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HomeMy WebLinkAboutSDP199300080 Plan - Approved Final Site Plan and Comps. 1994-05-06NOTES I. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY. INCLUDING CONNECTION TO ANY EXISTING ROAD. A PERMIT FOR SAID CONSTRUCTION SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (HEREAFTER ABBREVIATED V.D.O.T.). Z. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T. UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL 6E 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. MAXIMUM ALLOWABLE FILL OR GUT SLOPE IS 2:1., WHERE REASONABLY OBTAINABLE LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 5. ALL DRAINAGE INLETS SHALL HAVE A 2 -INCH LOCAL DEPRESSION. 6. PAVED OR RIP -RAP LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR HIS 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, LATEST EDITION. 5. 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 125 CFR PART 19261. 10. SITE IS NOT WITHIN THE WATERSHED OF AN ALBEMARLE COUNTY DRINKING WATER IMPOUNDMENT. II. THE LOCATION OF EXISTING UTILITIES ACROSS OR ALONG THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING 'MISS UTILITY' (I- 500-552-7001). 13. SURFACE: 6' 21/21A. 1.5' SM -2A ; INTERNAL ROADS: 8' ZIA. 2.5' BM -2 1.5' SM -2A. 14. THIS SITE IS NOT LOCATED WITHIN THE LIMITS OF THE 100 YEAR FLOOD PLAIN AS DESIGNATED BY THE NATIONAL FLOOD INSURANCE PROGRAM. 15.MAXIMUM HEIGHT OF ALL BUILDINGS IS NOT TO EXCEED 35'. 16. ALL EXTERIOR LIGHTING SHALL BE FACE -MOUNTED TO THE EXTERIOR OF THE BUILDINGS AND IS TO BE DIRECTED 7OWARDS THE SITE AND AWAY FROM ADJACENT PROPERTIES AND ROADWAYS. 17. SHADED AREAS DENOTE SLOPES 253 OR STEEPER. 18. BOUNDARY: ROUDABUSH E GALE, INC. CHARLOTTESVILLE, VA 19. TOPOGRAPHY SURVEY: ROUDABUSH E GALE INC_CHARLOTTESVILLE. VA 20. BENCHMARK: PK NAIL IN A UTILITY POLE BEHIND BUILDING E-2 (552.29'I1.SG5)- 21. ALL LANDSCAPING SHALL BE MAINTAINED AND REPLACED SHOULD ANY DIE. 22. WATER LINES, SANITARY AND STORM SEWERS PER PREVIOUSLY APPROVED PLANS BY ROUDARUSH AND GALE AND ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY. 23. THIS SITE IS IN THE WATERSHED OF THE BERKMAR REGIONAL STORMWATER DETENTION 6ASIN. 24. CG -12 CURB RAMPS TO BE CLASS A-3 CONCRETE WITH EXPOSED AGGREGATE FINISH. 25. FIREWALLS WILL BE PROVIDED TO ACCOMODATE AVAILABLE FIRE FLOWS. 26. A 20WIDE PERMANENT DRAINAGC EASEMENT TO BE CENTERED ON THE STORM DRAINAGE SYSTEM. WATER E SEWER NOTES I. 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 WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NEGESSAR ILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 20. 1963. AMENDED JULY I. 1589. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING 'MISS UTILITY' (I -BOO -552-7001). G. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES. SERVICE LATERALS AND WATERLINES. ETC. 7. 20' WIDE EASEMENTS, CENTERED ON THE PIPELINE AND APPURTENANCES SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY, EXCEPT WHERE THE LINE IS IN A PUBLIC ROAD RIGHT-OF-WAY OR AN ACCESS EASEMENT. IN WHICH CASE THE ACCESS EASEMENT SHALL ALSO BE DEDICATED AS A UTILITY EASEMENT. 8. 3, MIN. SEPARATION REQUIRED BETWEEN WATERLINE AND STORM SEWER CULVERTS OR 6' SEPARATION WHEN WATERLINE IS INSULATED. USE 1/2' THICK THERMA-CEL PIPE INSULATION IN 3'X4' SHEETS AS MANUFACTURED BY NOMACA, INC. OR EQUAL APPROVED BY ALBEMARLE COUNTY SERVICE AUTHORITY. INSULATION TO EXTEND 5 BEYOND ENDS OF CULVERT WHEN PARALLEL. 5. TOUCH READ METERS ARE BEING USED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. TO ACCOMMODATE THESE METERS, METER LIDS WILL REQUIRE A 1-3/4' HOLE TAPPED INTO THE CENTER OF THE LID. BLIND TAPS OR PLUGS SHALL BE PROVIDED TO PREVENT DEBRIS FROM ENTERING THE BOX PRIOR TO METER INSTALLATION. 10. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES, II. CERTIFICATION THAT 951 COMPACTION IS OBTAINED SHALL BE PROVIDED FOR ALL FILL AREAS UNDER WATER AND SEWER LINES AND APPURTENANCES. THIS CERTIFICATION SHALL BE SIGNED BY A PROFESSIONAL GEOLOGIST- THE CERTIFICATION SHALL STATE THE EXACT AREA THAT THE CERTIFICATION APPLIES TO. 12. VALVES ON DE ADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. WE THE UNDERSIGNED DEVELOPER(SI UNDERSTAND THAT APPROVAL OF THIS PLAN BY THE COUNTY OF ALBEMARLE DOES NOT NECESSARILY INDICATE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) APPROVAL OF THE PLAN. APPROVAL OF THE PLAN BY THE COUNTY DOES NOT IN ANY WAY RELIEVE ME OF MY RESPONSIBILITY IN OBTAINING FINAL VDOT APPROVAL PRIOR TO THE ISSUANCE OF BUILDING PERMITS AND/OR CERTIFICATES OF OCCUPANCY. BERKMAR ALBEMARLE COUNTY, VIRGINIA 5" SM2ASURFACE 1 46' 21/21-A BASE COMPACTED SUBGRADE SLC S -�zzzzzzzzTT PARKING LOT PAVEMENT SECTION NO SCALE PIPE SUPPORT DETAIL 12'/15' _ _15 " SM -2A SURF CE 2 5" BM -2 BASE 8. 21/21-A SUBS SE COMPACTED SUBGRADE I4' 7- -77= -I I INTERNAL ROAD PAVEMENT SECTION 12'/15' VDOT CG -6 OR CG -2 AS SHOWN ON PLAN 2' 12' 1651b /SY SM -2A URFACE 275LB/SY BM -3 ASE V OT STD --8" 21/21-A SUBS SE C -6 COMPACTED SUBIGRADE JZ4 --- - z _ _ _ _ _ _ _ _ _ -- _ _ _ _ ww BERKMAR DRIVE PAVEMENT SECTION NO SCALE 4 5'121-A 5' RIO ROAD PAVEMENT SECTION NO SCALE DEPT OF EXIST( G PAVEMENT _ 5" SM -2A SURFA E EX. TURN- LANE BM -2 BASE 21/21.A SUBBA E OMPACTED SUBGhADE 1/4" 1 { OBB�E�a®� B1v��7Bt�Bffi7 alB��a®® ,EKY OB�B�aBG'�® O���BZ1m 0BfC59�aBlII�® � ���. �B�a�amBao _ I ASPHALT TAPER INLET [j_TOP OF PAVEMENT 12 TOP OF CURB 2' 6" 12" 9.5"R CLASS A3 CONE ETE END TREATMENT OF w CG -6 (a INLETS D -1,D -2,8E-1 ROLL-TOP CURB DETAIL NO SCALE -�UO CPAVEMENT E 8-r ASPHALT CURB - (ITAPER SIDES - l �_� _ I ETT_ ASPHALT CURB DETAIL NO SCALE STORM SEWER SCHEDULE SYR TYPE L TOP N OUT AO DI -3C 5 532.00 524.52 524.02 AI01-36 6 532.72 52&00 527.50 A2 DI -36 4 535.50 53125 531.00 61 w-36 6 530.60 534.10 533.00 B2 DI -36 4 545.50 542.35 542.25 63 MH -I 545.60 543.73 543.63 B4 ES -1 547.55 611 N_5A 544.02 530.00 GI 01-381 6 533..0 525.25 525.15 C2 01-36 6 533.40 530.56 525.55 526.55 530.75 G3 N-36 4 540.57 536.10 536.00 C4 DI 4 543 4 i.50 530.60 53&65 GS DI -3A 544.14 535.70 535.60 C6DI-3A 546.35 541.45 541.35 C7MH-1 551.06 544.16 544.06 C5DI-1 545.15 545.13 C41DI-3A 544.51 540.51 C31W-36 6 540.57 530.60 556.50 C21 N-36 4 535.50 534.50 DO ES -I 537.00 DI MH -1 542.66 538,30 536.20 D2 01-3B 14 542.55 533.30 536.55 D3 DI III, 4 545.56 542.46 DIT DH5A 515.50 53&05 537.55 021 1. -1 541.50 EI DI -3Q, 4 532.N 526.51 526.61 Ez DF7 5SL66 527.68 pPE SIZE LENGTH IFTI SLOPE (11 ______ _______ ---------- AO E1 24' RCP 150.76 0.865 At A2 15' RCP 103.00 2.752 A2 BI 15' RCP 55.17 3.172 61 B2 IS' RCP 109.30 7.733 62 83 IS' RCP 104.20 0.760 63 64 5' RCP 15.00 7.132 B1 61115' RCP 50.01 3.756 AO CI 30' RCP 50.00 1.066 CIC2' 30' RCP 34,00 0.662 C2C3 M' RCP 65.05 6.373 C2 Al I& RCP 56.57 2.366 C3 C4 10' RCP 122.54 2.074 C4 C5 15' RCP 14.15 5.640 C5CB 15' RCP 47.54 3.471 Ce C7 15' RCP 31.73 2.1!!45C7CO 15' RCP 103.31 0.342 C3 LSI 15' RCP 28.00 0.653 C4 C4I 15' RCP 40.65 4.210 C5 C51 IV RCP 122.24 0.663 DO D 24' RCP 120.00 0.752 D DI 24' RCP 13.60 1.067 DI D2 24' RCP 34.56 0.715 D2 D3 24' RCP 18.27 7.235 D2 D21 24' RCP 23.41 3.631 EI E2 24' RCP 66.06 1.166 PIPE PIPE LENGTH/2 L NGTH/2 D.I SAN SWR tip► o ;ONCRETE PER z PARKING D,4": 4- THICK SITE DATA, NOTES, APPLICATIONS PARKING X 8' WIDE BLDG AREA USE CIE 6'THICK REQ'D SPACES Al X 12" WIDE ` WHOLESALE 1 SP/ 2 EMPLOYEES (4i 6 WATER LINE PIPE SUPPORT DETAIL 12'/15' _ _15 " SM -2A SURF CE 2 5" BM -2 BASE 8. 21/21-A SUBS SE COMPACTED SUBGRADE I4' 7- -77= -I I INTERNAL ROAD PAVEMENT SECTION 12'/15' VDOT CG -6 OR CG -2 AS SHOWN ON PLAN 2' 12' 1651b /SY SM -2A URFACE 275LB/SY BM -3 ASE V OT STD --8" 21/21-A SUBS SE C -6 COMPACTED SUBIGRADE JZ4 --- - z _ _ _ _ _ _ _ _ _ -- _ _ _ _ ww BERKMAR DRIVE PAVEMENT SECTION NO SCALE 4 5'121-A 5' RIO ROAD PAVEMENT SECTION NO SCALE DEPT OF EXIST( G PAVEMENT _ 5" SM -2A SURFA E EX. TURN- LANE BM -2 BASE 21/21.A SUBBA E OMPACTED SUBGhADE 1/4" 1 { OBB�E�a®� B1v��7Bt�Bffi7 alB��a®® ,EKY OB�B�aBG'�® O���BZ1m 0BfC59�aBlII�® � ���. �B�a�amBao _ I ASPHALT TAPER INLET [j_TOP OF PAVEMENT 12 TOP OF CURB 2' 6" 12" 9.5"R CLASS A3 CONE ETE END TREATMENT OF w CG -6 (a INLETS D -1,D -2,8E-1 ROLL-TOP CURB DETAIL NO SCALE -�UO CPAVEMENT E 8-r ASPHALT CURB - (ITAPER SIDES - l �_� _ I ETT_ ASPHALT CURB DETAIL NO SCALE STORM SEWER SCHEDULE SYR TYPE L TOP N OUT AO DI -3C 5 532.00 524.52 524.02 AI01-36 6 532.72 52&00 527.50 A2 DI -36 4 535.50 53125 531.00 61 w-36 6 530.60 534.10 533.00 B2 DI -36 4 545.50 542.35 542.25 63 MH -I 545.60 543.73 543.63 B4 ES -1 547.55 611 N_5A 544.02 530.00 GI 01-381 6 533..0 525.25 525.15 C2 01-36 6 533.40 530.56 525.55 526.55 530.75 G3 N-36 4 540.57 536.10 536.00 C4 DI 4 543 4 i.50 530.60 53&65 GS DI -3A 544.14 535.70 535.60 C6DI-3A 546.35 541.45 541.35 C7MH-1 551.06 544.16 544.06 C5DI-1 545.15 545.13 C41DI-3A 544.51 540.51 C31W-36 6 540.57 530.60 556.50 C21 N-36 4 535.50 534.50 DO ES -I 537.00 DI MH -1 542.66 538,30 536.20 D2 01-3B 14 542.55 533.30 536.55 D3 DI III, 4 545.56 542.46 DIT DH5A 515.50 53&05 537.55 021 1. -1 541.50 EI DI -3Q, 4 532.N 526.51 526.61 Ez DF7 5SL66 527.68 pPE SIZE LENGTH IFTI SLOPE (11 ______ _______ ---------- AO E1 24' RCP 150.76 0.865 At A2 15' RCP 103.00 2.752 A2 BI 15' RCP 55.17 3.172 61 B2 IS' RCP 109.30 7.733 62 83 IS' RCP 104.20 0.760 63 64 5' RCP 15.00 7.132 B1 61115' RCP 50.01 3.756 AO CI 30' RCP 50.00 1.066 CIC2' 30' RCP 34,00 0.662 C2C3 M' RCP 65.05 6.373 C2 Al I& RCP 56.57 2.366 C3 C4 10' RCP 122.54 2.074 C4 C5 15' RCP 14.15 5.640 C5CB 15' RCP 47.54 3.471 Ce C7 15' RCP 31.73 2.1!!45C7CO 15' RCP 103.31 0.342 C3 LSI 15' RCP 28.00 0.653 C4 C4I 15' RCP 40.65 4.210 C5 C51 IV RCP 122.24 0.663 DO D 24' RCP 120.00 0.752 D DI 24' RCP 13.60 1.067 DI D2 24' RCP 34.56 0.715 D2 D3 24' RCP 18.27 7.235 D2 D21 24' RCP 23.41 3.631 EI E2 24' RCP 66.06 1.166 OWNER,DEVELOPER. COMMONWEALTH CENIRAL REAL ESTATE. INC TAX MAP 61M PARCEL 12 -IE (PART) CHARLOTTESVILE MAGISTERIAL DISTRICT ZONED PD -MC I2MA 91-03 d ZMA 92-081 BOUNDARY AND TOPOGRAPHY FROM "BERKMAR CROSSING GRADING AND UTILITY PLAN" DATED 2-18-1993 AND PREPARED BY ROUDABUSH AND GALE ASSOC. INC. INITI.AI_ BACKFILL # 68 STONE /r { STABLE SOIL OR ROCK FIRE FI CER DEPT OF ZONING ' MUNCASTER ENGINEERING 8 COMPUTER `7L14r /UU tip► SITE DATA SITE RENEW COMMENTS -28.33 PARKING TABUL %, TION SITE DATA, NOTES, APPLICATIONS PARKING LOADING BLDG AREA USE PARKING SCHEDULE REQ'D SPACES Al 7000 SF GROSS ` WHOLESALE 1 SP/ 2 EMPLOYEES (4i 6 CHARLOTTESVILLE, VIRGINIA 22901 2000 SF OPEN TO PUBLIC . 1 SP/500 SF NET SALES A2 6750 SF GROSS WHOLESALE I SP/ 2 EMPLOYEES (4) 6 2000 SF OPEN TO PUBLIC 1 SP/500 SF NET SALES B 20068 2 16055 SF NET 3180 SF FURMTURE SALES 1 SP/400 SF NET SALES 8 12.875 SF RETAIL 1 SP/100 SF NET SALES 129 D 17060 SF GROSS 2 136A8 SF NET OFFICE 1 SP/200 SF NET OFFICE 69 E1 6424 SF GROSS OFFICE 1 SP/200 SF NET OFFICE 26 5139 SF NET E2 6424 SF GROSS OFFICE 1 SP/200 SF NET OFFICE 26 5139 SF NET F 16150 S' GROSS 2 12920 SF NET FUPM'URE 8550 SF GROSS I SP/400 SF RETAIL 5. STORE 1800 SF SHOWROOM SALES AREA .IA PPROVAL OF NUMBER OF PARKING SPACES REQUIRED CONTINGENT UPON REVIEW OF BUILDING PLANS. MORE PARKING SPACES MAY BE REQUIRED FOR THIS USEI WHOLESALE/ 3800 SF GROSS 1 SP/2 EMPLOYEES .. WAREHOUSE 2 EMPLOYEES 1/500 SF OPEN TO PUBLIC 2000 SI- OPEN TO PUBLIC BUILDING 3800 SF GROSS 1/500 SF RETAIL SALFS AREA 6. MATERIAL 2850 SF RETAIL SALES SALES AREA .(APPROVAL OF NUMBER OF PARKING SPACES REQUIRED CONTINGENT UPON REVIEW OF BUILDING PLANS MORE PARKING SPACES MAY BE REOUIRFD FOR THIS USE.) TOTAL SPACES REO'D 286 SPACES PROV'D 295 OWNER,DEVELOPER. COMMONWEALTH CENIRAL REAL ESTATE. INC TAX MAP 61M PARCEL 12 -IE (PART) CHARLOTTESVILE MAGISTERIAL DISTRICT ZONED PD -MC I2MA 91-03 d ZMA 92-081 BOUNDARY AND TOPOGRAPHY FROM "BERKMAR CROSSING GRADING AND UTILITY PLAN" DATED 2-18-1993 AND PREPARED BY ROUDABUSH AND GALE ASSOC. INC. INITI.AI_ BACKFILL # 68 STONE /r { STABLE SOIL OR ROCK FIRE FI CER DEPT OF ZONING ' MUNCASTER ENGINEERING 8 COMPUTER Pxgp NO. REVISION By DATE GRAPHIC SCALE CROSSING SITE RENEW COMMENTS -28.33 SITE DATA, NOTES, APPLICATIONS N, TIIOMAt M�ICABT91 4C 2 VDOT REVIEW OW 1-10-14 0 10 20 30 40 50 100 DETAILS ABTA 4 3 ACSA NOTES 4-94 SCALE: 1" a 20 338 WEST RIO ROAD 4 PER COUNTY Dw 1 2-4-94 DATE: NOVEMBER 23, 1993 CONTOUR INTERVAL . 2' CHARLOTTESVILLE, VIRGINIA 22901 __ --� 5 ENGINEERING REVIEW I TM 1 3-24-34 SHEET 1 OF 4 all. I I I MA7CHLINE - SEE SHEET 3 ZLI N l .a \_ _ W W +� _ �W—_.f—_..____ W W W u u W� ___ a W — W W W W // - - I 52 - - � - ------_--_4- __ _ 35 ACES o`6' I N � g N F\ - - - - - \ .27' \;I t I o< _45'503 10 G-2zs.oCURBAoi II AI I I I I r \ EXISTING FENCE I \ \ \ \ O W \ 1 I I 1 0' URB I I I \ \ \ I \ \ \ \ \ O H p \ I n v I R M I \ \ \\ I \ I \ o d \ \ \ 1 IN p N p EAS MC 7 PROPQSED BuILD4NG 73.00' I FF 545 I D2 162' 8" x 108' n I II ta l LL \ I I 4 I I W a I 1 \ \ \ \ \ I I I I p e uR n.566 SF e \ I I N ul '-1, i \ \\ \ \ \ \\ \\ \\ I I I I I I n uR0 Nc7es -- N I\\ I I I => J I I /cc �I \ \ I L GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR I O ALL SIDEWALKS AND HANDICAPPED RAMPS - 1s I I I I Q g< ' M I I A2. GENERAL CONTRACTOR WILL. QE RESPONSIBLE FOR I U I 1 I N h<` I I IN57ALLING UTILITY LINES 5' FROM BUILDING OR 5' PAST \ \ I \ \ \ \ N \ P CURB LtNF AS REO'D TO MAKE 7HM ACCESSIBLE TO \ N I N \ \ \ \ \ \ \ I I \ a N THE SITE E CONTRACTOR Q I I I 1 O O J I I GENCRAI CONTRACTOR WILL BE RGSPONSI13LE FOR INSTALLAT! N OF ROOF DRAINS VAN ACGESSSLE SIGN�- \ \ � cs 9 I I I i I I 1 \ \ \ PROPOSED BUILDING \ \\ 1 1 \ O I I 1 1 1 O n w I \ \ I \ \ FF 553 \ v J \ \ \ \ \ \ 16.150 SF I / \ \ '� \ \ � a \ \ \ 1 1 a � c ' \ \ a �YY`✓YY i � I I I I I 1 i i - - - -I 1 \ \ \ \ \ \ a x 530 Ig'_ \ PAC S O 5' S \ \ \ SIS' 12' N �� 6u I< Plo gAO \ \\ \ \\ \\ \ \\ n \\ Y2 N / 9�S I o� 1 1 1 1 T i !/ b \ N ©.. �P - Q N5122 g9 - \\ YI J+ N ' D W W 1 I' I 1 1 1 BUILDING SETBACK\ a x 5" 16'[� \- I I I I• I I 1 \ F Q (>, \ \ \ / (per (yam T� _ / \ /! 1 ( I 1 s 4 0 �• ` \ \ \ \ \ -7, ALE IO'R iOrG I I I0 / I 1 (L1x I I ! 1 360 \ \ \ q - \ g a . \g• 1 \ \ i \ \ 1 I x It' 5II' 4 19].00' eG 2\ \ R I _ 1 111 E2 \ N I2' v 6sP Esolo'+z c=I / I o PROPOSED BUILDING I N a \ I 1 o I FF 551.00 I s fNTEp _ 1 WI 7 5 15 NOTE. CONNECT ROOF DRAINS TO 8,, CPP I / 4 6,750 SF (CORRUGATED PLASTIC PIPE) I / I I I I 11J x I I I "1g" 124 o / i 6' I V007 STD RW-3 RET WALL In 1 I 1 I MAXIMUM HEIGHT = It o � _ _ _ �5sas °`aU1LDlN SETBACK M E1 \\ II FF 548.06 X 7 6. 6 g 6.750 S.F I �In - -- -- ---'-_ -- — -- / I / q \ \4' % 4' GONG STOOP / / M _ _ - --io L / O 36' TAPER MUNCASTER PETN OF ENGINEERING & +1� %�c NO. REVISION By DATE GRAPHIC SCALE B E R K M A R CROSSING SITE PLAN COMPUTER ; I SITE REVIEW COMMENTS DIN 12-26-3!1 APPLICATIONS w TNor4s wlNc4slElt m z vooT Review ow I-10-94 0 10 20 30 ao so 100 n CERT. NO. 16242 3 ACSA REVIEW 1-14-94 � TM SI/31fy SCALE: 1^ = zo' ALBEMARLE COUNTY, VIRGINIA 338 WEST q10 ROAD r 4 PER COUNTY Ow 2-4-54 DATE: NOVEMBER 23, 1993 J`10!f� CONTOUR INTERVAL = 2' CHARLOTTESVILLE, VIRGINIA 22901 � 5 ENGINEERING REVIEW 3-24-94 SHEET 2 OF 4 W 4-22-94 604.978-7879 OF S610w 6 IN t \ S \ tl $ �Pry ti' Ek157. _7oPR 1 I —_= DITCHFL$ENks z N 1, 42.o0 R A D; (SR �Y631' 55 ENTER' SIGNS MEDIAN DO I \ q _ _ D• -- `59509' 520-9r ' .�_ /I I 145+Op 540''r ---�_ . Of / 30' PA ESS, s• = f6 12 S ACES 0 9' I -5;Q I I I P 232.59' PAINTED STRIPES I- - - - —8 6" 17.33' _—_e 5 _ \ _ \ \S-yO_I�Q• O•P % \ \ \ \ , \ \ / OUILDING SE T6ACk�/� N 5'R 5'R ' \ FU \ 30' 1 1 v 1 201 a o s R 3� v cou n N F tPv1 B FACE 3' HG = 4" \ \ Z ER \ \ I �•. 1 t / a SP CES 3'r I HG = 1' �. a .✓•_ - 1 / SHO \ PP \ - I- I I -LLII i �1n ❑ E3❑ 13 13❑ 1313 13 13G-.1 11 13 13 13�1/ 1\\ \ N r 1 I o \I \I \ 1 1 I o / U r I 1 t (I $ AlJf 1 I �< . I ° I I 1 1 I I �R - \I\ \ I I I PROPOSED BUILDING 8r I e \ I 1 a0 FF = 551 g 1 I 1 /1 I I I { I I 1 1 I I NOTES 1 0OQ I I I 1 I I I 1 I. GENERAL CONTRACTOR. WILL BE RESPONSIBLE MOR 1 1 1 00 ALL SIDEWALKS AND HANDICAPPED RAMPS I O Q 2. GENERAL CONTRACTOR WILL BE RESPONSIBLE i0(: I I 0 1 6 INSTALLING UTILITY LIWES 5 ' F20M BUILDING OR S P'ST 1 1 1 1 I I 1 1 I CURB LINE AS REO'D T10 MAKE THEM AGGESSIBLEI T I I I 1 1 \ THE SITE GONTPAGTO� 1 1 1 B S. GENERAL CONTRACTOR WILL BE RESPONSIBLE r•Of . CONG WHEEN L STOPS I INSTALLATION OF ROOF DRAIn, 11 1 1 1 PROPOSED BUILDING 54936 N FF 549 1 1 n— w l I I c= 106' X 192 67' 1 I 20,423 SF 1 o e / •y'. // I14 I I m 5P. 09"=6' m 16 x3 IMI 1\ \\1\ I I \\ \\ S .9 I 50 0a po Ct T n n I t m CURVE DATA RAD 112.00" _ \ \ DUMPSTER x so DEL 90'0000' 1 I I I 0 CONC PAD N ARC = 175.93' I I 1 I \ 1 TAN 112.00' 1 1 I I I a I I la \I \ \ \ \ \ \ m 549.35 116 _ 1r ( e -Hp a, �Ae 54a Ia SP ces 1 9' = H ' ' le' z4' le z2zzIN I\ 1 1 I 1 0 01 \ cU 11 I 1 - p�- 1 1 6 UMP 'TERE z f, •RCP I- I FI I I \ __ �' O N \� / nm I a� � a < 1 4R - c2 a \ 1 1 I I I I I A2 + 1 3.64 w 1 t I I I I I I I I I PROPOSED BUILDING I I 1 1 1 FF - 553 90' X 75' N— i� ROLL TOP GURB S 1 I l i 6750 SF O m 3 X2S S U N 2 \ SOO- N S V 1 I I 1 I 1 MATCHLIHE - SEE SHEET 1 I I 1 I I I I N rrW W�--_ __ W / I 1 I 75 _ 9 I I I I 1 1 1 1 1 _ e PA E 'f° O 1 1 I I I I I 5433 1 I I 1 1 1 \ \ \- - - - _ - _ - - - - _ _ _ _ _ _ _ _ _ in MUNCASTER fcPE1184 OF Y N0. REVISION BY DATE ENGINEERING & GRAPHIC SCALE B E R K M A R CROSSING SITE PLAN COMPUTER L 517E REVIEW COMMENTS DW 12-26-93 APPLICATIONS W THOMAS nRlc►sTBt z v 0 REwEw pw 1-w-34 0 10 20 30 ao so 100 0 CERT. NO. 16242 �. 3 ACSA REVIEW TM 1-14-34 !JSCALE: 1" 20' ALBEMARLE COUNTY, VIRGINIA 338 WEST RIO ROAD % 4 PER COUNTY 2-4-94 DATE: NOVEMBER 23, 1993 CONTOUR INTERVAL 2' CHARLOTTESVILLE, VIRGINIA 22901 D A '� 5 ENGINEERING REVIEW 5-24-94 SHEET 30F 4 ROF SSIOH 6 Y W a-22-34 804-978-7879 7 N 1 - - I MA7CHLINE - SEE SHEET 9 M1A, I - Y C- _ - - - - - - - D P _ _49.5 _ ry - \ \ 1 / / Q P Q N --- -- - 55. --�---�---- P --� ---o l' 1\I I I I I o'6' I I N ti 6 P P - - _ O P A� QPPPPPPPQq \ 5y,5_0'3.4 �•w � I A D QuA m pA lIWu 1I 1 N N P P I \ q I 6 I I 1 Q P G -B 6" CURB I \JI 1 IN 1 8 D G-2 O w \ \ \ \ I \ \ \ \ \ O w O \ I " IDI \ \ \ \ ', N \ \ \ ry < M \ p N b \ a �r� \\ z I I I °"rJ N 3. CURB r9 20" S N �W \ \ \ IK \ \ \ \ I I I I I N n N ij D Ip \ \ EAS ME 1 I Q �'I V \ \ \ \\ \ \ \ P \ 1 I 1551. 'EI 73 Do �, - v u PROPOSED BUILDING G I I I Q Au / \ FF Q 545 . _ \ N 108' A \ \ I I I 1 162' 6" X p n 1 / ' 6' ° U 17,568 SIF p e \ \ I z4I I Q I o l 1 / I I Ai to I / 1% - \ N \ 11 I 1 n NOTES \ �I I i. m p A \ \ \ \ I I. GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR SPAG 510 '- _ I B Q ALL SIDEWALKS AND HANDICAPPED RAMPS 5 2. GENERAL CON7RAC70R Wit BE R L ESPONSIBLE FOR \ I \ \ P INS7ALLIN5 UTILITY LINES 5' FROM BUILDING OR 5PAST \ \ \ \ \ P C \ n p p CURB LINE AS REO'D TO MAKE THEM ACCE SS12,LE TO N I a I \ \ \ \ \ \ q K B I B \ a N P D THE SITE CONTRACTOR \ 19 1 I IQ I 1 LLO J 1 3. GENERAL CONTRACTOR WILL BE RESPONSRSLE INSTALLATION OF ROOF DRAINS 1 \ I \ VAN AecesslBL PROPOSED BUILDING \ I O E sIGN \\ \ \ \ FF 553 \ \ I \ +70' X 95\ Ie' 1 I I B I I \ \ I \ \ \ 16,150 SF \ - - - --�_ _� - - - - '\" I 1 I I 1 z n \ I o A,- J\ z a rWWY I 1 I 1 - cl \\ CG -2 - \ \;PACE S e t5 45' S K IC \ \ \ \ \ \ J, '_ _ _ OK C Q 12' 10 S ACES ° 9' 90 - \\ N o + o V0 AV A�11�1� 1 R v D - \ cs� 6G{2 P 1 P 1 C^- q _ ,. �CY3 1 1 I AI \ \ P ID-- 1 I\ \ 1 \\ 1 P w�-- 6 4 w \ \_ 53.00 / / 6' DI W / 159 - - / — / N5 221 _—_ W W ___ ....-_.�- / 5 'BUILDING SE TRAGI:\\ P P f k� II ACE 2 MC = 125't— I I �L 4 ACE a 9"= Ss' _ __� _._ P P P P I P _P \ C \ C Ipv 2 1 P 0 O I `-� _-� \ \ \ \ - � GG -I2 L / p P P _ II SP CC P I I I x x� --1 X-4 0 4 -_ / 570 1 \ '1 Y \ b 'z 2 I \ I 1 _ _ iz x- -X—�-_ \ 1Y D \I n' s'Is/.00 LG a I I 11 I b \ o o II E2 P �\- a GP Es a Iw'. z c. i IF Rs I o / ..�C•i / / / \ 11 1 11 II PROPOSED BUILDING I u"'oil a ` \ F 1 FF 551.00 1 p I 11 III INTF _-._ — _. __ _._ 5 0 NOTE CONNECT/ROOF 90' X 75' b IPE - I 13 DRAINS TO 8 Cpp I / (CORRUGATED PLASTIC PIPET III �`, 6,750 SF � q 1 I _ II III I - O // 1 18' 124'-61 LANDSCAPE LEGEND n R j OTY SIZE DESCRIPTION CANOPY. TOTAL CANOPY I / I I 1 V007 STD RW -3 RET WALL D I w 1 Az ��� ��� � � I I 1 26 4/6' A CEDRUS DEODORA, DEODORA CEDAR 148 SF 4,088 SF 1 / 1 I I MAXIMUM HEIGHT = il' i u 1 37 1.5' C B ADD RUBRUM, RED MAPLE 288 SF 10,582 SF ' I II g 1 _ R 1 1 / 37 1.6' C C ZELCOVA SERRATA, JAPANESE MAPLE 490 SF 78,130 SF / 1 I I N I o R R 26 1-7.6'C D LAGERSTRDEMN INDICA, CREPE MYRTLE 200 SF 6,200 SF / q q 1 - 1n El \ i 10 18/24' E ABELIA GRANDIFLORA, GLOSSY ABELIA 5' OC / \ \ \ \„��e��„_ _ , ���:�UILDIN SE Tgq _ - 30 12/18' F ABELIA 'EDWARD GAUGHER', EDWARD GAUCHER ABELIA 6' OC _ :, R \ 216 12/16" G ILEX CORUTA 'NANA'. DWARF BURFORD HOLLY b' OC I .3 h / W I 1 �y _ O 1 o R' - F ',48.08 \ 1 11 I 18 12/18` H PYRACANTHA COCCINEA "RUTGERS', RUTGERS PYRACANTHA 6' OCR 5' DC 90' x 75 1 / 143 12/18" K SPIREA BUMALDA-"GOLDFLAME% GOLDFLAME SPIREA 4' OC - - - ' N \ / "�-�_ I R 5,750 SF U I \ 28 18/30' L ILEX CRENATA COMPACTA-, COMPACT HOLLY 5' DC m \ I 1 44 18/30" M PHOTINIA FRAZERI, RED TIP PHOTINIA 6' OC _ (�'"�- N / / - W R I 40 12/16' N EUONVMUS ACATUS COMPACTA, COMPACT BURNING BUSH b' OC `� \ 373 P ILEX CRENATA, HELBER7 HOLLY 6' OC W zl / - -- / \ \ R 15 R BERBERS JULIENNE, WILLIAM PENN BARBERRY b' OC li J \ / "- \\ IF PARKING .o r Q Q F \ 1 v I\ I w X 4 SONG STOOP A —J1� __ _ / — \ 1 \ / TOTAL CANOPY PROVIDED 38,000 SF 110.13% OF TOTAL SITE AREA) I / / / A TOTAL SITE AREA pyp 371,965.788 6F�— _ J-- / / A A / /A \ \ \ _ _ _ _ _ I 1 .o CEIVED MArI _ _ _ I 1 7 PROPERTY LINE .9 �p 1774 I / :}. ,, .. - // / i I / / / / 1 I I CND GG -6 A -_ �50TA I11 ' PER Planning Dept MUNCASTER ENGINEERING 8 �gPLTH NO. REVISION BY DATE GRAPHIC SCALE B E R K M A R CROSSING COMPUTER S I SITE—REVIEW COMMENTS Dw I2-28-93 APPLICATIONS W, TIgYAB YUNCAS/ER, JR. 2 VDOT REVIEW DW 1-10-94 0 10 20 30 40 50 100 CERT. NO 16242 3 A __ A REVIEW SCALE: 1" = 20" LANDSCAPE PLAN � � TM I-14-94 ALBEMARLE COUNTY, VIRGINIA 338 WEST RIO ROAD t: 4 PER COUNTY DW 2-4-54 DATE: NOVEMBER 23, 1993 CONTOUR INTERVAL = 2' CHARLOTTESVILLE, VIRGINIA 22901 _ 5 (ENGINEERING REVIEW 3-24-94 SHEET 1 OF 2 804-978-7879 AgOF SSIOM� 6N N Y IN DW 4-22-34 qrPIP EXIST, TOP I I ` ` _-�\ —T--- -�./rZ ` _ `Xf-g7 D17CO B ENKs 2 Do N I 142.°o R O R O A D (SR +Y631 / _= • - _ - —_ T f NTER" SIGNS ' 1 M _� _ pprl,• 'EAR LEN MEDIAN WGG-3o-EQGE 5.40-�� 7 [�_ D ` _ _ �• _ / 0 194.00 W I I J I M b \ \ 4 \ _ I` _ _ �9$•0 - - _ _ __ DO Q 14500 ' - O M A A' Ll d P -G P d d d P A O A 12 5 AGES o 9' AI p P 30= K -. PA E� a - 6 6•'27 _ _ _ - - _ _ �-• C / . MI N 232.59' PAINTED STRIPES 17.33' IS'R BUILDING \A L L L L N N p P BSP CES 9'a I HC - - U Q 0 PACE o 9' HG = 4' �. 1 1 Z O ER �P \ � I- 1 I IL JI P _ F ❑ ❑ ❑ ❑ ❑ ❑ Cp ❑ ❑ ❑ ❑ G 11 ❑ ❑ ❑ s"R c / / I I CI \ 1 1 F n 4 1 1 a v V I \ ] / M \ 11 I I II o N Al ° I I I I 1 1 I I N u PROPOSED BUILDING N °f s I r 1 1 A \ I I I I I I °D FF = 551 g N I 8~ I / v NOTES 0 I I I.M1 U I I. GENERAL CONTR AG TOR WILL BC RESPONSIBLE AOR ALL SIDEWALKS AND HANDICAPPED RAMPS I I I I I 2. GENERAL CONTRACTOR WILL BE RESPONSIBLE F0�2 INSTALLING UTILITY LANES 5' FROM BUfLDING OR 9 PIS T A CURB LINE AS PEZ D TO MAKE THEN ACCESSIBLEI T I I n THE SITE CONTRACTOR I I K I I I I \ I xy I I GONG NHEEL5T0�5 L 3. GENERAL GONTRAGTOR WILL SPONSIBLE FO IIIb I '- B B INSTALLATION OF ROOF DRAINS BE EEK al i I `i PROPOSED BUILDING 1 1 1 I I o 0 s4J38 K FF - 569 I I d d 106' X 192.61' 20.423 1 I F K SF 'D * 1 I I 1 1 I I F F K 0 SP. O 9= S IzI M\\ 1 F a - 5° � it "p P B D q_ CURVE DATA I I P DUMPSTER RAD - 112.00' \ \ \ \ 10' X 30' N DEL = 90'0000' I I D p 50' O COI PAD N ARG = 1/5.93' 1 I 1 I TAN = 112.00' I c I I I I A // I \ \\ 1 F B 5 SP. a 15B P, P P p P P P P P P P K K 24' I 18' I I 1 I \ I d f CG- M \ 1 11 l i \ o L P Q, \ g 11 12' G �yFf I I 1 \ 11 1 1 1 -______________ _ _(2 P 1 P- I / 6Q DUMP TER. x/ 1};'V\ I I I I 1 I I V I I I/ - L P P P i F! a oP,UaIV =- I I I I j EX. 3 RGP I I I L e 549.55 I I II I I I I I I Nio \ I I N � Q N � I I I I A2 / 1 X1/1 I I I PROPOSED BUILDING K P H H H N H H M FF . 553 H 1 1 I 1 I \ - - - \ I I 90' % 15' N W \ F ROLL TOP CURB _ °, 1 \ GI 1 M op I I I I I I I 6750 SF sj o 3 X2 p G w r 3 - S S $ S 1 9 \ 9 1 SJ W S S - u. ^ N z \• o° - o ",2`O \- O 3� F —S S CS 1 I I I MATCMLINE SEE SHEET 2_© -- W IN ----4- w /. ha I P P / --k/ / I ! c2 / F. _ P P I I 1 I 1 A 41 PA __ _ K ° _ p I b I Or \ \ \ ------ B• GPP - � \ \ I I I I OI I /d C 1 1 1` MUNCASTER 1" of I, NO. REVISION By DATE ENGINEERING 8 e� GRAPHIC SCALE COMPUTER I SITREVIEW COMMENTS DW 12-25-33 BERKMAR CROSSING APPLICATIONS z vpor aewew DW w0-34w. THOMAS NIIRCAsrm, m 0 AO 20 30 40 50 100 CERT. W. 18242 3 ACSA REVIEW TM I-ta-94 LANDSCAPE PLAN WW SCALE 1" = 20" 338 WEST RIO ROAD 9 PER COUNTY 2-4-94 DATE: NOVEMBER 23, 1993 CONTOUR INTERVAL 2" ALBEMARLE COUNTY, VIRGINIA % �_ ! CHARLOTTESVILLE, VIRGINIA 22901``a n W'V 5 ENGINEERING REVIEW 3-2a-94 SHEET 2 OF 2 804-978-7879 CF $810 O N Y N W 4-22-94