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HomeMy WebLinkAboutSDP202300023 Plan - Submittal (First) 2023-03-27LEGEND EXISTING NEW DESCRIPTION BOUNDARIES BENCHMARK SITE PROPERTY LINE - - - - ADJACENT PROPERTY LINE -------- 0r BUILDING SETBACK ❑ PARKING SETBACK SITE TEXT 10 10 PARKING COUNT TOPOGRAPHY - - - - INDEX CONTOUR - - - - - - - - INTERVAL CONTOUR 311.5 x >?1� SPOT ELEVATION 311.5 TC x >?1 TOP OF CURB ELEVATION 311.5 TW x >?1 TOP OF WALL ELEVATION 311.5 BW x >?1� 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 MATERIAL CONCRETE RIPRAP ASPHALT EC-2 MATTING EC-3 MATTING WETLAND TREELINE X X FENCE UTILITY UTILITY POLE m m GUY WIRE oHu 0Hu OVERHEAD UTILITY ucu ucu UNDERGROUND UTILITY x x STORM STORM MANHOLE q q DROP INLET STORM SEWER ® ROOF DRAIN O SANITARY O SANITARY MANHOLE SANITARY SEWER MAIN S S SANITARY SEWER LATERAL WATER W W WATER LINE O O WATER METER 0 O WATER METER VAULT t FIRE HYDRANT A A FIRE DEPARTMENT CONNECTION GAS GAS GAS LINE EASEMENTS CONSTRUCTION GRADING ACCESS - - SIGHT DISTANCE UTILITY - - - - STORMWATER FACILITY MAINTENANCE STORMWATER ACCESS DRAINAGE SANITARY WATERLINE - GASLINE OWNER/DEVELOPER Third Mesa LLC P O Box 6551 Charlottesville, VA 22906 ZONING R6 - Residential Steep Slopes - Managed only AIA - Airport Impact Area SETBACKS FRONT MINIMUM: 5' from the right-of-way or the exterior edge of the sidewalk if the sidewalk is outside of the right-of-way FRONT MAXIMUM: 25' from the right-of-way or the exterior redge of the sidewalk if the sidewalk is outside of the right-of-way SIDE MINIMUM: 5' unless the building shares a common wall SIDE MAXIMUM: None REAR MINIMUM: 20' REAR MAXIMUM: None DISTRICT Rio Magisterial District SOURCE OF TITLE DB 1385 PG 162 DB 1717 PG 240 DB 534 PG 154 (R.O.W. on Woodburn Road) SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary and Topography Provided by Foresight Survey, PC - Received March 17, 2023 NAD83 Virginia State Plane South & NAVD88 Vertical Datum Offsite Topography is Imported from LIDAR BENCHMARK Benchmarks are provided along Woodburn Road as shown: Benchmark #1: 563.81' Benchmark #2: 550.22' FLOODZONE According to the FEMA Flood Insurance Rate Map, effective February 04, 2005(Community Panel 51003CO280D) no portion of this property lies within the floodplain. RESERVOIR WATERSHED This site is within the South Fork Rivanna River Watershed, below the reservoir. This site is not within a public water supply watershed. DAM BREAK INUNDATION ZONE The parcel is not within the State Dam Break Inundation Zone and is not within the Federal Dam Break Inundation Zone WATER & SANITARY SERVICES Site is served by the Albemarle County Service Authority. 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 othrewise 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. Backflow prevention is required for all connections to the water main. FINAL SITE DEVELOPMENT PLAN BERKMAR FLATS BUILDING HEIGHTS Maximum Allowable: 35' Proposed Height: 35' EXISTING USE Two single family residential structures exist on the property. PROPOSED USE 28 Multi -Family Units , 3.48 acres = 8.1 DUA DENSITY CALCULATION By -Right R-6 residential standard density = 6.0 DUA Bonus factor - Environmental (10%) = 0.6 DUA Bonus factor - Affordable Housing (25%) = 1.5 DUA Allowable gross density = 8.1 DUA = 28 Units LAND USE SCHEDULE EXISTING Area % Building 2,752 SF 1.8% Pavement 1,761 SF 1.2% Sidewalk 0 SF 0.0% Open space 147,152 SF 97.0% Total= 151,665 SF (3.481 ac.) PROPOSED Area % Building 13,851 SF 9.1% Pavement 21,176 SF 13.8% Sidewalk 4,585 SF 3.0% Open space 112,053 SF 74.1% Total= 151,665 SF (3.481 ac.) PARKING SCHEDULE 26 multifamily units: 2 bedrooms or more, 2 spaces/unit 26 units proposed x 2 = 52 spaces required 64 spaces provided ITE TRIP GENERATION Trip Generation Manual, 10th Edition AM PM Daily Use Description ITE QTY in out Total in out Total Total Multi -Family Housing (Mid -Rise) 221 26 2 7 9 7 4 11 141 Trip Generation reflects AM and PM peak hour traffic. 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. 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 service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle County Building Department from the main to the structure. 13. Building or structures built before January 1, 1985 must have an asbestos survey performed in order to apply for a permit. Asbestos removal permits are required is positive for such from Albemarle County and VDOLI. Contact VDOLI for additional requirements and permits for demolition projects. 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. County File Number Pending TAX MAP 45, PARCELS 81, 82, & 82A ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE : 1"=1000- 4NA `''i• WalmartSupercenterQ Aol,� 131 , 65Y Starbucic SITE4: Jim Price Auto Group Q i�: unariortesvillej3 Bowlero Charlottesville Albemarle SPCA T Q ,i DBURN DGE Lowe's Home Improvement v Kroger ® 29 Map provided by Google.com SHEETINDEX 101 COVER SHEET C2 EXISTING CONDITIONS C3 SITE & UTILITY PLAN C4 GRADING PLAN C5 UTILITY PROFILES C6 UTILITY PROFILES C7 LANDSCAPE PLAN C8 LIGHTING PLAN C9 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 Architectural Review Board Date It SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM FINAL SITE DEVELOPMENT PLAN BERKMAR FLATS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2023.03.23 REVISION: FILE NO. SITE PLAN 19.075 Cl- UuHu ARV �� wppDBVRUrE 659 / " \ \ ✓ ASSUMED LOCATION OF� 20' \ v/ /_ 550 } „ 4' D � NNIT GWc\�c-- / DEED B001(g35 PA E 22y� \ — \ \ \ N 56'15'12" E\ 86.53' DB AND PG UNKN WN \ N 5T03'47" E 73.09' BE C ARK #2 STATE ROUTE 659 \ \\ _ BENCHMA o�w —w I —� . — . — . _ _ _ — . _ _ SURVEY CONTROL NAIL CONTROL °"u� w—— / �CEVON = 550.22' WOODBURN ROAD ELEVATION 46u oHow —w —w — / N 6T15' 3 W \ ° = 56a`81_ _ avu� w —w _ / / 24.25' c / ww �� osu w w —w — I I ASPHALT 30' PRESCRIPTIVE EASEMENT J \ w —w —w — � w —w —w —w —w —w —w —w —w —w —w —w —w —w w w —w —w —w w —w —w 1—w —w —w —w —w �w — ,Gw — / aiu 15" CMF' ` l w —w —w —w —w —w —w —w —w —w —w — —w \ \ \ \ \ —�$� \ \56p — �OHU,OHu� — — --N 56'15'12" E 61.08' IRF i —ptiu eu _Nu Boa — �uu� GW. _ / IRF Q 23.05' i — — _ — — — — — — — / \ _ R51_"cam —OHU— m..+- — — — 3`2�'36 PD �— f — . .27' LEFT OF 11NE— VERT=553. — / % �— A16 45, \ 2256535 2". OF COR y\ INVERT=55214' // / _ — — — — — — — — — — — C167.70' — \ A _ BN 65'35'08" E PARCEL 04500-00-00-08200 \ _ qy \ N/F THIRD MESA, LLC `\ \ INSTRUMENT 201800000274 (NH PLAT) STATE HIGHWAY PLAT BOOK XIII, PAGES 69,70 & 176,177 BUILDING 0.778 ACRE I ZONED: R-6 FOUNDATION TO BE VACATED- -,-// EXCAVATION I °PIT � \ / / / COVEPOR ED STEPS �12.2' \ .° \ \ \ \ \ / ,h' 190°/ / IRF 2.8.0' %_ ONE STORY FRAME ON n TANK I I I / / / \ / — — — — \ { \ IRF \ \ / \ CONCRETE WALL BASEMENT HEAT 209.22' — yf / / LIGHT OST PUMP I I \ \ S 491T1= / / \ 530 - / \ 6 �� \ \ \ _ — / 28.1 \ \� \ \ PARCEL 04500-00— 0=082A0_ / `� \ c N/F THIRD MESA, LLC _ / °��� \ / \ \• \ \ \ \ DEED BOOK 4841, PG 138 — _ / �� — STEPS,' COVERED — ��J� STAT�HIGHWAY PLAT BOOK XIII, PAGES 69,70 & 176,177 — — — _ , / /� / I I // / / / \ \\\ PLATNOVEMBER COMMONWEALTH BY 17` 016 (UNKNOWN R RECORDATION) DATED _ — I I / I — — — — — — \ \ �a, q `kc 0.199 ACRE I ZONED: R-6 'p— / TO BE VACATED 1( 5 E / , / / goo �,•� '\ �o so. \\�c \ .$� • .oy� / / / � / / / I I I I I j�I / / � _ \ 0ho °��q. \\a 9- \ / / \ \•\ \ \$s�y IR,��° \ \ / / \ _ \ \ / / /L // / I I I I I I I � II I PARCEL 045 0 0 00-08000 � — — / v 99 \ / \1 \ a,�L \ / _ ODBTEL ROAD \ SHIMP O� ,�g0 S,�F,F. \/�� °� \ \ \ — / / / / � I I I I I I N�/F RIDGEWO�MOTEL &MANOR, LP � \5 /00-°,XRv1 �l 0 \ q �'�\ \ / / x / / l I I I I INSTRUMENT 201900004�305 5P° 0�O 92 ��� / \, t°y I GEED B00 1447, PAGE 668 PLAT �0000�0 �O� \ / \ \ / \ \ \ _ / / � �/ / / / I I I I / I 1.11 ACRES (RECORD) ZONED: R-6 — — ENGINEERING LAND PLANNING - PROJECT MANAGEMENT Jr CHAINLINK FEF�NCE 'S� 5140 IRF \ \ \q. \ — — — — — � ' / / ENCLOSURE l / y"'U / l I /l / II I / / CH RE. OTTHIGH ST. 49RING.COM I �ti I °° y \\�� CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM R°E�RgPRP�000��9�°N�0 /\•\ \ \ \ G 04Co N \ \ \ \ / / / / / / / h N PARCEL 04500-00-008100 / / / / n / N / hVI / rH 21 F5 HARD MESA, WOODBUR O C / / / / h / ED BOOK 4 41, PG 138 / °09 \ i \ \ \ / / / / DEED BOOK 1403 PAGE 412 (PLAT) \ \\ / /STATE HIGHWAY PLAT B XIII, PAGES 69,79,176,17/7 2T pO,o2�p00 \ 1 \ \ \ — — — — — — / / / / / 2.646 ACR S I ZONED/ R-6 / / / / / / / / / / I // U $ Y 045A1_00 NNR0ING \°' \ \ — — — — — — — — — — — — — — / / / / / / / / jROY oUNPRO\NA- 8 \ / \ �o \`t //// / // // / d Li 2.4113 YID-'E'2022p0-7B6 T Aj) 6 IRF 9c9\ / / / / / / / / / / / / / / .o \NS'(RUMEN 02100017�p. R- I l \ I NS AsREEN�RE°ORD) / ; ,\ \, 4 \ \ i9T� / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / O �r ONAL b�Gir. 0 108 ' � � � � U'�9yO �y — \\ / / / / / / / / / / / / / / / SS �O 65 � / � _ � \\ \\ \ %� _�.— PA��\1P��-Noo\�/ �—�_ �\�\\X"" •\ oygy \\\\\\\\ / / // // � // � zo2z— — — / / / / , , / / _ / FINAL SITE DEVELOPMENT PLAN ms °°,��\ "A' BERKMAR FLATS 5 NA R PRCE\ ovRj\S gg 1p SO \ \ \ \ j \ \ \ / / / / / / , / / / / / Np-BR— R OENjp20p0�,� F1iR \ /\y 4 — _ — _ — _ / / / , / / / / ALBEMARLE COUNTY, VIRGINIA lr D. 6 / �6�\.WMP i / / N EN Vvo ZONE •\\ \ '\✓/' ; \ // / // // // // // //------- SUBMISSION: \WV@9 2023.03.23 REVISION: \ A- 540 30 p0,0 0EPSEMENA88 i p4 DUNE MEEME N pN \ \ \ ' / / \ IRF \ / / / / / / / / / w P.\ERUN�gO P PGE N PoRR�R\GH�OR� p000732P`AT) 6 ' \ \ \ / / / / / / / / / / / / 0EE0 BOOK \NSTENT2p1.0.0\�j8Z0E0 R.—J��\ IRF WV CRECORDi \ / ' � \ \ \ i N / co t / �s1pC, FILE NO. 19.075 / \ \ \ � — �'�•TF/i ° � / � / � / � i i pNOR C3 3 W �2Fh °°o ��o — _ / EXISTING CONDITIONS \ \ \ \ OPEN SPACE A \ 6, F`\ �AR�CEL 045A1-00-00-000AO\ N/F BD;k<MAR DEVELOPMENT, LLC \ \ \ \ \ — — / / / �'� / g'(PSE 1Rj,pR °R WPY Ag8— / \ \ \ \ \ \ INSTRUMENT 202MOO17786 (SUBDIVISION PLAT) \ \ \ �— i / / / / / BER GHS�OF ppGE INSTRUMENT 2021ON16261 (EASEMENT PLAT) \\ `\ / \ \ \ \ \ \608 ACRE (RECO�D� ZONED: R-6 \ \ s\ / / \ //i / / / DEED B° 20 0 / ^'f0 / 40 / / —60 IRi Scale: 1 "=20' SANITARY MANROLE- �\ 30 — j / / / OH �3g \h - STATE ROU O- UuP HU ARV _ 4K'OODBUR1 659 v \ ✓ ASSUMED LOCATION OF� 20, ~ \ v /_ 55 ` \ / c\� -mow- v ROAD DEED B001('g35 PAG'WA 22y� - - N 5615'12" E 86.53' DB AND PG UNKN WN N 5T03'47" E 73.09' BENCHMARK /j2 STATE ROUTE 659 \ \\ GW ° BENCHMARI �oH��w-w - . - - - _ _ - . - SURVEY CONTROL NAIL CONNECT WATER LATERALS TO- �CEVATION = 550.22' I Y CONTROL 0jp w -w -- WOODBURN ROAD \ OHu� w - N 67'15'33" W NEW J" CORP STOP (TYP.) 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II II J 1 II c UNIT 2 II UNIT 4 II UNIT 6 II UNIT 8 UNIT 10 UNIT 12 II UNIT 14 UNIT 16 I1 UNIT 18 II UNIT 20 II UNIT 22 II UNIT 24 II UNIT 26 111 UNIT 28 BFE 556.00 BFE 555.50 BFE 554.00 11 BFE 554.00 11 BFE 554.00 BFE 554.00 I; BFE 552.00 u7 ,n: BFE 549.50 11 BFE 548.00 11 BFE 548.00 BFE 548.00 11 BFE 548.00 BFE 546.00 1 BFE 544.00 \ / - / / - �\_III r_ i 111 I •' ; li it _ lili _ III L___J L- _ 1 L---JI IL---J- - �- -- F 1 F L----J r ---J-- --_ - ----J L----J 20.00' L--- J - - ------------- ------- I - , 0 V�o -J 75 \ \ ti L_FtiQ'. `y i�' ° �. 1-1 i.r i:' f a. °^6 SIQE.V✓A <' \ \ \ \ CG 2 I .N: Cf) N U) 00cn 9.00' DAA PARKIN AQAPARKING O SIGNPRGpI O n 0I • •� \ \\\\ \\ / / \ \ \ \- - �IFgy�X���� / S4 4 SPACES 15 SPA ES NEW MH-1 \\ \�\ IRF \ �c I\ NEW MH-1 345.5 LF 8" PU LIC SAN. N S3 TORE \ - - 41 p \ O \ �\ 5 g 530 - ---- \ 0 / 1'X�g6 i90. \ NEW 20' PUBLIC SANITARY EASEMENT 34 SPACES \ \ ------------- �--------- - - - - -- \ a PO o co \ \ 165 LF 15" HOPE / I �• \ e NEW DI-3B NEW DI-313 Al OOPP\ 6 p�E / \ 1 \•��r .o \$ 01 ti9 � s \\ a O \ r, \ O� 9\ \ / / �t \$�r6,�Z, �,� `ro\ \ \\ \\ \o �� PAR21187CEL 0WOODBURNOROADO/ \ 01900004305 Sq6 N/F RIDGEWOOD MOTEL & MANOR, LP �OO�I. 8'` �P'�� ,6 / \ �9? c �x �x \ \\ \\ DEED NBOOK ME 47NT ?PAGE 668 (PLAT) 0\-\'000p' � / \ F \ \ �_ 1.116 ACRES (RECORD) ZONED: R-6 `pLOL 6 "ic) \� yl / \\ - - CHAINLINK FENCE \\ \ \ IRF \qy ENCLOSURE \\ \ Z / I Oil / I 00 y c AO E P \ \ S2 7lOp�90 IPEO' R' i /\ \ \ / PARCEL 04500-00-00-08100 NEW MH- I / NNS 20�oR01 / \ l `I \ 1 2175 WOODBURN ROAD � j E EV. 539.00 J / l NStRGRE / \ \• \ / \ \ N/F THIRD MESA, LLC / DEED BOOK 4841, PG 138 / DEED BOOK 1403, PAGE 412 (PLAT) \ \ STATE HIGHWAY PLAT BOOK XIII, PAGES 69,79,176,177 , N / \ 0H_p021102P7p(00 \ \ \I �'��• \ 2Oc9\ Cs 2.646 ACRES ZONED: R-6 ,NDNG 045PURNP ELL2\G\gEL200005PLAT) /&gUMENT o2p7V86 R-6 IRF III` Z0 % / I \ I WSTR (RECORD) � �_ � • \ � 9 �9T \� \, 0 8 $ A ny\sn v / '\ ?'L" C\F'�' / i' rV :U 6 \ -0 C4, / / �0 91 �L• \ p p3 AG-R� \ i ��� � �\ c�y� ..A., � j� w T 29 0290� v v _ - v NEI MH-1 EV 53.00 O` __60�0,00�& MPR\ET •\ \ .\ \ p45A B- Y 1-,y3600 SF DETENTION POND GGE UR \ p�0 \ /F'gR� EDEN PZp220��g6 (\`TiR,6 \•\ , \, Q�2'� a \ I - BOTTOM ELEV. 517.50 \ / / \ \NST� 2p21000 ZONED•\ \ /' \'� WIMP TOP OF STONE 518.00 _ ,1`\ \ I I w v; ACRE SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM .E WIDTH PUBLIC O Z TER FACILITY V su y JCE EASEMENT „ Li o.45 -124 \ 1 WIDE RIP -RAP ARMORED S ONAL EM RGENCY SPILLWAY / ELE 521.00 / cP � GGE"p g 6 FINAL SITE DEVELOPMENT PLAN BERKMAR FLATS 2 5 I ` ` B1 / , / ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2023.03.23 zQ REVISION: 300 540 2�T 00 p0 N & \ \ \ \ I i ' ZOP OF ' E EpSEGE 4g8 045P\NE M,EEofENAN IRF ��\GH PRD p000732PLAT) \N50 EN E �o zip \\ P a 6o \ i UM TREGORDi \ / i\ \ IRF \ \ 011, 11 wPSER\-\N�gO �P / D'6� / / , WV \ _ I EW MH-1 DOGHOUSE MANHGLL� TIE-IN TO EXISTING N� GO &, OUS / NG NEW 10' STpRMWATER 20 \ 6f. I GO FACILITY ACCESS CESS EASEMENT tisT9c \ ����• \. I so Nc / FILE NO. �, / // \\ \ \\ \\ //� \\ \ \ \ G�F`S' \ s2• �� ITO P WALK p31'\S4 // 19.075 OPEN SPACE A \ \ \ 00�`� '� \ / 1AG3 SITE &UTILITY PLAN �AR�CEL 045A1-00-00-OOOAO\ \ 626,.L� \ 9J / ?0I '\I \ � / � / / / / N/F BD;k<MAR DEVELOPMENT, LLC \ \ \ \ \ g'(PSEK01"I 0 �N•1PY Ag8 INSTRUMENT 202t&0017786 (SUBDIVISION PLAT)NS F \ \ \ \ \ \ \ \ INSTRUMENT 2021ON16261 (EASEMENT PLAT) \ \ \s \ / / 50 \G13 6o' \608 ACRE (RECOI ZONED: R-6 \ \ \ \ / / DEEo B 20 0 / --f0 / 40 / ­60 IRF Scale: 1 "=20' SANITARY MANb T �\ 30 sy� UuP- Hu ARV - 44µ'-Olp.�B.,U�RN� ROADS / v \ ✓ (` \ J /_ 55 \ BOOK 4 \ \ \ \ GW �G-- / DEED 0 535, p GE 2Y- - - \ \ N 56'15'12" E\ 86.53' \ N 57'03'47" E 73.09' BENC ARK #2 STATE ROUTE 659 \ _ BENEHMA oHC�w �w I -� . - . - - _ _ - _ _ SURVEY CONTROL NAIL CONTROL °MOsw -- / �CEVON = 550.22' WOODBURN ROAD ELEVATION 5&a,81_ - j °ryu� oHu�u w �w -w w -w - / N 6T15'24 2W I i / / ASPHALT 30' PRESCRIPTIVE EASEMENT J "I- w w -w -w -w _ / / / oHU _'--w -w -w Tw -w -w -w -w -w -w w w -w w w -i+-+w =�+ _ -w - -w - -w y - \ \ \ \ \ \$ \ 5 - - _ °HUB OH- -j - --N S6'1512 • 61.08' IRF ly=-p�u' oHu oHu-yaau_-�+ut „\BATTING •- - \� \ IRF Q 23.05' / _ - - - - - ' - - - - / \ 6p� 60 Hu m..+- _ _ 3`25 36 - b PD- -�-" � .27' LEFT OF 11NE \ \ \\ \ \ \% T8498' �. ' OF CORNER cn IDA/ A 168.45'22 \ \`\ _ N 65'3 U, I \ I__rr_____ / // W-,i--�-- \ \ \ � r----Z_- 1r- II II � s-__ o4 II L- \ \\• $`\ \ \ UNIT 1 UNIT 3 UNIT 5 III UNIT 7 UNIT 9 III UNIT 11 I1r UNIT 13 I FFE 567.00 j j FFE 566.50 III FFE 565.00 FFE 565.00 FFE 565.00 III FFE 565.00 FFE 563.00 1 UNIT 15 UNIT 17 UNI 19 UNI 21 / P' ij UNIT 23 II UNIT 25 II UNIT 27i \ / x `k V 11 1 ..`• 54 ,`- II $ 5�.00 I FFE 557,60 1 FFE 535.00 / a FFE 560.50 FFE 559.00 11 FFE 5 9 00 FFE 59.00 FFE ;•'y,;. 54 •.. II 11 I h / / p II II 11 I II II UNIT 2 UNIT 4 11 UNIT 6 II UNIT 8 UNIT 10 UNIT 12 I UNIT 14 ��` " �?. UNIT 16 UNIT 18 UN T 20 UN T 22 UNIT 24 BrINIT 26 UNIT 28/ A II \ II II II ,. 11 ' II + II L II / / / - AO \ BFE 556.00 11 BF'C 555.50 BFE 554.00 II BFE 554.00 II BFE 554.00 11 BFE 554.00 BFE 552.00 u7 ,n.: BFE 549.50 BFE 548.00 11 BFE 548.00 II BFE 548.00 II BITE 548.00 FE 546.00 BFE 544.,00 / -� �- - 5 / \ 11 I 2 1 1 _, _ - - - / \ \ - \ T-------- / \11L---J-------JL---J --- - - \--------� --� - - 48 4 1 s� 5 .r is c \ 0 � / \ 00. \ U + •. � .:: • : ., ':� ; .:. .' .. ,. , ., � � I, �$. .1 �8 7`✓ .. � ', ' i " / / \ / \ ' 3-D°ti 6 ` FO / J \ . V) cn v� CG 2 u, 024� - . h°,� 0� \ j \ - DA .$ � 8,a 47 v� "/ V) c 2 . cn I N• p v I P A PARKIN AIWA ARKIN 46 / \ \ �G�o P ��g,��.o�p° I ,hh� SIG SIGN °- - \� \ \10"�5 4 j / 7so 477 4782 1\ / I c L / { \ IRF - \ \ / I - \ 530 - \� of s \ CV I I I / o �s Q � t t G o 7s U 4 -' 4 25 20 I I PI I \\ p0 �S� ti \ y °" �$'���'° �.�`.yG�yG0�09,p LiCIN s PN �wNXtiG6p / \ \ 0-y9 \\\\\\ \ \ // / / a. II r/ \OZ IR,� / v PCELF\ \ / \ \$6,�i `so \ \ \ \ i ' / / / / 1 I \\ \ 9< I 1 PARCEL 04s o 00-00-08000 ° �\ �r0 \ \ \ - U�,''`�OD TEL ROAD / SHIMP O\°tiS\)SEE \��' F �'\ \ \ / / / / / 1 I I I \ 5 INSTR MENT 201900004 5 � N�/F RIDGEWO D MOTEL &MANOR, LP Qp- / \' \�0 0\-\' O 1 '? / \, �. F \ / GEED BOO 1447, PAGE 6 8 (PLAT) �1 \w / OAS�E.� °`L,0119 -�0 � \ / \ \ y�' \ \ / / //(���� '// /l / / I I I /' 1.11� ACRES I (RECORD) ZONED: R-6 - - E N G I N E E R I N G F 4 �� L \ ' I / / LAND PLANNING -PROJECT MANAGEMENT RE ti �GORoI / \ \ \ x / / 5 �� / •\ \ \\ _ - CHANLNK FF7NCE / ,,o'S co / I I / 912 E. HIGH ST. 434.227.5140 IRF \ q. / - - _ - / ENCLOSURE 6°° y%` \ L �\ / / / / / / / \\ C / CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM `P P'ClR�6 \\// 3400 o� ° I PARCEL 04500-00-0e08100 / / / / n / N I h h I / Tu 21F5 HIIRDMWOODBURA,OLC / / / o / � / I I \ 9 P ) \ \ / ED BOOK 4 41, PG 138 � / / \ 00 / / / \ \ i \ \ / / / DEEV BOOK 1403 PAGE 412 (PLAT) /STATE HIGHWAY PLAT B XIII, PAGES 69,79,176,17� p1 / / / I / I \ \ \ / T 2. 027p00 \ 1 \ \\ \ - - - / / / / / 2.646 ACRES I ZONED R-6 / / / \ - / / / /J / / / I / V $ Y GE2045A1-�HE\-\-NPwDCNG \ \ �o�\ \\-------------'/ / // / / // / // // �' / // / J� f / / LI 0.45 TROY BURLEY NPRD 798 \ / -Lit 022.00005 �T 2 °17�8Lo�D, R-6 IRF �• \ \ \ 9°s9 / / / �` I 02100 / UMENT \ / / / / / / \ 1 pA' WIDE RIP -RAP ARM RED G' / �/ /\ ALE RG521.Y SPILLWAY NS P ONAL �0'( 28 0$ya'L''390 ' - \ \ J �cy�-y \ Fs \ ` - - �PSF,N Nk� - �. - \ �02 V / / / / / N �, �p ✓ PG��� g y6 P A -�6P \ �i 9y / G oWE -FS R�t?0 ovi�a6 0� �� 6 v 000� V� v v v - - / / / / / i / / /k / A� �o eP FINAL SITE DEVELOPMENT PLAN t \ \ - v' B E RKMAR FLATS 0. v 01 2-9 V \ \ U 045 g ,,,3600 SF DE7 NTION POND P PRGE GURT\5 \ \ i N/F-gRUCTR D'JR AN 52200� 1 Nn 6 \ /` \� \ - - - - / / h BorroM ELEV. s,7.so ALBEMARLE COUNTY VIRGINIA \ \ E D) 1, R' / )y \ / /'� TOP OF STONE 518.00 ' 5 2V000 ZONED.V \ /• �� \.WMP R�oR �v � wv�®� � � / / � o ��o � � / SUBMISSION: NCRE ( \ _ _ \ \ \ / / / / / / , , , - _ - 2023.03.23 �� \ \ \ ?i• / / / / d REVISION: 540 Dw �o45A1_OMEENAN N\ IRF_---- � C'2A-%00A Z f \ \ \pWV N��GUMENTREGORDi\\ , . �\ IRF / / /l I / / / / - / G� / - - \ \ /N Gas pR / CO GU FNEW 10' ACILITY ACCESS EASEMENT FILE NO. \\ 19.075 o\A C3 3 W OPEN SPACE A 000� o - GRADING PLAN \ \ \ \ 6, F`\ y� / / 550 / / / q.03 �AR�CEL 045A1-00-00-OOOAO\ 2stiT \ - 9J / / / / / / / / / oV'CE �.� N/F BD;k<MAR DEVELOPMENT, LLC \ \ \ \ \ - - -' / / / / / / /'� / / SIN"- OP.R DR WP'I A.bb INSTRUMENT 202f0.0017786 (SUBDIVISION PLAT) GHS�DF ppGE INSTRUMENT 20210J016261 (EASEMENT PLAT) \ \ \ \ - - / / / / �� i / / 50 \G 1380' \608 ACRE (RECO�D� ZONED: R-6 \ \ s\ / / \ //i / / / DEED BO 20 0 / ^'�O / 40 /' -60 IRF Scale: 1 "=20'C4 SANITARY MANbYOT �\ 30 - / / / / 1 I / / / / AO Al A2 s�o 570 565 565 560 560 0 a z555 555 GRADE z 550 z 550 z 545 z 545 540 540 ------------ 535 535 0 530 530 525 525 n N — N I Lo in 1 0 520 520 0 0 o w> > > - - - 515 515 510 510 505 505 500 500 495 495 499+50 10+00 10+50 11+00 11+50 12+00 12+50 13+04090 STORM PROFILE AO - A2 C5 HORIZONTAL SCALE: 1 "=20', VERTICAL SCALE: 1 "=10' SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH T. 4,4.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 545 540 535 530 525 520 515 5,0 505 500 495 4900 489+50 BOO B1 o.4� 545 Q� 540 L b�G L?ONA 535 ANTI -VORTEX TRASH RACK TOP OF 36" STANDPIPE 530 ELEV. 520.50 FINAL SITE DEVELOPMENT PLAN 525 BERKMAR FLATS 4" CONTROL ORIFICE W/ DEBRIS CAGE INV. 519.33 TOP OF STONE 2" CONTROL ORIFICE ALBEMARLE COUNTY, VIRGINIA 515 518.00 IN DEBRIS CAGE BOTTOM OF POND INV. 518.08 SUBMISSION: 517.502023.03.23 5,0 P REVISION: 505 3 STANDPIPE DETAIL 500 C5 SCALE: 1 "=2' 495 490 FILE N0. 19.075 PROPOSED GRA =EM R. SPILLWAY r7520 1 qlAtIDIDIPF TOP OF STONE 51-0.00 . OUT 00 N�' ZZ 10+00 10+50 11+00 11+50 12+0405 STORM PROFILE BO - B1 UTILITY PROFILES C5 HORIZONTAL SCALE: 1 "=20', VERTICAL SCALE: 1 "=10' C5 SO S1 S2 S3 s7o 565 Y 560 555 O M 550 (n 545 M] O N 540 N (n 535 530 Di 525 520 IF 515 a 510 O_ n 0 N `O N 505 _ H 7 _ Z) Z N to 00 Z_ cO > > soo Z w Z — — O Z — Z — 495 Y 4950 469+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 IN UD a EXISTING GRADE V) N — Y a 0 a 0 a 0 F g" SDR-26 © 5.0% 0 0 00 I -in Qin Qh - n — Q� Qrn Q7 Q� QN 00 m O t o o0 m> �r7Z Q M Z,Ij Q j U> Z,j� Q N Z j Z,�j Q N Z,�j Q j N Z : j Z Z,�j Q N Z,�j Q j Z : Z,Tj Q > cn Z Z,[j Q Z� Q > m Z j Z J Z~� O Z Z Q a Y 14+00 14+50 SANITARY SEWER PROFILE SO-S4 CIS HORIZONTAL SCALE: 1 "=20', VERTICAL SCALE: 1 "=10' 15+00 15+50 16+00 16+50 570 565 560 555 550 545 540 535 530 525 520 515 510 505 500 495 490 17+ff SHIMP ENGINEERIN G1 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM FINAL SITE DEVELOPMENT PLAN BERKMAR FLATS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2023.03.23 REVISION: FILE NO. UTILITY PROFILES 19.075 P6]_ IRF oHu \ &� UP eu ARV �� - 4 WOODBURN R065g / \ \ / ASSUMED LOCATION OF� 20' i ` \ /- 550 DEED BOOF=W \ \ \ \ AD DB AND PG UNKN wN \ \ A \ - - __� <, PAGE 4 - - . \ N 56'15'12" E 86.53' N 5T03'4 BENC ARK #2 STATE ROUTE 659 GW plp __w 22 _� CONNECT WATER LATOERALS TO SURVEY CONTROL NAIL WOODBURN ROAD \ w CONTROL °"u a u w -w - / N 6T15 3 W NEW " CORP STOP TYP - - / SURVEY = 550.22' I ( I) NEW TYPE COP ER 30' PRESCRIPTIVE EASEMENT \ °•sue ELEV ON 563:81� I oHu� < " ASPIRALLT WATER LINE OH ( ) / 10' PUBLIC TER SEMENT / \ \ \ w - 24.2 MIN. 3.5' COVE TY / - _ \ \ ------ I- w -w w / \ • -w -w -w �w -w -w w -w -w -w w - w -w -w -w -w w w - w w NEW �" CORP Y ;-�-oHu�oHu • u � i � o - - -pl 15 • 61.08' N� IRF ® 23.05' �56 - i - • IRF �-oeu°eu u- eau G�ATTIN II � • - \ \ \ \ \ \ R51T.10' 3` BX PD 6 f .27' LEFT OF _LINE / - - \\ NEW J" TYPE K - �. T 0 OR R L._. I �. ' �. - \ IN. 3.5' COVER TYP. �8' I. I I - • - - - �\ \ \ \ \ \ �� (TYP.) A168.45 N 3�52"- / \\ \\��7\. \ N METER (TYP.) C167.70' 221 \ U, NEW ° T R (TYP.) av Cn 10 Pttauc W EASEMENT r----Z__ r------ 1r-J II 1r------- _s--- <r* -Z__ -� II-1r---- r UNIT 1 III UNIT 3 II UNIT 5 II UNIT 7 �� UNIT 9 II UNIT 11 II UNIT 13 /_f II \II II I II / II II 11 1- / FFE 567.00 1 FEE 566.50 111 FEE 565.00 1 FEE 565.00 FFE 565.00 FEE 565.00 FFE 563.00 1 •o I UNIT 15 UNIT 17 UNIT� 19 UNI 21 j UNIT 23 UNIT 25 \ ✓ ?� �� vI 5a > I V1519.00A / 111 11 FEE 560.50 FFE 559.00 11 FFE FFE 59.00 FFE 5�, .00 11 FFE 557�0 FFE 55�.00 / \ 54 .. I 1 1111 11 O11 11 / \ \ I \ 1 1 11 � pA--a` V 11 1I•W 'til.' ill \ UNIT 2 UNIT 4 UNIT 6 UNIT 8 UNIT 10 1I UNIT 12 UNIT 14.• �!?. UNIT 16 111 UNIT 18 UN T 20 UN T 22 j 1 UNIT 24 11 pNIT 26 / UNIT 28/ II A II II II II II BFC`555.50 BFE 554.00 I BFE 554.00 II BEE 554.00 II BFE 554.00 BFE 552.00 'in ;n.; BFE 549.50 BFE 548.00 II BFE 548.00 BFE 548.00 �j B E 548.00 II FE 546.00 BE 544/00 BEE 556.00 - _ / \ Y o i 48 4849 79 ` -. L J L J 19 n Cc 2 _ n ot� j ' N,. c-z �;- /- 5 o e °� / I iI F7 8 47 /cn PSG oW�53�-0.00n'�-/ _� ��\ \ I 9.00' o I I \ f DA I ,h`��/ A KIG SIN ARkIN I I o °tea \°� - - -� - - -- - - - ----� --- - - 4- I - 69 -<rr- \� J� L 4 SPACES 1016-5 4 ' / ae �s 62 / I I 9 EW MH-1- X�9 s4 \ \ � � � 7 47 47 15 )SPA s I I �Q�p I 345.5 LF 8" PUBLIC SAN. / N I I S3 T . .\ 39. 0 IRE \ NEW MH-1 � \ \ n --- 530 - ���6 \ `\ \ \ i90• \i \� -� \ \ \ \ NEW 20' PUBLIC SANIT RY EASEMENT N 34 SPACES G p 75 / / o_ I \ \ - ... U p t-t 4 V S2 \\ \ \ 4 zs EW DI-3B ... 165 LF 15" HDPE .. 1 I I \ / l O,LNO •\O s0. \ c \ A2 / / NEW/-36 54 tR \ \,° 1�1vO�Fl, 0°1�N `PLO R'6 '\,� ,�'��yo \ � -\ /`' • �h° � 01 0 / \ / � ti / �' I \ ` \ I a• I I � IR \\ \ 9< I I PARCEL 045 0-00-00-080� / _ 0 250 S�F'� \,•� Ot^ \ \ / / / N I \ I 2187 SHIMP ODBTEL ROAD I I \ I I � NVF RIDGEWO D MOTEL & MANOR, LP ENGINEERING INSTRPMENT 2019000�;305 DEED BOOK 1447, PAGE 6 8 (PLAT) LAND PLANNING - PROJECT MANAGEMENT \.\ I'.\ Fyl• S1 \ // / �} x�/ l l / I I I I\ \\' 1.11q ACRES (RECORD) ZONED: R-E \ I I \ / 912 E. HIGH ST. 434.227.5140 TESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM ✓ �w �, \ \ O \ \ \ \ \ \ / / ' / / \x v/ CHAINLINK FFFE� E / ��� rO / / \\� %1 I I I / P_c / `• IRF \ \ / - - - - - --' / / ENCLOSU7ECCHARLOT \ a' 3400 / \ �v // / I I / / ry s2 I / I I LANDSCAPE SCHEDULE Plant S mbol Y Planting Type Botanical Name Common Name Min. Cal./Height Quantity Total Height(ft) Canopy SF Total Canopy in 10 Yrs SF Large Deciduous Tree Quercus phellos Willow Oak 14" Cal. 4 31 370 1480 le-N. le-N.(�,r��•�}}� Large Deciduous Tree Tilia americans American Linden 11" Cal. 6 26 191 1146 '�'�� Y ) Large Deciduous Tree Quercus palustris Pin Oak ill' Col. 5 31 370 1850 Ig 1 Evergreen Shrub Ilex glabra Inkberry Holly 12" Hit. 18 6 23 414 VO Evergreen Shrub Viburnum utile "Conoy" Conoy Viburnum 12" Ht. 21 8 18 378 TOTAL SF: 5268 LANDSCAPING REQUIRED: / / / / / / M o ,z`a 1 ti N I I PARCEL 4500-00-0 /08100 SITE REQUIREMENT (SEC. 32.7.9.8): 20% CANOPY REQUIRED. // / / `1� / / / \ l hM i� y M _ V. 5:00 LO `b / / 21 WOODBURN RRROAD / / // v I SITE AREA 3.5 AC x 20% = 30,492 SF / / / /F THIRD ME A LLC CANOPY REQUIRED: 30,492 SF / DEED BOOK 4 41, PG 138 DEEP CANOPY PROVIDED: 5,268 SF + 38,000 SF TO REMAIN = 43,268 SF / / / / " BOOK 1403 PAGE 412 (PLAT) STREET TREES (SEC. 32.7.9.5): LARGE SHADE TREES (1�" CAL.), 50' O.C. / / / /STATE HIGHWAY PLAT BOO XIII, PAGES 69,79,176,17 / / `J / � NE V R ABLE/ WIDTH PUBLIC REQUIRED (397/50) = 8 LARGE SHADE TREES / / / / 2.646 ACRES I ZONED! R-6 / / / / / R WASTER FACILIT I `O PROVIDED: 9 LARGE SHADE TREES _ _ _ / / / / / / / / / Tt CE EASEME PARKING LOT LANDSCAPING (SEC. 32.7.9.6): 5% OF TOTAL PAVED AREA SHALL BE LANDSCAPED APPR¢j(IMATELY 5% OF TOTAL PAVED AREA: 20,086 SF x 5% = 1,004 SF REQUIRED: 1,004 SF 38/000 SF OF / EX�IlSTING WOODED / / / , g 1' / I \ 1 WIDE RIP -RAP ARN PROVIDED: 1,588 SF AREAS TO REMAI / / / / ,�\� X,X / � / / � E�1 RGENCY SPILLWAY / /'NALE 521.gO / NOTES: _---/ / / J371 1. All site plantings of trees and shrubs shall be allowed to reach,cs /� o \� / / / and be maintained at, mature height; the topping of trees is prohibited. Shrubs and trees shall be pruned minimally and only N a ' �S C 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 / / / / / / / / / `y0 and replaced when necessary. Replacement material shall _ _ _ / / / F 1k,�1 cP tY \ E ( `" O comply with the approved landscape plan. / / \/ �5• D 3. All new plantingshown on the Ian will be completed after / / 'i f building and road construction to avoid tree planting D ting damage. / / / / / I/ S �/ /., �� \ - -� \ / 4. All disturbed slopes 3:1 or steeper to have low maintenance / / / / N MH-1 EV 53 .00 ground cover. 5. Any existing tree proposed to remain shall be replaced in kind / / 1 / 3600 SF DETENTION POND - "�°° if negatively impacted by improvements associated with this / / / / / I / ' BOTTOM ELEV. 517.50 B1 \ / PV� UDC" / project. - - - - -' / / / I I / TOP OF STONE 518.00 " / / Sk PUB\-\c R E u¢ / // / / / / /I o / I�0R 06 �5A0 D 6PSEMENj S /j 1 E GE Ao /\ /� / WV r- YXX - Fo � ��,��/jam 6 f i TIEWI:4L1 DOSGT OU/SE A / / & GU-\1To ER CEjE GV NEW 10' STORMWATER CO FACILITY FACILITY ACCESS EASEMENT SO ' I p.CK pg11.8a Pam` ' / TOP CO C811a23 W // 3 / / �� _/' ''/' /55O1� S P FINAL SITE DEVELOPMENT PLAN BERKMAR FLATS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2023.03.23 REVISION: FILE NO. LANDSCAPE PLAN 19.075 C7 Schedule Symbol Label Quantity Manufacturer Catalog Number Description Number of Lamps Filename Wattage Light Loss Factor EcoForm Area LED ECF - Small, 64 LED's, (4) LEDGINE SLD LIGHT A 5 GARDCO ECF-S-64L-1A-WW-G2-4-HIS 3000K CCT, TYPE 4-HIS OPTIC, House -side ARRAY(S) DRIVEN AT ecf-s-641-L2-4- 205.9 1.00 Internal Shielding 1050mA his.ies ies o.o + o.o + o.o + o.o + o.o + o.o + o.o + o.o + o.o + o.o + o.o + o.o + o.o + o.o + o.o + o.o + o.o + o.o + o.o + o.o + o.o + o.o + o.o + o.o + o.o + o.o + o.o + o.o + o.o + o.o + + Lighting Notes: 1. Pole mounted fixtures shall be mounted at a height of 20' from the finished grade which includes the pole base. 2. Each outdoor luminaire equipped with a lamp that emits 3,000 or more initial lumens shall be a full cutoff luminaire and STATISTICS 1.2 AVERAshall +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +c be arranged or shielded to reflect light awe from adjoining residential districts and awe from adjacent roads. The 9 9 Y 1 9 Y 1 MAXIMUM: f MAXIMUM: 16.5 fc spillover of lighting from luminaires onto public roads and property in residential or rural areas zoning districts shall not MINIMUM: 0.0 fc exceed one half footcandle. +0.0 +0.0 +0.0 +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +0.0 +0.0 +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o o +o o +r +o.o +0.0 +0.0 +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +0.0 +0.0 +0.0 +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o o +o o +o o +o o +o o +o o +o o +o o +o o +o o +o o +o 0 +0.0 +0.0 +0.0 +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +0.0 +0.0 +o.o +o.0 +o.0 +o.0 +o.0 +o.0 +o.0 +o.0 +o.0 +o.0 +o.0 +o.0 +o o +o o +o o +o o +o o +o o +o o +o o +o o +o o +o o +o 0 Site & 4 rea +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o o +o o +o o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o • 01 ::..._ EcoForm IF,+0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0. o +0. o +0. o +0.0 +0.0 +0.0 +0.0 +0.0 by ECF-S sinal ar-ea I ght + . 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0' + +0.0 +0.0 +0.0 +0.0 Gardco Ecol"orm Gen-2 combines economy with performance in an LED area Prole[: + ' + ' + ' + ' + ' + ' + ' + ' 71.0 71.5 + ' + ' + ' + ' + ' luminaire. Capable of delivering up to 27,800 lumens or more in a compact, low Location: profile LED luminaire, EcoForm offers a new level of customer value. EcoForm Cat.No: +0.0 +0.0 +0.0 +0.0 +0.0 + . 0.0 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 + . 0.0 +0.0 +0.0 + .0 +0.0 + . +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0.0 +0.0 +0.0 +0.0 features an innovative retrofit arm kit, simplifying site conversions to LED by eliminating the need to drill additional holes In most existing poles. Integral Type. control systems available for further energy savings. Includes Service Tag, our Lampe: oty: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 0.0 0.0 innovative way to provide assistance throughout the life of the product. Notes: +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0. +0.0 +0. +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0. o +0.0 +0.0 +0.0 +0.0 +0.0 0.0 +0.0 +0.0 Ordering g u d example' ECF-S-64L-900-NW-G2-AR-5-120-HIS-MGY 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0 0. 0.0 0. 0.0 0.0 ECF-S 64L 1A WW 4 ECF-S EcoForm site and 32L 32 LEDs (2 modules) 305 530 365mA 530mA WW-G2 Warm White 3000K. 70CRI AR° Arm Mount (standard) Type 2 Type 2 AFR Auto Front Row 120 120V 208 208V 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 0 + 0.0 + 0. + 0.0 + 0.0 + 0.0 0.0 + area, smell 700 1A 700mA 1050MA Generation 2 11-G2 Neutral White Thefollowing 2-90 2-270 Rotated left 90° AFR-90 Auto Front Row, Retail right 270° Rotated left 90° 240 240V 277 277V 1.2A 120OmA 4000K, 70CRI Generation 2 mounting kite must be ordered Taps 3 AFR-270 Auto Front Row, Rotated right 270o 347 347V 460 480V 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0. 0.1 0.0 0. 0.0 48L 48 LEDs (3 modules) 800 1p 900mA 1200MA CW-02 Cool White 5eneraion2 Generation 2 se aratel See P Y( accessories) 3 3-90 3-2M Type BLC Back Light Control Rotated left 90° BLU90 Beck Light Control Rotated right 270° 90° UNV 120-277V HVU 34]-480V 347-480V + + + + + + + + + } + + + 84L 84 LEDs 1.2A'• 900 1200mA 900mA Spa Slip Fitter Mount (fitbe 7Y� ratetetl at BLC-270 Back Light Control tota270° (50/60Hz) 0 0.0 0.0 0.0 0.0 L 0 0.1 0. 0, 0 O 0 0 0 0 (4 modules) 1Aw 7050mA O.D. tenon) W3 Wald out° 4 4-20 Type4 LCLw LEED Corner Rotated leg 90° Optic Left Optic eft SHIMPA + + + + + � } } } .5 + with surface conduit 4-270 Type Rotated right 270° RCP LEED Corner Optic Right o.o 0.0 0.0 0.0 0.0 ,41�7 5 0.7 1.1 0.1 0.0 0. P .1ttt d permitted RAM' Retrofit arm 6 sw Type 5 Type SW E N G I N E E R I N G 0. .1 + + + + } } } } +' A-1 +' ° ® 20' +' +' +' +' A-2 ®20' +' + + +' +' +' A-3 +' ® 20' + +' +' A-4 ®20' +' +' A-5 020' +' S + + + mount kit LAND PLANNING -PROJECT MANAGEMENT .0 +0.0 +0.0 +0.0 +0.2 .5 +1.2 +2.3 +4.0 +6.2 +8. +8.5 +6.4 +4.8 +3.9 +4.1 +5.3 7.3 +7 7 +5.4 +3 +2.9 +2. .9 +5.9 +8.8 11 0.7 +10.2 +10.2 +11.4 +12.6 +11.6 +10.9 +11.20 +10.3 +7.2 +4.5 +2.5 +1.3 + .6 +0.2 +0.0 HIS 1 912 E. HIGH ST. 0.0 + 0.0 + 0 + 0.1 + 0. + 'S 0.9 + 1.7 + 2.5 + 3. + 5 + 4 + 8 .9 5.9 4.8 + 4.5 + 4.6 + 5.2 + 6. } 9 }} 5 4 9 } .8 3 6 } 3 7 } 4 1 } 5. 8. } 1 }+ 4 .6 10.8 11.2 + 10.8 } 10.0 + 9 8 } 8 + 6 + 9 + 4 .8 1.8 1 0 } 4 +0.1 0 1 DD°'• 0-10v External dimming for controls by others ( y ) IMRI3" Integral with #3lens PCB•+ Pnotocontrol Button Fuelna F10 Single (120. 271. 34]VAC) Square Pole Adapter included in standard Textured BK Bieck CHARLOTTESVILLE VA, 22902 JUSTIN@GHIMP-ENGINEERING.COM DCC'"s'° Dual Circuit Control IMRm' Integral with TLRD5'"" Twist Lack F29 Double(208, 240. 480VAC) product INN White 0.0 0.0 0.0 0.1 0 4 0.9 1.5 2.2 3. 3 9 7 .8 4.4 4.1 4.0 4.0 4.2 4. 8 8 3 4 3 3 3 4 3 5 8 2 .6 8.3 8 6 8 3 7 7 7 3 6 5 2 7 .5 .7 1 0 0 4 0 1 FAWS"a1° Field Adjustable Wattage Selector saua LLC Integral wireless module a BL'^z Bi-level functionality #7lens Receptacle SPin TLRD7a^ Twist Lock Pole Mout Fuelna FP7° sin gle(120. 277. 347VAC) TB- Terminal Block RPA• Round Pale BZ Bronze DGY Dark Grey } } } } } } } } } + } } } } } } } } } } } } } } } } } } } } } } } SRDR°""nde SR driver connected to Zhaga socket Re�oreptacle FP2• Double(208. 240. 480VAC) FP3° Canadian Double Pull Adapter (ftts to 3'-3.9" MGY Medium Gray Customer IDadfled 0.0 + 0.0 + 0.0 + 0.1 + 0. + 0.8 + 1.4 + 1.8 + 2.3 + 2.7 + 3.0 + 3.1 + 3.1 + 3.3 + 3.4 + 3.3 + 3.2 + 3.1 } 3.2 } 3.0 } 2.8 } 2.7 } 2.9 } 2.9 } 2.9 } 3.4 } 4.2 } 4.8 } 5.2 } 5.6 } 6.1 } 6.3 } 6.0 } 5.5 } 5.2 } 4.6 } 3.8 } 2.8 } 2.1 } 1.5 } .9 0.4 } 0.2 } DynaDimmer: Automatic Profile Dimming C350'" Safety 5 hours TLRPCs�a"�^ Twist Lock Receptacle w/ Photocell (208. 240.480VAC) Sums Protection 0kA atendartll O.D. pole) Hill Internal House Bids Shield RAL Specify optional color or RAIL TH 5 .5 CM60•" Median 60%Dimming• 8 hours D%Diming. C830°" Safety 30% Dimming, 7 hours SP2 Increased 20kA (ex: RAV024) CC Custom color (Must supply color 0.0 0.0 0.1 3 0.6 1.1 1.4 1.6 1.8 2.0 2.1 2.2 2.4 2.6 2.6 2.3 2.2 2.1 2.0 2.0 2.1 2.3 2.3 2.2 2.4 2.9 3.4 3.7 4.0 4.4 4.5 4.2 3.9 3.6 3.2 2.7 2.1 1.6 1.2 0.7 0.3 0.1 Dual Median 30% Dimming, 8 hours chip for required factory quote) Vf, +0.0 1. BL-IMRI3/7 equipped with out -boarded senor housing when 10.TLRD5. TLRD7 and TLRPC receptacle pine 4 & 5 are capped off 16. Not avellable with DD. DOD, FAWS and LLD dimming voltage le HVD(347-480V) when ordered with any of the Dimming controls DD or control options. V S 9 0.0 + 0.0 + 0.0 + 0.1 + 0.2 + 0.5 0.7 + 1.0 + 1. + 1. + 1.4 + .4 1.6 1.8 + 1.8 + 1.8 + 1.7 + 1. } 1. } 1 } 4 .4 1.5 i 6 } 1 7 } i 6 } 1 8 } 2 + 2 + 3 + 6 .9 3.1 3 1 + 3 0 + 2 8 + 2 5 + 2 + 1 } + 1 5 .2 0.8 6 + 0.3 + 0.1 +' 2. Mounts to a4'round pole withadaptearIncluded for square pole.. FAWSorLLC. 11. Not available in 480V.Order photocell aeperatelywlth 17. When ordering SRDR.cotroller(by others) tobeused on TLRD5/7. socket must be BR compatible (See specifications for more 1.1 o. 45 •5 50.3 3. Limited to a maximum of 45 degrees aiming above horizontal. 4. Not available with other dimming control options. 12.Not availablewith DCC. 13. Not available with 8F and WS. RPAs provided with black details). Consult factory far lead time. All7pinsinNEMA receptacle are connected to SR driver. BIRDS not avalleble with A d 'rO�'A 0 0.0 + 0.0 + 0.1 + 0.1 + 0. + .5 + 0.6 + 0. + OS .8 .9 1.0 1.1 '.. 1.1 1.1 1.0 1. 09 .9 .9 1.0 1.0 1.0 1.0 1.2 1. 1. 1.7 .8 1.9 1.9 1.9 1.8 1.6 1. 1. 1.0 .7 0 + 0.2 + 0.1 + 5. Not available with motion sensor. B. Not available with phar000trol. 14, HIS snot available with Type 5.5W, BLC, BLC-90. BLC-270. LCL 18. 010V dimming driver.tandard. (n CCS :,.. ., .' .;. f.. .',.. ,�' .• ;,,,, ./ :: ..„ p;a. ,, ,.: ', 7. Must specify a matron sensor lens. 8. Net avelleblsln947or480V or RCL optes. 1fi.Net evaliable with DD. DCC, and PAWS dimming 19. LCL and RCL not available with 48L-1.2A or 84LAA. NAL •5 9. Must specify input voltage. mntrolcptione +o.o +0. CI +0. CI +0.1 +0.1 +0.1 + 2 +0.3 +0. + . + . + . 0.5 0.5 +0.5 +0.5 +0.5 0. 0.5 0.5 0.5 +0.6 +0.6 +0.6 +0.7 +0.8 +0.9 +0.9 +0.9 +0.9 +0.9 +0.8 +0.6 +0.6 0 +0.4 +0.3 +0.2 +0.1 +0.1 5 +0.0 +0.0 +0.0 +0.0 +0.1 .1 +0.1 0.1 +0.2 +0.2 +0.2 +0.2 +0.2 +0.2 +0.2 +0.2 +0.2 +0.2 +0.2 +0.2 +0.2 +0.2 +0.2 +0.2 +0.3 +0.3 +0.3 +0.3 +0. + . + . + . + . +0.4 +0.3 +0.3 +0.3 +0.2 +0.2 +0.1 +0.1 +0.1 +0.0 lift, UL FINAL SITE DEVELOPMENT PLAN 0.0 + 0.0 + 0.0 + 0 0.0 + 0.0 + 0.1 + 0.1 + 0.1 + 0.1 + 0.1 + 0.1 + 0.1 + 0.1 + 0.1 + 0.1 + 0.1 + 0.1 } 0.1 } 0.1 + 0.1 + 0.1 }�i } 0. }1 0. }1 0. }1 0.1 } 0.1 } 0. }0.2 }0.2 }0.2 +0.2 0.2 + }0.2 }0.1 }1 0. }0.1 }0.1 }0.1 }1 0.1 +0.1 0.0 + 0.0 + ECF-S-EmForm-area-small 01/22Iof9 page D OS �' r BERKMAR FLATS +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 + o +0.0 +0.0 +o. o +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.0 +0.0 +0.0 +0.0 + .0 +0.0 +0.0 +0.0 +0.0 +0. +0.0 +0.0 +0.0 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 ALB E MARLE COUNTY, VI RG I N IA SUBMISSION: +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 2023.03.23 REVISION: FILE NO. 19.075 LIGHTING PLAN SEWER SERVICE LATERAL CONNECTION NOTES: 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 TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) �Q 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2" MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET, SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF - MAIN LINET SERVICE LATERAL LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 ACSA: SEWER LATERAL CONNECTION NUI 10 SUALE 1" COMPRESSION x 3/4" OR APPROVED EQUAL Vc�7 DUAL SERVICE 1 �SOFT COPPER ° TYPE 7(° '1r"_ FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVCES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES r 1" COMPRESSION v 3/4" MALE PIPE COUPLING OR APPROVED EQUAL FON USE ON DETACHED SINGLE FAMILY RESIDENTIAL E WHERE AN IRRIGATION METER IS NOTT PRO PROWDED. SINGLE SERVICE r cAsr IRON LID I FINISHED GRADE Box CORPORATION STOP r:Ny<Y""y"�.•�. r'�2 NECESSARY W!D OR MST UNDER BOX AND BETTER (2-INCH !S�'S+Y'Rr;A.�'�.;rt yl, 71.• VDOT SPEC. 203, NO, 57 YNMUY TIIICKNE55) Ir'y' y; 4��{}S AGGREGATE NOTE: ''••+..e:z'e?`a"5:4�:\°`i 1) SADDLES SHALL BE USED ON PVC PIPE 2) NO SIIEATED FITTINGS. 3) LATERALS INSTALLED WTHIN EOSTNr, OR PROPOSED. VDOT RIGHT-OF-WAY SHALL BE INSTALLED IN A 2-INCH PVC SNt-21 OR TOPE DR11 CASING PIPE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NITS FIG. W-6A TD-10 ACSA: TYP. SERVICE LATERAL INSTALLATION NUI 10 SCALE GRADE AIR RELEASE VALVE�,�4 � NSECT SCREEN AT OUTLET BRASS PIPES BAI VF BALL BRICK SUPPORTS OR SOLID CEMENT BLOCKS TYPE "K" SOFT COPPER OR BRASS TION STOP STONE NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINES SMALLER THV 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12 AND LARGER USE 2 A.R.V. AND FITTINGS. 3)IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. 4) THE ACSA WILL DETERMINE IF A TYPICAL 5/8-INCH METER BOX CAN BE USED IN LIEU OF MANHOLE CONE UPON REQUEST. AIR RELEASE VALVE (ARV) NTS FIG. W-9 TO-20 ACSA: AIR RELEASE VALVE NU I I U 5(;ALE Channel Lining Type TYPE 1 EC-2 TYPE I EC-3 [COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID 18" METER BOX 6" EXTENSION PIPE SLOT (2 PLACES) NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES 5/8"-1" METERS NTS FIG. W-7 ACSA: TYPICAL METER BOXES 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. FINISHED GRADE �r 6 o I a 14 ri m II ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID z Id a Z N N M.J. GATE VALVE WATER LINE d b 1 2500 P.S.I. CONCRETE 8 4 2'x 2' BEARING AREA. THRUST BLOCK d 4 NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 Ditch C A CA Tc INCR I ACC 1 0.60 0.49 1 0.29 1 0.29 1 5.0 2 0.85 0.92 1 0.78 1 0.78 1 5.0 *2-yr Velocity calculations performed using steepest slope & 2-yr flow ** 10-yr Depth calculation performed using shallowest slope & 10-yr fl ACSA: GATE VALVE NUI IU SUALE 6' 1 DITCH #1 SECTION C9 Not To Scale 8' $ DITCH #2 SECTION C9 Not To Scale VARIES LE BOX 4" DIAMETER BRA4VARIvES AND VALVE J. PLUG WATER MAINOINT FITTINGS ON-LINE (TYPE "B") VARIES THREADED COUPLING PVC SLEEVE BRASS NIPPLE AND PVC o CAP I LUBRICATE ALL THREADS THRUST BLOCK 6 METER BOX (SEE FIG. W-7) VALVE NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF = GRADE ALLOWS VARIES VARIES 2" BRASS PIPE 'WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 TD-19 4 )ACSA: BLOW -OFF ASSEMBLY (TYP 'Q )NOT TO SCALE WOODBURN ROAD EXISTING LANE WP-2 MILL AND OVERLAY FOR THIS LANE 2.0% ROAD CENTERLINE ENTRANCE MILL & OVERLAY 10 WILL & OVERLAY SECTION C9 Not To Scale Berkmar Flats Modified LD-268 Roadside and Median Ditch Design Form Side Slope Min. Max 12 Q2 110 010 - :1 L - :1 R Slope FVFt Slope Allowable Velocity 2-yr 10-yr Matting Type Freeboard channel Depth Channel Width FUFt *Velocity **Depth 5.17 1.52 6.81 2.00 3 3 0.04 0.16 4.0 1.97 0.14 EC-2 TYPE 1 1.86 2.00 6 5.17 4.04 6.81 5.33 4 4 0.16 0.46 7.0 4.20 0.13 EC-3 TYPE 1 1.87 2.00 8.00 4" 4 4" Concrete Surface @ a nnn PCI u- - -- e,. •1L=l0nn- Ia60n-1L,=n-II kn-JC�n-1lh�nnJnI-C'=n-11Ckn-JC�nnN1n11 Base Aggregate 4" of VDOT 21-B 'Filter Cloth 11�CONCRETE SIDEWALK SECTION C9 Not To Scale 2" SM9.5A ASPHALT ) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00000000000000 8" COMPACTED VDOT #21A III III III COMPACTED SUBGRADE CBR = 10.0 MINIMUM 12 PARKING LOT PAVEMENT DETAIL C9 // Not To Scale 1.5" - SM9.5A ASPHALT -2" IM-19.0 ASPHALT INTERMEDIATE COURSE ) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C O C O C O C O C O o 0 0 0 c­__8" - AGGREGATE SUBBASE VDOT #21 A III III i'-COMPACTED SUBGRADE 13 ENTRANCE PAVEMENT DETAIL C9 Not To Scale SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM FINAL SITE DEVELOPMENT PLAN BERKMAR FLATS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2023.03.23 REVISION: FILE NO. SITE DETAILS 19.075