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HomeMy WebLinkAboutARB202300010 Plan - Submittal (First) 2023-01-24 (2)FINAL SITE DEVELOPMENT PLAN LEGEND EXISTING NEW DESCRIPTION BOUNDARIES �] BENCHMARK v SITE PROPERTY LINE ADJACENT PROPERTY LINE BUILDING SETBACK PARKING SETBACK SITE TEXT 0 0 PARKING COUNT TOPOGRAPHY INDEX CONTOUR - - - - - - INTERVAL CONTOUR 311.5 x x1n SPOT ELEVATION 311.5 TC x x1� TOP OF CURB ELEVATION 311.5 TW x x1 TOP OF WALL ELEVATION 311.5 BW x x1� BOTTOM OF WALL ELEVATION - ... - ... - STREAM STREAM BUFFER 100 YEAR FLOODPLAIN BUILDING BUILDING RETAINING WALL STAIRS EDGE OF PAVEMENT ROAD CENTERLINE FRONT OF CURB BACK OF CURB CG-12 TRUNCATED DOME SIDEWALK BIKE PARKING HANDICAP ACCESSIBLE AISLE !� HANDICAP PARKING l� MATERIAL CONCRETE RIPRAP ....................................... ASPHALT EC-2 MATTING EC-3 MATTING 0 WETLAND NE FENCE FENCE UTILITY UTILITY POLE GUY WIRE 01 �u O JiJ OVERHEAD UTILITY U U�,L U CU UNDERGROUND UTILITY STORM STORM MANHOLE q q DROP INLET STORM SEWER �Q ..... ROOF DRAIN SANITARY SANITARY MANHOLE SANITARY SEWER MAIN SANITARY SEWER LATERAL W 1 V\V/ WATER WATER LINE 0 O WATER METER 0 o WATER METER VAULT FIRE HYDRANT A A FIRE DEPARTMENT CONNECTION GAS n G G A-S- GAS LINE EASEMENTS CONSTRUCTION GRADING ACCESS SIGHT DISTANCE UTILITY STORMWATER FACILITY MAINTENANCE STORMWATER ACCESS DRAINAGE SANITARY WATERLINE GASLINE NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. OWNER Jo -Zan Limited Partnership P.O. Box 9035 Charlottesville, VA 22911 DEVELOPER Centennial American Properties 935 South Main Street, Suite 201 Greenville, SC 29601 PLAN PREPARATION Shimp Engineering, P.C. 912 East High Street Charlottesville, VA 22902 (434) 227-5140 ZONING Planned Development Shopping Center, Entrance Corridor (Overlay) ZMA2020-00009 (amendment to ZMA88-16) approved on December 2, 2020, amending the allowable square footage for the subject property to a maximum of 110,000 square feet. MAGISTERIAL DISTRICT Rivarna SOURCE OF TITLE DB 1169 PG 347 SETBACKS Front Minimum: 10' from the right-of-way or the exterior edge of the sidewalk if the sidewalk is outside of the right-of-way; for off-street parking or loading spaces, 10' from any public street right-of-way. Front Maximum: 30' from the right-of-way or the exterior edge of the sidewalk if the sidewalk is outside of the right-of-way; none, on any lot, including a corner lot, abutting a principal arterial highway or interstate. Side & Rear Minimum: If the abutting lot is zoned residential, rural areas, or the Monticello Historic district: (i) no portion of any structure, excluding signs, shall be located closer than 50 feet from the district boundary; and (ii) no off-street parking or loading space shall be located closer than 20 feet to the district boundary. If the abutting lot is zoned commercial or industrial, any primary structure shall be constructed and separated in accordance with the current edition of the Building Code. Side & Rear Maximum: None SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary & topographic survey provided by Meridian Planning Group LLC NAVD 88 Vertical Datum NAD 83 Virginia State Plane South FLOODZONE According to FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003C0145D), this property is not located within a Zone AE 100-year floodplain. RESERVOIR WATERSHED This site is within the Powell Creek Watershed. This site is not within a watershed of a public water supply. WATER & SANITARY SERVICES Site is served by ACSA public water and sewer. GENERAL CONSTRUCTION NOTES 1. Prior to any construction within any existing right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transit (VDOT). This plan as drawn may not accurately reflect the requirements of the permit.Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to the current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2: 1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be acheived. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer or designee it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). GENERAL WATER & SEWER NOTES 1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible for notifying the proper service authority officials at the start of the work. 2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown, are only approximately correct. The contractors shall on his own initiative locate all underground lines and structures as necessary. 3. All materials and construction shall comply with the current edition of the general water and sewer construction specifications as adopted by the Albemarle County Service Authority. 4. Datum for all elevations shown in National Geodetic Survey. 5. The contractor shall be responsible for notifying "MISS UTILITY" (1-800-552-7001). 6. All water and sewer pipes shall have a minimum of 3.5 feet of cover measured from the top of pipe, over the centerline of pipe. This includes all fire hydrant lines, service laterals and water lines, etc. 7. All water and sewer appurtenances are to be located outside of roadside ditches. 8. Valves on deadend lines shall be rodded to provided adequate restraint for the valve during a future extension of the line. 9. Trees are not permitted in the ACSA easement. 10. The contractor shall be responsible to comply with the no -lead regulation regarding brass fittings effective January 4, 2014 (Senate Bill 3874 which amends the Safe Drinking Water Act). 11. All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority. 12. Backf ow prevention is required for all connections to the water main. FOREST LAKES SELF -STORAGE EXISTING USE Vacant PROPOSED USE Self -Service Storage Facility LAND USE SCHEDULE EXISTING Area % Building 0 SF 0.0% Pavement 5,770 SF 57.1% Sidewalk 0 SF 0.0% ODen SDace 143.641 SF 96.1 % Total= 149,411 SF (3.43 cc.) PROPOSED Area % Building 35,227 SF 23.6% Pavement 36,248 SF 24.3% Sidewalk 4,737 SF 3.2% Open Space 73.199 SF 48.9% Total- 149,411 SF (3.43 ac.) BUILDING HEIGHT 35' PARKING SCHEDULE Self -Storage: Light warehousing is an unscheduled use. No more than two employees will be present at any given time. The proposed parking is provided to accommodate the trip generation given below. 13 spaces provided SIGNS All signs and pavement shall conform with the latest edition of the MUTCD Guidelines. A sign permit must be issued in accordance with the Albemarle County Sign Regulations prior to placement of any signs on -site. Contractor shall provide handicap signs as shown on plan. GENERAL NOTES 1. The information and data shown or indicated with respect to the existing underground utilities at or contiguous to the site are based on information and data furnished to the owner and engineer by the owners of such underground facilities or others. The owner or engineer shall not be responsible for the accuracy or completeness of such information or data. The contractor shall have full responsibility for confirming the accuracy of the data, for locating all underground utilities, for coordination of the work with owners of such underground utilities during construction, for the safety and protection thereof and repairing any damage thereto resulting from the work. All of these conditions shall be met at no additional cost to the owner. The contractor shall contact "Miss Utilities" of Virginia at 1-800-552-7001 prior to the start of work. 2. When working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that are necessary to protect structures from damage. Replacement of damaged structures shall be at the contractor's expense. 3. The contractor shall be responsible for protecting all existing site structures from damage and coordinating work so that the owner can make necessary arrangements to modify/protect existing structures from damages. 4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted and the Virginia Department of Transportation prior to completing any off -site work. 5. Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the start of construction. 6. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner and engineer. 7. Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans, to include shop drawings, manufacturer's specifications and laboratory reports. the owner's approval of submittals will be general and will not relieve the the contractor from the responsibility of adherence to the contract and for any error that may exist. 8. All bare areas shall be scarified, limed, fertilized, seeded and mulched. 9. All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements. 10. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. 11. Retaining walls require separate building permits. 12. All water, sewer, and fire lines require NEW inspection and testing procedures. ACSA performs any testing and inspections of the public sewer and water main(s). The Albemarle County Building Inspections Department (ACBID) does a visual inspection and witnesses the testing of the building drain, water service pipe, and the sprinkler lead-in connection. The developer/contractor is responsible to retain a Special Inspector as outlined in the updated Albemarle County Policy for Site Utilities to perform the visual inspection and testing of all utilities not covered by ACSA or ACBID. This includes building sewers, water, and fire line branches between the main and the meter(s)/building(s). The Special Inspector's report must be submitted and approved by the Albemarle County Engineering Department prior to a Certificate of Occupancy being issued. 13. Accessible parking spaces, access aisles, and accessible route shall be installed in accordance with ICC ANSI A117.1-09. 14. Where the flood level rims of plumbing fixtures are below the elevation of the manhole cover of the next upstream manhole in the public sewer, the fixtures shall be protected by a backwater valve installed in the building drain, branch of the building drain or horizontal branch serving such fixtures. Plumbing fixtures having flood level rims above the elevation of the manhole cover of the next upstream manhole in the public sewer shall not discharge through a backwater valve." 15. All roof drains shall discharge in a manner not to cause a public nuisance and not over sidewalks. 16. Buildings or structures built before January 1, 1985 must have an asbestos survey performed in order to apply for a demolition permit. Asbestos removal permits are required if positive for such from Albemarle County and VDOLI. Contact VDOLI for their additional requirements and permits for demolition projects and 540-562-3580xl31. ITE TRIP GENERATION AM PM Daily Use Description ITE Qty In Out Total In Out Total Total Mini -Warehouse 151 105,760 6 5 11 8 10 18 160 SF GFA County File Number Pending TAX MAP 46, PARCEL 64-3 ALBEMARLE COUNTY, VIRGINIA VICINITY MAPSCALE : 1°=1000' p ®The Bible Fellowship Laves Nln Bapliel Cha,eh9 mb,".,es."ely Insuumenrs emu,„,a ti wwwdw But. Clurb.M."Pim IF d Bnuefi>.o.iill� TmgelQ $uVu-a© �sweHFmg earls T.W 9 6� Galry OuxPn Bglr - ROUTE 29 I Nmorr RG Aulov - -0 LenIN TIR PrG, 4ntar3 yellhe 1e9111u1 q, n.rpeuenr cmecaua wawav vecNnxin9ares- nalmm.me SITE SHEETINDEX C1 COVER C2 EXISTING CONDITIONS C3 SITE PLAN C4 GRADING & UTILITY PLAN C5 UTILITY PROFILES C6 INTERSECTION SIGHT DISTANCE C7 LANDSCAPE PLAN C8 LIGHTING PLAN C9 SITE DETAILS C10 SITE DETAILS APPROVALS Current Development Planner Date Current Development Engineer Date Fire Official Date Building Official Date Albemarle County Service Authority Date Virginia Department of Transportation Date a, TIaI„,L,141 p HOpP Bu�lh2�> Mini51ii25Q wllsGn scnoa ar Ba�rrs © v v s a >owerwazr. �^ W InmCOrQ SFholGgrlpllY® vSyGnN SIet PGUYCIS � Whir nngv wopasS c;e II 0 0� 'ern MGIen Pa � �. BWe Fltlg aaalam sysrems V C on IMAGE PROVIDED BY GOOGLE MAPS SHIMP ENGINEERINGLAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM ,TH op" S Y D.45 83 ivslnl V` l SITE DEVELOPMENT PLAN FOREST LAKES SELF -STORAGE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.05.16 [INITIAL] REVISION: 2022.07.06 [INITIAL] 2022.09.19 [ARB] 2023.01.20 [FINAL] FILE NO. COVER 20.023 Architectural Review Board Date C1 uo zoii r� zqy - DB 1169 PG 340 (PLAT) LP �- ARIABL \ ` ` STORM EASEMENT EWE \ \ DB 1064 PG 533 34 \ DB 1169 PG 340 & 347 40' ACCESS EASEMENI DB 1071 PG 493 DB 1126 PG 178 DB 1169 PG 340 & 347 TMP 4664-2 N/F SSO, LLC DB 4859 PG 358 DB 4872 PG 153 (PLAT) 24- HUH UUI=JUO.LO 15' VEF DB 1 DB 1113 PG 396 JJMF1 TOP=522.83 18" IN=508.83 18" OUT=508.68 SSMH TOP=528.38 4" PVC IN=524.38 8" PVC OUT=523.78 =529.29 RCP IN=523.84 RCP OUT=523.74 8" IN=509.21 11IIT=509.11 TMP 32-36F N/F SJS LIMITED COMPANY 200 DB 1478 PG 261 DB 1064 PG 533 (PLAT) 20'ACCESS EASEMENT DB 1064 PG 533 DB 1071 PG 491 DB 1126 PG 178 ,S- , G 340 & 347 FA TMP 32-37C1 N/F GEORGE R. & MARY R. MERCER DB 3522 PG 181 DB 3522 PG 194 (PLAT) VIRGINIA TELEPHONE & TELEGRAPH EASEMENT DB 271 PG 495 DB 280 PG 102 1 . _�40'ACCESS EASEMENT DB 1323 PG 404 SSMH TOP=531.83 18" PVC UT.88 O= 18" PVC UT511.78 \ 35' SLOPE & 16' CONSTRUCTION EASEMENT DB 3526 PG 183 TMP 4664-4 N/F JA—ZAN LIMITED PARTNERSHIP ZONED: PD—SC DB 1144 PG 382 APPROX. LOCATION OF EXISTING 8" WATERLINE, PROPERTY OF RWSA AS SHOWN AT DB 1071 PG 491 VARIABLE WIDTH STORM SEWER EASEMENT DB 1281 PG 342 SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM SITE DEVELOPMENT PLAN FOREST LAKES SELF -STORAGE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.05.16 [INITIAL] REVISION: 2022.07.06 [INITIAL] 2022.09.19 [ARB] 2023.01.20 [FINAL] FILE NO. 20.023 EXISTING CONDITIONS C 2 / 3 DB 1169 PG 340 (PLAT) LP _ _ \ ARIABL Sc\ _ STORM SAN EWER \ _ EASEMENT \ \ DB 1064 PG 533 P DB 1169 PG 340 & 347 _ 40' ACCESS EASEMENT DB 1071 PG 493 DB 1126 PG 178 DB 1169 PG 340 & 347 TMP 4684-2 N/F SSQ, LLC DB 4859 PG 358 DB 4872 PG 153 (PLAT) VT 4.33' 24 WI:F' Vul=Juu.Lo 15' VEF JJmm TOP=522.83 18" IN=508.83 18" OUT=508.68 N49'21'23"W TOP=527.10 18" PVC IN=510.05 18" PVC OUT=509.95 DB lu/I ru n� TMP 32-36F N48'41'10"W DB 1126 PG 178 N/F SJS LIMITED COMPANY 200 196.80' DB 1169 PG 340 DB 1478 PG 261 D 1169 PG 34 & 347 DB 1064 PG 533 (PLAT) j 20'ACCESS EASEMENT DB 1064 PG 533 DB 1071 PG 491 DB 1126 PG 178 �.,.,,.., DB/Tt'6 G 3� 40 & 347 SSMH JF) TOP=528.38 4" PVC IN=524.38 8" PVC OUT=523.78 S MH 4 29 T ' RCP N , "RCP IN=523.84 5" RCP OUT=523.74 v rn 0 0 TMP 32-37C1 N/F GEORGE R. & MARY R. MERCER DB 3522 PG 181 DB 3522 PG 194 (PLAT) VIRGINIA TELEPHONE & TELEGRAPH EASEMENT DB 271 PG 495 DB 28O PG 102 - 40'ACCESS EASEMENT DB 1323 PG 404 78 \ GRADING EASEMENT OR ACCESS TO FUTURE DEVELOPMENT. (REF. WP0202200049) 35' SLOPE & 16' CONSTRUCTION EASEMENT DB 3526 PG 183 20.00' GRADING EASEMENT 4,000 SF OF OUTDOOR SITTING AREA TMP 4684-4 N/F JA-ZAN LIMITED PARTNERSHIP ZONED: PD-SC DB 1144 PG 382 VARIABLE WIDTH STORM SEWER EASEMENT \ DB 1281 PG 342 SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM k S Y 5 83 23E/w4`/IInKTAT SITE DEVELOPMENT PLAN FOREST LAKES SELF -STORAGE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.05.16 [INITIAL] REVISION: 2022.07.06 [INITIAL] 2022.09.19 [ARB] 2023.01.20 [FINAL] FILE NO. SITE PLAN 20.023 Q31 TMP 32-36F N/F SJS LIMITED COMPANY 200 DB 1478 PG 261 DB 1064 PG 533 (PLAT) \ ARIABL \ STORM & SAN EWER \ EASEMENT \ \ \ DB 1064 PG 533 NO & _ DB 1169 PG 340 347 32.82' SSMH \ _ TOP=528.38 _ 4" PVC IN=524.38 \ _ 8" PVC OUT=523.78 40' ACCESS EASEMENT DB 1071 PG 493 DB 1126 PG 178 DB 1169 PG 340 & 347 TMP 46B4-2 N/F SSQ, LLC DB 4859 PG 358 DB 4872 PG 153 (PLAT) 24 NUF UUI=3U0.L0 15' VEPCO EASEM - DB 1084_f_Q_-3-E JJMI TOP=522.83 18" IN=508.83 18" OUT=508.68 TOP=527.10 18" PVC IN=510.05 18" PVC OUT-509.95 8" IN=509.21 a" OUT=509.11 20'ACCESS EASEMENT DB 1064 PG 533 DB 1071 PG 491 DB 1126 PG 178 r,1LPG 340 & 347 TMP 32-37C1 N/F GEORGE R. & MARY R. MERCER DB 3522 PG 181 DB 3522 PG 194 (PLAT) VIRGINIA TELEPHONE & TELEGRAPH EASEMENT DB 271 PG 495 DB 28O PG 102 r - 40'ACCESS EASEMENT DB 1323 PG 404 35' SLOPE & 16' CONSTRUCTION EASEMENT DB 3526 PG 183 20.00' GRADING EASEMENT TMP 4664-4 N/F JA-ZAN LIMITED PARTNERSHIP ZONED: PD-SC DB 1144 PG 382 VARIABLE WIDTH STORM SEWER EASEMENT DB 1281 PG 342 SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM SITE DEVELOPMENT PLAN FOREST LAKES SELF -STORAGE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.05.16 [INITIAL] REVISION: 2022.07.06 [INITIAL] 2022.09.19 [ARB] 2023.01.20 [FINAL] FILE NO. 20.023 GRADING & UTILITY PLAN cem%4 Scale: 1 "=30' 540 535 530 525 EMER. 520 ----- 515 — 510 505 w _ E STIR 509.23 J 500 x w 495 499+50 10+00 10+50 STORM PROFILE: A0-A5 540 535 530 525 520 515 510 505 500 49 C5 VERTICAL SCALE: 1"=10'; HORIZONTAL SCALE: 1" 0 B1 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 EXISTING GRADE PROPOSED GRNDE DPE @ L25% LF 57 LF 18 HDPE @ INV. OUT 513.00 % o 5" Hbpi 1 9 T., c N = ' = o N N °' vim - 8" WATERLINENV. N J a N "� o O ,Nr,�N a0 ro N N �z 514.35 m ri F �OZ mw0 > H D O w O O z - Z Z z w W z — Z 9+50 10+00 10+50 STORM PROFILE: 30-134 C5 VERTICAL SCALE: 1"=10'; HORIZONTAL SCALE: 1" 11+00 11+50 12+00 12+50 13+00 13+50 000 Xo X1 550 550 550 545 545 545 540 540 LOWER EX. SAN Mil TO 540 535 535 535 FYISJIMIC 530 530 530 525 525 szs 520 520 520 a 515 515 515 z 510 510 510 0 505 f 505 z 505 z 500 _ 500 > z w 500 -z 495coo 495 495 W X W W W W Z W 4an 490 9+5U IU+UU IU+SU 11+UU 11+5U 12+UU 12+5U 3 SANITARY PROFILE C5 VERTICAL SCALE: 1"=10'; HORIZONTAL SCALE: 1"=30' 14+00 U9u 540 535 535 530 530 525 525 520 520 515 515 510 510 505 505 500 500 495 4�95 49 540 535 530 525 520 515 510 505 500 495 15+54Q 0 STING GRADE pDnpnQrn GRADE 14+5 9+50 10+00 10+50 1�" 6WATER LINE PROFILE C5 %VERTICAL SCALE: 1"=10'; HORIZONTAL SCALE: 1 13+00 490 9+50 10+00 10+50 r4__�8" WATER LINE PROFILE VEHIIUAL KALE: 1 =1U; HUKIZONIAL KALE: 1 11+00 11+50 12+00 11+00 11+50 12+00 12+50 13+00 13+50 540 535 530 525 520 515 510 505 500 �4g95 12+50 O 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM TH Cr .S Y is No. 45 83 555 �rs?ONAL 550 545 SITE DEVELOPMENT PLAN 540 FOREST LAKES 535 SELF -STORAGE 530 ALBEMARLE COUNTY, VIRGINIA 525 SUBMISSION: 2022.05.16 [INITIAL] 520 REVISION: 515 2022.07.06 [INITIAL] 2022.09.19 [ARB] 510 2023.01.20 [FINAL] 505 500 FILE NO. 495 20.023 490 UTILITY PROFILES 14+00 FOOD LION SDMH TOP-513.63 1" RCP IN=506.38 RCP OUT=506.28 z z / 18' WIDE, 47 LF GRASS '0 / I EMER. SPILLWAY Xl \ c W/ EC-3 MATTING ELEV. 517.0. \ / \ °° DETENTION POND S29'04'45"W \ BOTTOM 513.00 � 1 I \ 4.33' CD \ \ �v VARIABLE WIDTH STORM SEWER EASEMENT - DB 1281 PG 342 a / pPPI GRA SWALE zm I-151 W/ EC MATTING o \ I 54.25' WR 15' VEPCO EASEMENT DB 1084 P 15' E EASEMENT DB 1113 PG 396 545 540 535 530 525 520 515 510 505 50 SDMH GRATE TOP=514.38 24" RCP IN=509.23 -. 111� VARIAti Lt in SA EASEMENT 2\ 4W56_�EW 6"DIG-WWAAT WATERLINE W\� \ \ I w F\ W W W \N \ I WGV ME TER \ . \ "IN \ — 30-1 OPPE I 0 S DB 1326 r(, 4V4 531.83 PVC IN-511. 8 \ ` PVC OUT=51}.78 \ \I \ \ L VC SA Ii RY s�` I I S NE. 6" REIN I M \ \ I 4" V IN . IN is BO \ F 0 II 8"X6" TE \ \ \ I :WI.. X6" TEL l 35' SLOPE & V NEW HA ro� _ 16' CONSTRUCTION PG 18EMENT Ro Ro TMP - \ \ I� \ N/F JA-ZAN LIMITED PARTNERSHIP _. ZONED: PD-SC'"I' \V DB A26AC P347 3AI \\ A O n ft l 20.00' GRADING EASEMENT \ \ \ \ \ II II I TMP 46B4-4 \ \ I I I '.,•,., , N/F JA-ZAN LIMITED PARTNERSHIP ZONED DB 1144 PG 382 /N I I I I 'RD RD ti `LG � hry N J VARIABLE WIDTH STORM SEWER \ 21 E EASEMENT i — — — — � I , ♦:�' DB 1281 PG 342 S33'01'53 W 1 3.47' — 2 _ WORTH CROSSING 70' PUBLIC R/W DB 1018 PG 403 SDMH 3` TOP= 24" RCP IN=513.59 24" RCP OUT=513.49 SSMH� TOP=524.06 8" IN=509.21 .8" CA T=509.11 W4 390' SIGHT DISTANCE LEFT - WORTH CROSSING 390' SIGHT DISTANCE RIGHT - WO TH CROSSING — — — — — — — — — — — XISTING GRADE 545 540 535 530 525 520 515 510 505 0 SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM TH .S Y No.45 83 ►/2o 23E/w4`/I SITE DEVELOPMENT PLAN FOREST LAKES SELF -STORAGE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.05.16 [INITIAL] REVISION: 2022.07.06 [INITIAL] 2022.09.19 [ARB] 2023.01.20 [FINAL] 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 FILE NO. 20.023 INTERSECTION SIGHT DISTANCE x 30 0 30 60 90 Scale: 1"=30' C/ FOOD LION SDMH TOP—513.63 4" RCP IN=506.38 24" RCP OUT=506.28 �_�� - - •� DB 1064 ` \ \ DB 1071 PG 17 1 69 11126 PG 18 DB 40 & 347 I \, IF , LP SSMH `` \ 40' ACCESS EASEMENT TOP=522.83 DB 1071 PG 493 18" IN=50883 \ - ____- �.t LP . DB 1126 PG 178 DB 1169 PG 340 & 347 18" OUT=508.68 } N49°21'23"W N41.18,5p TMP 32-37C1 40.00' 23g•05' i N/F GEORGE R. & MARY R. MERCER 2 \ \ \ \• I I IDB 3522 PC DB 3522 PG 94 1(P1LAT) SSMH 0 Qr S26 TOP=527.10 ` \ \ I 18" PVC IN=510.05 i \ � _ \�� \ \ VIRGINIA TELEPHONE & 18" PVC OUT=509.95 �_� I \ \ \ I � TELEGRAPH EASEMENT Qr I I DB 271 PG 495 �Qr \ \ • \ I I DB 280 PG 102 \ \ -.Qr / TMP 4664-2 Qr `S?g • \ / N/F SSQ, LLC o' \ I A4— DB 4859 PG 358 DB 4872 PG 153 (PLAT) Bn - �- m 40'ACCESS EASEMENT NEW F A ppp VARIABLE A — - - ---- -- � z � yy �y I � _ gq EASEMENT � \ - �\ DB 1323 PG 404 III 2 PG P6_ W \ \ \ . 1 cn\ F S29'04'45"W 4.33' VARIABLE WIDTH STORM SEWER 3 EASEMENT \ DB 1281 P\42 ;n 0 — 15' VEPCO EASEMENT — DB 1084 LANDSCAPE SCHEDULE Plant Symbol Planting Type Botanical Name Common Name Min. Cal./Height Quantity Total Height(ft) anopy SF Total Canopy in 10 Yrs SF p Large Deciduous Tree Quercus palustris Pin Oak 2.5" 10 31 0 3700 r Large Deciduous Tree Quercus robur English Oak 2,5" 10 31 32 3290 /�• { \� Large Deciduous Tree Ulmus americans American Elm 1.5" 15 397 1985 Large Deciduous Tree Betula nigra "Heritage" "Heritage" River 10-12' Ht. 5 25 397 1985 Birch O Medium Deciduous Tree Carpnus betulus European Hornbeam 2.5" 9 20 177 1593 reen Shrub Semi —Evergreen Viburnum rh ido h lum )4 P "Allegheny' 24" Ht. 31 10 64 1984 'Allegheny Viburnum M Screening Evergreen Tree Magnolia grandiflora Southern Magnolia 4-5' Ht. 6 14 54 324 Screenin Evergreen Myrica cenfera SouthernWax 24" Ht. 6 10 44 0 Sgrula Myrtl © Screening Evergreen Shrub Viburnum x progense Prague Viburnum 24" Ht. 8 0 44 35 TOTAL SF: 1527 29U2 59"E \158.50' Or o \ FACE OF \ BUILDING.] 0 �gZ \ co/ \ y,c; PCP``-��- - PG\�\EPc�� A2 u) ^0 r h 0 18' WIDE, 47 LF GRASS '0 7s I EVER. SPILLWAY Xl \ W/ EC-3 MATTIN \<. ELEV. 517.0. \ 1 FOB LANDSCAPING REQUIRED: SITE REQUIREMENT (SEC. 32.7.9.8): 10% CANOPY REQUIRED. SITE AREA: 3.426 AC (149,237 SF) 149,237 SF x 10% = 14,924 SF CANOPY REQUIRED: 14,924 SF CANOPY PROVIDED: 15,273 SF INTERIOR ROAD TREES: LARGE SHADE TREES (2.5" CAL.) — 40' O.C. PARALLEL TO WORTH CROSSING (370 LF) RED: (370/40) = 9 LARGE SHADE TREES PROVIDED: 9 LARGE SHADE TREES INTERIOR PEDESTRIAN WAYS: MEDIUM SHADE TREES (2.5" CAL.) — 25' O.C. PROVIDED: 5 LARGE SHADE TREES ZMA2020-09 OUTDOOR SEATING AREA 1 LARGE SHADE TREE PER 500 SF, 4,000 SF SEATING AREA REQUIRED (4000/500) = 8 LARGE SHADE TREES PROVIDED: 9 LARGE SHADE TREES SHRUBS PROVIDED ADJACENT TO PARKING LOT TO MINIMIZE IMPACT ON ENTRANCE CORRIDOR DOUBLE STAGGERED ROW OF SCREENING MIXTURE: EVERGREEN TREES PLANTED 10' O.C. & EVERGREEN SHRUBS PLANTED 15' O.C. TO SCREEN THE DETENTION POND FROM THE ADJACENT PUBLIC ROAD, WORTH CROSSING NOTES: 1. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at, mature height; the topping of trees is prohibited. Shrubs and trees shall be pruned minimally and only to support the overall health of the plant. 2. All landscaping and screening shall be maintained in a healthy condition by the current owner or property owners' association and replaced when necessary. Replacement material shall comply with the approved landscape plan. 3. All new planting shown on the plan will be completed after building and road construction to avoid tree planting damage. 4. All disturbed slopes 3:1 or steeper to have low maintenance ground cover. 5. Any existing tree proposed to remain shall be replaced in kind if negatively impacted by improvements associated with this project. X DETENTION POND IBOTTOM 513.00 r. \ \ Al 6 SDMH GRATE TOP= 514.38 24" RCP IN=509.23 ,)a" prp—au f=-�(97 \ W —W \\_W \ a \N U W W W W GV Qr 22 \ w ME TER \ 7 101 WTYP \ •� °-- OPPER I 3q WORTH CROSSING 70' PUBLIC R/W DB 1018 PG 403 \ 1J RY T \ r VC SA F C �V X6" TEL I l I V I I RD RD I TMP 46134-3 \\ I ,• N/F JA-ZAN LIMITED PARTNERSHIP ZONED: PD-SC DB \ .P347 3426AC \ I \ I F I \ I I .•� II • \\\ I I I \\ ]�til � t II \ .. ] I I I� a ••�; I RD • o. / y I 31 0 n' hry I I F 24" RCP IN=513.59 24" RCP OUT=513.49 SSMH 60.00' GI ARN 531 .83 I PVC IN=Sll1jb - PVP 1 .78 \ 35' SLOPE & 16' CONSTRUCTION EASEMENT DB 3526 PG 183 20.00' GRADING EASEMENT TMP 46B4-4 i N/F JA-ZAN LIMITED PARTNERSHIP ZONED: PD-SC / DB 1144 PG 382 VARIABLE WIDTH STORM SEWER EASEMENT DB 1281 PG 342 SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM TH .S Y No. 45 83 ►i2o InKTAT SITE DEVELOPMENT PLAN FOREST LAKES SELF -STORAGE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.05.16 [INITIAL] REVISION: 2022.07.06 [INITIAL] 2022.09.19 [ARB] 2023.01.20 [FINAL] FILE NO. LANDSCAPE PLAN 20.023 C71 ko keg 0 k0 0 keg 0 k0 keg 0 keg 0 k0 k0 0 Arc,o k 0 k0 0 k0 ko 0 k k0 0 ko 0 k k0 O ko 0 k0 keg 0 .0 k0 o k keg 0 O 't ko 0 k0 O keg ko 'O Schedule Symbol Label Quantity Manufacturer Catalog Number Description Number of Lamps Filename Wattage Light Loss Factor EcoForm Area LED ECF - Large, 96 (6) LEDGINE SLIDLIGHT ecf-1-961-1,2a-w ❑ A 7 SIGNIFY GARDCO ECF-L-96L-1.2A-WW-G2-3 LED's, 3000K CCT, TYPE 3 OPTIC, ARRAY(S) DRIVEN AT w-g2-3.ies 365.0 1.00 ❑ No Shield 1200mA k0 0 ko Arc, .0 x0 .0 0 keg 0 k0 k 0 ko .0 Lighting Notes: o ko ko 0 kq o 1. Pole mounted fixtures shall be mounted at a height of 20' from the finished grade which O k 0 o k k k o k0 o includes the pole base. ko keg .0 k0 keg x0 .0 2. Each outdoor luminaire equipped with a lamp that emits 3,000 or more initial lumens shall be keg .0 O .0 ko .0 k0 a full cutoff luminaire and shall be arranged or shielded to reflect light away from adjoining k0 0 ko 0 ko o ko o residential districts and away from adjacent roads. 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keg xp k 0 k k0 k0 '0 k0 '0 keg 0 XO 0 k0 0 ko 0 k0 0 k0 k0 k00® k.0 0 '0 .0 kxa 0 `3 ' ' k0 0 k0 k At 0 k0 00 .0 k .0 k0 '0 k0 0 k0 'p k0 '0 k0 'O k0 k0 k a kxa 'd` k� k0 k0 k k o keg o keg o keg o keg .0 k0 .0 k0 .0 ko O keg o k'o k.0 .0 .0 .� k' .w k' 0 v x0 o ko .a '0 'O Arc, k k0 0 k0 0 0 k 'O k 'O k0 'O k0 .0 k0 .0 k0 .0 k0 k0 'O o o k0 k' .0 k .0 0 k0 k0 o k 0 k 0 k o 0 k 0 k0 0 k0 .0 k0 0 keg 'p k0 'O k0 keg o keg k0 .0 '0 keg k0 k 's. k� k0 > keg o keg k0 .0 'O k 0 k0 keg O 0 .0 .0 .0 k .0 k .0 k .0 k0 k0 k0 ko keg .O 'O 'O O keg ko O .0 .0 .0 'O k0 O .p k k k0 k0 k k> > 0 '0 ko keg O .0 .0 .0 k0 k k0 k0 k k k0 .0 .0 .0 .O 'O '0 k '0 keg keg )CO • k0 O 0 .0 .0 .0 .0 rs� 'w kO .0 k$ keg k0 0 k .0 k k k0 k0 k0 k0 k O O '0 k O k O k o k0 keg keg k0 O k 0 0 ., .0 .p0 'O k0 k0 k0 '0 k0 'o keg k0 'o keg o 0 k0 k0 .0 0 k0 0 , k0 'O k0 o k0 o keg o x0 o k0 kOt ko k.p k k0 k '0 k0 '0 k0 'O k0 'O 0 k keg keg k .0 .0 k0 .0 ad, ko k0 k• k0 k0 0 0 'O v tT k0 a ko k.0 k '0 k0 0 0 keg 0 k 0 0 .0 .O 'O 0 k0 0 • 0 k0 0 k0 )c )CO .a 0 k 0 k k .0 '0 .0 k 0 0 k0 keg keg k0 O 0 '0 'p k '0 k .0 keg n keg k k0 k0 'O keg keg O .0 '0 k 'O k 'O k0 0 keg 0 k0 k0 k0 0 OO 'O 'O keg k0 O .0 .0 .0 .0 .O k0O k0 k k 0�O k0 keg0 'O k0 k0 0 .0 k k 'O 'O k keg keg keg keg O O .0 .0 k0 0 'O 0 0 k .0 keg keg '� k keg keg k0 0 .O k0 'O 0 k 0 k ko 0 .0 '0 k �0 k0 '0 ko 'O k0 'O k0 xp 0 O '0 '0 'O k0 O ko k0 0 k 0 k 0 0 0 k 'O k 'O k0 'O k0 'O k0 'O k0 'O keg0 XO Co k0 0 .0 .0 .0 'O '� k0 '� keg keg 0 k0 keg keg 0 '0 '0 '0 'O k keg keg keg O 0 'O 'O 'O O .0 kO '0 .0 k .0 k0 .0 k0 .0 k0 .O k0 k0 keg keg keg p 00 .0 .0 .0 k .0 'O keg keg k .O kO k0O 0 keg k0 '0 k0 k0 O O O 'O 'O k O k 0 k0 0 k0 0 k0 ko k0 o 0 k0 k0 k0 0 O 0 0 ko 0 k0 0 0 .0 .� k k 0 k k0 k0 k0 0 0 O keg keg keg 0 .0 .0 0 k O k ko keg .0 '0 '0 0 ko '0 k0 'O k0 'O k0 x0 keg k0 O '0 '0 'p 'O k0 k k .0 k0 0 0 k0 k0 k k k0 k0 0 0 .0 .0 0 k O k 0 ko 0 ko 0 keg 0 keg k0 k0 k0 k0 .0 .0 .O '0 0 O .O .0 k 0 k 'O k0 k0 X0 k0 O .0 keg0 keg0 k0 k0 k0 0 0 O O .0 .0 k k k0 k0 .0 .0 .0 .0 '0 kO 'O k0 keg keg k0 k0 O .0 .0 k0 0 .0 '0 k '0 k0 0 keg 0 keg 0 k0 .0 k k ko ko k0 0 O 'O .0 0 k p it O k0 0 k0 'O k0 'O k0 keg XO k0 k0 .0 .0 .O k 0 0 O O O O 'O k0 keg keg k0 .00 k0 k0 0 0 O O .0 k .0 k k0 k0 .0 '00 k0 '0 k0 k0 k0 k0 0 do '0 .0 k0 k0 .0 '0 0 '0 '0 'O 'O 'O 'O 'O 'O 'O Gardoo EcoForm Gen-2 combines economy with performance in an LED area luminaire. Capable of delivering up to 52,500 lumens or more in a compact, low profile LED luminaire, EcoForm offers a new level of customer value. EcoForm features an innovative retrofit arm kit, simplifying site conversions to LED by eliminating the need to drill additional holes in most existing poles. Integral control systems available for further energy savings. Includes Service Tag, our Innovative way to provide assistance throughout the life of the product. Ordering guide Project Location: Cat.NO: Type: Lamps: City: Notes example: ECF-L-96L-1A-CW-AR-AFR-90-120-DD-PCB-F7-SPI-TB-RPA-HIS-BK ECF-L 96 ..W 1.2 WW __:1 3 ECF-L EcoForm 60L 00 LEDs 900 900mA WW-G2 Warm White AR' Arm Mount Type 120 120V strand (5 modules) 1A 1050mA 3000K, 70CRI (standard) 2 Type AFR Auto Front Row 208 208V area. large 1.2A 1200MA Generation 2-90 Rotated left 90° MR-90 Auto Front Now, 240 240V Mail Neutral White The following 2-270 Rotated right 270° Rotated left 90° 277 277V 96L 96 LEDs 800 BOOmA 4000K, 70CRI mounting kite AFR-270 Auto Front Row, 347 (6 modules) 7A tO60mA200mA Generetlon2 must be ordered TYlLe� Rotated right 270° 4B0 480V 480 480V 1.211 1 Clill Cool Whit. 5eneraion2 separately (See 3 Type 9 BUD Back Light Control UNV 120-277V 1AA• 1400mA Ganeretion2 ecceeaoriea) 3-00 Rotated left 90° 60/BOHz BLC-80 Back Light Control ( ) SP Slip Fitter 9-270 Rotated right 270° rotated at 90° H1111 347-480V Mount me 4 BLC-2T0 Back Light Control (50/60Hz) (fits to 2'A rotated at 270° O.D. tenon) 4 Type 4 YV WS Wall mount 4-90 Rotated left 906 with surface 4-270 Rotated right 270° conduit Type rear entry permitted 6 Type 5 RAM' Retrofit arm 5W Type 5W mount kit DGY DDaiB 0-10V External dimming IMRI3'Integral with PCB- Photocontrol Fusin c Square Pole Adapter Textured (for controls by others) #3 lens Button Fix Single (120.277. 347VAC) included in standard BK Black DCi Dual Circuit Control IMRITs Integral with TLRDi Twist Lock F21 Double(208, 240,480VAC) product WH White FAWS4a• Field Adjustable Wattage Selector #]lens Receptacle TV Terminal Block BZ Bronze LLC""'• Integral wireless module 6Pin Pole Mount Fusing RPA^Round Pole DGY Dark Gray BL^'• BI-level functionality TLRDT^^ Twist Lock FP7° Single (120. 277. 347VAC) Adapter MOY Medium Grey SRDR•�a�sa^ SR driver connected to Zha asocket g Receptacle FP21 Double(208. 240.480VAC) ( flts to 3"- 3.9• 7 Pin FP3s Canadian Double Pull O.D. pole) a CitamirmmaglMad DynaD'mmer, Automatic Profile Dimming TLRPCk--- Twist Lock Receptacle 208. 240. 480VAC ( ) HIS" Internal Houma RAIL Specify optional C35o•' Safety 50% Dimming. 7 hours w/Photocell Suroe Protection f10kA standard) Side Shield color or RAIL SP2 Increased 20kA CM50•a Median 50%Dimming. 8 hours (ex: RAL7024) CS30^1 Safety 30% Dimming, 7 hours CC Custom color (Must eupplylor pply co ced CM30o Median 30%Dimmin ,8 hours 9 chipfor tl factory quote) 1. BL-IMRI3/7 equipped with out -boarded sensor housing when 10. TLRD5, TLRD7 and TLRPC receptacle pine 4 a 6 are capped off socket must be SR compatible(See specifications for more voltage is HVU(347-4BOV) when ordered with any of the Dimming controls DO or details). Commitfectory for lead time. AII7pinaln NEMA 2. Mountato a 4" round pole with adapter included for PAWS or LLC. receptacle are connected to SR driver. SRDR not amileblewith square polea. 11. Not available In 48W.. Order photocell aeparatelywlth TLRDBl.. TLRD5or TLRPC. 3. Limited to a maximum of45 degrees aiming above horizontal. 12. Notwelabl ith DCC. 18.0-10Vdimrilm, ddverstandard. 4. Not available with other dimming control options. 13. Notavallablewith SF and WS. RPAsprovidedwlth black 19.12UVor277Vonly, not available with SRDR orarm DynaDimmer 5. Not available with motion sensor. flniahstandwil. options (due to driver limitations). 6. Not available with photocomrcl. 14. HIS not available with Type 5, SW. BLC. BLC-90. or BLC-270. 7. Must specify a motion sensor lens. 15. Not available with DD,DOC, and PAWS dimming control options. B. Notevailebleln347er48DV 16. Not available with DD. DOC. FAWS and LW dimming S. Must specify input voltage. control options. 17. When ordering SRDR. controller (by others) to be used on STATISTICS AVERAGE: 1.2 fc MAXIMUM: 16.5 MINIMUM: 0.0 fc SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM TH ����C1,r I . S •a N7n7o..4 883 InXTAT V�l SITE DEVELOPMENT PLAN FOREST LAKES SELF -STORAGE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.05.16 [INITIAL] REVISION: 2022.07.06 [INITIAL] 2022.09.19 [ARB] 2023.01.20 [FINAL] � O gS 20.023 FILE N0. MIX, ECF-L_EDOForm_area_IarBe 04/22 pal- II C LIGHTING PLAN 30 0 30 60 90 C8 Scale: 1 "=30' T" COMPRESSION x 3/4" MALE PPE CWPIIiG SEWER SERVICE LATERAL CONNECTION NOTES: OR APPROVED EQUAL 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED it rePEco IW FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL IA SERMCESON OR DUAL RESIDENTIAL COVER LIFT NOTCH 14 1/2" NOTE: HYDRANT MUST BE TO THE MANHOLE. T"zT"zT° TEE 12 3/8" 12 1/2" EQUIPPED WITH CHARLOTTES— VILLE THREADS WHICH IS 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. THE LOCAL STANDARD. �1 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% OI LENGTH OF BRANCH VARIES 6' MIN (1/4" PER FOOT ) 7 WATER (270•) 2' TO 10' 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN 18"-22" DIAMETER OF 4". DUAL SERVICE FL CAST IRON LID 7 CU. FT. ALVE BOX 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 1" COMPRESSION x 3/4" MALE PIPE COUPUNG ,' 18" METER BOX #68 STONE OF 3 FEET. OR APPROAED EQUAL ALT t" TOME "K" SOFT PER �� 6GATE " TREATED FINISHED GROUND 2 x 4 QI 42"MIN VALVE M.�M:M •' 8" X 6" M' MARKER FOR USE ON DETACHED SINGAE FAMILY RESIDENTIAL SERVICE MEW AN IRRIGATION METER IS NOT PROVIDED. , TEE • : 2500 P.S.I. CONCRETE! L1 `� •.T .. BASE AND THRUST '!'•� " •(`•°•� •�'�' r SINGLE SERVICE �,1 BLOCK AGAINST CAST IRON LID 18" UNDISTURBED STABLE \Vr SOIL. FINISHED GRADE ` STEEL PILE 12"-1B _ 6" EXTENSION RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN PLUG END OF LDocWTNc GALL A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL MAIN LINE SERVICE LATERAL BMETER OOX mw s 6" BE USED AS ADDITIONAL SUPPORT. SECTION QU 38" MIN. COPPERSETTER PIPE SLOT 45'O'O" 1/8 BEND COUPLING rs (2 PLACES) " NOTE METER -�rY ;1 :;�,ivy�„�;.;,.;•;r 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT CORPORATION STOP ✓Yyy,•y:'.''Fr;R;iy+9 nfpyv.4; BRICK AS `ys?rr5c,; NECESSARY ( INCLUDING DITCHES ) SAND OR DUST UNDER tsrµA;A,>"�1:'x'R•y<, r: s BOX AND SETTER •�t�-' ~'M 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. (2-INCH MINIMUM THICKNESS) ',isv� „-. `�<(''s,t.��. 1�N VDOT SPEC. 203, NO. 57 I,.,:oi�; :x.s: ;,.h�a= AGGREGATE NOTES: 4.THEALLOWEDIN OR BEHIND THE DITCH. IN LINE WYE-TEE t'�`. NOTE: :e!�; :evw: '.tia (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. rGioALLo1�NE�SIN DDITCH,SHOULDER PLAN 1) SADDLES SMALL BE USED ON PVC PIPE. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP z) NO SWEATED FITTINGS. HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF 3) LATERALS INSTALLED WITHIN EASTING, OR PROPOSED, VDOT REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE VARIES PoQ1T-OF-WAY 91ALL BE INSTALLED IN A 2-INCH PVC SDR-21 IXi HOPE DRI1 CASINO PIPE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL SERVICE LATERAL INSTALLATION TYPICAL METER BOXES R SEWER SERVICE LATERAL CONNECTION (5/8" & 1" METERS) (5/8"-1" METERS) TYPICAL FIRE HYDRANT ASSEMBLY DETAIL NTS N.T.S. N.T.S. FIG. W-6A NTS FIG. W-4 FIG. S-2 I FIG. W-7 TD-10 TD-33 TD-13 TD-8 2 ACSA: TYP. SERVICE LATERAL INSTALLATION 3 ACSA: TYPICAL METER BOXES 4 ACSA: FIRE HYDRANT ASSEMBLY C9 NOT TO SCALE � ACSA: SEWER LATERAL CONNECTION C9 NOT TO SCALE C9 NOT TO SCALE C9 NOT TO SCALE PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL NOTE, MIN. 60' DIAMETER MANHOLE FINISHED GRADE SHIMP REQUIRED. VARIES o � VALVE BOX 4" DIAMETER BRANCH AND VALVE _ FINISHED GRADE ENGINEERING2. CTYP3 DROP MANHOLE PVC CROSS V� e ��` LAND PLANNING -PROJECT MANAGEMENT 2' USE APPROVED FLEXIBLE RUBBER a� BGOT. M.J. PLUG AIR RELEASE VALVE t , = NSECT SCREEN o 1 ',w' VARIES AT OUTLET 1 ADJUSTABLE TRAFFIC RATED 912 E. HIGH ST. 434.227.5140 6' GASKETED ' BRASS PIPE BRASS BALL VALVE II VALVE BOX W/ LID z CHARLOTTESVILLE VA, 22902 JUSTIN@$HIMP-ENGINEERING.COM ° STOP COUPLING 0 27" DROP PIPE PIPE STRAPS WATER MAI RESTRAINED JOINT FITTINGS DRAIN TO GRADE IF POSSIBLE x z Lav e• (STAINLESS STEEL) o SPACED EVERY •y' _ 2' VERTICALLY I, ON-LINE _ 90• RESTRAINED BEND -e I SEWER (TYPE B ) BRICK SUPPORTS OR �'Sl INFLUENT SOLID CEMENT BLOCKS .•'> , 4 PIPE CRUSHED STONE M.J. GATE VALVE ° "' .4'" s • , • MAIN "K" S 9 >' °. 4 P.4 a 4 a. a IB• PIPES VARIES THREADED COUPLING TYPE SOFT COPPER OR BRASS ----- iG No.45 83 PLAN PVC SLEEVE BRASS NIPPLE AND PVC o CAP A A7� 4 23 �y CORPORATION STOP "fM L,EA I LUBRICATE ALL THREADS PROFILE THRUST BLOCK ° WATER LINE �rs10NAL MIN. 6' BEDDING WITH N0: 68 STONE METER BOX (SEE FIG. W-7) d VALVE 6 I 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO N0. 57 STONE (2) FEET. ' 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO M.J. FITTING 2" PIPE SLOPED NOTES: 2500 P.S.I. CONCRETE 8 2'x 2' BEARING AREA. THE DROPFTFTING WITH STANDARD GASKET JOINT. TO DRAIN IF 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC n THRUST BLOCK d GRADE ALLOWS AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, a. 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF 'v 2" BRASS PIPE SHALL BE USED. SITE DEVELOPMENT PLAN STAINLESS STEEL. o VARIES VARIES 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER .a e 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT LINES 12 AND LARGER USE AND FITTINGS. ' ° FOREST LAKES WATER MAIN AND VALVE 2" THREADED TAP A.R.V.A.R.V. 3) IN SITUATIONS WHERE THE AR.VASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN . v TO SPRING LINE OF MANHOLE INVERT. ARE SAME SIZE ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT S. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 4S DEGREES, INTO THE FLOW. PLUG THE MANHOLE CONE. SELF -STORAGE 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. DEAD END 4) OFEMANHOLE ACSA LCONE UPONEREQUESTPIF A ICAL 5/8-INCH METER BOX CAN BE USED IN LIEU NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR (TYPE "A") TWO 8" DIAMETER DROP CONNECTIONS. AIR RELEASE VALVE (ARV) TYPICAL GATE VALVE ALBEMARLE COUNTY, VIRGINIA STANDARD INTERNAL DROP CONNECTION TYPICAL BLOW -OFF ASSEMBLY FIG.TW-9 NTS SUBMISSION: NTS FIG. W-5 2022.05.16 N.T.S. FIG. S-1-C2 FIG. W-8 [INITIAL] TD-20 TD_g TD-19 REVISION: TD-30 2022.07.06 [INITIAL] 5 ACSA: INTERNAL DROP CONNECTION TYP. 6 ACSA: BLOW -OFF ASSEMBLY TYP. 7 ACSA: AIR RELEASE VALVE 8 ACSA: GATE VALVE 2022.09.19[ARB] C9 NOT TO SCALE C9 NOT TO SCALE C9 NOT TO SCALE C9 NOT TO SCALE 2023.01.20 [FINAL] FILE NO. 20.023 SITE DETAILS C9_ ROAD CENTERLINE ROAD CENTERLINE 15.0' EXISTING LANE WP-2 MILL AND -15.0' OVERLAY FOR LANE THIS LANE =T GUTTER PAN EW ENTRANCE 1.5 FT CURB 0% 2.0% ROAD J 1 1.5" SM-9.5A SUPERPAVE ....TfffHTr`F_NITF_I)I INIF_ 3.0" BM-25.0 ROAD CENTERLINE 1 WORTH CROSSING AT ENTRANCE C1 Q SCALE: 1"=5' P-2 MILL & OVERLAY 2 ROAD SECTION C1 Q SCALE: 1"=5' I a' 3 DITCH I DETAIL TYP. C1 O NOT TO SCALE 4 EMERGENCY C1 O NOT TO SCALE IVAN SPILLWAY SECTION (TYP ✓DOT #21A BASESTONE 4 - .4a 6" - 4,000 PSI CONCRETE 4 4. 0000000000000000 4" - VDOT #21A BASESTONE COMPACTED SUBGRADE MIN CBR=6.0 TO BE FIELD VERIFIED 5 �DUMPSTER PAD SECTION C1 Q NOT TO SCALE 1.5" OF SM-9.5A SUPERPAVE 3" OF BM-25 PAVEMENT 0000000000000000 o�o�o�o�onononon 6" - VDOT #21A BASESTONE COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED '6 TYPICAL PAVEMENT SECTION C1 Q ) NOT TO SCALE 3.000 PSI CONCRETE 11 - VDOT #21A BASESTONE ;OMPACTED SUBGRADE MIN CBR=6.0 TO BE FIELD VERIFIED 7 )TYPICAL SIDEWALK SECTION C1 Q NOT TO SCALE LD-229 Storm Drain Design Computations From Structure To Structure Catch. Area ac Runoff Coef Increment AC Accum. AC Total TOC min 10-yr Intensity in/hr 10-yr Flow cfs Up Invert Elev. Down Invert Elev. Pipe Length 0 Invert Slope % Pipe Diameter in) Pipe Capacity (cfa) Velocity Ns Flow time Increment min 1 B4 2 B3 3 0.17 4 0.90 5 0.15 6 0.15 7 5.00 8 6.81 9 1.04 10 518.56 11 517.11 12 116.00 13 1.25% 14 15 15 1A 16 3.8 17 0.51 B3 B2 0.20 0.85 0.17 0.32 5.00 6.81 2.20 516.91 516.12 63.50 1.25% 15 2.9 4.7 0.23 32 B1 0.00 0.80 0.00 0.32 5.00 6.81 2.20 515.92 513.86 164.50 1.25% 15 2.9 4.7 0.59 31 SO 0.15 0.75 0.11 0.44 5.00 6.81 2.97 513.66 513.00 53.00 1.25% 18 4.0 4.7 0.19 A5 A4 0.31 0.80 0.25 0.25 5.00 6.81 1.69 518.23 516.36 125.00 1.50% 15 2A 4.6 0.45 A4 A3 0.18 0.80 0.14 0.39 5.00 6.81 2.67 516.16 514.24 128.00 1.50% 18 4.0 5.2 0.41 A3 A2 0.80 0.90 0.72 1.11 5.00 6.81 7.57 514.04 513.00 69.00 1.50% 18 9.5 5.6 0.20 SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM SITE DEVELOPMENT PLAN FOREST LAKES SELF -STORAGE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.05.16 [INITIAL] REVISION: 2022.07.06 [INITIAL] 2022.09.19 [ARB] 2023.01.20 [FINAL] FILE NO. SITE DETAILS 20.023 C10