ ~ ~ AS METERS SHALL BE INSTALLE 77~. SEE slfEEli 7{f°O DETAIL. w z (28' TOTAL UNITS) (/) // / ,,, / .-ass 7 -......_ '--../Iii'. , /- --.;,.. I ~ \ " ,· ; '-. _. ._ ""'"" "'MODIFICATION--.. .TO-T~E .___ " -.._..._ "·"'" " -.. . ._ TTHE CONTRACTOR'S EXPENSE / ' / ?'. ~ ~ I ' , • -.._..._ .___ .___ .,,.,.._ -.._..._ -......_ _J ' fl',- - ,,, _,, ~ .___ ~ .:./ 41" I \ / I ;>i I -...-._ \ ';y, I ._ "' ~~ EXISTINGolR1._l'ATHWAYTO- -......_ APHIC.._. ._ ""CALE GR:o.. ~ ..._ '--IP" -......_ -......_ _J <( ,.,.- ,.,. ; :~:~~~~~f_~~~~ / , ~ ~- 1:- \ ~ -,, II ~ wt-)-- " ...... ~ > ' • _JI I -- - nE::!N-TJ:!ETRAILWA'(SYSTEM -......_ - u "' ....._ --- ,....._-......_ --...... / / ~ ~ -:::.-/ -..... ----+---.... --- ---.... ~ ~'?fo ...._ ...._ ~ --- -.. . . . '-.... ..... I ~ ~~b~e~~~~~~~ DI~ / ( .~~I I - 1Ji!..... - .j1 '--' -31IB- . .•' -•......._ ..._..._ "~ 1 .___ _~1°- -. . . _ . . . _ .__sol....._.__~ ~ (/) ----~-- -----~ ~ / EJ)!STING PEDESJRlAN ,....PATHWAY TO REMA7 IN TYP. ,o!X" / / / """" ' _;::--, - I -=-- - -.. . ._ I- , " <:--.._ ".. 1° ..._..._ - - 1° -.._. ._ . ._. ._ ,"'1 -.._. ._ '°' • -t!!l. - - • .___ 2 0 I 2 " •_•_••!11111•••- w a.. ~ / ON SHALt / .,,,. / I --c1 I I __,____- "'"' • "1 "" . - - . Tl"IP: 2'60095000 ~--- CORN~OF THE / / ! I I B'f6. II ~ ""~ " ' ..._..._• • • '~' fl'. , 1'&t ......._ - --..._ -.. . ._ ---- ..._..._ . ._. ._ .< 'IN FE.ET)-----JBe.... ---- ---- ---- -......_ -......_-......_ - I l!J / / / / " , ... _,. OSJ;!~PORTTHEL9-AD ...... ,..-' PRO PO~dP~VtrE ~ ,J I y OWNER: 1S1S 6TH STREET, CLC - ACREAGEc 2.6020- ZONING: B-3 ENT, 'FO THE STE!:S~P;s ~- - / / / / ,.. 9AAl~A~ GE ESMT~ ~ ~ = - - ~ I il'1f -1 I e, '~. ._. ._ ~ "-~•- 'e. '-. ._ .___ ---.._ ~ • "' " .___ .___ . ._. ._ 1 mch- . .-. 20- ft,_ .___ -......_ .___ .___ .___ .___ .___ 0 _J (/) DB/PG: 2017/3179~ ----.. ,,, ......- ~ ,.. . .<'.'.: ,.. _......."'>""~ _J _....... ,.. I •• •. .../ ( L-~..::: ]/11.?Jg_; PROROSED ;,¥PUBLIC . .~ ---- ~ c::: 1- z ~ ,..,.- / / / / .::: L- .....__ 'to; UMITSOFPR:OPOSED ---- ---- ---- iJ9e- ---- ---- ---- ---- ~- - - ......, - - - _1.Q4- - - -- --- _....... ~,.._.... .--- / / ... / J Jll j ll :1' .88 I ~ -.._..._ UTILITY•EASEfv!Et,r'i' \ -.~~~ ~ ~~DEVELOPMENT' .___ -......_ -......_ -......_ ~\ """" ' ' - ~ ........_ -......_ .___ .___ .___ <( I z ~ / ........ . • / I ... o'.· •, _ I ~ - ..._..._ II ..._..._ I -...,, ..._ PROPOSED·B: DIP SANITARY S~ ..._..._ '-.._ R ' ~. ·~,. .._ , -......_ .___ ---- ~,.., .___ -......_ -......_ ..__ -......_ .___ .___ -......_ ---.._ -......_ -.._..._ 0 w GENERAL GRADING & DRAINAGE NOTES: GENERAL UTILITY NOTES: 1. THE MISS UTILITY DESIGN TICKET NUMBER FOR THIS PROJECT WAS PREVIOUSLY PROCESSED. THE • • " ... -::._ • • •" 1· . " " I . , // . . . . ._ PROPOSEDRIPRAPCHANNEL. "- -.._SEESHEET17FORDETAIL& ....... "- " ~ -'~+ "" ~ -......_ '""""-. .........._ --- ---- ............. ""-BBs-.._ -....._ '._ ~ "-~.___ -. . _ -. . _ - . . . . _ .... - -. _ w :E 1. BUILDING AND WALL FOUNDATIONS SHALL NOT BE CONSTRUCTED WITHIN 10' OF ANY PUBLIC STORM, SANITARY, WATER OR GAS MAIN, THIS INCLUDES ALL STRUCTURES THAT ARE AN INTEGRAL PART OF THE UT!LrTY SYSTEM. 2. TICKET NUMBER IS A834000868. BUILDING AND WALL FOUNDATIONS SHALL NOT BE CONSTRUCTED WITHIN 10' OF ANY PUBLIC : • ..J, : : • : : .' • ./.' ~ rs ' i I DES~FORMAT~N -. _. ._ -. _. ._ -. _. ._ '._ - '-. '._ ' ~~ ~ .. - •.;; .___31'6- - '::::::o. ..__ ..__ :::_-.._..._ . ~ _ -......_ .___ -......_ -......_ -..... .___ ::::.::: w ~ ..... 2. 3. MINIMUM DEPTH OF COVER FOR STORM SEWER SHALL BE 3'. A MINIMUM OF 18" VERTICAL & 10' HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN WATER LINES & SANITARY SEWER. A MINIMUM OF 12" VERTICAL AND 5' HORIZONTAL SHALL STORM, SANITARY, WATER OR GAS MAIN, THIS INCLUDES ALL STRUCTURES THAT AREAN INTEGRAL PART OF THE UTILITY SYSTEM. ' • , , '/ • • \ j ' ' MH-1 -.._..._ -. _. ._ -.._..._ '. '... __..- -.... -J~,. - ... '' •• -.... ""--- ~ .___ ~"' .,._ ::::: -......_ ' " -.. . ._ .___ ~ .___ .___ - 1- :::J <( I- a.. ::> >, 0 E 4. 5. BE MAINTAINED BETWEEN PARALLEL SANITARY AND STORM SEWER. ALL PUBLIC STORM SEWER SHALL BE RCP OR HOPE & SHALL HAVE A MINIMUM OF 15" DIAMETER WITH A MINIMUM SLOPE OF 0.50% WITHIN THE R/W. ALL CONSTRUCTION CROSSING POINTS SHALL MEET ADA ACCESSIBLE STANDARDS. AND IN ACCORDANCE WITH SECTION 403.3, THE CROSS SLOPES OF THE WALKWAYS SHALL NOT BE 3. A MINIMUM OF 18" VERTICAL & 10' HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN WATER LINES & SANITARY SEWER. A MINIMUM OF 12" VERTICAL AND s' HORIZONTAL SHALL BE MAINTAINED BETWEEN PARALLEL SANITARY AND STORM SEWER. / • · , , ' • ~ • : •• • : : • , , • • • I I llE-IN TO EXISTING B" CIPP LINED TC SANITARY ~~~~~~~6:Nc~6-~~~~is~~~~~:~HOLEFOR- ~ <%;, . ._. ._ .___ - --\2' '~ - = ----. "'-0... --\ - 8 8 8 .... "'~.J. -.._..._ ..-. _. _ . _. _ •• '-'-- -......_ "-.... - '~ ~ -.._..._ _ -. . _ -. . --::::-- --...... .___ -..... Ul (/) 1- ~ <( "O c D "'z 6. STEEPER THAN 2%. ADDITIONALLY, ANY CHANGE IN LEVEL GREATER THAN~" HIGH SHALL BE RAMPED AND SHALL COMPLY WITH SECTIONS 405 OR 406 PER SECTION 303.4. CONTRACTOR SHALL INSTALL, AND MODIFY AS NECESSARY THE EXISTING RETAINING WALLS BEING UTILIZED, AND ENSURE HANDRAILS AND GUARDRAILS ARE LOCATED ON ALL RETAINING WALLS IN COMPLIANCE WITH ALL CURRENT CITY & STATE REQUIREMENTS. 42" GUARDRAILS ARE REQUIRED IN ACCORDANCE WITH 2012 VA CONSTRUCTION CODE 1013 ATTHE TOP OF ANY 4. 5· 6· MINIMUM DEPTH OF COVER FOR WATER LINES SHALLBE3', MINIMUM DEPTH OF COVER FOR SANITARY SEWER SHALL BE>'. AT ALL UTILITY CROSSINGS A MINIMUM VERTICAL SEPARATION OF 12"SHALL BE MAINTAINED. A ' • , , +...._ • ' • • • ..,..~ ' • , , : ' j (/) \ I J!XPOS[[) SANfTAR, Y LINE ~O.P. ~ 361.96 ' EXISTING S"SANITARYSEWER ..__ "' ~~ ..__ ~ _ ~ _ ~ '~ \,. '\ , -.... -.... ~ '!A' ~,,,- -.._..._ -......._ -.._..._ -.._..._ , ..._..._' ••• ...::::-- .......__ • • """ -......_ /" • • •-..... ,..-- .___ _ _,....~ z w w c::: I I- "' w w z 6 -...J z RETAINING WALL WITH A DIFFERENCE IN GRADE EXCEEDING 30". ?· MINIMUM VERTICAL SEPARATION OF18" IS REQUIRED BETWEEN THE BOTIOMOFTHEWATER LINE ANDTHETOPOFTHESANITARYSEWERLINE. • • • 1-.. .__ / y- '/, '.... 1 i--... __..- - ..__ ~ ~ ~\ ,, -.... -....~;~ -.... ' -.._..._ -....... " •!._r' ~ -. _. ._ ..__ _.. .~..._..._ . .__ _.,,,. ~,• • v,,,... \ ••• 1- (/) => w [/) z 7. FINAL DESIGN OF THE BUILDING FOUNDATIONS, WALLS, FACADES & THE CORRESPONDING WATERPROOFING SHALL BE COMPLETED BY THE ARCHITECT TO ALLOW FOR THE PROPOSED CONTRACTOR SHALL CONTACT IRENE PETERSON OF CHARLOTIESVILLE GAS ONCE - 0 _, :J 8. GRADE CHANGES SHOWN. DURING CONSTRUCTION THE ACTUAL WALL HEIGHTS MAY VARY FROM THE DESIGN & THE PROPOSED WALL ELEVATIONS ARE AN APPROXIMATION. THE CONTRACTOR SHALL CONSULT A PROFESSIONAL LICENSED STRUCTURAL ENGINEER FOR THE CONSTRUCTION OF THE RETAINING WALLS. DESIGNS ARE NOT FURNISHED BY COLLINS ENGINEERING AND ALL FINAL DESIGNS 8· CONSTRUCTION HAS BEGUN (4 4 7 812 ) 3 -9 o-3 · CONTRACTOR SHALL VERIFY ALL UTILITY TIE-IN CONNECTIONS TO EXISTING OR UNDER CONSTRUCTION INFRASTRUCTURE. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE / /I ,/ .I 1'-. t ,· j / , I I j "' 1 ' >- ,r-- - - --...._ --""" _ """ ~/ / / .--- --a6i - _ """ - - ~- ~- ~EXIS!IjjG h.. ~~ ..__ ---.._ ''!. '\ "' "- o.. -.._..._ - - --.__ -.... _.. . . ' ~ ~ ~ - '---"--<" . ._. ._ -.._. ._ ~ w (/) 8 OF THE RETAINING WALLS SHALL BE PROVIDED TO COLLINS ENGINEERING PRIOR TO CONSTRUCTION FOR VERIFICATION. WALL DESIGN SHALL INCORPORATE ALL SITE PLANIMETRICS, INCLUDING BUT NOT LIMITED TO ANY VEHICULAR GUARDRAILS, PEDESTRIAN HANDRAILS, PARKING SPACE OVERHANGS AND LANDSCAPING. ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING UTILITIES AND THE PROPOSED UTILITIES. ,/'-"'-( "' - I ~ , 1· ..._ j ' I__ --;;. - / / / - - - """ · - ·S'fREAMt. :0-:-- ~L "- -=- """-'\ -::::C Ji@. ,,__ "0(1-- -......_ ~ - .___ - ~ ...J c::: c::: 1- w 0 9. CONTRACTOR SHALL GRADE THE AREAS SURROUNDING THE BUILDING SUCH THAT RUNOFF DRAINS AWAY FROM IT, ENSURING POSITIVE DRAINAGE AT ALL TIMES. PATIOS, SIDEWALKS AND GATE VALVES SHALL NOT BE CONSTRUCTED WITHIN THE CURBS, GUTIER PANS OR PAVERS. __ j 1 -1- _ - - _ - , 36f:. -.... ~ - - <( PAVEMENT SHALL BE SLOPED AWAY FROM THE BUILDING WITH A MAXIMUM!" PER 1' CROSS SLOPE WHERE LOCATED WITHIN THE ACCESSIBLE ROUTES AND PERVIOUS LANDSCAPING SHALL 9 1~. SIGNS AND MARKINGS TO DELINEATE FIRE LANES, AS DESIGNATED BY THE FIRE OFFICIAL, - _ - -- ./ / ''- -.... _::::- ~ (9 w BE SLOPED A MINIMUM OF'" PER 1' FOR THE INITIAL 10' WHERE LOCATED WITHIN THE PROPERTY LIMITS. SHALL BE PROVIDED AND INSTALLED BY THE OWNER OR HIS/HER AGENT OF THE PROPERTY ~I " J ,, --i@'bi-=-=-/""J ~~~ "-.._ ~ - .___ - - _ __ ~-'-.:::_:::::::_~c-"----=-":_~ - -~ - ~- -.... _::::- _::::- -.... ~ ~ 0 c::: 10. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AT ALL TIMES WITHIN THE PARKING LOT. THE SITE SHALL HAVE POSITIVE DRAINAGE THROUGHOUT AND SHALL DIRECT RUNOFF TO INVOLVED. '-.._ ,,. / I ,../' I r - - -.... I- u ... 0 PROPOSED OR EXISTING DRAINAGE STRUCTURES. 11. ALL WATERLINE MATERIALS SHALL BE CONSTRUCTED OF CLASS 52 DIP. FIRE DEPARTMENT NOT S: r••Mrrn °'"'""v //Air--. "-· - - ---- ---- - - - N 11. CONTRACTOR SHALL VERIFY ALL TIE-IN CONNECTIONS FOR THE PARKING LOTS TO THE EXISTING ROADS. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY 12. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,000 LBS. 1. ALL FIRE HYDRANTS, FIRE PUMP TEST HEADER, FIRE DEPARTMENT CONNECTIONS OR FIRE SUPPRESSION SYSTEM CONTROL VALVES SHALL REMAIN CLEAR AND (/) DISCREPANCIES BETWEEN THE EXISTING ROADS AND/OR CURB AND GUTIER AND THE PROPOSED ROADS, CURB & GUTIER. CONTRACTOR SHALL CONTACT ENGINEER TO INSPECT CURB, 13. PER THE VIRGINIA DEPARTMENT OF HEALTH WATERWORKS REGULATIONS (PART 11, ARTICLE 3. UNOBSTRUCTED BY LANDSCAPING, PARKING OR OTHER OBJECTS. A3' CLEAR STRIPED AREA HAS BEEN PROVIDED IN FRONT OF EACH FDC METER FOR FIRE ~ ROADWAY & PAVEMENT CONNECTIONS TO EXISTING ROADS, PRIOR TO ANY CONCRETE OR PAVEMENT BEING PLACED. SECTION 12 VAC 5-590 THROUGH 630), ALL BUILDINGS THAT HAVE THE POSSIBILITY OF ACCESS. • (/) ":I 0 9. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL PARKING LOTS, SANITARY SEWER CLEANOUTS, WATER METERS AND DRAINAGE STRUCTURES PRIOR TO CONTAMINATING THE POTABLE WATER DISTRIBUTION SYSTEM (HOSPITALS, INDUSTRIAL SITES, 2. THE MINIMUM REQUIRED FIRE FLOW FOR ALL BUILDINGS IS i,500 GALLONS PER MINUTE. THE OVERALL FIRE FLOW FOR THE DEVELOPMENT IS IN EXCESS OF tJ T"""'I ~ ~ INSTALLATION OF CURBING, DRAINAGE, OR UTILITIES TO COLLINS ENGINEERING FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING SHALL VERIFY ALL SURVEY BREWERIES, ETC.) SHALL HAVE A BACKFLOW PREVENTION DEVICE INSTALLED WITHIN THE FACILITY. 2,200 GALLONS PER MINUTE. w t;:; E SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION. THIS DEVICE SHALL MEET SPECIFICATIONS OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, 3. SMOKING TO BE ALLOWED IN ONLY DESIGNATED SPACES WITH PROPER RECEPTACLES. "NO SMOKING" SIGNS SHALL BE POSTED AT EACH BUILDING SITE AND :: ~ w g 10. THE PROPOSED PARKING LOTS AND ITS STORM SEWER ARE PRIVATE. SHALL BE TESTED IN REGULAR INTERVALS AS REQUIRED, AND TEST RESULTS SHALL BE SUBMITTED WITHIN EACH BUILDING DURING CONSTRUCTION. SPECIFICALLY, SMOKING WILL ONLY BE ALLOWED OUTSIDE THE CONSTRUCTION SITE FENCING. "- ijj -o 11. ALL STORM DRAIN LINES LOCATED WITHIN PUBLIC CrTY RIGHT OF WAY SHALL BE CONSTRUCTED WITH RCP OR HOPE AND HAVE A MINIMUM DIAMETER OF 15" WITH A MINIMUM SLOPE OF TO THE REGULATORY COMPLIANCE ADMINISTRATOR IN THE DEPARTMENT OF UTILITIES. 4. FIRE LANES SHALL BE A MINIMUM OF 20 FEET IN WIDTH. SIGNS AND MARKINGS TO DELI NATE FIRE LANES AS DESIGNATED BY THE FIRE OFFICIAL SHALL BE I· t=..,...J_O_B-N0 .....-....--1" 0.50%. 14. ALL BUILDINGS THAT MAY PRODUCE WASTES CONTAINING MORE THAN ONE HUNDRED (100) PARTS PROVIDED AND INSTALLED BY THE OWNER OR HIS/HER AGENT OF THE PROPERTY. FIRE APPARATUS ROADS 20' TO 26' IN WIDTH SHALL BE POSTED OR MARKED -1; 12. ALL STORM DRAIN LINES, BOTH PUBLIC AND PRIVATE, SHALL BE CLASS III RCP OR HOPE WITH MINIMUM STONE BED REQUIREMENTS. PER MILLION OF FATS, OIL, OR GREASE SHALL INSTALL A GREASE TRAP. THE GREASE TRAP SHALL ON BOTH SIDES "NO PARKING-FIRE LANE". \ 182158 ·g 13. CONTRACTOR SHALL GRADE THE SITE TO AVOID STANDING WATER. CONTRACTOR TO PROVIDE A SMOOTHLY GRADED TRANSITION FROM DISTURBED AREAS TO UNDISTURBED AREAS. MEET SPECIFICATIONS OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, MAINTAIN RECORDS 5. THE BUILDING STREET NUMBER SHALL BE PLAINLY VISIBLE FROM THE STREET FOR EMERGENCY RESPONDERS. I !-......................... ~ FINISH GRADE SHALL HAVE A CLEAN TOPSOIL. CONTRACTOR SHALL SEED AND STRAW, AND/OR LANDSCAPE ALL BARE AND DISTURBED AREAS. CONTRACTOR TO PROVIDE GROUND COVER OF CLEANING AND MAINTENANCE, AND BE INSPECTED ON REGULAR INTERVALS BY THE REGULATORY SCALE " MATERIALS OR SOD FOR SLOPES STEEPER THAN 20%. FOUNDATION PLANTINGS SHALL BE PLANTED IN THE FRONT OF THE BUILDING, OUTSIDE THE LIMITS OF THE SIGHT DISTANCE. COMPLIANCE ADMINISTRATOR IN THE DEPARTMENT OF UTILITIES. GAS DEPARTMENT NOTES: 1 "=20' § CONTRACTOR TO CLEAN THE SITE AND DISPOSE OF ALL CONSTRUCTION DEBRIS. GRASS SHALL BE ESTABLISHED PRIOR TO PROJECT CLOSEOUT. 15· PLEASE CONTACT THE REGULATORY COMPLIANCE ADMINISTRATOR AT 97o-3o3 2 WITH ANY THE LOCATION OF THE GAS SERVICES SHALL BE IN ACCORDANCE WITH THE CITY OF CHARLOTIESVILLE GAS REQUIREMENTS. CONTRACTOR SHALL 00 1 QUESTIONS REGARDING THE GREASE TRAP OR BACKFLOW PREVENTION DEVICES. · 1--....................--1 § 14. CONTRACTOR TO REMOVE ALL DEAD BUSHES, TREES, TREE-STUMPS, AND THEIR ABOVE-GROUND ROOTS AND REMOVE ALL PORTIONS OF TREE BRANCHES THAT OVERHANG ROOFS AND ALL 16_ ALL CURB & GUTIER MUST BE INSTALLED AND FINAL GRADE MUST BE WITHIN 6 ., PRIOR TO THE COORDINATE WITH THE GAS COMPANY ON THE FINAL LOCATION OF THE GAS SERVICE METERS. SHEET NO. 0 BRANCHES THAT COME WITHIN 10 FEET OF ROOFS. o 1S. CONTRACTOR SHALL WORK DIRECTLY WITH THE GEOTECHNICAL ENGINEER AND THE STRUCTURAL ENGINEER AND SHALL ENSURE ALL OF THEIR DESIGN REQUIREMENTS ARE MET. INSTALLATION OF THE GAS MAIN. ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... ---........................--- ,,..,..- ................................................................................................................................. _/ ..... ~ ..,... ..,...................................................................................................................................... ~ 6 ” GENERAL NOTES: REVISIONS DATE REVISION DESCRIPTION 1/25/19 INITIAL SUBMITTAL 200 GARRETT STREET, SUITE K. - CHARLOTTESVILLE, VA 22902 - 434.293.3719 2/8/19 REVISED PLANS PER COMMENTS DATED 2/1/19 PROJECT 2/25/19 REVISED PLANS PER COMMENTS DATED 2/21/19 7 1st STREET SOUTH APARTMENTS - PHASE I FINAL SITE PLAN SCALE JOB NO. N/A SHEET NO. SHEET TITLE 182158 NOTES & DETAILS STR:EX-G NEWVDOT STD. MH TOP ON EX-STRUCTURE STR:io VDOT STD. MH STR:12 VDOT STD_ MH RO POSED GRADE TP=397.92 TP=400.50 TP=401.33 -INV IN: 382.85 FROM STR- INV IN: 393.35 FROM STR-12 INV IN: 394.27 FROM STR-14 STR:12B VDOT STD. Dl-3C (L=4') INV IN: 390.92 FROM STR-18 INV IN: 393.35 FROM STR-10B INV IN: 394.27 FROM STR-12B TP=404.25 INV OUT: 393.25 TO STR-8 405 405 INV OUT: 394.17 TO STR-10 INV OUT: 397.25 TO STR-12 STR:EX-G NEWVDOT STD. MH TOP ON EX-STRUCTURE I I TP=397.92 (RAISED FROM 392.20) STR:18VDOTSTD. MH INV IN: 382.85 FROM UNDERGROUND DETENTION FACILITY I TP=397.92 INV IN: 390.92 FROM STR-18 ROPOSED GAS LINE CROSSING -INV IN: 391.27 FROM UND ERGROUND DETENTION FACILITY EX. INV IN: 380.49 400 INV OUT: 391.17 TO STR-E X-G 400 400 EX. INV OUT: 380.35 400 400 I 400 K ILL(TYP.) ROPOSED GRADE I'' ~ I ILL (TYP.) 395 15" HDPE I 395 395 PRO PO SED GRADE_} - ),..~ t',~ , , 7 I 395 INV. OUT FROM UN DERGROUND 395 395 ~ 50.87 LF@ 5.86% I EXISTING GRADE_/ = ? - ~DETENTION FACILI TY=391.75 395 c v ITT c 8 390 390 390 " -- 390 15" HDPE v "'- 390 1.5' PROPOSED UNDERGROUND -=3=-:9=--0- - -I-'- /3~J1 LF4@o.6]% 390 ...r-:... "'-ri 0 ... 15"HDPEJ i'--OETENTION FACILITY - SEE SWM PROPOSED UNDERGROUND 1 18"HDPE I ,., ... F@1.68% PLANS FOR DESIGN INFORMATION ETENTION FACILITY - SEE SWM U) v 49.31 LF @ 0.67% "' 0 385 v 385 PLANS FOR DESIGN INFORMATION INV. IN TO UNDERGROUND DETENTION FACILITY=386.oo / '1' 1 I PROPOSED SANITARY SEWER z 0 ---4 - ..... 1 15" HDPE LATERAL CROSSING o+oo 0+50 1+00 - 385 - l- + - - - - - - + - -1 _1+-_ _ 68.75 LF@ 2.04%---+-----.--.....-...-----t---.--.,-.---.--.....----...--....----....--....-_---.----;.--.,-----.--..~--3-8_5_ 1 15" HOPE 5TR-14 - UNIDERG · OUN ~ U) ..... STR-128 STR-12 PROFILE -6.64 LF@3.46% p I 380 I 3 8 ° I PROPOSED 8" SANITARY I 6.2 1 12.5' TO PROPOSED SANITARYSEWE CROSSING ---~~~;~~:~~~N~R~~:i~~ 1 ETENJI TION FACILITY PROFIL > 400 ROPOSED GRADE 400 &;- .... INV. OUT FROM UNDERGROUND SEWER CROSSING I I I I I 380 w m "' ~ "'m "'" DETENTION FACILITY=382.96 PROPOSED 8' 1 22.5° BEND - STA. 0+94 PROPOSED 8"x8" TEE WITH m I I I 15" HDPE ,., ., 0 ... "',.,..:t "'"'..;., ~ ~ ~ ~ ,., "' c PROPOSED 8" 22.5° BEND-STA. 0+75 (3) 8" G.V. - STA.1+74 "' ,., "' "' --'2_ "'m. .:. '""'m° ,.,"'"' "'"',., 5.08 LF @ 2.17% ~ ~ "',., ,.,"' 1 "' 0 u EXISTIN G GRADE I I o+oo 0+50 375 I 375 "'m "',., m "0 "' c 0 ~ 395 395 c '6 TIE-IN TO EXISTING 12"WATERLINE UGD BYPASS - STR-16 PROFILE o+oo 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 s+oo 5+50 >---+--+---+-+--+--+--+----I~ u c 0 11 x8 11 TEE 12 (1) -12" G.V. NOTES: "'u2 (1)- 8" G.V. 1. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED ~ ITT 390 STR:10 VDOT STD. MH ROPOSED GRADE c STA. o+oo- - + - - - - -1- - + -1- - -1- - + - - - - - + - - - - - -1 o+oo 0+50 IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACllON STR-EX-G 0 TP=400.50 OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2016 ROAD AND BRIDGE u RIM=397.92 PROPOSED 8" CL. 52 INV IN: 393.35 FROM STR-12 STR:10B VDOT STD. Dl-3C (L=6') SPECIF/CATION 303. 04. ~ 0 I PROPOSED 8"x6" TEE TO D.I. WATERLINE INV IN: 393.35 FROM STR-10B INV OUT: 393.25 TO STR-8 TP=400.17 INV OUT: 393.67TO STR-10 UGD OUTLET - STR-EX-G PROFILE 2. ALL FILL MUST MEET 95% COMPACllON. 3. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER SANITARY SEWER MAINS. FIRE HYDRANT ASSEMBLY- STA. 0+32 9-7' 4. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L MAINS. VERTICAL SCALE 385 1 5. MINIMUM 1.5' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. z ~ 0 c ::sa.. PROPOSED 6"x4" TEE TO FIRE LINE· STA. 0+5 5 0 2.5 5 10 20 EXISTING 36" RCP STORM 6. VDOT sm. IS-1 INLET SHAPING REQUIRED ON ALL STORM STRUCTURES. 39,,___ _, ~s~-~-·~~11111111--1----1 I I I PROPOSED 2" WATER SERVICE- STA. o+6 SEWER CROSSING 400 400 IN FEET ) 7_ VDOT STD SL-1 SAFETY SLAB REQUIRED Wf--IERE DROP GREATER THAN 12' (NO SL-7 ON SANITARY MHS). 8. THE DUCTILE IRON WA TERUNES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED INV. IN=390.92 l] 15" PIPE (17B) z ILL (TYP.) 1 inch = 5 ft. BASED ON SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS. 9. HOPE PIPE SHALL BE INSTALLED ANO BACKFILLED IN ACCORDANCE WITH VDOT STANDARDS AND INV. IN=390.92 39C>---i w HORIZONTAL SCALE EX. INV. IN=380.49 1- ., "'Lo? - REQUIREMENTS, PER DETAIL ON THIS SHEET. CONTRACTOR SHALL USE STONE BACKFILL MATERIAL s·• 1-1~1iiiiiiiiiiiiiiil---1 "' 0 co 0 ~ .......i 50 0 25 50 100 200 AS REQUIRED AND SHALL INSTALL ANO BACKFILL THE PIPES TO ENSURE PROPER COMPACTION m~ "'"' "'"',., 395 395 STR-EX-G ,., AROUND THE PIPES AND PREVENT CRUSHING OR DEFORMING THE STORM PIPES DURING CONSTRUCTION. 15" PIPE (17A) RIM=397.92 V> o+oo 0+50 1+00 1+50 EXISTING GRAD 15" HOPE 28-20 LF ~ 1.13% 390 ( IN FEET 1 inch - 50 ft. MH-EX-3 STA:1+24.95 RIM:395.33 10. THE CONTRACTOR SHALL CLEAN AND VIDEO CAMERA ALL PIPES AFTER CONSTRUCllON IS COMPLETE, AND PROVIDE THESE VIDEOS TO THE OWNER AND ENGINEER FOR CERT/FICA TION. 38.---L--+-__J Cf) 1: NOTE: ~---INV IN. 375.15 FROM MH-EX-3-+-~--+---~----STA:1+95.46 ALL WATERLINES SHALL BE FULLY RESTRAINED. m" "' 0 INV IN. 375.15 FROM MH-3 \~IM:396.94 EX. 36" PIPE w W-o _J INV OUT. 374.95 TO MH-1 ~ NV OUT. 385.15 TO MH-EX-3 w c z EX. INV. IN=380.49 EX. INV. OUT=380.35 _J V> u. _,, 1--1 0 o+oo 0+50 <( / il l _J :r: ~! STR-108 STR-10 PROFILE 395 PROPOSED GRADIE 11 ENTIRETY WITH NEW MANHOLE I I II 395 REPLACE EXISTING MH-EX-3 IN ITS ROPOSED 21' WATER SERVICE - STA.1+26 -l] ~ w I- I- 0 a.. a_ g_ I 390 II 390 I PROPOSED 6"x4" TEE _J V> 0::: 1- z TO FIRE LINE - STA.1+34 II II I ROPOSED 2"WATER SERVICE· STA.1+53 <( I (..) zw GRADE~ w ROPOSED GRADE EXISTING - - -i- - ------7'-T:tt 38 : ___ _ 5_ 1 PROPOSED 6"x4" TEE TO FIRE LINE-STA.1+59 I . ::E "' Iii ' MH-2 STA:o+oo.oo RIM :394.17=,--l--::::::;::::<::~"11~0~~Rl)jpQ5E !'=~~~+-"-I 395 EXISTING 8" SANITARY SEWER PIPE BETWEEN EX-MH-2 AND EX-MH-1~ 6 ,_2, 400 1.5' I I ROPOSED 6" 22.5° BEND - STA. 3+03 ,~,L---,~9H--:::----tl--- -: ::PROPOlED 400 :::.:::: w 1- ~ <( g ~ INV IN. 375.15 FROM MH-EX-3 PROPOSED GAS SHALL BE REMOVED / / f", PROPOSED ELECTRIC LINE 6" 22.5° BE r D - STA. 3+66 - =1 a.. U1 w ~ CROSSING (2" CONDUIT) 1--1 VI INV IN. 375.15 FROM MH-3 I LINE CROSSING ROPOSEI 6" 11.25° BEND STA. 4~0;5 ~!z (/) f- 8~o~ ... INV OUT. 374.95 TO MH-1 I 1 _ 3_ 80_ - - + - - -l _ _ _ _"'/-;11- - - - + - -3 _ 8_0_ 1 <( >II ~.,:...: I ~ /, I STA. 0+36 1- MH-1 :r: 0 4 il z I 2- '€,=> 400 •• OJ MO _ _ ~ 390 390 STA:o+oo.oo 8" P-401 LINED CLASS 52 DIP 395PROPOSED 6" 45° BEND~--+I· i'2 w C:::t\"111> i-...!.a..z I PROPOSED ROOF/YARD RIM:368.oo / 66.51 LF@ 13.63% i- - - - S~A- 0+92 -~- 12A PROPOSED 8" PLUG & w I- w z B 0::: -...J ll'I 0 I- - z I ~ q>\J( s·soR- 20 1 % DRAIN CROSSING INV IN. 364.27 FROM MH-2 EX INV IN. 364.27 -·l- - -/ - + - - - -7'1 j==j=j;:z'::;l,,d--+----+----"~:_I 375 PROPOSED 6"x6" TEE TO FIRE HYDRANT ASSEMBLY I I PROPOSED 6" 45• BEND BLOW-OFF ASSEMBLY, SEE DETAIL ON SHEET7 I- C/) :::> w .8' 14.55 LF@ 12.03% EXISTING GRADE 8" P-401 LINED CLASS 52 DIP 3-STORY BUILDING (NORTH-WEST). 370 370 I ...J 0::: <( w 90 45.39 LF @ 25.01% Bo LF OF 6" SDR 26 PVC @4.25% / / EXISTING 8" SANITARY SEWER PIPE ETWEEN EX-MH-3 AND PROPOSED PROPOSED ROOF/YARD DRAIN CROSSINGS (.9 w 380 MH-1 SHALL BE REMOVED 0::: NOTE: SA!'llTARY SEWER BETWEEN PROPOSED MH-4 & PROPOSED MH-2 BLIC SANIT~RY SEWER pu 365 8" P-401 LINED CLASS 52 DIP 1- - - - -11-1,«- - - - - t - - 83.79 LF@ 12.1]% I PROPOSED SANITARY SEWER LATERAL CROSSINGS I I I PROPOSED 8''x8" TEE WITH (3) 8" G.V. - Si A. 4+45 0 0 0 C\I I- V> u SHALL BE ROPOSED 8"x6" REDUCER-STA. 4+42 PROPOSED ROOF/YARD ~ I I I I 0 85 375 PROPOSED SLOPE ANCHOR. l-=-=---1~-1----1-1-------+-=•sEE DETAIL, SHEET7. 375 TIE-IN TO EXISTING 8" CIPP LINED TC SANITARY DRAIN CROSSING 380 -ITT To8-llNCH WATERLINE RROFILE ~ EWER PIPE_ CUT-IN PROPOSED MANHOLE ~ROFILE ~ CONNECTION TO THE EXISTING PIPE E PROPOSED SANITARY 0 EXISTING 36" RCP STOJ M SEWER CROSSING MH-4 - M l H-2 I I I 6-INCH EXISTING 36" RCP STORM II SEWER CROSSING u 0 u u SEWER CROSSING--------iv ( v I I O m ~ I '° I I III 0 370 370 0 ..:i- u:i 375 375 182158 ·u -0+25 o+oo 0+50 ,.,"' "',., ~--SC_A_L_E- - I ~ 0 ITT ....a:i "'q ...-.:r "''"0 ,.,"' "' u ,., 0 co "'~,., ,.,"'~ N "1 .;- ., .,,., "',., "',.,CJ) "'"' 0 "' 0 0 0 en N "' 0 "'"' "'"' 1 "=50' u c "'"',., .......0 ...'°0 ~ ~ ~ ~ rYi oci 0 STR 20 - UGD PROFILE "'"'m "' "' "'m "',., o+oo 0+50 1+00 1+50 2+00 "' "' m m "'m "'"'m co • ~------ia SHEET NO. "- .__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _0_+0_0_ _ _ _0_•_5_0_ _ _ _1_•_00 _ _ _ _1_•5_0_ _ _ _,._o_o_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ EX-l\llH-2 l\ll __H __-_1__P_R_O__F_l_L_E_____________ o_•_oo_ _ _ _o_•5_0_ _ _ _1_•_0_0_ _ _ _1_•_50_ _ _ _,_.o_o_ _ _ _, ._5_0_ _ _ _3_•_o_o_ _ _ _3_•_50_ _ _ _4_•o_o_ _ _ _4_+_5_0_ _ _ _5_•_oo_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ a____ ~ Luminaire Schedule I Symbol Qty Label Arrangement Ht. Total Lamp Lumens LLF Description STANDARD LIGHTING DETAIL: I ~> 12 LBELL-MH150 SINGLE 15' 13000 1.000 DL-LBELL-MH150 FOOTCANDLES \ ' .... Calculation summary Label CaleType Units Avq Max Min Avg/Min Max/Min ci z FOOTCANDLES - Calculation -- ........ - I 11 uminancE -- ........ - Fe 1.49 10.0 o.o N.A. N.A. ~ z .........._.....,.,....,..._._.,......,......,..._..... B (5 - -- -- [/) ~ ........ z ~ ------w w --~ -- -- ... - a,_ - - ';; FOOTCANDLES FODTCANDLES P·oles & Landscaping 1-~lfflst STREETSOlJTH W----- w-----w--~---w Divine Lighting LB ELL o.o . WlOTH PUsuc 'VWJ - -+.. .1f-e-e- w o.o 1( Dar k Sky H ookar m o.o :: --::_. :-. _---- - - __-_- ----- STANP A RD PRODUCT S P ECIFICATJiONS DIMENSION: Shown Below 0.0 Mat erials: Cast Almninum / I <----41" _ _ ___,. ( ..,._ o.o Finish: Powder Coated (' I ... ---- --1. -._.., ~·' --------a----~~ .:.. --------.-a • • • • LeD.S: Clear P:olyl t Class P, ISO Hz. Eectronic,, Options Sbomi Below. v :J I<---- 29" ___..c;, I I ~ hst:aDation: Hardware is Included. lostall by a Quali1ied Electrician. I BUILD G #2 8 I I 2BR 2BR !3 Warnaty: l Year Limited Froom Date of Shipment I 3 STORY BUILDING 1--~-'---'~"---'-t.....--'................... ~ I Additioul ln:fo: 11 ~ All Light Emitted Below Homo!rtal Plane of the Head 2BR lBR lBR 2BR z II;"' "c ...... ~ "' J: ll: t "' II; t •. . 0 3BR (2nd &. 3rd) t; . "' "' t : · . . : , ... .. • \. t \....• t; ' ~-:t;:'.!::::======~ ~ c -----~---J.l-+-l<•.-::_,_: .~ BUILDING # 1 ~ ::5 c.. 3STOR BUILDING lBR z w I::; - . . ... 3BR (2nd & 3n:I) ~-···~::: (/) ................. . '... '\·::. . ..... COMMUNITY - EXAMPLE• DL-LB!ELL.BL-I OOM-4-H a . . . . . ·.......... .. . · MODEL FINISH WATTAGE VOLTAGE BALLAST OPTIONS RESOURCE ...J LllllL Irr Ru;t I S:iDgle lip H HPF BL ~ '!IJWBPS 7W/llPS 4 MdtiTup . . .. . . . CENTER <( ::::. : . . . ·.... 3,100 SF IOOB IOOWllPS BaJlasl Ma!nO~ z - 150B 150WllPS ~!G.AU"Jlod.to! . ·.. :::: SAi '!IJWMll 7W/Mll 100!.I IOOWMB 150!!.I ISOWME! AdctitiaoaJ Clwy! 3BR (2nd & 3rd) w ...... LL. ...... • w w (/) ~ 0 c PH: 936-494-39©0 • FX: 936-494-3910 .. '. ' z <( l Divine Lighting Pole$ & Landscaping POLE-RSP ' II; t;. " • •• •• • • • " "' ' ' c ' t; II; '\ . "' J: - :::c c.. STANDARD PRODUCT S PECIFICATIONS DIMENSION: Base- 10" Mat~rials: Mild Steel Sltaft - 3 or 4 in. Anchor Bolts: W' X 2 l" Black Iron Bolts (4) Supplied with 2 Nuts and 2 WaShexsFor Each Tell!lpia,te: Provided ~ 0 c Ban.d Hole: Stllndard OD Poles 15' and Taller ~ E Base Cover: Stllndard onall Po~ Insmllirtioa: Hardware is Not Included.. Install by a Qualilied Eled:rician. Warranty: l Year Limited From Date of Shipment EXAMPLE: PO LE-RSP-4-40-12-BL.P C M ODEL SIZE SCHEDULE HEIGHT COLOR OPTIONS l'O~ 3 roo 40 II IOFeet Bl.Blad< l'C -Coalilg 4-00 lJ BR Bram! 11.1 Tlllm Maml ' a. »Feet C\J;tm> Laig)ll cc Oost.a C4I« BB Kmd!We PH: 936-49'4-3900 • FX: 936-494-3910 EROSION CONTROL * VIRGINIA EROSION & SEDIMENT CONTROL DESCRIPTION OF EROSION & SEDIMENT HANDBOOK SPECIF/CA nON NUMBER EROSION CONTROL NOTES EROSION CONTROL NOTES & NARRATIVE City of Charlottesville @ SAFETY FENCE * 3.01 CONTROL MEASURES: : Best 1\!fanagen1eni Praciices }Or Tree Presen,aiion .... 1. THE PLAN APPROVING AUTHORITY MUST BE NOnFIED ONE WEEK PRIOR TO THE EROSION AND SEDIMENT CONTROL MEASURES: THE PURPOSE OF THIS LAND DISTURBANCE ACTIVITY IS TO CONSTRUCT APARTMENT BUILDINGS AND THEIR CORRESPONDING @ CONSTRUCTION ENTRANCE 3.02 PRE-CONSTRUCnON CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACnVITY. AND ONE WEEK PRIOR TO THE FINAL INSPECnON. IT IS ANnCIPATED TO USE A CONSTRUCTION ENTRANCE, DIVERSIONS, A SEDIMENT TRAP AND INFRASTRUCTURE. THIS PROJECT PROPOSES TO DISTURB 2. 45 ac. OF LAND. THE PROJECT WILL BEGIN ITS CONSTRUCnON WITH THE PROPOSED ESC MEASURES IMMEDIATELY FOLLOWING PLAN APPROVAL, WHICH IS ANTIC/PA TED TO BE IN THE TREE PROTECTION FD '>1'U. =')"!',,~:.'!",.=-.;,!_ ~"'or~.~~~~ '"' "'""'- < """""" '~"' "''~ ' " "' """"""""'" 00~""1"' ' , , _ <> ' r ~ t ~ B~'.> ... , "'' '"' "' . _ ............. "" '"' ·~..., ... . ""'"""" .... "" ""'"'"'""""""' U> i;'. a'. z SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER ROADBEDS BY CONSTRUCnON TRAFFIC AND TO REDUCE THE EROSION AND SUBSEQUENT ACTIVITIES. ADDITIONALLY. THERE ARE CRITICAL SLOPES LOCATED ON THE PROPERTY AND THESE ARE CONSIDERED u PERMANENT SEEDING 3.32 DEBRIS. VJ REGARDING OF PERMANENT ROADBEDS BETWEEN THE nME OF INITIAL GRADING AND FINAL CRITICAL AREAS. THE NATURALLY OCCURRING CRITICAL SLOPES WITHIN THE WOODS AND FLOODPLAIN DESCRIBED ABOVE w 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER 0 @) SODDING 3.33 ZONING ORDINANCE SECTION 10.2. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH CITY CODE ANO STA TE STAB/LIZA T!ON. CONSTRUCTION ROAD STABILIZATION WILL BE APPLIED TO THE CONTRACTOR PARKING & STAGING AREAS AS NEEDED. SHALL BE PROTECTED WITH THE EROSION CONTROL MEASURES AS SHOW ON THE PLAN SHEETS. THE CONTRACTOR SHALL TAKE EXTRA PRECAUTION WHEN IMPACnNG THE AREAS OF THESE CRITICAL SLOPES ALONG THE EDGE OF THE TOP SLOPE, AS SHOW ON THE PLAN SHEETS. THE CRITICAL SLOPES CREA TED FROM THE CONSTRUCTION OF 1st STREET SOUTH AND Figure 3.2: Tree Protec:tion Fence 0..... z 0 @J ::::::::::::::::::: BLANKET MAmNG 3.36 REGULA noNS. 14. BORROW. FILL OR WASTE ACnVITY INVOLVING INDUSTRIAL-TYPE POWER EQUIPMENT SHALL 3. 05 SILT FENCE- SILT FENCE IS PROPOSED, WHERE SHOWN ON THE PLANS. 3.07 STORM DRAIN INLET PROTECTION- INLET PROTECnON IS PROPOSED ON INLETS, WHERE HARTMANS MILL ROAD ARE PROPOSED TO BE DISTURBED. THE CONTRACTOR SHALL GIVE EXTRA A TTENnON AND CAUTION IN AND AROUND ALL THE CRITICAL SLOPE AREAS TO ENSURE SEDIMENT JS NOT DEPOSITED ON THEM OUTSIDE THE SCOPE OF 1992 3.02 ~ U> B~ TREE PROTECTION 3.38 BE LIMITED TO THE HOURS OF 7: 00 AM TO 9: 00 PM. 15. BORROW. FILL OR WASTE ACnVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT SHOWN ON THE PLANS. 3. 09 DIVERSION- PERIMETER DIVERSIONS ARE PROPOSED WHERE SHOWN ON THE PLANS TO THE PROPOSED PLAN. TREE PROTECTION FENCING, SILT FENCING, DIVERSIONS AND SEDIMENT Tl?APPING DEVICES SHALL ALSO BE INSTALLED AS A FIRST STEP IN LAND DISTURBANCE TO ENSURE THESE CRITICAL AREAS ARE MAINTAINED. S TONE CONSTRUCTION ENTRANCE ..... ~ @--©- DUST CONTROL 3.39 MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LANO AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STl?EET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. DIRECT RUNOFF INTO A SEDIMENT TRAPPING DEVICE. 3.13 SEDIMENT TRAP- A SEDIMENT TRAP IS PROPOSED WHERE SHOWN ON THE PLANS. 1. CONTRACTOR SHALL NOnFY THE CHARLOTTESVILLE CITY NEIGHBORHOOD DEVELOPMENT SERVICES' ENGINEERING > w c -" .2 - DEPARTMENT TO SCHEDULE A PRE-CONSTRUCTION MEEnNG. u EROSION & SEDIMENT CONTROL 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT 3.32 PERMANENT SEEDING-PERMANENT SEEDING IS REQUIRED AND PROPOSED WITH THIS PLAN. 2. PRIOR TO DISTURBANCES, THE LIMITS OF DISTURBANCE SHALL BE FLAGGED AND THE APPROVED CITY OF c MEASURES: TO PERMANENT STORMWA TER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, 3.3B TREE PRESERVATION AND PROTECnON- TREE PROTECnON IS PROPOSED WITH THIS PLAN. SEE THE E5C PLAN FOR THE REQUIRED LOCA noNS. CHARLOTTESVILLE TREE PROTECnON FENCING AND THE SILT FENCE ALONG THESE LIMITS SHALL ALSO BE INSTALLED. ALL TREE PROTECTION FENCING SHALL BE IMMOVABLE TREE FENCING, PROTECTING THE EXISTING TREES AS NOTED TO D:: w c 0 u UNIT, BUILDING OR OTHER PORnON OF THE PROPERTY. REMAIN. c 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING ANO MULCHING. SEEDING IS TO 3.39 DUST CONTROL-DUST CONTROL IS REQUIRED AND PROPOSED WITH THIS PLAN. 0 STRUCTURAL EROSION AND SEDIMENT CONTROL PRACnCES SHALL BE IN ACCORDANCE WITH 3. NO EROSION CONTROL MEASURES MAY BE REMOVED DURING THE CONSTRUCnON PROCESS WITHOUT THE APPROVAL THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. STRUCTURAL PRACnCES USED IN BE AT 75 LBS/ACRE, AND JN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A NOTE: SEE THIS SHEET UNDER EROSION & SEDIMENT CONTROL MEASURES FOR ADDITIONAL DESCRIPTIONS OF ALL PROPOSED EROSION AND SEDIMENT CONTROL ITEMS. FROM THE CITY OF CHARLOTTESVILLE EROSION AND SEDIMENT CONTROL INSPECTOR ON THE PROJECT. SID E ELEVATION "'"c THIS SECnON CONSIST OF THE FOLLOWING: 50/50 MIX OF ANNUAL RYGRASS AND CEREAL WINTER RYE. OR IN MARCH AND APRIL TO 4. INSTALLA T!ON OF THE PROPOSED CONSTRUCTION ENTRANCE SHALL OCCUR NEXT. THE CONTRACTOR SHALL APPLY 0 CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. CONSTl?UCTION ROAD STAB/LIZA T/ON AS NEEDED. CONTRACTOR SHALL ENSURE THE CONSTRUCTION ENTRANCE DRAINS EXIS T!Nri r.Rfl UN!l ~ STRAW MULCH IS TO BE APPLIED AT BOLBS/IOOSF. AL TERNA nVES ARE SUBJECT TO ~ TO AN ADEQUATE E&S MEASURE. A NEARBY SEDIMENT TRAPPING DEVICE IS PROPOSED TO HANDLE SMALL, FLASH 70' !!IN. A PROTECnVE BARRIER INSTALLED TO PREVENT ACCESS TO AN EROSION CONTROL MEASURE. TO APPROVAL BY THE EROSION CONTROL INSPECTOR. IN GENERAL, DURING CONSTRUCnON THE RLD OR CONTl?ACTOR ON-SITE WILL CHECK ALL EROSION WASHOFFS FROM CONSTRUCnON VEHICLES DURING JNlnAL CONSTRUCnON PERIODS. UL nMA TEL Y, AFTER THE PROHIBIT THE UNDESIRABLE USE OF AN EROSION CONTROL MEASURE BY THE PUBLIC APPLICABLE TO ANY CONTROL MEASURE OR SERIES OF MEASURES WHICH CAN BE CONSIDERED UNSAFE BY VIRTUE OF 1B. PERMANENT STAB/LIZA noN SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND AND SEDIMENT CONTROL MEASURES DAILY AND AFTER EACH SIGNIFICANT RAINFALL. MONITORING REPORTS WILL BE REQUIRED FROM THE RLD IF NEEDED. SPECIFIC ATTENTION WILL BE GIVEN TO INSTALLA T!ON OF SEDIMENT TRAP #1. THE WASHOFF WILL DRAIN TO THE DOWSTREAM SEDIMENT TRAP. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED WHERE CONSTRUCTION VEHICLE ROUTES INTERSECT PAVED PUBLIC • LO' MIN. POTENnAL ACCESS BY THE PUBLIC. 3. 02 CONSTRUCnON ENTRANCE: A STABILIZED CONSTRUCTION ENTRANCE LOCATED AT POINTS OF VEHICULAR INGRESS AND EGRESS ON MULCH. AGR/CUL TURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERnLIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE ANO CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND THE FOLLOWING ITEMS.· a. SEDIMENT TRAPS WILL BE CLEANED AND MAINTAINED IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK. b.ALL GRAVEL OUTl..ETS AND LEVEL SPREADERS WILL BE CHECKED REGULARLY FOR SEDIMENT ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY (VEHICULAR) TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A 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 £~!STING f/\V E'.ME'.NT -- c 0 u "c w A CONSTRUCnON Sl7E. TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS SWEEPING AND TRANSPORnNG TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY c 0-5% PERENNIAL RYGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED BUILDUP THAT WILL PREVENT PROPER DRAINAGE. IF THE GRAVEL OR LEVEL SPREADER IS 0 BY MOTOR VEHICLES OR RUNOFF. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AS SHOWN ON AFTER SEDIMENT IS REMOVED IN THIS MANNER. u THE PLANS TO REDUCE THE AMOUNT SEDIMENT TRANSPORTED ONTO PUBLIC ROADWAYS. THE TEMPORARY STABILIZATION OF ACCESS ROADS, SUBDIVISION ROADS, PARKING AREAS, AND OTHER AT 80LBS/100SF. AL TERNA nVES ARE SUBJECT TO APPROVAL BY THE EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. CLOGGED BY SEDIMENT, THE GRAVEL WILL BE REMOVED AND CLEANED, OR IT WILL BE REPLACED. SLOPE ORAIN SHALL BE CHECKED REGULARLY AS WELL FOR SEDIMENT BUILDUP OR CLOGGING THAT WILL PREVENT PROPER FUNCnONING. c. ALL SILT FENCE BARRIERS WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETER/ORA nON 5. ONCE THE ABOVE MENnONED PERIMETER EROSION CONTROL MEASURES HA VE BEEN INSTALLED, AND THE CITY INSPECTOR HAS APPROVED THESE MEASURES, THE CONTRACTOR CAN BEGIN LIGHT CLEARING. THE CONTRACTOR SHALL BEGIN BY CLEARING THE AREAS REQUIRED TO ACCESS THE LOCA T/ONS OF SEDIMENT TRAP #1 AND SEDIMENT TRAP #2 AND ITS CONTl?/BUnNG DIVERSIONS. INSTALLATION OF SEDIMENT TRAP #1 AND SEDIMENT TRAP #2 SHALL IMMEDIATELY • l>IU ST EXTEND FULL WI DTH B I ---..._ I POSITIVE IJl'!Al NloGE TI:l SEDIMENT TRAPP ING OCVICE - 0 SITE VEHICLE TRANSPORTATION ROUTES WITH STONE IMMEDIATELY AFTER GRADING. TO REDUCE SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH OF THE FABRIC AND REPAIRED AS REQUIRED. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL ar INIORCSS AN!l EGRESS FOLLOW THE SELECTIVE CLEARING, FOLLOWED BY THE INSTALLA T/ON OF ITS DIVERSIONS. INSTALL THE 24" SLOPE DRAIN Ol'tPATION PLAN VIEW EROSION OF TEMPORARY ROADBEDS BY CONSTRUCnON TRAmc DURING WET WEATHER AND TO SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A OF SEDIMENT DEPOSITION REACHED HALF WAY TO THE TOP OF THE BARRIER. REDUCE EROSION AND SUBSEQUENT REGARDING OF PERMANENT ROADBEDS BETWEEN THE TIME OF INITIAL GRADING AND FINAL STABILIZATION. USE WHEREVER STONE-BASE ROADS OR PARKING AREAS GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECnNG SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED ANO REPAIRED IMMEOIA TEL Y. d. ALL DIVERSION DIKES SHALL BE CHECKED REGULARLY TO ENSURE POSITIVE FLOW THROUGH THE DIVERSIONS AND THAT THERE ARE NO SEDIMENT BUILDUPS OR DIVERSION BERM FAILURES. OUTFALLS AND PROPOSED LEVEL SPREADER BELOW THE SEDIMENT TRAPS TO OUTFALL THE RUN-OFF BELOW THE CRITICAL SLOPE AREAS. INSTALL THE OUTLET PROTECTION FOR THESE SLOPE DRAINS, LEVEL SPREADER, AND 36" CUL VERT PIPE. RIPRAP SHALL BE MOVED TO THE OUTl..ET AREAS VIA A SMALL EXCAVATOR. THE CONTRACTOR SHALL z :5 ARE CONSTRUCTED, WHETHER PERMANENT OR TEMPORARY. FOR USE BY CONSTRUCTION TRAFFIC. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN e. ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS USE WHEEL BARROWS TO MOVE ANY RIPRAP MATERIAL FROM THE OUTFALL AREA AT THE 36" CUL VERT PIPE OVER TO .3 05 Sil T f[NCE· A TEMPORARY SEDIMENT BARRIER CONSISnNG OF A SYNTHEnc FILTER FABRIC STRETCHED ACROSS AND ATTACHED TO SUPPORnNG POSTS AND ENTRENCHED, TO INTERCEPT AND DETAIN SMALL AMOUNTS 30 DAYS OF FINAL SITE STAB/LIZA nON, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE EROSION CONTROL INSPECTOR. 21. THE E&S INSPECTOR HAS THE AUTHORITY TO ADO OR DELETE E&S CONTROLS AS NECESSARY IN THE FIELD AS SITE CONDITIONS CHANGE. IN ADDITION, NO SEDIMENT BASIN MAINTAINED. AREAS SHOULD BE FERnLIZED AND RESEEDED AS NEEDED. BLANKET MA TnNG WILL BE REINSTALLED IN AREAS WHERE PERMANENT STANDS OF GRASS HA VE NOT YET BEEN ESTABLISHED. SOD SHALL BE USED TO STABILIZE ALL FINE-GRADED DISTURBED AREA FOR PERMANENT STAB/LIZA noN. 6. THE LEVEL SPREADER AND OUTFALL FOR SEDIMENT TRAP #1 USING THE EXISnNG PEDESTRIAN PATHWAY. THE CONTRACTOR SHALL USE BLANKET MA TnNG TO STABILIZE THE SEDIMENT Tl?APS AND THE SLOPES. ANY REMAINING EROSION CONT/?OL ITEMS AS SHOWN ON THE PHASE I EROSION CONTROL PLAN SHALL ALSO BE CONSTl?UCTED AT THIS TIME, INCLUSIVE OF BLOCKING THE EXISTING 7WO INLETS SHOWN AND LABELED ON THE l!J a.. z OF SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTION OPERATIONS IN ORDER TO PREVENT IN CASE OF EMERGENCY. THE PRIMARY CONTACT FOR THE PROJECT WILL BE THE RLD OR SEDIMENT FROM LEA VfNG THE SITE, AND TO DECREASE THE VELOCITY OF SHEET FLOWS AND OR TRAP CAN BE REMOVED WITHOUT WRITTEN AUTHORIZA noN. CONT/?ACTOR ON-SITE. JN ADDITION THE OWNER MAY BE CONTACTED. UPON COMPLETION OF EROSION CONTROL PLAN. PERIMETER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTl?UCTED AS A FIRST w - LOW-TO-MODERATE LEVEL CHANNEL FLOWS. THE SILT FENCE BARRIERS SHALL BE INSTALLED DOWN STEP WITH ANY LAND DISTURBANCE ACnVITY AND SHALL BE MADE FUNCnONAL BEFORE UPSLOPE LAND DISTURBANCE SLOPE OF AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT LADEN RUNOFF FROM SHEET FLOW AS SOIL DESCRIPTION THE PROJECT. THE OWNER WILL BE RESPONSIBLE FOR SITE MAINTENANCE. TAKES PLACE. ALL EARTHEN DAMS AND EARTHEN STRUCTURES SHALL BE STABILIZED WITH THE INSTALLATION OF THE r- IND/CA TED. THEY SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND MAINTAINED IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK (VESCH). 121C - CULPEPER- URBAN LAND COMPLEX-7% TO 15% SLOPES. SOIL IS TYPICALLY WELL DRAINED, WITH MORE THAN 80 INCHES TO THE WATER TABLE IN MOST CASES. SOIL 's EROSION CONTROL NOTES ES-1: UNLESS OTHERWISE INDICATED, ALL VEGETAnVE AND STRUCTURAL EROSION AND SEDIMENT CONTl?OL PRACnCES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM 7. EROSION AND SEDIMENT CONTROL STRUCTURE. STAB/LIZA TION OF THESE FEATURES SHALL BE PART OF THE INSTALLATION OF THE PERIMETER MEASURES ONCE ALL THE PHASE I EROSION CONTROL ITEMS HA VE BEEN INSTALLED & ARE OPERATIONAL. DRAINAGE IS PROPERLY CONVEYED TO THESE MEASURES, AND THE ESC INSPECTOR HAS GRANTED APPROVAL, THE CONTRACTOR CAN BEGIN - V> a z PARENT MATERIAL JS RESIDUUM WEATHERED FROM META-ARKOS/C SANDSTONE AND A SEDIMENT FILTER OR AN EXCAVATED IMPOUNDING AREA AROUND A STORM DRAIN DROP INLET OR STANDARDS AND SPECIF/CA noNS OF THE J/JB.:Glti.'/A...EBJ2S!J'Jtl....t,tj'[J_;SUJ'!Mf:"J:JI...Q;'/filfil}J.. CLEARING THE REMAINDER OF THE SITE AND DEMOLISHING THE ITEMS PROPOSED TO BE REMOVED WITH THIS PLAN. QUARTZITE. THIS SOIL HAS CONVEX DOWN-SLOPE AND CONVEX ACROSS-SLOPE SHAPE. CURB INLET. TO PREVENT SEDIMENT FROM ENTERING STORM DRAINAGE SYSTEMS PRIOR TO THE SOIL HAS A MEDIUM RUNOFF CLASS WITHOUT A FREQUENCY OF PONDING OR HANDBOOK AND VIRGINIA REGULA nONs 9VAC25-840 EROSION AND SEDIMENT CONTROL TEMPORARY SEEDING, PERMANENT SEEDING AND DUST CONTROL SHALL BE IMPLEMENTED AS REQUIRED. _J PERMANENT STAB/LIZA TION OF THE DISTURBED AREA. INLET PROTECTION APPLIES WHERE STORM REGULA noNS. 8. AFTER CLEARING THE PROPOSED AREAS, THE CONTRACTOR CAN PROCEED TO PHASE II OF THE EROSION & SEDIMENT SECT ION 8-8 DRAIN INLETS ARE TO BE MADE OPERATIONAL BEFORE PERMANENT STAB/LIZA TION OF THE FLOODING. THE KSA T VALUE IS GENERALLY VERY LOW TO HIGH. ES-2: THE PLAN APPROVING AUTHORITY MUST BE NOnFIED ONE WEEK PRIOR TO THE CONTROL PLAN. THE CONTRACTOR SHALL BEGIN ROUGH GRADING THE SITE TO THE CONTOURS SHOW ON THE PHASE <( w - CORRESPONDING DISTURBED DRAINAGE AREA. 77 - RIVERVIEW-CHEWACLA COMPLEX- SOIL IS TYPICALLY WELL DRAINED, WITH 36-60 PRE-CONSTl?UCnON CONFERENCE. ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND II EROSION & SEDIMENT CONTROL PLAN AND CONSTRUCnNG BUILDINGS #1 AND #2. AS THE ROUGH GRADING OCCURS N .3 O@ TFMpQRARY DIVfRSIQN DIKF: INCHES TO THE WATER TABLE IN MOST CASES. SOIL 's PARENT MATERIAL IS ALLUVIUM DISTURBING ACTIVITY. ANO ONE llfEK PRIOR TO THE FINAL INSPECTION. n-IE CONTRACTOR SHALL MAINTAIN, AND MODIFY AS NECESSARY, THE PERIMETER DIVERSIONS FEEDING SEDIMENT TRAP Source: Adapted from 1983 Macyland Standa rd:-. for Soil Plate 3.02-1 0 A TEMPORARY RIDGE OF COMPACTED SOIL CONSTRUCTED AT THE TOP OR BASE OF A SLOPING DERIVED FROM IGNEOUS ROCK. THIS SOIL HAS A LINEAR DOWN-SLOPE AND LINEAR ES-3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE #1 AND SEDIMENT TRAP #2. THESE DIVERSIONS SHALL REMAIN FUNCTIONAL AS LONG AS POSSIBLE AND SHALL NOT BE Ern5jon and Sediment Cont rol, and Va. DSWC O'> N u.. - DISTURBED AREA. TO DIVERT STORM RUNOFF FROM UPSLOPE DRAINAGE AREAS AWAY FROM ACROSS-SLOPE SHAPE. THE SOIL HAS A LOW RUNOFF CLASS WITHOUT A FREQUENCY FIRST STEP IN CLEARING. MODIFIED OR REMOVED WITHOUT PRIOR APPROVAL FROM THE ESC INSPECTOR. MEASURES INTENDED TO TRAP SEDIMENT UNPROTECTED DISTURBED AREAS AND SLOPES TO A STABILIZED OUTLET. TO DIVERT SEDIMENT-LADEN OF PONDING AN AN OCCASIONAL FREQUENCY OF FLOODING. THE KSA T VALUE IS ES-4: A COPY OF n-IE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON SHALL BE CONSTRUCTED AS A FIRST STEP WITH ANY LAND DISTURBANCE ACnVITY AND SHALL BE MADE FUNCTIONAL N RUNOFF FROM A DISTURBED AREA TO A SEDIMENT-TRAPPING FACILITY SUCH AS A SEDIMENT TRAP OR THE SITE AT ALL TIMES_ w ~- GENERALLY MODERATELY HIGH TO HIGH. BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. SEDIMENT BASIN. USE WHEREVER STORMWA TER RUNOFF MUST BE TEMPORARILY DIVERTED TO ES-5:PRIOR TO COMMENCING LAND DISTURBING ACnVITJES IN AREAS OTHER THAN INDICATED ON 9. ONCE THE SITE JS ROUGH GRADED, THE CONTRACTOR CAN BEGIN INSTALLA noN OF THE unLlnES, CURB AND GUTTER, PROTECT DISTURBED AREAS AND SLOPES OR RETAIN SEDIMENT ON SITE DURING CONSTRUCnON. OVERALL, THE ONSITE SOILS CONSIST MOSTLY OF SILTY OR CLAYEY SOILS THESE PLANS (INCLUDING BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE AND PARKING LOTS. INLET PROTECTION SHALL ALSO BE INSTALLED AS THE STORM SEWER IS CONSTl?UCTED. INLET THESE STRUCTURES GENERALLY HA VE A LIFE EXPECTANCY OF 18 MONTHS OR LESS, WHICH CAN BE PROLONGED WITH PROPER MAINTENANCE. NEAR THE SURFACE, UNDERLAIN BY SANDY SILTS AON SILTY SANDS. THESE SOILS ARE PRIMARILY GROUP B SOILS, WITH MODERATE INFILTRATION RATE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. PROTECTION SHALL BE INSPECTED AFTER EACH RAINFALL EVENT AND REPAIRS SHALL BE MADE AS NEEDED. IF THE STONE FILTER BECOMES CLOGGED WITH SEDIMENT SO THAT IT NO LONGER ADEQUATELY PERFORMS ITS FUNCTION, THE TABLE 3.31°11 w w J 11 TEMPORARY RfGHT-Q[-WAY WV£RSJON· A RIDGE OF COMPACTED SOIL OR LOOSE ROCK OR GRAVEL CONSTRUCTED ACROSS DISTURBED RIGHTS-OF-WAY AND SIMILAR SLOPING AREAS. TO SHORTEN THE FLOW LENGTH WITHIN A SLOPING WHEN THOROUGHLY WET, AND THE SOILS HAVE A MODERATE RATE OF WATER TRANSMISSION. NOTE: CONTRACTOR TO ENSURE LIME AND FERTILIZER RATIOS AND ES-6: THE CONTl?ACTOR IS RESPONSIBLE FOR INSTALLA noN OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. ES-7: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL 10. STONE MUST BE PULLED AWAY AND CLEANED AND/OR REPLACED. THE CONTRACTOR SHALL INSTALL ANY REMAINING EROSION CONTROL ITEMS AS SHOWN ON THE PHASE II EROSION CONTROL PLAN. TEMPORARY SEEDING, PERMANENT SEEDING AND DUST CONTROL SHALL BE IMPLEMENTED AS REQUIRED. ACCEPTABLE TEMPORARY SEEDING P!LANT MATERIALS "QUICK REFERENCE FOR ALL REGlQNS" z _J _J > V> <( :r: - RIGHT-OF-WAY. THEREBY REDUCING THE EROSION POTENTIAL BY DIVERTING STORM RUNOFF TO A THE CONTRACTOR SHALL USE SODDING FOR PERMANENT STAB/LIZA TION OF THE FINE GRADED DISTURBED AREAS. APPLICATION RATES ASSOCIATED WITH FINAL STABILIZATION ARE nMES DURING LAND DISTURBING ACnVlnES AND DURING SITE DEVELOPMENT UNnL FINAL 11. ONCE THE CURB AND GUTTER IS INSTALLED AND THE UPLAND AREAS BEGIN TO BE STABILIZED, THE CONTRACTOR CAN STABILIZED OUTLET. GENERALLY. EARTHEN DIVERSIONS ARE APPLICABLE WHERE THERE WILL BE LlffiE Rilte (/) OR NO CONSTRUCTION TRAFFIC WITHIN THE RIGHT-OF-WAY. GRAVEL STRUCTURES ARE MORE APPLICABLE TO ROADS AND OTHER RIGHTS-OF-WAY WHICH ACCOMMODATE VEHICULAR TRAFFIC. APPROPRIATE FOR THE SOIL CONDITIONS. STAB/LIZA noN IS ACHIEVED. ES-8: DURING DEWATER/NG OPERA noNS, WATER WILL BE PUMPED INTO AN APPROVED WATER FILTERING DEVICE. MOVE FORWARD WITH PHASE Ill. FOR PHASE Ill, THE SEDIMENT TRAPS MAY BE REMOVED WITH AUTHORIZATION FROM CITY EROSION AND SEDIMENT CONTROL INSPECTOR AND THEN THE CONT/?ACTOR CAN BEGIN THE CONSTRUCT/ON OF Plant.ins Dates Qhs /mere) w a.. ~ REFERENCE: WEB SOIL SURVEY ONLINE DATABASE, FOUND AT BUILDING #3. ES-9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIOD/CALLY AND AFTER I l!J 3. 14 TEMPORARY SEDIMENT BASIN: http://websoilsurve y. nrcs. usda. gov/opp /WebSoi!Surve y. aspx 12. PERMANENT OR TEMPORARY SOIL STAB/LIZA nON SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER EACH RUNOFF-PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO A TEMPORARY BARRIER OR DAM WITH A CONTROLLED STORMWA TER RELEASE STRUCTURE FORMED BY FINAL GRADE IS REACHED ON ANY PORnON OF THE SITE. TEMPORARY SOIL STAB/LIZA noN SHALL BE APPLIED WITHIN Sept. l • Feb. 15 50/50 Mix of CONSTRUCnNG AN EMBANKMENT OF COMPACTED SOIL ACROSS A DRAINAGEWA Y. TO DETAIL GENERAL SLOPE {3:1 OR LESS) PER ACRE MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR An!Dual Ryegrass 0 _J V> r- SEDIMENT-LADEN RUNOFF FROM DISTURBED AREAS JN "ltET" AND 'VRY" STORAGE LONG ENOUGH FOR TOTAL LBS LONGER THAN 14 DAYS. PERMANENT STAB/LIZA nON SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT (J,.olipmroulti-flonJ.m~ THE MAJORITY OF THE SEDIMENT TO SEffiE OUT. APPLIES BELOW DISTURBED AREAS WHERE THE KENTUCKY 31 FESCUE 128 LBS. CRITICAL SLOPE WAIVER CONDITIONS AND REQUIREMENTS: Ct:'. z FOR MORE THAN ONE YEAR. & 50. 100 TOTAL CONTRIBUTING DRAINAGE AREA JS EQUAL TO OR GREATER THAN THREE ACRES. THERE MUST BE sumCIENT SPACE AND APPROPRJA TE TOPOGRAPHY FOR THE CONSTRUCTION OF A TEMPORARY IMPOUNDMENT. RED TOP GRASS SEASONAL NURSE CROP 2 LBS. 20 LBS. 1. THE CONTRACTOR SHALL INSTALL EROSION AND SEDIMENT CONTROL MEASURES EXCEEDING THE MINIMUM REQUIREMENTS. THESE INCLUDE INSTALLING SILT FENCE WITH WIRE REINFORCEMENT AND (6) FEET STAKE SPACING, INSTALLING SEDIMENT TRAPS 13. REMOVAL OF THE SEDIMENT TRAPS SHALL INCLUDE DEWATER/NG TRAPS WITH A SEDIMENT FILTER BAG OR OTHER APPROVED METHOD, AND SHALL BE FILLED & COMPACTED WITH STRUCTURAL FILL. THE TRAP SHALL BE GRADED WITH Cereal '(Winter) Rye {Secale ce.reale) <( I z .l 15 TEMPORARY SLOP£ DRAIN; SEASONAi NURSE CROp 150 LBS WHICH EXCEED THE MINIMUM WET AND DRY VOLUMES BY 1.5 TIMES THE STA TE REQUIREMENTS, AND SODDING THE UPLAND DISTURBED AREAS FOR PERMANENT STAB/LIZA noN. POSITIVE SLOPE AWAY FROM THE BUILDING AND PARKING LOT. AT THE nME OF SEDIMENT TRAP #2's REMOVAL ALL YARD DRAIN INLETS AND STORMS SEWER INLETS SHALL BE MADE OPERATIONAL AND THEIR INLET PROTECTIONS SHALL () w w :;E A TEMPORARY 24" HEAVY DUTY. FLEXIBLE PIPE USED TO CONVEY RUNOFF FROM THE ENTIRE 2. THE CRITICAL SLOPE AREA OUTSIDE OF THE APPROVED ENCROACHMENT BOUNDARIES SHALL BE CLEARLY MARKED IN THE BE REMOVED. AFTER THE TRAP's REMOVAL THE CONTRACTOR CAN REMOVE ANY REMAINING EROSION & SEDIMENT FEBRUARY 16 THROUGH APRIL ANNUAL RYE Feb. 16. ·Apr. 30 Annual Rycgra5s; 60 . 100 DRAINAGE AREA ABOVE A SLOPE TO THE BASE OF THE SLOPE WITHOUT EROSION. DRAINAGE PIPE FIELD, AND THE APPROVED STORMWA TER MANAGEMENT PLAN AND CONSTRUCTION PLAN SHALL INCLUDE A NOTE REQUIRING SUCH CONTROL MEASURES. NO ITEM SHALL BE REMOVED, THROUGHOUT ALL PHASES OF CONSTRUCnON, UNLESS THE MAY 1 THROUGH AUGUST 15 FOXTAIL MILLET ~ SHALL BE SECURED WITH REINFORCED HOLD-DOWN GROMMETS SPACED JN 10-FOOT INTERVALS. THE LIMITS OF DISTURBED AREA TO REMAIN FOR THE DURA T/ON OF CONSTRUCT/ON AND LAND DISTURBING ACTIVITIES. UPSTREAM AREAS ARE STABILIZED AND THE INSPECTOR GIVES PERMISSION. CONTRACTOR SHALL STABILIZE REMAINING a.. lll STORMWA TER OUTLETS BY ABSORBING THE INITIAL IMPACT OF THE FLOW AND REDUCING THE FLOW TESTS AND APPLIED IN ACCORDANCE WITH VESCH STD. 3.32. AND #2 TO ACHIEVE UPLAND STAB/LIZA T!ON ON THE SITE PR/OT TO THE REMOVAL OF THE (2) SEDIMENT TRAPS AND STAB/LIZA T/ON OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY VELOCITY TO A LEVEL WHICH WILL NOT ERODE THE RECEIVING CHANNEL OR AREA. THE APRON IS (/) APPLIED TO THE IMMEDIATE AREA BELOW THE PIPE OR CHANNEL OUTFALL, EXTENDING ACROSS THE CHANNEL BOTTOM AND UP THE CHANNEL BANKS TO AN ELEVA nON ONE FOOT ABOVE THE MAXIMUM 2. SEEDINGS TO BE MULCHED IMMEDIATELY UPON COMPLETION OF SEED APPLICATION, IN ACCORDANCE W/ VESCH STD 3.35. CONSTRUCnON OF BUILDING #3. ALL CURBING AND DRAINAGE STRUCTURE SHALL BE OPERAnONAL TO DIVERT RUN-OFF AWAY FROM THE CRITICAL SLOPES DURING THE CONSTRUCnON OF BUILDING #3. THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DJSPOSlnON OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND <( SED/MENTA T/ON. 1- z Source: Va. DS\VC TAIL WATER DEPTH OR TO THE TOP OF THE BANK. PERMANENT SEEDING SCHEDULE w w :r: 3.21 LEVEL SPREADER: AN OUTLET CONSISTING OF AN EXCAVATED DEPRESSION CONSTRUCTED A T ZERO GRADE ACROSS A NO SCALE COllPACTIID SOIL Ct:'. r- -...J SLOPE TO CONVERT CONCENTRATED RUNOFF TO SHEET FLOW AND RELEASE IT UNIFORMLY ONTO (STD. &: SPEC. 3.32 OF VIRGINIA EROSION &: AREAS STABIUZED BY EXJSnNG VEGETA noN. SEDIMENT CONTROL HANDBOOK, 3RD ED.) 1992 J.2] 1992 3. 1.'5 "'" 3. 15 1992 3.15 1- (/) :::J ' ,, TEMPORARY SEEDING· LEVEL SPREADER FLARED END-SECTION 0 ~ THE ESTABLISHMENT OF A TEMPORARY VEGETATIVE COVER ON DISTURBED AREAS BY SEEDING WITH 2. STAPLE WIRE FENCING TO (CONT l l'lUED ) FLARED END - SECTION TEMPORARY SLOPE OR MN APPROPRIATE RAPIDLY GROWING ANNUAL PLANTS. TO REDUCE EROSION AND SEDIMENTATION BY THE POSTS. V> m- STABILIZING DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A PERIOD OF MORE UJ THAN 14 DAYS. TO REDUCE DAMAGE FROM SEDIMENT AND RUNOFF TO DOWNSTREAM OR OFF-SITE AREAS, AND TO PROVIDE PROTECTION TO BARE SOILS EXPOSED DURING CONSTRUCTION UNTIL PERMANENT VEGETATION OR OTHER EROSION CONTROL MEASURES CAN BE ESTABLISHED. @) TEMPORARY 18" DIVERSION BERM CROSS SECTI ON PIW\'JD' ""o"""'"°' ~ " tn / TI <''-"'Ol '''° - sioc u;o Ct:'. r- w 3.32 PERMANENT STABILIZATION· THE ESTABLISHMENT OF PERENNIAL VEGETATIVE COVER ON DISTURBED AREAS BY PLANTING SEED. TO rcc,~J"-n]'tJ,;\.;i"f£,;,,."',i'~~1iW ..... 1 W~1J'.~"l~'"'w'~ ~·~ri'-" ""' ' """""" ""'.,., "~I"'""° '°" i t lll '<' o._ '""ToO< "'°' '" oN< "( AND ALLOWS SELECnON OF THE MOST APPROPRIATE PLANT MATERIALS. TO IMPROVE WILDLIFE ""'""""' ""'""-"""""'"'' " "'"'°' "''"" .. ,.,., """ "'"'"""' """'- lw.-if,i'';;:. '"' f ;n i>Ul '10 IO ~ k. M .UN '-""' '"' L u 3.33 SODDING: Dilu tion Type of Rate NOTt S>t· L ~":r ~AY Bf CONTJ>O:HD AT Ol'l'LL":' lr Vfl-..>-'0 l'<>'>ll~C. I I' I o' " JlL CRC•TL ~P.O llLC~< (Adhe~ive: Wate r) Nozzle Gallons/Acre INSTALLATION OF A PERMANENT GRASS STAND FOR STAB/LIZA TION OF FINE-GRADED DISTURBED AREAS. 3. ATTACH THE FIL T£R FABRIC TO 4 4. BACKFILL AND COMPACT n-IE CROSS SECTION ",.' 3.36 BIANKFT MATTING· THE WIRE FENCE AND EXTEND EXCAVA T£D SOIL. ,1 , 1 ,1,1 , I l,1,1 . I :, i. INSTALLA nON OF A PROTECnVE COVERING OR A SOIL STAB/LIZA nON MAT ON A PREPARED PLANnNG IT INTO THE TRENCH. Anionic J AREA OF A STEEP SLOPE OR CHANNEL TO AID IN THE CONTROLUNG EROSION ON CRITICAL AREAS. Asphalt Emulsion 7: 1 Coarse Spray 1,200 f~--~ , + , -1-- ,, • 1\ - Latex Emulsion 12.5;1 Fine Spray J J8 TREE PRESERVATION AND f'ROTECTIQN· ,,- ,.. ,,. --j- PROTECnON OF DESIRABLE TREES FROM MECHANICAL OR OTHER INJURY DURING LAND DISTURBING AND CONSTRUCnON ACTIVITY. TO ENSURE THE SURVIVAL OF DESIRABLE TREES WHERE THEY WILL BE EFFECTIVE FOR EROSION AND SEDIMENT CONTROL, WATERSHED PROTECTION, LANDSCAPE Resin in \\later 4:1 Fine Spray 300 ,,.,,.. ,.. .o..- ~..- .0... ·- - ,.. ... ,. ,,. ·~ .-- ,,. ,~ q ,.. ,.. \'-Ll ,--· ..,i.---.- · ,r.,.,,,, __ Acrylic Emulsion m· ,,. ,,. BEAUT/FICA T/ON, DUST AND POLLUTION CONTROL, NOISE REDUCTION, SHADE AND OTHER ;o;,. ,,.. >t 51• ... ,~ ENVIRONMENTAL BENEFITS WHILE THE LAND IS BEING CONVERTED FROM FOREST TO URBAN- TYPE USES. (Non-Traffic) 7:1 Coarse Spray 450 ,!--_ ""-,. I ,.. ,,,. ,... '"'' .,... ,.. •r "" ,,- '~ ,,. APPLIES IN TREE-INHABITED AREAS SUBJECT TO LAND DISTURBING ACTIVITIES. Acrylic Emul>ion -----i '" ,.,. ,... ' "'" ,,,.. ,.. ,.. ,,. , ,. 12' •.. ,,. '>T ,,,. ,.. , •• LEVEL SPREADER WITH !~ I GID LIP ,~,. · ,~ (T raffic) 3.5:1 Cullrsc Spray 350 oo• ••• ,m' 1,,- ir '' 12' , ,. ,,,. ,,, s NOTES, EROSION CONTROL NOTES - PHASE k \ ""----ss 1. THE EXISTING RAINWATER HARVESTING SYSTEM ADJACENT TO THE 1. TREE PROTECTION FENCING SHALL BE IMMOVABLE CHAIN-LINK FENCING EXISTING MAINTENANCE BUILDINGS SHALL BE DISASSEMBLED AND PER THE TREE PROTECTION DETAIL ON SHEET13. CONTRACTOR SHALL TAKE I ' REMOVED FROM THE PROPERTY PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL CHECK SILT FENCE EVERY 5 DAYS OR AFTER A MAJOR RAIN EVENT TO ENSURE NO EROSION OR SEDIMENT HAS CONTAMINATED ADJACENT SITES. 3. THE FUELING TANK SHALL BE PLACED IN AN IMPERVIOUS OPEN-TOP DUMPSTER. THE DUMPSTER SHALL CONTAIN FUEL IN THE EVENT OF A I I I I I , I ALL NECESSARY PRECAUTIONS TO PROTECT THE EXISTING TREES AND CRITICAL SLOPE AREAS TO REMAIN UNDISTURBED. 2. ALL SILT FENCE SHALL BE WIRE REINFORCED AND INSTALLED WITH (6) FEET ~- . J STAKE SPACING. 3. SEDIMENT TRAPS SHALL BE DESIGNED TO CONTAIN A MINIMUM WET AND DRY VOLUME OF1.5TIMES GREATERTHAN THE MINIMUM STATE \... !8" R6(' w_ _ _\'.i----- \ I I I 1st STREET sourn I ' "%>~--=::::::::::=:~ I I SPILL. CONTRACTOR SHALL ENSURE VOLUME CAPACITY 1510% LARGER REQUIREMENTS. THESE TRAPS HAVE BEEN DESIGNED FOR THIS {VAR. WIDTH PUBLIC R},W) I '" THAN THE MAXIMUM VOLUME OF STORED FUEL. SHOULD THE CONTRACTOR OPT TO NOT STORE THE FUEL IN A DUMPSTER, THE STORED FUEL SHALL BE COMPLETELY SURROUNDED BY A 2' DEEP, 2' REQUIREMENT, SEE THIS SHEET FOR DESIGN SPECIFICATIONS. I I w I I \ POSSIBLE. CURB TO ACT AS A CLEAN I . ,; z I WIDE EARTHEN BERM WITH A HEAVY MIL POLYETHYLENE LINING. "---,,,~ I I I I LOCATION OF \ \ THE CLOSED SYSTEM STORM S . c; z PORTA-POmES \ ,,,w z .. .·:~ ': ·,.;.. '· .•..•. _..r· .... ~ -'..~ ~ . ~· ~ ,,. ..·....... , ~· ' .. :J 0 .. g .. · ~ · /·.·· u ._ - - - - - - - -iO&- - - - - - - - - - -_,,,_,/'.._ ~ ,~ < 4 ~ c • I . •·.. I . .:< lo . ....... .. 0 • / / / / / • . .'i . . , ; j. L---~:;:< .....-.,- , ?! .. ~··· ..• .. ....i-··. ·" f z / 0 CITY DEFINED CRmCAL SLOPES FROM CONSTRUCTION ALONG 1st ST 5 & / 5:::;> I HARTil1ANS MILL ROAD. IBESE I u I CONT . Q~ SHJ\l.l..iNsTALLA U"l I CRITICAL SLOPE ARES HAVE SLOPES w I GREATER THAN 25% P~~~~E~~E~T~c~6~.L~~~\t°~PO~E~R~~~~~D R/W DI ERSIO.N ·ACROSS THE: CON UCTION. E~T(l;..NCE , . 0 z I EXISTING BENCHES, CHAIN llNK • LARGELY IN CUT so CONSTRUCTION CONp moNS MAY ELIMINATE THE NEED FOR A STOq : ~ EXISTING SIDE\111\LK TO BE DEMOllSHED \ I I I I I I ' " I ~ I I I \ \ I \ I I I ' ~ ( \ • : I FLOW ARROW, TYP. I I J INLET PROTECTION, TYP. SURROUNDED BY SILT I I I I .... ·"'· .... ·. •: 1L--- - - ....·.· . \ I \ \ I I PROPOSED CRITICAL SLOPE \ \ \ '\ • • • SOIL TYPE 121C / / I EXISTING BASKETBAl..l. COURT, GOA~~~;:~;---.7~~. ENCE AND FLOC LOG FOR ED PROTECTION FROM . ENTIAL FUEL SPILL. ·' .. ' .. .. IL--- - - "' ·" u u I IMPACTS \ l-----<--+--1---+-+--+-+---l .o I • II llGHTING & FENCE TO BE DEMOllSHED \ _ EXISTING BUILDING ::_.;.·:'. '- ~Hfijtj)/{ - c '\ '\ ~ EXISTI ~ G CHAIN llNK FENCE • I TO REMAIN cr')""0"-i . ~'~\---_::_o..~~ o:::-:~ 0 IN THIS AREA TO BE UTILIZED- \ '\ • I ,,.. ~~- ·. ·•..-~........ ~~- .•... ' w "'b, u FOR TREE PROTECTION \ • II ST#2 ~ 00 ·: \L - - - - - I I \ \ • ---©-- I 1.15 ac. \ \ '" 0 § u ~ -89a-- - - - - - - - _,I 0 I ' LOCATION OF ~ ~+ --- \ 'i:/1J;-f++Jij1 i 15cy DUMPSTER -\- \ / ST#l 0.71 ac. • EXISTING GARDEN &-;-"'I:'"""::::-...__ / ~~. ~ .. ei1STING sf>IGot s l'o iiE . ··.. ·tiEMOllSHED : LATERAL TO ilf .. I I ~ c en I ::E ...... c w a.. 0 t" c c. ~ I UJ l!J (f) L 0 PROPOSED TEMPORARY CHAIN llNK 0_J (/) o?S 0• FENCING WITH FILTER FABRIC SILT TP S a::: r- z ~ z FENCE ATTACHED TO IT. <( J: z 0...... CJ w (f) - ---.. ---.. w ~ b2 ~ 0 0::: UJ • .0 -----.. --.... PROPOSED 24''1-SL:OPE DRAIN --...____ ..... ...... ~ 0 PROPOSED LEVELS PREADER W/ RIGID LIP - ,-.,_.1---- 1 Inspections occur on the same frequency as other construction activities; I- <( UJ c >, LENGTH=lO', WIDTH .:to1..-DEPTH=6" LS' ... fXPOSEO SANITARY LIN[ c (3) Control measures are inspected along the construction site 0.25 miles above => a.. E Ul 20' TRANSmON INTO LEVEL SPREADER and below each access point (i.e., where a roadway, urx:listurbed right-of-way, or (f) AT !~SLOPE T.O.P. = 361.96" . <( ~ -... ........_ ........_ .._ .._ other similar feature intersects the construction activity and access does not u en c '.-----------1\ ...:;==== ·-" ' ~=--- - 1 ------- ~ --..._ / z ~~ compromise temporary or permanent soil stabilization); and 0 ~ ~ ~ - 1 --- -...:._ - e- ---- 1 --- I _ IHL 3 (4) Inspect.ion locations are provided in the report required by Part II F. ~ ~.,.~ r-W I O.._J "ii'z w I I I I ,. / /--::.-~, , , ''- "" ------".(// / - -3$- -- \ _ ,_ '- '--...., --.__ -~ '- '-...., - ,.... W ,,,, r <( w z c; - I I I I I I - - ____,.,... / ~-- - .,___ ' '-, -~-- "'"' / / --;. I - -=_:::._-- - -£98- - '}:' _::::._--:_- - ·, -==··-·-::8.BG_, '-:- ._,, . ___ --~ -. . . ___~_ BiJfJ- - - - - - - ---...__ - LL. I- en ~ ....J :::> I- ,,,w a.. z -7'~-~ .._--...:::36./~-:.._---- ------------- - 0 W z :J I I ...J (/) \ - ,,.,.., ........ · : _-...;;;-...--;;, :::.._ ...... . . . . . - - - ; - - - - - - - .... --......... ~ ~---- ~- ~ 0 I I U 7 0 I- '- PROPOSK"R;~(o;AUL' -::::-~ ~- - .=-- - - ~/ ~ - --.:_-.:_-.:_- ~ - I --- ----- -- I I I --- ---- / I - - - w r- z 0 Sediment Trap #1 Design drainage area (acres) (<3) 0.71 ~ -- 1 CAE STOFSJ(IHE Wf Jft I'"I "'""I. I I ·~ · I Sediment Trap #2 Design drainage area (acres ) (<3) 1. 15 ""'""' I I I I I - ~ -.._ D=1. I \ _ --::::'.';:::: 1 ~=8', W=3' : I ). - I j. ;::;~ '-;. / -7 -~r I .. I " I I I fXPOSfD SANITARY L/Nt .__ "$4-\ T.O.P. = 361.JI' -:::._-:::._-,,.. -- r \ -=::-:__----- ~ ~ ~~-B9ir._~::_-:::_-::::..__ -'-....._., \ ~ - - ---- - - - -- - - - - ~_ - __ _ """"' -...._ --:::, ...J 0 0:: 0:: <( (!) W W ~ Q U ~." ~ c. ~ ~~- · ---"'~ ~~~.......... """"" =· ~""--..--..._ _...-.:::±-- ~ t rap \O lumes · trap m lumes: I L ____ _J I ...--r- ---- --=- -- 0 L_ -5 > . . . .,........._~ -----~- 1 \ /"/" ) --~--~--~- u . . ., g ~ elevat ion (ft ) area (sf) \Olume(cf) -..o lume(cy) elevation (ft ) area (sf) volume(cf) \O lume(cy) I o r- 386 480 0 0.0 l>RY StORAGE 386 600 0 0.0 ORYSTORACi E I - --------- I m 1----- _ _ __,...,. ~- -:.._-:::::_ ~ - C'J (/) 387 610 544 20. 1 387 890 740 27.4 1 / / -- -- 1 \ 1 - - - - - - - - - - - - - _ / PARCEL LIMITS, TYP. -~::.r,_,._ - - - - - - - - - - ---~ - - -...__ ~ ~ 388 750 1,222 45.3 388 1215 1,789 66.2 -I· ...- I 0 ___.. ...- I - - - - - - - - - - _-c._--.__"""-1= =:: - .:::- - ~ 389 390 391 890 1200 1530 2,042 3,083 4 ,444 75.6 114 .2 164 .6 MlSTORA} ....... "'''' " nN. 389 390 39 1 1575 1970 2380 3, 180 4 ,948 7, 120 117.8 183.3 263.7 WET STORAGE (OICAv.ml) ..."""''.... nN. _.../ \ \ --. I \ ~ ss \ ss I ss - ..--- ss ss ___. -;s I SS SS I \ -- l/l ti T"""'I ~ 2 ~ 392 1890 6, 151 227 8 • sa: J>Un: 3.1.\-1 392 2780 9,675 358.3 • SO: l'lAIT 3.13- 1 I '-, I I -----~ I SS -,.i --i -- § ~ ~ I ' l_ \- - __.,- / / "'--t----s"'; ~ .g iJ5 wet storage: wet storag e: I - ~ -----_ I '- I ,... I 1------t"" JOB NO. wet storage required (cy) (67kDA) 47.6 wet storage req uired (cy) (67*DA) 77. 1 I ~~ '- I ~ \ ,,-/ L -5 bottom of stone we ir (ft ) 389.0 (Wet volume provided is 1.59 times more than th e minimum r equire ment) bottom of stone weir (ft) 389.2 (Wet volume provided is 1.70 times more than the minimum requirement} --.,,_ '- I - ,--- 182158 ° Vl"et storage provided at th is elevation (cy) 75.6 (Dry volume provided is 1.87 times more than the minimum requirement) wet storage provided at thi s elevation (cy) 132 . 0 (Dry volume provided is 1.70 time s mo re than the minimu m requirement} I ~~ , '-! II ~APHIC SCALE 1 1------1 ~ s lope of v1et storage sides 1:1 slope of v1et storage sides 2: 1 I --.,,_ ' " - ---- - 20 0 10~ 20 .. I so SCALE weir length (ft) (6xDA) 4.3 weir length (ft) (6xDA) 6.9 I ~~ -..--..._ ' '-' '- '-- I ----- ~ ...- ••• ____--- l "= 2 0 1 2'0 dry storage· bottom o f trap elevation (ft) 386 dry s torage: bottom of trap eleVcltion (ft) 386 \ --.... '-.... '\ \ \ •••••• ~ oo dry storage required (cy) (67*DA) 47.6 OOttom t ra p dimens ions: 9'x50' dry storage required (cy) (67"' DA) 77.1 bottom trap dimensions: 14'x55' \ -........._ \ ' \ '\ \ \ _...,.,,,...... _,,, f--------1 § crest of s tone we ir 39 1. 0 top of dani elevation (ft) 392 c rest of stone weir 391.0 top of dam elevation (ft) 392 \ __ \ \ \ \ \ _J_ ( IN FEE:r',,..-) Y SHEET NO. ~ dry storag e provided at this el evation (cy) 89.0 top v1id th of dam (ft) 5' min. dry storage provi ded at this elevation (cy) 131.7 top width of dam (ft) ~ 5' min \ - -.. \ \ \ \_ \ - __ 1 inc~=_. . . .20 ft. _,,.// \ 14 L..---'~sl~o~pe:...::o~fd~~"--'s~t~or~a~g~e~s2id~e~s_________2~:~1_ _ _ _ __.:t~o~p~tm :.::.!:p~d~im::::::e~ns~i~on~s:__________~2~7'2x~68~'---__J'--'-'s~lo~p~e~o~f~d~~~s~t~o~ra~g~e~s~id~e2s_________~22: 1_ _ _ _ _ _12o~p~t2ra~p-d2i~m~e2ns21~o~ns;__________~5~0'~x~79~'----''-..&.---.._-----------"""--.. ....-.... _~~....---~'-~'..__...____________...__ _._ _ _ _ __.__-_ _~ _ _ _ _ _ _.____________.__________._,,. -----'--.._...&.________...________.~ "--,-------------"-....--- NOTES: 1. THE EXISTING RAINWATER HARVESTING SYSTEM ADJACENT TO THE EXISTING MAINTENANCE BUILDINGS SHALL BE DISASSEMBLED AND 0 / O I - I I \ ' • I \ REMOVED FROM THE PROPERTY PRIOR TO CONSTRUCTION. I O; ~ 2. CONTRACTOR SHALL CHECK SILT FENCE EVERY 5 DAYS OR AFTER A MAJOR / ~ RAIN EVENT TO ENSURE NO EROSION OR SEDIMENT HAS CONTAMINATED / ADJACENT SITES. / / SS 3. THE FUELING TANK SHALL BE PLACED IN AN IMPERVIOUS OPEN-TOP / DUMPSTER. THE DUMPSTER SHALL CONTAIN FUEL IN THE EVENT OF A SPILL. CONTRACTOR SHALL ENSURE VOLUME CAPACITY IS 10% LARGER THAN THE MAXIMUM VOLUME OF STORED FUEL. SHOULD THE CONTRACTOR OPT TO NOT STORE THE FUEL IN A DUMPSTER, THE STORED FUEL SHALL BE COMPLETELY SURROUNDED BY A 2' DEEP, 2' WIDE EARTHEN BERM WITH A HEAVY MIL POLYETHYLENE LINING. ~Ito \\\ ~;,i ";;: . :• ..... ..· - --- \~ z 0 .•• ii: -------~ • • • ' OCATION OFJ BJ •....· "I I B U'l -- w ... .. RAIN ....,... ··~ . ..... - I 0 z •. - ----€)--- - I - - A- -- ,---/ ) -- 0 Ul ~ ....• .n-" ----~!!""" • "' 2BR lBR lBR 2BR I .. I c I 0 / .J .:.\L-__,:_--- :e . 0 c ' I ~ \ "c0 u • • 2BR 2BR ..... i;;: LL • • -?_ :\ 'O ~Ill c \ 0 al~ I ~Y.;=: . ,::::: _'="', .. ·; I :;v 2BR lBR lBR 2BR / \ ~ c \ 3BR (2nd & 3rd) / ' . ~·; ':m\- - - - ' / I L ' "-'- 'O INLE .· I. 1,,' I .•. .. f---l--+--f--+-+--+-.J.--1.n 3' \ PROTECTI 'TYP. I .. • 11 _ _ __ c \ ,Q \ \ \ /f I I ' -•'· .'. -.. ' ~. ·-·a- ~ u 0 .b \ \ _-r---- 1 ..... ,.IL - - - "0 c '~\lll~~'fjj~1"1>t#~1 u \ \ "' . . , ... . >\ .. /1 ~I I .. ..... - - - ""'IL 1--~--'~-'-~L-..L,.-J~...l.......l.,.....J...-I~ B ~.• • ·.•· .. · I .. ·:::> . t ....· ...· ·.·. // ! \ _ EXISTING BUILDING "'-~ ' lf.,'-+"""~· ~'"r'·,,,,,-: :~. -~ · . ~::~ .: .. .J°'·'-'..+-.....Jri ---~ z w LENGTH=lO', WIDTH=f0',-DEPTH=6" LS ~ ., -.. . . . .... ~ (/) 2o' TRANSmON INTO LEVEL SPREADER . . . . ._ -........ -....... - z --. A T1°'1!.._SLOPE ......._......._ -......:-=:-. ,... -·- ::J . . . _. . . _ ......... _ ' ----=---~- ------. • --- ~ 0 u -.............._ ---- ----:._- - - - - - - - -\·-'368-- - ---~ I --------- &- I I- I I I I I -- 1 I I I I I I I GRAPHIC I I 20 0 10 20 - 00 I I I ( IN FEET ) I 1 inch = 20 It. I NOTES: 1. THE EXISTING RAINWATER HARVESTING SYSTEM ADJACENT TO THE EXISTING MAINTENANCE BUILDINGS SHALL BE DISASSEMBLED AND REMOVED FROM THE PROPERTY PRIOR TO CONSTRUCTION. O / O I I O; ~ \ 2. CONTRACTOR SHALL CHECK SILT FENCE EVERY 5 DAYS OR AFTER A MAJOR / ~ RAIN EVENT TO ENSURE NO EROSION OR SEDIMENT HAS CONTAMINATED / ADJACENT SITES. / / SS 3. THE FUELING TANK SHALL BE PLACED IN AN IMPERVIOUS OPEN-TOP / DUMPSTER. THE DUMPSTER SHALL CONTAIN FUEL IN THE EVENT OF A SPILL. CONTRACTOR SHALL ENSURE VOLUME CAPACITY IS 10% LARGER THAN THE MAXIMUM VOLUME OF STORED FUEL. SHOULD THE CONTRACTOR OPT TO NOT STORE THE FUEL IN A DUMPSTER, THE STORED FUEL SHALL BE COMPLETELY SURROUNDED BY A 2' DEEP, 2' WIDE EARTHEN BERM WITH A HEAVY MIL POLYETHYLENE LINING. .-: ·:.•..· :.·.••·• .. -.!: ..... ~Ito \\\ 412 ~;,i ·. .. ....· . --- ' . ··-1·· • • • • • • • -: . ..• . -------~ OCATION OFJ BJ •....· / -- •. ... .. RAIN - ---@-- - I - - A- -- 2BR lBR lBR 2BR I c 0 / .J :e 0 c I I I ~ •c0 u 2BR 2BR i;;: LL ' -?_ \ ., .i ., ~Ill al~ . ~.~.~.~~~-.~.~. : I :\ "O c 0 I 2BR lBR lBR 2BR • • • • / \ ~ c \ ::; """ / I I I I .. ·.· . INLE 3BR (2nd & 3rd) 1,,' I / I I .•- >----+~+--+~+--+~+--+---'~ "O 3' .. \ PROTECTI 'TYP. I ··· 11 _ _ __ c \ .Q \ \ \ ' .j' .. I /f . ' ~. ·-· 11- •' . '. -.. - '. ~ u 0 .b I • \ \ \ \ .I _-r--- 1 "' ....• ,\.L-- - - c 0 u \ " " \ /1 ~, I ~I .. .::,, ---- ·. ·;11- ·.•· .. · 1--~--'~-'-~'---'-..............................-I~ .B "'-~ \ I // ! 1/ ::E c en I ....... t 0 UJ c... 0 w 0 0. 2BR 3BR ~ c 3BR 2BR I (/) PROPOSED CRITICAL SLOPE IMPACTS 0_J w (/) b: w z ::J ~ 0 u u z 0 u GRAPHIC SCA 20 0 10 20 A l 36"0 MAX., HS-25 ACCESS CASTING WITH GRADE RINGS AS REQUIRED, TO REINFORCING TABLE BE PROVIDED AND INSTALLED BY **BEARING cMP CONTRACTOR. MAY BE TOP MOUNTED I 0CMP - TEMPORARY COVER FOR (AS SHOWN) OR RECESSED. ll'. w A 80 REINFORCING PRESSURE CONSTRUCTION LOADS PROTECT ION~ > rL RISER RIM/FINISHED (PSF) s LAB 0 >- FINISHED GRADE GRADE ='~c:::::c:::::c:::::-_=_f_-::=::=::=::=s:= VARIES () f- 035791 ~ #5@ 10" OCEW 2,540 HEIGHT OF I I I- - t__ _.::::"' . N 24" 4'0 26" COVER-i_____~~~-'--L~~~~~~~~~~~~~~~~~~~~~~---' ' - I I - 4'x4' #5@ 10" OCEW 1,900 ""ii_ ____ ~· " ~ ..:!jI ....,.. . <1 I __ .:!:.._..;._.....,l_,r-.....;:;_ _ __,;.f-_.:i..;;,._:::...,... 9 "'I " .:1 I · . '1' c1~ I . " ,._ " 30" 4'-6"0 32" #5@ 10" OCEW 2,260 '-' z a: I < ' 4'-6" x 4'-6~ #5@9"0CEW 1,670 LI. LI. ~ 5'0 #5@9"0CEW 2,060 z 0 CMP RISER ~ 36" 38" '-' 1-----.-..,..-.--..,..-..,-..,......,-..--1z GA SKET MATERIAL _ / 5' x 5' #5@8"0CEW 1,500 SUFFICIE NT TO PREVE NT J<' "'rL>- iiiw LI. .:::: wrrel ......._ 5'-6"0 #5@8"0CEW 1,490 vc SLAB FR OM BEARING ON CONSTRUCTION LOADS RISER TO B E PROVIDED BY ' c0 42" 5'-6" x 5'-6g 44" #5@8"0CEW 1,370 z Q_ (ii cc FOR TEMPORARY CONSTRUCTION VEHICLE LOADS, AN EXTRA AMOUNT OF COMPACTED COVER MAY BE REQUIRED OVER THE TOP OF THE PIPE THE HEIGHT-OF-COVER SHALL MEET THE MINIMUM REQUIREM ENTS SHOWN IN THE TABLE BELOW CONTRACTOR. 0B "' Cl 48" 6'0 6' x 6' 50" #5@ 7" OCEW #5@7"0CEW 1,210 1,270 THE USE OF HEAVY CONSTRUCTION EQUIPMENT NECESSITATES GREATER PROTECTION FOR THE PIPE THAN FIN ISHED GRADE COVER MINIMUMS FOR NORMAL HIGHWAY TRAFFIC. SECTION VIEW "ASSUMED SOIL BEARING CAPACITY -" c AXLE LOADS I ACCESS CASTING NOT SUPPLIED BY CONTECH I "cc PIPE SPAN, c (kips) INCHES 18-50 I 50-75 MINIMUM COVER (FT) 75-110 I 110-150 A B -•" ~ c #4 DI AGONAL TRIM z 12-42 2.0 2.5 3.0 3.0 0 #4 DIAGONAL TRI M BAR (TYP . 4 PLACES) , 48-72 3.0 3.0 3 .5 4.0 BAR (TYP. 4 PLACES), SEE NOTE 7. ~ U) z "' SEE NOTE 7. 78-120 3.0 3.5 4.0 4.0 u - (fl 126-144 w 3.5 4.0 4.5 4.5 0 0 ..... -> z 0 -•• L c L "MINIMUM COVER MAY VARY , DEPENDING ON LOCAL CONDITIONS. THE CONTRACTOR MUST PROVIDE THE ADDITIONAL L J J ( fl COVER REQUIRED TO AVOID DAMAGE T O THE PIPE . MINIMUM COVER IS MEASURED FROM THE TOP OF THE PIPE TO c U) ~ c THE TOP OF THE MAINTAINED CONSTRUCTION ROADWAY SURFACE . ..... -" ~ c CONSTRUCTION LOADING DIAGRAM > w t c c NOTTO SCALE OPENING IN PROTECTION OPENING IN PROTECTION SLAB FOR ai=: -c "cc c SLAB FOR ACE SS ACCESS INTERRUPTED BAR REPLACEMENT, INTERRUPT ED BAR SEE NOTE6 . SPECIFICATION FOR CORRUGATED STEEL PIPE-ALUMINIZED TYPE 2 STEEL REPLACEMEN T, SEE c c SCOPE HANDLING AND ASSEMBLY NOTE6. "C THIS SPECIFICATION COVERS THE MANUFACTURE AND SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE STANDARD REINFORCING , STANDARD REINFORCING , 0B f---+~+--+~+--+~f---+---'L "' c INSTALLATION OF THE CORRUGATED STEEL PIPE (CSP) DETAILED IN NATIONAL CORRUGATED STEEL PIPE ASSOCIATION (NCSPA) SEE TABLE SEE TABLE c THE PROJECT PLANS. "'cc MATERIAL INSTALLATION SHALL BE IN ACCORDANCE WITH AASHTO ST AN OARD ROUND OPTION PLAN VIEW SQUARE OPTION PLAN VIEW -" c c c THE ALUMINIZED TYPE 2 STEEL COILS SHALL CONFORM TO THE APPLICABLE REQUIREMENTS OF AASHTO M274 OR ASTM A929. SPECIFICATIONS FOR HIGHWAY BRIDGES , SECTION 26, DIVISION II OR ASTM A798 AND IN CONFORMANCE WITH TH E PROJECT PLANS AND SPECIFICATIONS. IF THERE ARE ANY INCONSISTENCIES OR NOTES 1. DESIGN IN ACCORDANCE WITH AASHTO, 17th 7. TRIM OPENING WITH DIAGONAL #4 BARS, EXTEND BARS A MINIMUM OF 12" BEYOND OPENING , BEND BARS AS REQUIRED TO MAINTAIN BAR COVER -c PIPE CONFLICTS THE CONTRACTOR SHOULD DISCUSS AND RESOLVE ED IT ION AND ACI 350. THE CSP SHALL BE MANUFACTURED IN ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF AASHTO M36 OR ASTM A760 . THE PIPE SIZES, GAGES AND CORRUGATIONS SHALL BE AS SHOWN ON WITH THE S ITE ENGINEER. IT IS ALWAYS THE RESPONSIBILITY OF T HE CONTRACTOR TO FOLLOW OSHA GUIDELINES FOR SAFE PRACTICES. 2. DESIGN LOAD HS25. 3. EARTH COVER • 1' MAX. 8. PROTECTION SLAB AND ALL MATE RIALS TO BE PROVIDED AND INSTALLED BY CONTRACTOR. 9. DETAIL DESIGN BY DELTA ENGINEERS, ARCHITECTS AND LAND z -- c c THE PROJECT PLANS. ALL FABRICATION OF THE PRODUCT SHALL OCCUR WITHIN THE UNITED STATES. 4_ CONCRETE STRENGTH = 4,000 psi 5. REINFORCING STEEL= ASTM A615, GRADE 60. SURVEYORS, ENDWELL, NY. ~ ::5 a_ L "> " <: z c 6. PROVIDE ADDITIONAL REINFORCING AROUND w - L OPENINGS EQUAL T O THE BARS INTERRUPTED, MANHOLE CAP DETAIL ">c MATERIAL SPECIFICATION HALF EACH SIDE. ADDITIONAL BARS TO BE IN THE I- -"" NOTTO SCALE SAME PLANE. NOTTO SCALE - C f) _J L c • ""c E <( c -- z N > c 0 c w "NOTE: WHEN RISER EXTENSIONS ALL STEEL PER ARE USED, THE PLANT SHOULD O'l ---=-t-;7---iol_ FLAT BAR AND REBAR: MILL TOLERANCE APPLIES RI w ~ w UJ 0 -c c +-+---+ \ 6" FROM RUNG TO RISER JOINT z _J _J > Cf) <( z :r:UJ 1- c L "C" c - 12"TYP. [ lig" HOLE wl 7\" *3" FROM BOTTOM OF LADDER 0 CENTER TO CENTER RUNG SPACING "' REBAR RUNG, WELD REBAR TO RUNG ON RAIL TO RISER JOINT CJ) a_ ::E UJ -c L c -~=~- j OUTSIDE OF STEEL RAIL j (2) );," FILLET WELDS 1" LONG FROM EACH ANGLE w I- I (.9 c c ~ 2Y," x %" FLAT BAR S IDE RAIL TO LADDER RAIL I- <( PLAN SIDE PLAN 0 _J Cf) z<( NOTES: 1- z 1. LADDERS CAN BE MADE IN 20'-0" STANDARD LENGTHS AND CUT TO FIT "3" FROM TOP OF LADDER Cl'.'. ::E z c 2. ALL MATERIAL TO MEET ASTM A36 RAIL TO RISER JOINT 0 +--+-----+ <( 3. LADDER TO BE HOT DIPPED GALVANIZED PER ASTM A-123 AFTER 6" FROM RUNG TO I c::: FABRICATION IS COMPLETE RISER JOINT 0 w UJ STANDARD LADDER DETAIL NOTTO SCALE PART NO. HALAGVL 16 w ~ w . ~ ~ ~ ::E -c <( 0c::: c PROVIDE MINIMUM OF 4 ATTACHMENT 1- > c ::J a_ 1- E ll1 ANGLES (2 ON EITHER SIDE OF LADDER RAIL) TO CONNECT LADDER TO RISER EXTENSION "Cc CJ) <( (f) c '-' 1- z :r: z RISER w/ LADDER AND STEPS w UJ a: LI. IF EXTENSION IS REQUIRED w I 0.. LI. vc z I- 0 cc Cf) RISER w/ LADDER AND STEPS (4)J.'1e" FILLET WELDS FROM EACH ANGLE TO CORRUGATION CREST ~~--~~---~ ----.___i I- w -c (2 WELD EACH SIDE) Cl'.'. 1- t > (2):Y," FILLET WELDS 1" LONG -- ------- '=-It---- -~ ...J Cl'.'. <( w "cE AT TACHMENT ANGLE 0 L3" x 3" x ~e" L3" x 3" x 7Ja" I (9 w c L L5" x 3" x~" x 16" LONG AT 1'-0" MINIMUM OF 4 ANGLES PER s1/," LONG 5)'.i" LONG --=-1 0::: "> ·c;: 0 SPACING. LONG LEG TO LADDER SECTION, (2 EACH SIDE OF 0 MAINLINE CMP 1'-6" PROJECT OUT. WELD TOP AND BOTTOM OF 3" LEG TO EACH LADDER) 6' MAX. SPACING VERTICALLY 0 N I-- Cf) ~I 27'.i x Y,, 5 x 1, 3 x 1, ETC. CORRUGATION CREST I u MAX (THESE ANGLES SHOULD BE USED FOR LARGER DIAMETER SECTION A-A -1-1 ~ ll. ~ MAINLINES WHERE ADDITIONAL STEPS ARE NEEDED) f- lf) ~ t:" ! LADDER u,.....-1 .--- ~ AND RUN LU tJ:j E ~ ~ ~ NOTE: THIS DRAWING IS INT ENDED TO APPLY TO LADDERS INSTALLE D IN RISERS HAVING A D IAMETER OF 30" OR "- (fl "C ELEVATION t----~--t"C LARGER DUE TO SPACE CONSTRAINTS AND LIMITED JOB NO. -_, a: III ACCESSIBILITY, THE PRACTICALITY AND SUITABILITY OF UTILIZING RISERS SMALLER THAN 30" DIAM ETER RISER LADDER DETAIL 182158 c c AND/OR INCORPORATING LADDERS IN THESE SMALLER NOT TO SCALE t---SC_A_L_E---1 ~ " u DIAMETER RISERS SHOULD BE ADDRESSED BY THE "Cc OWNER AND PROJECT ENGINEER c AS SHOWN 1-------t~ " SHEET NO. c 18 "" -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------.... ~ .... L " 2/28/2019 Charlottesville, VA Code of Ordinances Chapter 29 - SUBDIVISION OF LAND ARTICLE I. - GENERAL PROVISIONS Sec. 29-1. - Short title. This chapter shall be known, and may be referred to and cited as the City of Charlottesville's "Subdivision Ordinance." (4-21-08(1)) Sec. 29-2. - Purpose. The purposes of this chapter are to: (1) Improve the public health, safety, convenience and welfare of the citizens of the city, by assuring the orderly division of land and its development; (2) Implement the comprehensive plan and the policies stated in section 34-3 of the zoning ordinance through the standards and procedures established herein; (3) Assure that the development of the city is consonant with e cient and economical use of public funds; (4) Assure that improvements required by this chapter will be designed, constructed and maintained so as not to become an undue burden on the community; and (5) Integrate the subdivision approval process with the city's local stormwater management and erosion and sediment control programs, in order to make the submission and approval of plans, issuance of permits, payment of fees and coordination of inspection and enforcement activities more e cient. (4-21-08(1); 5-19-14, § 1, e . 7-1-14) Sec. 29-3. - De nitions. Agent means (i) the director of neighborhood development services, or their designee. The director of neighborhood development services or designee shall have the authority to sign any nal plat on behalf of the city. Alley means a form of vehicular travel way providing access to the rear or side lot line of abutting properties that front along streets. Unless dedicated to and accepted by the city, an alley is privately owned and maintained, is intended to be used primarily by the owners and occupants of the abutting properties and persons and vehicles providing services to those properties (including emergency vehicles) and is not intended for through tra c. Boundary line adjustment means a type of subdivision in which one (1) or more lot lines are relocated or altered so that the land exchanged is added to and becomes part of an existing lot and no additional lot is created. Commission means the planning commission for the City of Charlottesville, created by the city in accordance with Va. Code § 15.2-2210 and charged with promoting the orderly development of the city and its environs. The chairperson of the commission or their designee shall have the authority to sign any nal plat on behalf of the city. Common area means an area shown on a plat that is not a platted lot for sale but is either owned or will be owned in common by the lot owners within the subdivision or, if not owned in common, is available for the common use of the lot owners within the subdivision. 1/40 2/28/2019 Charlottesville, VA Code of Ordinances Control point is a known latitude/longitude (or X/Y) geographic location obtained in the eld using either a global positioning system or other location-determining equipment, acquired in a manner that will yield an X, Y position that can be demonstrated to have sub-centimeter accuracy, and whose position coordinates are expressed relative to the North American Datum of 1983 (NAD 83). Critical slope refers to the portion of a lot that has a grade in excess of twenty- ve (25) percent. Developer means the person who owns, or who controls, a tract of land developed or to be developed as a unit, which is to be used for any business or industrial purpose or is to contain three (3) or more residential dwelling units. In context, the term shall be construed to include a subdivider. Development means a tract of land developed or to be developed as a unit under single ownership or uni ed control which is to be used for any business or industrial purpose or is to contain three (3) or more residential dwelling units. The term "development" shall not be construed to include any property which will be principally devoted to agricultural production. Drainage control means the removal, collection or conveyance of stormwater runo from or on property through structural facilities or other measures. Drainage district means a drainage project established pursuant to § 21-292 et seq., Code of Virginia (1950). Driveway means a form of private vehicular access from a street or alley to the interior of a lot. Easement means a right possessed by the owner of one (1) parcel of land to use the land of another for a special purpose not inconsistent with the general property rights of that owner. Easement, private means a reservation or grant by a property owner to speci c individuals or entities for their use of land for a speci c purpose or purposes, other than a license revocable by the unilateral act of the grantor. Frontage means the continuous uninterrupted distance along which a parcel abuts an adjacent street. Improvement means all utilities and facilities required by this chapter, including, without limitation: streets, turnarounds, tra c signalization and controls, sanitary sewers, potable water, gas utilities, stormwater management and erosion control facilities, drainage control facilities, curbs and gutters, and sidewalks, regardless of whether such utilities and facilities are publicly or privately owned and/or maintained. Lot means a parcel of land, occupied or intended for occupancy, appearing on an o cially approved and recorded subdivision plat and having its principal frontage on a street or one which a subdivider has been contractually obligated to install as a condition of subdivision approval and for which an adequate nancial guaranty has been furnished to the city. Lot, corner means a lot abutting upon two (2) or more street rights-of-way at their intersection. Lot, depth of. The term "depth of lot" means the mean horizontal distance between the front and rear lot line. Lot, double frontage means a lot having a frontage on two (2) nonintersecting street rights-of-way as distinguished from a corner lot. Lot, width of. The term "width of lot" means the mean horizontal distance between the side lot lines. Natural stream means a nontidal waterway that is part of the natural topography, which typically will maintain a continuous, seasonal or intermittent ow during the year, and which is characterized as being irregular in cross-section with a meandering course. A constructed channel, such as a drainage ditch or swale, is not a natural stream. Open space means an area containing water or land, or a combination thereof, that is unoccupied by building lots, streets or other improvements, and which may be vegetated, or left in an undisturbed state. 2/40 2/28/2019 Charlottesville, VA Code of Ordinances Person means a natural person, corporation, partnership, sole proprietorship, trust, trustee, joint venture, and any other legal entity. Phased subdivision means a subdivision for which a preliminary plat is approved for the entire property, and for which two (2) or more nal plats, individually pertaining to less than the entire property, are submitted sequentially for review and approval. Plat means and refers to the schematic representation of land divided or to be divided. Plat, nal means a plat upon which the plan for a subdivision is presented for approval pursuant to this chapter, whether or not preceded by an approved preliminary plat, which is in nal form suitable for recording in the land records of the City of Charlottesville, as contemplated by Va. Code § 15.2-2254 and the city's subdivision ordinance, and which has been signed by the city's agent. Plat, preliminary means a plat upon which the plan for a subdivision is presented for preliminary approval pursuant to this chapter, and which is not in nal form for recording in the city's land records. Plat reviewers refers to those individuals designated by the director of neighborhood development services whose input may, in the opinion of the director, be of assistance in reviewing a proposed subdivision plat. Property means one (1) or more lots collected together for the purpose of subdividing. Resubdivision means the division of land by subdivision, where the land being subdivided is the subject of a previously- approved and recorded subdivision plat. Shared driveway means a private vehicular access to only two (2) lots which have frontage on a street and which are authorized by this chapter and by the city's zoning ordinance. Sidewalk means a paved pedestrian way designed to meet city standards. Sta means employees of the city. Standards and Design Manual. The City of Charlottesville has adopted the Standards and Design Manual to regulate new street and alley construction, stormwater management, erosion and sediment control, potable water, gas utilities, tra c and transportation, bridges, retaining walls and other related structures, and potable water and sanitary sewer systems and related facilities. Street, private means any street or other way or means of vehicular access that is not designed, constructed, bonded or approved to be maintained by the city as part of its urban highway system regardless of ownership. Private streets are prohibited except pursuant to townhouse developments under City Code section 34-388(b). Street, public means an area that is encompassed by a right-of-way dedicated to public use for vehicular travel and accepted for maintenance by the city as part of the city's public street system. Any requirement of this chapter that refers to an existing public street shall mean a public street currently maintained by the City of Charlottesville. Street right-of-way means the total width of the strip of land dedicated to the city in fee simple for public use or reserved for travel, including without limitation the paved street surface, curbs, drainage improvements and gutters, shoulders, ditches, public sidewalks, bicycle paths, and, where necessary, utility easements. Streetscape trees means trees planted adjacent to existing or proposed public streets, as required by City Code section 34- 870. Subdivide means the process of dividing land to establish a subdivision. 3/40 2/28/2019 Charlottesville, VA Code of Ordinances Subdivider means one (1) or more persons who own property to be subdivided, and such person's agent(s) and successor(s) in interest, including, without limitation, the person who develops such property (see also the de nition of developer). Subdivider means one (1) or more persons who own property to be subdivided, and such persons' agent and successors in interest. Subdivision means (i) the division or consolidation of a parcel or parcels of land into two (2) or more lots or parcels for the purpose of transfer of ownership or building development, including, without limitation, establishment of a condominium regime; and (ii) a boundary line adjustment. The term includes resubdivision and, when appropriate to the context, shall relate to the process of subdividing or to the land subdivided. References to a subdivision in this chapter include, in the appropriate context, a proposed subdivision. Subdivision, major means any subdivision which involves six (6) or more lots, or which involves the creation of new streets and/or extension of public utilities or facilities regardless of the number of lots. Subdivision, minor means any subdivision involving ve (5) or fewer lots, all of which front on an existing dedicated and accepted city street and which does not require the creation of new streets and/or extension of public utilities or facilities. Townhouse refers to any one (1) of a series of single-family attached dwellings, under single or multiple ownership, separated from one another by continuous vertical walls without openings from basement oor to roof. "Series" refers to a row of three (3) or more townhouse dwellings. Water protection ordinance means the provisions set forth within Chapter 10 of the Code of the City of Charlottesville (1990), as amended. Zoning ordinance means the provisions set forth within Chapter 34 of the Code of the City of Charlottesville (1990), as amended. (4-21-08(1); 5-19-14, § 1, e . 7-1-14) Sec. 29-4. - Applicability. This chapter shall apply to all divisions, re-divisions and consolidations of land, the vacation of recorded subdivision plats or parts thereof, and the relocation of boundary lines. This chapter does not apply to divisions of land resulting from an order entered by a court of equity requiring that land be partitioned, or from the exercise of the power of eminent domain by any public agency. (4-21-08(1)) Sec. 29-5. - Acts prohibited; enforcement; penalties. (a) Unless this chapter and the requirements of Article 6, Chapter 22 of Title 15.2 of the Code of Virginia are complied with: (1) No person shall subdivide land (including, without limitation, adjustment of any boundary) or vacate any subdivision plat; (2) No subdivision plat shall be recorded in the city's land records, unless and until it has been approved and signed by the city's agent. If a portion of the property that is the subject of a subdivision plat lies within the boundaries of the county of Albemarle, then no such plat shall be recorded unless and until it has also been submitted to and approved by the county; (3) No person shall sell or transfer any land of a division of land to which this chapter applies before a plat has been approved and recorded as provided within this chapter, unless the division was lawfully created prior to 4/40 2/28/2019 Charlottesville, VA Code of Ordinances the adoption of a subdivision ordinance applicable thereto. Nothing in this paragraph shall prevent the recordation of the instrument by which the land is transferred or by which title passes between the parties to the instrument; and (4) The clerk of the Charlottesville Circuit Court shall not le or record a plat of a division of land to which this chapter applies until the plat has been approved as provided in this chapter. (b) Any person, whether as principal, agent, employee or otherwise, who violates any provision of this chapter shall be subject to a ne of not more than ve hundred dollars ($500.00) for each lot so divided, transferred or sold. The description of a lot by metes and bounds in the instrument of transfer or other document used in the process of selling or transferring title shall not exempt the transaction from the penalties or remedies herein provided. (c) The city's director of neighborhood development services or their designee is hereby authorized to institute any appropriate action or proceeding, at law or in equity, to prevent a violation or attempted violation, to restrain, correct or abate a violation or attempted violation, or to prevent any act which would constitute a violation of this chapter. (d) No permit or approval shall be issued or granted by any city employee, o cer or agent for the construction of any building, structure or improvement upon any land for which an approval pursuant to this chapter is required, unless and until the person seeking the permit complies with the requirements of this chapter. (e) Nothing in this section shall a ect the power of a court of equity to order that property be partitioned. (4-21-08(1)) Sec. 29-6. - Relation of chapter to other laws and private contracts. The requirements of this chapter are: (1) Separate from, but supplementary to, all other applicable requirements of the City Code. Compliance with the requirements of this chapter shall not be deemed compliance with other applicable ordinances or regulations; (2) Separate from, but supplementary to, all other applicable requirements of state or federal law. If the requirements of this chapter are in direct con ict with mandatory state or federal requirements, then the state or federal requirements shall apply; (3) Separate from the requirements, terms or conditions of any private easement, covenant, agreement or restriction. Neither the city nor any of its o cers, employees or agents shall have any duty to enforce a private easement, covenant, agreement or restriction. When an applicable requirement of this chapter is more restrictive than a similar applicable requirement of a private easement, covenant, agreement or restriction, the requirements of this chapter shall apply. (4-21-08(1)) Sec. 29-7. - Rules of construction. This chapter protects public interests and shall be liberally construed to e ectuate its several purposes. The following rules shall apply in the construction of this chapter, unless the application of such rules would e ect a result that is contrary to the purposes of this chapter or the context clearly indicates otherwise: (1) All references to any statute, regulation, guideline, manual or standard shall be to that statute, regulation, guideline, manual or standard as it exists on the date of adoption of this chapter, and includes any amendment thereafter and any subsequently-issued edition. (2) All references to "days" shall be to calendar days, unless otherwise speci cally indicated. (3) All distances and areas refer to measurements in a horizontal plane. 5/40 2/28/2019 Charlottesville, VA Code of Ordinances (4) The word "street", when not preceded by either "public" or "private" means either a public street or a private stre (5) The phrase "agent or commission" means either the agent or the commission as the case may require, pursuant to applicable provisions of this chapter. (4-21-08(1)) Sec. 29-8. - Filing of chapter. A certi ed copy of this chapter and all amendments hereto shall be led in the o ce of the clerk of the city council, the department of neighborhood development services, and in the o ce of the clerk of the Circuit Court for the City of Charlottesville. (4-21-08(1)) Sec. 29-9. - Fees. The city council will, from time to time, approve a schedule of the fees and charges associated with the various applications, inspections, permits and approvals required by this chapter. At the time an application or other request for any permit or approval is submitted, it shall be accompanied by the required fee(s) and charge(s) as designated in the most recent fee schedule adopted by city council. (4-21-08(1)) Sec. 29-10. - Veri cation of current tax status. Prior to nal approval of a subdivision plat, the city's agent shall require the subdivider to produce satisfactory evidence that any delinquent real estate taxes, liens and charges owed to the city have been paid. (4-21-08(1)) Sec. 29-11. - City not obligated to maintain or construct improvements. Nothing herein shall be construed as creating an obligation on the City to construct or pay for any improvements required by this chapter. (4-21-08(1)) Sec. 29-12—29-35. - Reserved. ARTICLE II. - ADMINISTRATION DIVISION 1. - GENERALLY Sec. 29-36. - Variations; exceptions. (a) Whenever this chapter contains provisions for variation or exception to a requirement, the agent or commission in considering a request for a variation or exception, shall consider whether, because of unusual size, topography, shape of the property, location of the property or other unusual conditions (excluding the proprietary interests of the subdivider) the requirement that is proposed to be varied or excepted would result in substantial injustice or hardship and would not forward the purposes of this chapter or serve the public interest. (1) In approving any such request, the agent or commission shall nd that adherence to the requirements would 6/40 2/28/2019 Charlottesville, VA Code of Ordinances result in substantial injustice or hardship, and that granting the waiver would not be detrimental to the public health, safety or welfare or to the orderly development of the area. (2) Prior to varying or granting an exception to a provision of this chapter, the agent or commission shall obtain a written opinion of the city's re code o cial as to whether the requested waiver can be accommodated within the applicable requirements of the Virginia Statewide Fire Prevention Code (VSFPC). (3) Prior to varying or granting an exception to a provision of this chapter involving utilities, the agent or commission shall obtain a written opinion of the city's director of public works as to whether the requested waiver can be accommodated within applicable regulations, speci cations and ordinances governing utilities. (4) A subdivider may appeal the agent's decision to deny a variation or exception request to the commission. In reviewing the request, the commission may approve or disapprove the request based on the applicable ndings set forth in this section. (b) A request for a variation or exception pursuant to subsection (a) above may be made either prior to or contemporaneous with submittal of a plat. (4-21-08(1)) Sec. 29-37. - Period of validity. (a) Preliminary plat. Once a preliminary subdivision plat is approved, it shall be valid for a period of ve (5) years, as speci ed within Va. Code § 15.2-2260(F), and subject to the provisions thereof. (b) Final plat. Once a nal subdivision plat is approved and the subdivider has recorded the plat, it shall be valid for not less than ve (5) years, as speci ed within Va. Code § 15.2-2261, and subject to the provisions thereof. Unless a plat is recorded within the city's land records within six (6) months after nal approval, such approval shall be deemed withdrawn and the plat shall be marked void and returned to the agent; however, if construction of any facilities to be dedicated for public use has commenced pursuant to an approved plan or permit with surety approved by the city, the time for plat recordation shall be extended to one (1) year after nal approval, or the time limit speci ed in the approved surety agreement, whichever is greater. (c) Extensions. By application of the subdivider led prior to expiration of a nal recorded plat, the agent or commission, whichever approved the recorded plat may grant one (1) or more extensions of its approval for additional periods as the authority may, at the time the extension is granted, determine to be reasonable in accordance with the provisions of Va. Code § 15.2-2261. (d) Changes, revisions. By application of the subdivider, during the period of validity of a recorded plat the agent may approve minor modi cations to such plat, including, without limitation, any modi cation that eliminates, relocates or otherwise alters one (1) or more lot lines; provided, however, that the proposed modi cation shall not involve the relocation or alteration of any streets, alleys, easements for public passage or other public areas, and provided further that no utility easements or rights-of-way shall be relocated or altered. An application for any such modi cation made during the period of validity of the plat shall not constitute a waiver of any rights of the subdivider existing on the date of approval of the nal plat, and the approval of any such modi cation shall not extend the period of validity of the original nal plat. A modi ed nal plat shall be signed by the owner(s) of all land that is the subject of such plat. Nothing in this paragraph limits the right of an owner to apply to vacate a subdivision plat or any part thereof, or to apply for a boundary line adjustment as authorized by this chapter. (4-21-08(1)) Sec. 29-38. - Vacation of plat. (a) A recorded plat or any part thereof may be vacated pursuant to Va. Code §§ 15.2-2271 through 15.2-2274. The clerk of the circuit court in whose o ce any vacated plat has been recorded shall write in plain legible letters across such 7/40 2/28/2019 Charlottesville, VA Code of Ordinances plat, or the part thereof so vacated, the word "vacated," and shall also make a reference on the vacated plat to the volume and page in which the instrument of vacation is recorded. (b) Where no lot has been sold within a subdivision, the recorded plat, or part thereof, may be vacated according to either of the following methods: (1) Administratively, with the consent of both the director of public works and the director of neighborhood development services. Any such vacation shall be accomplished only by a written instrument, declaring the plat, or part thereof, to be vacated, and such written instrument shall be approved and signed by the city attorney. Recordation of such written instrument shall operate to destroy the force and e ect of the recording of the plat so vacated, and to divest all public rights in, and to reinvest the owners, proprietors and trustees, if any, with the title to the streets, alleys, easements for public passage and other public areas laid out or described in the plat. (2) By ordinance of city council, provided that no facilities for which bonding is required pursuant to Va. Code §§ 15.2-2241 through 2245 have been constructed on the property and no facilities have been constructed on any related section of the property located in the subdivision within ve (5) years of the date on which the plat was rst recorded. (c) In cases where any lot has been sold within a subdivision, the recorded plat, or part thereof may be vacated in accordance with Va. Code § 15.2-2272. Any written instrument or ordinance vacating a plat pursuant to Va. Code § 15.2-2272 shall operate to destroy the force and e ect of the recording of the plat or part thereof so vacated, as set forth within Va. Code § 15.2-2274. (4-21-08(1)) Secs. 29-39—29-55. - Reserved. DIVISION 2. - MINOR SUBDIVISIONS; BOUNDARY LINE ADJUSTMENTS Sec. 29-56. - Applicability. (a) This division shall apply to minor subdivisions and boundary line adjustments. The director of neighborhood development services or designee shall be the city's agent for the purposes of review and approval of minor subdivisions and boundary line adjustments. (4-21-08(1)) Sec. 29-57. - Submission of nal plat. (a) The subdivider shall submit a reproducible original between eight and one-half (8.5) inches by eleven (11) inches and eighteen (18) inches by twenty-four (24) inches in size, or eight and one-half (8.5) inches by fourteen (14) inches, the maximum size accepted by the Charlottesville Circuit Court Clerk's O ce, and ten (10) copies of the nal plat to the agent for administrative review and approval. (b) The nal plat shall contain the applicable information required by sections 29-110 and 29-111, unless speci cally noted otherwise. (c) The plat shall be prepared in compliance with sections 29-110 and 29-111. (4-21-08(1)) Sec. 29-58. - Minor subdivisions; generally. (a) The agent shall act on any proposed plat within sixty (60) days after it has been o cially submitted for approval, by 8/40 2/28/2019 Charlottesville, VA Code of Ordinances either approving or disapproving the plat in writing, and by giving with any disapproval the speci c reasons therefor. The agent shall thoroughly review the plat and shall make a good faith e ort to identify all de ciencies, if any, with the initial submission. Speci c reasons for disapproval shall be contained either in a separate document or on the plat itself. Any reasons given for disapproval shall identify de ciencies in the plat, with reference to speci c ordinances or regulations and shall identify modi cations or corrections as will permit approval of the plat. (b) The agent shall act on any proposed plat that has been previously disapproved, within forty- ve (45) days after the plat has been modi ed, corrected and resubmitted for approval. (c) If the agent fails to approve or disapprove the plat: (i) within sixty (60) days after it has been o cially submitted for approval, (ii) within forty- ve (45) days after it has been o cially resubmitted after a previous disapproval, or (ii) within thirty- ve (35) days after receipt of all required state agency approvals, as set forth in subparagraph (d), below, then the subdivider, after ten (10) days' written notice to the agent, may petition the city's circuit court for relief in accordance with Va. Code § 15.2-2259(C). If the agent disapproves a plat and the subdivider contends that the disapproval was not properly based on an ordinance or regulation applicable thereto, or was arbitrary or capricious, he may appeal to the city circuit court in accordance with Va. Code § 15.2-2259(D). (d) If approval of a feature of a plat by a state agency is necessary, the agent shall forward the plat to the state agency within ten (10) business days of receipt of such plat. The agent shall approve or disapprove the plat within thirty- ve (35) days of receipt of approvals from all state agencies; however, (i) in no event shall the agent be required to act on a subdivision plat in fewer than sixty (60) days from the date of its o cial submission, and (ii) all actions on subdivision plats shall be completed by the agent and, if necessary by state agencies, within a total of ninety (90) days of the o cial submission date. (4-21-08(1)) Sec. 29-59. - Review and approval. (a) No application seeking approval of a subdivision, preliminary or nal, that would divide any parcel(s) of land into six (6) or more lots, or involving a new street, shall be accepted for review, unless and until the applicant has participated in a pre-application conference and has held a community meeting in accordance with guidelines established by the director of neighborhood development services in accordance with section 34-41(c)(2). Any application that fails to demonstrate compliance with these requirements shall be rejected as incomplete. The director may waive the requirement for a community meeting, if a community meeting was previously held for the same development as part of city council's consideration of an application for approval of a special use permit or a petition for approval of a zoning map amendment. Within fourteen (14) days of receipt of an applicant's o cial submission of a complete application for approval of a subdivision, the agent shall forward copies to the a ected city departments for their review and comments. (b) Upon completion of this review, the agent shall notify the subdivider in writing of the plat's approval or disapproval and the reasons for disapproval or the conditions necessary for approval. (1) In the event of approval, the director of neighborhood development services or their designee acting ex o cio as secretary of the planning commission and the chairperson of the planning commission or their designee shall sign the reproducible original of the plat. The subdivider shall provide the agent with ten (10) copies of the signed nal plat for city use. (2) In the event of disapproval, the subdivider in its sole discretion may appeal to the commission at its next regularly scheduled meeting. (c) The agent, in its sole discretion, may submit a plat to the commission for review in place of the agent's review. (4-21-08(1); 10-19-15(3)) Sec. 29-60. - Boundary line adjustments; speci cally. 9/40 2/28/2019 Charlottesville, VA Code of Ordinances (a) The boundary lines of any lot or parcel of land may be vacated, relocated or otherwise altered by recordation of a deed or boundary line adjustment plat, without vacation of a recorded plat, provided that no easements or utility rights-of-way located along any lot lines to be vacated may be extinguished or altered without the express consent of all persons holding any interest therein, and such consent shall be evidenced by the signatures of such persons on the deed. The action shall not involve the relocation or alteration of streets, alleys, easements for public passage, or other public areas. The deed re ecting the boundary line adjustment shall reference the recorded plat by which the applicable lot lines were originally created, and the deed must be approved in writing, on its face, by the city attorney. (b) The lots a ected by a boundary line adjustment must have been: (i) part of an otherwise valid and properly recorded subdivision plat approved pursuant to this chapter or a prior subdivision ordinance of the city; or (ii) part of a properly recorded deed prior to the adoption of the rst subdivision ordinance of the city that required an approved subdivision plat under the applicable circumstances. (4-21-08(1)) Secs. 29-61—29-75. - Reserved. DIVISION 3. - MAJOR SUBDIVISIONS Sec. 29-76. - Approval of preliminary and nal subdivision plats, generally. (a) Review and approval. The commission shall review and approve preliminary plats for major subdivisions pursuant to section 29-80(a) below. The agent shall review and approve nal plats pursuant to section 29-82(a), except when one (1) or more of the circumstances described in section 29-82(b)(1) are met, in which case the commission shall review and approve nal plats. (b) Submission of preliminary plat; when required. Submission of a preliminary plat is mandatory except where the commission has given nal site plan approval for the same development. Where such nal site plan approval has been given, a preliminary plat is not required, but a nal plat must be submitted in accordance with the provisions of this chapter. (c) Notice. At least ve (5) days prior to the date upon which action is to be taken on the plat, public notice shall be posted that the matter is to be reviewed by the commission. (d) Disapproval of plats posing danger to public health, safety or welfare. The commission is not required by any provision of this chapter to approve any nal plat, or feature thereof, which it nds to constitute a danger to the public health, safety or welfare. (e) Period of validity. The period of validity shall be as referenced in section 29-37. (e) Period of validity. The period of validity shall be as referenced in section 29-37. (f) Environmental contamination. Disclosure and remediation of contamination and other adverse environmental conditions of the property is a condition of nal plat approval. (g) Stormwater management and erosion and sediment control plans. Approval of a nal stormwater management plan, and approval of a nal erosion and sediment control plan, as may be applicable, is a condition of nal plat approval. The agent shall not sign any nal plat, unless and until nal plans and approvals required by Chapter 10 have been obtained. (4-21-08(1); 5-19-14, § 1, e . 7-1-14) Sec. 29-77. - Preliminary and nal subdivision plats; time periods and appeals. 10/40 2/28/2019 Charlottesville, VA Code of Ordinances (a) Time periods and appeals for preliminary plats are as follows: (1) The commission shall act on any preliminary plat within sixty (60) days after it has been o cially submitted for approval, by either approving or disapproving the plat in writing, and by giving with any disapproval the speci c reasons therefor. (2) The commission shall thoroughly review the preliminary plat and shall make a good faith e ort to identify all de ciencies, if any, with the initial submission. Speci c reasons for disapproval shall be contained either in a separate document or on the plat itself. Any reasons given for disapproval shall identify de ciencies in the plat, with reference to speci c ordinances or regulations and shall identify modi cations or corrections as will permit approval of the plat. (3) The commission shall act on any preliminary plat that has been previously disapproved, within forty- ve (45) days after the plat has been modi ed, corrected and resubmitted for approval. (4) If approval of a feature of a preliminary plat by a state agency is necessary, the commission shall forward the plat to the state agency within ten (10) business days of receipt of such plat, and the commission shall approve or disapprove the preliminary plat within forty- ve (45) days of receipt of approvals from all state agencies; however, (i) in no event shall the commission be required to act on a preliminary plat in fewer than sixty (60) days from the date of its o cial submission, and (ii) all actions on preliminary subdivision plats shall be completed by the commission and, if necessary by state agencies, within a total of ninety (90) days of the o cial submission date. (5) Once a preliminary plat is approved, it shall be valid for a period of ve (5) years, as speci ed in Va. Code § 15.2-2260(F) and subject to the provisions thereof. (6) If the commission fails to approve or disapprove the preliminary plat within ninety (90) days after it has been o cially submitted for approval, the subdivider after ten (10) days' written notice to the commission, may petition the city circuit court in accordance with Va. Code § 15.2-2260(D). If the commission disapproves a preliminary plat, and the subdivider contends that the disapproval was not properly based on an ordinance or regulation applicable thereto, or was arbitrary or capricious, the subdivider may appeal to the city circuit court in accordance with Va. Code § 15.2-2260(E). (b) Time periods and appeals for nal plats are as follows: (1) The agent or commission shall act on any nal plat within sixty (60) days after it has been o cially submitted for approval, by either approving or disapproving the plat in writing, and by giving with any disapproval the speci c reasons therefor. (2) The agent or commission shall thoroughly review the nal plat and shall make a good faith e ort to identify all de ciencies, if any, with the initial submission. Speci c reasons for disapproval shall be contained either in a separate document or on the plat itself. Any reasons given for disapproval shall identify de ciencies in the plat, with reference to speci c ordinances or regulations and shall identify modi cations or corrections as will permit approval of the plat. (3) The agent or commission shall act on any nal plat that has been previously disapproved, within forty- ve (45) days after the plat has been modi ed, corrected and resubmitted for approval. (4) If approval of a feature of a nal plat by a state agency is necessary, the agent or commission shall forward the plat to the state agency within ten (10) business days of receipt of such plat, and the agent or commission shall approve or disapprove the nal plat within thirty- ve (35) days of receipt of approvals from all state agencies. (5) If the agent or commission fails to approve or disapprove the nal plat within sixty (60) days after it has been o cially submitted for approval, or within forty- ve (45) days after it has been o cially resubmitted after a previous disapproval or within thirty- ve (35) days of receipt of any state agency response, the subdivider, after ten (10) days' written notice to the commission or agent, may petition the city circuit court in accordance 11/40 2/28/2019 Charlottesville, VA Code of Ordinances with Va. Code § 15.2-2259(C). If the commission or agent disapproves a nal plat, and the subdivider contends that the disapproval was not properly based on an ordinance or regulation applicable thereto, or was arbitrary or capricious, the subdivider may appeal to the city circuit court in accordance with Va. Code § 15.2-2259(D). (4-21-08(1)) Sec. 29-78. - Preapplication conference. (a) Each subdivider may participate in a preapplication conference with city sta designated by the agent, prior to submittal of a major preliminary plat to the commission for review. The purpose of the conference shall be to allow the subdivider to inform sta of the nature of the subdivision so that sta and the subdivider can develop an informal program that will guide the review and approval of the preliminary plat, or parts thereof. At this preapplication conference the subdivider may present a preliminary schematic plat that shows: (1) The boundary lines of the property; (2) Existing land conditions, existing topography at a maximum of twenty-foot contour intervals, and established or approximated one hundred (100) year ood plain limits as shown on the o cial ood insurance maps for the city; (3) The general lay-out and design of what is proposed for the subdivision, on a scale of not smaller than one (1) inch equals one hundred (100) feet; (4) Building setback lines; (5) The applicable zoning of the property, including all applicable pro ers, special use permit conditions and variances; and (6) The applicable zoning of all abutting properties. (b) Statements made by city sta and the subdivider during the pre-application conference shall not be binding on the city or the subdivider. (4-21-08(1)) Sec. 29-79. - Submission of preliminary plat. (a) Each preliminary plat shall be submitted to the agent with ten (10) copies, along with all required fees and supporting documentation. (b) A preliminary plat shall be deemed o cially submitted on the date of the next application deadline established by the agent after the o cial submittal of the preliminary plat. (c) A preliminary plat omitting any information required by sections 29-110 and 29-111, as applicable, shall be deemed to be incomplete and shall be disapproved by the agent. This review and determination shall be made within ten (10) days after the application deadline. (1) The agent shall inform the subdivider in writing of the reasons for the disapproval, with citation to the applicable section of this chapter or other law, and what corrections or modi cations will permit acceptance of the plat. The agent shall notify the subdivider or his or her agent of the disapproval in writing by rst class mail, delivery, or, if consented to by the subdivider in writing, by fax or email. (2) Within sixty (60) days after the date the notice of disapproval was mailed or delivered by the agent, the subdivider may resubmit the preliminary plat together with payment of the fee for the reinstatement of review. The date of the next application deadline after the resubmittal of the preliminary plat shall be deemed to be the date upon which the plat was o cially submitted. In the event the subdivider fails to timely resubmit the preliminary subdivision plat, the preliminary plat shall be deemed to be disapproved and a new application and fee shall be required for submittal of the preliminary plat. 12/40 2/28/2019 Charlottesville, VA Code of Ordinances (d) When the agent determines that a preliminary plat is o cially submitted, he shall: (1) Circulate the plat for review and comment by plat reviewers, together with notice of the date on which the plat has been scheduled for a preapplication conference, if applicable. All resulting requirements and recommendations shall be forwarded to the director of neighborhood development services by the plat reviewers prior to a date set by the director. For purposes of this article, the term "requirements" shall be deemed to mean regulatory provisions of this chapter, and any duly adopted rules and regulations of a reviewing department, and "recommendations" shall be deemed to include suggestions for design changes deemed to be in the public interest by a reviewing o cial in the area of their expertise. The purpose of circulating the plat to plat reviewers is to collect information to be included in a sta report given to the commission prior to their review of the preliminary plat. (2) Schedule a preapplication conference, in accordance with section 29-78 above, if requested by the subdivider. (4-21-08(1)) Sec. 29-80. - Preliminary plat—Review; approval. (a) Review by planning commission. (1) The planning commission shall review all preliminary plats for major subdivisions. (2) In conducting review of a preliminary plat, the commission shall review the plat for compliance with the requirements of this chapter. The commission shall consider any written statement(s) submitted by the subdivider and the agent's and other sta 's comments and recommendations. The commission also may consider any other evidence pertaining to the compliance of the preliminary plat with the requirements of this chapter as it deems necessary for a proper review. (3) If the commission determines that the preliminary plat complies with the requirements of this chapter, it shall approve the preliminary plat and promptly issue a letter to the subdivider stating the conditions that must be satis ed prior to submittal of the nal plat. If the commission determines that the preliminary plat does not comply with the requirements of this chapter, it shall disapprove the preliminary plat and promptly inform the subdivider of the disapproval as provided in paragraph (4), below. (4) A notice of disapproval shall state the reasons for disapproval by identifying the plat's de ciencies and citing the applicable sections of this chapter or other law, and what corrections or modi cations will permit approval of the preliminary plat. The commission shall either mail a written notice of disapproval by rst class mail, or deliver it, to the subdivider. Within sixty (60) days after the date the notice of disapproval was mailed or delivered, the subdivider may resubmit the preliminary plat. If the subdivider fails to timely resubmit the preliminary plat, the preliminary plat shall be deemed to be disapproved and a new application shall be required for submittal of the preliminary plat. (5) At the time that it acts to approve a preliminary plat, the commission may elect to be the reviewing authority for the nal plat. (b) E ect of approval of preliminary plat. Approval of a preliminary plat does not guarantee approval of the nal plat, does not constitute approval or acceptance of the subdivision, and does not constitute authorization to proceed with the construction of the improvements within the subdivision. (4-21-08(1)) Sec. 29-81. - Submission of nal plat. (a) Except as otherwise provided, a subdivider shall submit a nal plat, with ten (10) copies and in digital format acceptable to the city, for approval within one (1) year of the date of approval of the preliminary plat; if a nal plat is not o cially submitted within the required time frame, the preliminary approval shall expire. For purposes of this 13/40 2/28/2019 Charlottesville, VA Code of Ordinances section, a nal plat shall be deemed o cially submitted on the date it is submitted and satis es the requirements of paragraphs (b) and (c), below. (b) Prior to submitting a nal plat, a subdivider shall satisfy all conditions of the approval of the preliminary plat. A nal plat shall be disapproved by the agent if the subdivider has not satis ed all of the conditions. (c) A proposed nal plat that omits any information required by sections 29-110 and 29-111, as applicable, shall be deemed incomplete and shall be disapproved. A determination of completeness shall be made by the agent within ten (10) days after the application deadline. The agent shall inform the subdivider in writing of the reasons for the disapproval, with citation to the applicable section of this chapter or other law, and what corrections or modi cations will permit acceptance of the plat. The notice of disapproval shall either be mailed to the subdivider by rst class mail, or personally delivered to the subdivider. (d) Within sixty (60) days after the date the notice of disapproval was mailed or delivered by the agent, the subdivider may resubmit the nal plat together with payment of a fee for the reinstatement of review. In the event the subdivider fails to timely resubmit the nal plat, the nal plat shall be deemed to be disapproved and a new application and fee shall be required for submittal of the nal plat. (4-21-08(1)) Sec. 29-82. - Final plat—Review; approval. (a) Review by agent. (1) The agent shall review the nal plat for compliance with the requirements of this chapter in e ect at the time of preliminary plat approval, except as authorized by Va. Code § 15.2-2261(C). The agent shall make a good faith e ort to identify all de ciencies, if any, during the review of the rst nal plat submittal. The agent shall consider the recommendations and determinations made by the plat reviewers. (2) If the agent determines that the nal plat complies with the requirements of this chapter and that all conditions of approval of the preliminary plat have been satis ed, the agent shall sign the nal plat. If the agent determines that the nal plat does not comply with all requirements of this chapter or that all conditions of approval of the preliminary plat have not been satis ed, the nal plat shall be disapproved and the agent shall promptly inform the subdivider of the disapproval by issuing a notice of disapproval to the subdivider which complies with the notice requirements stated in section 29-80(a)(4). (b) Review by planning commission. (1) The commission shall review a nal plat if: (i) the agent determines there is a substantial change from a preliminary plat previously approved by the commission; (ii) the commission elected to be the reviewing authority for the nal plat, at the time of preliminary plat approval; (iii) the subdivider requests review by the commission; (iv) no preliminary plat was submitted as permitted by section 29-76(b), or (iv) the subdivider obtained approval of an exception or variation and, in the opinion of the agent, the nal plat is not in substantial accord with the information and plans considered with the original request for a variation or exception. (2) The commission shall review the nal plat for compliance with the requirements of this chapter in e ect at the time of preliminary plat approval, except as authorized by Va. Code § 15.2-2261(C). The commission shall consider the agent's comments and recommendations. The commission also may consider any other evidence pertaining to the compliance of the nal plat with the requirements of this chapter that it deems necessary for a proper review. (3) If the commission determines that the nal plat complies with the requirements of this chapter, and if a preliminary plat was submitted and approved, that all conditions of approval of the preliminary plat have been satis ed, then the commission shall approve the nal plat and direct the agent to sign it. If the commission determines that the nal plat does not comply with all requirements of this chapter or that all conditions of 14/40 2/28/2019 Charlottesville, VA Code of Ordinances approval of the preliminary plat have not been satis ed, it shall disapprove the nal plat. If the commission disapproves the nal plat, it shall direct the agent to issue a notice of disapproval to the subdivider that complies with the requirements stated in section 29-80(a)(4). (4) In reviewing and acting upon a nal plat, the commission shall have all of the same power or authority expressly granted herein to the agent applicable to review and action upon such plat. (4-21-08(1)) Secs. 29-83—29-109. - Reserved. ARTICLE III. - PLAT REQUIREMENTS Sec. 29-110. - Form and style of preliminary and nal plats. (a) Plat details. All plats shall comply with the following requirements: (1) State standards. Every plat shall meet the standard for plats promulgated by the Virginia Library Board pursuant to Va. Code § 42.1-82 of the Virginia Public Records Act, as such standards are set forth within the Virginia Administrative Code. A copy of these standards shall be kept on le within the department of neighborhood development services. Document size shall be between eight and one-half (8.5) inches by eleven (11) inches and eighteen (18) inches by twenty-four (24) inches, or eight and one-half inches by fourteen (14) inches, the maximum size accepted by the Charlottesville Circuit Court Clerk's O ce. (2) State professional standards. Every plat shall meet the minimum standards and procedures for land boundary surveying practice, including minimum eld procedures and o ce procedures, as set forth within the Virginia Administrative Code. A copy of such standards and procedures shall be kept on le within the department of neighborhood development services. (3) Name of plat preparer. Every plat shall contain the name and signature of the person who prepared the plat, who must be either a certi ed professional engineer or land surveyor. (4) General information. Every plat shall contain the following information: the date of drawing, including the date of the last revision; the number of sheets; the north point; signature panels for the secretary and chair of the commission (if applicable) and the scale. If true north is used, the method of determination shall be shown. (5) Name of subdivision. Every plat shall contain the name or title under which the subdivision is proposed to be recorded in the city's land records. The title shall not duplicate or be a homonym of an existing or reserved subdivision name within the city or the county of Albemarle, except if the subdivision is an extension of an existing subdivision. (6) Instrument creating property proposed for subdivision. The engineer or land surveyor who prepared the plat shall endorse upon the plat a certi cate signed by him setting forth the source of title of the owner of the land subdivided and the place of record of the last instrument in the chain of title. When the plat is of land acquired from more than one (1) source of title, the outlines of the several tracts shall be indicated upon the plat. The plat shall also identify the deed book and page number of any previously recorded subdivision plat applicable to the subject property, or any portion thereof. (7) Identi cation of all owners and certain interest holders; statement of consent. Each plat shall contain the names and addresses of each owner of record of any land that is the subject of the proposed plat, and of the holders of any easements a ecting the land that is the subject of the plat. Every plat, or deed of dedication to which a plat is attached, shall contain a statement as follows: "The platting or dedication of the following 15/40 2/28/2019 Charlottesville, VA Code of Ordinances described land [insert a correct description of the land subdivided] is with the free consent and in accordance with the desire of the undersigned owners, proprietors, and trustees, if any." The statement shall be signed and duly acknowledged before an o cer authorized to take acknowledgment of deeds. (8) Vicinity map. Each plat shall contain a vicinity map showing the property and its relationship with adjoining land and streets, its relationship with landmarks in the area and, if the subdivision is a phased subdivision, all other phases of the subdivision for which a nal plat has been approved, in detail adequate to describe the location of the property without eld review. (9) Existing or platted streets. Each plat shall speci cally identify the location, width, grades and drainage of all existing streets and the location and widths of previously-platted rights-of-way. (10) Alleys, shared driveways, and private streets. Each plat shall identify the location and dimensions of all easements for alleys, shared driveways and private streets. Easements shown for private streets, alleys and shared driveways shall be labeled as "private street easement," "alley easement" or "shared driveway easement," as may be applicable. Private streets are prohibited except pursuant to townhouse developments under City Code section 34-388(b). (11) Land to be dedicated in fee or reserved. Each plat shall identify the location, acreage, and current owner(s) of all land intended to be dedicated for public use, and the location, acreage and current owner(s) of all land to be reserved in a deed for the common use of lot owners in the subdivision. All land intended to be dedicated for public use shall be identi ed and set forth on the plat as required by article III of this chapter. (12) Public easements. Each plat shall identify the speci c location and dimensions of all existing and proposed public easements and improvements situated outside of a public street right-of-way, including, without limitation, easements for water, sewer and gas lines and related improvements, sidewalk and other pedestrian easements; sight distance easements; and easements for drainage and stormwater management facilities. All previously recorded easements shall be labeled with the deed book and page number of the recorded instrument by which such easements were created. Proposed dedications of public easements shall be labeled as to the type of easement, and shall be identi ed and set forth on the plat as required by article III of this chapter. (13) Proposed private easements and facilities. Each plat shall identify the speci c location and dimensions of existing and proposed non-public easements, including, without limitation: stormwater management facilities and related improvements; drainage easements; privately owned and maintained sidewalks; common or shared easements to public service corporations furnishing cable television, gas utilities, telephone and electric service to the proposed subdivision and to franchised cable television operators furnishing cable television services; and other private easements. Where easements are not parallel to lot lines, bearing and distance measurements are required. An existing easement shall be labeled with the deed book and page number of the recorded instrument by which such easement was created. Proposed easements shall be labeled as to the nature and type of easement. All nal plats containing any proposed common or shared easements shall expressly reference a declaration of the terms and conditions of such easements recorded with the subdivision plat in the city's land records. (14) Existing and departing lot lines. Each plat proposing a subdivision of more than one (1) existing lot shall show existing lots and their outlines, which shall be indicated by dashed lines, and the location of departing lot lines of abutting lots. (15) Proposed lots. Each plat shall show the number, approximate dimensions, and area of each proposed lot. (16) Building sites on proposed lots. Each plat shall show the location, area and dimensions of a building site on each proposed lot, complying with the requirements of this chapter as well as the regulations of the zoning district in which such lot is situated. The plat shall also contain the preparer's certi cation that "Each parcel 16/40 2/28/2019 Charlottesville, VA Code of Ordinances [letter or number] created by this subdivision plat contain a building site that complies with the requirements of the City of Charlottesville's Zoning, Water Protection and Subdivision Ordinances." (17) Floodplain and oodway limits. Each plat shall provide oodplain limits, elevations, and ood plain pro les and cross-sections, and shall provide the same information for the oodway. (18) Drainage district. When any part of the land proposed for subdivision lies within a drainage district such fact shall be set forth on the plat. (19) Places of burial. When any grave, object or structure marking a place of burial is located on the land proposed for subdivision, such grave, object or structure shall be identi ed on the plat. (20) Control points. At least four (4) control points, evenly distributed across the property and located at survey property corners, shall be shown on each sheet depicting the property. These points shall be sub-centimeter accurate and meet the de nition of control point. One (1) of the four (4) points shall be a bench mark showing elevation and horizontal coordinates related to the city's GPS base station. The point shall be located in the eld in concrete with a brass disk provided by the engineering department. (21) Public areas, facilities or uses. The location of all areas shown in the comprehensive plan as proposed sites for public areas, facilities or uses, as described in Va. Code § 15.2-2232, which are located wholly or in part within the boundaries of the property that is the subject of the proposed plat. (22) Zoning classi cation. The zoning classi cation of the property, including all applicable zoning overlay districts, pro ers, special use permits and variances. (23) Tax map and parcel number; street address. The current city tax map and parcel number of the property, and the street address. (24) Stream bu ers. The location of stream bu ers required by the city's water protection ordinance, with the following note: "The stream bu er(s) shown hereon shall be maintained in accordance with Chapter 10 of the City Code, the City of Charlottesville's Water Protection Ordinance." (25) Boundary lines. The exterior boundary lines of the property shall be shown with bearings in degrees, minutes and seconds. (26) Monuments. The location and material of all permanent reference monuments shall be identi ed. Acceptable material for monuments is speci ed in the Standards and Design Manual. Monuments found or installed prior to plat recordation may be referred to if they are permanent and undisturbed. If any monument required by this chapter will be installed after recordation of the nal plat, the certi cation of the professional engineer or land surveyor shall so note. (27) Bearing and distance ties. A de nite bearing and distance tie between not less than two (2) permanent monuments on the exterior boundary of the property and further tie to existing street intersection or nearby benchmark, at the discretion of the agent. (28) Identi cation of sections, blocks and lots. Sections (phases) shall be identi ed by numbers; blocks shall be identi ed by letters; lots shall be identi ed by numbers, assigned in numerical or alphabetical order, as appropriate. (29) Acreage and square footage of lots. The total acreage and square footage of each existing lot and each proposed lot. (30) Ownership of common areas. The intended ownership of all common areas with reference to a declaration of the rights and responsibilities of such owner with respect to the common areas, to be recorded along with the nal plat. (31) Street names. The name of each proposed street. (32) Temporary turnarounds. The location of temporary turnarounds, if needed, with the following accompanying note: "The area on this plat designated as a temporary turnaround will be constructed and used as other 17/40 2/28/2019 Charlottesville, VA Code of Ordinances streets in the subdivision until (street name) is/are extended to (street name), at which time the land in the temporary turnaround area will be abandoned for street purposes and will revert to adjoining property owners in accordance with speci c provisions in their respective deeds." (33) Statement pertaining to private alleys, driveways and streets. If alleys or shared driveways are shown, a note shall be added to the plat stating that maintenance shall be by the owners of the lots bene ted by the alley or shared driveway, not by the city. If the townhouse subdivision will contain one or more private streets pursuant to City Code section 34-388(b), the following statement is required: "The streets in this subdivision are not accepted into the city's street system and will not be maintained by the City of Charlottesville." Grantors of any subdivision lots to which this statement applies must include the statement on each deed of conveyance. (34) Restrictions. Restrictions imposed in conjunction with the approval of the preliminary plat, and their period of existence, shall be noted on the plat, including, without limitation: sidewalk maintenance agreements; stormwater/BMP facilities maintenance agreements, a ordable dwelling unit obligations arising under section 34-12(a) or 34-12(d)(1), etc. If the length of the wording necessary to describe a particular restriction makes its inclusion on the nal plat impractical, and if the nature of the restriction does not necessitate the preparation of a separate instrument for recordation with the plat, then a summary reference shall be made to the restriction on the nal plat. (35) Terms of public easements. All plats containing easements dedicated to the public shall expressly reference a declaration of the terms and conditions of such public easements to be recorded with the subdivision plat in the city's land records. (36) Topography. A topographic map derived from aerial topographic surveys or, where required by the director of public works, from actual eld surveys, with a contour interval of ve (5) feet referred to city data, showing the boundary lines of the tract to be subdivided. (37) Building setback lines. Building setback lines shall be referenced on the plat. (38) Critical slopes. Critical slopes as de ned under City Code section 34-1120 shall be referenced on the plat. (4-21-08(1); 11-18-13) Sec. 29-111. - Required documents and information. (a) Preliminary plat requirements. The following documents and information shall be submitted along with each preliminary plat, or, if none, with each nal plat: (1) Request for critical slopes waiver. If the need for a waiver is known at the time of submission, the subdivider shall submit a written request and justi cation for any requested waiver under section 34-1120 of the zoning ordinance, authorizing the disturbance of critical slopes. The applicant shall provide information, drawings and narrative details, addressing how the layout and location of proposed streets, utilities, stormwater management facilities, etc. will minimize the disturbance of critical slopes and natural drainage areas. (2) Stormwater management information. Topographic information submitted with a preliminary plat shall be in the form of a topographic survey, which shall identify areas of critical slopes, as de ned in section 29-3, natural streams, natural drainage areas, and other topographic features of the site. The applicant shall provide a stormwater management concept detailing how the applicant will achieve adequate drainage post- development, including a description of the speci c design concept the applicant plans to apply. References to speci c types of stormwater management facilities, speci c 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 de ned in Code of Virginia § 54.1-400, and shall describe the manner in which 18/40 2/28/2019 Charlottesville, VA Code of Ordinances stormwater runo 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. (3) Mitigation plan. If applicable, a mitigation plan as provided in the water protection ordinance. (b) Final plat requirements. In addition to any information required by paragraph (a), above, the following documents or information shall be submitted with each nal plat, unless included in the site plan previously approved or under review: (1) Infrastructure plans and computations in accordance with the Standards and Design Manual. Detailed plans, computations and necessary supporting documents for physical improvements including, but not limited to, tra c studies, street plans and cross sections, soil testing results, gas utilities, sewer and water plans and computations, landscape plans, parking calculations and other requirements of applicable zoning regulations, ooding computations and plans (if applicable), and any other plans, calculations and details deemed necessary by the city engineer in consultation with the director of public works, in order to determine compliance with the development standards set forth within Article IV of this chapter. section 29-36. Information, details, calculations, construction plans and other documents or data required by Chapter 10 for a nal stormwater management plan and a nal erosion and sediment control plan shall be included. (2) Construction plans, public facilities. Construction plans shall be submitted to and approved by the city engineer in consultation with the director of public works for all proposed streets, and for all water, gas, storm and sanitary sewer and other city-owned public utilities or facilities. (3) Construction plans, utility xtures and systems. If the owner of any subdivision desires to construct in, on or under any public streets or alleys located in the subdivision, any gas, electric, cable or other non-city-owned utility works, pipes, wires, xtures or systems, the owner shall present plans and speci cations to the city engineer for approval in consultation with the director of public works. (4) Location of existing buildings. A survey showing the location of all existing buildings within fty (50) feet of a proposed lot line or a proposed street. (5) Building envelope. A depiction of the building envelope for each lot, in accordance with the requirements of applicable zoning district regulations. (6) Interests to be vacated in city property. A plan which shows all rights and interests of the city that would be terminated and extinguished by recordation of the nal plat, with reference to the deed book and page number at which the instrument(s) creating such interest(s) are recorded. (7) Instrument evidencing maintenance of certain improvements. If the subdivision will contain one (1) or more improvements or facilities serving more than one (1) lot within the subdivision, and that are not to be maintained by the city or any other governmental authority or other public agency, the subdivider shall submit with the nal plat an instrument assuring the perpetual maintenance of the improvement or facilities, as such instrument will be recorded with the nal plat. For each such improvement or facility, the plat shall contain the following notation: "No public agency, including the City of Charlottesville, Virginia, will be responsible for maintaining this improvement [or facility]." (8) Required bonds and surety. (9) Environmental disclosures. Subdividers shall disclose and remediate contamination and other adverse environmental conditions of the property prior to nal plat approval. Along with a nal subdivision plat, the subdivider shall submit a Phase I environmental site assessment based on the anticipated use of the property proposed for the subdivision or development, and if the agent deems it to be reasonably necessary, based on ndings in the Phase I assessment, and in accordance with EPA regulations and American Society for Testing and Materials (ASTM) standards, the subdivider shall submit a Phase II environmental site assessment. Required assessments shall meet generally accepted national standards, such as those established by ASTM. 19/40 2/28/2019 Charlottesville, VA Code of Ordinances The subdivider shall also submit a written plan for remediation of any contamination or conditions noted in the required assessments, and con rmation that such plan has been submitted to state or federal authorities for review and approval. The agent, in its sole discretion, may waive this requirement for minor subdivisions, but this waiver does not exempt the subdivider from any applicable state and federal law requirements. (10) Instruments evidencing a ordable housing requirements. If the subdivision includes land that is subject to an a ordable housing obligation arising under section 34-12(a) or 34-12(d)(1), the subdivider shall submit with the nal plat the instrument(s) assuring the reservation of land for such obligation, in such format as may be required by the regulations enacted pursuant to section 34-12(g). (c) Subject to the provisions of section 29-36, the agent may grant variations or exceptions to particular submission requirements articulated within this section, or within section 29-110, for a boundary line adjustment or minor subdivision; provided, however, that the agent may not grant variations or exceptions to (i) any requirements of Chapter 10, or any requirements or standards set forth within this chapter relating to drainage or ood control, or (ii) any requirements applicable to the layout, design and construction of public streets or other public facilities. (4-21-08(1); 11-18-13; 5-19-14, § 1, e . 7-1-14) Secs. 29-112—29-139. - Reserved. ARTICLE IV. - DESIGN AND IMPROVEMENTS DIVISION 1. - GENERALLY Sec. 29-140. - Conformity to applicable requirements. All subdivision plats and supporting materials shall be in accordance with the following, as applicable: (1) The provisions of the Code of Virginia, title 15.2, chapter 22, article 6 (Va. Code §§ 15.2-2240—15.2-2279). (2) Chapter 10 of the Code of the City of Charlottesville (Water Protection). (3) Chapter 12 of the Code of the City of Charlottesville, Article III (Fire Prevention Code) (4) Chapter 31 of the Code of the City of Charlottesville (Utilities). (5) Chapter 34 of the Code of the City of Charlottesville (Zoning ordinance). (6) The City of Charlottesville's Standards and Design Manual. (7) Other applicable laws, ordinances, policies and requirements, including, without limitation, the other standards set forth within this article. (4-21-08(1)) Sec. 29-141. - Standards and Design Manual. The agent and the city engineer developed and city council approved design requirements for new street and alley construction, stormwater management, erosion and sediment control, gas utilities, tra c and transportation, bridges, retaining walls and other related structures, and potable water and sanitary sewer systems and related facilities. The design requirements are developed in consultation with the city's department of public works, the city's re o cial, the city's building o cial, and other city departments or personnel who have any responsibilities or authority with respect to the types of improvements that are the subject of the Standards and Design Manual. To the extent that there is a con ict between the Standards and Design Manual and any other ordinance or law, the ordinance or law shall take precedence. 20/40 2/28/2019 Charlottesville, VA Code of Ordinances (4-21-08(1)) Secs. 29-142—29-159. - Reserved. DIVISION 2. - BOUNDARIES, LOTS AND BLOCKS Sec. 29-160. - Monuments. (a) All boundaries, both exterior and interior, of the original survey for the subdivision shall have monuments in accordance with the Standards and Design Manual. (b) No monuments other than those required by paragraph (a) shall be required to be set before recordation of the nal plat or the conveyance of land by reference to plat if the professional engineer or land surveyor includes in his certi cation on the plat that any additional monuments required by this chapter shall be set on or before a speci ed later date. (c) The setting of any monument at any time after recordation of the nal plat shall be established both at law and in equity, at prorated positions as determined from direct re-measurements between the established monuments of record rather than as precisely stated or shown on the recorded plat. (d) The subdivider shall be responsible for resetting any monument on the property that is damaged, disturbed or destroyed during construction of any improvements required by this chapter. (4-21-08(1)) Sec. 29-161. - Lots. (a) Each lot within a subdivision shall satisfy applicable lot size, buildable area and other requirements of the city's zoning ordinance, and of this chapter, and shall have frontage either: (1) On a street dedicated to the public which, once constructed and improved by the subdivider will qualify for acceptance into the city's street system, or (2) On a private street in a townhouse development, pursuant to City Code section 34-388(b). (b) The foregoing requirements of this section do not apply if: (1) The lot is to be conveyed to the city for open space, recreation or conservation purposes only, and the plat contains a notation that no building permit shall be issued for the lot unless it is combined with another parcel so that it gains frontage and satis es minimum lot requirements and the building permit is consistent with open space, recreational or conservation uses, or (2) The lot is part of an approved planned unit development or cluster development, is created for open space, recreational or conservation purposes only, is accessible by a public access easement, and the plat contains a notation that no building permits shall be issued for the lot unless the permit is consistent with open space, recreational or conservation uses and it is combined with another parcel so that it gains frontage. (c) No lot shall contain peculiarly shaped elongations designed solely to provide the required square footage of area or frontage on a street. (d) Remnants shall not be created by the subdivision of land. All pre-existing remnants shall be eliminated when land subdivided or re-subdivided. (e) Side lot lines of each lot shall be approximately at right angles or radial to the street line, except turnaround terminal points. The agent or commission may vary or grant exceptions to this requirement, pursuant to section 29- 36 above. (f) Minimum street frontage. All lots containing any residential dwelling unit shall have a minimum frontage of fty (50) 21/40 2/28/2019 Charlottesville, VA Code of Ordinances feet at the street right-of-way, except: (1) Lots fronting on the turnaround portion of a cul-de-sac shall have a minimum of twenty (20) feet of frontage, and an average width of at least fty (50) feet; (2) Lots containing single-family attached dwelling units shall have a minimum frontage of twenty (20) feet; (3) Lots containing a townhouse shall have a minimum frontage of sixteen (16) feet; and (4) Corner lots shall have such additional frontage as is required by the agent or commission to accommodate the side yard requirements set forth within the applicable zoning district regulations. (g) Sanitary sewer and water supply. (1) All buildings constructed on lots resulting from subdivision of a larger tract that abuts or adjoins a public water or sewer system or main shall be connected to that public water or sewer system or main subject to the provisions of Va. Code § 15.2-2121 and this chapter. (2) Lots served by public sanitary sewers and public water supply shall have an area no less than the minimum lot size contained in applicable zoning district regulations. (3) If subsection (1) above does not apply, then the subdivision shall be served by individual private wells and septic systems having conventional drain elds and shall meet all requirements of the health department and applicable health o cial, and any applicable zoning regulations. The subdivider shall submit to the agent or commission satisfactory proof that such lots meet the requirements of the health department, as determined by tests or inspections of soil conditions conducted by an o cer of the health department. (4-21-08(1); 5-19-14, § 1, e . 7-1-14) Sec. 29-162. - Streetscape trees. Su cient areas shall be set aside on each lot for the planting of streetscape trees along the frontage of all existing or proposed public streets, in accordance with City Code section 34-870, as that section may be amended from time to time. Trees shall be planted according to the standards outlined in the master tree list, referenced in the zoning ordinance. (4-21-08(1)) Sec. 29-163. - Blocks. (a) Each block within a subdivision shall be wide enough to allow two (2) tiers of lots of the minimum depth allowed by applicable zoning ordinance regulations, fronting on all streets. The agent or commission may vary or grant exceptions to this requirement, pursuant to section 29-36 above. (b) Where any block adjoins an arterial street, the greatest dimension of the block should be parallel to such street. Such block shall not be more than one thousand (1,000) feet in length; however, the agent or commission may vary or grant exceptions to this requirement, pursuant to section 29-36 above. (c) No residential block shall be longer than one thousand (1,000) feet. [DIAGRAM] (4-21-08(1)) Secs. 29-164—29-179. - Reserved. DIVISION 3. - STREETS Sec. 29-180. - Streets; generally. 22/40 2/28/2019 Charlottesville, VA Code of Ordinances (a) Private streets. Private streets are prohibited except pursuant to townhouse developments under City Code section 34-388(b). (4-21-08(1)) Sec. 29-181. - Coordination and extension of streets. (a) Coordination. All streets within and contiguous to a subdivision shall be coordinated with other existing or planned streets, and such streets shall also be coordinated with existing or planned streets in existing or future adjacent or contiguous to adjacent subdivisions, as to location, widths, grades and drainage. (1) Street names. Where a street is planned as a continuation of an existing street, it shall bear the same name as the existing street. Street names must be approved by the agent. New street names shall be di erent from existing street names within the city or in Albemarle County, but an exception may be made for culs-de-sac which have the same name as the road from which they originate (example: "Rugby Circle" which originates from "Rugby Road"). (2) Street signs. The subdivider shall purchase and install, in accordance with the Federal Highway Administration Manual of Uniform Tra c Control Devices, all applicable street signs. (b) Extension. All streets within a subdivision shall be extended and constructed to the abutting property lines, except in the case of culs-de-sac, to provide vehicular, bike and pedestrian interconnections to future development on adjoining lands in accordance with the Standards and Design Manual. The arrangement of the streets shall provide adequate access to adjoining lands within the subdivision where necessary to provide for the orderly development of the city, including, but not limited to, reserving temporary construction easements of su cient area to accommodate the future completion of the street when the adjoining lands are developed. (c) Exceptions. The agent or commission may vary or grant exceptions to the requirements of subsection (a). (1) The agent or commission reviewing a proposed variance or exception shall consider, in addition to the matters set forth in section 29-36: (i) the engineering requirements for coordination and connection; (ii) whether the need for coordination and connection outweighs the impacts on environmental resources such as streams, stream bu ers, steep slopes, and oodplain; (iii) whether there is an alternative street connection from another location in the subdivision that is preferable because of design, tra c ow, or the promotion of the goals of the comprehensive plan, including the applicable neighborhood plan. (2) If the agent or commission grants a variance or exception: (i) the street shall be constructed past the point at which the primary structures on the lots abutting the street would rely on the nished grade for landscaping and other improvements, but in no case less than thirty (30) feet beyond the curb line or ditch line on those lots; (ii) the subdivider shall dedicate the required right-of-way to the abutting property line, along with all easements required to allow the street connection to be constructed in the future; (iii) the required easements shall prohibit any improvements being established therein; (iv) the subdivider shall provide a surety guarantee or an escrow of funds for its share of the cost to complete the extension if determined by the agent to be necessary; the type of surety guarantee or the escrow shall be acceptable to the city engineer and be approved by the city attorney; and (v) the agent may require that the subdivider install and maintain a sign at the end of the constructed portion of the street stating that the street is a future through street, and that the sign shall be maintained until the city grants nal approval of an extension of the street to the abutting property. (4-21-08(1)) Sec. 29-182. - Standards for streets and alleys. The following standards shall apply to all streets and alleys within a subdivision: 23/40 2/28/2019 Charlottesville, VA Code of Ordinances (a) Layout. Each street shall be con gured, to the extent practicable, to conform to the natural topography, to minim disturbance of critical slopes and natural drainage areas, and to provide vehicular, bicycle and pedestrian interco the subdivision and existing or future development on adjoining lands. Streets that do not align with existing stre o set of no less than one hundred fty (150) feet between centerlines, unless otherwise approved by the tra c e (b) Intersections. No more than two (2) streets shall intersect at any one (1) point; however, the tra c engineer may vary or grant exceptions to this requirement pursuant to section 29-36 above. Intersections shall be laid out so as to intersect as nearly as possible at right angles. (c) Grades. The maximum allowable street grade shall be eight (8) percent. The tra c engineer may vary or grant exceptions to this requirement, pursuant to section 29-36 above, to no more than ten (10) percent. (d) Surface. Any newly constructed street shall be surfaced to the width speci ed in the Standards and Design Manual, measured from the face of the curb line or edge of pavement. The subdivider is required to complete the construction any new street, including installing the nal surface. (e) Temporary turnarounds. Streets that terminate temporarily, and that are located more than three hundred (300) feet in length from an intersection, or are proposed to serve more than four (4) dwelling units, shall be provided with a temporary turnaround. The temporary turnaround shall be extended to the abutting property line; however the agent or commission may vary or grant an exception to this requirement pursuant to section 29-36 above. The temporary turnaround shall exist until the street extension is accepted into the city's street system. (f) Alleys. Alleys with a width of not less than twelve (12) feet may be provided in the rear or side of any commercial, industrial, or residential lots; however, no dead-end alleys shall be permitted. However, when the alley is the principal means of emergency access or access for service vehicles, they shall be no less than twenty (20) feet in width. (g) Reserved strips. Reserved strips restricting access from adjoining lands to an existing or future street or alley shall not be permitted; provided that nothing herein shall prohibit areas for plantings and landscaping where adequate access to the adjoining lands is otherwise available. (h) Access. The principal means of access to a subdivision shall be either a public street or, for townhouse developments pursuant to City Code section 34-388(b), a private street is permissible. (1) If a subdivision fronts on a dedicated, but unaccepted right-of-way, then the subdivider shall construct and improve such street in accordance with the requirements speci ed within this division. (2) Throughout the length of a street, including any distance between the boundary of the subdivision and any existing street, the principal means of access shall conform to standards articulated in the Standards and Design Manual. (i) Drainage. All drainage improvements shall be in accordance with the Standards and Design Manual. (j) Related improvements. (1) Streets shall be constructed in accordance with the Standards and Design Manual with public facilities and infrastructure within the dedicated right-of-way where required. (2) Sidewalks shall be constructed to approved city standards on both sides of every new street, and the dedicated right-of-way for a public street shall be su cient to permit installation of the sidewalk within the right-of-way on both sides of such street. (3) Where land being subdivided or developed fronts on an existing street, and adjacent property on either side has an existing sidewalk, the subdivider shall construct a sidewalk, and shall dedicate land to the public for such sidewalk, to connect to the existing sidewalk. On a residential lot or a lot containing at 24/40 2/28/2019 Charlottesville, VA Code of Ordinances least one (1) residential unit, the subdivider or developer thereof may, in the alternative, choose to contribute to a sidewalk fund, maintained and administered by the city, an amount equivalent to the cost of the dedication of land for and the construction of a sidewalk on the property. (4) Each sidewalk proposed to be accepted for maintenance by the city shall be marked on a plat as being "dedicated to the city for public use," and where practicable shall be located within the dedicated right- of-way for a public street. Each sidewalk proposed to be privately maintained shall be conveyed to a homeowners association or other private individual or entity, for ownership and perpetual maintenance, and shall be located outside the dedicated right-of-way for a public street. The agent or commission may require that a sidewalk proposed by the subdivider be privately maintained instead of being dedicated to the public, if the agent or commission determines there is not a need for the sidewalks to be publicly owned and maintained. (5) The agent or commission may vary or approve exceptions to the sidewalk requirements or other design standards that are the subject of this subparagraph. A request for a variance or exception may be made prior to or with submittal of a preliminary plat. If such a request is made, it shall include: a written statement of the justi cation for the request. In reviewing a request, the agent or commission shall consider, in addition to the factors set forth within section 29-36, and as may be applicable to the particular request: (i) whether a surface other than concrete is more appropriate for the subdivision because of the character of the proposed subdivision and the surrounding neighborhood; (ii) whether sidewalks on only one (1) side of the street may be appropriate due to environmental constraints such as streams, stream bu ers, critical slopes, oodplain, tree cover, or wetlands, or because lots are provided on only one (1) side of the street; (iii) whether the sidewalks reasonably can connect into an existing or future pedestrian system in the area; (iv) whether the length of the street is so short and the density of the development is so low that it is unlikely that the sidewalk would be used to an extent that it would provide a public bene t; (v) whether an alternate pedestrian system including an alternative pavement could provide more appropriate access throughout the subdivision and to adjoining lands, based on a proposed alternative pro le submitted by the subdivider; (vi) whether the sidewalks would be publicly or privately maintained; (vii) whether the waiver promotes the goals of the comprehensive plan, including the applicable neighborhood plan; and (viii) whether waiving the requirement would enable a di erent principle of the neighborhood plan to be more fully achieved. (4-21-08(1); 5-20-13(3), §§ 1, 2, e . 7-1-13) Sec. 29-183. - Improvement of existing on-site public streets, sidewalks and right-of-way. (a) Prior to approval of a preliminary plat, the agent or commission shall consider whether existing public streets that will serve the subdivision are adequate to accommodate the increase in tra c that may be reasonably expected to result from the development of the subdivision. If the agent or commission determines that the existing streets and/or sidewalks will be inadequate, as detailed in the Standards and Design Manual, it may require that the streets be improved so as to accommodate tra c resulting from the development of the subdivision. (1) For purposes of this section, the term "street that will serve the subdivision" shall mean a public street that will provide immediate vehicular access to any lot of the subdivision. (2) For purposes of this section, the term "improved to accommodate tra c" shall mean, for any street that will serve the subdivision, improvements on that part of a public street that abuts either the subdivision or that provides access to the subdivision, if the need for the improvements are substantially generated by the development of the subdivision. (b) Contributions for o -site street improvements are governed by section 29-230(2). 25/40 2/28/2019 Charlottesville, VA Code of Ordinances (4-21-08(1)) Secs. 29-184—29-199. - Reserved. DIVISION 4. - WATER, SEWER, DRAINAGE AND OTHER UTILITIES Sec. 29-200. - Water and sewer service. (a) A subdivision within the city served by public water and/or sewerage shall comply with the following requirements: (1) Public water and/or sewerage service shall be provided to each lot within the subdivision, consistent with the requirements of Chapter 31 of the City Code and the standards and design manual. Such systems shall be constructed by the subdivider to the point(s) at which they will join public service lines at a property line; however, the agent may grant exceptions to this requirement pursuant to section 29-36 above. In reviewing a waiver request, the agent shall consider the matters set forth within section 29-36 and shall (i) obtain the opinion of the city engineer as to the merits of the waiver request; and (ii) determine whether construction to the boundary lines would unnecessarily disturb signi cant environmental resources. (2) Water and sewer lines, and extensions of water and sewer mains, shall be installed in accordance with the requirements of City Code sections 31-114 and 34-115, and with the standards and design manual and requirements of Chapter 31 of the City Code. (b) Public water and sanitary sewer mains shall be located within dedicated public street right-of-way, unless topography renders that impractical. When any such mains must be located on private property, public easements shall be dedicated to allow for the placement of the mains and related facilities, and perpetual access thereto by the city and its authorized agents. Unless otherwise determined to be necessary by the director of public works, such easements shall be no less than twenty (20) feet in width. (4-21-08(1)) Sec. 29-201. - Natural gas. Installation of gas mains shall be governed by the applicable provisions of Chapter 31 of the City Code and the Standards and Design Manual. Where any city-owned gas main or related facilities must be located on private property, a public easement shall be dedicated to allow for the placement of the mains and related facilities and perpetual access thereto by the city and its authorized agents. (4-21-08(1)) Sec. 29-202. - Stormwater management and drainage facilities. (a) Every development shall be designed so that construction of buildings, structures, public facilities and other site- related improvements will minimize disturbance of natural drainage areas and critical slopes. Structures necessary to ensure stability of critical slopes shall be provided. (b) Every development will be designed to achieve state and local requirements for post-development stormwater management, including measures addressing both the quantity and quality of stormwater, as set forth within Chapter 10 of the City Code and the Standards and Design Manual. (4-21-08(1); 5-19-14, § 1, e . 7-1-14) Sec. 29-203. - Water for re protection. 26/40 2/28/2019 Charlottesville, VA Code of Ordinances No nal plat shall be approved by the agent without veri cation from the city's re code o cial that adequate capability exists to provide adequate re protection to serve the subdivision, including required re ows. Fire hydrants and distribution systems shall be installed and constructed by the subdivider in accordance with applicable requirements of the USBC and the USFPC; additionally, hydrant locations and re ow requirements shall be as prescribed by Insurance Service O ces (ISO) standards, subject to approval by the re department. (4-21-08(1)) Sec. 29-204. - Utilities. All utilities, including but not limited to wires, cables, pipes, conduits and appurtenant equipment for electricity, gas, water, sewer, telephone or similar service, shall be located within a subdivision as follows: (1) Each utility shall be located, to the extent practicable, in a manner that conforms to the natural topography, minimizes the disturbance of critical slopes and natural drainage areas, and allows vehicular and pedestrian interconnections within the subdivision and existing or future development on adjoining lands. (2) All new utilities shall be located underground except the following, which may be located above-ground: (i) equipment, including electric distribution transformers, switch gear, meter pedestals, telephone pedestals, outdoor lighting poles or standards, radio antennae and associated equipment, which is, under accepted utility practices, normally installed aboveground; (ii) meters, service connections, and similar equipment normally attached to the outside wall of a utility customer's premises; and (iii) satellite dishes. The agent or commission may grant variances or exceptions to the undergrounding requirements of this paragraph pursuant to section 29-36 above. In addition to the factors set forth within section 29-36 the agent or commission in reviewing any such request shall consider whether the requirement would unreasonably impact the existing above-ground utility network to an extent that extensive o -site improvements would be necessary. (3) No utility easements or facilities, other than those of city-owned and operated utilities, shall be located within the right-of-way for any public street, except upon the approval by city council of a franchise ordinance, or the city manager acting as its agent, in accordance with Va. Code § 15.2-2100 et seq. If the owner of any subdivision desires to construct in, on, under, or adjacent to any public streets located in the subdivision any gas, water, sewer or electric light or power works, pipes, wires, xtures or systems, they shall present plans or speci cations to the city engineer for approval. The city council, or the city manager acting as its agent, shall have forty- ve (45) days in which to approve or disapprove the plans. In the event of the failure of city council, or the city manager acting as its agent, to act within such period, the plans and speci cations may be submitted, after ten (10) days' notice to the agent, to the city's circuit court for its approval or disapproval. (4) Installation of utilities in or adjacent to the right-of-way shall be performed in a manner that will not preclude the installation of street trees or required landscaping. (5) Where appropriate, a subdivider shall convey common or shared easements to: (i) franchised cable television operators furnishing cable television, and (ii) public service corporations furnishing cable television, gas, telephone and electric service to the proposed subdivision. Such easements (the location of which shall be adequate for use by public service corporations and franchised cable television operators which may be expected to occupy them) shall be conveyed by reference on the nal plat to a declaration of the terms and conditions of such common or shared easements recorded in the city's land records. All such easements shall be located outside of the public street right-of-way, except as otherwise speci cally approved by city council in accordance with Va. Code § 15.2-2100 et seq. (4-21-08(1)) 27/40 2/28/2019 Charlottesville, VA Code of Ordinances Secs. 29-205—29-229. - Reserved. ARTICLE V. - CONTRIBUTIONS, DEDICATIONS, RESERVATIONS AND TRANSFERS Sec. 29-230. - Contributions for o -site improvements. Each plat may be approved on the condition that the subdivider contributes a pro rata share of the cost of the following o - site improvements: (1) Each subdivider shall pay to the city his pro rata share of the cost of providing reasonable and necessary sewer, water and drainage improvements not located on the property, if such improvements are necessitated or required, at least in part, by the construction or improvement of the subdivision, provided that: (i) no payment shall be required until the city establishes a general sewer, water and drainage improvement program for an area having related and common sewer, water and drainage conditions and within which the property is located or the city council has committed itself by ordinance to the establishment of such a program; and (ii) the program complies with the requirements of Va. Code § 15.2-2243. (2) Each subdivider may voluntarily contribute, and the city council may accept, funds for reasonable and necessary o -site street improvements, the need for which is substantially generated and reasonably required by the construction or improvement of the subdivision. The determination of whether the need for an improvement is substantially generated and reasonably required by the subdivision shall be made by city council. In determining whether the need for an improvement is substantially generated by the subdivision, the city council shall consider whether: (i) the impact of the subdivision would create a threat to the public health, safety or welfare if not addressed by the improvement; (ii) the street improvement is identi ed in the city's capital improvement program; (iii) the street improvement is identi ed in the comprehensive plan as a needed or desired improvement; and (iv) the need generated is more than an incremental e ect that would otherwise result, as determined by annual population growth, vehicular tra c or other relevant criteria. (4-21-08(1)) Sec. 29-231. - Dedication of streets, curb and gutter, water and sewer facilities, etc. for public use. (a) The agent or commission shall require a subdivider to dedicate to the city for public use every easement and right- of-way located within the subdivision or section thereof, which has constructed or proposed to be constructed therein any public street, curb, gutter, sidewalk, bicycle trail, drainage or sewerage system, waterline as part of a public system, or other improvement dedicated for public use and to be maintained by the city or another public agency, as follows: (1) The city council shall not be required to compensate the subdivider for any such dedicated land or improvements. (2) The land and improvements to be dedicated shall be set apart on the nal plat and shall be identi ed by a note on the plat stating that the land is dedicated for public use. (3) When a subdivision abuts one (1) side of an existing or platted street, the subdivider shall dedicate at least one-half (½) of the right-of-way necessary to make the street comply with the minimum width required for the street as designated in the Standards and Design Manual. (b) The agent or commission shall require each subdivider to dedicate to the city for public use all water and sewerage facilities designed, constructed and approved to be dedicated as public water and sewerage systems, and shall require each subdivider to establish an easement on the land appurtenant to such facilities, extending to any 28/40 2/28/2019 Charlottesville, VA Code of Ordinances abutting property owned by the subdivider, if the facilities are required by this chapter, as follows: (1) The city council shall not be required to compensate the subdivider for the dedicated facilities or the establishment of any easement. (2) The facilities to be dedicated and any easement to be established shall be speci cally identi ed and set apart on the nal plat and shall be identi ed by a note on the plat stating that the facilities are dedicated to, and the easement is established for, the City of Charlottesville. (3) All nal plats containing proposed public easements shall expressly reference a declaration of the terms and conditions of such public easements recorded with the subdivision plat in the city's land records. (c) The agent or commission shall require each subdivider to establish easements for facilities for stormwater management and drainage control, as follows: (1) An easement for all stormwater management facilities and drainage control improvements located on the property shall be established whenever the improvement is designed and/or constructed beyond a street right-of-way or access easement and shall extend from all drainage outfalls to an adequate channel that satis es minimum standards established by the Virginia Department of Environmental Quality or the State Water Control Board, to the boundary of the property. (2) An easement shall be established along every natural stream, natural drainage area to be preserved, and every manmade waterway located on the property. (3) The area of each required easement shall be su cient, as determined by the city engineer, to: (i) accommodate the facilities and the drainage characteristics from each drainage outfall from a drainage control, (ii) allow access to a natural stream or manmade waterway to allow widening, deepening, relocating, improving, or protecting the natural stream or manmade waterway for drainage purposes, and (iii) to meet applicable standards and requirements set forth within Chapter 10 and the Design and Standards Manual. (4) Each required easement shall include a right of ingress and egress for installation, maintenance, operation, repair and reconstruction of any improvement within the easement. The agent or commission may require that an easement be provided through abutting land under the same ownership as the property. (5) The city council shall not be required to compensate the subdivider for any easement or any improvements thereon. (6) All nal plats containing proposed public easements shall expressly reference a declaration of the terms and conditions of such public easements recorded with the subdivision plat in the city's land records. (7) No easement shall be considered part of any required street width. (4-21-08(1); 5-19-14, § 1, e . 7-1-14) Sec. 29-232. - Dedication of land for public use. A subdivider may dedicate to the city any land within the subdivision that is suitable for parks, open space, stormwater management facilities and other public facilities, utilities and other public or semipublic uses, as follows: (1) The city council shall not be required to compensate the subdivider for the land dedicated if the dedication is a gift, required by a pro er as part of a conditional rezoning, required as a condition of a special use permit, variance or other approval, or if the need for the land is substantially generated by the subdivision. The determination of whether the need for land is substantially generated by the subdivision shall be made in the manner prescribed by section 29-230(2). (2) Land dedicated under this section shall be set apart on the nal plat and shall be identi ed by a note on the plat stating that the land is dedicated for public use. The proposed dedication shall be subject to review as to consistency with the City's Comprehensive Plan, as required by Code of Virginia § 15.2-2232. 29/40 2/28/2019 Charlottesville, VA Code of Ordinances (3) A subdivider's proposed dedication of a stormwater management facility shall be reviewed and governed by the Code section 10-56. No such dedication shall be accepted unless and until the city receives a nancial guarantee, bond or like surety, in an amount su cient for and conditioned upon the construction of such stormwater manag in accordance with the standards and requirements set forth within Chapter 10 and the Design and Standards M (4-21-08(1); 5-19-14, § 1, e . 7-1-14) Sec. 29-233. - Reservations of land. A subdivider may reserve for future dedication to the city a part of the property suitable for parks, schools, open space and other public facilities, utilities and other public or semipublic uses, as follows: (1) The city council shall not be required to compensate the subdivider for the reservation of land if the dedication is a gift, required by a pro er as part of a conditional rezoning, required as a condition of a special use permit, variance, or other approval, or if the need for the land is substantially generated by the subdivision. The determination of whether the need for the land is substantially generated by the subdivision shall be made in the manner prescribed by section 29-230(2). (2) Land reserved under this section shall be set apart on the nal plat and shall be identi ed by a note on the plat stating that the land is reserved for future dedication for public use. (3) The subdivider may petition the city council to release a reservation if the land is not used for a public purpose, using the procedure set forth within section 29-38 for vacation of a plat. (4) Nothing in this section precludes land being reserved for a public use which is not included in the comprehensive plan, provided the land is acceptable to the city for reservation. (4-21-08(1)) Sec. 29-234. - E ect of recordation of plat on dedications and certain easements. The recording of a nal plat shall transfer dedicated land and improvements and shall establish certain easements, as follows: (1) Recordation shall operate to transfer, in fee simple, to the city that portion of the land set apart on the plat and dedicated for public use. (2) Recordation shall operate to transfer to the city any easement set apart on the plat and dedicated to public use to create a public right of passage over the property. (3) Recordation shall operate to transfer to the city, in fee simple, the water and sewer facilities, and related easements, set apart on the plat and dedicated for public use. (4) Recordation shall operate to terminate and extinguish all rights-of-way, easements or other interests of the city in the property not shown on the plat, except that an interest acquired by the city by eminent domain, by purchase for valuable consideration and evidenced by a separate instrument of record, or streets, alleys or easements for public passage subject to the provisions of Va. Code §§ 15.2-2271 or 2272. (5) Recordation shall not constitute acceptance of any improvement by the city. Acceptance shall occur pursuant to Article VI, section 29-260, subsection (e) below. (4-21-08(1)) Secs. 29-235—29-259. - Reserved. ARTICLE VI. - COMPLETION OF ON-SITE IMPROVEMENTS AND SURETY 30/40 2/28/2019 Charlottesville, VA Code of Ordinances Sec. 29-260. - Satisfactory completion of site-related improvements required. (a) A developer shall either (i) complete all site-related improvements required by this chapter prior to issuance of the rst certi cate of occupancy for any building within a development, or (ii) execute a written agreement with the city to complete the construction of all such site-related improvements within a period of time set forth within such agreement, relative to a speci ed plan for phasing of the proposed development. In either case: prior to issuance of any building permit, and prior to issuance of any permit authorizing any land disturbing activity within the development, the developer shall provide a nancial performance guarantee for completion of the site-related improvements, as set forth within paragraph (c), below. For the purposes of this section, the term "site-related improvements" means the following facilities: every public street, curb, gutter sidewalk, bicycle trail, drainage or sewerage system, waterline as part of a public system, or other improvement dedicated for public use and proposed to be maintained by the city or another public agency; and other improvements required by this chapter, and to be nanced in whole or in part by private funds, for: vehicular ingress and egress, including tra c signalization and control, for public access streets, for structures necessary to ensure stability of critical slopes, and for stormwater management facilities. (b) Upon completion of required site-related improvements, a developer shall submit to the agent a certi cate of completion prepared by a professional engineer or a land surveyor, and the developer shall also submit his or her own certi cation to the agent that all of the construction costs for the improvements, including those for materials and labor, have been paid to the person(s) constructing the improvements. (c) Every nal plat approval shall be conditioned upon compliance with all of the requirements of this section. Prior to such nal approval, and prior to the agent's signature of the nal plat, the agent shall obtain the subdivider's written acknowledgement of the obligation and applicable time period for completing construction of the site- related improvements. The obligation to complete construction of all site-related improvements in accordance with city requirements, standards and speci cations, and within the applicable time period, shall be backed by an adequate performance guarantee, established as follows: (1) A developer shall furnish to the agent a nancial guarantee, which shall be one (1) of the following: (i) a certi ed check or cash escrow; (ii) a personal, corporate or property bond, with surety satisfactory to the city; (iii) a contract for the construction of such facilities and the construction contractor's bond, with like surety; or (iii) a bank or savings institution's letter of credit on certain designated funds satisfactory to the city as to the bank or savings institution, the amount and the form. Each nancial guarantee shall be in an amount equal to the estimated cost of construction of the site-related facilities, based on unit prices for new public or private sector construction within the city, plus a reasonable allowance for estimated administrative costs, in ation, and potential damage to existing roads or utilities, which shall not exceed 25% percent of the estimated construction costs. Every nancial guarantee shall be conditioned upon completion of construction of the site- related improvements in accordance with city ordinances, regulations and standards, within the time period applicable under paragraph (a) of this section. (2) If a subdivider records a nal plat which may be a section of a subdivision as shown on an approved preliminary plat, and furnishes to the governing body at the same time a certi ed check, cash escrow, bond, or letter of credit, in such amount and conditioned as speci ed within paragraph (c)(1), above, to ensure completion of construction of site-related facilities be dedicated for public use within that section, then the subdivider shall have the right to record the remaining sections shown on the preliminary subdivision plat for a period of ve (5) years from the recordation date of the rst section, or for such longer period as the agent may, at the time of approval of the plat for the rst section, determine to be reasonable, taking into consideration the size and phasing of the proposed development, subject to the terms and conditions of this subsection and subject further to engineering and construction standards and zoning requirements in e ect 31/40 2/28/2019 Charlottesville, VA Code of Ordinances at the time that each remaining section is recorded. The amount of the nancial guarantee for site-related improvements in each subsequent section shall be established, and such nancial guarantee shall be provided by the developer to the agent, prior to issuance of any building permit or any other permit authorizing land disturbing activity within that section. (d) The city shall provide periodic partial release, and nal complete release, of any bond, escrow, letter of credit, or other performance guarantee required by the city under this article, within thirty (30) days after receipt of written notice by the subdivider of completion of part or all of any public facilities required to be constructed hereunder, unless the director of neighborhood development services noti es the subdivider in writing, prior to the expiration of the thirty-day period, of any grounds preventing the city's approval or acceptance of the facilities and of any speci ed defects or de ciencies in construction and suggested corrective measures. (1) Requests for partial or nal release(s) of performance guarantees shall be in writing and accompanied by as- built drawings, certi ed by a professional engineer licensed by the Commonwealth of Virginia, certifying that construction of the improvements and facilities that are the subject(s) of such performance guarantees is in substantial conformity with the approved nal subdivision plat and applicable city standards. An engineer's certi cation pertaining to construction of street improvements shall also certify that on-site typical pavement sections are consistent with the approved design speci cations and that standard pavement construction practices were followed. (2) Requests for partial or nal release(s) of performance guarantees shall be processed by the city in accordance with the requirements of Va. Code § 15.2-2245. (3) If the agent fails to take written action within the thirty-day period on a request for partial release, the request shall be deemed approved and a partial release shall be granted. No nal release shall be granted until after expiration of the thirty-day period and an additional request in writing is sent by certi ed mail return receipt to the city manager. The agent shall act within ten (10) working days of receipt by the city manager of any such request; if the agent fails to act, then the request shall be deemed approved and nal release shall be granted to the subdivider. (e) For the purposes of this chapter, a public improvement shall be deemed to be accepted when it is formally accepted by city council and taken over for operation and maintenance by the city, as evidenced by a resolution of city council. Nothing in this chapter, including the approval of a nal plat, shall obligate the city to accept and take over for operation and maintenance any improvements completed by a subdivider as required by this chapter. Acceptance or approval of an improvement shall be made only if the improvement satis es all applicable statutes, regulations, ordinances, guidelines, design and construction standards for acceptance or approval of the improvement, upon completion of inspections by the city. (f) All site-related improvements required by this chapter shall be completed at the expense of the subdivider, except where the subdivider and the city enter into a cost-sharing or reimbursement agreement prior to nal plat approval. The city shall not be obligated to maintain, repair, replace or reconstruct any improvement required by this chapter. Nothing in this chapter obligates the city to pay any costs arising from any improvement, unless the city has a recorded ownership interest in the improvement, evident from an inspection of the city's land records, or has otherwise agreed in writing to maintain, repair, replace or reconstruct the improvement. (4-21-08(1); 5-19-14, § 1, e . 7-1-14) Sec. 29-261. - Inspections; right of entry. (a) Submittal of a preliminary or nal plat by a subdivider shall constitute consent by the subdivider to all o cers and employees of the city, and any state department or agency, to enter upon the property at all reasonable times for the purpose of making periodic inspections related to the review of the preliminary and nal plat for compliance with this chapter and applicable state laws and regulations. 32/40 2/28/2019 Charlottesville, VA Code of Ordinances (b) The subdivider shall provide at least ve (5) days' prior notice to the city engineer when each stage of construction and improvement of the subdivision is ready for inspection. (c) Any inspection of public improvements shall be conducted solely to determine compliance with the requirements and speci cations provided by law and the approved plat. (4-21-08(1)) DIVISION 7. - LOTS AND PARCELS-DEVELOPMENT; GENERAL REGULATIONS Sec. 34-1120. - Lot regulations, general. (a) Frontage requirement. Every lot shall have its principal frontage on a street or place (i) that has been accepted by the city for maintenance, or (ii) that a subdivider or developer has been contractually obligated to install as a condition of subdivision or site plan approval and for which an adequate nancial guaranty has been furnished to the city. Except for ag lots, stem lots, and cul-de-sac lots, or other circumstances described within the city's subdivision ordinance, no lot shall be used, in whole or in part, for any residential purpose unless such lot abuts a street right-of-way for at least the minimum distance required by such subdivision ordinance for a residential lot. (b) Critical slopes. (1) Purpose and intent. The provisions of this subsection (hereinafter, "critical slopes provisions") are intended to protect topographical features that have a slope in excess of the grade established and other characteristics in the following ordinance for the following reasons and whose disturbance could cause one (1) or more of the following negative impacts: a. Erosion a ecting the structural integrity of those features. b. Stormwater and erosion-related impacts on adjacent properties. c. Stormwater and erosion-related impacts to environmentally sensitive areas such as streams and wetlands. d. Increased stormwater velocity due to loss of vegetation. e. Decreased groundwater recharge due to changes in site hydrology. f. Loss of natural or topographic features that contribute substantially to the natural beauty and visual quality of the community such as loss of tree canopy, forested areas and wildlife habitat. These provisions are intended to direct building locations to terrain more suitable to development and to discourage development on critical slopes for the reasons listed above, and to supplement other regulations and policies regarding encroachment of development into stream bu ers and oodplains and protection of public water supplies. (2) De nition of critical slope. A critical slope is any slope whose grade is 25% or greater and: 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 b. A portion of the slope is within two hundred (200) feet of any waterway as identi ed on the most current city topographical maps maintained by the department of neighborhood development services. Parcels containing critical slopes are shown on the map entitled "Properties Impacted by Critical Slopes" maintained by the department of neighborhood development services. These critical slopes provisions shall apply to all critical slopes as de ned herein, notwithstanding any subdivision, lot line adjustment, or other action a ecting parcel boundaries made subsequent to the date of enactment of this section. (3) Building site required. Every newly created lot shall contain at least one (1) building site. For purposes of this 33/40 2/28/2019 Charlottesville, VA Code of Ordinances section, the term building site refers to a contiguous area of land in slopes of less than 25%, as determined by reference to the most current city topographical maps maintained by the department of neighborhood development services or a source determined by the city engineer to be of superior accuracy, exclusive of such areas as may be located in the ood hazard overlay district or under water. (4) Building site area and dimensions. Each building site in a residential development shall have adequate area for all dwelling unit(s) outside of all required yard areas for the applicable zoning district and all parking areas. Within all other developments subject to the requirement of a site plan, each building site shall have adequate area for all buildings and structures, parking and loading areas, storage yards and other improvements, and all earth disturbing activity related to the improvements. (5) Location of structures and improvements. The following shall apply to the location of any building or structure for which a permit is required under the Uniform Statewide Building Code and to any improvement shown on a site plan pursuant to Article VII of this chapter: a. No building, structure or improvement shall be located on any lot or parcel within any area other than a building site. b. No building, structure or improvement, nor any earth disturbing activity to establish such building, structure or improvement shall be located on a critical slope, except as may be permitted by a modi cation or waiver. (6) Modi cation or waiver. a. Any person who is the owner, owner's agent, or contract purchaser (with the owner's written consent) of property may request a modi cation or waiver of the requirements of these critical slopes provisions. Any such request shall be presented in writing and shall address how the proposed modi cation or waiver will satisfy the purpose and intent of these provisions. b. The director of neighborhood development services shall post on the city website notice of the date, time and place that a request for a modi cation or waiver of the requirements of these critical slopes provisions will be reviewed and cause written notice to be sent to the applicant or his agent and the owner or agent for the owner of each property located within ve hundred (500) feet of the property subject to the waiver. Notice sent by rst class mail to the last known address of such owner or agent as shown on the current real estate tax assessment books, postmarked not less than ve (5) days before the meeting, shall be deemed adequate. A representative of the department of neighborhood development services shall make a davit that such mailing has been made and le the a davit with the papers related to the site plan application. c. All modi cation or waiver requests shall be submitted to the department of neighborhood development services, to be reviewed by the planning commission. In considering a requested modi cation or waiver the planning commission shall consider the recommendation of the director of neighborhood development services or their designee. The director, in formulating his recommendation, shall consult with the city engineer, the city's environmental manager, and other appropriate o cials. The director shall provide the planning commission with an evaluation of the proposed modi cation or waiver that considers the potential for soil erosion, sedimentation and water pollution in accordance with current provisions of the Commonwealth of Virginia Erosion and Sediment Control Handbook and the Virginia State Water Control Board best management practices, and, where applicable, the provisions of Chapter 10 of the City Code. The director may also consider other negative impacts of disturbance as de ned in these critical slope provisions. d. The planning commission shall make a recommendation to city council in accordance with the criteria set forth in this section, and city council may thereafter grant a modi cation or waiver upon making a nding that: 34/40 2/28/2019 Charlottesville, VA Code of Ordinances (i) The public bene ts of allowing disturbance of a critical slope outweigh the public bene ts of the undist bene ts include, but are not limited to, stormwater and erosion control that maintains the stability of t quality of adjacent or environmentally sensitive areas; groundwater recharge; reduced stormwater vel impervious surfaces; and stabilization of otherwise unstable slopes); or (ii) Due to unusual size, topography, shape, location, or other unusual physical conditions, or existing development of a property, one (1) or more of these critical slopes provisions would e ectively prohibit or unreasonably restrict the use, reuse or redevelopment of such property or would result in signi cant degradation of the site or adjacent properties. No modi cation or waiver granted shall be detrimental to the public health, safety or welfare, detrimental to the orderly development of the area or adjacent properties, or contrary to sound engineering practices. e. In granting a modi cation or waiver, city council may allow the disturbance of a portion of the slope, but may determine that there are some features or areas that cannot be disturbed. These include, but are not limited to: (i) Large stands of trees; (ii) Rock outcroppings; (iii) Slopes greater than 60%. City council shall consider the potential negative impacts of the disturbance and regrading of critical slopes, and of resulting new slopes and/or retaining walls. City council may impose conditions as it deems necessary to protect the public health, safety or welfare and to insure that development will be consistent with the purpose and intent of these critical slopes provisions. Conditions shall clearly specify the negative impacts that they will mitigate. Conditions may include, but are not limited to: (i) Compliance with the "Low Impact Development Standards" found in the City Standards and Design Manual. (ii) A limitation on retaining wall height, length, or use; (iii) Replacement of trees removed at up to three-to-one ratio; (iv) Habitat redevelopment; (v) An increase in storm water detention of up to 10% greater than that required by city development standards; (vi) Detailed site engineering plans to achieve increased slope stability, ground water recharge, and/or decrease in stormwater surface ow velocity; (vii) Limitation of the period of construction disturbance to a speci c number of consecutive days; (viii) Requirement that reseeding occur in less days than otherwise required by City Code. (7) Exemptions. A lot, structure or improvement may be exempt from the requirements of these critical slopes provisions, as follows: a. Any structure which was lawfully in existence prior to the e ective date of these critical slopes provisions, and which is nonconforming solely on the basis of the requirements of these provisions, may be expanded, enlarged, extended, modi ed and/or reconstructed as though such structure were a conforming structure. For the purposes of this section, the term "lawfully in existence" shall also apply to any structure for which a site plan was approved or a building permit was issued prior to the e ective date of these provisions, provided such plan or permit has not expired. b. Any lot or parcel of record which was lawfully a lot of record on the e ective date of this chapter shall be exempt from the requirements of these critical slopes provisions for the establishment of the rst single- 35/40 2/28/2019 Charlottesville, VA Code of Ordinances family dwelling unit on such lot or parcel; however, subparagraph (5)(b) above, shall apply to such lot or parcel if it contains adequate land area in slopes of less than 25% for the location of such structure. c. Driveways, public utility lines and appurtenances, stormwater management facilities and any other public facilities necessary to allow the use of the parcel shall not be required to be located within a building site and shall not be subject to the building site area and dimension requirements set forth above within these critical slopes provisions, provided that the applicant demonstrates that no reasonable alternative location or alignment exists. The city engineer shall require that protective and restorative measures be installed and maintained as deemed necessary to insure that the development will be consistent with the purpose and intent of these critical slopes provisions. (9-15-03(3); 11-21-05; 1-17-06(7); 1-17-12; 7-16-12) Sec. 34-1121. - Sight distance—Required sight triangle. Sight Distance (a) For purposes of this section, the term "sight triangle" shall mean: (1) The triangular area formed at a corner intersection of public right-of-way and a driveway, at a corner intersection of an alley public right-of-way and a street right-of-way, or at a corner intersection of two (2) public rights-of-way, where (2) The two (2) equal sides are twenty (20) feet long, measured along. a. The right-of-way line of the street and the edge of the driveway, or b. The lines of each of the two (2) intersecting public rights-of-way; and where (3) The third side of the triangle is a line connecting the two (2) equal sides. (b) Where a driveway intersects a public right-of-way, or where property abuts the intersection of two (2) public rights- of-way, no person shall place or maintain any structures, fences, landscaping or any other objects within any sight triangle area, where any such object(s) obstruct or obscure sight distance visibility by more than twenty- ve (25) percent of the total view in the vertical plane above the sight triangle area between a height of fty-four (54) inches and one hundred twenty (120) inches above the roadway surface, except for the following: (1) Landscaping, structures or fences that protrude no more than fty-four (54) inches above the adjacent roadway surface may be permitted within the sight triangle area; and (2) Trees may be planted and maintained within the sight triangle area, if all branches are trimmed to maintain a clear vision for a vertical height of one hundred twenty (120) inches above the roadway surface and the location of the trees planted (based on the tree species' expected mature height and size) does not obstruct sight visibility by more than twenty- ve (25) percent of the sight triangle area. 36/40 2/28/2019 Charlottesville, VA Code of Ordinances (3) United States mail boxes, police and re alarm boxes, public utility poles, street name markers, o cial tra c sign devices, re hydrants, and trees having no visual obstruction (other than the tree trunk) up to the height of ten (1 established street grade. (9-15-03(3); 11-21-05) Sec. 34-1122. - Interpretation of lot and yard designations. 37/40 2/28/2019 Charlottesville, VA Code of Ordinances Interpretation of Lot and Yard Designations (9-15-03(3)) Sec. 34-1123. - Lot area requirements—Certain residential uses. When located on a lot containing fewer than three (3) total dwelling units, and where permitted within the applicable zoning district, the following residential uses shall be subject to the speci ed minimum (min.) and average (avg.) lot area requirements, according to the zoning district in which such uses are located: Lot Area Requirements—Residential Uses Single-Family Single-Family Two-Family (TFD) Townhouse (TH) Detached (SFD) Attached (SFA) R-1 8,125 SF min. NA NA NA R-1S 6,000 SF min. NA NA NA R-1U 8,125 SF min. NA NA NA R-1US 6,000 SF min. NA NA NA R-2, R-2U, and 6,000 SF min. Per dwelling unit: 7,200 SF, min.; 2,000 SF, min. McIntire/5th St. Res. 2,000 SF, min., 6,000 SF, min. for Corridor 3,600 SF, avg. lots of record prior to 08/03/64 38/40 2/28/2019 Charlottesville, VA Code of Ordinances All other districts 6,000 SF min. Per dwelling unit: 7,200 SF, min.; 2,000 SF, min. 2,000 SF, min., 6,000 SF, min. for 3,600 SF, avg. lots of record prior to 08/03/64 (9-15-03(3); 6-6-05(2)) Sec. 34-1124. - Vacant lot construction—Required sidewalks, curbs and gutters. (a) The planning commission shall, from time to time, promulgate criteria by which the utility and necessity (i.e., high- priority versus low-priority, taking into account public necessity versus cost to the property owner) of community sidewalks may be assessed ("sidewalk criteria"). These criteria shall guide the city's expenditure of funds within the sidewalk improvement fund referred to in paragraph (b), below. A copy of these sidewalk criteria shall be maintained within the department of neighborhood development services. (b) For the protection of pedestrians and to control drainage problems, when not more than two (2) dwelling units are to be constructed upon a previously unimproved lot or parcel, or when any single-family detached dwelling is converted to a two-family dwelling, sidewalk, curb and gutter (collectively, "sidewalk improvements") shall be constructed within public right-of-way dedicated along the adjacent public street frontage for that purpose. No certi cate of occupancy shall be issued for the dwelling(s) until the sidewalk improvements have been accepted by the city for maintenance, or an adequate nancial guaranty has been furnished to the city conditioned upon completion of the sidewalk improvements within a speci c period of time. The requirements of this paragraph shall not apply, if (i) the owner of the lot or parcel obtains a waiver of the required sidewalk improvements from city council, or (ii) the owner of the lot or parcel, at the owner's sole option, elects to contribute funds to a sidewalk improvement fund in an amount equivalent to the cost of dedication of land for and construction of the required sidewalk, curb and gutter. (c) Sidewalks, curbs and gutters required by this section shall be constructed in accordance with the standards set forth within the city's subdivision ordinance. (d) Nothing within this section shall in any way a ect the city's authority to require sidewalks, curb and gutter to be bonded and constructed by a developer on any newly constructed public street. The provisions of paragraph (b), above, shall not apply to any lot or parcel of land within a "development," as that term is de ned within section 34- 1200. (9-15-03(3); 7-16-12; 6-15-15(1) Sec. 34-1125. - Required plans and approvals—Residential dwellings. Except in the case of construction in developments pursuant to an approved site plan, along with each application for a building permit for constructing, enlarging, altering, or demolishing a single- or two-family dwelling, an applicant shall provide the following information and materials, to enable the zoning administrator to review the application to determine compliance with the requirements of this article: (1) Construction or reconstruction of a residential dwelling, on a vacant lot: a. A survey plat, showing (without limitation) the boundaries of the lot, and the area of the lot (indicated in square feet and/or acreage) b. Construction plans, showing the location of the proposed building in relation to lot lines, required yards, 39/40 2/28/2019 Charlottesville, VA Code of Ordinances required sidewalk, curb and gutter, etc. c. A drawing identifying trees to be removed during the construction process, and specifying the diameter, location and condition of those trees. (2) Proposed additions/modi cations of an existing building: a. A construction plan, showing the location and footprint of each proposed addition, in relation to lot lines, required yards, sidewalks, etc. b. A plan indicating the number, location, and materials to be used in construction of additional o -street parking spaces required in connection with, or as a result of, the proposed addition/modi cation; c. A drawing identifying trees to be removed during the construction process, and specifying the diameter, location and condition of those trees. d. A written certi cation indicating the existing use(s) of the building which is the subject of the application, and of all other buildings located on the same lot. (9-15-03(3)) Sec. 34-1126. - Mixed-use development. (a) With respect to any mixed-use development residential density may be calculated using the area of the entire development site, even if one (1) or more residential components is or will be situated on an individual lot not subject to ownership in common with other lots comprising the development site. For the purpose of this section, the term "development site" shall mean and refer to all the lots or parcels of land containing, or proposed to contain, any component(s) of a mixed use development, where all such lots or parcels have been included within and are subject to the requirements of a single (1) site plan. (b) Notations shall be included on all subdivision plats, site plans, building permits and certi cates of occupancy for a mixed use development, identifying the component uses and density limitations applicable to the mixed use development. (9-15-03(3)) Secs. 34-1127—34-1139. - Reserved. 40/40