CITY OF CHARLOTTESVILLE “A World Class City” Department of Neighborhood Development Services City Hall Post Office Box 911 Charlottesville, Virginia 22902 Telephone 434-970-3182 Fax 434-970-3359 www.charlottesville.gov September 22, 2020 Dear Adjacent Property Owner(s)/Resident(s)/Applicant(s)/Interested Parties: As part of the City's desire to keep community residents informed about community activities that might affect them, this letter is being sent to inform you that Mr. Mike Myers, representing Preston Commons, LLC, has submitted a final site plan. The site plan proposes construction of ten (10) dwelling units on approximately 0.854-acres of land zoned R-2 Residential. The property is currently vacant and is bordered by Preston Avenue to the west, Cabell Avenue to the north, and Barbour Drive to the east. The property is further identified in City Tax Records as TMPs 030072000, 030071000, 030068000, 030069000, and 030070000. The General Land Use Plan calls for Low Density Residential development. The purposes of this package and the meeting noted below are to give you the chance to become familiar with the applicant's development plans, and to allow you to make suggestions at the planning stages. The materials included within this package are: a cover letter from the applicant summarizing the proposed development; selected pages from the site plan for your information; and a postage-paid envelope for the purpose of providing comments to the applicant. You are invited to the PRESTON COMMONS SITE PLAN CONFERENCE, to be held virtually via Zoom on October 7, 2020, at 10:00 am. Computer and telephone attendance options are available. To register for this Zoom virtual meeting, please visit: https://www.charlottesville.gov/zoom. You may also provide written comments via the included postage-paid envelope or via email to winterj@charlottesville.gov. Written comments must be provided within 30 calendar days of the Zoom virtual meeting, or no later than Friday, November 6, 2020. If you have any questions or comments, please do not hesitate to contact me at 434-970-3991 or winterj@charlottesville.gov. Sincerely, Joey Winter City Planner 30 Scale, LLC 871 Justin Drive, Palmyra, VA 22963 Ph. 434.242.2866 mike@30scale.com September 9, 2020 RE: Preston Commons Site Plan Tax Map 3-68, 3-69, 3-70, 3-71 and 3-72 City of Charlottesville, Virginia Dear Neighbor, The owner/applicant of the referenced parcels, Preston Commons, LLC has submitted a Final Site Plan for the construction of ten (10) new for-sale dwelling units on approximately 0.854-acres of land zoned R-2. The property is currently vacant and is bordered by Preston Avenue on the west, Cabell Avenue on the north, and Barbour drive on the east. The ten (10) new dwelling units will consist of eight (8) Single-Family Attached dwelling units and two (2) Two-Family dwelling units as shown on the attached site plan. The applicant will also construct concrete curb and gutter, and concrete sidewalk along the site frontage with Cabell Avenue and Barbour Drive. Street trees will also be planted along the site frontage as shown on the Landscape Plan. Contact information for the owner/applicant is as follows: Preston Commons, LLC 1701 Allied Street, Suite B4 Charlottesville, VA 22903 ATTN: Bob Hauser, phone: (434) 981-2034, email: rhasuer@stonehaus.net Contact information for the plan preparer and representative for the applicant is as follows: 30 Scale, LLC 871 Justin Drive Palmyra, VA 22963 ATTN: Michael Myers, PE, CFM, phone (434) 242-2866, email: mike@30scale.com Sincerely, Michael Myers, P.E., CFM 1|Page ©2020 - 30SCALE, LLC PRESTON COMMONS 30 SCALE ENGINEERING FINAL SITE PLAN owner: PRESTON COMMONS, LLC 1701 ALLIED ST, SUITE B4 TMP(S): 3-68, 3-69, 3-70, 3-71 AND 3-72 CHARLOTTESVILLE, VA 22903 engineer: CITY OF CHARLOTTESVILLE, VA 30 SCALE, LLC 871 JUSTIN DRIVE PALMYRA, VA 22963 ABBREVIATIONS SYMBOLS p: 434.242.2866 e: mike@30scale.com web: www.30scale.com AC ACRE EXISTING PROPOSED N 9 ADA AMERICANS WITH DISABILITIES ACT Y N BA E2 KWA ARV AIR RELEASE VALVE GRASS DITCH LINING PER VESCH 3.32 RR RT AC BF BASEMENT FLOOR PAR VDOT STD. EC-3 DITCH LINING RUGBY A KS BM BENCH MARK VE RD BW BOTTOM OF WALL (AT GROUND LEVEL) JWW 498 12 50 CFS CUBIC FEET PER SECOND CONTOUR LINE WITH ELEVATION ROUTE 2 CG-12 ADA ACCESSIBLE CURB RAMP (VDOT STANDARD) CL CLASS 27 12 STORM SEWER STRUCTURE IDENTIFIER D CMP CORRUGATED METAL PIPE YR 5 5 SANITARY SEWER STRUCTURE IDENTIFIER CHS GB CO SANITARY SEWER CLEANOUT RU CONC CONCRETE BARRACKS RD CY CUBIC YARDS BENCHMARK, TEST PIT SHOPPING CENTER DB/PG DEED BOOK/PAGE McINTIRE DEQ VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY MANHOLE WITH FRAME AND COVER PARK E DIP DUCTILE IRON PIPE L AV EL SITE PRESTON COMMONS DOM DOMESTIC SPOT ELEVATION RUGBY B AVE CA T E&S EROSION AND SEDIMENT CONTROL RD ET S PRE ADA PARKING SYMBOL BY TMP 3-68,3-69,3-70,3-71 & 3-72 ST EL, ELEV ELEVATION G RU VE LA STO EMM EP, EOP EDGE OF PAVEMENT IVY SITE PARK WATER CROCK/METER RD CABEL ESMT EASEMENT N EW END WALL AVE EX EXISTING FIRE HYDRANT GR MADISON AVE AD WASHINGTON ROU FF FIRST FLOOR YA TE 2 VE PARK 5 0 FINAL SITE PLAN FH FIRE HYDRANT WATER VALVE PR CITY OF CHARLOTTESVILLE, VIRGINIA WASHINGTON FM FORCE MAIN ES PARK WATERMAIN TON BURLEY ES T FPS FEET PER SECOND HS GSF GROSS SQUARE FEET AV E 10T GW GUY WIRE SANITARY SEWER MAIN HDPE HIGH-DENSITY POLYETHYLENE PIPE JPA HP HIGH POINT STORM SEWER WM AIN T HT HEIGHT UVA ST E HIGH S PROPERTY LINE/RIGHT-OF-WAY LINE HOSPITAL DOW GR INV INVERT N AD YA IRF IRON ROD FOUND MALTOWN EM GO VE CENTER LINE L AR RD IRS IRON ROD SET KE ON L LENGTH TS AVE E T AV LAT LATERAL FENCE LINE RY LF LINEAR FEET ER LP LOW POINT EASEMENT LINE CH LT LEFT MAX MH MAXIMUM MANHOLE VICINITY MAP SCALE: 1"=2000' PARCEL MAP SCALE: 1"=500' MIN MINIMUM NSF NET SQUARE FEET NTS NOT TO SCALE OHE OVERHEAD ELECTRIC PC POINT OF CURVATURE OWNER: SHEET INDEX PERF PERFORATED PL PROPERTY LINE # SHEET TITLE PROP PSI PROPOSED POUNDS PER SQUARE INCH PRESTON COMMONS, LLC 1 COVER SHEET PT PVC POINT OF TANGENCY POINT OF VERTICAL CURVATURE 1701 ALLIED ST, SUITE B4 2 NOTES AND TABULATIONS 3 EXISTING CONDITIONS, DEMO PLAN AND TREE SURVEY PVC PVI POLYVINYL CHLORIDE PIPE POINT OF VERTICAL INTERSECTION CHARLOTTESVILLE, VA 22903 4 LAYOUT PLAN PVT R POINT OF VERTICAL TANGENCY RADIUS 434-981-2034 5 GRADING PLAN R/W RIGHT-OF-WAY ATTN: BOB HAUSER 6 LANDSCAPE PLAN RCP REINFORCED CONCRETE PIPE RED REDUCER ATTN: MATTHEW CRANE 7 SANITARY SEWER AND ELECTRIC LINE PROFILES RPA RESOURCE PROTECTION AREA RT RIGHT 8 STORM SEWER PFOFILES AND STRUCTURE 3 DETAIL RTE ROUTE SAN SANITARY SEWER ENGINEER: 9 DRAINAGE DIVIDES SD SIGHT DISTANCE 10 EROSION AND SEDIMENT CONTROL NARRATIVE SDR STANDARD DIMENSION RATIO STA STATION 30 SCALE, LLC 11 EROSION AND SEDIMENT CONTROL PLAN - PHASE 1 SVC SW SERVICE SIDEWALK 871 JUSTIN DRIVE 12 EROSION AND SEDIMENT CONTROL PLAN - PHASE 2 13 EROSION AND SEDIMENT CONTROL PLAN - PHASE 3 SWM T STORMWATER MANAGEMENT TRANSFORMER PALMYRA, VA 22963 14 06/27/2020 EROSION AND SEDIMENT CONTROL PLAN - PHASE 4 TBR TC TO BE REMOVED TOP OF CURB 434-242-2866 15 EROSION AND SEDIMENT CONTROL DETAILS TP TW TELEPHONE PEDESTAL TOP OF WALL ATTN: MICHAEL MYERS, PE, CFM 16 STORMWATER MANAGEMENT PLAN - NARRATIVE UG UNDERGROUND 17 STORMWATER MANAGEMENT PLAN UGE UNDERGROUND ELECTRIC UGT UNDERGROUND TELEPHONE/FIBER LINE 18 SWM COMPUTATIONS - OFFSITE DRAINAGE MAP sheet title: UGU UNDERGROUND UTILITY 19 SWM COMPUTATIONS - STORM SEWER OUTFALL PROFILE .dwg NAME: 20.003 PRESTON SP.dwg VDOT VESCH VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK 20 CONSTRUCTION DETAILS COVER SHEET VSMP VIRGINIA STORMWATER MANAGEMENT PROGRAM WM WATER METER 21 CONSTRUCTION DETAILS WTR WATER WV WATER VALVE WATERSHED DATA: SIGNATURE BLOCK scale: REVISIONS # DESCRIPTION DATE 1"=20' LIMITS OF DISTURBANCE (LOD) = 51,421 SF (1.18 AC.) TOTAL INCREASE IN IMPERVIOUS AREA = 18,330 SF (0.42 AC.) CITY OF CHARLOTTESVILLE NDS DIRECTOR date: 6.27.2020 30 SCALE CHIT# 20.001 HUC CODE = JR-14 RECEIVING WATERS = MEADOW CREEK AND RIVANNA RIVER CITY ENGINEER REFER TO SHEET 5 FOR ONSITE SOIL TYPES sheet # 1OF 21 ©2020 - 30SCALE, LLC SITE PLAN NOTES FIRE FLOW TEST ORDINANCE TABULATIONS 1. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF THE CITY OF CHARLOTTESVILLE UNLESS OTHERWISE NOTED. SCALE 2. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL 30 PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 3. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. ENGINEERING 4. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP-RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE CITY OF CHARLOTTESVILLE ENGINEER, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE LATEST EDITION OF THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). THE CURRENT EDITIONS AS OF THE DATE OF THIS PLAN SET ARE MUTCD, 2009 EDITION, INCORPORATING REVISIONS 1 AND owner: 2, DATED MAY 2012, AND THE VIRGINIA SUPPLEMENT TO THE MUTCD, 2011 EDITION, INCLUDING REVISION 1 DATED 30 SEPTEMBER PRESTON COMMONS, LLC 2013. 1701 ALLIED ST, SUITE B4 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III AND CONFORM TO ASTM C-76. CHARLOTTESVILLE, VA 22903 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). engineer: 9. ALL PIPES SHOWN AS HIGH-DENSITY POLYETHYLENE PIPE (HDPE) SHALL CONFORM TO AASHTO M294 (TYPE S) SMOOTH WALL 30 SCALE, LLC INTERIOR PIPE. MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE WITH VDOT ROAD AND BRIDGE STANDARDS AND 871 JUSTIN DRIVE SPECIFICATIONS. PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com CONTRACTOR COORDINATION web: www.30scale.com 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR CONSTRUCTION. 2. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL PLAN DIMENSIONS, EXISTING UTILITY SIZES AND LOCATION, EXISTING TOPOGRAPHY AND OTHER SITE CONDITIONS ARE IN CONFORMANCE WITH THE PLANS. IF ANY DISCREPANCIES ARE FOUND, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND ENGINEER TO DETERMINE THE COURSE OF ACTION TO ADDRESS THE DISCREPANCY. THE CONTRACTOR WILL BE CONSIDERED TO HAVE PROCEEDED AT THEIR OWN RISK AND EXPENSE IF THEY DO NOT NOTIFY THE OWNER AND ENGINEER TO SECURE GUIDANCE ON A CORRECTIVE ACTION. 3. THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN EXISTING EASEMENTS WITH THE OWNING UTILITY COMPANY A MINIMUM OF 30 DAYS PRIOR TO BEGINNING WORK IN THE EASEMENT, AND 30 DAYS PRIOR TO BEGINNING OF SITEWORK IF ADDITIONAL LEAD TIME WILL BE REQUIRED. CONTRACTOR TO ENSURE THAT THE GUIDELINES AND CONSTRUCTION STANDARDS OF THE OWNING UTILITY COMPANY HAVE BEEN MET. 4. CONTRACTOR IS TO ENSURE THAT ALL UTILITIES, INCLUDING WATER, SEWER, STORM, UNDERDRAINS, GAS, ELECTRIC, TELEPHONE, CABLE, AND ANY OTHER QUASI-PUBLIC UTILITIES ARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE AND/OR PAVING. 5. CONTRACTOR TO PROVIDE A MINIMUM 5-FOOT HORIZONTAL SEPARATION FROM WATERMAINS AND SANITARY SEWER MAINS WHEN NEEDED FIRE FLOW: INSTALLING PROPOSED UNDERGROUND DRY UTILITIES, INCLUDING ELECTRIC, TELEPHONE, CABLE AND GAS. 6. THE CONTRACTOR SHALL BE AWARE AND IN POSSESSION OF ANY LETTERS OF PERMISSION FOR OFFSITE CONSTRUCTION ASSOCIATED PRESTON COMMONS WITH THE PLAN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE MEANS AND METHODS OF CONSTRUCTION WORK 1,000 GPM @ 20 PSI RESIDUAL PRESSURE FOR ONE AND TWO FAMILY DWELLINGS WITH THE OWNER AND THE OFFSITE PROPERTY OWNER. TMP 3-68,3-69,3-70,3-71 & 3-72 7. THE CONTRACTOR IS RESPONSIBLE FOR THE RELOCATION OF ALL EXISTING UTILITIES THAT ARE IN CONFLICT WITH THE WORK, Q20 CALCULATIONS INCLUDING EXISTING UTILITY POLES AND GUY WIRES. 8. CONTRACTOR TO PROVIDE CERTIFIED SHOP DRAWINGS FOR ENGINEER REVIEW AND APPROVAL FOR SITE INFRASTRUCTURE PRIOR TO ORDERING STRUCTURES. ORDERING STRUCTURES PRIOR TO ENGINEER REVIEW AND APPROVAL SHALL BE DONE AT THE RISK OF THE Q20 = 543 x [(70-20)/(70-20)]^0.54 = 543 GPM < 1,000 GPM CONTRACTOR. IN ORDER TO MEET FIRE FLOW REQUIREMENTS FOR THE SITE, THE FIRE HYDRANT ON 9. CONTRACTOR SHALL VISUALLY INSPECT CONCRETE FORMS PRIOR TO PLACEMENT OF CONCRETE. IN THE EVENT THAT ADJUSTMENTS CABELL AVENUE AND ON BARBOUR DRIVE MAY NEED TO BE UTILIZED. FINAL SITE PLAN ARE NEEDED, CONTRACTOR TO NOTIFY ENGINEER PRIOR TO PLACING OF CONCRETE FOR FIELD REVIEW AND AGREEMENT ON ANY FIELD CITY OF CHARLOTTESVILLE, VIRGINIA REVISION THAT MAY BE REQUIRED. ENGINEER TO PROVIDE REASONABLE AND TIMELY RESPONSE TO ALL INQUIRIES MADE BY THE CONTRACTOR. GIS MAP SHOWING FIRE HYDRANTS 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL DURING CONSTRUCTION, INCLUDING MAINTAINING UNOBSTRUCTED ACCESS FOR THE RESIDENTS OF THE PHASE 1 TOWNHOUSES AT STONEFIELD AT ALL TIMES DURING CONSTRUCTION. 11. ALL DAMAGED EXISTING CURB, GUTTER, AND SIDEWALK SHALL BE REPAIRED PRIOR TO ACCEPTANCE OF COMPLETED IMPROVEMENTS. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE ENGINEER IMMEDIATELY IF UNKNOWN UTILITIES THAT IMPACT THE CONSTRUCTION ARE DISCOVERED. 13. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY CODE. 14. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS AS SPECIFIED BY THE ARMY CORPS OF ENGINEERS AND/OR THE VIRGINIA DEQ. 15. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO AN EQUAL OR BETTER CONDITION THAN EXISTED BEFORE CONSTRUCTION. 16. CONTRACTOR TO REMOVE ALL CONSTRUCTION DEBRIS FOLLOWING COMPLETION OF CONSTRUCTION AND IMMEDIATELY REMOVE 17. CONSTRUCTION DEBRIS AND MUD THAT HAS BEEN TRACKED ON TO THE SURROUNDING PROPERTIES. CONTRACTOR SHALL BE LIABLE FOR REPAIR OF ANY DAMAGES ON PUBLIC OR PRIVATE PROPERTY CAUSED BY HIS CONSTRUCTION FH ACTIVITY, INCLUDING CURBS, GUTTER PAN, ASPHALT AND CONCRETE PAVEMENT. 18. CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF LANDSCAPE MATERIALS PRIOR TO PLANTING AND PROVIDE A ONE-YEAR GUARANTEE ON ALL VEGETATION. FH FIRE MARSHAL NOTES SITE 1. VSFPC 505.1 - THE BUILDING STREET NUMBER TO BE PLAINLY VISIBLE FROM THE STREET FOR EMERGENCY RESPONDERS. PLEASE PROVIDE, AND POST ONSITE, A 911 ADDRESS FOR EMERGENCY RESPONDERS ONCE CONSTRUCTION BEGINS. 2. VSFPC 507.5.4 AND 912.3 - FIRE HYDRANTS, FIRE PUMP TEST HEADER, FIRE DEPARTMENT CONNECTIONS OR FIRE SUPPRESSION SYSTEM CONTROL VALVES SHALL REMAIN CLEAR AND UNOBSTRUCTED BY LANDSCAPING, PARKING OR OTHER OBJECTS. FH 3. ON STREET PARKING NEEDS TO BE LIMITED TO ONE SIDE OF THE STREET ONLY AND APPROPRIATE SIGNAGE INSTALLED. CONSTRUCTION & DEMOLITION COMMENTS: 4. VSFPC 310.3; 310.5 - SMOKING TO BE ALLOWED IN ONLY DESIGNATED SPACES WITH PROPER RECEPTACLES. "NO SMOKING" SIGNS SHALL BE POSTED AT EACH BUILDING SITE AND WITHIN EACH BUILDING DURING CONSTRUCTION. SPECIALLY, SMOKING WILL ONLY BE ALLOWED OUTSIDE THE CONSTRUCTION SITE'S SAFETY FENCE. FRONT SETBACK CALCULATIONS LOT AREA TABULATIONS 5. VSFPC 3304.2 - WASTE DISPOSAL OF COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH WORKDAY. PRESTON AVENUE 6. VSFPC 3304.6 - CUTTING AND WELDING. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL BE DONE IN ACCORDANCE WITH CHAPTER 35, OF THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, ADDRESSING WELDING AND HOTWORK OPERATIONS. 7. VSFPC 3315.1 - FIRE EXTINGUISHERS SHALL BE PROVIDED WITH NOT LESS THAN ONE APPROVED PORTABLE FIRE EXTINGUISHER AT EACH STAIRWAY ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED. 8. VSFPC 3310.1 - REQUIRED VEHICLE ACCESS FOR FIREFIGHTING SHALL BE PROVIDED TO ALL CONSTRUCTION OR DEMOLITION SITES. VEHICLE ACCESS SHALL BE PROVIDED TO WITHIN 100 FEET OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS. VEHICLE ACCESS SHALL BE PROVIDED BY EITHER TEMPORARY OR PERMANENT ROADS, CAPABLE OF SUPPORTING VEHICLE LOADING UNDER ALL WEATHER CONDITIONS. VEHICLE ACCESS SHALL BE MAINTAINED UNTIL PERMANENT FIRE APPARATUS ACCESS ROADS ARE 06/27/2020 AVAILABLE. sheet title: .dwg NAME: 20.003 PRESTON SP.dwg NOTES AND BARBOUR DRIVE TABULATIONS scale: 1"=20' REVISIONS date: # DESCRIPTION DATE 6.27.2020 30 SCALE CHIT# 18.003 sheet # 2 OF 21 ©2020 - 30SCALE, LLC EXISTING FIRE HYDRANT ROOF DOWNSPOUT KEY 15.2' ROOF DOWNSPOUT ROOF DOWNSPOUT WITH SPLASH BLOCK ROOF DOWNSPOUT TO DAYLIGHT 30 SCALE ENGINEERING CABELL AVENUE UGE 24.8' 4" ROOF DRAIN LEADER 60.0' APPROX. LOCATION UNDERGROUND owner: 8.5' 5.0' 6.0' 0.5' CG-6 ELECTRIC DUCT BANK SHOWN FOR BUILDING SETBACK KEY COORDINATION PURPOSES ONLY. PRESTON COMMONS, LLC REFER TO FINAL ENGINEERING N 1701 ALLIED ST, SUITE B4 CHARLOTTESVILLE, VA 22903 UGE DESIGN BY OTHERS 'R FSL FRONT SETBACK LINE 25 25 10.0' PROP. 5' CONC. S/W 'R PROPOSED CG-12 engineer: 20.0' RSL REAR SETBACK LINE PROPOSED CG-12 TYP. 30 SCALE, LLC 871 JUSTIN DRIVE SSL SIDE SETBACK LINE PALMYRA, VA 22963 PROPOSED R/W UG SCSL STREET CORNER SETBACK LINE p: 434.242.2866 DEDICATION LINE E STD RE-2 DRIVEWAY e: mike@30scale.com ENTRANCE (TYP) web: www.30scale.com STD DW-1 ASPHALT DRIVEWAY (TYP) UGE BARBOUR DRIVE 4" SANITARY SEWER ' LATERAL (TYPICAL OF 9) 34.0 LOT 5 4,588 SF UGE SAN SEW CLEANOUT LOT 4 4,859 SF (TYPICAL OF 9) LOT 3 3.0' 3.0' 3,111 SF UGE CG-6 LOT 6 24.0 WATER METER 2,899 SF ' (TYPICAL OF 9) 57-LF15" HDPE @ 1.20% PRESTON COMMONS WATER SERVICE LATERAL (TYPICAL OF 9) UGE TMP 3-68,3-69,3-70,3-71 & 3-72 27.1' 5.5' 1.20% E@ ' 15 " HDP 37.0 LOT 2 91-LF UGE 118 LF - 8" PVC SDR 26 SAN SEW @ 1.00% FINAL SITE PLAN CITY OF CHARLOTTESVILLE, VIRGINIA 3,045 SF PROP. R/W DEDICATION LOT 7 2,876 SF (670 SF) UGE ' 55 LF - 8" PVC SDR 26 SAN SEW @ 0.50% 24.0 3.0' 36.0 LOT 1 ' LOT 8 12.2 ' 3.0' 4,199 SF UGE 4,852 SF 0.5' 5.0' 6 . 0 ' 26.6' 13.2' ) IES DOMESTIC WATER LATERAL (VAR (TYPICAL OF 9) UGE PROP. VAR WIDTH PUBLIC WATER AND SEWER EASEMENT PRE UGE 13 LF - 8" PVC SDR 26 SAN SEW @ 1.00% 185-LF 12'-WIDE x 8'-DEEP GRAVEL TRENCH STO T EX. LOT LINE TO REMAIN EXISTING FIRE HYDRANT UGE NA 185-L F 72" VEN 61-LF15" HDPE @ 2.00% PERF UGE UE M 3-72 CMP T EX ,102 SF 6 @ 0. PROP. 5' CONC. S/W 50% UGE PROP. VAR. WIDTH STORMWATER 24.0' 42-LF18" HDPE @ 0.50% MANAGEMENT EASEMENT UGE % D PE @ 0.50 64-LF18" H 06/27/2020 20.0' UGE UG E UGE UGE UGE sheet title: .dwg NAME: 20.003 PRESTON SP.dwg 14-LF18" HDPE @ 0.50% LAYOUT PLAN % @ 4.07 4" RCP 2 LF- 144 EX scale: 1"=20' date: 6.27.2020 30 SCALE CHIT# 18.003 sheet # 4 OF 21 ©2020 - 30SCALE, LLC LANDSCAPE COMPUTATIONS 30 SCALE ENGINEERING CABELL AVENUE owner: PRESTON COMMONS, LLC 1701 ALLIED ST, SUITE B4 N CHARLOTTESVILLE, VA 22903 engineer: 30 SCALE, LLC QR CO 871 JUSTIN DRIVE PALMYRA, VA 22963 QC QC p: 434.242.2866 CO e: mike@30scale.com 04 web: www.30scale.com 02 00 CO 98 QR 04 BARBOUR DRIVE 96 LANDSCAPE SCHEDULE LOT 5 4,588 SF LOT 4 4,859 SF QC 0 LOT 3 2 3,111 SF LOT 6 2,899 SF PRESTON COMMONS 94 TMP 3-68,3-69,3-70,3-71 & 3-72 98 96 00 PLANTING NOTES FINAL SITE PLAN LOT 2 CITY OF CHARLOTTESVILLE, VIRGINIA 1. THE CONTRACTOR SHALL PROVIDE ALL PLANTS, LABOR, EQUIPMENT, SUPPLIES, MATERIAL, TRANSPORTATION, HANDLING AND STORAGE, AND 00 QR 96 PERFORMING ALL OPERATIONS IN CONNECTION WITH THE CONSTRUCTION OF THE LANDSCAPING IMPROVEMENTS AS SHOWN ON THE PLANS. 3,045 SF QC 2. ALL PLANTS SHALL BE TRUE TO SPECIES AND VARIETY, AND SIZE AS INDICATED ON THE LANDSCAPE SCHEDULE, AND SHALL BE NURSERY GROWN IN LOT 7 ACCORDANCE WITH GOOD HORTICULTURAL PRACTICES. 2,876 SF 3. PLANTS SHALL HAVE A STANDARD BALANCE BETWEEN HEIGHT, CROWN SPREAD, DIAMETER AND ROOT BALL SIZE ACCORDING TO THE ANSI Z60.1. ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY. 4. PLANTS SHALL BE SO TRAINED IN DEVELOPMENT AND APPEARANCE AS TO BE COMPACT AND SYMMETRICAL. THEY SHALL BE SOUND, HEALTHY, VIGOROUS, WELL-BRANCHED, AND DENSELY FOLIATED WHEN IN LEAF. PLANTS SHALL BE FREE OF DISEASE AND INSECT ADULTS, EGGS, PUPATE, OR LARVAE. THEY SHALL HAVE HEALTHY, WELL DEVELOPED ROOT SYSTEMS AND SHALL BE FREE FROM PHYSICAL DAMAGE OR OTHER CONDITIONS THAT WOULD PREVENT THRIVING GROWTH. 5. MULCH SHALL CONSIST OF SHREDDED BARK MULCH, WOOD CHIPS OR ROCK MULCH AS SPECIFIED ON THE DRAWINGS. MATERIAL SHALL BE UNIFORM LOT 1 LOT 8 4,199 SF 98 IN SIZE, COLOR, QUALITY AND OVERALL APPEARANCE. MULCH SHALL BE FREE OF MATERIAL INJURIOUS TO PLANT GROWTH. SOURCES OF MULCH 4,852 SF SHOULD BE FREE OF WEEDS AND INVASIVE PLANT PARTS OR SEEDS. SAWDUST, DIRT, GARBAGE, OR OTHER DEBRIS MIXED IN THE MULCH IS NOT CO ACCEPTABLE. 92 6. PLANTING SHALL BE DONE WHEN TEMPERATURES ARE ABOVE FREEZING, THE GROUND IS FROST FREE, AND THE SOIL IS IN A WORKABLE CONDITION. CO 96 UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ENGINEER, PLANTING OF TREES SHALL BE DONE BETWEEN MAY 1 AND OCTOBER 1. 00 7. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, SUPPLIES AND EQUIPMENT REQUIRED TO ESTABLISH, MAINTAIN, AND PROTECT THE 94 98 PLANTED AND SEEDED AREAS, FOR A ONE-YEAR PLANT ESTABLISHMENT PERIOD FROM DATE OF ACCEPTANCE OF THE INITIAL PLANTING OPERATIONS. HOWEVER, MAINTENANCE ACTIVITIES SHALL COMMENCE IMMEDIATELY AFTER EACH ITEM IS PLANTED OR WHEN AREAS HAVE BEEN SEEDED. 00 QC 8. NO SUBSTITUTES SHALL BE ACCEPTED, EXCEPT WITH THE WRITTEN PERMISSION OF THE ENGINEER. THE CONTRACTOR SHALL SUBMIT ALL SUBSTITUTION REQUESTS, NOTING THE SOURCE OF PLANTS, LOCATION, SIZE, AND CONDITION, WITHIN THIRTY (30) DAYS OF RECEIVING THE NOTICE PRE TO PROCEED. 9. ALL AREAS THAT ARE STEEPER THAN 3H:1V ARE TO BE PLANTED WITH LOW MAINTENANCE GROUND COVER THAT DOES NOT REQUIRE MOWING. STO 90 T NA VEN QC88 3-72 UE X T M E ,102 SF 92 6 ' QR PROP. VAR. WIDTH STORMWATER 24.0 B MANAGEMENT EASEMENT A 06/27/2020 CO B 20.0' A sheet title: .dwg NAME: 20.003 PRESTON SP.dwg LANDSCAPE PLAN 4.07% RCP@ F- 24" 1 44 L EX scale: 1"=20' date: 6.27.2020 30 SCALE CHIT# 18.003 PLANTING DETAIL TAKEN FROM CITY OF CHARLOTTESVILLE TREE PACKET sheet # 6 OF 21