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HomeMy WebLinkAboutSDP201900001 Plan - Revision 2021-11-23/ \ SITE NOTES: DlR ONLY 1. ALL CONSTRUCTION AND MATERIALS SHALL BE TOP=55560 I IN ACCORDANCE WITH THE CURRENT VIRGINIA 11 UPTOWN VILLAGE, LLC ()- DEPARTMENT OF TRANSPORTATION ROAD O DB. 3323, PG. 740 INV. INN =541.52 P / \ \ INV. lN(E)=541.41 \ \ �- / , I / 5 AND BRIDGE SPECIFICATIONS AND ALBEMARLE PARCEL ID: 03200-00-00-05600 I I $ / O INV. OUT=541.30 PRIMARYZONING: R15 RESIDENTIAL ; / / \ COUNTY STANDARDS WHERE APPLICABLE. U E A U6V5 / \ \ 2. ALL DIMENSIONS ARE FROM THE FACE OF a 1 I 1 ! ! TOP=52728 / l/ 24"CMP RISER \ \ Lia. No. 050951 3 INV.=546.05 D/R ONLY I INV.=541.13 1 i lNV 1N=519.97 // / TOP=528.39 CURB UNLESS NOTED OTHERWISE. ,6 ASSUMED LOCATION DlR ONLY ASSUMED LOCATION , N , , INV.= 553.37 /NV.=545.06 z INV.=539.21 I I / \ 3. VDOT STANDARD DETAILS, AS REFERENCED, "F� N I TOP=544.39 3"DIA. DECIDUOUS ¢ OF EX WATER LINE 1 RIP -RAP INV. OUT=519.89 / / lNV 15" CMP UNOBSERV� E O a OF EX. WATER LINE TOP=553.95 /NV.=546.06 m I i / W/4"MTL PIP NV.= 525.E4 \ ARE TO BE CONSTRUCTED IN ACCORDANCE S 6 NOT FIELD -VERIFIED i i INV. 1N=543.36 /NV. lN(W)=537.51 TREE TOP-537.63 NOT FIELD -VERIFIED / \ \ WITH THE MOST RECENT VERSION OF VDOT `SIGNAL TOP=531.27 0 / �... M a ro co Lu o CIO W01 J10 W^o2N J�C) Q W O Q a 20' MIN. REAR BUILDING SETBACK � I INV. IN(N)=537.35 SHRUB INV. IN(W)=531.84 / 5P / I[J \ \ "ROAD AND BRIDGE STANDARDS". i� INV. OUT=543.21 CL INV. OUT=537.28 INV. INN-531.75 ; ; INV. 1N=520.77 / CREPE O / / / \ 4. CONTRACTOR IS RESPONSIBLE FOR 10" DIA. DECIDUOUS INV. OUT=531.63 INV. OUT=520.56 TREE II, I` MYRTLE II I I - / / / INV.=518.23 \ PERFORMING THEIR OWN QUANTITY TAKEOFF. II J II i - - - - - - 5. THE CONTRACTOR IS RESPONSIBLE FOR lNV=545.36 © / INSTALLING ALL STOP SIGNS, DIRECTIONAL © S67°074 "E 1141.98' _ - - - - y - - 8" SAN �% o i INV. =5 _8.00'_ _ _ _ 19.45 _ SIGNS, AND STRIPING SHOWN ON THE PLANS. _ - - - - - _ g..�gpL II �� _ _ 344.53' 6. ALL CURB RADII ARE 5' UNLESS OTHERWISE T .I` y 1 1 - `"'''''" _ - - - - x NOTED ON THE PLAN. y . 1 y 8" SAN - - -� 8„ _ y y y �' y y - - - 1"DIA. �' y y RIP -RAP 7. ACCESS GATE FOR EMERGENCY FIRE LANE y y y y y y y yyyy y y y - y y y UQUS.V y y TR 1"DIA. ClDED OUS 48"RISER SHALL HAVE A SIGN STATING "EMERGENCY y iy`Vi y ,y y \yyyyyyyyyyy'y`I'y �; �, y%y- y�Vy\y`1'y y y yTR y y y yy y y, �, y y y y 4"D11A E� U� y y y EE y y, y y `I' - - y y y `�' TOP=526. 80 ENTRANCE FOR FIRE APPARATUS ONLY". y qL y '1, �L y �L `L y �V -� y y yy yy yy y y �L �V �V �L yy yy y y y `V y y y "C y y `V y y y -�. y y y y y W115" HOLE KNOCKED l y y y y y y y y y �L y `� y y y y y y y y y y y y y y y y y �b� y y y y y y y �L 4"METAL PIPE INV.=519. y y y y y y y y y y y. �y y `I' `Ii y\ y y y �L �X� x IP-RAP i y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y I DENOTES LOWER LEVEL y y y y `I' `�' yyyy y y y y y `�' y �' y yy y y \.r OF SPLIT-LEVEL BUILDINGS y yy y yyy yy yy yy yy �y`V y�`I' y`L `L yyyyy y`1' y yyyyy y y ��1+ �1� >L�Q'y `V `L \ �� MANAGED STEEP y y y 7v�`�' y �iIC y y y y yyy�yyyyyyy y y \ INV.=509.63 SLDSTROPES OCT(TYR) y y y y y y \ Q y y I \ y DENOTES "TYPE A" UNITS y y �-----� ` y yy I 1 \ 71' MAX FROT 3UILD1 TYP 24 UI 3/4 S 2 GAF BUIL T) 24 3/4 2 G/ 1 3/4 SPLIT 12 GARAGES BUILDING 2 -• TYPE V 22 UNITS 3 STORIES 3/4 SPLIT 'GARAGES _^ rig •••• _i c I • 1 =�� VA ft h �\HIIIIIIII&A r NMI• APPROXIMATE LIMITS OF STORMWATER MANAGEMENT POND i, °5119 BUILDING SETBACK / ___ ?9 1y / 5g0 UPTOWN VILLAGE, LLC DB. 3323, PG. 740 _____ 20' SCREEN PARCEL ID: 03200-00-00-05800 _ BUFFER PRIMARYZONING: RURAL / "-- - LIMITS OF----- / / CEMETERY VARIABLE WIDTH- / / PRIVATE CEMETERY EASEMENT SCALE 1"=50' 0 50' 100, UPTOWN VILLAGE, LLC DB. 3323, PG. 740 PARCEL ID: 03200-00-00-05300 (IN PART) PRIMARY ZONING: RURAL / / / / / / BUILDING SETBACK 5' MIN. FRONT BUILDING SETBACK 1 6" DIA. DECIDUOUS TREE flO DIA. DECIDUOUS TREE z m 20"DIA. DECIDUOUS D TREE z 1 m o r ^ 20" DIA. DECIDUOUS TREE O 2?P, _ DENOTES SITE ACCESS ROUTES CROSS -SLOPES ON ROUTE SHALL NOT EXCEED 2%; LONGITUDINAL SLOPES SHALL NOT EXCEED 5% WITHOUT RAMPS, HANDRAILS, AND LEVEL LANDINGS AT EITHER END; RAMP LONGITUDINAL SLOPES NOT TO EXCEED 8.33% PARCEL ID: 03200-00-00-05200 PRIMARYZONING: RURAL I 11 I II I II I II I EX INLETS I ER BERKMAR DRIVE EXPANSION PLANS. (SCALED FROM PLAN SHEET) - � � �TR�TMFNT E N N H M Vi N C 0 > E ~ E 3 Q W u ow2,0 w a 0 d O.12 o w W M o O N o 3� �¢ O Y w U O �o a w o v o N m V O '., 00 O J O w M 0 c� 0 0 w x U Q z 0 0 O am AM 0 O a � J .. j N = R � > a Q _O (n 2 J w Z�ZQ�U ca ]tomU)K vl CL W JZLL Qpu co Oo� 2 tLL'n � vLL'i coil Q,00 Q N h DATE 1212812018 DRAWN BY C. MORGAN DESIGNED BY C. MORGAN CHECKED BY M. BOWSER SCALE 1" = 50' za z ui �> a J Q uU d aQc� G O W >_ w co >Qa u J J o W p�Q> Q � O W i Q O MW W JOB NO. 42297 SHEET NO. C4.0 0 c 5 a