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SDP200900064 Plan - Revision 2009-10-22
GENERAL NOTES 1. DATUM: VERTICAL DATUM IS BASED ON CONTROL POINT AND BENCHMARK IRON PIN NOTED AS "A-8" ELEVATION 576.93' ON SITE PLAN BY: GLOECKNER ENGINEERING SURVEYING WESTMINSTER CANTERBURY PROJECT 2510867 JOB NO. 9701800 97018ST3.DWG 2. TOPOGRAPHIC INFORMATION FROM GLOECKNER ENGINEERING/SURVEYING, INC. CHARLOTTESVILLE, VA DATED 12/11/97. 3. BOUNDARY INFORMATION SHOWN IS BASED ON SURVEY RECORDED IN D.B. 1502 PG. 506, 4. LAND USE: PLANNED RESIDENTIAL DEVELOPMENT 5. -THIS SITE IS NOT LOCATED WITHIN A RESERVOIR WATERSHED. 6. NO PART OF THIS SITE LIES WITHIN A DESIGNATED 100-YEAR FLOOD PLAIN. 7. -BENCHMARK: TON PIN IN PARKING LOT CURB. ELEV. 576.93 8. THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF (1/2) FOOT CANDLE. 9. ALL MEDICAL OFFICE BUILDINGS WILL BE ADA HANDICAPPED ACCESSIBLE, '10. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE INITIAL `LUMENS SHALL BE A FULL CUTOFF LUMINAIRE. SITE DATA OWNER: THE MARKET PLACE OF VIRGINIA, LC ONE BOAR'S HEAD POINTE, SUITE 125 CHARLOTTESVILLE, VA 22903 DEVELOPER: THE MARKET PLACE OF VIRGINIA, LC ONE BOAR'S HEAD POINTE, SUITE 125 CHARLOTTESVILLE, VA 22903 ZONING: PRD _(PROPERTY IS SUBJECT TO ZMA 99' 09) EC, ENTRANCE CORRIDOR OVERLAY DISTRICT TAX MAP / PARCEL: 07800--00-00--055A8 MAGISTERIAL DISTRICT: RIVANNA 4 A SETBACKS: BUILDING: FRONT 30', REAR 50' PARKING: FRONT '10', REAR 30' (20' FROM PARCEL 55A6) T MAX NO. EMPLOYEES: PHASE I - 25, PHASE 11 & III - 75 PARKIN REQ'D PROVIDE PARKING: �IN BUILDING #1 (EXISTING) 60 (12000 SF (NET), 1 SIPACE/200 SF) 70 BUILDING #2 (EXISTING) 129 (25702 SF (NET), 1 SPACE/200 SF) 130 PHASE 11) PHASE BUILDING #3 72 (14,400 SF (NET), 1 SPACE/200 SF) 75 111) TOTAL 261 TOTAL: 275 t L I I t JL 1 1 t I (INCLUDING 14 HANDICAP) LOADING SPACES: REQ'D. BUILDING #1 (EXISTING) 1 BUILDING #2 (EXISTING) 3 3 BUILDING #3 1 3 TOTAL. IMPERVIOUS AREA: 3.85 AC 50.3% OPEN SPACE: 3.80 AC 49.7% TOTAL AREA: 7.65 AC 100% MAXIMUM HEIGHT OF STRUCTURES: 45.5' (MAX. BUILDING ELEVATION=580') MAXIMUM GROSS SQUARE FOOTAGE OF STRUCTURES: BUILDING #1 (EXISTING) 15,000 SF BUILDING #2 (EXISTING) 32,128 SF BUILDING #3 18,000 SF TOTAL SF 65,128 SF WAIVERS PREVIOUSLY GRANTED 1. CRITICAL SLOPES 2. PARALLEL LOADING SPACES 3. DISTURBANCE WITHIN THE 20' BUFFER Revision Index Rev. Date Description of Revision (all changes listed) Sheets Revised 1 12/22/08 lnitial submittal All 2 Revised per Owner/Architect Changes - Construction Plans All 3 8/6/09 Site amendment plan for owner/architect field changes All -4 9/10/09 Revised per County Comments 1, 4, & 5 5 9/28i09 Revised per ARB Comments 1, 4, & 5 If -L YPIPI FL YNN 274 6 9(flLA T) 55 A2 USE) t LJ i:�EST INSTFF,,r>�A�NLTER 'URY a 3 OF\-Wl WE RIDGE D.B. 1594 PO. 087 T.M. 76 PARCEL 55-T6- ?�S[DEN-frAt USE) ZONED PRO PANTOPS A\V\1- VICINITY MAP NOT TO "SCALE SCALE 1" = 603 Sl TE U. S. ROUTE 64 J llEUIA ' ""OM A I E Z3 -7 MINOR SITE PLAN AMENDMENT PROPOSED CHANGES: z, SITE PLAN REVISIONS TO THE CURB, GUTTER AND SIDEWALKS FOR THE PROJECT MODIFICATIONS TO THE STORM DRAINAGE INLETS /3 CHANGE IN THE LOCATION OF THE UTILITIES ENTERING THE BUILDING RELOCATION OF THE HANDICAPPED RAMP AND DELETION OF TWO PARKING '.SPACES LIGHTING PLAN FINAL DESIGN ADDITION OF 2' TIMBER RETAINING WALL �7 ADDITION OF HVAC SCREENING & GENERATOR LANDSCAPING IN ADDITION TO ORIGINAL LANDSCAPE PLAN FOR OVERALL DEVELOPMENT LIST DESCRIBING CHANGES 10 MODIFIED GRADING IN UPPER PARKING LOT LEGEND EXISTING PROPOSED TC 10.68 ELEVATIONS TOP OF BANK SWALE / DITCH - - - - - TOE OF SLOPE EDGE OF WATER WOODLINE TREE SOIL BORING BENCHMARK EDGE OF PAVEMENT CURB AND/OR GUTTER /A-1 2-\ DRAINAGE AREA A g12 AREA IN ACRES .45 W0.3 RUNOFF COEFFICIENT 0.70 SIDEWALK COMPACT PARKING CP HANDICAPPED PARKING UTILITIES RCP STORM DRAIN PIPE CATCH BASIN DROP INLET STORM MANHOLE W WATER MAIN W 0____ BLOW OFF VALVE REDUCER ++*A FIRE HYDRANT & VALVE SAN SANITARY SEWER SAN 0 SAN SEWER MANHOLE SAN SEWER CLEANOUT SFM SFM SAN SEWER FORCE MAIN SHEET INDEX NO. DESCRIPTION 1. COVER SHEET 2. LAYOUT AND UTILITY PLAN 3. GRADING AND DRAINAGE PLAN 4. SITE LIGHTING PLAN 5. SITE PHOTOMETRIC PLAN 6. LANDSCAPING PLAN APPROVED ALBEMARLE COUNTY PLANNING DEPARTMENT ALBEMARLE COUNTY ENGINEERING DEPARTMENT ALBEMARLE COUNTY BUILDING CODES & ZONING SERVICES ALBEMARLE COUNTY SERVICE AUTHORITY ALBEMARLE COUNTY FIRE RESCUE VIRGINIA DEPARTMENT OF TRANSPORTATION OP71! SC(ATT R-00LLlNSZ No. 35791 l, z 0 L z,emu u 0 0. 0 i>u L c(_ > L uio Z uJ z z 53 uj j 0 C) 0 0 m co z 0 1 III lif ui rz CL a. ul 0 0 uj Lu LIJ > Lu > Lu 0 0*, C) 0, 0 c" 00 0) cl (D tD 0,11\ Adr AV AM cyi M cr1 co memo= 0 CL uja. c 2 w Z w > 06 z 0 0 LLJ X_ Apr 4 Ld W z CD a:;:, la w W 0 0 z U, C) UJI AF AV 'c 0 Q Acm LLJ Q) c y > :3 O uj 0 w u u Q) X 0 Z UJI 0 ul W4 cn �,j LLIIJJ - z z Ld C/) �4 J c CL _j 0 0 0 o 0 Lij c CL 0 0 00 -6 0 X Q) uj E! 0 0 q) q) Lljuj - CL 0 ro JOB NO, 0 072004 2 E' 0 SCALE AS NOTED L7 SHEET' NO. 0 t BENCHMA RK L IRPIN P/N E E L 5 76. 93 '326 *56,3 ',8 "E / 00 7.80' -----(S323738"E 1007.80') 425.07' OPERTY LINE E_ I-- f— ___ - VVFSTi I N 55 \ U, A N TER 8 U R Y OF 13L U RID GE D.B. 1594 PC, 087 T. M. 78 PARCEL 55 A 6 (Prr-_51Df NTIAL USE ZONED PRD -PROPOSED SEGAVEWED RETAINING WALL, CONTRACTOR TO MATCH WALL WALL TYPE WTH EXISTING WALL T 10 W A/L ... ..... I- S I FL ©ORIVIL- 14:-f' 0 j FENCE SL �i_,��-. D I -A Ha n n ............ . 2�111 t T & 'All 5 AS/W . ............ Z11T' r 11-1 AIEA 11 I(LAT. ca 7PRIN J' PLANTING STRIP R . . . . . . . . . . . . . . . I J2 7' 8" - *" N2-2-4"5,04-1 0*_ NO TES: 1. CONTRACTOR TO FIELD VERIFY ALL TIE-IN POINTS FOR UTILITIES, CURBING, AND PAVEMENT 2. BACKFLOW PREVENTERS WILL BE LOCATED INSIDE THE BUILDING. I State Route 25U 540 g + Z-r)�' Lq;< 540 0 00 E3 0 + n C'4 W 7 535 :2 u) Z 535 530 530 525 •y 29 525 520 520 518L 518 11+00 12+00 13+00 SANI TAR Y SEWER LA TERAL EX. MH TO CLEAN -OUT PHASE 11 PANTOPS GROUP LLC D.R. 2503, PC. 078 07800-00--00---055A9 COMMERCIAL USE -Z,41-1 1 1 177 5' SNIA ( IN FEET ) ich = 20 ft. STORMWATER AACILI TION N V, 0 " M N27'00 70 164, (N,3,3'01'10"W4 1674,29. 7 M ",40 SCRA 7A7jV '0A7TAjL NOT TO SCALE CURB AND GUTTER SLOPE VARIES I;��ill--III•�;III� •Ill�lfl� GRADED &THOROUGHLY COMPACTED SUBGRADE III I III fill- V., .777�WV BIT. PAVE. SURF. CRSE. BIT. PAVE. IMDT. CRSE. AGGREGATE SUBBASE CRSE. PAVEMENT LOCATION SM-9.5A BM-25 21-A PARKING SPACES (TYP. ALL) 211 611 DRIVE AISLE (A) & LOADING SPACES 2" DRIVE AISLE(B) -.- _.._ - 311 :::8"' SUBBASE DEPTH IS BASED ON AN ASSUMED DESIGN CBR VALUE OF 8. ADEQUATE SOILS TESTS OF THE SUBBASE SHALL BE PERFORMED FOR ACTUAL DETERMINATION OF REQUIRED SUBBASE THICKNESS PRIOR TO PLACEMENT OF SUBBASE. approx line of grade at meat mcreen area NOTE: MECHANICAL HVAC UNITS SHALL NOT BE VISIBLE FROM THE ENTRANCE CORRIDOR. "�T''--n �~S� ztr `" r - - OGtO¢�OnOnOnOn 000 O o O P 0 0 BV,40 70RFFjV VPT.41L NOT TO SCALE vinyl fence (white) to screen mechanical units (VARIABLE WIDTH) 4 - CONC. (JOOO PSI AT 28 DAY, OR STONGER) "'-- 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE 1 TOP OF CONCRETE MIN. WALL 42" SITE GRADE RAIL 1 41 SITE WALL .4 KALL R_41Z DErAl-L NOT TO SCALE 14; T 2� 'SC OLLINS� No. 35791 jp -0-1 IQRAL f2 L z: S z 0 LU Q L zUj U =D 0 0 L LU 0- Ed Ln u'j 0 > Uj i:� 0 q CD —(0 M1 CD ;5 C'4 co 00 ac%4 x Q - 19, 570 0 566 564 562 ".44 7W=,5,56 5.58 Cl 556 BW=552 552 ...... 'EP .... ............... . . ... ... .. ............ ....... ..... .... .. ...... ...... 552 5 ........ ........... -551:5 TC 51 OT .......... .............. ... . ..... .............. ........ ................ ...... .. .. ............ ..... .... ........ 0 ........... . .. ... ... ..... . ...... ...... 4&A ......... ::DP" ...... .................................. .. .... 88 Tc ................... ............ ....................... ......... ........... .......... ......... ...... ......... ................ ru ....... .. ....... ......... ............ 'DRAIN ................. ....... ..... ........... ... .. ... . ...... CON IRA C TOR TO VF, ....... -IN CONNEC7767 .................. ............ TIE .......... ....... .............. ......... ....... ....... "Et'g 1 .621-55.! ........ . HROAT ELEVA 770pi,- .5 . ............... . ............. ............... ... ... . ............ "M38-* DRAINA GE` ...... ... ............. ...... ........... ....... ...... . ...... HI? ...... . WHE' D6- ... ............... ........ P E-',P[PE::_.-: 5 . ........ .. .............. 55a'24 ...... ..... TOP� ......... ..... ...................... ..... ...... ................ I _... . Ufl ...... '549:66:7 T XT TQRA �-'STR ... V546.56 -C ...... ........ ....... ..... ............ ................ ........... ........ .... ......... ........ ................. . .............. 645.87 TC .......... ...... ..... ..... Z. ...... ...... 66 ............ All 54 Tw 54&70 9.J8 T 1=17.73' I?A2QF D ALlY r ,151) _1-4�E_PIPE ��TW=548 BW 5�H.S 0 oyff"i'm BW=W,'� 1 544.02 __,55ff_ FFE u 0 11ko - ------ -544 A S '550 DRAIN11 77MBER ............ .......... -537 ............ j-, EL. 550.0 �ETAJAING WA ........... OOR- ADS 4 AAV STORP S U RHASE HEIGHT=42) (FF R YA RL IN 1j .......... .60 M now - - r_r YARD D7AIN TT- 5J ......... 8 A D S DRA hN' 54a22 T1, ......... EL. 537. 00' .5.80 TOP=5 5 10 00 SF ...... F00 TPRIN T 'REA 9,0 DL W U 38 L=81.0 --- ........... YD ca SN-1 9.6 77. VDS DRAIN YD TOP= TOP= TOP- .75 5.36.9C 15NDPE PIPE i42..:- 1��- ADS DRAIN P/_ 537-20 BW;i 540.' PE .00-Tc, ..... ... ... ........ . ........ . ............. . ...... "d ici;g . , T, 5M.3i f; . ............. u ------ - ----- 73. T�, TC v -539-' f.A- ............... '00 ......... pa. zp. 535.166 7'c W5. 36 ITC .......... - ....... ....... ... ............ '3 D .. ' . , -f _i.�7 . . ''.. z 5,34, EP 5J4.86 FP :Dbt B.- A .......... ... _0� ........ ..... ........ .. ....... .......... -UR �Z_- - ... .... -15- -'-HE)P"E-*-Pl-P-F-.'.'".'.'.'.'.'.'.'..'.'.-�- .... .......... -S Ruq4 E_- -A T :, , . , . , . , . , . , I I *.. ... . .... . ... ..... /A_ ...... . ..... .... ... V. T ......... ... ..... `6! ................................... ....... ... ........... ........ .......... .... .......... ........ .... ........ ...... ... ........ To 4 . .............. ........ . . ............... .......... . ... .......... ...... 7, .... ...... .......... ........................ ........ ..... .......... ......... ....... ......... 77NG DRA ........... .... 4J-7; 71, ...... . GE s CTU, FE ...... '537-21 ..... tp S. ...... ... .. .. .... U01 .... ... .... ...... ...... .. ...... .. NE( ..... .... .... .. ..... Ry �CDI 9J6 .......... 6 V.'.- 7 Tr '537..7 1(e.. TOF qOX=5 .001 -7 -Tu, ............. ....... .......... AhBENCHMARK ...... 114-imp OF & =,5,32.JO' T� ....... ................ ........ 534.98, Ev ..... ... 10" 5,36; Je '7V- .5 ........... ....... .......... ........ ...... ............... . . ...... .... 9 ........ -W5.62' 4 �6 kC ...... ................... ......... ... ... .. ................ .... ....... ..... ............ ........... ........... . . .......... ............. .... .... -A .... ... .......... S E C Q. N -7ll ............... ....... . ...... -H -1GHT'VF'-DR.OP,.1NL. Y&V -,A�5 - ........ . .... ....... 'h ......... 64 mw�� ...... ..... . .... ... ...................... t .'.*.'.'.'.'.1.. � ... ................ ....... ............ ......... ........... ............. ............ ...... ..... Lill W. EP ......... I MH. ... ....... ...... ......... ...... ....... .. .... cc 5, ....... IN 77?A i TOR To VE RIFY ....... X-77E. IN CONNECRON AND .......... ...... ...... .... ..... .. . ... .... .............. E V ................... LE A 779N .......... CDT ............ ....... 1w ... , , ............ ........... 529.73 Ep W0.13j �c DI 4 - #mum NOTE: CONTRACTOR TO FIELD VERIFY Iowa #loan __526' ALL TIE-IN POINTS FOR UTILITIES, 2 4 CURBING, AND PAVEMENT__ --522-- ------ NNW NOTE---EX1S-77NG�5W,4_L__k �U f �G-RAPHIC,,__SCALE MAINTAINED FOR PosITIvE DRAINAGE _520,__ 20 ------ 40 80 ( IN FM ) -_ ____ _.- __ 1 inch = 20 ft. StC (0- u te 250 0 ROOF DRAIN AND YARD CLEANOUT DESIGN A2 INV=531.90, RIM=535.80 15"YD STR 6 A2 Al 26,21' @ 0,50% STR 6 - U Al INV=531.77, RIM=537.00 GO u Al B 9.47' @ 0.50% U - T 8 INV=531.72, RIM=536.90 15"YD T B C 18.50' 0 0.50% T - S c INV=531.63, RIM=537.50 15"YO s C-D 13.96' @ 0.50% S - R D INV=531.56, RIM=537.20 15"YD R D-E 19,61' @ 0.507. E INV=531.46, RIM=537.20 GO STR 8 E-EX 67.39' @ 0,50% STR 8 0 1 INV=532.00, RIM=537.60 18"YD 0 1 H 18.87' @ 0.50% 0 - P H INV=531.91, RIM=536.80 GO p H G 33.69' @ 0.50% p - Q 0 INV=531.74, RIM=535.80 GO Q 0 F 33.32' @ 0.50% F INV=531.57, RIM= GO F-E 21.35' @ 0.50% INV=543.60, RIM=549.50 10.7' @ 5.00% INV=544.14, RIM=549.40 CO 19.9' 0 5.00% INV=545.13, RIM=549.60 GO 29.1' @ 5.00% INV=54-6.59, RIM=549.80 GO 20.4' @ 5.00% INV=547.61, RIM=549.80 GO INV=544.55, RIM=549.56 16.0' @ 5.00% INV=545.35, RIM=549.60 GO 28.3' @ 5.00% INV=546.77, RIM=549.80 GO 20.4' @ 5.00% INV=547.79, RIM=549.80 GO FA ScGh R7-COLLINS"Z Im" No. 35791 j�, z I uj 0 0 c L Z u U) ul F- Z 0 z 0 2 U) W L U) ce. uj ZIN w uj F- Z Lu 0 Lu W [L a LLI w uj C', M 0') I CID f r% Afm' m AN� 0 -C-L uj (N C) W Z LLi 06 > 0 CL Ld ED z wC 0 Z Jj (D (D momW 0 Z z 0 0 � Q) 0 uj z 4< 2 CL a) z z _c u I ZZ.0 Lu W CIL 0 ou uj 0 Z 0 0 00 F-i b E 11j 0 0 JOB No. 072004 -2 0 > SCALE AS SHO L: 0 SHEET NO. 3 0 (n V) C7 -0 U 2, 5-5 0 ( IN FEET ) 1___' I inch = 20 ft. CAST ALUMINUM CONSTRUCTION. LUMINAIRE PROVIDED WITH ACRYLIC OR POLYCARSONATE LENSES CLEAR OR OPAL L04$ FOR UP Ll" �up view TOP VIEW -X4U' LCM LCMO X wirw LEI r+_I 2' . 4ol-za-, 4 16'X4W LCMR LCIVIS RAJ,LMT$ ARE H.P.F. I C.W.4L AUTOTRANSFORMER, -20'STAKUNG TEMPERATURE "nit FOR METAL PRE55URE MERCURY FLUOR. HALIEPER $OOAM VAPOR IN04 LAWS CONSULT sow. wN. 60w, TO FACTORY 7OW, 7W, 75w. 2mv. 1". IUM. 3". I'm sow, 175y. @ 25ow. 2mv, �F�vl El Pricxl �atfw i®rri �aflo�___j Alm-nininp surkei endmiew. ror heal diVJl9JIf4X1. 1A. 119wil hallmt� efirawd 9 1mvivil Ifivi-n0ly pmlecip.d. Wiability latlitr Z0'l'uFivJurh(nkk1;alh�L Ballast lx*iWwA for easy acctrss and mmov-A llivyired awl; groun" elmwogalvarikedi, plated hral�e p'"gemvp1jandim ]X)N. HAW Jilf 1,11('01le,111 DFAIKII drkA& wiriei% wilh pivaitizW $nap Oil Cowls. Lfrdv�md istaunflug brackets hirlixiLd With [wriger Lu.,,wifi al:%o AvcvIA f�xftlly Nr 620, (w C rhantwl. Pred5irAlwtul hemy IV4 stawm'd www ulf flame. 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