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SDP200200072 Plan - Approved 2003-05-13
I G CHOLOO S C T ' U LD G PROJECT DATA: 1. THE OWNER/CLIENT OF THIS PROPERTY IS: UNIVERSITY OF VIRGINIA FOUNDATION 465 CRESTWOOD DRIVE P.O. BOX 400218 CHARLOTTESVILLE, VA 22903 TELEPHONE: 434 982-4848 FACSIMILE: 434 982-4852 2. THE DEVELOPER IS: EDC 1001 BOULDERS PARKWAY, SUITE 100 RICHMOND, VIRIGINIA 23225 TELEPHONE: 434) 982-4848 FACSIMILE: 434) 982-4852 3. THESE PLANS HAVE BEEN PREPARED BY: DRAPER ADEN ASSOCIATES 700 HARRIS STREET CHARLOTTESVILLE, VA 22903 TELEPHONE: 434 295-0700 FACSIMILE: 434) 295-2105 4. SOURCE OF INFORMATION: COUNTY RESEARCH AND/OR OWNER PROVIDED. 5. SOURCE OF SURVEY: DRAPER ADEN ASSOCIATES (FIELD SURVEY) JIM BELL (AERIAL TOPOGRAPHY) DATUM: USGS-NGS 29 6. NORTH FORK IS COMPRISED OF: TAX MAP: 32 PARCELS: 6A ZONING: PD -IP, THIS PROPERTY LIES WITHIN AIRPORT IMPACT AREA (AIA) 1 NOTE: THIS PROPERTY IS SUBJECT TO PROFFERED IMPROVEMENTS OF LOT 8-8 SHOWN ON THE ALBEMARLE COUNTY ZONING APPLICATION PLAN. 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 SQUARE FOOTAGE: 40,000 S.F. FLOOR AREA RATIO: 0.41 (BASED ON LEASE AREA) MAXIMUM BUILDING HEIGHT- 56.0 FT. INDUSTRIAL & COMMERCIAL USE: 0 SF LOT COVERAGE: (LEASE AREA) BUILDING: 21,000 S.F. (17.67.) PARKING, SIDEWALKS, & DRIVEWAYS: 36,232 S.F. (31.79) LANDSCAPED AND UNDEVELOPED AREAS: 58,011 S.F. (51.77.) MAXIMUM IMPERVIOUS AREA: 55,679 S.F. (49.39) APROPOSED BUILDING 2 SITE AREA: 2.62 Ac. USE: OFFICE & LABORATORY NOTE: HAZARDOUS MATERIALS: NO HAZARDOUS MATERIALS, INCLUDING MEDICAL WASTES, SHALL BE DISPOSED OF WITHIN THE PROJECT. 8. PARKING STATISTICS: REMARKS A JULY 1, 2002 BUILDING ETC -2 GROSS FLOOR SPACE= 42,000 SQ. FT. CG -6 JUNE 18, 2002 REVIEW COMMENTS NET FLOOR SPACE=80% GFS=33,600 SQ. FT. CG -6R PER ALBEMARLE COUNTY COMMENTS REQUIRED SPACES: A SANITARY SEWER & MANHOLE OFFICE SPACE: 1 SPACE/200 SF (NET) CONCRETE OCTOBER 11, 2002 A13,000 SF (GROSS), 10,400 SF (NET) HEAVY DUTY PAVEMENT OCTOBER 8, 2002 REVIEW COMMENTS ', Q 52 SPACES REQUIRED PER ALBEMARLE COUNTY OCTOBER 18, 2002 WATER VALVE LABORATORY SPACE: WATER METER 2 SPACES PER LAB MODULE DRAINAGE DIVIDES _ a 25 MODULES PROPOSED CONTOURS II00 CHECK VALVE 50 SPACES REQUIRED FIRE HYDRANT REQUIRED SPACES: 102 DROP INLET & STORM SEWER WELL (POTABLE) REQUIRED LOADING SPACES: 4 STORM SEWER & MANHOLE ETC -1 PARKING PROVIDED: ETC -1 & ETC -2 TOTAL PARKING ETC -1 REGULAR: PROVIDED: --°Q- ►� 104 o REGULAR: 100 ETC -2 REGULAR: 100 ADA ACCESSIBLE: 2 ADA ACCESSIBLE: 7 GAS DRIP TOTAL SPACES: 102 TOTAL SPACES: 211 LOADING SPACES: 4 LOADING SPACES: 8 POWER/UTILITY POLE 9. STANDARDS AND SPECIFICATIONS: LIGHT POLE/STREET LAMP -O- 1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) O OVERHEAD POWER LINE —E— — —E— — ROAD AND BRIDGE SPECIFICATIONS. 1993, 1994. -6- 2. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, RD OVERHEAD TELEPHONE LINE T— — —T— — DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 3RD EDITION, 1992. .. UNDERGROUND TELEPHONE — . • .. • —UGT.. • • • • - • • • • • - i 3. ALBEMARLE COUNTY SERVICE AUTHORITY, GENERAL WATER AND UNDERGROUND POWER — ..... —uGP...... - ..... - EWER CONSTRUCTION SPECIFICATIONS, JANUARY 15, 1998. 4. THE UNIVERSITY OF VIRGINIA FOUNDATION ---- EDGE OF PAVEMENT NORTH FORK DESIGN CODE, MAY 28, 1998. SOIL BORING LOCATION 10. THIS IS AN INTERNAL PARCEL TO THE NORTH FORK OFFICE PARK. TELEPHONE PEDESTAL ADJACENT OWNER & PARCEL INFORMATION SHOWN ON DRAWING C-2. GAS LINE 11. A NORTH FORK RESEARCH PARK TOTAL BUILDOUT STATISTICS BLDG. SQ. FOOTAGE SUPPORT TREELINE COMMERCIAL PROVIDED PARKING PUBLIC ROAD ENTRANCE SO. FOOTAGE PRA BUILDING 80,000 0 373 (8 ADA, 8 LOADING) LEWIS & CLARK DRIVE -c— — — -a-- — — —o- TOWN CENTER #1 69,736 0 283 (7 ADA, 6 LOADING) LENS & CLARK DRIVE LINE DISTRICT #2, ETC -1 & 41,778 0 211 (7 ADA, 8 LOADING) LEWIS & CLARK DRIVE FLOW LINE ETC -2 42,000 0 -COMBINED LEWIS & CLARK DRIVE ___.__..._________________- MICROAIRE 26,000 0 e QUAIL RUN --------- 10----------- MOTION CONTROL 47,200 0 --+r- LEWIS & CLARK DRIVE TOWN CENTER #2 70,000 0 350 (8 ADA, 6 LOADING) LENS & CLARK DRIVE DISTRICT #2, BLDG. #3 70,000 0 408 (13 ADA, 4 LOADING) -FUTURE LENS & CLARK DRIVE FENCE LINE TOTAL BUILDOUT REMAINING: 2,740,264 OF 3,000,000 S.F. REDUCER TOTAL FIRST YEAR BUILDOUT REMAINING: 240,264 OF 500,000 S.F. GAS LINE — G -G— G SIGN SIGN SQUARE FOOTAGE CONSTRUCTED PER YEAR 1996 ELECTRICAL LINE E E 1997 26,000 S.F. TELEPHONE LINE T T 1998 47,200 S.F. EDGE OF PAVEMENT' 1999 149,736 S.F. 2000* 180,000 S.F. *PROPOSED Q 12. WAIVERS GRANTED BY ALBEMARLE COUNTY PLANNING COMMISSION (JULY 23, 2002 CONSENT AGENDA): 1. SECTION 4.12.6.5(C) OF THE ZONING ORDINANCE: PARALLEL PARKING (PHASE 2) L"011 aLl @will T IA V A G VICINITY MAP SCALE 1"=2500' \RPORT 60 z SITE cy R14OrT� �. 0 29 SHEET INDEX: SHEET TITLE COVER SHEET OVERALL INFORMATION SHEET OVERALL SITE PLAN NOTES DEMOILITION AND EROSION CONTROL PLAN SITE UTILITY PLAN GRADING PLAN DETAILS LANDSCAPE & LIGHTING PLAN TOTAL NUMBER OF SHEETS: 9 REVISIONS: SHEET NO. C-1 C-2 C -2A C-3 C-4 C -S C-6 C-7 L-1 NO. DATE: REMARKS A JULY 1, 2002 GENERAL REVISION PER ALBEMARLE COUNTY CG -6 JUNE 18, 2002 REVIEW COMMENTS A CG -6R PER ALBEMARLE COUNTY COMMENTS AUGUST 23, 2002 A SANITARY SEWER & MANHOLE PER ALBEMARLE COUNTY SERVICE AUTHORITY CONCRETE OCTOBER 11, 2002 CLEANOUT o HEAVY DUTY PAVEMENT OCTOBER 8, 2002 REVIEW COMMENTS ', Q NOVEMBER 19, 2002 PER ALBEMARLE COUNTY OCTOBER 18, 2002 WATER VALVE REVIEW COMMENTS • Draper Aden Associates Engineering + Surveying + Environmental Services Charlottesville, VA Blacksburg, VA 700 Harris Street, Suite E Charlottesville, VA 22903 Richmond, VA 804-295-0700 Fax: 804-295-2105 Ralei h -Durham INC www.daa.com g PRELIMINARY: APRIL 30, 2002 REVISION: NOVEMBER 19, 2002 PROJECT No. R99130.61CV LEGEND EXISTING FEATURES: PROPOSED FEATURES: DROP INLET & STORM SEWER =_____ __ CG -6 STORM SEWER & MANHOLE ______ __ CG -6R SANITARY SEWER & MANHOLE CONCRETE r.'•;�r';.�"�;.+; CLEANOUT o HEAVY DUTY PAVEMENT WATERLINE LIGHT DUTY PAVEMENT WATER VALVE � WATER METER e DRAINAGE DIVIDES _ a PROPOSED CONTOURS II00 CHECK VALVE FIRE HYDRANT DROP INLET & STORM SEWER WELL (POTABLE) STORM SEWER & MANHOLE SANITARY SEWER & MANHOLE°....•,..S.° --°Q- ►� GAS VALVE o CLEANOUT e GAS DRIP WATERLINE W POWER/UTILITY POLE 0 WATER VALVE LIGHT POLE/STREET LAMP -O- WATER METER O OVERHEAD POWER LINE —E— — —E— — FIRE HYDRANT -6- ROOF DRAIN—RD RD OVERHEAD TELEPHONE LINE T— — —T— — FENCE .. UNDERGROUND TELEPHONE — . • .. • —UGT.. • • • • - • • • • • - i CG -12 (HANDICAP RAMP) UNDERGROUND POWER — ..... —uGP...... - ..... - SWALE/DITCH ---- EDGE OF PAVEMENT RIPRAP SOIL BORING LOCATION $. B-1 STREET LIGHT TELEPHONE PEDESTAL PARKING LOT LIGHT POLE GAS LINE — —G — —G — STEEP SLOPE TREELINE HOSE BIB GUARDRAIL -c— — — -a-- — — —o- SETBACK/EASEMENT/BUILD TO LINE LIMITS OF CLEARING & CONSTRUCTION PROPERTY/ROW LINE — — FLOW LINE �. CONTOUR ___.__..._________________- REDUCER e INDEX CONTOUR --------- 10----------- SIGN --+r- CURB AND GUTTER SPOT ELEVATION FENCE LINE —x—x x x x—x— REDUCER 0 GAS LINE — G -G— G SIGN SIGN ELECTRICAL LINE E E TELEPHONE LINE T T EDGE OF PAVEMENT' ' -tel/ 0 5 PLANNING AND COMMUNITY DEVELOPMENT DEPARTMENT OF ENGINEERING DEPARTMENT OF ZONING FIRE OFFICER .3d ALBEMARLE COUNTY SERVICC AUTHORITY 141 (A VIRGINIA DEPARTMENT OF HEALTH see `' ki9; hleer. n9 VIRGINIA DEPARTMENT OF TRANSPORTATION B ILDING OFFICIAL Cc GLENN W. CUSTIS CERTIFICATE No. 8039 w I00\R99130\R99130-61\CAA\130-61\dwq\C99130-61—CS.dwg 513 P6 P-- (!::)'7 P-, NA N/F MORRIS C.A. & RUBY S. D.B. 1 941, PG. 455 TAX MAP: 32 -09 -KO ZONED: RA - N/F qf11I;11;M,1C= N/F D.I " MARGARET L 4 TAX MAP: 32-0940 ZONED: RA- - TAX MAP: ZONED: L) N/F DERO D.B. 1064, TAX MAP: ZONED: TAX MAP: 32-04-0 ZONED: RA 404- RS GRAN R. & MARGIE L �.B. 369, PG. 277 TAX MAP: 32-0444 ZONED: RA L5: RS, GRAN R. & MARGIE L N/F ZUBY, DAVID S. & L10 D.B. 1379, PG. 142 TAX MAP: 32-102-00 ZONED: RA NSD B 15E83,CH ISTINE P. PG. 187 TAX MAP: 32-103-00 ZONED: RA N/F DESMOND,. SCOTTA. &:.DENISE L N/F REGION TEN COMMUNITY D.B. 1119, PG. 116 N/F SHAW, LINDA�IF. & EVAN WILSON MEREDITH C. OR LINDA W. D.B. 1810, PG. 459 B. DI C O TAX MAP: 32 -04 -CO MAP: 32 -09 -GO ZONED: RA 7A\IE*n. DA - IN- THOMAS JL & DALE / 66, PG. V�32 1O N/F COOKED DAVID F. & PATRICIA N/F UTCHFIELD CORP. 814, PG. 350 IAP: 32 -09 -CO ZONED: U D.. 1760, PG. 631 TAX MAP: 32-19-A� ZONED: U N/F UNIVERSAL TEST EQUIPII D.B. 1306, PG. 123 TAX MAP: 32-19-1 ZONED: U SON NATIONAL BANK 0 WACHOVIA 1124, PG. 39 MAP: 32 -19 -Cl ZONED: U N/F HECHT. SIDNEY M. N/F GENERAL REALTY INC. ..1 /� D.B. 784, PG. 573 TAX MAP: 32 -04 -JO ZONED: RA I ZONED: RA f TAX Ir1A . , 32-04-QO / I� N/F LUCERO VARILYN ZONED: RA 0 D.B. 971, PG. 352 f -W R N/F WOODBRIAR ASSOCIATES TAX ZONED 32 ROA4-RO J U4, X 123 I D.B. 1556 PG. 97 N/F FRAZER SCOTT T. & WENDY H. TAX MAP: : PRD -100 �� 1 t3 ZONED: PRD D.B. 1784, PG. 453 t2 TAX MAP: 32 -04 -SO ZONED: RA \ 1 N/F KERN, JOHN & CATHY` t I D.B. 1829,. -PG. 367 t I TAX ZONED 32 -04 -NO �• 1 TX MA uta �� •\ � t NA BECKMAN MARK A. & GAIL L,* t2 1 12 \\ D.B. §05. PG. 614 \ I �/,��..�_�y � �-zotiPK ,,� ,gyp ��✓ Q� 000, f N/F TOWS NNEJ�HN W. & fD.B. '1172, PG. 301 f \X MZOAED: 32 -22 -BO / \ \� Cb N/F FREEMAN, MADELINE S. D.B. 609, PG. 276 y ` TAX MAP: 32-22-U ZONED: R-1 N/F BEARD, C. RAY TRUSTEE OF THE C. RAY BEARD LIVING TRUST `.TAX .MAP 7' 32-6-610 ZONED: U 1010' SHED / 1 \-- N/F HALL, LARRY B. & BARBARA A. D.B. 1252, PG. 280 TAX P: 32-67-00 RA ZON N/F BADGER FIRE PROTECTION, INC. D.B. 1481, PG. 356 TAX MAP: 32 -05 -BO ZONED: U r --�IocE /f N/F HIM, EWOT L TRUST C„„ARLES D. HYMAN, TRUSTEE D.B. 1238, PG. 590 114f,` TAX MAP:Z�Ed:32RA5-AO N/F VIRGINIA LAND TRUS CHARLES WM. HURT & IIRLEY L FISHERS TRUST D.B. 1136, PGI. 411 TAX MAP: 32 -22 -KO ZONED: RA i BLDG. `'- `. REMAINS 0 N/F MILLER, JAMES B. & LUCILLE TIRRELL (f �� D.B. 913, PG. 336 TAX MAP: 32 -09 -DI / N/F RIVANNA PARTNERS L.P. tae' ZONED: RA �` D.B. 1132 PG. 29. N/F GOLD LEAF LAND TRUST NO. 3 TAX MAP: 32A-22-00 PAD SHED MOBILE HOME WENDELL W. WOOD TRUSTEE ZONED: U / 8'X`18' PARK N/F CRUTCHFIELD CORP. D.B. 1745, PG. 696 `��• C-- D.B. 913, PG. 338 TAX AP: 32 L17-00 ---9'X9' TAX MZONED: U9 -DO \� AREA TABULATION 8'X8' SHEDS (2) TAX MAP PARCEL 32-19 (GROSS) ...... 289.83917Ac. .•= N/F MARSHALL, JERRY L & MOLLY S. tt D.B. 362, PG. 268 LESS TAX MAP 32-19C ............. 4.86236Ac. TAX MAP: ; 32A -10 -BO -11-00 TAX MAP ZONED:LESS TAX MAP 32-19D ............. 4.00232Ac. R-1 IPF N/F SMITH, LOYD E. & WILMA L \` MARSHALL, L & MOLLY S. D.B. 1802, PG. 682 32-6A D.B. MARS07 PG. 112 TAX MAP: 32-18-00 to TAX MAP: N -10 -BO -10-00 LESS QUAIL RUN (60' WIDE) ..... 0.89436Ac. ZONED: RA ZONED: R-1 DETAIL "A" f NA MARSHA BERNARD. E. & TOMOKO S. NOT TO SCAE TOTAL NET AREA = ............................. 280.08013Ac. D.B. 1586, PG. 434 TAX MAP: 32A -10 -BO -9B-00 ZONED: R-1 TAX MAP PARCEL 32-4B (GROSS) ...,.. 186.87247Ac. w N/F LOHR EDWARD J. D.B. 1598, PG. 79 LESS TAX MAP PARCEL 32-6A .... 3.00009Ac. TAX MAP: 32A -10 -BO -9A-00 ZONED: R-1 TOTAL NET AREA = ............................. 183.87238Ac. ` 9A N/F GARWOOD, A. BRUCE, JR. & FRANCES H. D.B. 1464, PG. 632 TAX MAP PARCEL 32-06 ....................... 49.48365Ac. AIRPORT ACRES TAX MAP: 32A -10 -BO -08 -AO D1 3MM tai ZONED: R-1 o N/F BANTON JIMMY B. TAX MAP PARCEL 32-6A ....................... 3.00009Ac. D.B. 611 PG 393 TAX MAP: 32X -16 -BO -08-00 TOTAL NET AREA = ............................. 516.43625Ac. ZONED: R-1 NA BREWER, CARL D. & LYNNE EDGELL D.B. 692 PG. 808 A o TAX MAP: SA -10 -BO -07-00 f ZONED: R-1 TAX MAP PARCEL 32-22B1 ...... 5.09432Ac. 6 A, N/F SHIPP, GEORGE D. OR BARBARA A. GLENN W. CUSTIS N/F UNITED STATES POSTAL SERVICE 4: D.B. 749 PG. 220 TAX MAP PARCEL 32-2282 ...... 2.01130Ac. D.B. 1659, TAX MAP: 32X -10 -BO -O6-00 CERTIFICATE No. w PG. 179 5 ZONED: R-1 VIA 8 39 w TAX ZONED: LJ 1-D2 \ �N/F HENSLEY KELLY L OR BARBARA A.��// D.8. 1018, PG. 497 N WRIGHT, JOSEPH W., JR. DAVID P. TURNER .s%' TAX MAP: 32A-10-BO-05-00Fn11 KI FO "I A�OFE S S 1014 Ati D.B. 1360, PG. 271 A • �N/F MAUPEN, JANET M. ZONED: R-1 TAX MAP: 32-21-00pR£S p�oF©/ D.B. 1�5p57, PG. 2/89 ZONED: RA CR//J /I l o TAX MAP: 32 -20 -FO P: \PROJECTS\R99\R99130\R99130-60CV\CAD\130-60CV\dwg\C99130-60CV_Ol.dwg £ A, qo 4.9 ZONED: R-1 Draper Aden Associates DESIGNED: DAA OVERALL INFORMATION SHEET REVISIONS: SCALE: 1 „=400, �7► E ♦ S, g ♦ E,a S� DRAWN: DAA JULY 1, 2002 GENERAL REVISION PER COMMENTS COUNTY 700 Harris Street, Suite Blacksburg, VA CHECKED: GWc NORTH FORK RESEARCH PARK, DISTRICT #2, EMERGING TECHNOLOGIES CENTER -2 JUNE AL 2002 REVIEW COMMENTS C.2 Charlottesville, VA 22903 Richmond, VA AUGUST 23, 2002 PER ALBEMARLE COUNTY REVIEW COMMENTS PLAN NO, T�R99130 61 CV 804-295-0700 Fax: 804-295-2105 Raleigh-Durham, NC DATE: 5/6/02 ALBEMARLE COUNTY, VIRGINIA - / \ � 1 \ ,--`y 1�k 1 r1.�'\ ///'//I'1� k' \ / h I rr / / \. \ \ 1 / \ �7�` 1 _, /' f f/\ \ t Y / j' r/ J / \ /\\ 1 I / + I -%) / I \ // /' \ _{l�)_ I / / , r " \ / ,/ I ,t I I **%, i \ ,/ / / i T t /I / �/ \ / ` I 1 'I r , \ T ( // \\ I I 1 1 / I I I ,♦ I I \ I r ESI N /' `\ ``\. \ / I I I I N. / / / \ \ J T P=164.650 40. 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" \\ a -,� \ \` `••\ \ m \ •1, ,`, \ \ _____ _, __ __ \ { \ / I / I f / 1 / , �,-- -, - 1,,,,, , ,-,-, ,- " ___ - .— '`". �` `\11 '`'\ � -,,' \ k.\� \ `,+.°'».`..L. . ,`''\11 '\ \ (' CI' '(n �\ \.\ "~ \� ,^.\ '` `- ^-.,w \w "`•• � „``'_'. - s '` �I \ ./'` 1•'rI rl / / l/ \\, \ 1. 11 i / \ \ \ \ \ \ \ \ \ , `\ \ \, \ 11 `- 910 l \ \ \ ( I,, 1'(\-'1/. 4 ., / , / / / d , � %%. / - - � ,,�� -�, \ \ \ \ `y \ 1 '. `\ \\\ \ti ,\ \ \ \ \\ x,\ rrl`\ \ \\\\ \ \ \ \ \ll\N \ \` - 1\ --.---._ - i I _ N I / "/' r I / // \\ \ ` \, \ \ \\ \ \ \I % \ \ L\. 1\ \" \i� \\ \ - �__ _ _ __ I 1 \ " ,_ / / •y' 1 '`, \ \ \ P '' / - OTE: N THE APPLICANT SHALL PROVIDE SIGNALIZATION, PER THE PROFFERS TO THE ENTRY INTERSECTION AT LEWIS AND CLARK DRIVE, WHEN SUCH SIGNALS ARE WARRANTED, BASED ON VDOT STANDARDS. BUILDING SCHEDULE BUILDING NO. ON SDP -00-024 BUILDING NO. ON SDP -00-072 APPROVAL STATUS CONSTRUCTION STATUS 1 1 APPROVED PENDING 2 ETC -1 APPROVED COMPLETE 3 ETC -2 PROPOSED PENDING \, \ `„ \` \,�\.\\" .,\\\ .\\ .\\ \, `•\\ ;\ \\ \ \ \\ \\ ` \ \ ` I- ., \\\ \\\ '\`� �\ �\ \,?-r \iOp I \\ \.\ .__._.._. 1 -__.------------------ ..L _._,. I /I //r" \\ I _,""_,_--„__,�....._,_.., "-` �' -- '/ ! !r !�' - a -'-/ `A' \ \ ' NOTES: o `.\ \\ ,\ \\ \ \ \\ \\ \ \ \\ \ ,\\,\ \\ \\�\, - ., \ ��, \ \\_ - - - `\- '" !' �\'' ' f` / �� \ �'\u 1.) SEE SHT. C-5 FOR PROPOSED SITE PLAN NOTES & DIMENSIONS. \ \\ \ '`\ \\ \ \\ /�\ \ \ l� \ \ \ \ ` \ \\ `\\ `+2, �p\\ f� \ \ '\\ -- __- ____ _ _ \ , t' \ \ 1 _ �I ,/` //' /' /' ti I. \ \ " _ - / � 2) SEE SHT. C-6 FOR PROPOSED SITE GRADING PLAN. \ `\ \\ \\ \\ \ \ `\ \ \ \tom \ 1 1\ \, \�\\ \ \\ .,\ U \\ \� `"\- I 4 l _ . J ^^-- _ _. r _ / / r` 11 \ � _ , ' 1 \n _.___.__ __.______—__\ _ _ _ \— ✓------- \ __1r/ �� \ 3.) SEE SHT. L-1 FOR LANDSCAPE &LIGHTING PLAN. \ \ 1 1 \ l 1 \ \ r% \ �'" ^'" , r \\ ` \\\�\\ \ ` \\ ` `\A t`" \ \\ \\ - ' `\ ', `' ------ ----_------•-------- `\ \ '\ ` -._..� .' -_ 1" 4d / � � �. \ \\ H �, \ \\• \,; \\ t \\ , t`\ \\\ t\\ 1 \ \/ J \\\ \ \ :!''•\\\ \\\ '\\ \\ \\\ ` `. \ _ ~�\-I 1 \ l l\ ` \ i %�." - %/ II' � // U� 5 1 ' 1 \t +\ \ , \ \T^ \ I \ \'�'f \ \\\ \ \\` - ._ .. — - — -- It 1 1 \ \� z. f- y / I/ rY / ^ l �\ It \\ + ` \\ \\ ,\ \\� \ <�\ \b \\ \� '' \ "`.• \, ` � \ It 1 t\w \ / r't ,' - /j/ \ 516 c> \ \ t \ \ \ -\ \ \ \ \ \* \ �\ \ / r 1 r / \\ O GLENN W. CUSTIS \\ i \ ', \ ` i + \, , \ `- 'oGt\ \ \\ e *\ \ \ �� \ ____ _ - -_- _____ ___ \ \ `\ \ \ \ , I _.,_ I // _ o GL No. 03 1 I I I 1 6 , \ t1 12�\\'\' &_4 \ \'' \� \ \l\ \` `` \ t \\ \ \ ` \ L _ ,--- 444------ i'' I 1 I I t + \ \\ \ , + �0,0 tt � , \ \9 \ , \ \ , \ \ \ . � �' - \ \ `\ `1. '\ - / I t I I I I I 1 � l \\\',\ '\ \"\ \ .' _- \ , `\ r1 / // I 82 , \ / / .e� / /j�? �4 I I I \I �\ �I II sf it 11 , `5" ,'\,�i�,, \l \ \ , \\'\\ \\ \ �\ \ \\ •�_ _ _ :__�: �f - .' 1\ \ 1� * \\\,\ 4111. _ \ter -„O�r� S� //' I( �/ I e3+ i %¢ \ /f !� c� 1 \ \ !r / I j r I 1 ,\ tI \ ��tS\ It \ ` t 11 -�\; \ ` \ •\, \\• �� _ �`\ \\ \ \` ` �\ _ `-- `9 15'�` . t 1, ">` l ~ ,� r� ; \ % /r l / / / /I / r ! x \ \ \ \ \ \ '°� `� \ \ ` \ '- \ \ \ \ \` '\- \• �J �'• A0 �C• r s / // �38�� % I/ rrr // // r/ I/ ,' , \ `\ z--,,---,, 11 \ \ \ O,p 0/,,, SIS/ ' It / i / U / I \ / . /' / i / / / t 1 + + t \ \,\'' \__ ` \ `\ ` \ �`\ \ . ` F `C� S6 T ---_`_-' / z t r r / / / If r 1 / / l I / !I // !/ / / / /' /! // / / , / / / i N tt ' It ' \ \\ \ \\ \�\ ~ \; \ ~ ~ \\\ \\ 1, �\ \ 0, "y T ✓✓r /I 1 / () I // SII / / / / 1 'r/rJ/ 1' r/ e / r !' / / r/ / / / /! f / I / / \ t \ \ \ \ \ \ \�, � \ \ \\ I` `\\ /j! 1 — I / ! / /// I 1 I / ! / / / / / / / / / t / t I t \'\\ \ \ \ '�._ \ \ \\ ..., --- - t / � l l / I l � 1I 1I / / / I / / !/ , ,'' / / f / / / / r 1 t t t \ ��'`ti;.,, \ \\ � q° '�,•,, ._., \ �•..'� ,"'- •' _ �' l \I / / / } // i !°� / / I III I l II l /' I l / !I / /' / / I / / / / !/ / i / / // / i r ti i \\ \ 11 \\ \� ', � \ \, .Ol � '\ . \ ( / % I J / / I I l l l / / l / / /,/// I / ! / / / ! / / / I I t \ \ \ 1.\ ', \\ \ \ 'la \ \\ 11 ,\ \ - `,' \ \ ` w \ ` `• • / (n � / \ / / J / t / I Il / l / / / , / . ! / /J // / / / / / // I/ I 1 I I I., \ `\ \ \�•\ `\\\` \`� yA \ \\\ ,_ \ �. - \\ _ _ . _ `' % \ .. 9L 0 50 I \ r1 fr I I rr / r l l r / / / / / / f / / / / / / f ! t t I / \ \ \ \ \ [�\ \ ``__ `mow \.. x\ r f \ l / r l / l / / , / I / / / / / / / f / \ 1 \ I 1 l\ \ .' \,\\ \\ \\\t '.1�, \ \ \ ^s \ 1 ✓/ /1 / /� ��' n \ �/ ��,L! / / / // / I l /I 1/ / %/' / / I 11 /' !' / 1 \I j '. \ \\ `, `. \\ \ \ \ \ 1\ 4 \ '\\ y�L� Y' % "\�\ \I \ \ /` \� - 1 // / / 11 I l / / // / I / J ,� Draper Aden Associates - �.S .>� t SuNkm 700 Harris Street, Suite E Blacksburg, VA Charlottesville, VA 22903 Richmond, VA 804-295-0700 Fax: 804-295-2105 Raleigh-Durham, NC DESIGNED: JPA DRAWN: DAA CHECKED: GWC DATE: 4/30/02 OVERALL SITE PLAN NORTH FORK RESEARCH PARK, DISTRICT #2 OFFICE BUILDING #2 ALBEMARLE COUNTY, VIRGINIA REVISIONS: SCALE: JULY 1, 2002 GENERAL REVISION PER ALBEMARLE COUNTY JUNE 18, 2002 REVIEW COMMENTS AUGUST 23, 2002 ALBEMARLE COUNTY REVIEW COMMENTS PLAN N N O. 1 "=40' T—R99130.61 CV 1 ��5'SrpNAL ��� GRAPHIC SCALE 20 40 80 lea ( IN FEET ) 1 inch = 40 ft. P:1899\1001R991301R99130-60CV\CA0\13060CV%dw91R99130-60_OA-SITE dwg C -2A a5 RNOURS G'wiry OF. 1-800-552-7001 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 UNE 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. GENERAL NOTES 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 ABBREVIATED 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. 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. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC 3. ES -3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO f e)MTRnI nrvlr;7q BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. Q7. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 9. 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. 10. DEVIATIONS FROM, OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED, UNLESS OTHERWISE APPROVED BY THE ENGINEER. 11. 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-EXISTENCIE OF, UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 12. 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. 13. 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. 14. 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. 15. 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." 16. 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. 17. ALL TURF AREAS THAT ARE IMPACTED OR DISTURBED BY CONTRACTOR VEHICLES, EQUIPMENT, OR ACTIVITY SHALL BE REPAIRED, REGRADED, AND RESEEDED. 18. AN APPROVED SET OF PLANS AND ALL APPLICABLE PERMITS MUST BE MAINTAINED BY AND MADE AVAILABLE AT THE CONSTRUCTION SITE BY THE CONTRACTOR. 19. BEFORE BURNING, BLASTING OR TRANSPORTATION OR STORAGE OF EXPLOSIVES, THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS. 20. 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. 21. 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. 22. 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. 23. 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. 24. 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 88. MEAN SEA LEVEL = 0.00. 2. CONTOUR INTERVAL: 2.0 FT. 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 UN71L FINAL STABIUZA11ON 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 STOCKPPILESS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES 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(4)] SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS, AND OTHER MEASURES IINTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING ACTIVITY, AND SHALL BE MADE FUNCTIONAL BEFORE UPSILOPE LAND DISTURBANCE TAKES PLACE. 13. MSTRUCTURSES SUCHSTABILIZATION AS DAMSMDIKES AND DIVERSIONSAPPLIED MMEDIAT EARTHEN AFTER INSTALLATION. 14. MS -10. [4(l 0)] 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)1 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) U GLENN W. CUSTIS .9 n CERTIFICATE No. a 39 w d / � A�CFESS10�1y P:\R99\R99130\R99130-60CV\CAD\130-60CV\dwg\C99130-60-NOTES.dwg Draper Aden Associates DESIGNED: DAA NOTES REVISIONS: SCALE: NO SCALE JULY 1, 2002 GENERAL REVISION PER ALBEMARLE COUNTY %ones ieg * surveying + Enyfwmtntei Sayilces DRAWN: DAA JUNE 18, 2002 REVIEW COMMENTS C _3 700 Charlottesville, arritet, 2Suite E Richmond, A CHECKED: GWc NORTH FORK RESEARCH PARK, DISTRICT #2, EMERGING TECHNOLOGIES CENTER -2 �+ v 804-295-0700 Fax: 804-295-2105 Raleigh-Durham, NC DATE: 5/13/02 ALBEMARLE COUNTY, VIRGINIA PLAN N 0 • R9 9130 - V 1 Y C n Qi 30.0' BUFFER - NO GRADING OR CLEARING OF VEGETATION ALLOWED WITHOUT PLANNING COMMISSION APPROVAL. N tLo N N DRAINAGE AREA SCHEDULE 30.00' BUFFER ZONE STR. NO. DRAINAGE AREA (ACRES) 19A 4.75 19 0 20 0.28 20B 0.07 21 EXISTING 21A 0.75 21B 0.75 66 °27'09" 23.53' Virginia Uniform Coding System for Erosion and Sediment Control Practices NO. TITLE 3.02 TEMPORARY CONSTRUCTION ENTRANCE 3.03 CONSTRUCTION ROAD STABILIZATION 3.05 SILT FENCE 3.07 INLET PROTECTION 3.11 TEMPORARY RIGHT-OF-WAY DIVERSION 3.31 TEMPORARY SEEDING 3.32 PERMANENT SEEDING 3.39 DUST CONTROL A" ETC -2 IMITS OF CLEARIN AND ADING 0 21E .� DC r` 4 IP N66 °23'19 W 255.51' o W Z oN v, CV _1 ow MU-_ b W- m F- � Lij IP - � EX. Ex 121 21A 0 N (I EMERGING TECHNOLOGIES CENTER -1 i IP W I I �, BUILDING 2 I' N (BUILDING 2 ON SDP -00-024) - - 2 STORY BUILDING _ 41 ,778 SF - LAB////OFFICE USE b d >... FF=554.00 FFE-568.00 ZONED:PD-IP (COMPLETED) .. A , , \ S PS; ' . ; ; ; ' ' I . �, INSTALL SILT FENCE ON 20 ? A ' ' ' \ BACKSIDE 0 CURB. -� I ' ' I I I • --- EMERGING TECHNOLOGIES CENTER -2 _ I b' • } BUILDING #1 I , I I (BUILDING 3 ON SDP -00-024) 2 STORY BUILDING 42,000 SF - LAB/OFFICE USE , ;; FF=551.00 ZONED:PD-IP ' 1 d . b nlr I �I �I L r � • �I�1i!%'!JIL•iL3" 'I . r� via � � ,, ,gyp meq, ��►�®qui ... WA� � �► � .. I � .i►�,._ fir.,,moo_I�i�..�P�►..;.►,�!►l�l�%p.�►a► � ����� KAM . �� ,- r /�., ��►a d�l�►q�i, 4,� rlpq ,�ggqj �i►,�p a�,q �` -. � �q 'p`b �d r�rq,� �,�[� �►,� alfa Aman IIID. 11rR Il `.+ ■ A f r //MA �esrlf . r - Ex. 24"-, P i Draper Aden Associates F ang • Surveying • FzWronmenW Servim " 700 Harris Street, Suite E Blacksburg, VA Charlottesville, VA 22903 Richmond, VA 804-295-0700 Fax: 804-295-2105 Raleigh-Durham, NC DESIGNED: DAA DRAWN: DAA CHECKED: GWC DATE: 4/30/02 x \\°y TOP IS PLACED \�in REF. SHT. C-6. Q�IPARKINGOT AREA now DISCOVERY D V , ��' PRIVATE ROAD - VARIABLE O, W,) _:'y w' EX _ 25 *5 I EX. DEMOLITION & EROSION CONTROL PLAN NORTH FORK RESEARCH PARK, DISTRICT #2 OFFICE BUILDING #2 ALBEMARLE COUNTY, VIRGINIA PROTECT INLET @ STR. 19 UNTIL MH \\°y TOP IS PLACED \�in REF. SHT. C-6. Q�IPARKINGOT AREA now DISCOVERY D V , ��' PRIVATE ROAD - VARIABLE O, W,) _:'y w' EX _ 25 *5 I EX. DEMOLITION & EROSION CONTROL PLAN NORTH FORK RESEARCH PARK, DISTRICT #2 OFFICE BUILDING #2 ALBEMARLE COUNTY, VIRGINIA ii {{ EROSION AND SEDIMENT CONTROL NOTES I� II 1. ES -1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL I PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF r 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 MEASURES. THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABIUZA11ON OF ALL SOIL STOCKPILES 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(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. _ 14. MS -5. [4(5)] STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 15. 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. 116. 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 BIE 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. 17. 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. EROSION & SEDIMENT CONTROL CONSTRUCTION SEQUENCE 1. A PRE -CONSTRUCTION CONFERENCE MAY BE REQUIRED. CONTACT THE COUNTY ENVIRONMENTAL INSPECTOR TO COORDINATE. 2. INSTALL SILT FENCE AND RIGHT OF WAY DIVERSION AS A FIRST STEP IN LAND DISTURBANCE. 3. AFTER ALL EROSION CONTROL FEATURES HAVE BEEN INSTALLED, BEGIN CLEARING & GRUBBING OF THE SITE. 4. PROCEED WITH GRADING OF THE SITE, BUILDING CONSTRUCTION, AND INFRASTRUCTURE UTILITY INSTALLATION. 5. AFTER THE SITE HAS BEEN BROUGHT TO ROUGH GRADE, CONTINUE UTILITY INSTALLATION & BEGIN CONSTRUCTION OF THE PARKING LOT. 6. COMPLETE CONSTRUCTION OF PARKING LOT. COMPLETE FINAL GRADING OF THE SITE & INSTALL PERMANENT STABILIZATION MEASURES. 7. AFTER CONSTRUCTION IS COMPLETE, CONTACT THE COUNTY ENVIRONMENTAL INSPECTOR FOR FINAL INSPECTION. UPON APPROVAL, REMOVE ALL REMAINING TEMPORARY EROSION CONTROL FEATURES. BARRICADE ENTRANCE UNTIL COMPLETION OF CONSTRUCTION REVISIONS: JULY 1, 2002 GENERAL REVISION PER ALBEMARLE COUNTY JUNE 18, 2002 REVIEW COMMENTS NOVEMBER 19, 2002 GENERAL REVISION PER ALBEMARLE COUNTY OCTOBER 18, 2002 REVIEW COMMENTS GRAPHIC SCALE 10 20 40 IN FEET 1 inch = 20 ft. SCALE: 1 "=20' PLAN N0. T-R99130.fi1CV H GLENN W. CUSTIS No. 039 sa .oho �'SSIONAL E�C'�� P:\Rgg\100\Rggl30\Rgg13O-6OCV\CAD\130-60CV\dwg\Cgg13D-60-EROSION.dwg C-4 �1. �k k� ii {{ EROSION AND SEDIMENT CONTROL NOTES I� II 1. ES -1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL I PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF r 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 MEASURES. THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABIUZA11ON OF ALL SOIL STOCKPILES 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(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. _ 14. MS -5. [4(5)] STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 15. 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. 116. 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 BIE 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. 17. 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. EROSION & SEDIMENT CONTROL CONSTRUCTION SEQUENCE 1. A PRE -CONSTRUCTION CONFERENCE MAY BE REQUIRED. CONTACT THE COUNTY ENVIRONMENTAL INSPECTOR TO COORDINATE. 2. INSTALL SILT FENCE AND RIGHT OF WAY DIVERSION AS A FIRST STEP IN LAND DISTURBANCE. 3. AFTER ALL EROSION CONTROL FEATURES HAVE BEEN INSTALLED, BEGIN CLEARING & GRUBBING OF THE SITE. 4. PROCEED WITH GRADING OF THE SITE, BUILDING CONSTRUCTION, AND INFRASTRUCTURE UTILITY INSTALLATION. 5. AFTER THE SITE HAS BEEN BROUGHT TO ROUGH GRADE, CONTINUE UTILITY INSTALLATION & BEGIN CONSTRUCTION OF THE PARKING LOT. 6. COMPLETE CONSTRUCTION OF PARKING LOT. COMPLETE FINAL GRADING OF THE SITE & INSTALL PERMANENT STABILIZATION MEASURES. 7. AFTER CONSTRUCTION IS COMPLETE, CONTACT THE COUNTY ENVIRONMENTAL INSPECTOR FOR FINAL INSPECTION. UPON APPROVAL, REMOVE ALL REMAINING TEMPORARY EROSION CONTROL FEATURES. BARRICADE ENTRANCE UNTIL COMPLETION OF CONSTRUCTION REVISIONS: JULY 1, 2002 GENERAL REVISION PER ALBEMARLE COUNTY JUNE 18, 2002 REVIEW COMMENTS NOVEMBER 19, 2002 GENERAL REVISION PER ALBEMARLE COUNTY OCTOBER 18, 2002 REVIEW COMMENTS GRAPHIC SCALE 10 20 40 IN FEET 1 inch = 20 ft. SCALE: 1 "=20' PLAN N0. T-R99130.fi1CV H GLENN W. CUSTIS No. 039 sa .oho �'SSIONAL E�C'�� P:\Rgg\100\Rggl30\Rgg13O-6OCV\CAD\130-60CV\dwg\Cgg13D-60-EROSION.dwg C-4 3 V SOIL TYPE SOIL NAME n7.7 36 4 '14 B HAYESVILLE 4tv ,f,� � i `�` ! 1° f ° f ! 1 �`� i / l / / r ` � \ � ,\ � � \ � .� i ,,"- , � � � / \ 36C HAYESVILLE__ _._._ _, ..._ ,-... _,� a� ~,. I \ �� _�� % j .<� A /1 ( (( 1 I Il' 1.1 1 //l � / �� �'' ��Q •��-w \ ' \ ` ,� \ ` / / .,- -' /`' ` \ V 37D3 HAYESVILLE L I TEMPORARY La CONSTRUCTION Lj o ' ,� � f I 1 / ! 1 !! \ o \ ` ,~` I 7 ' "/ r .-- f �- � \ \ FENCE FFER UT / I { _ . — — X6719'24 / „ 1 ! r �� I I 1 E (i \ 2 S, z, VV 72.62 z _Z61 it � �1 1�� " V fill N, 7 7 -� 7\\ / r 4 \ _71_ _ _ d� . { I u , t , \r" �'` / �/ I 1 { I d I I f �" i 1 \ '` ,, �. . / - ' \ 1 ' \ l I v, �-' �aa, 11 �.4: J'° 9 �''`''f / / / I I I { I I III to i \� \ \\ \ / / 1 \ \ .•,. " I/ I�° \ "'\. +. r +" _ ,,,1 � "'1^ ' � Q �''' '� � a . / I � I I I� I (I I I I { \ \ ,`• ''°°, \ ` -- ,/ ,,- '' .' l r -. `� I \ \ I I \ . � �'" ry �+ .._ _ + ' ' ;' „ \; ' I ' 1 III ( I I � I � "` \ .,\ -.,, .-- .-• �. , TRE ESf�*° -- _ 1 y, d I I I I 1 \ ` \ \ 1 '%,N 7 _j EM P !02 "M R ` r — — -+.-321.03 \ r� v�� ,�, r I'' ,( / I I I I 1 I I 1 { , ""\ \\ '" / J, \ t t 1j, % 4 I I f +I p I \ \` \ JJ / \ \ V) f__,,,.. � I I { 1 4 } \ \ \ / / / "" — ,,,,. •/ / \ \ \ \, \ 30' BUFFER NO GRADING' 1p, I N �G ILIMITS OF CIi i -'' >"•- r , °� t , r z } { \ \ \ ( \\ / \ \` \ \ \ OR CLEARING WITHOUT ALIM ^MAftJL19 Of 1 \ - PLANNING COYMISSION4 \ , \', •'e.' '° 0 50 I ( i 1 } ( 1 \ \ \ ✓ 1 / \ \ \ \ < 05� O ( J f 1 } t I \ 1 \ \'` \ r. �,.4� -, \ \ \ \ \ \ APPROVAL TEMPORARY 0_ r 77.00 jo-_ T % CONSTRUCTION FENCE V V%��2 /� 1 I t 1 1 \ \ \\ \� _ __ _ .- " \Fly. \ `` \ \, V4 1 4 r • 4,0...„ .-- / — \ 4 ,"� \ _ � ,�` `` \ °:{ N � ,✓° � , : i, � i. "•°" w z ' t 11 \, } \ �' \ \ \ \ `\ ,,` \ %\_ , — '``�' ` '� \ \ \ \ ....... . ...... + \ l \ \ \ ILI . ...... RIGHT OF WA UNE N, �, � 01% —1 - X I --.-j .. ---\ , -, \ " ,, I I -, \ \ \ " \\\ ,\ \ CF _t Irl -3730" P_ W PROPOSIF 0 TIM 9 67-i 0,'CRITICAL 226.06 �J' S ENENTI V`�t� ' STVRBANCE lot S 0 LDIN� �Np 3ACK EX <\ p� \� \-, ., FROM jR A\ I E�SEME '46 -P C ov, TRAFFIC' OYER 1, DIVERSION D* ell ,� \ \ \ , \ „\ .._. L A X "u, 21 ef AS 1 '& 2 CONSTRUCTION I MpjR Y J% ....... 11 V ORMilbMWI I il 1 .1 � .... j;y 4"Ai \ - .�6, \ 1 1 /0 ".7 CLEARI G I ' \ l \ \ .� �F, �5 $01\ \ \ 1 I \ . \ �f OF AND k1G Ii)T p L f IJ9r,", 91,11 , V cr no, -771 BUILDING" 2 ON 2 STORY'04ILDING =4 7.768 SF LAB/PMCE USE•6 �, I L FFE-568 _00'10NED-PDj��"`%%', ' 0; .4 IN E b), 'X60 \ \ G /�1 \ ' 4 \_ F 55 3\1 IN )4 4� In 1%4 30'W MOVE--EXI 265.16 C1411" A6, _tV' E3 ! \ \\`• \ \ '\\ \ `\ -^" d % V CLEARING 7� LIMITS OF C X�l AND GRADING C, A* 1�lj I \ I \ N, 4REMOVE --� — -' . \ ' � � �. c- � �. \ �. \ ..' ,��. ,, �, .', � •CURB ER _Nea_-�VN ONSTRUCTI E C BE % e2o 1NED RATION 1OF IrN _7-_�ECONDARY lk X y —\A A\-' 19,0111'� 1 4 _ P-•11 STR TE 5 \ \ R T, w"Y _R BUILDIN(; t 8 FOR p (BIJILIJING:3 OWSDP�OQ 6;�\ 2 2/5p w XU LIN E ltz.VUV ar LAE1/OFF#,\USC Eti �jli3X, 7 S FF-*'561'.00*z0NED'PDIP' )F PHASE LINE REM E, 1 JINLiNq f 94N LOT\,\B--s 14; .46t�uc�nci A l, XIMUMi PACITY 7' 4P N "MI -CONSTRU6104'; Z V!,,COR . . . . ..... . ............ iT L N6' E mar- I 4, 'Y IK 1 r -7 11 4/2! _j '��: SE� •�': , �x- / , J I \, } I I t "Not REMOVE CURB, LIN VCUT i EX. 7 -2. 9F 9S �j X'A 0 .3 7� IrIN P• A ... ... 16 k1l)• R MIA- ' t iGR I' NT''T I),) ADI I IGG72 1A4W01— LL. 111 elf 41 0z% •V• DO n O R�YiIOVEC k!l !9 A)I • PE. •SH T E �NSTA f6ie A_P�_p P BE Z,7 7 10k; < §M DRAT L) '`., ` -, P '�' / INTO W. NIIl_,1r1L SITE I Of 25 LIMITS OFCLFM 4 i � >' -- ��• � � / / / ! Cr_1 STABIL Y_ GI qEEF�NG., "A AND GRADI G ROAD - VARIABLED� C ME SI DI 0 -PASIN- UN11 'THE :5 },,,:' O i , / % R -,,I- ENGINEERING. utteIrIbIL (Y- -1:45 0 Ile 82.14' EE PROTECTION S gi� 1`8 'r �PN X/ r V 'Per & E 2 83 14 CY OF CLASS I <, . 1-1 — — 6 --��'38.77 / I I I . L z:5 Z:X �/ E TION RIP -RAP- JEMIIP I I'll I I I - \ z V 7 LL_ SPI j qG 1, w CE I-, - - PROP ":RITICAL A CK TP SLVE%RBANCL LL_ � '` `f .�" `• -..-. � 4 � \ \ \ �``;�/ O \ S iC ,�' - \ - ter- ",r, ' ,,.• , I .( 1 1 1 1 1 f � � i / _/M PLACE SANITARY SEWER _S_tTA_CF PRIOR TO SEDIMENT PROP. 10( ND, SHALL NOT tit SAIV. _SEW TS-, U N TI C_ ID. U'9S1 r-;,. ESM INTO 456 EROSION`INSPECTOR, '26' 24" CO -AREAS.f { ' \ o \ `` ~. _ _ 'AST STABILIZATION F E F'OR �6"'Txr'L .0 tr CONN. 24)? RCP S RHA9E iF� 4 41) 00M I '1� X "SA 0 TRE� 6TE M D.1 SEW CRITICAL ERASION AKt.8 PROP. 1 q -C M 0 BETWEEN 30' BUFFER l - // .\, „ :1: I ! / / I // // ZONE AND-STREAM- RMCAL� 0 AN cl:: EN' U. C-1 -Fum'Ts OF-- CLEARING[_\-- I� I � / / JANDQRADINGj PR t�i t K REPLACE DIVERSION 01; & x DIKE AS FILL IS ADDED X ------ 11_7 f IST , ,, -_... _- -- `= - - - I ill 1f I --�, / , / 1041 C=4A FORZ) ENFORMA7 . .... Oil f / ,- `� � / / / / 034028 N A A Nt- -7/y /7 001,- 40NAL LLJ 4,A'A4� NOT FO LOH!37w`UC71OphqM` f C/) IddEw� 10� AIM z-, 15' RCP /1 1411 R DWUM L=4 FOAMR EROSHON 0 AU so .11, 1_/ (;y 9 z >_�� A71F L hMw7r`OL XHIRDR!M ( IN FEET I inch 40 & P:\PROJECTS\Rgg\Rggl3O\Rggl3O-6OC\/\CAD\130-60CV\dwg\Cg� J�l w Draner Aden Associates DESIGNED: DAA REVISIONS: SCALE: 1 lt ___X_ COMPOSITE DEMOLITION & EROSION CONTROL PLAN JULY 1, 2002 THIS SHEET ADDED PER ALBEMARLE COUNTY Ehgbxxft * SurayFavhurimenW bg * Serilm DRAW=409 N. DAA JUNE 18, 2002 REVIEW COMMENTS 700 CharlHottesviarris Stlle,reeVAt, Suite E Richmond, Blacksburg,VA VA CHECKED: GWC — NORTH FORK RESEARCH PARK, DISTRICT #2 OFFICE BUILDING #2 C -4A 22903 804-295-0700 Fax: 804-295-2105 Raleigh-Durham, NC DATE: 3/6/00 ALBEMARLE COUNTY, VIRGINIA PLAN NO. T—R99130.61 CV 30- N66 23'19 "W 255.51' y„,._+ .--+ • I. 11111!•I Imo,•-+ I� a ��' 1•-�' 1—� — Z w - • 0 z ON �of � U W M Li 0 = •— t I I CL n. w ' `i w w — 1 w CL W w - Z Z —_ J J � } F— _ w CL a. 0 ` !� o a -X a- _ a. N CONCRETE STAIRS & SIDEWALKS AT REAR I 1 1."PLAZA" AREA SEE , LANDSCAPE PLAN LU 5.0 CONC. INSTALL (2) f . " Z , SIDEW'ALK ADA HANDICAP - I, I I 211.0' BUILDING EXTERIOR EMERGING TECHNOLOGIES CENTER -1 BUILDING #2 (BUILDING 2 ON SDP -00-024) 2 STORY BUILDING 417778 SF — LAB OFFICE USE FF=554.00 FFE-568.00 ZONED:PD—IP (COMPLETED) r� ulol 9 DESIGNED: JPA TYPICAL VAN SIGNS Enghweft • SmVeying • Envhvvnentd Sarviow DRAWN: w w z CHECKED: ' w �a o DATE: U 5.0' U PROPO GRADE SED * -SEE NOTEN o...._._,,._ ---_--__. STING 8" VALVE- J EXISTING--- RADE - � M 30.0' BUFFER - NO GRADING - M OR CLEARING OF VEGETATION PROP. 4 WATERLIN `O ALLOWED WITHOUT PLANNING • ' •� COMMISSION APPROVAL. .- . •A ',,' , ,. ' • , •. :' 9 8' BLDG. CORNER TO . < .' ., P' ,�• ',.,''' A; PRO.ERN LINE (PERP. DIST•) • '' • •e '; ,. 1 A ' •.• (� �lJ A '•' • n '•A •' N CONCRETE STAIRS & SIDEWALKS AT REAR I 1 1."PLAZA" AREA SEE , LANDSCAPE PLAN LU 5.0 CONC. INSTALL (2) f . " Z , SIDEW'ALK ADA HANDICAP - I, I I 211.0' BUILDING EXTERIOR EMERGING TECHNOLOGIES CENTER -1 BUILDING #2 (BUILDING 2 ON SDP -00-024) 2 STORY BUILDING 417778 SF — LAB OFFICE USE FF=554.00 FFE-568.00 ZONED:PD—IP (COMPLETED) r� ulol EZONE BUFFE 4 PROPERTY LINE i ° 7'0 I S66 9"E 2 , f ' 23.53' e�� °n BIOTAGE (y b e se he(e PROPERTY p°(° 5p' h°�0 �' LINE Te ail(°tl pak 552'6 30.0' ken PROPERTY LI INSTALL 8"x4" REDUCER, 4" VALVE & 4" SERVICE LINE TO VAULT PER ACSA SPECIFICATIONS. METER SIZE TO BE DETERMINED BY ACSA. PROVIDE METER BOX PER ACSA DETAIL. PROVIDE 4" SERVICE LINE FROM VAULT TO BUILDING. REMOVE PLUG. PROVIDE 8" LINE TO VAULT w/ 8" TEE & VALVE COMPLETE w/ CONCRETE ANCHORS. INSTALL DOUBLE DETECTOR CHECK VAULT. RUN 8" LINE FROM VAULT TO BUILDING. PROPOSED WATER QLINE EASEMENT TIE TO y r i , • i � ' ^%• EXISTING t. " ± e , 2 SPACES ..., (USE 3 EXISTING) ' PAINT FO HANDICAPPED • , • • ' , r , . ' , 1 1 • I , • 1 ' • 1 • 1 ; ;©' ; 1 ' ; • ' ; _ _ ACCESSIBLE PARKING & - - - - - - ' ;N ; ; ; ' ; I ; ; • ; ACCESS LANE (ADA COMPLIANT) ti. ,.�•YP ; , ; , ' ; , ; , 1 ; Z (USE 3 EXISTING SPACES) Z ►i,. '�' �'; 5 SPACE'S 04 EMERGING ' TECHNOL CIES CENTER; -2' 'SRAbE$; . ; ; (Us EXI ING) DUILDIN#1 (PUILDING ,3' ON° DP 700 -024) 00--02,4) SETBACK 2 STO RY U I LD I NG a` ' ; ; ' : . ' t ' ; ' '' 6 PACE LINE '•, T 42 '000 SF — 'LA OFFIC'E� USE ' " ' ' ' . � / ' ; , ' , _°° USE EXISTING) ' • . : ' • , ` • �' • . :, '• . ' I ' ;„4 icy FF' 551'.00 Z NED.PD IP ... '' •: ZONING A00 If -ATI PLAN LOT , B—S VDOT , • o • ' CG -12 SIM. - - O - - - _ _�- - -- ------ __-- - {I ,''; ��• '• • • � WHEELSTOP-SEE 4.06'R DETAIL, SHT. C-7 . I 1 6 SPACES (SE ISTIN/l� I 'I , • , 1 ' ,_ , EDGE OF EXIST. �+ RELOCATE SANITARY ' 1 ' 4'+�' ' : ' ; ' ` ' ”- ? 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I �• �. I 1 ` >' PHASE 2 UNE EASEMENT - • • ;.. ll A w • PH ASE 1 I EXISTING FH ' w / VAI VF I A OTE: A BACKFLOW PREVENTION DEVICE IS REQUIRED ON THE DOMESTIC WATER SERVICE LINE. QNOTE: A PRESSURE REDUCING VALVE IS REQUIRED ON THE DOMESTIC WATER SERVICE LINE. 9 DESIGNED: JPA TYPICAL VAN SIGNS Enghweft • SmVeying • Envhvvnentd Sarviow DRAWN: DAA 700 Harris Street, Suite E Blacksburg, VA Charlottesville, VA 22903 Richmond, VA CHECKED: ' GWC i m DATE: 4/30/02 5.0' PROPO GRADE SED * -SEE NOTEN o...._._,,._ ---_--__. STING 8" VALVE- -� EXISTING--- RADE - - ___PROP. 8" - WATER LINE PROP. 4 WATERLIN 80 0' SETBACK 99."0' BUILDING ° EXTERIOR EZONE BUFFE 4 PROPERTY LINE i ° 7'0 I S66 9"E 2 , f ' 23.53' e�� °n BIOTAGE (y b e se he(e PROPERTY p°(° 5p' h°�0 �' LINE Te ail(°tl pak 552'6 30.0' ken PROPERTY LI INSTALL 8"x4" REDUCER, 4" VALVE & 4" SERVICE LINE TO VAULT PER ACSA SPECIFICATIONS. METER SIZE TO BE DETERMINED BY ACSA. PROVIDE METER BOX PER ACSA DETAIL. PROVIDE 4" SERVICE LINE FROM VAULT TO BUILDING. REMOVE PLUG. PROVIDE 8" LINE TO VAULT w/ 8" TEE & VALVE COMPLETE w/ CONCRETE ANCHORS. INSTALL DOUBLE DETECTOR CHECK VAULT. RUN 8" LINE FROM VAULT TO BUILDING. PROPOSED WATER QLINE EASEMENT TIE TO y r i , • i � ' ^%• EXISTING t. " ± e , 2 SPACES ..., (USE 3 EXISTING) ' PAINT FO HANDICAPPED • , • • ' , r , . ' , 1 1 • I , • 1 ' • 1 • 1 ; ;©' ; 1 ' ; • ' ; _ _ ACCESSIBLE PARKING & - - - - - - ' ;N ; ; ; ' ; I ; ; • ; ACCESS LANE (ADA COMPLIANT) ti. ,.�•YP ; , ; , ' ; , ; , 1 ; Z (USE 3 EXISTING SPACES) Z ►i,. '�' �'; 5 SPACE'S 04 EMERGING ' TECHNOL CIES CENTER; -2' 'SRAbE$; . ; ; (Us EXI ING) DUILDIN#1 (PUILDING ,3' ON° DP 700 -024) 00--02,4) SETBACK 2 STO RY U I LD I NG a` ' ; ; ' : . ' t ' ; ' '' 6 PACE LINE '•, T 42 '000 SF — 'LA OFFIC'E� USE ' " ' ' ' . � / ' ; , ' , _°° USE EXISTING) ' • . : ' • , ` • �' • . :, '• . ' I ' ;„4 icy FF' 551'.00 Z NED.PD IP ... 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I �• �. I 1 ` >' PHASE 2 UNE EASEMENT - • • ;.. ll A w • PH ASE 1 I EXISTING FH ' w / VAI VF I A OTE: A BACKFLOW PREVENTION DEVICE IS REQUIRED ON THE DOMESTIC WATER SERVICE LINE. QNOTE: A PRESSURE REDUCING VALVE IS REQUIRED ON THE DOMESTIC WATER SERVICE LINE. —. — — — — bUj— 252.0 DISCOVERY DRIVE PRIVATE ROAD -VARIABLE WIDTH R.O.W. """ ' p'a ` ' - T;.. - .:. :�:=.�""...-•. 1 D NOTE: IMPROVEMENTS ALONG DISCOVERY DRIVE, INCLUDING CROSSWALKS, SIDEWALKS, & LANDSCAPING, SHOWN OUTSIDE THE PHASE 2 LINE ARE TO BE CONSTRUCTED AS PART OF PHASE 2. SITE PLAN NORTH FORK RESEARCH PARK, DISTRICT #2 OFFICE BUILDING #2 ALBEMARLE COUNTY, VIRGINIA 550 EX 540 530 J Q M Draper Aden Associates DESIGNED: JPA Enghweft • SmVeying • Envhvvnentd Sarviow DRAWN: DAA 700 Harris Street, Suite E Blacksburg, VA Charlottesville, VA 22903 Richmond, VA CHECKED: ' GWC — _____.-_a0_L 804-295-0700 Fax: 804-295-2105 Raleigh-Durham, NC DATE: 4/30/02 —. — — — — bUj— 252.0 DISCOVERY DRIVE PRIVATE ROAD -VARIABLE WIDTH R.O.W. """ ' p'a ` ' - T;.. - .:. :�:=.�""...-•. 1 D NOTE: IMPROVEMENTS ALONG DISCOVERY DRIVE, INCLUDING CROSSWALKS, SIDEWALKS, & LANDSCAPING, SHOWN OUTSIDE THE PHASE 2 LINE ARE TO BE CONSTRUCTED AS PART OF PHASE 2. SITE PLAN NORTH FORK RESEARCH PARK, DISTRICT #2 OFFICE BUILDING #2 ALBEMARLE COUNTY, VIRGINIA 550 EX 540 530 J Q M 10+00 11+00 WATERLINE PROFILE NOT TO SCALE NOTE: 3 FT. MINIMUM COVERAGE 3 REQUIRED ABOVE WATERLINE. REVISIONS: SCALE: 1 "=20' JULY 1, 2002 GENERAL REVISION PER ALBEMARLE COUNTY JUNE 18, 2002 REVIEW COMMENTS AUGUST 23, 2002 PER ALBEMARLE COUNTY REVIEW COMMENTS OCT. 11, 2002 PER ALBEMARLE CO. SERVICE AUTHORITY COMMENTS PLAN ) A A' � O • T _ � 9 913 0.61 C V NOV. 19, 2002 PER ALBEMARLE CO. SERVICE AUTHORITY COMMENTS r LA �) � NOTE: SEE SHEETS L-1 FOR LANDSCAPE PLAN. GLENN W. CUSTIS No. 8039 GRAPHIC SCALE 20 0 10 20 40 so ( IN FEET ) 1 inch = 20 ft- P:\R99\100\R99130\R99130-60CV\CAD\130-60CV\dwg\R99130-60—SIiE.dwg C-5 w U r Q W .�' ., a --w--_ _.L e .0 00 W w.. > -�o — _____.-_a0_L O 00 O PROPO GRADE SED * -SEE NOTEN o...._._,,._ ---_--__. STING 8" VALVE- -� EXISTING--- RADE - - ___PROP. 8" - WATER LINE PROP. 4 WATERLIN 10+00 11+00 WATERLINE PROFILE NOT TO SCALE NOTE: 3 FT. MINIMUM COVERAGE 3 REQUIRED ABOVE WATERLINE. REVISIONS: SCALE: 1 "=20' JULY 1, 2002 GENERAL REVISION PER ALBEMARLE COUNTY JUNE 18, 2002 REVIEW COMMENTS AUGUST 23, 2002 PER ALBEMARLE COUNTY REVIEW COMMENTS OCT. 11, 2002 PER ALBEMARLE CO. SERVICE AUTHORITY COMMENTS PLAN ) A A' � O • T _ � 9 913 0.61 C V NOV. 19, 2002 PER ALBEMARLE CO. SERVICE AUTHORITY COMMENTS r LA �) � NOTE: SEE SHEETS L-1 FOR LANDSCAPE PLAN. GLENN W. CUSTIS No. 8039 GRAPHIC SCALE 20 0 10 20 40 so ( IN FEET ) 1 inch = 20 ft- P:\R99\100\R99130\R99130-60CV\CAD\130-60CV\dwg\R99130-60—SIiE.dwg C-5 .c 550 540 530 560 550 540 530 STORM SEWER PROFILES 10+00 11+00 0- _ O w�00 4 Oq n __.._ OOr 03 _E;____;_. 0 00 O .� u �.._�_ to0E— 4 Wa ow 4 o _ _. vii o t -o c~n 0 _0 -. SED_..... _ ___.._ GRADE XI N RADE 75.77 LF -18 DPE 0 1.1% SLOE 83.05 LF -12 HDPE 32.9 LF 12 DPE _ 0 2.01% S1.01PE 1.0-17, SLO E r LO i= 10+00 11+00 10+00 11+00 �a�� f�; 1�1 be�,till, 5ek te00. of 0( 9 �` ho�� he �e 11'�od Dov 5552 61 �h;�.J�t�o�. A KoTE., . 20. 1 inch = 20 & , P:\R99\R99130\R99130-20L\dwg\C99130-60—GRADING.DWG Draper Aden Associates DESIGNED: DAA REVISIONS: SCALE: 1 of =20' MANAGEMENT & GRADING PAN EngbXftjag • Sm raying * Ei`j w Serdm DRAWN: DAA ��Y002 GENERAL REVISION PER AL EMARLE COUNTY 700 Harris Street, Suite Blacksburg, VA CHECKED: cwc NORTH FORK RESEARCH PARK, DISTRICT #2 OFFICE BUILDING #2 JUNE 18, 2002 REVIEW COMMENTS C-6 Charlottesville, 80 22903-2 Richmond, va NOVEMBER 19, 2002 GENERAL REVISION PER ALBEMARLE COUNTY PLAN N 0 T R 9 913 0 61 CV 804-295-0700 Fax: 804-295-2105 Raleigh-Durham, luc DATE: 4/30/02 ALBEMARLE COUNTY VIRGINIA OCTOBER 18, 2002 REVIEW COMMENTS LA • • 0- O w�00 n _ .� u �.._�_ to0E— 4 _._. i.w_.w - toZcei— ow 4 o _ _. ___.._ GRADE XI N RADE 75.77 LF -18 DPE 0 1.1% SLOE 10+00 11+00 �a�� f�; 1�1 be�,till, 5ek te00. of 0( 9 �` ho�� he �e 11'�od Dov 5552 61 �h;�.J�t�o�. A KoTE., . 20. 1 inch = 20 & , P:\R99\R99130\R99130-20L\dwg\C99130-60—GRADING.DWG Draper Aden Associates DESIGNED: DAA REVISIONS: SCALE: 1 of =20' MANAGEMENT & GRADING PAN EngbXftjag • Sm raying * Ei`j w Serdm DRAWN: DAA ��Y002 GENERAL REVISION PER AL EMARLE COUNTY 700 Harris Street, Suite Blacksburg, VA CHECKED: cwc NORTH FORK RESEARCH PARK, DISTRICT #2 OFFICE BUILDING #2 JUNE 18, 2002 REVIEW COMMENTS C-6 Charlottesville, 80 22903-2 Richmond, va NOVEMBER 19, 2002 GENERAL REVISION PER ALBEMARLE COUNTY PLAN N 0 T R 9 913 0 61 CV 804-295-0700 Fax: 804-295-2105 Raleigh-Durham, luc DATE: 4/30/02 ALBEMARLE COUNTY VIRGINIA OCTOBER 18, 2002 REVIEW COMMENTS LA • • 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH GRAVEL FILTER 12" UPSLOPE ALONG THE LINE OF CONCRETE GUTTER STAKES. WIRE MESH 6' MAX. FLOW /III " � III 11 4" 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL. IT INTO THE TRENCH. FLOW SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) CONSTRUCTION OF A SILT FENCE SF WITHOUT WIRE SUPPORT) NO SCALE (STD. & SPEC. 3.05 OF VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, 3RD ED.) VDnT 4 C( TYPICAL GRAVEL STRUCTURE Rwn RIGHT-OF-WAY DIVERSION DETAIL NO SCALE (STD. & SPEC. 3.11 OF VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, 3RD ED.) R*kLOMIi RUNOFF- ' FILTERED WATER-' WATER __J.. ,�.____ l -_��=111' --- � :� A _ �-�_ c� e ° • --.-==1 I 1=1 I H - II ! I_- I I-4 71-111. 12" SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE POONDING 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 CURB INLET SEDIMENT FILTER NO SCALE (STD. & SPEC. 3.07 OF VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, 3RD ED.) WIRE SCREEN GRAVEL FILTER CONCRETE BLOCK WIRE SCREEN OVERFLOW FILTERED WATER SEDIMENT X> s ; RUNOFF WATER 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 (STD. & SPEC. 3.07 OF VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, 3RD ED.) DRAINAGE SWALE DIRECTS FLOW TO SEDIMENT BASIN 70' MIN. 3' SM 2A ASPHALT TOP COURSE EXISTING Al PAVEMENT /:LX 2X •A FILTER CLOTH 6" MIN. 6' A 1 A AGGREGATE BASE SIDE ELEVATION EDG E OFCURBP vT 70' MIN. B ASPHALT PAVED WASHRACK i -�. ,i i.• 1 .i i •. : ::.�;t:.: r .• `.. ': ; ' r " PAVEMENT .. POSITIVE DRAINAGE a To SEDUENT TRAPPING DEVICE • MUST EXTEND FULL WIDTH OF OPERATIONs AND EGRESS PLAN VIEW 2" SM -2A 2" SM -2A 3" BM -2 —� 6" 21—B STONE 00 COMPACTED SUBGRADE COMPACTED SUBGRADE TYPICAIL REGULAR DUTY TYPICAL HEAVY DUTY j ASPHALT PARK - 4" v �2„R SURFACE <I BASE �( ING SPACES) ASPHALT (DRIVE AISLES) SUBBASE NO SCALE NO SCALE CONCRETE IS TO BE W W °c z z ce 44 U. J CLASS A3 IF CAST (LETTERING MIN. IN PLACE CONTRACTOR TO SUPPLY & INSTALL 4” OF COMPACTED (3)- 3/8" ANCHOR BOLTS 6'VDOT #21B AGGREGATE BELOW ENTIRE UNDERSIDE OF NEENAH R-7514 VALVE CONCRETE CURB/GUTTER HANDHOLE FRAM & LID PAVEMENT 24" X 24' X 6" THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR CONCRETE SLAB INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE' WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHIERWISE THE DEPTH IS TO BE 18" AS SHOWN. STANDARD CG -2 DETAIL NO SCALE r��►-----��r�� ►yi=ori-���=\-PROVIDE #4 REBAR RING r CLEANO ITH CAP. . . BE SAM SIZE AS LATERAL - CLEANOUT NO SCALE FINISHED GRADE 12" X 12" X 4" CONCRETE SLAB 7 L X k\" ANY, [PROVIDE #4 REBAR RING CLEANOUT W/RECESSED CAP. CLEANOUT TO BE SAME MATERIAL AS LATERAL CLEANOUT IN GRASSED AREA NIO SCALE FILTER FABRIC—` AGGREGATE AS--/ ' PER VESCH SPECIFIED (SEE TABLE 3.02-A NOTES) (AS REQUIRED) NOTES: 1. ALL ROADS AND PARKING AREAS (BOTH PERMANENT AND TEMPORARY) SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK STD. AND SPEC. 3.03, FOR USE BY CONSTRUCTION TRAFFIC. 2. PERMANENT ROADS AND PARKING AREAS SHALL HAVE AN INITIAL BASE COURSE OF VDOT #21 OR 21A AGGREGATE, 6 " IN DEPTH MIN., APPLIED IMMEDIATELY FOLLOWING GRADING. 3. FOR TEMPORARY ROADS, AGGREGATE DEPTH AND FILTER FABRIC MATERIAL TO BE DETERMINED IN ACCORDANCE WITH VESCH SPEC. 3.03 AND TABLE 3.02—A. cRs CONSTRUCTION ROAD STABILIZATION DETAIL NO SCALE (STD. & SPEC. 3.03 OF VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, 3RD ED.) YELLOW CURBLINE 3/8" BORDER NO PARKING FIRE LANE (LETTERING MIN. 12" IN HEIGHT) (OR) YELLOW CURBLINE Z � W W °c z z ce 44 U. J a (LETTERING MIN. 12" IN HEIGHT) FIRE LANE PAINT STRIPING DETAIL NO SCALE GENERAL SLOPE (3:1 OR LESS) TOTAL LBSPER ACRE KENTUCKY 31 FESCUE 128 LBS. PLANTING DATES SPECIES ME RED TOP GRASS 2 LBS. 12• MSH, 50/50 MIX OF (LBS/ACRE) SEASONAL NURSE CROP 20 LBS. ANNUAL RYEGRASS SEPT 1 -FEB 15 (LOLIUM MULTI-FLORUM) 50-100 150 LBS 2X & SEASONAL NURSE CROP s .: , • .: -� CEREAL (WINTER) RYE (SECALE CEREALE) FEBRUARY 16 THROUGH APRIL ANNUAL RYE MAY 1 THROUGH AUGUST 15 FOXTAIL MILLET �I ANNUAL RYEGRASS AUGUST 16 THROUGH OCTOBER ANNUAL RYE FILTER CLOTH FEB 16 -APR 20 (COLLUM MULTI-FLORUM) 60-100 NOVEMBER THROUGH FEBRUARY 15 WINTER RYE SECTl 10 N A — A GERMAN MILLET NOTES: MAY 1 -AUG 31 (SETARIA ITALICA) 50 1. LIME AND FERTILIZER NEEDS SHALL BE DETERMINED SEEDINGS MADE IN FALL FOR WINTER COVER AND BY SOIL TESTS AND APPLIED IN ACCORDANCE WITH DURING HOT AND DRY SUMMER MONTHS SHALL BE VESCH STD. 3.32. MULCHED IMMEDIATELY UPON COMPLETION OF SEED APPLICATION WITH TACKIFIED STRAW, IN ACCORDANCE 2• SEEDINGS TO BE MULCHED IMMEDIATELY UPON WITH VA E&S STD 3.35. COMPLETION OF SEED APPLICATION, IN ACCORDANCE W/ VESCH STD 3.35. SOURCE: ADAPTED from 1983 Mala alsd Standards fgr Solt ate m and kit Co and Ya. DSWC plate 3.42—i TEMPORARY SEEDING SCHEDULE c PERMANENT SEEDING SCHEDULE PAVED CONSTRUCTION ENTRANCE TS NO SCALE PS NO SCALE CE NO SCALE (STD. & SPEC. 3.31 OF VIRGINIA EROSION & (STD. & SPEC. 3.32 OF VIRGINIA EROSION & (STD. & SPEC. 3.02, VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, 3RD ED.) SEDIMENT CONTROL HANDBOOK, 3RD ED.) SEDIMENT CONTROL HANDBOOK, 3RD ED.) Draper Aden Associates DESIGNED: DAA DETAILS F�Ineixlas • gig • �,� services DRAWN: DAA NORTH R T H FOR K Ch Harris Charlottesville, tA229 3 Blacksburg, VA CHECKED: GWc RESEARCH PARK, DISTRICT #2, OFFICE BUILDING #2 Charlottesville,80 -29-2 Richmond, VA ALBEMARLE COUNTY, VIRGINIA 804-295-0700 Fax: 804-295-2105 Raleigh-Durham, NC DATE: 4/30/02 1/2- EXPANSION JOINT WHEN NEXT TO CURB 1 5" CONC. SIDEWALK •- T .....77 / dill ' 6" 21—B COMPACTED SUBGRADE \% NOTES: G, , 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. TYPICAL SIDEWALK DETAIL NO SCALE 12" Ihl{ FIRE LANE SIGN NO SCALE RESERVED PARKING R7-8 ADA PARKING SIGN ON VAN ACCESSIBLE VAN SPACES ONLY ACCESSIBLE co LETTERING GREEN PENALTY BACKGROUND WHITE 1100—$500 FINE TOW—AWAY ZONE z ADA VAN ACCESSIBLE SIGN NO SCALE THIS ITEM MAY BE PRECAST OR CAST IN PLACE. f An `t 2„R CONCRETE IS TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 1-- 6” T 2'-0" _ 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 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. STANDARD CG -6 DETAIL NO SCALE 6" 1 AS SHOWN ON PLANS 6" 5" A3 CONCRETE Mfff&6" 21—B STONE COMPACTED SUBGRADE TYPICAL SIDEWALK SECTION NO SCALE „ THIS ITEM MAY BE PRECAST 4 OR CAST IN PLACE. 2"R CONCRETE IS TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF t PRECAST. co G 4" 21B—\ —6 2,-0"'-�- 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 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) DETAIL NO SCALE C ln$$ 1'11♦ 11/11 C C/1n A►1/1L1f%n ivry1Lrr N 36" - #4 REBAR DRIVEN TO ANCHOR WHEEL STOP FRONT VIEW WHEEL STOP DETAIL NO SCALE 6" ui � ui iii a JiL SIDE VIEW ; 12" A VAR. WIDTH SIDEWALK OR 3'-0" ` I SIDEWALK SPACE MIN. 6' 3' 6' MIN. *VAR. 4' MIN. --- ----------I---------- BVAR. WIDTH I B SIDEWALK OR o SIDEWALK SPACE I z 0.5' I 6'-0" 6'-0" 3" RADIAL PLAN I TANGENT PLAN * FOR COMMERCIAL ENTRANCE A - I (HEAVY TRUCK TRAFFIC ANTICIPATED) SEE STANDARD CG -13 SHEET 203.10 7'-4" IS THE MINIMUM REQUIRMENT TO ACHIEVE SIDEWALK AREA A 12:1 SLOPE (WITH OR WITHOUT BUFFER STRIP) TAPER CURB HEIGHT DOWN �I 6" - 7'-4" I TO 0 AT THIS POINT OR Y STD. CG -6 - - - - - - - _- CONTINUE AT FULL HEIGHT J WHERE APPLICABLE. . MAX. -- _ — _ � W z U) THIS ITEM MAY BE VAR. 3' MIN. PRECAST OR CAST IN PLACE SECTION A -A VAR. WIDTH SIDEWALK O OR SIDEWALK SPACE SLOPE 12:1 MAXIMUM 10 0 TYPICAL ALTERNATE RADIAL PLAN FOR USE AT APPLICABLE STREET v) SECTION 13-13 V) AND COMMERCIAL p NOTE: ENTRANCES 0 LIMITS OF EXPOSED AGGREGATE SIDEWALK CURB RAMP TO BE CLASS A-3 CONCRETE WITH EXPOSED z AGGREGATE FINISH. RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 12:1 CURB RAMP (CG -12) DETAIL NO SCALE REVISIONS: JULY 1, 2002 GENERAL REVISION PER ALBEMARLE COUNTY JUNE 18, 2002 REVIEW COMMENTS 12:1 MAXIMUM RIC VIEW SCALE: AS SHOWN PLAN N0, R99130.61 CV 0 `GLENN W. CUSTIS � CERTIFICATE No. a 8939 w AP'DF'R S S 1013 f+ti P:\R9g\100\R99130\R99130-61CV\CAD\130-61CV\dwg\C99130-61—DETAILS.DWG C-7 SET TRUNK PLUMB. SEE — PLANS FOR EXACT LAYOUT AND SPACING. TREE TIES, SEE SP 1-1/2" SQ. OAK STA SET 180 DEGREES APART FINISHED GRADE APPLY 2" OF MULCT PLANTING AND WA THOROUGHLY 4" COMPACTED EAI WATERING BERM EXISTING GRADE PLANTING PIT. SEE EXACT REQUIREME PLANTING SOIL, At SOIL AMENDMENT REMOVE BURLAP & FROM TOP 1/3 OF 1 BALL UNDISTURBED SOIL TREE PLANTING DETAIL NOT TO SCALE SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST. ADJUST SPACING AS NECESSARY OR AS DIRECTED BY ARCHITECT. MULCH 2" DEEP IMMEDIATELY AFTER PLANTING AND WA -T -- THOROUGHLY. PLANTING PIT. SEE SPECIFICATIONS FOR EXACT REQUIREMENTS, PLANTING SOIL, AND PLANTING SOIL AMENDMENTS. --- rr 0 in SET SHRUB PLUMB. TOP OF ROOTBALL SHALL NOT BE MORE THAN I" ABOVE FINISHED GRADE REMOVE BURLAP FROM TOP I/3 OF ROOTBALL 3" TALL WATERING BERM FINISHED GRADE NOTE FOR SHRUB BEDS: SEE PLANS FOR EXACT LAYOUT. SEE SPECIFICATIONS FOR EXACT BED PREPARATION, PLANTING SOIL, AND PLANTING SOIL AMENDMENTS. SHRUB PLANTING DETAIL NOT TO SCALE GROUND COVER PLANTING BED. SEE SPECIFICATIONS FOR BED PREPARATION, PLANTING SOIL, & SOIL AMENDMENTS. SLOPE PLANTING BED FOR POSI TI VE DRAINAGE PVMT LAYOUT VARIES, SEE PLAN ...... I .................................... ............. .... 11 .......... ... ........................ ........ .......................... ................. ................. ......................... I ...................................... I .... I ............................ ... ............... .................................................. I ............. GROUND COVER PLANTING DETAIL NOT TO SCALE SPACE PLANTS AS SPECIFIED IN PLANT LIST. ADJUST SPACING -- AS NECESSARY TO EVENLY FILL PLANTING BED MULCH 2" DEEP AFTER PLANTING 'AND WATER THOROUGHLY FINISH GRADE LIGHTING NOTES: I. EACH OUTDOOR LUMINARIE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE MAXIMUM LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. 2. THE SPILLOVER OF LIGHTING FROM OUTDOOR LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (112) FOOT CANDLES. 6 -PINUS STROBUS Draper Aden Associates ANHOLD ASSOCIATES DESIGNED: DTA LANDSCAPE & LIGHTING PLAN f Engineering • Surveying • Environmental Services LANDSCAPE ARCHITECTURE + PLANNINGDRAWN: DTA NORTH FORK RESEARCH PARK, DISTRICT #2 BUILDING #2 700 Harris Street, Suite E Blacksburg, VA 8311 ROCKFISH GAP TPKE. CHECKED: DTA Charlottesville, VA 22903 Richmond, VA GREENWOOD, VIRGINIA 804-295-0700 Fax: 804-295-2105 Raleigh-Durham, NC 434,882.3420 DANHOLD@CSTONE.NET DATE: 7-1-02 ALBEMARLE COUNTY, VIRGINIA REVISIONS: NOVEMBER 19, 2002 GENERAL REVISION PER ALBEMARLE COUNTY OCTOBER 18, 2002 REVIEW COMMENTS SCALE: PLAN N0. 1 "=20' T -R99130.61 CV MAPLES RUBRUM L-1 PLANT MATERIALS SCHEDULE PLANT NO. SCIENTIFIC NAME COMMON NAME SIZE ROOT SPACING TREES 1 ACER RUBRUM RED MAPLE 2-1/2" CAL. B&B AS SHOWN 30 BETULA NIGRA "HERITAGE" (CLUMP) HERITAGE RIVER BIRCH 12' HGT. B&B AS SHOWN 5 CLADRASTIS LUTEA AMERICAN YELLOW -WOOD 1-1/2" CAL B&B AS SHOWN 17 CORNUS FLORIDA FLOWERING DOGWOOD 6' HGT. B&B AS SHOWN 10 FRAXINUS AMERICANA WHITE ASH 2-1/2" CAL. B&B AS SHOWN 6 KOELREUTERIA PANICULATA GOLDEN -RAIN TREE 1-1/2" CAL B&B AS SHOWN 4 LAGERSTOEMIA INDICA "TUSKEGEE" TUSKEGEE CRAPE MYRTLE 6' HGT. B&B AS SHOWN 6 PINUS STROBUS WHITE PINE 6' HGT. B&B AS SHOWN 9 PLATANUS ACERIFOLIA "BLOODGOOD" LONDON PLANE TREE 2-1/2" CAL. B&B AS SHOWN 5 QUERCUS RUBRA NORTHERN RED OAK 1-1/2" CAL B&B AS SHOWN 3 QUERCUS ALBA WHITE OAK 1-1/2" CAL B&B AS SHOWN SH_ 24 VIBURNUM CARLCEPHALUM FRAGRANT VIBURNUM 36" HGT. B&B AS SHOWN A4 8 ILEX GLABRA'COMPACTA' COMPACT INKBERRY 24" HGT. B&B AS SHOWN 9 ILEX X "NELLIE R. STEVENS" NELLIE R. STEVENS HOLLIE 5' HGT. B&B AS SHOWN 24 FOTHERGILLA GARDENII DWARF FOTHERGILLA 24" HGT. B&B AS SHOWN 56 MAHONIA AQUIFOLIUM "COMPACTA" OREGON HOLLY -GRAPE 3 GAL. CONT. AS SHOWN GROUNDCOVERS & PERENNIALS 222 GAULTHERIA PROCUMBENS WINTERGREEN 1 QT. CONT. 21" O.C. 311 LIRIOPE "BIG BLUE" BIG BLUE LIRIOPE 1 QT. CONT. 18" O.C. 132 RUDBECKIA FULGIDA "GOLDSTURM BLACK-EYED SUSAN 1 GAL CONT. 21" O.C. 116 THYMUS SERPHYLLUM CREEPING THYME 1 QT. CONT. 1811O.C. 1560 VINCA MINOR PERIWINKLE 1 QT. CONT. 18" O.C. SET TRUNK PLUMB. SEE — PLANS FOR EXACT LAYOUT AND SPACING. TREE TIES, SEE SP 1-1/2" SQ. OAK STA SET 180 DEGREES APART FINISHED GRADE APPLY 2" OF MULCT PLANTING AND WA THOROUGHLY 4" COMPACTED EAI WATERING BERM EXISTING GRADE PLANTING PIT. SEE EXACT REQUIREME PLANTING SOIL, At SOIL AMENDMENT REMOVE BURLAP & FROM TOP 1/3 OF 1 BALL UNDISTURBED SOIL TREE PLANTING DETAIL NOT TO SCALE SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST. ADJUST SPACING AS NECESSARY OR AS DIRECTED BY ARCHITECT. MULCH 2" DEEP IMMEDIATELY AFTER PLANTING AND WA -T -- THOROUGHLY. PLANTING PIT. SEE SPECIFICATIONS FOR EXACT REQUIREMENTS, PLANTING SOIL, AND PLANTING SOIL AMENDMENTS. --- rr 0 in SET SHRUB PLUMB. TOP OF ROOTBALL SHALL NOT BE MORE THAN I" ABOVE FINISHED GRADE REMOVE BURLAP FROM TOP I/3 OF ROOTBALL 3" TALL WATERING BERM FINISHED GRADE NOTE FOR SHRUB BEDS: SEE PLANS FOR EXACT LAYOUT. SEE SPECIFICATIONS FOR EXACT BED PREPARATION, PLANTING SOIL, AND PLANTING SOIL AMENDMENTS. SHRUB PLANTING DETAIL NOT TO SCALE GROUND COVER PLANTING BED. SEE SPECIFICATIONS FOR BED PREPARATION, PLANTING SOIL, & SOIL AMENDMENTS. SLOPE PLANTING BED FOR POSI TI VE DRAINAGE PVMT LAYOUT VARIES, SEE PLAN ...... I .................................... ............. .... 11 .......... ... ........................ ........ .......................... ................. ................. ......................... I ...................................... I .... I ............................ ... ............... .................................................. I ............. GROUND COVER PLANTING DETAIL NOT TO SCALE SPACE PLANTS AS SPECIFIED IN PLANT LIST. ADJUST SPACING -- AS NECESSARY TO EVENLY FILL PLANTING BED MULCH 2" DEEP AFTER PLANTING 'AND WATER THOROUGHLY FINISH GRADE LIGHTING NOTES: I. EACH OUTDOOR LUMINARIE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE MAXIMUM LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. 2. THE SPILLOVER OF LIGHTING FROM OUTDOOR LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (112) FOOT CANDLES. 6 -PINUS STROBUS Draper Aden Associates ANHOLD ASSOCIATES DESIGNED: DTA LANDSCAPE & LIGHTING PLAN f Engineering • Surveying • Environmental Services LANDSCAPE ARCHITECTURE + PLANNINGDRAWN: DTA NORTH FORK RESEARCH PARK, DISTRICT #2 BUILDING #2 700 Harris Street, Suite E Blacksburg, VA 8311 ROCKFISH GAP TPKE. CHECKED: DTA Charlottesville, VA 22903 Richmond, VA GREENWOOD, VIRGINIA 804-295-0700 Fax: 804-295-2105 Raleigh-Durham, NC 434,882.3420 DANHOLD@CSTONE.NET DATE: 7-1-02 ALBEMARLE COUNTY, VIRGINIA REVISIONS: NOVEMBER 19, 2002 GENERAL REVISION PER ALBEMARLE COUNTY OCTOBER 18, 2002 REVIEW COMMENTS SCALE: PLAN N0. 1 "=20' T -R99130.61 CV MAPLES RUBRUM L-1