Loading...
HomeMy WebLinkAboutSDP200000090 Plan - Approved Final Site Plan and Comps. 2001-12-14FINAL SITE DEVELOPMENT PLAN FOR HICKMAN PROFESSIONAL CENTER TM: 78 PARCEL 7 DB 1785 PAGE 541 I W, i A-IUVANNA DISTRICT, ALBEMARLE COUNTY, VIRGINIA LEGAL REFERENCE: TM 78 PARCEL 75 PARCEL 75 IS TO BE SUBDIVIDED AS SHOWN ON REVISED PLAT DATED FEBRUARY' 23, 2000. BOUNDARY INFORMATION FOR LOT B WAS TAKEN FROM THE REVISED PLAT., THE REVISED PLAT HAS NOT BEEN RECORDED TO DATE. SOURCE OF TITLE FOR PARCEL 75: DB 1785 PAGE 546 OWNER/DEVELOPER: HURT INVESTMENT COMPANY P.O. BOX 8147 CHARLOTTESVILLE, VA 22906 ATTN.: STEVE MELTON ZONING: PDMC - PLANNED DEVELOPMENT/MIXED COMMERCIAL EC - ENTRANCE CORRIDOR OVERLAY DISTRICT ZMA-98-20 PROFFERED MAGISTERIAL DISTRICT: RIVANNA SOURCE OF BOUNDARY SURVEY: PLAT BY: B. AUBREY HUFFMAN & ASSOCIATES, LTD DB 1785 PAGE 546 .(REVISED FEBRUARY 23, 2000) SOURCE OF TOPOGRAPHY: AERIAL PHOTOGRAPHY BY JAMES H. BELL, JR., P.C. USGS DATUM BENCHMARK: TOP OF STORM STRUCTURE EX -4. ELEV = 524.33. SETBACKS: FRONT YARD: BUILDING -32' (INCLUDES ADDITIONAL 2' SETBACK FOR 1' BUILDING HEIGHT IN EXCESS OF 35') FROM PUBLIC R/W PARKING - 10' FROM 'PUBLIC R/W SIDE YARD: NONE REAR YARD: NONE MAXIMUM BUILDING HEIGHT: 36' PARKING LOT PAVING SPECIFICATIONS: 6" - X21 A,-,, AGGREGATE BASE -MATERIAL 2" SM 9.5 PROPOSED USE: PROFESSIONAL OFFICE BUILDING PARKING SCHEDULE: REQUIRED: 1 SPACE PER 200 SF OF NET OFFICE SPACE. TOTAL OFFICE SPACE = 11,640 SF NET OFFICE SPACE = 0.8*11,640 = 9,312 SF PARKING SPACES = 9,320/200 = 47 PROPOSED: 47 SPACES (INCLUDES 2 HANDICAP SPACES) LOADING SPACES REQUIRED: 1 PER ZONING DEPARTMENT LOADING SPACES PROVIDED: LAND USE SCHEDULE FOR: PRE -DEVELOPMENT % 2 0 SF 0 PAVED: 12,718 SF 19.7 OPEN: 51,751 SF 80.3 TOTAL: 64,469 SF 100 w s ® co CD o W c w r PQ y v 41 © C,5M �w co rn c%2 m s� N z z c� (71 V) FINAL SITE DEVELOPMENT PLAN FOR HICKMAN PROFESSIONAL CENTER TM: 78 PARCEL 7 DB 1785 PAGE 541 I W, i A-IUVANNA DISTRICT, ALBEMARLE COUNTY, VIRGINIA LEGAL REFERENCE: TM 78 PARCEL 75 PARCEL 75 IS TO BE SUBDIVIDED AS SHOWN ON REVISED PLAT DATED FEBRUARY' 23, 2000. BOUNDARY INFORMATION FOR LOT B WAS TAKEN FROM THE REVISED PLAT., THE REVISED PLAT HAS NOT BEEN RECORDED TO DATE. SOURCE OF TITLE FOR PARCEL 75: DB 1785 PAGE 546 OWNER/DEVELOPER: HURT INVESTMENT COMPANY P.O. BOX 8147 CHARLOTTESVILLE, VA 22906 ATTN.: STEVE MELTON ZONING: PDMC - PLANNED DEVELOPMENT/MIXED COMMERCIAL EC - ENTRANCE CORRIDOR OVERLAY DISTRICT ZMA-98-20 PROFFERED MAGISTERIAL DISTRICT: RIVANNA SOURCE OF BOUNDARY SURVEY: PLAT BY: B. AUBREY HUFFMAN & ASSOCIATES, LTD DB 1785 PAGE 546 .(REVISED FEBRUARY 23, 2000) SOURCE OF TOPOGRAPHY: AERIAL PHOTOGRAPHY BY JAMES H. BELL, JR., P.C. USGS DATUM BENCHMARK: TOP OF STORM STRUCTURE EX -4. ELEV = 524.33. SETBACKS: FRONT YARD: BUILDING -32' (INCLUDES ADDITIONAL 2' SETBACK FOR 1' BUILDING HEIGHT IN EXCESS OF 35') FROM PUBLIC R/W PARKING - 10' FROM 'PUBLIC R/W SIDE YARD: NONE REAR YARD: NONE MAXIMUM BUILDING HEIGHT: 36' PARKING LOT PAVING SPECIFICATIONS: 6" - X21 A,-,, AGGREGATE BASE -MATERIAL 2" SM 9.5 PROPOSED USE: PROFESSIONAL OFFICE BUILDING PARKING SCHEDULE: REQUIRED: 1 SPACE PER 200 SF OF NET OFFICE SPACE. TOTAL OFFICE SPACE = 11,640 SF NET OFFICE SPACE = 0.8*11,640 = 9,312 SF PARKING SPACES = 9,320/200 = 47 PROPOSED: 47 SPACES (INCLUDES 2 HANDICAP SPACES) LOADING SPACES REQUIRED: 1 PER ZONING DEPARTMENT LOADING SPACES PROVIDED: LAND USE SCHEDULE FOR: POST -DEVELOPMENT % 5,820 SF PRE -DEVELOPMENT % BUILDING: 0 SF 0 PAVED: 12,718 SF 19.7 OPEN: 51,751 SF 80.3 TOTAL: 64,469 SF 100 POST -DEVELOPMENT % 5,820 SF 9.0 24,800 SF 38.5 33,849 SF 52.5 64,469 SF 100 GENERAL NOTES 1. NUMBER OF EMPLOYEES FOR PROPOSED BUILDING SHALL BE DETERMINED WHEN OFFICE SPACE IS LEASED. 2. THE EXISTING TEMPORARY SEDIMENTATION TRAP CURRENTLY USED FOR CONSTRUCTION OF THE DMV SHALL BE REMOVED. 3. LOCATION AND DESIGN OF ANY PROPOSED SIGNS IS TO BE SUBMITTED SEPARATELY AND TREATED AS AN AMENDMENT TO THIS PLAN. 4. DO NOT SCALE THESE DRAWINGS. USE DIMENSIONS SHOWN ONLY. BRING ANY DISCREPANCIES TO THE ATTENTION OF THE ENGINEER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL DIMENSIONS. 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES. 6. THERE IS NO 100 YEAR FLOOD PLAIN ON THIS SITE. 7. THIS SITE IS INCLUDED IN THE PANTOPS REGIONAL STORMWATT_R MANAGEMENT FACILITY. 8. THIS SITE IS NOT LOCATED IN A RESERVOIR WATERSHED. 9. THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINARIES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (1/2) FOOT CANDLE. 10. EACH OUTDOOR LUMINARIE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARIE OR A DECORATIVE LUMINARIE WITH FULL CUTOFF OPTICS. THE EXISTING LIGHTING FOR LOT B WILL REMAIN. A LIGHTING PLAN FOR LOT A WILL BE SUBMITTED WITH THE FINAL SITEPLAN. 11. TRASH REMOVAL: ONE DUMPSTER WILL BE PROVIDED AT LOCATION SHOWN ON PLAN. 12. THERE IS NO EXISTING LANDSCAPING. GROUND COVER CONSISTS OF TALL GRASS. 1. WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY T.N' SPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON THE PLANS AND, WHERE SHOWN, ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998. 4. DATUM FOR ALL ELEVATIONS SHOWN IS 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 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF THE 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. IN -1 IL molow 1. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTIOIN TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.). 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 PAVING, 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 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. THE MAXIMUM ALLOWABLE SLOPE', IS 2:1 (HORIZONTAL VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLA11ON MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 1'IML11 I 1 of 4 COVER SHEET 2 of 4 SITE PLAN 3 of 4 UTILITY/LANDSCAPE PLAN 4 of 4 UTILITY PROFILES PANTOPS \ /- SITE HICKMAN ROAD 500 Existing Elevation/Contour [500] Proposed Elevation/Contour Exist. Rip -Rap Inlet Protection Exist. Rip -Rap Channel (To Be Removed) SCALE: 1" = 2000' GLENORCHY DRIVE 1N1 64 APPROVALS PLANNING PARTMENT a. c; -a-0-01 ZONING DEPARTMENT AcAZM_ AR.k PTCTI0,N�S DEPOT OFFICIAL SERVICE AUTHORITY Crtop ,..e r ENGINEERING DEPARTMENT VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA HEALTH DEPARTMENT BOARD OF ARCHITECTURAL. REVIEW encl WA, FIRED RTMENT Benchmark --W/E-- Existing Waterline --0/E-- Overhead Electric PP Power Pole MH Manhole 0-0 Prop. Light Pole PANTOPS \ /- SITE HICKMAN ROAD 500 Existing Elevation/Contour [500] Proposed Elevation/Contour Exist. Rip -Rap Inlet Protection Exist. Rip -Rap Channel (To Be Removed) SCALE: 1" = 2000' GLENORCHY DRIVE 1N1 64 APPROVALS PLANNING PARTMENT a. c; -a-0-01 ZONING DEPARTMENT AcAZM_ AR.k PTCTI0,N�S DEPOT OFFICIAL SERVICE AUTHORITY Crtop ,..e r ENGINEERING DEPARTMENT VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA HEALTH DEPARTMENT BOARD OF ARCHITECTURAL. REVIEW encl WA, FIRED RTMENT k_NtTH 0 TIMOTHY R. MILLER CERTIFICATE No. 30542 40 SSS/ONAL���� Revisions: NO. I DESCRIPTION I DATE 0 E a � v Q 0 CL 3 M o `n r - co C J1, `1 0 w s ® co CD o W c w PQ v 41 © C,5M �w co rn c%2 s� k_NtTH 0 TIMOTHY R. MILLER CERTIFICATE No. 30542 40 SSS/ONAL���� Revisions: NO. I DESCRIPTION I DATE 0 E a � v Q 0 CL 3 M o .. O MA a � in a v v 41 © C,5M .. O MA ■ CQ CO M C) cA to U-3 cc 94 c) c2) F-� > CQ CQ cn LO X o ,NLTH C-) TIMOTHY R. MILLER CERTIFICATE No. 30542 0 10-16�--00 '�Y%NAL Revisions: NO. DESCRIPTION DATE 1 Co. Comments 8-09-00 2 VDOT Comments 9-05-00 CCS 0 E---4 ED U) CZ C—) W P�.- E-4 CL '0 r-_ LO 0 E Ail 0 CL P� 5: cu CZ) o Cn Sheet No, 2 of 4 LANDSCAPING SCHEDULE KEY COMMON NAME QTY CANOPY AT 10 YEARS CANOPY SUBTOTAL T-1 GOLDEN RAIN TREE 5 572 2,860 SF T-2 RED OAK 17 335 5,695 SF T-3 DOGWOOD 8 155 1,240 SF S-1 FOSTER HOLLY 5' o/c N/A N/A TOTAL CANOPY: 9,795 SF NOTES: 1. MINIMUM CALIPER AT PLANTING SHALL BE 2-1/2" FOR ALL TREES. 2. FOSTER HOLLY SHALL BE 24" HIGH AT PLANTING. STREET TREES: REQUIRED: 717/50 = 14.3 TREES (HICKMAN AND ABBEY) PROVIDED: 17 TREES INTERIOR TREES: CANOPY REQUIRED: 0.5*24800 SF -1,240 SF QUANTITY REQUIRED: 1 TREE PER 10 PARKING SPACES 47/10 — 4.7 TREES CANOPY PROVIDED: 2,860 + 1,240 = 4,100 SF QUANTITY PROVIDED: 14 TREES TOTAL CANOPY: REQUIRED: 0.1 *64,469 SF = 6,447 SF PROVIDED: 9,975 SF &Am]= STORMSEWER STRUCTURE SCHEDULE STR TYPE LENGTH CD CD 00 C30 TOP IN TOUT EX -4 DI -313 10 524.3 518.9 ------ 518.4 . ..... ... . EX-5 DI -7 . ... ..... .... ....... .. .......... 522.3 ..... . . .... ....... .............. 517.0 516.5 EX -6A ......... . DI -3B 4 534.6 529.8 529.0 20 DI -313 4 525.3 517.5 4 X17.4 21 DI -313 8 .... 526.5 519.8 519.7 ..... ..... 22 LL DI -313 8 ........ . ... . ............ 532.5 CERTIFICATE 520.1 23 DI -3B ------- 6 533.8 524.8 524.7 &Am]= CQ cr� co CD CD 00 C30 CJ TH pp � Y TIMO R. MILLER CERTIFICATE No. .50 3054-9 'S'/ONAC Revisions: NO. DESCRIPTION DATE 1 Co. Comments 8-09-00 2 Co. Comments 9-05-00 cz � rl t:x C) W � 0 W � cd 41 41 > 0 L- C -9 3: c� 00 r� E M rn c - n C) CD C) cli I V) Sheet No: u (T**PROFILE — SANITARY SEWER �4 of Provide a minimum of 3' cover over top of pipe, ............. .... ................... ................. . ...... . ..... . . .......... STR 23 EX 6A ........ ....... .......................... ....... ........ . ..... . . .......... ....... . ........ .. ..... .... ......... ......... .... S T A`_:` 2 0 1 . ......... ... ....... .. .... . ....... ..... . ........... . ........ . ...... . . ........ .......... ....... ....... ... .. Inv ln:.;;.:.5,24,.A___ .......... .. ......... "In'v1535 535 Inv Out=524.7 Inv Out=529.0 '-Connect new,. pipe Sanitary 515 to exist, inlet 515 0+00 _1+00 2+00 3 '� PROFILE — I STORM SEW �4 of 4/ SCALES: VERT: 1- = 10' HORZ: 1" = 30' 1 525 Gv 45' Bend Provide a minimum of 3' 2 PROFILE — WATER cover over top of pipe. 4 of 4 SCAMS: -=—I 0' HORZ: 1 30' .... ..... .. .. ... ................... .... ..... ........ - . . .. 530STR-21 . ........ . ............ ............. . .. ......... .. .......... .............. .. . ....... ....... ............... ...... . ...... .................. ..... .. . ......... ................. 530 1" = 10' HORZ: 1" = STR-20 STA=0+95 0 :z �Rrl 5k 0 EX --q oaUl ca STX�D+GG- . ...... .... .1n.y,-.Jn- 517 ..... 5 Inv Out=517.4 Inv Out=519 0 C) 525 ,*4,NtTFI 0 --STA-l+-25­­--- Inv ln=517.0 CER11FICATE No. C3 30542 FSS/OVAL ANG To =523.2 525 Inv Out=516.5 Revisions: NO. I DESCRIPTION I DATE Inv Out=520.1 Cn < 520 - 4- Pr W q E-4 CJ 520 CD CP?- 30 -18' CPP .,®1.2%..,.......... 06, n n dc new 0 L_ CL . exist X iny 7-3 515 5151 0+00 1+00 (7_ PROFILE — STORM SEWER 'B' �4 of 4) SCALES: VERT: 1" = 10' HORZ: 1" = 30' Ml� r14 z C\2 M C> E- CO rn 'W C) co CD CO C-5 0 :z �Rrl 5k 0 --q oaUl ca CQ 0 C) ,*4,NtTFI 0 ® TIMOTHY R. MILLER CER11FICATE No. C3 30542 FSS/OVAL ANG Revisions: NO. I DESCRIPTION I DATE Sheet No: 4 Of 4 (z LO 00 r- E 0 :z 0 0 o co C3 CD Cn < - 4- Pr W q E-4 CJ CD CD -gal 0 L_ CL Sheet No: 4 Of 4 LO 00 r- E 0 :z 0 o co C3 CD Cn < Cn CD CD Sheet No: 4 Of 4