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SDP200100011 Plan - Approved 2001-04-12
PROJECT DATA: (7 ADA, 1. THE OWNER/CLIENT OF THIS PROPERTY IS: DISTRICT #2, BLDG. #1 70,000 0 408 (13 ADA, UNIVERSITY OF VIRGINIA FOUNDATION PHASE 1: CONSTRUCTION SHALL BEGIN UPON DISTRICT #2, BLDG. #2 41,778 0 133 465 CRESTWOOD DRIVE 4 LOADING) PLAN APPROVAL P.O. BOX 400218 WATER METER CHARLOTTESVILLE, VA 22903 MOTION CONTROL 47,200 0 >a TELEPHONE: (804) 982-4848 PHASE 2: CONSTRUCTION SHALL BEGIN WITHIN TOWN CENTER #2 70,000 0 350 FACSIMILE: (804) 982-4852 6 LOADING) 2. THE DEVELOPER IS: S.F. POWER/UTILITY POLE EDC TOTAL FIRST YEAR BUILDOUT REMAINING: 240,264 OF 500,000 S.F. -O- 1001 BOULDERS PARKWAY, SUITE 100 SQUARE FOOTAGE CONSTRUCTED PER YEAR OVERHEAD TELEPHONE LINE RICHMOND, VIRIGINIA 23225 UNDERGROUND TELEPHONE 1996 TELEPHONE: (804) 982-4848 — — UGP - ROOF DRAIN—RD FACSIMILE: (804) 982-4852 FENCE 3. THESE PLANS HAVE BEEN PREPARED BY: 1998 47,200 S.F. SWALE/DITCH DRAPER ADEN ASSOCIATES 1999 149,736 S.F. 8090 VILLA PARK DRIVE RICHMOND, VA 23228 STREET LIGHT 4 TELEPHONE: (804) 264-2228 *PROPOSED STEEP SLOPE FACSIMILE: (804) 264-8773 HOSE BIB 4. SOURCE OF INFORMATION: FLOW LINE • •—•- COUNTY RESEARCH AND/OR OWNER PROVIDED. A 5. SOURCE OF SURVEY: 3. MODIFICATION OF SECTION 4.12.7.2(B) OF THE ZONING ORDINANCE: DRAPER ADEN ASSOCIATES (FIELD SURVEY) SPACE REQUIREMENT GAS LINE JIM BELL (AERIAL TOPOGRAPHY) ELECTRICAL LINE E E DATUM: USGS-NGS 29 T T 6. NORTH FORK IS COMPRISED OF: TAX MAP: 32 PARCELS: 6A ZONING: PD -IP, THIS PROPERTY LIES WITHIN AIRPORT IMPACT AREA (AIA) PROFFERS: AS LISTED IN PROFFER STATEMENT BY UNIVERSITY OF VIRGINIA REAL ESTATE FOUNDATION, MARCH 21, 1996, REF. ZMA-95-04, ZMA-98-27 7. BUILDING STATISTICS: BUILDING NO. 1 BUILDING NO. 2 BUILDING SQUARE FOOTAGE: 70,000 S.F. 41,778 S.F. FLOOR AREA RATIO: 0.41 (BASED ON LEASE AREA)0.33 (BASED ON LEASE AREA) MAXIMUM BUILDING HEIGHT: 56.0 FT. 56.0 FT. INDUSTRIAL & COMMERCIAL USE: 0 SF LOT COVERAGE: (LEASE AREA) BUILDING No. 1 BUILDING No. 2 BUILDING: 23,333 S.F. 14% 20,889 S.F. (17% PARKING AND DRIVEWAYS: 89,275 S.F. 52%) 51,198 S.F. (39%) LANDSCAPED AND UNDEVELOPED AREAS:57,712 S.F. (34%) 74,838 S.F. (58%) MAXIMUM IMPERVIOUS AREA: 112,608 S.F. (66% 53,664 S.F. (42%) LEASE AREA: 3.91 Ac. 2.95 Ac. PROPOSED USE: GENERAL OFFICE GENERAL OFFICE/LAB NOTE: HAZARDOUS MATERIALS: NO HAZARDOUS MATERIALS, INCLUDING MEDICAL WASTES, SHALL BE DISPOSED OF WITHIN THE PROJECT. 8. PARKING STATISTICS: BUILDING NO. 1 BUILDING NO. 2 1 SPACE PER 200 SQ. FT. OF NET FLOOR SPACE GROSS FLOOR SPACE= 41,778 SQ. FT. GROSS FLOOR SPACE= 70,000 SQ. FT. NET FLOOR SPACE=80% GFS=33,422 SQ. FT. NET FLOOR SPACE=80% GFS=56,000 SQ. FT. REQUIRED SPACES: REQUIRED SPACES: 280 OFFICE SPACE: 5 SPACES/1000 SF (NET) REQUIRED LOADING SPACES: 7 12,775 SF (GROSS), 10,220 SF (NET) PARKING PROVIDED: 51 SPACES REQUIRED REGULAR: 400 LABORATORY SPACE: ADA ACCESSIBLE: 8 . 2 SPACES PER LAB MODULE TOTAL SPACES: 408 25 MODULES LOADING SPACES: 4 (PER WAIVER REQUEST) 50 SPACES REQUIRED REQUIRED SPACES: 101 PARKING PROVIDED: REQUIRED LOADING SPACES: 4 REGULAR: 611 SPACES PARKING PROVIDED: ADA ACCESSIBLE: 18 REGULAR: 128 ADA ACCESSIBLE: 5 GRAND TOTAL: 629 SPACES TOTAL SPACES: 133 LOADING SPACES: 4 TOTAL LOADING SPACES 8 SPACES NOTE: EXCESS SPACES FOR FUTURE USE: 9. STANDARDS AND SPECIFICATIONS: REGULAR: 83 1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ADA ACCESSIBLE: 5 ROAD AND BRIDGE SPECIFICATIONS 1993, 1994. 2. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 3RD EDITION, 1992. 3. ALBEMARLE COUNTY SERVICE AUTHORITY, GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, JANUARY 15, 1998. 4. THE UNIVERSITY OF VIRGINIA FOUNDATION NORTH FORK DESIGN CODE, MAY 28, 1998. 10. THIS IS AN INTERNAL PARCEL TO THE NORTH FORK OFFICE PARK. ADJACENT OWNER & PARCEL INFORMATION SHOWN ON DRAWING C-2. 11. NORTH FORK RESEARCH PARK TOTAL BUILDOUT STATISTICS TOTAL SUPPORT COMMERCIAL PROVIDED SITE SQ. FOOTAGE SO. FOOTAGE PARKING PRA BUILDING 80 000 0 373 (8 ADA 8 LOADING) - UIL 11FA OFAI'LVAIN A I TOWN CENTER #1 69,736 0 283 (7 ADA, 6 LOADING) PHASING TIMING: DISTRICT #2, BLDG. #1 70,000 0 408 (13 ADA, 4 LOADING) PHASE 1: CONSTRUCTION SHALL BEGIN UPON DISTRICT #2, BLDG. #2 41,778 0 133 (5 ADA, 4 LOADING) PLAN APPROVAL MICROAIRE 26,000 0 WATER METER 8 MOTION CONTROL 47,200 0 >a FIRE HYDRANT PHASE 2: CONSTRUCTION SHALL BEGIN WITHIN TOWN CENTER #2 70,000 0 350 (8 ADA, 6 LOADING) 3 YEARS OF PLAN APPROVAL TOTAL BUILDOUT REMAINING: 2,740,264 OF 3,000,000 S.F. POWER/UTILITY POLE 0 TOTAL FIRST YEAR BUILDOUT REMAINING: 240,264 OF 500,000 S.F. -O- OVERHEAD POWER LINE SQUARE FOOTAGE CONSTRUCTED PER YEAR OVERHEAD TELEPHONE LINE T— — —T— UNDERGROUND TELEPHONE 1996 UNDERGROUND POWER — — UGP - ROOF DRAIN—RD 1997 26,000 S.F. FENCE CG -12 (HANDICAP RAMP) 1998 47,200 S.F. SWALE/DITCH -- 1999 149,736 S.F. RIPRAP 2000* 180,000 S.F. STREET LIGHT 4 PARKING LOT LIGHT POLE *PROPOSED STEEP SLOPE HOSE BIB 12. WAIVERS GRANTED BY ALBEMARLE COUNTY PLANNING COMMISSION: ILIMITS OF CLEARING & COMSTRUCTION FLOW LINE • •—•- 1. SECTION 4.2.3.2 OF THE ZONING ORDINANCE: DISTURBANCE OF CRITICAL SLOPES A 2. SECTION 4.12.6.5(C) OF THE ZONING ORDINANCE: CURVILINEAR PARKING �- 3. MODIFICATION OF SECTION 4.12.7.2(B) OF THE ZONING ORDINANCE: LOADING SPACE REQUIREMENT GAS LINE VICINITY MAP ChAR, TrES Eiy V/CL,E-, 4 G`--- A/RppRT E r SHEET INDEX: SHEET TITLE i SCALE 1"=2500' SHEET NO, COVER SHEET ............................ • .......C-1 OVERALL INFORMATION SHEET ........ • .. • • • , • „ ,C-2 NOTES..........................................0-3 DEMOLITION AND EROSION CONTROL PLAN ........ C-4, 4A COMPOSITE EROSION & SEDIMENT CONTROL. PLAN .0-4B SITE UTILITY, PLAN ..................... • • • • , , • , , ,C-5, 5A GRADING PL. AN..................................0-6, 6A DETAILS. .. . ............................... .C-7, C-8, C-9 PROFILES. , C-10 THRU C-13 LANDSCAPE & LIGHTING PLAN... • ......... . ..... .L-1 LANDSCAPE NOTES & DETAILS .................. . L-2 LIGHTING PHOTOMETRIC PLAN ................. .L-3 TOTAL NUMBER OF SHEETS: 19 Draper Aden Associates Blacksburg * Richmond, Virginia Engineering * Surveying * Environmental Services MARCH 612000 REVISED: MARCH 13, 2001 PROJECT No. R99130.20L LEGEND EXISTING FEATURES: DROP INLET & STORM SEWER STORM SEWER & MANHOLE --------- SANITARY SEWER & MANHOLE — — —Q— — — CLEANOUT o WATERLINE ----------W---------- WATER VALVE WATER METER 8 CHECK VALVE >a FIRE HYDRANT -6 WELL (POTABLE) O GAS VALVE o GAS DRIP 6 POWER/UTILITY POLE 0 LIGHT POLE/STREET LAMP -O- OVERHEAD POWER LINE —E— — —E -- OVERHEAD TELEPHONE LINE T— — —T— UNDERGROUND TELEPHONE — —UGT- - UNDERGROUND POWER — — UGP - EDGE OF PAVEMENT TELEPHONE PEDESTAL Q GAS LINE - _G- TREELINE GUARDRAIL----�----� SETBACK/EASEMENT/BUILD TO LINE PROPERTY/ROW LINE - - — CONTOUR ---------------------- INDEX CONTOUR ---------10----------- CURB AND GUTTER FENCE LINE —X X X—X X—X- REDUCER 0 SIGN —v— DEMOLITION & EROSION CONTROL REMOVE TREE A' r REMOVE ASPHALT/GRAVEL REMOVE CURB & GUTTER SILT FENCE DIVERSION DIKE CONSTRUCTION ENTRANCE PROPOSED FEATURES: CG -6 CG -6R CONCRETE HEAVY DUTY PAVEMENT LIGHT DUTY PAVEMENT DRAINAGE DIVIDES M= 7, PROPOSED CONTOURS 100 DROP INLET & STORM SEWER STORM SEWER & MANHOLE SANITARY SEWER & MANHOLE S • CLEANOUT • WATERLINE W WATER VALVE e WATER METER O FIRE HYDRANT --�- ROOF DRAIN—RD —►—RD FENCE CG -12 (HANDICAP RAMP) /T—N SWALE/DITCH -- RIPRAP STREET LIGHT 4 PARKING LOT LIGHT POLE EED B STEEP SLOPE HOSE BIB ILIMITS OF CLEARING & COMSTRUCTION FLOW LINE • •—•- REDUCER A SIGN �- SPOT ELEVATION GAS LINE - G — — .G— - ELECTRICAL LINE E E TELEPHONE LINE T T EDGE OF PAVEMENT TREE PROTECTION Tp —�--A=— TEMPORARY SEDIMENT BASIN B 0::`� TEMPORARY SLOPE DRAIN SD --- OUTLET PROTECTION OP o g 0 INLET PROTECTION (p DUST CONTROL SOIL STABILIZATION BLANKET & MATTING / DERARTMEM7 OF PEA?VNTi'r- AND COMMUNITY tE V\ ' OPMENT 01 l /2.9/•C O / oll DEPARTMENT OF E IN RING A"61 C.I. 1 1,7 d PARTMENT F ZONING (f Mf FI OF ICER d! \RLE UI TY SERVI EAUTHORITY — V - /V_ VIRGINIA DEPAR ME OF HEALTH /V DEPARTMENT OF TR SPORTATION \1�1� BUI G ICIAL 1115,04waAT opt 3113101 ALT H pj brfA GLENN W. CUSTIS CERTIFICATE No. a 8039 $w AR�FE S S 101; ?EuTS`.R99,,?99t30`,R99?30-7_C' ,Sti'-1 0_c5 4(L�1: N/F SNOWW LLARD C. D.B. 65�, PG. 477 TAX MAP: 32-04-U ZONED: RA N/F DEROS L) 6ARD A. D.B. 1064, PG. 279 TAX MAP: 32-04-1-2 ZONED: RA RA N/F SOURS GRANVLILLE R. & MARGIE L Lt.B. 378, PG. 377 TAX MAP: 32-04-1-3 ZONED: RA RA N/F SOURS GRANVLILLE R. & MARGIE L 6.B. 369, PG. 277 TAX MAP: 32-04-1-4 ZONED: RA RA N/F SOURS GRANWLLE R. & MARGIE L d.B. 387, PG. 379 TAX MAP: 32-04-1-5 ZONED: RA i N/F DEBU S):RICHARD H. D.B. 532, PG. 66 TAX MAP: 32 -04 -HO ZONED: RA RA(5) : N/F DEB , ARD H. D.B. 532, PG. 66 TAX MAP: 32 -04 -FO ZONED: RA N/F BATTO�,3)6AISY J. D.B. 352, PG. 173 TAX MAP: 32 -04 -DO ZONED: RA N/F SHAW, LI N8101�PG 4b9 WILSON N/F LEAKE MEREDITH C. OR LINDA W. TAX MAP: ' 32 -04 -CO b.B. 653, PG. 67 ZONED: RA TAX MAP: 32 -09 -GO ZONED: RA N/F W.,2 -"':CK, ALLAN B. & ADA M. D.B. 1202, PG. 74 TAX MAP: 32-09-80 N/F GENERAL REALTY INC. D.B. 784, PG. 573 TAX MAP: 32 -04 -JO ZONED: RA f N/F GENERAL REALTY INC. D.B. 784, PG. 573 TAX ZAOPNED:32RA4-00�-.. N/F LUCERO VARILYN D.B. 971, OG. 352 TAX MAP: 32-04-RO / ZONED: RA N/F FRAZER SCOTT T. & WENDY H. D.B. 1784, PG. 453 TAX ZONED 32 -04 -SO - N/F ZUBY, DAVID S. & LINDA C. N/F KERN, JOHN .& CATHY L D.B. 1379, PG. 142 D.B. 1829,. PG. 367 TAX MAP: 32-102-00 TAX MAP: 32 -04 -NO ZONED: RA ZONED: RA N/F KEMPER CHRISTINP.N/F BECKMAN MARK A. & GAILL.N�D.B. 1583, PG. 18D.B. §05, PG. 614 TAX MAP: 32-103TAX MAP: 32 -04 -PO ZONED: RAZONED: RA N/F DESMOND, SCOTT A. & DENISE L ' D.B. 1474, PG. 241 TAX MAP: 32-77-00 ZONED: RA N/F REGION TEN COMMUNITY SERVICES D.B. 1119, PG. 116 TAX MAP: 32-76-00 ZONED: RA N/F RICOTTA, PETER J. & AMY S. D.B. 1148, PG. 504 TAX MAP: 32-75-00 ZONED: RA 6 w 4 ZONED: RA N/F MORRIS C.A. & RUBY S. D.B. 1541, PG. 455 TAX MAP! 32 -09 -KO ZONED: RA- m FUTURE j e �' '"` BUILDING #2 I N/F LOFTON, KENNETH L &GAY N. tt "~ TAX MAP 32-6A t D.B. 1541, PG. 455 ; :: FUTURE TAX MAP: 32-09-00 BUILDING #1 ZONED: RA 12 ti N GRAF MARGARET L \ r - _ QUAIL IRU { D.B. 15b3, PG. 594 ;= p \� TAX MAP: 32 -09 -HO N/F BRESLIN, THOMAS J. & DALE 4 . _ s1 9 = D.B. 1439 53 / ZONED: RA D.B. 1166, PG. 26 TAX MAP: 32 -19 -AO ZONED: U N/F COOKE DAVID F. & PATRICIA H. D.8. 1760, PG. 631 TAX MAP: 32 -19 -AI ZONED: LI N/F UNIVERSAL TEST EQUIPMENT, INC. D.B. 1306, PG. 123 TAX MAP: 32-19-B2 ZONED: U i N/F JEFFERSON NATIONAL BANK HOVIA D. 1124 PG. 39 TAX MAP: ' 32 -19 -CI ZONED: U N/F CRUTCHFIELD CORP. N D.B. 814, PG. 350 TAX NED32109-CO N/F MILLER, JAMES B. & LUCILLE TIRRELL D.B. 913, PG. 336 TAX Z N D: 3 RA 9 -DI N/F BR93HIDCORP. L TAX MAP: 32 -09 -DO ZONED: U N/F GOLD LEAF LAND TRUST NO. 3 WENDELL W. WOOD TRUSTEE D.B. 1745, PG. 696 TAX MAP: 32-17-00 ZONED: LI `N GADD, POLLY A. / TAX MAP 9' 32.04$ QO ZONED: RA rD.B 04,1 123 TIM -M -N/F MORRIS, MICHAEL G. & LEANNE M. D.B. 1482, PG. 72 TAX MAP: 32-100-00 ZONED: RA O• N/F WEBSTER, WARREN J. & RUTH N. TAX MAP 32-6A D.B. 1601, PG. 504 TAX MAP: 32-101-00 ZONED: RA ` t *PP 139 's N/FHECHT, S9DNEY M. D.B. 1251, P'G. 512 r TAX MAP: 352 -04 -AO / ZONED: RA 1 l N/F WOODBRIAR ASSOCIATES TAX MAP: h556 GG�00 100 1 f ZONED: PRD N/F BADGER FIRE PROTECTION, INC. D.B. 1481, PG. 356 MAP TAX : 32 -05 -BO ZONED: U N/F HYMAN, ELLIOT L TRUST CHARLES D. HYMAN, TRUSTEE D.B. 1238, PG. 590 -- TAX MAP. 32 -05 -AO ZOED: RA N/F VIRGINIA LAND TRUST CHARLES WM. HURT & SHIRLEY L FISHERS TRUSTEES ;� �� _ --� ''.'�_ ' ,• D.B. 1136, Pg. 411 TAX ZONED 32 -22 -KO /� .=' /��✓ N/F TOW&SA�NNEJEHN W. & D.B. 1172, PG. 301 TAX MAP: 32 -22 -BO ZONED: LI ' D.B. 143, P6. 53 (.. �� '� \ N/F FREEMAN, MADELINE S. TAX M �_ 3 PDIP-° -./ , �s� D.B. 609 PG. 276 \ TAX NAP:' 32-22-U N/F MICROAIRE SURGICAL ,/ 1 ,-'�/ \ ¢'O� z TONED' R-1 INSTRUMENTS INC. ( / D.B. 1529, Pk 34 TAX ZONED: 3 WDIP-00 z (' i N/F SMITH, LOYD E. & WILMA L D.B. 1802, PG. 682 TAX MAP: 32-18-00 ZONED: RA IM lo.`N/F BEARD, C.. RAY TRUSTEE OF THE C. RAY BEARD LIVING TRUST ' o� D.B. 1657, PG. 626 --,TAX MAP': 32-22-10 h ZONED: LI SHED VN/F HALL, LARRY B. &BARBARA A. D.B. 1252, PG. 280 TAX MAP: 32-67-00 ZONED: RA N/F D B NNA PART 29S L.P. TAX MAP: 32A-22-00 ZONED: U ----N/F MARSHALL4 JERRY L & MOLLY S. tt D.B. 362, PG. 268 TAX MAP: 32A-10-90-11-00 TAX MAP Z014ED: R-1 32-6A N/F MARSHALL, JERRY L & MOLLY S. 10 D.B. 707 PG. 112 TAX MAP: 324 -10 -BO -10-00 ZONED: R-1 N/F / MARSHALL. BERNARD. E. & TOMOKO S. D.. 1586, PG. 434 TAX MAP: 32A -10 -BO -98-00 ZONED: R-1 OB N/F LOHR EDWARD J. D.B. 1558, PG. 79 TAX MAP: 32A -10 -BO -9A-00 s ZONED: R-1 9A N/F GARWOOD, A. BRUCE, JR. & FRANCES H. D.B. 1464, PG. 632 AIRPORT ACRES TAX MAP: 32A -10 -BO -08 -AO D.B. &%M 193 ZONED: R-1 8B N/F BANTON JIMMY B. D.B. 611, PG. 393 8A TAX MAP: 32A -10 -BO -08-00 ZONED: R-1 7 N/F BREWER, CARL D. & LYNNE EDGELL TAX MAP 32A10 BO 07-00 ZONED: R-1 6 N/F SHIPP, GEORGE D. OR BARBARA A. TAX MAP * 32410 BO 06-00 5 ZONED: R-1 N/F HENSLEY KELLY L OR BARBARA A. i D.8. 1018, PG. 497 TAX MAP: 32A-10-90-05-00 N/F MAUPEN, JANET M. ZONED: R-1 D.B. 1557, PG. 289 TAX MAP 32 -20 -FO PAD BLDG. REMAINS O PAD 8 ED (40- 5,��, --9'X9'..__--- i 8'X8' SHEDS (� DETAIL °A" \ NOT TO SCALE 7.4' / 6.10' \\> MOBILE HOME AREA TABULATION TAX MAP PARCEL 32-19 (GROSS) ...... 289.83917Ac. LESS TAX MAP 32-19C ............. 4.86236Ac. LESS TAX MAP 32-19D ............. 4.00232Ac. LESS QUAIL RUN (60' WIDE) ..... 0.89436Ac. TOTAL NET AREA = ............................. 280.08013k TAX MAP PARCEL 32-4B (GROSS) ...... 186.87247Ac. LESS TAX MAP PARCEL 32-6A .... 3.00009Ac. TOTAL NET AREA = ............................. 183.87238Ac. TAX MAP PARCEL 32-06 ....................... 49.48365Ac. TAX MAP PARCEL 32-6A ....................... 3.00009Ac. TOTAL NET AREA = ................. I........... 516.43625Ac. TAX MAP PARCEL 32-2281 ...... 5.09432Ac. TAX MAP PARCEL 32-22B2 ...... 2.0113OAc. �ALTH OF QTR oA" <� GLENN W. CUSTIS CERTIFICATE No. x SKM �• 9 �r 8039 tiz ft 034028 A <J� 13�Q� R�FESSIO�Ay .- Draper .Aden Associates DESIGNED: CMS DRAWN: SEK • N/F UNITED STATES POSTAL SERVICE P:\PROJECTS\R99\R99130\R99130-20\dwg\C99130-20-0i.dwg SCALE: 1"=400, D.B. 1659, PG. 179 CHECKED: GWC NORTH FORK RESEARCH PARK, DISTRICT #2, OFFICE BUILDINGS #1 & #2 TAX Z NED32-41-D2 , .• NA WRIGHT, JOSEPH W., JR. S%,4 DATE: 3/6/00 DAVID P. TURNER PLAN N0. T-R99130.20L D.B. 1360, PG. 271 TAX ZONED:32RA1-00 j�+ pRFS�R� R��p�Qv'C ,,/ d lo.`N/F BEARD, C.. RAY TRUSTEE OF THE C. RAY BEARD LIVING TRUST ' o� D.B. 1657, PG. 626 --,TAX MAP': 32-22-10 h ZONED: LI SHED VN/F HALL, LARRY B. &BARBARA A. D.B. 1252, PG. 280 TAX MAP: 32-67-00 ZONED: RA N/F D B NNA PART 29S L.P. TAX MAP: 32A-22-00 ZONED: U ----N/F MARSHALL4 JERRY L & MOLLY S. tt D.B. 362, PG. 268 TAX MAP: 32A-10-90-11-00 TAX MAP Z014ED: R-1 32-6A N/F MARSHALL, JERRY L & MOLLY S. 10 D.B. 707 PG. 112 TAX MAP: 324 -10 -BO -10-00 ZONED: R-1 N/F / MARSHALL. BERNARD. E. & TOMOKO S. D.. 1586, PG. 434 TAX MAP: 32A -10 -BO -98-00 ZONED: R-1 OB N/F LOHR EDWARD J. D.B. 1558, PG. 79 TAX MAP: 32A -10 -BO -9A-00 s ZONED: R-1 9A N/F GARWOOD, A. BRUCE, JR. & FRANCES H. D.B. 1464, PG. 632 AIRPORT ACRES TAX MAP: 32A -10 -BO -08 -AO D.B. &%M 193 ZONED: R-1 8B N/F BANTON JIMMY B. D.B. 611, PG. 393 8A TAX MAP: 32A -10 -BO -08-00 ZONED: R-1 7 N/F BREWER, CARL D. & LYNNE EDGELL TAX MAP 32A10 BO 07-00 ZONED: R-1 6 N/F SHIPP, GEORGE D. OR BARBARA A. TAX MAP * 32410 BO 06-00 5 ZONED: R-1 N/F HENSLEY KELLY L OR BARBARA A. i D.8. 1018, PG. 497 TAX MAP: 32A-10-90-05-00 N/F MAUPEN, JANET M. ZONED: R-1 D.B. 1557, PG. 289 TAX MAP 32 -20 -FO PAD BLDG. REMAINS O PAD 8 ED (40- 5,��, --9'X9'..__--- i 8'X8' SHEDS (� DETAIL °A" \ NOT TO SCALE 7.4' / 6.10' \\> MOBILE HOME AREA TABULATION TAX MAP PARCEL 32-19 (GROSS) ...... 289.83917Ac. LESS TAX MAP 32-19C ............. 4.86236Ac. LESS TAX MAP 32-19D ............. 4.00232Ac. LESS QUAIL RUN (60' WIDE) ..... 0.89436Ac. TOTAL NET AREA = ............................. 280.08013k TAX MAP PARCEL 32-4B (GROSS) ...... 186.87247Ac. LESS TAX MAP PARCEL 32-6A .... 3.00009Ac. TOTAL NET AREA = ............................. 183.87238Ac. TAX MAP PARCEL 32-06 ....................... 49.48365Ac. TAX MAP PARCEL 32-6A ....................... 3.00009Ac. TOTAL NET AREA = ................. I........... 516.43625Ac. TAX MAP PARCEL 32-2281 ...... 5.09432Ac. TAX MAP PARCEL 32-22B2 ...... 2.0113OAc. �ALTH OF QTR oA" <� GLENN W. CUSTIS CERTIFICATE No. x SKM �• 9 �r 8039 tiz ft 034028 A <J� 13�Q� R�FESSIO�Ay .- Draper .Aden Associates DESIGNED: CMS DRAWN: SEK OVERALL INFORMATION SHEET REVISIONS: P:\PROJECTS\R99\R99130\R99130-20\dwg\C99130-20-0i.dwg SCALE: 1"=400, Blacksburg • Richmond, Virginia CHECKED: GWC NORTH FORK RESEARCH PARK, DISTRICT #2, OFFICE BUILDINGS #1 & #2 FEBRUARY 28, 2001 MSPA SUBMITTAL MARCH 13, 2001 PER ENGINEERING DEPT. COMMENTS C-2 Engineering • Surveying • Environmental Services DATE: 3/6/00 ALBEMARLE COUNTY, VIRGINIA PLAN N0. T-R99130.20L REVISION NOTES MAY 10, 2000: UPDATED ADJOINER INFORMATION, DWG. C-2 REVISED GRADING & EROSION CONTROL OUT OF ALL BUFFERS UPDATED D.B. & PG. REF. FOR ALL UTILITY EASEMENTS FIRE LANE MARKINGS GENERAL WATER AND SEWER CONDITIONS 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 CONTRACTOR SHALL, ON HIS OWN INITIATIVE, 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 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 FT. OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATERLINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FIXTURE EXTENSION OF THE LINE. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, INSPECTIONS, BONDS, AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH LOCAL AND STATE POLICY. 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 ABBREVIAITED VDOT). 2. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS 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. MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2:1, WHERE POSSIBLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP, OR STABILIZTION MAT LINED DITCH MAY BE REQUIRED WHEN, IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR HIS DESIGNATE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE SURVEY. THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, AND MATERIAL SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER OF ANY ERRORS, OMISSIONS, OR DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH WORK. 7. DEVIATIiONS FROM, OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED, UNLESS OTHERWISE APPROVED BY THE ENGINEER. 8. THE PLAN DOES NOT GUARANTEE THE EXISTENCE OR NON-EXISTENCE OF UNDERGROUND UTILITIES. PRIOR TO ANY CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF, OR NON-EXISTENCE OF, UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 9. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UTILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO THE PLANS IF NECESSARY. THE EXISTENCE AND/OR LOCATION OF UTILITIES SHOWN ON THESE PLANS MAY BE ONLY APPROXIMATELY CORRECT AND THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN HEREON AND ANY OTHER EXISTING UTILITIES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS OWN EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. IF A UTILITY IS DAMAGED DURING CONSTRUCTION, STOP WORK IMMEDIATELY AND NOTIFY THE ENGINEER. 10. RELOCATION OF ANY UTILITIES SHALL BE AT THE OWNER'S EXPENSE AND COMPLETED WITH THE SITE WORK. THE DEVELOPER SHALL BE NOTIFIED AS TO THE RELOCATIONS REQUIRED PRIOR TO THE START OF CONSTRUCTION. 11. THE CONTRACTOR SHALL PROPERLY SECURE THE CONSTRUCTION AREA AT ALL TIMES AGAINST UNAUTHORIZED ENTRY AND SHALL ADEQUATELY PROTECT EQUIPMENT, MATERIALS, AND COMPLETED WORK FROM THEFT AND VANDALISM. THE OWNER IS NOT RESPONSIBLE FOR THE LOSS OF ANY MATERIAL STORED AT THE SITE. 12. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILTY, REAL AND ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM "THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER." 13. ANY DAMAGE TO EXISTING PHYSICAL FEATURES (WALKS, LIGHTS, CURBS, PLANTS, ETC.) SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. REPAIRS OR REPLACEMENT SHALL BE MADE AS NECESSARY AT NO COST TO THE OWNER. 14. ALL TURF AREAS THAT ARE IMPACTED OR DISTURBED BY CONTRACTOR VEHICLES, EQUIPMENT, OR ACTIVITY SHALL BE REPAIRED, REGRADED, AND RESEEDED. 15. AN APPROVED SET OF PLANS AND ALL APPLICABLE PERMITS -OUST BE MAINTAINED BY AND MADE AVAILABLE AT THE CONSTRUCTION SITE BY THE CONTRACTOR. 16. BEFORE BURNING, BLASTING OR TRANSPORTATION OR STORAGE OF EXPLOSIVES, THE CONTRACTOR SHALL OBTAIN ALL REQUORED PERMITS. 17. THE CONTRACTOR SHALL PERFORM ALL WORK USING DIMENSIONS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL NOT USE SCALES, RULERS, DIVIDERS, MAP WHEELS OR OTHER MEASURING DEVICES TO DETERMINE SPATIAL RELATIONSHIPS ON THESE DRAWINGS. 18. CONTROLLED FILLS SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY METHOD 'A' PER STANDARD PROCTOR AASHTO-T99, ASTM D-698, OR VTM-1, AS APPLICABLE. DENSITY SHALL BE CERTIFIED BY A PROFESSIONAL ENGINEER. THE PREPARATION OF A GEOTECHNICAL REPORT, IF MORE STRINGENT, SHALL SUPERCEDE THE REQUIREMENTS STATED ABOVE. 19. CONTRACTOR SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITIES IN THE AREA OF PROPOSED EXCAVATING OR BLASTING AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) WORKING DAYS, PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION. 20. THE ENGINEER SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK SHOWN ON THESE PLANS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S SCHEDULE, FAILURE TO CARRY OUT THE WORK, IS NOT RESPONSIBLE FOR ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS, THEIR AGENTS AND EMPLOYEES, OR ANY OTHER PERSON PERFORMING PORTIONS OF THIS WORK. 21. THE APPROVAL OF THESE PLANS SHALL IN NO WAY RELIEVE THE CONTRACTOR, OR THEIR AGENTS OF ANY LEGAL RESPONSIBILITY WHICH MAY BE REQUIRED BY THE CODE OF VIRGINIA OR ANY ORDINANCE ENACTED BY ALBEMARLE COUNTY. SITE CONSTRUCTION 1. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION LIMITS OF PAVED AREAS. 2. CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE WITH THE VIRGINIA LITTER CONTROL ACT. NO LESS THAN ONE LITTER RECEPTACLE SHALL BE PROVIDED AT THE CONSTRUCTION SITE. 3. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGE DITCH OR DRAINAGE OUTFALL. PIPE SHALL BE MIN. 6" DIAMETER AND CONFORM TO VDOT STANDARD SB -1. NOTIFY ENGINEER IN ALL CASES. 4. ALL BASE, SUBBASE, AND SUBGRADE MATERIAL SHALL BE COMPACTED AT OPTIMUM MOISTURE CONTENT WITHIN A 2% TOLERANCE. 5. ALL FINISHED GRADING, SODDING, SEEDING, OR PAVINGSHALL BE DONE IN SUCH A WAY TO PREVENT WATER FROM PONDING ON THE SITE, PARTICULARLY ADJACENT TO BUILDINGS AND STORM STRUCTURES. MISCELLANEOUS 1. SURVEY DATUM: USGS - NGS 29. MEAN SEA LEVEL = 0.00. 2. CONTOUR INTERVAL: 2.0 FT. 3. BENCHMARK #1: N3942596.99, El 1501680.66 BENCHMARK #2: N3942315.35, El 1502377.23 EROSION AND SEDIMENT CONTROL NOTES 1. ES -1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 2. ES -2. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 3. ES -3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. ES -4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. ES -5. PRIOR TO THE COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INDICATING, BUT NOT LIMITED TO, OFFSITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. ES -6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ES -7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. ES -8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. ES -9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY (AT LEAST DAILY) AND AFTER EACH RUNOFF - PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. THE CONTRACTOR WILL MAINTAIN A LOG OF INSPECTIONS, MAINTENANCE PERFORMED AND REPAIRS MADE FOR INSPECTION BY THE OWNER AND THE PLAN APPROVING AUTHORITY. 10. MS -1. [4(1)] PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. 11. MS -2. [4(2)] DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING '4EASURES. THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPOR"RY PROTECTION AND PERMANENT STNBILIZATION OF ALL SOIL STOCKP5!=1; ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. 12. MS -3. [4(3)] A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IN THE OPINION OF THE DIVISION OF SOIL AND WATER CONSERVATION OF THE DEPARTMENT OF CONSERVATION AND RECREATION, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. 13. MS -4. [4(-`] SEDIMENT BASINS AND TRAPS, (PERIMETER DIKES, SEDIMENT BARRIERS, AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING ACTIVITY, AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 13. MS -5. [4(5)] STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 14. MS -10. [4(10)] ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT - LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 15. MS -17. [4(17)] WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED) ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED 'TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. 16. MS -18. [4(18)] ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION, OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. NOTE: NO SINGLE USER SHALL REQUIRE MORE THAN 125,000 GALLONS PER DAY (AVG. DAILY CONSUMPTION) OF POTABLE WATER WITHOUT OBTAINING COUNTY APPROVAL (ZMA-95-04, PROFFER 4.4) pF OA y GLENN W. CUSTIS v n CERTIFICATE No. x �' 8039 mow. d w 0( ti t!POPR S S 16 A ®NAL P:\PROJECTS\R99\R99130\R99130-20\dwq\C99130-20-n dwq lir er AdenAssociates Blacksburg • Richmond, Virginia Engineering • Surveying • Environmental Services DESIGNED: CMS DRAWNRAWN : DAA CHECKED: GWc DATE: 3/6/00 NOTES NORTH FORK RESEARCH PARK, DISTRICT #2, OFFICE BUILDINGS #1 & #2 ALBEMARLE COUNTY, VIRGINIA REVISIONS: FEBRUARY 28, 2001 MSPA SUBMITTAL MARCH 13, 2001 PER ENGINEERING DEPT. COMMENTS SCALE: NO SCALE PLAN N0., T-R99130.20L C-3 N CONTROL NARRATIVE &, , /' f I ` � / , / / l Gjp S\G / /' I r \ �— \ _ _1 \ r ,., � 6 � } , ' , � \ \. \ f C011�ST UCTION SEQUENCE �.. STANDARD TREE PROTECTION NOTES nF / / l ' J; e,�6�.� g r/ ��� e o M� ` / J \\ \ \ \ / I ~\ / g 0 'S I r , / ( f .\ \ \ \ i / 1. A PRS -CON UCTION CONFERE E MAY BE REQUIRED. • h '` b j \ / / I l } \N�1 0 �z } / I �`0 /I/ f f f f I J , 1�? \ \ \ •i �' CON'1�ACT THE LINTY ENVIRO 7ENTAL INSPECTOR \ 1. NO LAND DISTURBING ACIIVTTIES MAY OCCUR ON SITE PRIOR 7. - / \ I \r. �gl / / I - / f f / ' ( \ \ \ ( To,�000RDINAT�. / I TO THE RELEASE OF THE CONSTRUCTION PLANS BY THE ALBEMARLE STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION FENCE / \ I �5, � I / f I / J� f - / f I 1 / f I r ` \ \ \ \ \ \ -� L- `\ COUNTY ENGINEERING DEPARTMENT, UNLESS SPECIFICALLY REQUIRED ATTACHED TO POSTS {PRE -WEATHERED WOOD, GALVANIZED STEEL, / \ t op 1 / � l / i f . I , .\ \ \ \ i 2. THIS IS A PHASED PROJECT. HE NTIRE SITE WILL IgE \ 1 TO INSTALL TREE PROTECTION MEASURES. IRON, OR THICK PVC PLASTIC), AT LEAST 40 ABOVE FINISH GRAQ \ \1 o I \ / r / \ I �' I f f f I // j AASS GRADED AS A FI T ST EARTHWORK. J \ l WITH SPAN BETWEEN POSTS NO GREATER THAN 6' ON CENT .: \\ ! f > � ; r \ I / i / /J l r I I� r \ \ \\ \\ \\ \ i l % ) _ � I % j � �� g \ 3 /INSTALL CONSTRUCTION ENTRANCE, TREE PROTECTION, & 1 � 2. A PRE -CONSTRUCTION MEETING IS REQUIRED EVERY NINTH POST SHALL CONTAIN A WARNING SIGN ; ; \ l `-' / f _; p \ �' I / I / I F 190 / 1 / x�' ,/ 0' \ Otte \ \ \ ! I DIVERSION DIKE AS A-FfRST STEP IN LAND PISTU BANCE. / f ; PRIOR TO THE RELEASE OF THAT CLEARLY IDENTIFIES THE \ 1 / / / \ ` I / / j / f l ,l 1I / / /` Ow '� G� \\ \ \ \ \ I 4. CONSTRUCT THE MPORARY SEDIMENT BASIN IN ACCORDANCE'',/ /CONSTRUCTION PLANS BY THE ENGINEERING DEPARTMENT PURPOSE OF THE FENCE (I.E. TREE PROTECTION FeING). ` - \ / / // \ / l r J I (�) r ; z' Q1 P\�}� \ \ WITH THE SAILS SHOWN ON THE CONST UCTIO�V DOCUQ+IENfiS. / 4;:: ~\ I / i f I l �� �� \ \ \ ! I THE SED ENT BASIN SHELL REMAINS IN PLACE FOR BOTH / ALL TREE PROTECTIVE FENCING MUST BE IN / -' �;, \ / I r 0 ; , a ' ' f , r I � . N`� , \ /- PLACE AND INSPECTED PRIOR TO COMMENCEMENT OF ANY • / \ \ \ �/ I ::: \ I / l I � o " / Q / ' i I l oo �'P \ I r I / (� 8 \ \ t \ / PHASES OF CONSTRUCTION. / / / / / \ \s I l I I N I f� I ' � E 11 / / ' t I \ \ \ \ \ / S. AFTER ALL EROSION CONTROL FEATURES HAVE BEE( INSTALLED, C LAND DISTURBANCE ACTIVITY. — --\ \ f \ f \ 14151�\ � \, � f '� / r I f ( � V r \ I t t\ � r I I / I j t \ \ \ \ `� �,/ BEGIN CLEARING 8� GRUBBING OF fI1E SITE. I \ 3. TREE PROTECTION MEASURES SHALL BE IN PLACE AT ALL TIMES 8. - \ \ mom 1 ~ I I I ✓ I I I ! ,' �I J f I \ \ \ \ \ � r s.- ROC ED WITH GRADING 6F THE SITE, BUILDING✓CO�NSTRUCTION, \ — _ �\ ` , .; , 4. °' -^= .' >. ,,,; r / \ \ \ \ \ ANb NFRASTRUCT a UTILITY INSTALLATION a• f::;w_ AND PROPERLY MAINTAINED UNTIL FINAL ACCEPTANCE OF THE PROJECT. SIX-INCH 6 WIDE 10 MIL VINYL .!CAUTION TAPE MOUNTED 40 INCHES _ _ \ ;.., �.. ;. I , z,;, / f I I ;i I t�I f I / ✓ / ` ,' \ ( r L If /�_ \ ABOVE GRADE ON PRE -WEATHERED. HARDWOOD STAKES SPACED - w ,- \ ` ` f � �" I a � ;., f I I l / j , ! t f� \Q\• \ \ .\ \ \7. AS HE SITE GRADI G PROCEEDS, THE CO.NT� .' T SHALL ) \ 4. WHEN THE PLAN REQUIRES A TREE PROTECTION DEVICE AND AN \� `,,, r f r I I I !' 0• �`� \ it NOT MORE THAN 15 FEET ON CbtER. THE TAPE SHALL BE OF , •, I i ti ' / J / \ \ M NTAIN THE USE OF THE SEDIMENT BASIN. IN BOTH CASES, \ \ EROSION CONTROL DEVICE THE EROSION CONTROL DEVICE SHALL BE «W 1°-;;' M° / f A HIGHLY VISIBLE COLOR (YEI,d.`flW), AND SHALL CONTAIN LANGUAGE - -.._ -- _ -_ _ -co __ c` " , ,: \ I . a. I 11 I / / ! r . f r \ \ `'THE CONTRACTOR SHALL AD�UST THE DIVERSION-9YKE A� I \ -,.t• _, ON THE UPGRADE SIDE OF THE TREE PROTECTION FENCING. THAT CLEARLY INDICATES THE OF THE DELINEATION �'` ::: �` l \ \ r I i I + 1 / f / r i, \ \ \ \ GRADING PROCEEDS. ,, \ ftp / •.• 47 \ 7 1 { : r \ \ r ( c�/ \ \ J ) } , I X� o , r \ ` ` - _ 8. A ER THE SITE HAS•.BEEN BROUSsH7 TO ROUGH GRA6E, % 5. THE INSTALLATION OF THE TREE PROTECTION FENCING MAY (I.E. TREE PROTECTION ZO .�). _ _ -_ __ ._ __� / ,� .,. \ ` �- } ' \ f ! / ! l 1 f ;' ' f �� \ \ \ \ \ \ CON i'INUE UTILLTIi`INSTALLAitON &.BEGIN COI�STRU ON `, \ ` REQUIRE MINOR DISTURBANCE OF VEGETATION TO CONDUCT \`nt'y \ f / \ \ 2 r: \ \ ■ ' ... \ — �' / / I ' 1 ' ; /' \ \ \ 7 OF THE PARKING LOT & ENTRANCE'ROAD. \ \ SURVEY OPERATION. THIS DISTURBANCE SHALL BE MINIMIZED } \ \ \ \ \ f \ cn z f I IIr 1' 1/ \ \ \ AS MUCH AS POSSIBLE. THE UMCTS OF TREE PROTECTION TEMPO `+ ,'° `t , \ w % J / I I ' ! r / ' I I \ 9. IN AR AS WHERET�IE COIyTRACTO HAS AD� THE t CONSTRUCTION \ � / r � o f o I / f ! r / g \ \ \ SHALL BE FLAGGED BY AND AUTHORIZED AND LICENSED SURVEYOR - -- - ' ' ` '`r r I ` f ; l I \ \ \ \ \ — DIVERSION DIKE TO MAINTAIN -THE HE USE OF E IMENTt ` \ \ BEEN PROPERLY CALCULATED. FENCE \ \' Y { \ \\. FFER _ / t �$ J Q AFTER THE LIMITS OF CLEARING HAVE t`' OUNDARY — I /v / � I I !� / / I 11'I } I \ \ \ \ \ \ BASIN, &A{STURBED ,SUPPLEMENTAL LEFT OUTS E E. TjF1E \ \ THE SURVEYOR WILL THEN USE A BUSH AXE TO CUT «ONES« IN it-, i , '- \ \ "� '<,, - APP�tO. L4C. FUTURE P7fiRCEL - ______ \ / / ._ /` I a I J I I f f f I I I 1 \ \ \ \ 2�, r \ \ DIVERS"iON, INSTALLPPLEMENTAL SILT E�VCE. \ \ \ \ A., �,.:: _ _ ._ _ - `` \ I I � I r-- m ! I f r f I � I 1 1 \ \ e',_�N__\ S\ SETTING UP THE ASSOCIATED CLEARING LIMITS. AFTER BEING FLAGGED,, \ �',: _ R _ \ \ I \ 10: COMPLETE CONS UCTION OF PARKING OT & ENT/ \ h # `\F ' '' _ "I \ I N I I # I I \ \ '9i` ` ROAD. 6`MPL FINAL GRADING OF T SITE,, & INST L I \ THE OWNER SHALL BE RESPONSIBLE FOR INSTALLATION OF THE � ,, ,, ;I ' ,,, '\.._ ' - \ \ � / I o I I I r __ _ ;: I ' I + I j I }, \ `\ \" s\ - PERMANE TABILIzATION MEASURE t I \ TREE PROTECTION FENCING AND SIGNAGE. / I I \ f.R:>°„`w' `� - - \ ` - 11. \ 1 I I �- I f I I� i ( 1 I \ -1 \F4 i \ -- \ � } = I \. \ � \ li. AFTER,�dNSTRUCfION IS CO PALET WITHIN OF 6. ALL PUBUC, SEMI-PUBLIC, OR PRIVATE UTILITY LINES MUST / ( ::::: s� \ \ \ I' ` , N J I I I I I, I I 1 I �" ,\ �✓\ \ P�iASE I, BEGIN P E CONSTRU N. \ UTILIZE THE LIMITS OF CLEARING AS INDICATED ON THIS PLAN. ` Q i` ; '" I I \ f , > `` \ i \ �N / I ;t I I I I IW I \ \ �\ ' .THE CONTRA O SAL REMOVE E SEDIME14 BAS As A BAST STEL Q- 1 I � _ \, ` . t / / I I I I + \ I \` ``\ LOPE AREAS HAVE BE N I I \ \ - \ \ 0 / I I I I I I 1 . I ) \ \ \` .� IN THEG ISG SRO 3 $� ON Y AFTER LL t `"- — — -- -., 2 I I : ' ` \ -- \ O- 0 ,: I t / I I I I '� j I I I I \ � ,STABILIZE FTER.UPS OPE AS HAVE STABI ZED, MUCK OUT — ---_ `- I "' "-�.:, \ `' l \ t I I I I I ti I \ \ IN LL SUpPLEME�d A SILT FENCE. REMOVE O I �, �. I. \ \ f JI I I I I \ \ \ THE SE 1 NT B/>1SIN \ '� I !\� I / i I i ' I I I I ` \ \ 'O R EE wrrM FILL G tHE SE IMENT BgSIN & / ,{T. 1I '. E �° 5�' �� o\i \ \ f / / I III I III I \ \ / \ _ 3 M DIA LY STABILIZE. \ \ } } \ i / � 1 '.4- I . 5\p\ \\ i , �( , I I I i I I I \ ''�<:�. ��R, 0 1 I r I I I \ , I �'' � 1 FTER STjtUCTION I COMPLETIE, COIF THE COON ENVIRONMENTAL _ — _ Ivy I='%` \ P=': \ SSR �6� - \ 1 `` I I, I I I J I , I I ' I \ \• \ -- - - _ PE R FOR FIN�►L'f ON.`{1PON�1P REM VE ALL REMAINING— . i ' \ ` , f' I i ` I \ "?" ;1 _____1 Oe ��. \ } I } 1 I I I ( I I \ I \ ` I \ TE RJfRY ER ON C TROL FEAT RES. \ L \ y. i {:. �l • \} 1 I } r l r= i I I I I I I 1\ \\ \\ 1 f f 9= C \\\ \ VI{F: \ \ r::., f �- -,1\ } I i }' \ ! I III q l! \ \\\\ ( 1-1 -' \ / o \ \ \ \ \ \ \ i' I IP \ \ i; - I ; , \ I I I �� ; c I \ \ \ \\ \\ I /' \ \ \ \ \ \\ 30 BUFFER -NO GRADING /` ---- r ! \ i 5 4 ` / - / \ \ \ �- y / LIMITS OF CLEARING l :F\ } ' i 0 ' I I I \ ( \ \ \ \ 4� -, -. OR LEAKING ,WITH CI ^' ,v!' - ;: <: , \ I I I l I , I I O ( } 1 \ - -- -- s •�o \ \, \ r l / AND GRADING x; 1 <, `N' ' I I ti \ \ t \ \ \ / , \ \ PLANNING CO MISSION , / , \ ''' I' o I } \ 1 \ r - _ \ \ M _/ \ / } .; \, _`; \ \�, \ �, I I # I / } I I v '\ 1� / I/ I I I ! \ \ \ \' \ \\ ✓ r ` - s \\ \\ \' \ \ APPROVAL, / / M ORARY / / / \ / I !;'E:;'. } \ r=x \ . _ \ �, \ l / I 1 J J \ 1 I I } r d '� ; N , , 1 \ \ \ \ \\ O \� r __ _ ^ \F�\ \ \ \ \ \ \ _ / CONSTRUCTION / / C F \ 1 < . I ,\ \ ', `.Y, � ` :> / J l n \ \ \ - \ \ \ / / I I I I } \ i \ \ �\ \ / \ \ \ ,> _ FENCE / ,,. '' IP \�,'x,; °tl %.;,:w \ `� / I I 1 ; I I I 'r't 1 I / I + i \ \ \ \ \\ �' .,- ...� ` -- - \ \ \ \ I Ix_ ,� 1 i , , \ \ \\ \ \ \ \ ? \ \ \ \ -- 1 1 . \ ; ° \ :.:' \ _ S66'24 08 E - - - \ •< \ / / < i t g 1 \ / \ \ _ \ ` \ / / ` r % I - 255.51' - - , I \ \ I--! ,r o / 1 , I '� / I \ of a J i 1 \i \ ` \ ���� ! 'F I \ \ \� /\ \ �- �` \ \ \ \ \ ._ - _ - r I 'BUILDING PARKA G / 30 -BUFFER ?ONE t_• \ \ M.. -- --- / ! , __ l 50 / \.v,r`' \ ,::a„-; I , ' , !� I j � I \ ` \ t RIGHT OF WA LING \ \ \ 1 \ \ \. �' 11 !\., \ \ \ \ \ \ CK_ _ _._ ___ __. : w. _ _ �< \ \ \ t . \ \ _ _ _ '” I ( / f i I r \ I i i / 0 LITY EASEMENT \ \ \ \ \ 4, \ \ \ry ` ! , \ a \ CF /' \ E"- / __ I L:', _..... ....'" \ \ \I \ <`:" / I i \ 0 )LOIN \ \ \ \ \ �\ \ \ \� �\ I D o I � I v PARKIN S C t \ \�� `9� \ \ \ \ \ \/I I P o writ \ \ \ \ _ -- _' :: \: ' p \ 1 I 1 / I I ( 5 9 \ \ \ 5 _ _ _ \ / r I / E�ASEM f �F. g \ \ \ \ \ \ \ \ _ 11 __ il w . 4 \� _ f '' i H (3 [�:/ / \ I ( i ( I \ �' G�\a X09 1 t p ��\ \ \ �, \ \ \ \\ \�\ \ \ ` �' m I '` / \ \ 81".DING 2 \ .F' <, - I 1 r j \ �o� ,\61 e�- J� Ii \ \ \ \ \ t \ - - F€:` / I UILDING \ \ PHASE 1 2 CONSTRUCTION o / r J '' ! t 2<' :iIORY B . 5, , '4 ' ' �5a \\ ( 1 r \ �\ �4.�� �` �1 �1 ' �� \ \ \ \ , \ M I r \`' 1•-; fi;, / } I 9 1 I ! t E,5 y� 6`' �\ \ \ \ i \ I - -r / \1 , ,,; MARY -� " , \ : 4'-,•778 SF \ . DNERSION DIKE - R/ 1 s \ \ \ R�- '�`'� �� 9�\� \ \ \ \ 1 \ �_ \ -.- _ �- _ I l ARY \ t 1 \ :> OFFlC�E USE \ �..\ \ : � y -- �, I ": �{ I 1 \ \ I \ L ��c . �`p5a9 5ti��\ \oE�\G \ \ \ ` \ i �\ I _ o - -- `11�_ r Pp R = \ 4 t I \ 6 �\ / ' ° TOPSOIL r } \ _. '; FF=554.00 ..,L \ _ - r-- i rl t /' A \ \ � per' R) ' \ \ �`� GSM �� \ \ 1 I --- 1-1 I / . 5 / .:: \ 1 : \ FFE=568.00 � - _ _ __ , F / I �. t / 2� \ \ \, _ \\��1. r\ \ \ �o . ' \ \ \ \ I I ti I L_ qy JI i T CKPIL \ E \' \ \ -- �::A 51 \ ` \ \ dal ti9� `1`� \ \ 1 t , - �, / /" I ZONED:PD-IP :\ \ ;,� 0.1 r \. \ v l�`L 1 \ \ ' 1 _ - \ J 1','. >; i } r ,,a \ \ ,� \ o I v 5� \ \ \ G� R p po ``4 \ \GN \ \ l \� _ r :n M , -- "d I OID TRAFFIC VER f " \ ✓ -' t.. / I / \ \ S� � , p \ E� �1� \ \ \ \ \ - 11 N N / /11, r ORM DRAIN �, \ \ \ \ 1,. `., ,,11 ,_-,• / o / / / 1 }' \ \\ `\ \N� \W-", 5ie 1''\ \ \\ \ \\ `` \ \ \' '''�� r \-11 / .:'\ TNG ` ; r I , ;;, ,. - F �; _ > _ / \ S\R .'\6�\ 59 5 "\ - \ LIMITS OF CLEAR � l / �.� r:- /' } - s ` , , I j \ �k ' p � e \ \ �e`'\� \ \ \ \ \ \ `- \ ti \ \\� AND GRADING i ' :,'i' /.. - I I _. r... \ „:., / s ?:: i - f / I - i \ \ \ N\I\ 0� ��,5- \ \ \ ��' ,� �" \ \ ` \ �` ~ ` \ \ \ \ \ t s"`, .- _ / - t: -J r-; r / ! } } \,, ' \ _ / / I ' r ' g6 ,/ / `� 1 t \\\\1`I\ \ \ \ \ p61\ 6'I, 0 \, \ \, \ \ ~ \ \ \ \ \ \ \\\\, '' / - I s A�? I , \..: \ \ r- — / / f / \ f ._r I ) ,I I \t -'\ \ -1-\ 50� J 901 \ \ \ \\ \� \ \ \'_\ \\ \ \\\\ \ � `R \ ff?` L ' N r " I I I ,'> \ l I \ �, � \ \ \'� / ? /'� / r \ / / ` }. Sok G1S0,� 15�' 14 p 1��� \ \ \ Q S\GN \ \ \ \` \ \ \ \ \ \11 \ \ I j„., e,. 5 \ ” 0 t1 0 r� �` \ z k I J J -' ,. ;' \ \ \ 1 / _ _ .� / REMOVE OLD D D \ / ONSTI<�� .. CE TO BE \�\l . \ l \ � E , \ s i -� k` ,'4'' t I \ ,, \ \ \ d -- R JWITH SLonED , \N po ��1 ,� \ \ \ y... 1 f \ \ \ r NTAII'vcJ RATION ,OF CO N /11 \ \ f SECON DAR,1C TOP l t 11 ,` �'wR�' p1 ���p h1' ti'k '\1 \ \ \\ \ \ \ \ \ \ \ m . z r.. \ 6 w.;� P VED STR 1 1 \ 1.;� I ; ` \ TEMPAR,KRY r, ;. � .�. / � \ \ 5, �.�5�• �5 � 5� ` \ \ � \ \ \ \ \ \ \ I / ''r \ \ i \ \ _ ,,,f,. , . o' ,- \ �o � \ t i i / ? \ \ / "' "` I I J I :.' \ •` < ' � _ En T®PSOILI'l- :1 r . ._. , C- OR / / V. q 1K S1 50 \ \ \ \ \ \ \ / 11.1 ,,<- � r r I ,StOCKPILE _ - .; r r \ o- �► � • \ \ I / _ /' C , �� \ \ \ \ \ , , \ r <. A>w. I , \\ ..�.. �l OTI�:� RU_ E TREES r \ \ Y I' \ \ ,(l1SE ONLY AFTER _ / / ,` Ivy 25� ; T.r' N•1.1\ \ \ \ \ \\ \` \ \ \ \ \ / \. 7.` \ I \ I PRIM�f k• / I \ ; \ e ,`- , li" f ' � _ �- UMI . � OF PHASE LINE ~. EMovE 12. 1^; e Y I 1 \ \ r / \ / WATERLINE' PLUG �, \ W s \ > \` \ \ 1 I / \ / \, \ \ ,, - f,m \ \ _ _ _ MAXIMUM'' CAPACITY)- \ �a. E 1 CONSTRIlGTION / r '' « 2 \ I I \ ' / A, / \ -::,y / R P. AS PROVIDE 1 METER; -�`'` �\ j '' \ 1 , \ 1 i r \ \ \ \ \ — - -' / .:. "� \y ' \ , f I i"�CORP. STI}I, `� I -'� -- I j \ \ 1 ; t I I 1 1 J - may: \ ::v � , ; --r------�} r x,, / �' INSTALL/2:5 CY \ :� \ `� \ ,. r % - , _ ' .1`" /,I�, m ; ; I \ } } I I , I ! \ I ' + T= CLASS 1 RIP RAP o \ \ \I J / r>� / ,' t REMOI/E CURB, / I ' 1 l ` . I I \ \ dry, r ( r r I t I r, ' I (( \ I 1 NOZZ FOR \ \ 1 ' ::\ � . r y \ I. \ \ - . ` ;' RACK ; " I ; �' SAWCUT JOINT ,` � / I I I ; ; / l � �' (1 � �• � / / �°' �� SSG �� �- J f �� \� \ \\ \ \ / gROSN CONTROL NARRATIVE CO ST UCTION SEQUENCE � /'1. A PRS -CONS ° UCTION CONFEROCE MAY E REQUIRED. CONTACT THE COUNTY ENVIR N ENTAL SPECTORSTANDARD TREE PROTECTION NOTES TOCOORDINATE. i \ - l \ � � / / / 1 � ° { ! / 11 ' / !l Jl J I i ! 1 /) \. \ \\ \ \ \\ I 2. •HIS IS A PHASED PRO]ECT. ` � ENTIRE S E WILL,IBE\ t t 1. NO LAND DISTURBING ACTIVITIES MAY OCCUR ON SITE PRIOR 7. TP 1 TREE PROTECTION DEUNEATION FOR LIMITS OF CLEARING: \ { \ / 1 \ l �. ° i J % �l ! ! 1 / J' I \ hNASS GRADED AS A F RST S. E EARTHWORK. \ i TO THE RELEASE OF THE CONSTRUCTION PLANS BY THE ALBEMARLE STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION FENCE \ J /� / j / COUNTY ENGINEERING DEPARTMENT, UNLESS SPECIFICALLY REQUIRED ATTACHED TO POSTS (PRE -WEATHERED WOOD, GALVANIZED STEEL, \ k / \ { J l Jl 1 - - • !1 Jl l I .� 1 J it 1 /� \q \\ \\ i \ \\ j 3� INSTALL CONSTRUCTION ENTRANCE, TREE OROTE�TION, & > 1 TO INSTALL TREE PROTECTION MEASURES. IRON OR THICK PVC PLASTIC AT LEAST 40" ABOVE FINISH GRADE \ \�� J J ,w J DIVERSION DIKE AS A'!`IRST STEP IN LANDIDISTURBANCE. WITH SPAN BETWEEN POSTS NO GREATER THAN 6' ON CENTER. -' _ \ 'j / ! / j �S / 1 J tl J / •\Om G� , \ \ \ \ ) 4. CONSTRUCTTHE'FEMPORARY SEDIMENT BASIN II�ACCORDANCE' \ / l ` J / J \N�'` \ ` WITH THE PAILS SHOWN ON THE CONSTRUCTION DOCUMENTS: 2. A PRE -CONSTRUCTION MEETING IS REQUIRED EVERY NINTH POST SHALL CONTAIN A WARNING SIGN \ , / �� ) / / F / / { / �/ / i % 1 v, SRP \ ) i / PRIOR TO THE RELEASE OF THAT CLEARLY IDENTIFIES THE / ! I \ J ; n_ l /! / / t 1 \ OP�� \ \ - THE SE[yIMENT BASIN SHELL REMAINS IN PLACE FCRH J CONSTRUCTION PLANS BY THE ENGINEERING DEPARTMENT PURPOSE OF THE FENCE (I.E. TREE PROTECTION FENCING). i \ \\ f / } \ ) ! /J 1 ! b ) "' �/ `\\ ! 1 / 1, f m \ \\ \ // PHASES OF CONSTRUCTION. ,- 1/ ALL TREE PROTECTIVE FENCING MUST BE IN -\ J \ j ! N / i l ! 1 /l l 1 ! \ \ S. AFTE ALL EROSION CONTROL FEATURES HAVE BEEN INSTALLED, \ 1 { ( V / \ \ j / 1 j \ \ \, i i BEGIN CLEARING & GRUBBING OF THE SITE. PLACE AND INSPECTED PRIOR TO COMMENCEMENT OF ANY \ \ \ ` \` ! / J r ' \ - LAND DISTURBANCE ACTIVITY. w \ —" �� � 1 ` ( t ! ! � I j ! l l �` 'tl 11 ! l / \ i \ �� � � \ �•6�.PitO ED WITH GRADING OF THE SITE, BUILDING/(�ONSTRUCTION,1, P����� I J \\ AND/INFRASTRUCTURt UTILITY INSTALLATIONr 3. TREE PROTECTION MEASURES SHALL BE IN PLACE AT ALL TIMES 8. - - _ 1 ! J it l / ! ! )f f j`, ` 1 \Q' �. \ \ \ \ AS E SITE GRAD11`�G PROCEEDS, THE CONTRACTOR SHA:L q \ \ ' ! ! I ! !��'� \,INTAIN THE USE OF THE SEDIMENT BASIN. IN BOTH CASES, E AND PROPERLY MAINTAINED UNTIL FINAL ACCEPTANCE OF THE PROJECT. SIX-INCH 6 WIDE 10 MIL WINYL CAUTION TAPE MOUNTED 40 INCHES ,c� w \ / ( ( / / \ \ ABOVE GRADE ON PRE -WEATHERED HARDWOOD STAKES SPACED -"' " -� - - � \ �\ I ( !! ! 3 � � �.' ! , / IJ � , I JI l� � � �` s� \ \ \ "THE CONTRACfOR SHALL ADaUST THE DIVERSION ,DIKE�iS 1 \ \ 4. WHEN THE PLAN REQUIRES A TREE PROTECTION DEVICE AND AN ,�• o, / f a o + GRADING PROCEEDS. o h EROSION CONTROL DEVICE, NOT MORE THAN 15 FEEL' ON CENTER. THE TAPE SHALL BE OF � / m \ � � 1 � + � y � !;� � � � q t THE EROSION CONTROL DEVICE SHALL BE �cV + % a ) i ' + r ; \ \ \ 8 -AF THE SITE HAS-BEEN BROUGHT TO ROUGH GRADE, \ A HIGHLY VISIBLE COLOR (YEILLOW), AND SHALL CONTAIN LANGUAGE / o \ \ < - \ R` �- i ON THE UPGRADE SIDE OF THE TREE PROTECTION FENCING. _ __._ M ' \ t \ \ \ THAT CLEARLY INDICATES THE PURPOSE OF THE DEUNEATION - -" c \ / ! / t r / , \ q t -- \ \ � 1 / N i J t I +f t � � ~ \ �� f OF THE PA UTI GLOT,- EIVTRANCf ROAD.IN CONS. ON \ 5. THE INSTALLATION OF THE TREE PROTECTION FENCING MAY (I.E. TREE PROTECTION ZONE)I. \ { `� / 1 t i \ ` ,1 ? / ! ! ; i J , ; ; 1 / ' \ \ \ \ , ) g - \ ` \ 'FHE CONTAC REQUIRE MINOR DISTURBANCE OF VEGETATION TO CONDUCT \ J 1 \ ti (; (i / \ \ s. IN AREAS WHERET R HSS SURVEY OPERATION. THIS DISTURBANCE SHALL BE MINIMIZED -- -- - - \� 1 1 / !) / 5 \y' \ \ r \ r ' // / t j I 1J \ :5p. \ -DIVERSION DIKE TQMIINTAI E USE OFT SEpIMEN \ AS MUCH AS POSSIBLE THE UMITS OF TREE PROTECTION \ \ FER I OUNDARY / / SF } I /v / I i ! / / ' !) I (k } \ ,` \ \p \ BASIN, 8rDISTURBED AR ARE LEFT O E of E i \ SHALL BE FLAGGED BY AND AUTHORIZED AND UCENSED SURVEYOR ; -L-0C, AUTL�B / J / z� l I f ! l / -/ J ! ! ! 1 I \ \ \ !�.• •C,,�\ \ DIYERSION,3NSTALI SUPPLEMENTAL SIL FENCE. e \ t.- ! ! / \ \ \ �.'�G,�'--16. COMPLETE'CON�UCTION OF PARKING LOT � ENT AFTER THE UMITS OF CLEARING HAVE BEEN PROPERLY CALCULATED. \ \ \ \ „ I cn j () )) # 'K ``s\ ROAD. MP ETE FINAL -GRADING OFT SIT & IN LL I \ THE SURVEYOR WILL THEN USE A BUSH AXE TO CUT "ONES" IN I {) ) 1 \ `• \ 1 \ �i \ \ �C6 t PERMANE STABxLI;&TION MEASUR SETTING UP THE ASSOCIATED CLEARING LIMITS. AFTER BEING FAGGED, / \ 1 # \ \ \ \ _ 1 ! p� ! I 1 \ \F!y\\ 1 \ THE OWNER SHALL BE RESPONSIBLE FOR INSTALLATION OF THE } 1 \ cs 0 ! ( 11 I { #) 1 ) k 1 \ \\ \ 11. AFTERrCrONSTRU"ETION IS C9M�L%r f ITHIN ILL of \ ' I N 1 1 1 j f E i \\ \ p.-H'ASE I, BEGIN SE GONSTRU O. TREE PROTECTION FENCING AND SIGNAGE. Q { I J' N / { )� { I k I { \ \ \ ` "'12. THE CO„NIRA OR S A L REMOV HE SE'DIMEh B NAS A.LAST STEP i \ - ' % �/ { I) i i I j ` I ) \ \� \ \ \ \ IN THE G DING PRO SS & Y AFTER LL SLOPE AREAS HAVE BEEN 6. ALL PUBLIC, SEMI-PUBUC, OR PRIVATE UTILITY UNES MUST �, { \ IP \� \ { ! 1 I \ \ \ UTILIZE THE UMITS OF CLEARING AS INDICATED ON THIS PLAN. -' - 2 ),' I / # 1 i j j I I I \ \ \ ,--STABILIZE AFTER -U OPE RE HAVE STAB ZED, MUCK OUT - - `` 4 # i \ /I I t )) i f I I ' \\ \ `` \ \ ' THE SEDT NT B IN I LL SOPPLEM� AL SILT PENCE. REMOVE �` 1 1 ) t t \ \ r REMOVE TREES '- `r\ k �\ I ) I j # ;)) ) I # I I ( \ \\,�~ 0 ZE EEp WITH. FIL 'NG *HE SE IMENT BASIN & / 1 6 5� ELY STABILI \ \ t t \ ,y G S \ 1) )) \� , r \ 1 FTER STR I�CTION I COMPLE°iE, CO1M THE COON ENVIRONMENTAL TEP S�� .1 b \ '', I 1 ) ! I I -- -- `P It FOR FINA6 CTION.\,UPOkAP REM VE ALL REMAINING- SRARY E IROL FE A RES. 1k k ( \ �.- �-- -� I I } � \ \ # -” — # � f1�I i , If \ \\\ I r � \ / •- � q \ -,....--- / SF ✓ { I i \ / II ,'Ili \ \ \\\ \ `• //�---___�� I � �. / �jSE (I 1 { � , , � I t 1 l \ / --- \F• _ ' \ \ \ \ lPll PrNy — — — — — — I r �- � ''' , I I � � \ \ I - - - - / SON ! i } ! I � � � t � � l l � \ \� \ \ i \\ � / rr � i \,• • �. ,, �, \ \ � \ `� \ \ -- - _. ---- t { S66.24'08"E`�' ! 255.51 - _ - ' } I 50' BUILDING/PARKING r 30�- BUFFER ZONE - r \ l 1� \ / !� / + r r k i i i �? t ( RI Gh OF WA UNE I SETBACK_- r \ k \ \ j k l PROPOS D CRITICAL k k I I I \ i l }-- \ \ \ \ \ \ ILITY 6ASEM �,., Y i \ \ \ SLOPE DISTURBANCE I k I k k k 1 \ \ \ ES \ ) 0 ILDIN AND \ I 1 ( r t l 1 PARKIN SETBACK 1 \ i \ 1 ASE- 1 q \ - - 1 /PHASE 1 �t 2 i t i ,' y / k (FROM `Lrr } 3,� J ( I PHASE % Gp/ �\ l l SILT FENCE 1 p ) } J 1 I ) 5 �g 0�� '. \ \ \ \ \ \ \• -- \ \ \ \\ / t I EASEM � \ ffin! 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I / / , / I . . / ,.,-, 1-1 n. rm-wan ,"% \ \ I I \ \ � � 1\ \ \ \ N � , - � I -1-1 00 . .� kiriml �R , � N " --__ ___<1.11� �__� _-, �, - \ 4 � / I � - - � I 1) C = C = a N \ I \ \ � ) \ ��_ 1`1 , .�, . N�', �. / I 1 4 i . I I/ 1_ 9// No.% , - L \ \ ) I `�-��-, , "' 'I- _a \ . / I i I -All 10 1-1 '1/ I _�oip .......... ::�, I I / - \' 1\ `� - ` " �_ 4 , . 11 , , . F,0111F.1111 ��i�/� s EHIF013 ( IN FEET ) .11*Sc_�40NAL '_ I ineth = 40 ft- ralmer Aden Associates p Blacksburg * Richmond, Virginia Engineering * Surveying * Enviromnental Services I DESIGNED: DRAWN: CHECKED: DATE: CMS DAA GWCNORTH 3/6/00 1 COMPOSITE DEMOLITION FORK CH PARK, ALBEMARLE COUNTY, VIRGINIA & EROSION CONTROL DISTRICT #2 OFFICE BUILDING PLAN #1 & #2 REVISIONS: MARCH MARCH I MARCH 13, 28, 30, 2001 2001 2001 MSPA SUBMITTAL PER ENGINEERING DEPT. COMMENTS PER CONTRACTOR COORDINATION PER COUNTY COMMENTS . \ I I SCALE: 1„=40' - - _____ - - - C-413 I I I I PLAN NO, T-R99130.20L • .... ....... ... ..... .. 4.5R RA . . ........ R PAD ................. . . . . . ................. ................. ..... ...... REFE TO DETAIL . . . . ........ .......... . ................ ................ ............... tARD (TYPCU ...... ..... ......... ... I .... .. BOL ............ ..... ........ ........ . . . . . . . . ......... ........ . . . ......... ........ . DUMPSTERPAD .......... ....... .......... ....... ........ I(REFER TO' DETAII ............... ....... . . DUMPSTER PAD ................... . RETAINING WA ........ ........ ........ . . . . . . . . . . . . . . . . .......... ........ ........ (REFER TO ETAIL A& f _BOLLAPSREFER fO `IARCH. DWGS. FOR DETAILS) 20 R f 4.5' R TYP. '. m4.5W:5 Yf -4.17'R REFEW-TO ARCH. DWGS. ... . . ...................... ...... ... ....... ............... . . ............. .............. . . . ........ 111FOR SIDEWALK DESIGN .......... VDOT RI 1 CONCRETE SCREENWALL STOP SIGN RE IFIR E LANE YELLOW I ER TO ARCH DETAIL) . ...... .. ....... PAINT % A I L 1'rr-r% CURB fMr-rf-t% ....... ......... .... .... . ....... WWI %-w ...... .... .... .. 20, ....... TO "D L)r. 4 171N . . . . . . .... .81'R • . . . . . . . . . . . . . . ........ . . . . . . . . . . . ..... .* ..... .......... x6 REDUCER' C'V . . . . . . . TE VALVE 8A el, A . . . . . . . 5'R . . . . . . . . . . . . . . . F.H. ASSEMBLY ER :TO: :A. CHWGS. R . 7: 0 EF 1' 8"x9O*,. RFNjn CONCRETE AD :S1DIEV 15'x4' FOR: �NTRAKE ALK SG U 5' 15CONCRETE SIDEWALK VC NITARY S.C46 t. WATER: METER: IN::::: 1 4" SIAMESE CONNECT . . . . . . . . . . . 90. . . x9O* BEND V INV -b4b. !_�U:::::TV ULT-:4SIZE:jU:-tJL:-: kET• ... 7'R 4.5'R . . . . . . . . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . E-': . . . . fl.RE- D . . . ... . . . . . . . . . . . . . . . . qATER METER CORP., -BLY::::::: NJ:: CHECK :ASSEM 'STOP SIZE TO BE Ilk, (Ty ...... tONNE�TIJN DETERMINED BY ACSA It tbRb:::: 4.06'R RAN IT' . . . . . . . . . . -:R7 ...... VDGT =8: I? N SIGN: �§�E: t ...... ACQESSIKE 'PARK[ G-: 1.81'R ... . ..... 1-8"x 6" TEE .... .. DWG.- C"! TSP. S. 8LV . . . . . . . . . . 1-6 GATE VA 4.78'R CLEANOUT k% .... Y. y. 4'R Rl� ED.,.,.,. RETE SID .......... .........F 4'Ink' fTvn LANE c . ...... 1 7 R A ' ... ......... .... 4..5'. 1-8" PLUGI TEMPORARY CG 2 CURBR 1-8"x 6" TEE 1 -6" GATE VALVE 1 -FIRE HYDRANT 4.1 ),IR ...... ....... -A�)t-,EM L ....... .......... .............. . ....... MH -1 ................ ... . .. ...... ... 11 -8" PLUG by INV: IN=542.05 INV. OUT 541.85 2 HEELSTOP4.811R (TYP-) VDOT RI -1 ...... 4.17 R Y., STOP SIGN 1-8"x 8" EE 2=8 GATE - VALVE Al J, ... .... ... b 4.81'R A7 & P 5.63 R ' I/CONCRETE SIDEWALK 238 R y. ... .... .... z .......... ........... .......... C: ..... ................... ............. MHate ........... �,tj �c TOP=543. 10 ....... 1-8" PLUG .. ............ J, ................ PHASE 1 238'R LIMITS OF IN V. IN=531.00 CG -12 262 R TEMPORARY INV. OUT=530.80 2-8" GATE VALVE ... C • 0', CUF CONSTRUCTION C 2 R --- --- 1 -8"x8" TEE 10 'R :�A <N 1-8"x11 1/4' BEND 88'R 1 -8" GATE VALVE1 CG 12 11-12x8R EDUCER CONCRETE ..... ... 0 CRETE SIDEWALK 5' ---SID EW _E N 7 1: TIE CONCRETE A, C TEMPORARY HEAVY DUTY ASPHAL17 ...... INT10 *IST. ASPHALT TRAIL %V: w%'., -7 .............. Ow ASPHALT CURBI (REFER TO DWG. C ........ - V.. d .. 0 .. .L . ........ ..... ...... ....... ------- FOR DUAL) --- ---------- 212'R ................... .......... ....... . . ..... .......... ........ ... ..... .............. .. ....... ... :� . 1 - Ll- -_� - :k� . . .. . . . . . . . . . . . . . Q, 7 1 7 ..... ................................ 4- 11 -8"x2 2' BEND MH - 1 -_8 GATE ....... VALVE 37. ............... TOP=5i6.90 •A 00 20.8 co F INV. IN=520 3' CROSS PEDESTRIAN CROSSI'N'G 5'R LU ------- - - IN. GR "I -8"x8" 7 - INV. OUT=520.17 5P • ICG -12 (TYP. 1-8" GATE VALVEI 10 R Z k CONCRETE S1 - C I DEWALK VDOT RI1 p 11 -8" PLUG STOP SIGN ITFMPnPAPY I N\ A�`/ �� � • • ,.. \`\ ��% �� ' \ SFR OPEN SPACE 2.4 BM 1. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE OR A DECORATIVE LUMINAIRE WITH FULL CUTOFF OPTICS. 2. THE SPILL OVER OF LIGHTING FROM PARKING AREA LUMINAIRES ONTO PUBLIC ROADS & PROPERTY IN RESIDENTIAL OR RURAL AREA ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (1/2) FOOT CANDLE. 3. BUILDING #1 SHALL BE EQUIPPED WITH SPRINKLER SYSTEM & STANDPIPE SYSTEM. A=>, Draper Aden Associates NZ:01Blacksburg * Richmond, Virginia Engineering * Surveying * Environmental Services 0 lie _7 MH -1 NOTE: TOP=524.27 -1 AND L-3 FOR INV. IN=516.86 SEE SHEETS L INV. OUT=516.66 LANDSCAPE AND LIGHTING PLANS. lrS j! 4 T H v" < GLENN W. CUSTIS .1,1* <e N, ``, ,, \ � ;'CERTIFICATE No:/ J /Q 8039 V1 CAUTION: APPROX. LOCATION EXISTING GAS LINE. LT11 \\ '\ \ <. / TEST PIT AND ADJUST AS REQUIREDti x6 q• )e �,Sx6t; PRIOR TO CONSTRUCTION. 4 GRAPHIC SCALEpry \ \ \\ � \ /J. 40 0 20 40 80 160 Sr• I r U-1 r t 8 lot X, IN FEET ft. P: 0 0_Ph1site.dwg 3 1 inch 40 \R99 1 DESIGNED: CMS SITE PLAN PHASE 1 REVISIONS: SCALE: 1 $$=40' DRAWN: DAA FEBRUARY 28, 2001 MSPA SUBMITTAL CHECKED: GWC NORTH FORK RESEARCH PARK, DISTRICT #2 OFFICE BUILDING #1 & #2 MARCH 13, 2001 PER ENGINEERING DEPT. COMMENTS C-5 DATE: 3/6/00 ALBEMARLE COUNTY, VIRGINIA PLAN NO. T -R99130 -20L TOP= 168. 0 .40 PtR DESIGN \� ,X< ,�0� ' DI -3B OCUMENT �� CO /�� ��� \ INV. T= 80 8.4 11-3-97 6" PIC. Duct�Ban�k , ,� \ r---- 0 r p ♦ \ -�- SF -�- / / \' �� \ � N. ESM T. I ' \ \ ESI N T P=164.650 40. '',' \ \ ��. '.' \ \ INV. 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CO:-MUCTION-.-.':':':•: ' 5' HEAVY DUTY ASPHALT _ \ \ , t t - ;:.�;::;;• • • INV OUT 160 500 (526.57) DOCUMENT \ '� WG C m F.,,.:.::,,,� _ �, .• '.'.•.'.'.'.'.'.'. , . .........•.. • IN -160.900 27.8 11-3-97 o \ 4 � A :':' '::'a ::':'.'.'.. FOR DETAIL.) (5 9) \ :.�..�: �':• :•: .'• �' � INV 1. �' \ �► .5 R• .. :. \ \ " . *.,. VDOT R7-8 ADA I = STRUCTURE 54 / \\ �� TOP=161.750 530.68 PER DESIGN . \ ,L F , . 5 . I o ( ) / ACCESSIBLE PARKING �, II 55 = \ \ �" 00 23,2 DOCUMENT t ``., 11 " INV. OUT 159.5 (5 9) _, +� LANDSCAPE ISLAND �� . �1` � �� IN 160 0 (2 11-3-97 \ .�, ♦ �• •'� • SIGN (SEE DETAIL E _ � \ \ REFER TO LANDSCAPE DWG. C-7 v� INV, - 70 5 5.16)� � I STRUCTURE 53 \ "Y - . .. L• i 1 \ . / \ ti a' PLAN FOR DETAILS TYP. _ \ i ) .... _ 25 R \ .1 _ _ - -- TOP= 161.490 10'R . ""' ..�, (22 DOCUMENTPER SIG 11\ I- "� I � ,.n OP OUT 1 9.1:509.82) 15 N / / \\ \ LIGHT POLE' 1 __ - _ C P.V.C. CbNDUIT 54 _ )) / REGULAR DUTY ASPHWLT \ - �_ (REFER TO DWG. C-� ' F INV. IN -159.23© 522.41 11-3-97 ll, /fi\ \ Utility Duct' Bank . - ' FOR DETAIL 6 / ,I .''I .`, - �* - _ - . � W 12" DIP W L . w I- M . STRUCTURE 52 VDOT R�-1PER _ _ _ . __. o OP OUT= 158.70 07 ( 5)0.67) DOCUMENT \ o \ - _ __ 3 i I STOP SIGN _`� _ - ";,.. NV. - - - \ � \_ � �� I IN -158.770 (520.90) 11 3 97 _ _ `, . _. I 3 \ 20.85 R `\ J, \ . \; \ _ i 21 " RCP I Q \ '\ y / \ ». _. I Q \ STRUCTURE 51 -- _ ? / \ .\ \\ � _..•_. > TOP= 158.501 (520.02) `� \c1� \ ft °\ \\ PER DESIGN c^ , � U, INV. OUT=157.100 (514.42) �� ` f- \\ \ \ INV. IN=157.250 515.91 �� INV. IN=157.130 515.52 DOC3Mg�T �\ \ " Utili�t, Duct B \ \ � O.. `\ NOTE: TRAFFIC SIGNAL, a0 � \ -\ " \; 0� � \\1. � WHEN WARRANTED BY '� 1 \ Oi G� '-4 - VDOT SHALL BE INSTALLED i / \ Z \ \� . \ \ �o� ,, �``� _ BYTE DEVELOPER; TO \ Q_ FUTURE L \ �\ \\ \ �� r'o . \\ CCI �. , \ \ o -- / q 0 \ \ \ o-4 / 0 \ \\ ' " , " � I � \\ 11 `F ?� I , - 1�? bz 11\ o - \ \ \o / , �l!< BEN 1 NOTE: 1. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP \p - N3942596.99 9,p \ �' a� E11501680.66 NOTE: \ WHICH EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL A�'o \ \ �o -" - CU \ \ \ CUTOFF LUMINAIRE OR A DECORATIVE LUMINAIRE WITH FULL CUTOFF . o0 9 :® � EL=520.02 SEE SHEETS L-1 AND L-3 FOR o - _. OPTICS. �o�, \ \ �� �F - _ - _ _ / / 4i LANDSCAPE AND LIGHTING PLANS. tX G�� �P' ,45. 2. THE SPILL OVER OF LIGHTING FROM PARKING AREA LUMINAIRES i ONTO PUBLIC ROADS &PROPERTY IN RESIDENTIAL OR RURAL AREA \�?k \\\ ��s �oG , _ • / o 5 G \ . 51 ZONING DISTRICTS SHALL NOT EXCEED ONE 1 2 FOOT CANDLE. \ a w \ ��) < \ \ v 3. BUILDING #1 SHALL BE EQUIPPED WITH SPRINKLER SYSTEM & Ff \ \ \ \ �' Q � � ^' / �F �' STRUCTURE 50 S STANDPIPE SYSTEM. 0 9I "I \ _,. ' �o � �o \ _ �� Via. --- �I" \ �\ TOP=156.750 (514.'27) PER DESIGN 12 p I F - � � 51 A INV. OUT=155.460 ((510.04) \�\1. INV. IN=155.715 58 DOC3M97T ALTH p�, J I o- �) / / 0 oG `0 ��, \ �\ / 51B INV. IN=155.565 �,11.1, 10.33 �� yr �� -` \ ��' \ \11� , I ;eA / / / / / U GLENN W. CUSTIS 00 --� 0 8 tel, \ \ •-- --- p,o S� / 8�• 1yt CERTIFICATE No. w s \ " \ � � y\ ,99ti " / ��� 8039 /� O F CAUTION: APPROX. LOCATION EXISTING GAS LINE. .� i \\ \\ \'�\Fos�0 AG, Fs , w �8)TEST PIT AND ADJUST AS REQUIRED fid \w� °�,A �F,V �s6�T /// z i Ah, FES �ti %o l PRIOR TO CONSTRUCTION. / /\fl •,\ `\\ coNNT / GRAPHIC SCALE �� . ; \ \� ��` _ 40 n 9n ao 80 / ' 160 aes \\ \ \\.\ / / \1 '\ " ,0- .� \ . I I ��, F 'r - X/5_1,�\ \, o I -, � " - xia _� ------__ �c50 / \ 1'� , \', I / / / .5�'11 /�, __1_1 -_ \ raper Aden Associates DESIGNED: CMS SITE PLAN - PHASE 2 REVISIONS: SCALE: 1''=40' DRAWN: DAA FEBRUARY 28, 2001 MSPA SUBMITTAL Blacb,- im • Richmond Vir inin CHECKED: G NORTH FORK RESEARCH PARK, DISTRICT 42 OFFICE BUILDING 41 & #2 MARCH 13, 2001 PER ENGINEERING DEPT. COMMENTS Engineering • eying • EnvironmentalgServices DATE: 3/6/00 ALBEMARLE COUNTY, VIRGINIA PLAN N0. 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A� E 5 80 G ENN CUSTIS INV\1 I:.\OUT 54. 26 X505,33) 11-3 7 Oo _ -- - _, EL=520.02 r r - CERT No \ O - E o , ._,- , ;. ;mac ;/ Q- „ �, -- -_ - _ -' � � J, • ' z �+'� � � IFICA,;T � \ �\ �' W ` \ \ \ 9�C' ^ -- _ '- - _ __ - \\\ �i ''- -- I`� �a3g' w\ o- �, -- / -- - , \, \ ;' . , \ - _ d rr; - �s •J 1 11 r, / , \ t, "" ESSI \ �, \ -' - , \ _ o s" / L , \ I , \\ \ .\ \\ \ ,�' .. / ; . , /� F ,o \ r. > , /'; \ STRUCTURE 50 \ r f r F 1 \ - / ll _ _ ^ \^ -� 1 \ x'.P :a'` C - - \TOP 156.-7-50 (514.27)- /� \ - OUT 155,460 510.04 / O Ti THI E` \ 6 S%% I f,,., z.. DOCUMENT ,t: { ,, ; - , , , + : „, fi M NV I 1 5 715 510 88 , .. I 5 I l _� . 7 \ �k 11 9 i� 3 ♦� A h"� < M .z , ^ \ F W _. /. INV. IN 15565 0. O - F ;' E \ O c� (/ / O '' \ , '�' l � � �' �� sP / ,fes ,, `, � `\O sx,. _ � , , P i i' '.: , 0 I \ r i : , !Q 43 e O 'Li �\ / C \ P /% \ i /, \ ; :,' / -. '' % 4 fi'��. / .. I &AJ, , ._ , .. ' , ,F e 1 I !L \ -,\ , 11 ,27 �,: / , ; s S9 n .-,. - / / _ a _ 9 _. - \ -/ _ SFty // CAUTION-, APPROX. LOCATION FVST,ING'GAS'�LlljdE./ % \� �,. - - F 38 / - FO AC �j --'. . _�___ .1. / , \\ D S - w \, C TEST PIT ANDA ST="A R _- T / U i i %� Y .. - _. ._. �; \ - _ � F(/ -, t AS6� / z , ' ' � - - �`P RtBR �8 CONS TR �1 ! [ �, �� � ` / ) \qs ¢ / / CO,v, __ . , „_ _,. . ti - / _ O \ - GRAPHIC SCALE % / \ �o _� e� ' /11 - _It" 1 - _ -- --- �q�j}� , 40 0 20 40 80 180 i \ A�„ i ' - t[amUS i4ib / \\ } / '. % _ ._ / \\ I / - . ; \ / Y , / ,% ; � o 'T 1, - - - ' , - \ s - ., o ^ /. , ( IN FEET ) t / 11 I 11 \\\ / - I - _, 1 inch 40 ft. / ' I ( ; `' \•• ��' �� 49 - �+ __/� ) ))3 I 'r I �\ I \ __ - V \ \ :�_\� 18 / 30 BUFF R L / 11 /48 / P R99 R9913 9 h2-g.D G raperDAden Associates DESIGNED: CMS GRADING P LAN - PHASE 2 REVISIONS: FEBRUARY 28, 2001 MSPA SUBMITTAL SCALE: 1 "=40' DRAWN: MARCH 13, 2001 PER ENGINEERING DEPT. COMMENTS IC 6A Blacksburg • Richmond, Virginia CHECKED: GWc NORTH FORK RESEARCH PARK, DISTRICT #2 OFFICE BUILDING #1 & #2 Engineering * Surveying • Environmental Services DATE: 3/6/00 ALBEMARLE COUNTY, VIRGINIA PLAN NO. T-R99130.20L 25 YEAR STORM ELEV.=528.50 RISER W/12' ANTI—VORTEX DEVICE CREST=529.00 (SEE DETAIL) 2 1 1� 3 527.00- NV.AS 51NG 00 ORIF CE DRY VOLUME =920 525.0017 - WET VOLUME =910 CY 100 LF -30" CMP @ 11% SLOPE 523.64- INV.=522.0 CLEANOUT LEVEL S22.0- TEMPORARY 22.0-TEMPORARY SEDIMENT BASIN DETAIL NO SCALE m 3 CMS 3 DAA 1 �— GWC _ EMERGENCY SPILLWAY - TOP OF BERM -528.0 �— 18" CLASS I RIPRAP RIPRAP EMERGENCY SPILLWAY NO SCALE YELLOW CURBLINE V PRESSURE RELIEF HO /z " DIA. ii SUPPORT BAR (1 1/4 "x11/4 "x11/ 1/4ANGLE — Iv PLAN #6 X 12" —� SPACER BAR (TYPICAL) SECTION A—A NOTES: 1. TOP IS 14 GAGE CORRUGATED METAL OR 1/8 " STEEL PLATE. PRESSURE RELIEF HOLES MAY BE OMITTED, IF ENDS OF CORRUGATIONS ARE LEFT FULLY OPEN WHEN THE TOP IS ATTACHED. 2. CYLINDER IS 16 GAGE CORRUGATED METAL PIPE OR FABRICATED FROM Y8 ” STEEL PLATE. 3. THE CYLINDER MUST BE FIRMLY FASTENED TO THE TOP OF THE RISER. 4. SUPPORT BARS ARE WELDED TO THE TOP OF THE RISER OR ATTACHED BY STRAPS BOLTED TO THE TOP OF THE RISER. ANTI -VORTEX DEVICE WELDED TACKWELD ALL 'AROUND I 13„ 8"MIN. —SUPPORT BAR (11/4 ,.x11/4 "x1 1, 1/4 ANGLE — N PROVIDE ADEQUATE 5TRAPP I NG �-- POLYETHYLENE CAP 8" PERFORATED POLYETHYLENE DRAINAGE TUDING DRY I \\\ STORAGE 46" GMP ELEV. -525.00 K 15ER "FERNCO STYLE" COUPLING WET 5TORAGE 6" PVC 5CHEDULE 40 5Ti 1 FOOT MINIMUM TSB ORIFICE DETAIL NO SCALE TEMPORARY SEDIMENT BASIN RISER ANCHOR DETAIL NO SCALE NO SCALE NO PARKING FIRE LANE (LETTERING MIN. 12" IN HEIGHT) (OR) YELLOW CURBLINE,\ ISOMETRIC 12" LV W O M L6 (LETTERING MIN. 12" IN HEIGHT) FIRE LANE PAINT STRIPING DETAIL NO SCALE c� Draper Aden Associates Blacksburg • Richmond, Virginia Engineering • Surveying • Environmental Services 2" SM -2A 2" SM -2A 3" BM -2--\ } 6" 21-B STONE 8" 21-B STONE \ COMPACTED SUBGRADE COMPACTED SUBGIRADE TYPICAL HEAVY DUTY TYPICAL REGULAR DUTY ASPHALT SPACES (DRIVE AISLES) ASPHALT ) NO SCALE NO SCALE FINISHED SURFACE (REFER TO SITE PLAN) FINISHED SURFACE COMPACTED FILL (REFER TO SITE PLAN) 6" DETECTABLE ' , /\/ COMPACTED FILL ,\c v, WARNING TAPS 6" DETECTABLE \� WARNING TAPE DB60 4" DIA. 3"(TYP.) Y� :� PVC CONDUIT N "043„ 3" Y s?n= T c (TYP.) 2„ (TYP. TYP. TYP.)DB60 6" DIA. y'k'r CONDUIT (TYP.) "(TYP.) 3 i 7 ✓ 3 01 (TYP) >� '"� ',` PROPERLY COMPACTED BEDDING MATERIAL 21—B STONE (TYP.) 3 (TYP.)` —101 y, (TYP.)`' 2>, (MIN.) PROPERLY COMPACTEDi ��/BEDDING MATERIAL �>,) 2"(TYP.) 21-8 STONE (TYP.) PLACE BEDDING MATERIAL PLACE BEDDING MATERIAL ON UNDISTURBED SOIL ON UNDISTURBED SOIL * DATA/ COMMUNICATIONS * ELECTRICAL BANK SECTION DUCT BANK SECTION NO SCALE NO SCALE * LOCATION/QUANTITY TO BE DETERMINED BY DEVELOPMENT MANAGER. (3)- 3/8" ANCHOR BOLTS NEENAH R-7514 VALVE HANDHOLE FRAM & LID PAVEMENT 24" X 24' X 6" CONCRETE SLAB 7 NO SCALE DESIGNED: CMS DRAWN: DAA CHECKED: GWC _ DATE: 3/6/00 4" 21—B PROVIDE #4 REBAR RING CLEANOUT WITH CAP. 8" CLEANOUT TO BE SAME SIZE AS LATERAL CLEANOUT IN PAVED AREA NO SCALE 1'-0" RESERVED PARKING R7-8 ADA PARKING SIGN NO SCALE DETAILS NORTH FORK RESEARCH PARK, DISTRICT #2, OFFICE BUILDINGS #1 & #2 ALBEMARLE COUNTY, VIRGINIA FINISHED GRADE - V LLl11\VV 1 ..� 1\L.V L.JJ{�D CAP. CLEANOUT TO BE SAME MATERIAL AS LATERAL CLEANOUT IN GRASSED AREA NO SCALE THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 4" „ CONCRETE IS TO BE CLASS A3 IF 2 R CAST IN PLACE, 4000 PSI IF PRECAST. D o 4" 21 B D o D a 6„ 2f_�ff THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUB- SURFACE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINEL. THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND SUBUR- BAN AREAS. STANDARD CG -6 NO SCALE 41fTHIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2"R CONCRETE IS TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF .. •,�' PRECAST. (0 : a1/8" a 4" 21 B 6 2 —0 ff THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED F- 7� PARALLEL TO THE SLOPE OF SUB- SURFACE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND SUBUR- BAN AREAS. REVERSE CURB & GUTTER (CG -6R) NO SCALE 5/8" DIA. HOLE FOR ANCHOR 36" - #4 REBAR DRIVEN TO ANCHOR WHEEL STOP -- N WHEEL STOP DETAIL NO SCALE 6" _ , _ AS SHOWN ON PLANS 6" 5" A3 CONCRETE 6" 21-B STONE COMPACTED SUBGRADE TYPICAL SIDEWALK SECTION NO SCALE REVISIONS: FEBRUARY 8, 2001 MSPA SUBMITTAL MARCH 13, 2001 PER ENGINEERING DEPT. COMMENTS 6" 12" NOTES: 1) CONTRACTION JOINTS TO BE AT 6' O.C. 2) EXPANSION JOINTS TO BE AT ALL CHANGES IN DIRECTION AND AT 30' O.C. MAXIMUM. AS SHOWN ON PLANS 1/2" EXPANSION JOINT WHEN NEXT TO CURB 5" CONC. SIDEWALK Till 1111 0 o n v o a v � O SCALE: AS SHOWN PLAN N0. T-R99130.20L Tr COMPACTED SUBGRADE T 6" 21—B TYPICAL SIDEWALK DETAIL NO SCALE •L.._ 1 * � �`�l'OI6IAt AyT H OF D U GLENN W. CUSTIS c, CERTIFICATE No. x 8039 zw A�OFE S S I O-�; P-\PR0JECTS\R99\R99130\R99130-20\dw9\C99130-20-DT.0WG C-7 A oa O� A � l 0 0 0� o � PIPEOUTLETAREA WITH �0 _ 00 WELL DEFINED CHANNEL PLAN VIEW 10' MUM mi in v —a nw%owmmwnvua FOR ENTIRE PERIMETER SECTION A -A NOTES: 1. L a IS THE LENGTH OF THE RIPRAP APRON. 2. d=1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6 INCHES. 3. IN A WELL DEFINED CHANEL, EXTEND THE APRON UP THE CHANNEL BANKS TO AN ELEVATION OF 6 INCHES ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK, WHICHEVER IS LESS. 4. A FILTER BLANKET OR FILTER FABRIC SHALL BE INSTALLED BETWEEN THE RIPRAP AND THE SOIL FOUNDATION. pP OUTLET PROTECTION NO SCALE (STD. & SPEC. 3.18, VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, 3RD ED.) 1. SET THE STAKES. 6'MA} 1� FLOW 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. IIII 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 4" 4, BACKFILL AND COMPACT THE EXCAVATED SOIL. A • S 1 >'nUS`t,'s vii ...-isu�,rtRivi ii, i e �C�_� . `/'�• POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) CONSTRUCTION OF A SILT FENCE SF WITHOUT \!VIRE SUPPORT) NO SCALE (STD. & SPEC. 3.05 OF VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, 3RD ED.) COMPACTED SOIL 1'-6" MIN. ..........................................:. • .. -FLOW 4'-6" MIN 12" GRAVEL FILTER CONCRETE GUTTER-----\ /-- WIRE MESH RUNOFF FILTERED WATER - WATER I I —1 I— (—I I 1 0 =I1 II 12" CONSTRUCTION SPECIFICATIONS 1. WHENEVER FEASIBLE, THE DIKE SHOULD BE BUILT BEFORE CONSTRUCTION BEGINS ON THE PROJECT. 2. THE DIKE SHOULD BE ADEQUATELY COMPACTED TO PREVENT FAILURE. 3. TEMPORARY OR PERMANENT SEEDING AND MULCH SHALL BE APPLIED TO THE DIKE WITHIN 15 DAYS OF CONSTRUCTION. 4. THE DIKE SHOULD BE LOCATED TO MINIMIZE DAMAGE BY CONSTRUCTION OPERATIONS AND TRAFFIC. DD TEMPORARY DIVERSION DIKE NO SCALE (STD. & SPEC. 3.09 OF VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, 3RD ED.) 4:2N D --raper Aden associates Blacksburg • Richmond, Virginia T' -- - C — - - V-1--4-1 Q-4- jay auwiius - vu. vvy.ub ............... ». SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. * GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE IP GRAVEL CURS INLET SEDIMiENT FILTER NO SCALE (STD. & SPEC. 3.07 OF VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, 3RD ED.) KEY FILTER FABRIC + PROVIDE 6" COVER (MIN.) RIPRAP OUTFALL CHANNEL DETAIL NO SCALE DRIP LINE SNOW FENCE BOARD FENCE 1.5' GEOTEXTILE FILTER FABRIC DRAINAGE SWALE DIRECTS FLAW TO SEDIMENT BASIN 70' MIN. EXISTING %' ," S- M -2A ASPHALT TOP COURSE A PAVEMENT /! 2X FILTER CLOTH �' MIN. 6" 1A AGGREGATE SASE SIDE ELEVATION MM OF PAVT GROUND 70' MIN. 2x 4- .. 4 � a i ♦ i FILTER CL011H SECTION A --A NOTE: A MNIM N WATER TpAP OF 524MV (11 IS RE4tJM VA H A 11=9 WASH HOSE DIA. OF 38.10 (1.51 SM -!II} "1'ED ft�ll1 9 ad vd. me 102-1 CE PAVED CONSTRUCTION ENTRANCE NO SCALE (STD. & SPEC. 3.02, VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, 3RD ED.) CORRECT METHODS OF TREE FENCING =NCE Now CORRECT TRUNK ARMORING wo wo TRIANGULAR BOARD FENCE TP FENCING AND ARMIORING NO SCALE (PER STD. & SPEC. 3.38 OF VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, 3RD ED.) DESIGNED: B ASPHALT PAVED DAA CHECKED: GWC — DATE: WA5NRAM .:... •�. •'gin.. •tom •'' •�.' ta... � . •? ..r'r•: .4.', ;M ,,, ;. ' �'•. � j-• <.. �• q,•. w _ $: •' •,tib:. :;,,,_.,. Y L •: a' • .MIM• PAVEMENT . -� POSITIVE DRAINAGE TO SEDIMENT 8 TRAPPING DEVICE • MUST EXIIEND FULL WIDTH OF INGRESS AND EGRESS PLAN VIEW 2x 4- .. 4 � a i ♦ i FILTER CL011H SECTION A --A NOTE: A MNIM N WATER TpAP OF 524MV (11 IS RE4tJM VA H A 11=9 WASH HOSE DIA. OF 38.10 (1.51 SM -!II} "1'ED ft�ll1 9 ad vd. me 102-1 CE PAVED CONSTRUCTION ENTRANCE NO SCALE (STD. & SPEC. 3.02, VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, 3RD ED.) CORRECT METHODS OF TREE FENCING =NCE Now CORRECT TRUNK ARMORING wo wo TRIANGULAR BOARD FENCE TP FENCING AND ARMIORING NO SCALE (PER STD. & SPEC. 3.38 OF VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, 3RD ED.) DESIGNED: CMS DRAWN: DAA CHECKED: GWC — DATE: 3/6/00 WIRE SCREEN ---, GRAVEL FILTER WIRE SCREEN CONCRETE BLOCK OVERFLOW FILTERED WATER SEDIMENT OO RUNOFF WATER — - -j WITH SEDIMENT —� DROP INLET WITH GRATE ,SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. IP DROP INLET PROTECTION DETAIL NO SCALE (PER STD. & SPEC. 3.07 OF VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, 3RD ED.) DETAILS NORTH FORK RESEARCH PARK, DISTRICT #29 OFFICE BUILDINGS #1 & #2 ALBEMARLE COUNTY, VIRGINIA VAR. WIDTH SIDEWALK OR SIDEWALK c•nnnr- A i 6' 3' 6' MIN. -------------�I— --------- — — / I � BVAR. WI DTH _ SIDEWALK OR � o SIDEWALK SPACE o�, 0.5' TANGENT PLAN 3'-0 NAINI RADIAL PLAN * FOR COMMERCIAL ENTRANCE (HEAVY TRUCK TRAFFIC ANTICIPATED) SEE STANDARD CG -13 SHEET 203.10 TAPER CURB HEIGHT DOWN TO 0 AT THIS POINT OR CONTINUE AT FULL HEIGHT WHERE APPLICABLE. --\ VAR. 3' MIN. VAR. WIDTH SIDEWALK OR SIDEWALK SPACE TYPICAL ALTERNATE RADIAL PLAN FOR USE AT APPLICABLE STREET CONNECTIONS AND COMMERCIAL ENTRANCES REVISIONS: FEBRUARY 8, 2001 MSPA SUBMITTAL MARCH 13, 2001 PER ENGINEERING DEPT. COMMENTS V Q w 02 Z t!) 7'-4" IS THE MINIMUM REQUIRMENT TO ACHIEVE SIDEWALK AREA A 12:1 SLOPE (WITH OR WITHOUT BUFFER STRIP) 61 , 70-411 I STD. CG -6 8.33% MAX. a 4„ a ©a. a a THIS ITEM MAY BE PRECAST OR CAST IN PLACE SECTION A—A SLOPE 12:1 MAXIMUM SECTION B—B - LIMITS OF EXPOSED AGGREGATE SIDEWALK NOTE: CURB RAMP TO BE CLASS A-3 CONCRETE WITH EXPOSED AGGREGATE FINISH. RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 12:1 i J V) V) ry U NO SCALE SCALE: PLAN N0, AS SHOWN T- R9 9130.20L P:\PROJECTS\R99\R99130\R99130-20\dwg\C99130-20_DT.DWG C—V a N 30' 10'-0" 10'-0" 10'-0" BUILDING v2 TRANSFORMER/GENERATOR BOARD ON BOARD ENCLOSURE NO SCALE 15'-0" 7'-6" 7'-61# BOARD -ON- BOARD GATE BOARD -ON- BOARD GATE 0 I 0 DUMPSTER PAD DETAIL NO SCALE 20'-0" 10'-0" 10'-0" BOARD -ON- BOARD GATE BUILDING 0 BUILDING e1 AND c2 TRANSFORMER/GENERATOR BOARD ON BOARD DUMPSTER SCREEN BOARD ON BOARD ENCLOSURE SCREEI NO SCALE NO SCALE 5'-0" 6"0 STEEL POST (FILLED WITH 2500# CONCRETE) BOLLARD DETAIL NO SCALE z:%, Draper Aden Associates Blacksburg * Richmond, Virginia LIl�'lilGGllllg - vu,vcyai,g - ,...uvuv.ui.v.,w• ,.,... ....... DESIGNED: CMS DRAWN: DAA CHECKED: GWC _ DATE: 3/6/00 1 27 Page 1 Station Len Drag Arcs Rnoff Area x C To Rain Total Cap Vet Pipe Invert Elev, HCL. Elev Grnd ! RIM Eley Una iD Check JL u oen III loss coeff HGL elev (it) Depth 00 0) now full EGL siev Sf { } Ave 5f c�) slope Grnd i Rim Elev {gy(19 m Up on Up On Llan To Incr Total Incr Total Inlet Syst 1 Line € (as} (00) {C) 1.52 4,46 (min) (ruin) Qnmr) (sfs) (fs) {Rios) (in) N {ft) {ft) tl (ft} Q* 0.467 1.25 i End 100.0 1.90 2.39 0,40 0.76 1.20 10.0 fi0.0 5.6 6.76 7.43 4.81 18 0.50 548.50 54E.f10 549.62 i 548.20 550.75 54825 21-20 2 1 90.0 MOD 0.49 0.00 0.00 0.44 0.0 5.8 6.6 2.91 10.55 3.31 15 2.57 651.00 548.60 551.68 550.06 558.00 550.75 22-21 3 2 135.0 0.49 0.49 0.90 0.44 0.44 5.0 5.0 6.8 3.00 13.89 6.61 15 4.63 559.25 553.00 559.94 553.40 568.50 55800 23-22 Page 1 4AU -:11r,411"MI Page f Size {In} 0 tom} Page i Area x C Downstream ( n O"r) Len {ft) Page 1 Line $tui Q Downstream Len Up Check JL u oen III loss invert elev (M HGL elev (it) Depth 00 Area Wn Vart MIS) Vast head (it) EGL siev Sf { } Ave 5f c�) nrgy Ess irrss 00 Grnd i Rim Elev {gy(19 m () (ft) Vol head {ft} QQ Invert elev, (M HGL elev (n) Depth (M Area ( Vel ) Vol head m) EGL elev 00 Sf N 1 18 6.76 548.01) W-20 1.20 1.52 4,46 0.31 549.51 0.433 100 548.50 549.62 1,12 1.42 4.77 0.35 549.97 0.501 0.457 0.467 1.25 0.4+4 2 16 2.91 548.60 55ODS 1.25 1.23 2.37 0.09 550.15 0.203 90,0 55100 551.68 0.68** 0.69 4.24 0.28 551.96 0.606 0.404 NIA 0.85 0.24 3 15 3.00 653.00 553AO 0.40* 01.34 8.92 1.24 554.63 4.464 135 559.25 559,94 0.69** 0.70 4.30 0.29 SM -23 0.613 2.538 NIA 1.00 0.29 Project Fie: r99130 -20e stn I -D -F File: aftmarle.11DF Total number of lines: 3-- Run Date: 07-27-20M NOTES: Initial taliwater elevation 549.2 {ft} , * Normal depth assumed., ** Critical depth assumed. 4AU -:11r,411"MI Page f Page 1 Line Size {In} 0 tom} Page i Area x C Downstream ( n O"r) Len {ft) Page 1 Line Upstream Q L'?ownstream _ Len Upstream Station Len Drng Area Rnoff Area x C Tc Rain Total Cap Vel Pipe Invert Elev HGL Elev Grnd i Rim Elev Line ID Area Vol t $i Vol head {ft} coeff Sf {%) i 2 (I) flow full 544.11 544.86 Size Slope Up On Up On Up On 544.74 552.65 Una To Irm Total Incr Total Inlet Syst 0.85 1.00 Una {ft) (oo) {ac) (C) (ft) {ft) (min) (mIn) {In/hr) (cfs) (cfs) {ft/s) {In) p,� {!. ) {ft) (ft) {ft) (ft) 00 tff) 6.4 6.6 6.7 6.8 1 End 93.0 0.00 0.16 0.00 0.00 0.14 0.0 5.4 6.7 0.96 7.46 1.92 15 1.33 544.35 543,11 544.74 544.11 549.20 547.08 8-7 2 1 1 70.0 0.16 0.16 0.90 0.14 OF. i 4 5.0 5.0 6.8 0.98 21.56 2.89 15 11.14 552.25 544.45 552.65 544.86 559.50 549.20 9-8 Page 1 Line Size {In} 0 tom} Page i Area x C Downstream ( n O"r) Len {ft) Page 1 Line Upstream Q L'?ownstream _ Len Upstream JL coeff tic} lolse (it) Invert elev (ft) MGL a!e'! #%.1 Depth th) Area (sgtt) Vol tis) Vol head (h) EGL elev (ft) Sf {%) Ave Sf (°rb} Enrgy loss tti3 Invert elev (n) HOL elev #Q00(60) Depth Area Vol t $i Vol head {ft} EGL elev tft) Sf {%) i 2 15 15 0.96 0.98 543.11 544.45 544.11 544.86 1.00 0.41 1.05 0.35 0.92 2.84 0.01 0.13 544.12 544.98 0.023 0.444 93.0 70.0 544.35 552.25 544.74 552.65 0.39*" 0.40** 0.33 0.33 2.92 2.93 0.13 0.13 544.88 552.78 0.485 0.486 0.254 0.465 N/A NIA 0.85 1.00 0.11 0.13 Project File: r99130-20b.stm tan) {fib) I -D -F File: albemarle.IDF (ft) {ft) (ft) (K) Total number of tines: 2 (cfs) 1 2 3 4 Run Date: 05-17'-2000 185.0 82.0 80.0 80.0 NOTES: initial tailwater elevation = 544.11 (ft) , * Normal depth assumed., ** Critical depth assumed. 0.90 0.90 0.90 0.90 0.18 0.54 1.81 0.09 3.21 2.44 1.90 0.09 5.0 5,0 5.0 5.0 6.3 5.9 5.4 5.0 6.4 6.6 6.7 6.8 20.71 16.01 12.69 0.61 97.71 17.32 15.34 6.46 5.77 7.78 5.28 0.50 Omni ='NuIP-411-1 12L M 15 Page 1 •' . - e t •a IL 1 Page 1 Storm wer Tabulation 17-18 Page i Area x C To ( n O"r) Total flow (CIS) Page 1 Line Size Q L'?ownstream _ Len Upstream Station Len Drag Area Rnoff coeff Area x C Tc Rain ( Total flow Cap ll Vel Pipe invert Elev HGL Etev Grnd 1 Rim Elev Line fD Siwe Slope Up On Up Dn Up Dn Line To Incr Total Incr Total inlet Spt 185 82.0 80.0 80.0 55.0 116 Line (ft) (ac) ($c) (C) 0.68 0.86 0.43 0.00 025 0.10 526.20 539.33 540.36 540.15 539.12 539.35 {min) (min) On/hr) (cfs) (cfs) tftfs) tan) {fib) (ff) (ft) {ft) (ft) (K) (ft) (cfs) 1 2 3 4 End 1 2 3 185.0 82.0 80.0 80.0 0.20 0.60 2.01 0.10 3.57 2.71 2.11 0.10 0.90 0.90 0.90 0.90 0.18 0.54 1.81 0.09 3.21 2.44 1.90 0.09 5.0 5,0 5.0 5.0 6.3 5.9 5.4 5.0 6.4 6.6 6.7 6.8 20.71 16.01 12.69 0.61 97.71 17.32 15.34 6.46 5.77 7.78 5.28 0.50 30 21 21 15 5.68 1.20 0.94 1.00 524.00 537.00 537.85 538.75 513.50 538.02 537.10 537.95 525.52 538.47 539.93 540.15 515.50 537.36 539.41 540.14 542.20 544.50 544.50 543.10 516.00 542.20 544.50 544.50 11-10 12-11 13-12 14-13 5 1 55.0 0.42 0.+66 0.90 0.38 0.59 5.0 5.6 6.6 3.94 5.97 4.94 15 0.85 537.97 537.50 538.77 538.25 544.65 542.20 15-11 6 5 116.0 024 0.24 0.90 0.22 0.22 5.0 5.0 6.6 1.47 4.57 1.91 15 0.50 538.65 538.07 539.25 539.16 543.40, 544.65 16-15 •' . - e t •a IL 1 Page 1 DETAILS NORTH FORK RESEARCH PARK, DISTRICT #2, OFFICE BUILDINGS #1 & #2 ALBEMARLE COUNTY, VIRGINIA dr f10 ren Sevier Tabulation 24�-25 Storm wer Tabulation 17-18 Page i Area x C To ( n O"r) Total flow (CIS) Page 1 Line Size Q L'?ownstream _ Len Upstream Check JL coeff Minor loss invert elev (ft) HGL elev {ft) Depth {ft) Area {sutft} Vet {fits) Vei head (ft) EGL elev {ft} Sf I�°bl) Ave Sf {°�) Enrgy toes {ft) Incr Total {in) (Cis) {fi} {ICj {ft) Invert elev {ft) 513.50 536.02 537.10 537.95 537,50 538.07 HQL elev {ft) 515.50 537.35 539.41 540.14 53825 539.16 Depth {!t) 2.00 1.34* 1.75 1.25 1).75*' 1.09 Ares {sgft) 4.21 1.97 2.44 1.23 0.77 1.13 Vet 0I�) Vel head (f0 IE elev (ft) Sf N 4.92 8.13 528 0.50 5.11 1.30 0.38 1.03 0.43 0.00 0.41 0.03 515.88 538.38 539.85 540.15 538.66 =AS 0.267 1.181 0.642 0.009 0.818 0.047 185 82.0 80.0 80.0 55.0 116 524.00 537.00 537.85 538.75 537.97 538.65 525.52 538.47 539.93 540.15 538.77 539.25 1.52** 1.47** 1.75 1.25 0.80 0.60 3.13 2.15 2.41 1,23 0.83 0.58 6.62 7.43 5.28 0.50 4.77 2.53 0.68 0.86 0.43 0.00 025 0.10 526.20 539.33 540.36 540.15 539.12 539.35 4.542 0.983 0.642 0.009 0.687 0.239 0.404 1.082 0.642 0.009 0.752 0.143 NIA NIA 0.514 0.007 0.414 0.166 1.25 1.10 0.50 1.00 1.10 1.00 0.85 0.95 0.22 0.00 0.39 4.10 1 2 3 4 5 6 30 21 21 15 15 15 20.71 16.01 12,b'9 0.61 3.94 1.47 Project File: x99130-20c.5tm i -D -F File: albemarte•.ii7F Total number of lines: 6 Run 1Date: 07-11-2000 O ktrvrce- InWior faikmotcar olav*Mn = 515.5 (ft) . Normal depth assumed., ** Critical depth assumed. DETAILS NORTH FORK RESEARCH PARK, DISTRICT #2, OFFICE BUILDINGS #1 & #2 ALBEMARLE COUNTY, VIRGINIA dr f10 ren Sevier Tabulation 24�-25 Storm wer Tabulation 17-18 Page i Area x C To ( n O"r) Total flow (CIS) Page 1 Vet {fill) Rain Total Cap Vel Pipe Invert Elev HGL Elan Grnd ! Rim Eiev Ei8 Una 1D Station Len Drrtg Area Ruoff Arae x C To Syat (min) Unca Incr Total coeff 1100.() 11.32 11.32 0.9€1 1.19 11.19 6.0 5.0 6.8 18.09 131.50 5.62 flow full 531.59 522.70 536.00 523.00 18-17 Size Slope Up On Up On Up Ave St On; (00 (210 (C} 516.15 Iner Total Inlet Syst Line To {ft/s) Line 00 (ao) {ac) (C) elev (ft) (it) (min) (mlo) O tris} (cfs) FIs) (in) t°�` ) (11t) (it) (Q 00 #Q 3.22 t 3.73 15 2.13 517.45 515.00 518.17 516.00 527.60 516.50 2-1 2 1 2{I0.0 0.18 0.80 0.90 0,16 0:2 50 1 End 100.0 0.45 0.45 0.90 0.40 0.40 5.0 5.0 6.8 2.76 11.18 3.39 15 3.00 1525.75 522.75 1526.41 1623.75 =00 524.00 12S-24 4.54 Hydraflow Hydraulic Grade Lire Computations 24-25 N/A 0.75 0.41 1 4.9 Page ' 14.15 3.72 15 Downm 543.55 Len 544.21 Upstream 548.35 541.00 4-3 Check JL coeff Minor loss Lina Size @ 0.19 0.40 50 invert HGL Depth Area Vet Vel EGL St 543.65 invert NGL Depth Area Vet Vel head EGL elev St Ave Si Enrgy loss 0.90 0,21 0.21 I -D -F File: aibemarie.iDF elev elev 12.79 2.40 15 trend (ft) elev () (} () elev Ot) eleV (ft) t�) (gym cfus) (tt) {ft} C%'a} {9'0} (ft) (i4 t ) cin) ( (ft) (ft) Ot) ( } MIS) 523.75 1.00 1.05 2.62 0.11 523,86 0.191 ' 100 525.75 0.66** 0.66 4.16 0.27 526.68 0.594 0.392 NIA 0.15 0.04 1 15 2.76 522.75 1526.41 j Project File- x99130-20f.sirn I -Q -F Fite: alberrlatlu;.!©F NMS: Initial tailwater elevation = 523.75 (ft) , * Normal depth assumed., ** Critical depth assumed. Total number of lines:l Run Date: 05-012000 Hydraflow Storm wer Tabulation 17-18 Page i Area x C To ( n O"r) Total flow (CIS) Cap hull (cis) Vet {fill) Pipe invert v D Downstream Dow Upstream Size tin) Slope Up Ei8 HGL Elev Gmd / Rim Elev Line ID Station Len (h) amg Area Iner Total (8) {ac) Rnoff coeff (C) Area x C To ( n O"r) Total flow (CIS) Cap hull (cis) Vet {fill) Pipe invert v D Downstream Dow Upstream Size tin) Slope Up On {ft) Up (n} On Up On Incr Taal filet (min) Syat (min) Unca % Line 1 End 1100.() 11.32 11.32 0.9€1 1.19 11.19 6.0 5.0 6.8 18.09 131.50 5.62 18 9,00 530.50 521.50 531.59 522.70 536.00 523.00 18-17 Hydraflow Hydraulicrade Line Computations 17-18 2 X 4 TREATED STRINGER 1 X Page 1 Line Size D Downstream Dow Upstream Len Len Orng Area Incr Total upstream Area x To Rain (Ij Check JL Neff Minor Ions Pipe Invert Elev HGL Elev invert HGL Depth Area Vol Vel EGL Sf Up Invert HGL Depth Area Vel Vel head EGL elev Sf Ave St Enrgy loss (00 (210 (C} 516.15 0.26+0 mf (n) elev elev (cfs) (sIn) {ft/s) head (ft) elev (1t) N (it) elev (ft} elev (ft) (it) (sAff) (ff1s) #4 {ft) 115.0 N iff} 0.00 } 0.72 on) on) (Cis) (M(ff) 3.22 {ft) 3.73 15 2.13 517.45 515.00 518.17 516.00 527.60 516.50 2-1 2 1 2{I0.0 0.18 0.80 0.90 0,16 0:2 50 18 8.09 521.50 522.?0 i 20 1.52 5.34 0.44 523.14 10.621 100 534.50 631 .69 1.09*'' 1.37 5.91 4.54 532.13 0.778 0.699 N/A 0.75 0.41 1 4.9 2.72 14.15 3.72 15 4.80 543.55 538.25 544.21 537,04 548.35 541.00 4-3 4 3 120.0 021 0,44 0,90 0.19 0.40 50 5.6 5.0 199 14.20 3.27 15 4.83 549.45 543.65 550.01 544.34 554.00 548.35 6.4 5 Total number of fines, i 1107.0 0.23 Run Date: 05-02 200tI 0.90 0,21 0.21 I -D -F File: aibemarie.iDF Project File: x99130-20d.stm 1.07 12.79 2.40 15 3.93 553.75 549.55 554.16 NOTES: Initial tailwater elevation = 522.7 (ft) , * Normal depth assumed., ''*' Criticsl depth assumed 554.OD 6-5 Page 1 Page 1 4 TREATED POST 2 X 4 TREATED STRINGER 1 X Line Size a DownstraIrm Len Upstream Station Len Orng Area Incr Total Rnoff tx�tf Area x To Rain (Ij Tota! flow Cap lull Vol Pipe Invert Elev HGL Elev Lund / Rim Efev Llne lD Size Slope tip On Up int Up Dn 11I TO") Inlet 1 t� To 515.00 Utre (n) (00 (210 (C} 516.15 0.26+0 mf (n) min ( } titer} (cfs) (om) (ft/8) (ht) M tit} (ft) (fir) (h} 0.14 2 15 1 End 115.0 0.00 0.80 0.00 0.00 0.72 0.0 8,2 4.6 3.22 9.43 3.73 15 2.13 517.45 515.00 518.17 516.00 527.60 516.50 2-1 2 1 2{I0.0 0.18 0.80 0.90 0,16 0:2 50 7.1 4.7 3.38 19.69 4,43 15 9.30 536.15 517.55 536.89 518.30 541.00 527.60 3-2 3 2 152.0 0.18 0.62 0.90 0.118 0,56 5.0 6.3 4.9 2.72 14.15 3.72 15 4.80 543.55 538.25 544.21 537,04 548.35 541.00 4-3 4 3 120.0 021 0,44 0,90 0.19 0.40 50 5.6 5.0 199 14.20 3.27 15 4.83 549.45 543.65 550.01 544.34 554.00 548.35 6.4 5 14 1107.0 0.23 0-23 0.90 0,21 0.21 5.0 6.0 5.2 1.07 12.79 2.40 15 3.93 553.75 549.55 554.16 550,16 569.75 554.OD 6-5 Page 1 a 9 0 W2" PREFORMED N EXPANSION 40INT D ° ALONG BRICK WALL D D 4 � a d 1' ( 9' I 1, BUILDING 81 AND 82 DUMPSTER PAD PLAN VIEW NO SCALE REVISIONS: FEBRUARY 8, 2001 MSPA SUBMITTAL MARCH 13, 2001 PER ENGINEERING DEPT. COMMENTS PLAN N0, AS SHOWN V VIVIrn C.I L T-R99130.20L 4 X 4 TREATED POST 2 X 4 TREATED STRINGER 1 X Line Size a DownstraIrm Len Upstream Check cJL thin or invert (ft) HGL alev ( Depth UQ Area (111140tea) Vel 'Vel head (M EGL u► (f1) Sf +(°A} Ave Si tom) EmW loos {� (in) (om) tff) t�) (ft) invuart elev (ft) HGL Depth elev (ft) 01) Arerc (�) Vel MIS) Vol head (M EGL 9W+etev (1`t) Sf tom} 1 15 3.22 515.00 516.00 1.00 1.05 3.06 0.15 516.15 0.26+0 115 $17.45 518.17 0.72`* 0.73 4.41 0,30 518,47 0.630 0.445 NIA 0.45 0.14 2 15 3.38 517.55 518,30 0.75 0.77 4.36 0.30 518.fi0 0.591 2W536,15 535.89 0.74** 0.75 4.50 0.31 537.20 0.843 0.619 NIA 0.50 0.16 3 15 2.72 535,25 537.04 0.79 aA2 3.31 0.'17 537.21 0.33$3 152 543.55 544.21 0.�"* 4.65 4.14 0.27 544.48 d.SAfi 0.462 N/A 0.50 0.13 4 15 1A9 543.65 544.34 OA9 0.70 2.85 0.'13 544.47 0.270 120 549.45 5W.01 0,56** 0.54 3.70 0.21 550.2,3 0.540 0.405 N/A 0.70 0.15 5 15 1.07 549.55 550.16 0.61 1).80 1.79 0>05 650.21 4.117 107 553.71 554.16 0.41** 0.35 3.01 0.14 554.31 0.490 0.303 NIA 1.00 0.14 Project File: r99130.20.stm albeffmda.IDF Total number of limas: 5 Run Date: 07-11-20W NOTES: Initial tailwatar elevation = 516 (ft) , * Norma! &pth assumed., i1f0t Critical depth assumed. a 9 0 W2" PREFORMED N EXPANSION 40INT D ° ALONG BRICK WALL D D 4 � a d 1' ( 9' I 1, BUILDING 81 AND 82 DUMPSTER PAD PLAN VIEW NO SCALE REVISIONS: FEBRUARY 8, 2001 MSPA SUBMITTAL MARCH 13, 2001 PER ENGINEERING DEPT. COMMENTS PLAN N0, AS SHOWN V VIVIrn C.I L T-R99130.20L 4 X 4 TREATED POST 2 X 4 TREATED STRINGER 1 X 6 TREATED SLAT T$ p; u , r?1 k'F P: AZT H 0j 4 GLENN W. CUSTIS CERTIFICATE No. 8039 �. �OF'E S S 10'tA �~ � 130-20-DT.DWG C-9 SANITARY 555 550 545 540 535 530 525 520 515 510 505 500 495 SEIRIERPROFILE DRAWNDESIGNED: DAA CMS CHECKED: GWC DATE: 3/6/00 PROFILES NORTH FORK RESEARCH PARK, DISTRICT #2, OFFICE BUILDINGS #1 & #2 ALBEMARLE COUNTY, VIRGINIA So 5 WATERUME PROFILE(TOBUILDXNG 57 565 560 555 550 NNIS 545 —711 A�ERUN El 540 " M—�I�E NT�UN� SERARATION 535 530 10+00 HORIZONTAL GRAPHIC SCALE 0 so 160 320 ( IN FEET ) 1 inch = 80 & VERTICAL GRAPHIC SCALE 0 `2.5 5 10 20 1 c c FEET ) inch = 5 M #2-.) = X 00 — I MAINTAIN 3 ExisriNG MIN. CO R �'-00000, '1.1100 12+00 WATERUNE PR �- w o c50 w O 2z !Y w 0 m � �'I�1 Q= {�}'�`' tG X t = li vi W°- i 14+00 (TO 13UXILDING #1 555 C D O � 550 LO N C) �' t1') O 11 co cz— o w ©ice =N �Lo rt � 545 rAj Oax to ah-� H / ;=. "-:Ln - °= _ •�� �_:::: 540 cn PROPOSED O _-- - - " -= -_ = tn 535 == = - __. - ~~:_ -~ SEPARATION MI 18 530 SEPARATION ,—EXISTING GRADE 525 00, 00e — — Az 520 f,: MAINTAIN 3 w MIN. COVER -� 515 rr-r M / 1200 "``°`' �" PARATI N MAINTAI 12* 1001 510 SEPARA ON 505 500 141 LF 8w DIP 321 LF -8" PVC SANITARY SEINER 231 LF-8PVC SANITAF Y SEWER 0 2.42 SLOPE 2.80% SLOP SANITAR SEWER 3 LF -8" PV( SANITARY SEWE 0 6.6 % SLOPE 495 o) o 'O 1,2 Mi LO M co as U-) 'q{n o Ln Ln �'? c� M II Ln 11 `r' II 11 LO O O z wU ' 10+00 14+00 18+00 �" , lI ra er Aden Associates Blacksburg • Richmond, Virginia Engineering • Surveying • Environmental Services DRAWNDESIGNED: DAA CMS CHECKED: GWC DATE: 3/6/00 PROFILES NORTH FORK RESEARCH PARK, DISTRICT #2, OFFICE BUILDINGS #1 & #2 ALBEMARLE COUNTY, VIRGINIA 4 565 560 555 550 545 540 535 10+00 HORIZONTAL GRAPHIC SCALE I ♦ 1 ! :T1 ( IN FEET ) I inch = 40 ft REVISIONS: FEBRUARY 8, 2001 MSPA SUBMITTAL MARCH 13, 2001 PER ENGINEERING DEPT. COMMENTS MARCH 28, 2001 PER CONTRACTOR COORDINATION APRIL 11, 2001 PER COUNTY COMMENTS 12+00 VERTICAL GRAPHIC SCALE D 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 & SCALE: AS SHOWN PLAN N0. T—R99130e20L 570 565 560 555 550- 5 45, 50545 540 535 530 565 560 555 550 545 540 535 •� i , ;1.:. .4 • CHRISTOPHER M. SHUST w " " .ZONAL C-10 I 111- i �!q ;��' I ... . .... �, ] •iil U4,; ii��l � l 580 575 570 565 560 555 550 545 540 535 530 525 520 515 510 505 12+00 1 �� ■'011(_93`1 ''! 11� Is 'j I u ', * Itof 580 DESIGNED: CMS DRAWN: DAA CHECKED: GWc DATE: 3/6/00 i 580 575 570 565 560 555 550- 545 540 535 530 525 520 575 570 565 560 555 550 545 540 535 530 --.----- - - __-___1-____._1__-___.___ ------------------ --- - ----- --------------- _-.__.-----------------.-.-----.- -------- --- - ------------------ --------.------------- ------------------ . ------------- .___ - -- - __ __ 6 .----------- ------- ______ ----- -------- - - - --- --- - -- - - -45 - -- - 2 ---- - --- - -- --- -- --- - ---- ------ - -- --- ---------.-. ---._._____ --I--------.__-------------------------------------- - - ---.----_---------- .---_---------.------------------------.---.- ----------..----- ----------------- ------------...---------.--.-------..--------. ------------------- -- --------- - -.------ ---- _ -- - -- -- ---------------..--.----------.--..-----------.---.-------.--.-.-.---.-.--.----.-----------------.---..--.--------.---------- - --- - -- -- -------------------------- - O - cfl ------- --- _ - - - - - -- - - --- - ---.- . -- ----- -- - - -- -- - - - - - - --- -_ -- - - - - - --.-- ------ __ _ --- - - %- --------------------_-__,_-----------------------------___--------------� 1 - O --p ---------- - -- - -- -- - - - -- - ... - -- 11 11 1 1 -- -- ------ O o- .-- r -.._.. -_- -- ----- to 1 . - ---------...------ -- --------------- - - - - ----_ _... f M - ,- - - --- -.._._..-- - - - --I - �t M -1- - - -- -- --- - - - - O - - - - ----- - - ----- -- - ----------------- -_________-_____-_C - ------ ----------- -- ---- N LO -- -- -__.___--_1_ - �- - - -.--~----.------.---- -- I -- - ----- ------,---------- ------ -- - -- - ---- - --- ---.---------- __ ______ __ __ ____ ------------------ M - '-4- ' �--- - --- - - - __ ----- - ____ -- --- -- - ----------.-.------- - - -- -- ---- ---- - ----._..------ d' -- - -- •o --------- (n --------------------- _-1_____ -....-------------.-.-------,-------.--.---.-� --------------- - - LO ---- -(� --------------- O ----- -.---.---,----------..------.-----/------- -----' cL1 (n U-) O _ - I--- D •o - --- -- -- - - --�..-----.-.----...---------------------.�-.�-.--�----�---,----,-----�---,----.-----.-.---.------------.-----.---� ____._____._______._1----- --------------- -----.------- ---.------------. ------- ---------- ------- _-____ ---------------N ---------- Qf _a' .- ---... -,----,,I--------------------i----- ---------------...----- ----------------"---------------, ___ ----,-,--�----.-----.-----[------ ----- -------.---------- --.---.------.---------------------------.-- ---------.-----------.-- ------------------- ----------------------.------------.-.- (X-------------- -------.--------.-------------------- --- ------- _--------- - - ----------------- --- ---------------- -.---- ---------------------- ---.--- ---- -_.-------------.- ----- ---- - -------------------,I----------------.--------.-------.--------------------------.---I-.-I--------I -.------------ ----.-----------.-- - -__---------.-.- -------.-------..--- ----------_-- ------ ] --------.----------.---.--- ------------- .---...--.- .- 0 o- I ------ - _--_---- ------ --- -_____. --- - --- - .. - __ -,J------------ - --- ----- _--------- ------------- ------. --- .----.-----------_.-. -- --- ---- ----- ----------_ .- ------ -- -------------N-------- -.----- ------ - �- z_ ____.--- -- - - ---- ------_____- ----------- -- -- - __------------ ---- ----------.---- ------- - -- - --- ---- ---- ---------------- ------.---- --- - - ---- --------------- - --------------------------.-._...--- - ------------ --- - ---- ------ ------------- --- -------- -------.---------------------- ------------------- --------_- -_ -------------- - --------- ----------------- ----- . --- ---- _..._ __ ____---- - ----- - - -_ _------- - - - ---- ___.-__- --- __ z --- -.-----Z--------------- - - -- ------- a ----- - _ -- -------- ------------------ __-__-EXISTING -- --.. - G - GRADE - . --- --- --..--- - ----- ---- -- _W -------- wz ¢ - --- --� ---__..._-- z --Z - ¢ - - - _----- -------- - - - __ ----- - - ----- __ - ____-_------------------------ /- - - - ------ -PROPOSED - -- - - -- - - - - -- ... - - GRAD E ----- --- -.-- ---- --------------- ----- ----- - -- ---.-------- -- -- --------_..-----------.-._..- -- --- - -----------------.-.. - -- ---- - ---- ----- ---------- -- - ------ ---------- CD--.------------.-----------------------------* ---- - . i. 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-- ---- -- __ - -- - -- -- - -r__ --12 "- M i- . - - ---- - ---- ----- --- ----------- ---- - ------ - --- -- _ _ --- - --- ---- -- - - -- -- - --- - ---- - ---- ----- --- - - - -- ---------------.._.----- -- --- -- - - -- --- --- - - - - - ---- - --- -- -- - -- - ---- ----------- - -- ---- ----- - - ---------------- - -- -- --- ---- - ---- -------- -- - ---------------------- - ---------- ------- - - /------------------------ ___ --------_- ----- ---- ------ . - 11 X----_- --------- -- -_ _—_ _---- _ --- - -- --- ---- ---- - -- - --- ------ - --------- ----- --- -- ----------- ---- ._..- --- - ----.----- - ---- ---------------- ------------------ - - -- ' ----------._----- .` - ----. _-- - - ---I----- - --_.----- - --1_______-________._____-_ _ __-----..___- -- - ---- -- - - --______-- - - -- - _ - - -- - -------------------- -- --- ------ - -------------I------_--------- -- -- ----------- ---------------- ------------------- - - ----- --- -------- - -- ______- ---.----.- __ ------------ .---.----------.------ ------------ ___ ___- -- - --------------- ------- -----------------------_ EXISTING __-__-----_-_--- GRADE ------------- ------ --- ----------- ------- -- --______ -------------.-------- _.--- - ___11 ---------- ---- --__ _____.__--PLUG_&- -__-___ _- _ __ ?� ALBEMARLE -- STANDARDS- �--�-----.-�-------.---------------.----�.-�--.-,-.-----�---,-------------� --------.---------______------____ _ __ PER _ COUNTY ------- - - ------.------ -- ---------- ---- -------------.-----�-----.------- -.�------�------.---,-----------,-� ------ ----- -- -- ------ ------ ------- ___ -------- ___.______..___.____4----7 - -- ---- - ---____--_-- ----. ------- _ -------- ----- ------------_ -------------------------- - ---- ------------------- ------------------------- - ------------- --------- ----------_------------------------------- , ____--_--_----------------_- 5______ __ ---------- ____ - _..-.---------------------------------- ._------------------------------- - ---------------- -------------------- ------.---------..__ .----...---._- -------------- -.------- ---- --- ._---- --_--_._ --------------------- ___------------ ----------.--_------------------------- __-------------- ---- ---- --------------.- ----------------- ------.--..--_----.---._ --------------_.------..-- ------------... --------------- --._-------.-.----- -..------------------- _--------Z--'-"-'-------'--'----'------"---'------L'----'---'.--- -- ------------------ ---------------------.------_--------- __ /--------------- ------------------ I I _7 '------:--_-_x_-.-_-_-------------------------� --- ____ ___ ____________ - - ------------.----- --------- ____.____________________ ____.__________________.____ __.__1_________________ -------.------------ ___ ___ ____ ___ ____ __,__.___,__.._______ _______._.______.___.__ .-----., ______,_,.______. .--,----. ,_______________._ ____ - _________ .- __.________.__ ____ ___._____.___ A— ______.____.___ ----------.-------.,--- _____._______________.,__ ���� � I — _______._�__._____.---,---,-------�-----.------ -------- ----. .__________,__ ------------ ---------- - - -PHA ----- .____------- -2 - - _ -- _-_------------------------ - -- --- --- --- - ------ — --- ____----------------------.---------__ -- -- ---.-.------- - - -_PHA ----.--- --1- -- _=_ - - -----------.--- ----------.- --- ---- ------------------- -- -------------- ------------- ---------PHA- __ 2 ------- -- - ----- ------ ---- ---.--------- -----.--------- ---.--.------.--- --.--------- -- .---- _ - ..-_ ------ -.-------__ ---- ------ --- -----_______-_ --------------- _ --------------- --------.-____-._ ---- --- - 0_____----- --- ---- - --- - -- --- ----_ ___._ ___--- -- - - -- - -- - --------------- ---------------- on --------.—_ ---1�-5-LF--15'-'--RCP--STfO M-SEWE --- ---------20O-LF-45-n_-RCP-ST RM ---SEWER- -------- so - ----- x-52 LF -W --RCP-- STORM ---- --- 2O--Lf-i-5�"- CP --STORM---- EWER--- -- - 7---tF-15-"-- R -R--STORM-SE Y&L - - - ---- -- - -- - --------- --@- ------ - o - ---- --- -- ---- - --- -- -LO -- - -------- —.--_ ---_ - --- -- ---__-.___--_.. -----.---- -- -- -- -- --9:30% - ------- -- ---- - LO ---- - -- --------------- E ---------- ---- ---__---------- ------------ -------- ---- ---.---- - �n ---t�._ 4:80%- ----- .--------- tOPE-------- -- ---------- ---- --- - -_ -----_ --- -_. `r' ----n ------ - -- Ln lo__ -----------®- 4: - -- ------ --- _____..-______ ____- o-------'--------@----3.'93P.'---S-LOPE------------ ��--SLf)PE---- - -- -_ --------------.__--.----_._ai -----___--- -----_ ------__- in-- -- _ _... _ ------------.--- .— ___________-1_1-_-K _----- __� ------------- — ----------- ------- - - - ----- - ------ - -- 9) V- ---_----(D - --"__.-----------------------.------- ------- o --------___"o------.------------------.-------------------rte ______-- ----- - ----- — --- 11 *1 --- _____________A=: -----------------.-----.-------.-.-..--..---11 ---------,— i— — -.--------- . _ � 1 __ ---- --______ --- ------ - -- ----------- --------------- ---.--------- - __ - ------------- -__-----_ - __ _ _------ --_ ---- ----.-..._.-- ----------- ------_ -_---_ -t----___K1___1- ------___i1- E-- .--- > �-------.------ 11 — -------------------._.-_________.__._1____________._ >Z7 -----,----,----I-----,----,- -___—___---->_ z -n 11 > - ----- -------------_- - -> -Z_ L?)i-- _ __ -- --- - _ _--Z----- �__ O _*--"-------,-------- > 12+00 1 �� ■'011(_93`1 ''! 11� Is 'j I u ', * Itof 580 DESIGNED: CMS DRAWN: DAA CHECKED: GWc DATE: 3/6/00 i 580 575 570 565 560 555 550- 545 540 535 530 525 520 575 570 565 560 555 550 545 540 535 530 525 520 I 515 505 GRAPHIC SCALE 40 0 20 40 80 160 ( IN FEET ) 1 inch = 40 ft. GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. 10+00 12+00 �ALTH 0-p'� , .TH oA y o�� 11 f,P ® j u,, o GLENN W. CUSTE �9 n CERTIFICATE No. x %� 8039 w r� ��� rr � Jill �� l IJ Ah'OFESSIOl3AyZAt �••� Drapm-ker Aden Associates Blacksburg + Richmond, Virginia Engineering • Surveying • Environmental Services I DESIGNED: CMS DRAWN: DAA CHECKED: GWc DATE: 3/6/00 i PROFILES NORTH FORK RESEARCH PARK, DISTRICT #2, OFFICE; BUILDINGS #1 & #2 ALBEMARLE COUNTY, VIRGINIA ------.----'------------------- ------.------------ SCALE: AS SHOWN C— 1 1 I PLAN N0. T-R99130.20L --_..— __------- 9 - . ------------------ -------- --- - --- -------�---.-.--------------�---� --- - ---- --------------------------- ----- -------------- __--...- --------- ---.---------- -- -------------- --___...------- .---- - -_ _____.__ ------..-- .-�I ----- - - -- M O, - __________,__ -_ ---------- -- V_ O -= =______ ------ ---- -- _1____-_-__-_._. ---.--------_____. -- - - - - -- -_ -_---C9 to -- ----- ----------- 11 - ---- M 0 7 ,n------ ____1------- -U, -------- ________________ -- --------- -----------.-------- __ _- _- __---. ------ -- - O OO -- - _._. -- ------ - - ------.------------_. 00 -� o o . t!7 - - ,Nn -- ----¢ N xn- ---- W -- _ --- ---- ----- .prr - ¢ t - -- �- .-;2 - - - - -- - -- ----.. err ' 00. p- - .. - a3_ ---- -.--- -----' R ---0 GRADE D -----.------- ---.------------. ---------.------ ------------ ----------- __ --.------..------..------.-- -----------------.--- EXISTING-GRADE_ _________A_ ----- -------.---------- --- 110, _ _______________________ ---.--- /------ ^ . ___ ------- __ , T ------. ------ -- ------------ ---------- - - 1I j _._... -- --- r'-- -, LJ ------ - _--_---- ------ --- -_____. -_ - --------- ------------ .� -- ---- ----------- -- -----.�___:.------ , r-----'" ------ - - -- -.---- - ----- - - : --------- - ----- - -- ---- _----------------- - ---- - --.---------- - - -- - - - ----__.----------- - - ---_-... ___ ___ -.------.-------.-- -------------_.----....-- 9 LF 15 -_._...- --®'t-:3- - ----------------_ - C -P ST M OR S --- 70---L _ __ STO ' 5" RCP--- - -- --_ -- M SEWER -------.____ --__________._1____________ - --__.._..- ----- ----- ----- ----------------------- -- - -- - - -- --------------- - ---- ----... ------ E %--SLOP ----__ E .-- --- -- - - --- 011.1 --- %SLOPE---- ---------- CD--.------------.-----------------------------* ---- - . i. LOn �-------------- ---------- ...-n ---- W' LO� li5---------- --- -- -------.------- -------------- -------_ _...--------------- _.------- -- ------------- 1 ----------1—"—.------.--. > z - --- - - - -------.------------ ---------- II- --� o? -- > � ---- - ---------- ---— -------.---.----- -.---------------�--------- O? .----.------ > z _. _------------ ---------.--.-..--- >' Z ---- --- - -- ------------- ------I----------- ----------- -- ----- ---------------------.-.------------- -------------.--- --------.--------.- ---- --- ------------------- - ----- -.----.-----..--_..------------- ------------._ ----.--PHASE_ ----------- _____________I-__________ 10+00 12+00 �ALTH 0-p'� , .TH oA y o�� 11 f,P ® j u,, o GLENN W. CUSTE �9 n CERTIFICATE No. x %� 8039 w r� ��� rr � Jill �� l IJ Ah'OFESSIOl3AyZAt �••� Drapm-ker Aden Associates Blacksburg + Richmond, Virginia Engineering • Surveying • Environmental Services I DESIGNED: CMS DRAWN: DAA CHECKED: GWc DATE: 3/6/00 i PROFILES NORTH FORK RESEARCH PARK, DISTRICT #2, OFFICE; BUILDINGS #1 & #2 ALBEMARLE COUNTY, VIRGINIA REVISIONS: FEBRUARY 8, 2001 MSPA SUBMITTAL MARCH 13, 2001 PER ENGINEERING DEPT. COMMENTS SCALE: AS SHOWN C— 1 1 I PLAN N0. T-R99130.20L 560 555 550 �_111�p= 540 535 530 525 520 515 510 505 Cate.] 10+00 S"TORM SEWER PROFELE 11 560 550 545 540 535 530 525 520 515 12+00 14+00 �M 555 550 545 540 535 530 525 520 515 510 5-0-5 = 26 STORM SEWER PRt' FELE: 24=25 - - -----------_.^^ --- --------- CMS PROFILES REVISIONS: - - -- ------- Blacksburg * Richmond, Virginia DRAWN: CHECKED: -c8 + 11 j _75.3- EM -GRA Engineering * Surveying * Environmental Services J_ 3/6/00 CN M to TING 4M t;o- )-E _ui 7- - -- --- --- -- ------------------ 3- :) < __ t_ A ---------- LO CL ----------- ----------- - 00 C-4 W)- - 4- ____ U) --,r-- _j L? - - - -------------- ------ --r- C14 M ------- M N_I.C� V) ----------- ------ - -- -------- ---- OT STAN DAR ------------ ------ - ---------- ---- --- - ---- ----------- ------ INSTAL L__SAFE1Y_5LA['C1 E VE - - ---- C/) GRADE- ...... _-GRAD&�_ - ---------- ------- -_-.PROPOSED GRADE ------------------ ------ . ....... _-_____ST0RM---SE'.WER------ T00--LF-t5-"--- -55AFW-Rcf� ----ST0RM--SEWfR_-- E-_ 77------------------ 1. -*36 ",LOf 07,-- SLOPE--- O Lo Co EXISTING GRADE - 0 Rd- --- ------- - —7 ------------ -------- - ANSTALL-SAFETY-SLABS JPER---V-DOT. IF! 21"-HD:)E-..,-,..--L I ------- --------- - ---- - - ----- ------------ -- --------- TO M-DRAR 0.4 L0 ---------- 7 ------------ ---- -------- - - -- --------- -------------- ASE--- a— 2 I_F_ I-F-em" - ----------- P*i sz" Dx/r Ln -------- LO LF -3( PVC STORN SEWER -----STORM-SEW CD20 N- SL C> U') Lo -- ----------- — ------ U') 06 U-) II 0 >: II A >: =-- - II U") ------- II LO 0 >: >: II --- -------- --. __ 0 . ...... .... ------ I 10+00 S"TORM SEWER PROFELE 11 560 550 545 540 535 530 525 520 515 12+00 14+00 �M 555 550 545 540 535 530 525 520 515 510 5-0-5 = 26 STORM SEWER PRt' FELE: 24=25 12+00 41C 545 540 535 .530 525 520 515 510 505 ------------------- - - -----------_.^^ --- --------- CMS PROFILES REVISIONS: - - -- ------- Blacksburg * Richmond, Virginia DRAWN: CHECKED: -c8 + 11 j _75.3- EM -GRA Engineering * Surveying * Environmental Services J_ 3/6/00 CN M to TING 4M t;o- )-E _ui 7- - -- --- --- -- ------------------ 3- :) < __ t_ A 0 CL� — LO CL --------------- GRADE-"\, PROPOSED - - - -------------- ------ ----------- OT STAN DAR ------------ INSTAL L__SAFE1Y_5LA['C1 E VE GRADE- - ---------- _-_____ST0RM---SE'.WER------ T00--LF-t5-"--- -55AFW-Rcf� ----ST0RM--SEWfR_-- E-_ ------- -*36 ",LOf 07,-- SLOPE--- O Lo Co 0 Rd- pe 5 12+00 41C 545 540 535 .530 525 520 515 510 505 ------------------- - ------ CMS PROFILES REVISIONS: waFEBRUARY vq=p Blacksburg * Richmond, Virginia DRAWN: CHECKED: DAA GWC 8, 2001 MSPA SUBMITTAL NORTH FORK RESEARCH PARK, DISTRICT #2, OFFICE BUILDINGS #1 & #2 MARCH 13, 2001 PER ENGINEERING DEPT. COMMENTS Engineering * Surveying * Environmental Services C) 3/6/00 ALBEMARLE COUNTY, VIRGINIA J-3.3-cD --- Ln - -- -- ------------------ 0 - - ----- CL CL it --- ----- PROPOSED - - ---- ---- ----------- OT STAN DAR ------------ INSTAL L__SAFE1Y_5LA['C1 E VE GRADE- - ---------- T00--LF-t5-"--- RC -P --STORM-', EWER— ------- --- --- 07,-- SLOPE--- T6 10+00 12+00 49=:N Dr Aden Associates DESIGNED: CMS PROFILES REVISIONS: waFEBRUARY vq=p Blacksburg * Richmond, Virginia DRAWN: CHECKED: DAA GWC 8, 2001 MSPA SUBMITTAL NORTH FORK RESEARCH PARK, DISTRICT #2, OFFICE BUILDINGS #1 & #2 MARCH 13, 2001 PER ENGINEERING DEPT. COMMENTS Engineering * Surveying * Environmental Services DATE: 3/6/00 ALBEMARLE COUNTY, VIRGINIA GRAPHIC SCALE 40 0 20 40 80 IN FEET I inch = 40 ft. GRAPHIC SCALE 5 0 2.5 5 10 7_1 A IN FEET ) 1 inch = 5 ft. SCALE: AS SHOWN PLAN NO, T-R99130.20L 160 0 NLTH 0j 0 GLENN W. CUSTIS CERTIFICATE No. 8039 �opE S S 1013 A1' P,\PRDJECTS\R99\R99130\R99130-20\cl.g\C99130-20-prf.cl.9 C-12 N (2) P441TE PINE 51TE L16HTIN6 MATERIAL LE6END I -e ej 5YM130L GUANTITY TYPE OF FIXTURE AND POST N, (4) KHITE ASH V. N, 23 EMC0 ECOLUME 400 KATT METAL HALIDE LAWS.,* PoLmEmAoK sHoEBox nv cjjT-oFf= REFLEcToR5 AND 2o (28) ARROKWMD VIBURNUM E30X DE -516N MOUNTED ON 3 FOOT CONO. BASE. CLy� 2)..Low PAE, PROPOSED TREE LINE 'TO MATCH SHOE TALL 4* STRAIGHT SWARE STEEL BLACK POST (1) KHItE`PINE -x 7 I "f :.. CHO 5 EM00 ECOLUME 400 HATT METAL HALIDE LAMP IN SINGLE BLACK SHOEBO�(ViITH C4JT-oFF REFLECTORS AND 22- r� " ... (4) KHITE ASH N. -1 13LACK POST TO MATCH SHOE BOX DE-5f;5N. TALL 4" STRA16HT SOUARE 5TEE %0, U N. v� -5 HAT I ME I Aq_ HALIDE LAMP g:� < "EVIS-ENATER.8 L -7 C. OR EGUAL. (I 3Y SPRINC ATY MANUFACTURINC 5LARE SHIELD IN 12 AI`I� C SHUTTER 6REEN COLOR MOUNTED ON 12-H1.61-1 EDC-EPiATER POLE. MANUFA/,TURER REP,,, -RANDY TANNER, OLD DIMINION L -7HTINC7,804-55q-383q IC N, NOTE: (q) TRANSPLANTED EASTERN RED CEDAR IN. % T% Xx 1. PLANT MATERIAL SWIriN ABOVE COUNTY MINIMUM ARE 5HOKq FOR BIDDIN6 -INHIT (3)' PINE -5 ONLY. THE 0KNERMEVELOPER MAY DELETE, REPLAr PLIRP05E E OR MOVE THE LOCATION OF PLANT MATERIALS SHOM AB0Vr- THE COUNTY MINIMUM (8) TRANSPLANTED EASTERN RED CEDAR .4 N, Z REOUIREMENTS. N, (3) NHITE PINE SHTINC A -44TIN65. 2. ALL EXTERIOR LIC 7SHALL BE CUT-OFF LIC N ":31N 5. SITE LIC714TIN6 5HALL BE "ED615KATER" BYSPRIN6 CITY MANUFATURINC7 OR THE EGUIVALENT V41TH A METAL HALIDE LAMP AND OLARESHIELD IN 5HUTTER, Zoe X NN LIC I"It "1 8 5 MPLE 6P I COLOR. 51 71-11 N(5 All ES AIND REARS AY E 1 A RECTANSULAR "5WE BOX" HEADS ON 25 FOOT MAXIMUM TAPERED POLES IN SHUTTER &RE =EN OR BLACK. SHOE BOX FIXTURES SHALL BE EGUIPPED VIIITH SHARP CUT-OFF REFLECTORS AND INSTALLED DIRECT TO ALL LI&HT TOINARD e THE GROUND PLAN. Z % -7 LIGHTINC 4. EXTERIOR BUILDINC SHALL BE INCANDESCENT... Z PROPOSED TREE LINE A ... .... ... (6� MITE 6AK & 'XT/ 4- �dp W N!, �.F" 5w EX. VEC7ETATION CONSIST OF APPROX. 10% ......... . DECIDUOUS TREE5 AND 50% EVER6REENR - THE DEC IDUOU5. TREES HAVE y, APPROX. 20% Or SOME ORNAMENTAL VALUE. e Af A (4 LOBLOLLY PINE 'AP 01) TRANSPLANTED EASTERN REP CEDAR (b) RED M UE -7) RED MAPLE (2) L05LLOY PINE (3)...NHITE PINE (15) RED 6AK EX. 50' BUFFER TO BE PRESERVED ARROMOOD VI PER PRFFERE-D TIONS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ""EMU V. 00013 -78) 0.) 'MAIX IWi9o: fREE D 0 0 C3 0 AMEkICM HORNBE ASH 0 0 D a C3 0 E OTtN& 5TAR4�" 0.0) MMON CRObUS (15 Z, ..... . . . . . 4 . . . . . . . . . . . . . -y (45) KILD THYME!'(16 . . . . . . . . (4-70) PE"WrLt (1 .6 . . . . . . . . . .. Z (21) BLACk-EYW SUSAN (218 0.6), (24) REGAL E vl�t (64) KiNTERc-REEN an ac) -16) W-;,R� (21 jNTB 9.6AN (21 O.cl) k&O TREE OW SHOOTIN& STAR (16" 0.6) -)M &I X3 ALE.- N '(5)- AMERICAN HbRNBEAM. OMMON 0ZOCA6 (1!50 OL) .. ...... ... f f HOLI_Y . .... ..... 40 t f ;s.: ......... . ............... (56) WWON CRO<, PROPOSED tREE LINE ros (u) RED o,�K . . . . . . . . . . ((W LONVQN- PLANE TREE f mom i ISO (10) LONDON PLANE IRE ............ ............. W ............... PROP05ED I LINE BX VEGETATION CONSIST Or- APPROX. 80% DECIDUOUS TREES AND 26%. EVERC-REEN. CL_ N Roa,15, '--10% Or- 11-E DECIDUOUS TREESHAVE APPROX. ...SOME ORNAMENTAL VAILUE. 'y (b) LONDON PLANE TREE (1) FOSITEP644O.LLY' .......... -y (2). AVE. OAK- NITH oj KEVIN T. BARNES No.000767 t 4ANDSO-0- Go () ? I AN z ga. E VOW Wo -_�= 11� LL C? a: m N M > ask 3 8 w coati co cz, (9 + co A% < 0 to > 0 tL E cc Cox REVISIONS DESIGNED BY: KTI3 DRAWN BY. KT1B CHECKED BY: KTB SCALE: In - 30' DATE* 28 FEBRUARY, 2001 PRCUECT NUMBER: R99130-23 L 1 1 OF 2 9913020LI.dwg 30" MIP 3 a�+4r.e%+! `:.e;a.;k � � •� �����: �`.'t{-. �s� # ��� `+Ia`ir Ykli��. 1. ALL PLANTS SHALL CONFORM TO CURRENT AAN STANDARDS AND SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM FINAL ACCEPTANCE. 2. OWNERS' REPRESENTATIVE RESERVES THE RIGHT TO INSPECT ALL MATERIALS AT SOURCE. 3. PLANTING MIX SHALL CONSIST OF A UNIFORM MIXTURE OF 75% TOPSOIL, 20% CLEAN SAND AND 5% COMPOSTED COW MANURE. 4. FERTILIZE ALL PLANTS PRIOR TO COMPLETION WITH OSMOCOTE 14-14-14 PER MANUFACTURER'S LABEL. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL UTiUTIES AND SHALL MAINTAIN A CURRENT MISS UTILITY NUMBER THROUGHOUT WORK PERIOD. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AND WATERING OF ALL PLANT MATERIAL UNTIL FINAL ACCEPTANCE. 7. CONTRACTOR SHALL PROVIDE OWNERS REPRESENTATIVE WITH DETAILED, WRITTEN LANDSCAPE MAINTENANCE INSTRUCTIONS PRIOR TO FINAL ACCEPTANCE. 8. REMOVE ALL HOSE, WIRE AND STAKES AT END OF GUARANTEE PERIOD. 9. ALL SELECTIVE THINNING AND CLEAR VIEWING SHALL BE DONE AT THE DIRECTION OF OWNER'S REPRESENTATIVE. 10. LANDSCAPE CONTRACTOR SHALL PROTECT EXISTING TREES FROM ANY DAMAGE DUE TO LANDSCAPE WORK. 11. IN AREAS WHERE PLANTING OCCURS IN WET SOILS, RAISE PLANT 4" ABOVE NORMAL PLANTING DEPTH AND PROVIDE 4" #68 STONE AT BOTTOM OF PLANTING PIT. SHAPE SURROUNDING GRADE TO MATCH. 12. ALL PLANT BEDS SHALL BE MULCHED (MIN. 3") AND EDGED CLEANLY WHERE ADJACENT TO ANY EXISTING LAWN, SODDED, OR SEEDED AREA. 13. FIELD ADJUSTMENTS MAY BE NECESSARY BECAUSE OF SITE CONDITIONS (EX.: ROOT BALL AND UTILITY CONFLICT) MAJOR ADJUSTMENTS MUST BE APPROVED BY LANDSCAPE ARCHITECT. 14. ROUGH GRADING SHALL BE DONE BY GENERAL SITE CONTRACTOR. ANY FINE GRADING SHALL BE DONE BY THE LANDSCAPE CONTRACTOR. 15. IF SOMEONE OTHER THAN THE LANDSCAPE ARCHITECT (OWNER, BUILDER, ETC.) ADVERTISES, SOLICITS AND/OR RECEIVES BIDS FOR WORK, THE LANDSCAPE CONTRACTOR SHALL STILL PROVIDE UNIT COPIES OF UNIT PRICE BID TO THE LANDSCAPE ARCHITECT. .,A* �{,•Yp� .3k sem-, 7aF• r'` X' '$ r�� �>Y *,+i �:': { -W,4 r`R311t GROSS SITE AREA 10% TREE COVER REQUIRED TOTAL TREE COVER PROVIDED (SEE PLANT SCHEDULE) 6.86 AC 298,822 SQ. FT. 299882 SQ. FT. 30,900 SQ. FT. ,- ,ysx Will :�•, ��.... ,. .:� .,ys.. �xc+s+ �„+: s;s�y. ..;.., ... - •� =3 19 NO" 21 LIN kl' I ..,. ty sK�' ,,y"•&�.. a���+Rej 61 . .;.. . t rMR - tol 1 TREE PER 10 SPACES REQUIRED 55 TREES FOR 541 PARKING SPACES 69 LARGE DECIDUOUS TREES PROVIDED N.T.S. TWICE BALL DIAMETER N.T.S. NOTE: 1. DO NOT CUT MAIN LEADER. 2. STAKING NOT REQUIRED FOR TREES LESS THAN 5' HT. RUBBER HOSE GALVANIZED WIRE GUY 2" X 2" HARDWOOD STAKE REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL SHREDDED HARDWOOD MULCH (MIN. 3" DEPTH) EARTH SAUCER AROUND TREE 2" X 2" HARDWOOD STAKE GALVANIZED WIRE GUY RUBBER HOSE WRAPPING REMOVBURLAP FROM TOP 1/3 -OF BALL SHREDDED HARDWOOD BARK MULCH?- MIN.) EARTH AUCER AROUND TREE 1RTH EDGE WITH .PESSED V 1T 3" BELOW GRADE JLCH 1BBER HOSE RAPPING ALVANIZED WIRE GUY 'HITE CLOTH SAFETY FLAG JRNBUCKLE EMOVE BURLAP FROM )P 113 OF BALL HREDDED HARDWOOD BARK ULCH (3" MIN.) 4RTH SAUCER AROUND TREE X 2" HARDWOOD STAKE OTE: 3 GUY WIRE/STAKES SHALL BE INSTALLED EQUAL DISTANCE AROUND TREE. TWICE BALL DIAMETER DETAIL: TREE PLANTING - OVER 4" CALIPER N.T.S. N.T.S. REMOVE BURLAP FROM TOP 1/3 OF BALL SHREDDED HARDWOOD BARK MULCH (3" MIN.) EARTH SAUCER AROUND BED REQUIRED CANOPY CALCS 10 YEAR CANOPY TOTAL CANOPY S.F. COMMON NAME SIZE 250 5,750 100 500 250 1G" MIN. 5 250 5s500 250 MIN 250 2,500 6" MIN. RED MAPLE N.T.S. REMOVE BURLAP FROM TOP 1/3 OF BALL SHREDDED HARDWOOD BARK MULCH (3" MIN.) EARTH SAUCER AROUND BED REQUIRED CANOPY CALCS 10 YEAR CANOPY TOTAL CANOPY S.F. COMMON NAME SIZE 250 5,750 100 500 250 6,000 200 1,200 250 5s500 250 6,250 250 2,500 Acer rubrum RED MAPLE 3" B&B 50 1, 400 50 400 50 1,300 B&B UNIFORM SHAPE 24 TOTAL 30,900 3" B&B UNIFORM SHAPE 6 Ginkgo biloba male Var. MALE GINKGO TREE 2" B&B UNIFORM SHAPE 22 Platinus X acerfolia LONDON PLANE TREE 3" B&B UNIFORM SHAPE 25 Quercus borealis RED OAK 3-1/2 B&B law 40 or TOTAL QUAN, BOTANICAL NAME COMMON NAME SIZE SPEC. REMARKS CALIPER HEIGHT SPREAD DECIDUOUS TREES 23 Acer rubrum RED MAPLE 3" B&B UNIFORM SHAPE 6 Carpinus caroliniana AMERCIAN HORNBEAM 2" B&B UNIFORM SHAPE 24 Froxinus americana WHITE ASH 3" B&B UNIFORM SHAPE 6 Ginkgo biloba male Var. MALE GINKGO TREE 2" B&B UNIFORM SHAPE 22 Platinus X acerfolia LONDON PLANE TREE 3" B&B UNIFORM SHAPE 25 Quercus borealis RED OAK 3-1/2 B&B UNIFORM SHAPE 10 Quercus alba WHITE OAK 3-1/2 B&B UNIFORM SHAPE EVERGREEN 63 Ilex x attenuata 'Fosters' FOSTERS HOLLY 5` B&B UNIFORM SHAPE 28 Pinus strobus WHITE PINE 6' S&B 8 Pinus taeda LOBLOLLY PINE 6' B&B 26 Juni erus Vir iniana EASTERN RED CEDAR 6' B&B CORNER OF THE TED SIS SOUTHERN SHRUBS 32 Ilex glabra INKBERRY 36a CONT. 36" O.C. 24 Li ustrum obtusifolium REGAL RED PRIVET 30" CONT. 36" O.C. 39 Viburnum dentatum ARROWWOOD VIBURNUM 3-1 2' B&B 4' O.C. GROUNDCOVER OR PERENNIALS 108 Crocus Vernus COMMON CROCUS — BULB 15" O.C. 312 Dodecatheon meadia SHOOTING STAR 15 CONT. 18" O.C. 340 Gaultherin rocumbens WINTERGREEN 18sf CONT. 21 O.C. 108 Mertensia VirginicaVIRGINIA SILVERBELLS 18" CONT. 21" O.C. 150 Rudbeckia hirta BLACK—EYED SUSAN 12 CONT. 21 O.C. 180 Thymus serpyllum WILD THYME 12 CONT. 18" O.C. 470 Vinca minor PERWINKLE 15 s CONT. 18" O.C. K58QR-L LUMINAIRE PAINT. CHARLESTON 4*I1EEM MATCH A PAINT C®!,MM ADDED B Op?lc;AL SYST(M WAS INTERNAL Q PME ADAPTOR WAS T-srke t�,h�ilNAti�E' . SP�iQA7I®. � I5iP1 CATALOGUE NO, M6CR-SAG-V-230tP= -144-277 9UANTjTy e7 GLnBE HAT'Li ACRYLIC j01; CLASS]`rn I TYPE v �Flj �E6IKONT FODTFtA�i WATTAGE- alUv ,t HALIDE �3RtSN CONCRETE POLE LINE StitfRGEI METALMETAL t,INE VDLTAGE, 277V PAINT, CHARLESTON 04EEN MATCH OPTIQNS, VL4 $CGRCNTED OPTICS III "w S91 4270t JADFEpull, lgK5399-33- -5-S51 %%r Vii}ChtflGUEFM., IcUril MJIANTtTY zr SECTION, 0,"TA,GONAL COLOUR► AZTEC JADE r 1filSt4, FaLisato POILE TOPi 9• FE/ft re wall c0 ccesst FOLc JUTT- 9 t/j, 0 GJV G�tOUnttlwtRE z PMC LENGTIRi 15 £+' AI.LENHEAD SCREW$ APPRaX VEiGt13, 1,467 Abs a GRADE W)RINS APERTURE J6 fffW IGi MUM CUSTOMER APPROVAL �. KIND LUMINAIRE ilio i bK, f4 tl�! ! t .}G,t4M. 040 �t its{ erttuD, ttistrtYa Ota 7» Lf peat epu�K Dee Ei.tA �I/+f APPR9VAL aur AA G pAtSJ'ECTf II► CHARLOTTESVILLE /—FluIAS. LINK LICK LAIMP (By i3rHERT) LA rCH TYPE v //?RE F -LE C I Ut- C1 OF R LPPLE D AC R YLi C 5 HIELD(NG BALLAST ASSEMBLY 3,10, Lm x1rsOL rep UP W -W SCRU K 4 go, APART TQ JrIT 33VIER 3 1120 01), 1XNaN x 3 Efg' LUM E t4 SATC Im R t'Tk E I ISL. 7gmm 11E a& 'Mat to OnImm mm ,o 24303 992740PRA REnf.,-c X56 -C -T-�w-25Cfi�4D CA11% aME hEiswrF�R-•S�i+C- Y -+250- MK- 27' T GUM T S T Y- MOPE W rL • ACRIL IC A IP PLED TES CL 'SSIrI . TYPE V WAT TAr,E, 25®v L1011 :ML RCE= METAL KALI X Liles 'V LTAG-E 2?jV<MJ..1f TAP-) pw Awrpa, r-SITAC LAM 11 a TKA r D � eActA$f TYPE* cvA 6'gUAIT tIANLArACT K%WETFK f AEVAIM: CATAt DIS 0111114112, I -'99R 1 i114S?°iI 1 �? QUICK oISICP,14E.1 (j TEOINAL IL.IX9 El PMNITt CR4LXSMN MEM M7CH CS ET UVA. PRA o to KEVIN T. BARNES No, 000767 f�0 L-4NDSCA4'f- �4 V r m z E M ��m .0 pN., . L tzc VZ x Q li x t` CL 6 a. :E (n N 0 10C, IN4 Q ;v o WW > ♦ 6 E<300 : xfj .� °,tea 41 �8�� �CI).wv CO 0 O m C4 0 co C= > N le N > 0No q � co W oti>xa -0U. .0 > E co _o N co if C) 0 0 a REVISIONS DESIGNED BY: KTB DRAWN BY: KTB CHECKED BY: KTB SCALE: NTS DATE: 28 FEBRUARY, 2001 PROJECT NUMBER: R99130-23 L.� 2 C1 F 2 la-dtls.dwg