The URL can be used to link to this page

Home My WebLink AboutSDP200200110 Plan - Approved1. 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: UNIVERSITY OF VIRGINIA FOUNDATION 465 CRESTWOOD DRIVE CHARLOTTESVILLE, VA 22903 TELEPHONE: (434) 982-4848 FACSIMILE: (434) 982-4852 3. THESE PLANS HAVE BEEN PREPARED BY: DRAPER ADEN ASSOCIATES 700 E 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), APRIL, 2001. JIM BELL (AERIAL TOPOGRAPHY), 1997. 6. PARCEL E: 33.26 ACRES OF THE NORTH FORK OFFICE PARK 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). WATERSHED: RIVANNA RIVER 7. BUILDING STATISTICS: BUILDING SQUARE FOOTAGE: 70,000 SF FLOOR AREA RATIO: 0.41 (BASED ON LEASE AREA) MAXIMUM BUILDING HEIGHT: 56.0' NUMBER OF EMPLOYEES: 280 INDUSTRIAL & COMMERCIAL USE: 0 SF LOT COVERAGE: EASE AREA) BUILDING: 70,000 SF (20,000 SF BLDG. FOOTPRINT 12% PARKING AND DRIVEWAYS: 118,714 SF (LEASE AREA 70% LANDSCAPED AND UNDEVELOPED AREAS: 0.14 ACRES LEASE AREA) (47.) MAXIMUM IMPERVIOUS AREA: 152,896 SF (89%) LEASE AREA: 3.92 ACRES 8. PARKING STATISTICS: COMMERCIAL OFFICE: 1 SPACE PER 200 SQ. FT. OF NET FLOOR SPACE GROSS FLOOR SPACE= 70,000 SQ. FT. NET FLOOR SPACE=80% GFS= 70,000 SQ. FT. ,REQUIRED SPACES: 280 REQUIRED LOADING SPACES: 4 (PER WAIVER REQUEST) PARKING PROVIDED: REGULAR: 272 HANDICAP: 8 TOTAL SPACES: 280 PROPOSED USE: GENERAL OFFICE BUILDING LOADING SPACES: (REQ'D .) 4 (PER WAIVER REQUEST) PROVIDED: 4 9. STANDARDS AND SPECIFICATIONS: 1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) 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, PARCEL E ADJACENT OWNER & PARCEL INFORMATION SHOWN ON DRAWING C-2. 11. NORTH FORK RESEARCH PARK TOTAL BUILDOUT STATISTICS 1998 47,200 S.F. SITE 149,736 S.F. TOTAL SUPPORT COMMERCIAL 9 LOADING) 350 SQ. FOOTAGE SQ. FOOTAGE PRA BUILDING 4 LOADING 80,000 0 TOWN CENTER #1 3.18 69,736 0 DISTRICT #2, BLDG. #1 70,000 0 DISTRICT #2, BLDG. #2 40,000 0 DISTRICT #1, BLDG. #1 70,000 0 MICROAIRE GAS VALVE O 26,000 0 MOTION CONTROL CLEANOUT • 47,200 0 DISTRICT #1, BLDG. #2 70,000 0 TOTAL BUILDOUT REMAINING: TOTAL FIRST YEAR BUILDOUT REMAINING: UARE FOOTAGE -OF -BUILDOUT ANNU 1996 TITLE 1997 26,000 S.F. 1998 47,200 S.F. 1999 149,736 S.F. 2000* 180,000 S.F. *PROPOSED PROVIDED TITLE PARKING SANITARY SEWER & MANHOLE- -- o�- - - CONCRETE 373 (8 HC, 8 LOADING) 284 (7 HC, 9 LOADING) 350 8 ADA, 16 LOADING 160 6 ADA, 4 LOADING 350 8 ADA, 65 LOADING 339 (8 ADA, 4 LOADING) 2,670,264 S.F. (3,000,000 S.F.) 170,264 S.F. (500,000 S.F.) 12. SETBACKS - PER THE APPROVED APPUCATION PLAN FOR DEVELOPMENT, SETBACKS ARE: 50' FROM PUBLIC R.O.W. TO BUILDING 10' FROM PUBLIC R.O.W. TO PARKING (SEE SHEET C-5) 13. NOTE: HAZARDOUS MATERIALS: NO HAZARDOUS MATERIALS, INCLUDING MEDICAL WASTES, SHALL BE DISPOSED OF WITHIN THE PROJECT. L L U LEGEND EXISTING FEATURES: PROPOSED FEATURES: Virginia Uniform Coding System for DROP INLET & STORM SEWER =_____ __ CG -6 Erosion and Sediment Control Practices _ . STORM SEWER & MANHOLE ____:____________-- CG -6R - GAS LINE TREELINE GUARDRAIL SETBACK/EASEMENT/BUILD TO PROPERTY/ROW LINE CONTOUR INDEX CONTOUR CURB AND GUTTER FENCE LINE REDUCER SIGN DEMOLITION REMOVE TREE REMOVE ASPHALT/GRAVEL REMOVE CURB & GUTTER STEEP SLOPE -J HOSE BIB _ LIMITS OF CLEARING & FLOW LINE _ REDUCER - SIGN SPOT ELEVATION GAS LINE ELECTRICAL LINE TELEPHONE LINE EDGE OF PAVEMENT REVISIONS: 11 / .1 1l % r CONSTRUCTION T - G -G E E- T T - NO. TITLE 3.02 SANITARY SEWER & MANHOLE- -- o�- - - CONCRETE CONSTRUCTION ROAD STABILIZATION CLEANOUT o HEAVY DUTY PAVEMENT 3,07 WATERLINE W.n...___._.._...__..... LIGHT DUTY PAVEMENT TEMPORARY DIVERSION DIKE WATER VALVE TEMPORARY FILL DIVERSION 3.11 TEMPORARY RIGHT-OF-WAY DIVERSION DRAINAGE DIVIDES � _� 1" TEMPORARY SEDIMENT TRAP WATER METER 8 TEMPORARY SLOPE DRAIN 3.18 OUTLET PROTECTION PROPOSED CONTOURS '-'- 100 -- SURFACE ROUGHENING CHECK VALVE TEMPORARY SEEDING 3.32 FIRE HYDRANT DROP INLET & STORM SEWER 3�. SOIL STABILIZATION BLANKETS & MATTING WELL (POTABLE) Qo STORM SEWER & MANHOLE 3.39 DUST CONTROL SANITARY SEWER & MANHOLE - �Sw (!Q �w -► a - GAS VALVE O CLEANOUT • GAS DRIP WATERLINE W POWER/UTILITY POLE 0 WATER VALVE LIGHT POLE/STREET LAMP -O- WATER METER C OVERHEAD POWER LINE -E - -E- - FIRE HYDRANT -�-- ROOF DRAIN RD --0 RD OVERHEAD TELEPHONE LINE -T - T- - FENCE_ UNDERGROUND TELEPHONE - -UGT- - . . . . . - CG -12 (HANDICAP RAMP) /F -I\ UNDERGROUND POWER - ..... - UGP - • . . . ...... - SWALE/DITCH ----� EDGE OF PAVEMENT RIPRAP `= a SOIL BORING LOCATION B_1 STREET LIGHT -� TELEPHONE PEDESTAL PARKING LOT LIGHT POLE f i i GAS LINE TREELINE GUARDRAIL SETBACK/EASEMENT/BUILD TO PROPERTY/ROW LINE CONTOUR INDEX CONTOUR CURB AND GUTTER FENCE LINE REDUCER SIGN DEMOLITION REMOVE TREE REMOVE ASPHALT/GRAVEL REMOVE CURB & GUTTER STEEP SLOPE -J HOSE BIB _ LIMITS OF CLEARING & FLOW LINE _ REDUCER - SIGN SPOT ELEVATION GAS LINE ELECTRICAL LINE TELEPHONE LINE EDGE OF PAVEMENT REVISIONS: 11 / .1 1l % r CONSTRUCTION T - G -G E E- T T - NO. TITLE 3.02 TEMPORARY CONSTRUCTION ENTRANCE 3.03 CONSTRUCTION ROAD STABILIZATION 3.05 SILT FENCE 3,07 INLET PROTECTION 3.09 TEMPORARY DIVERSION DIKE 3.10 TEMPORARY FILL DIVERSION 3.11 TEMPORARY RIGHT-OF-WAY DIVERSION 3.13 TEMPORARY SEDIMENT TRAP 3.15 TEMPORARY SLOPE DRAIN 3.18 OUTLET PROTECTION 3.29 SURFACE ROUGHENING 3.31 TEMPORARY SEEDING 3.32 PERMANENT SEEDING 3.36 SOIL STABILIZATION BLANKETS & MATTING 3.38 TREE PRESERVATION AND PROTECTION 3.39 DUST CONTROL DATE: REMARKS MARCH 30, 2000 GENERAL REVISION PER ALBEMARLE COUNTY REVIEW COMMENTS MAY 9, 2000 GENERAL REVISION PER ALBEMARLE COUNTY REVIEW COMMENTS JULY 28, 2000 GENERAL REVISION PER ALBEMARLE COUNTY & VDOT REVIEW COMMENTS; NOVEMBER 8, 2002 GENERAL REVISION PER ALBEMARLE COUNTY & VDOT APRIL, 2002 & ALBEMARLE COUNTY OCTOBER 25, 2002 REVIEW COMMENTS DECEMBER 13, 2002 GENERAL REVISION PER ALBEMARLE COUNTY REVIEW COMMENTS MAY 21, 2003 GENERAL REVISION PER VDOT REVIEW COMMENTS DECEMBER 4, 2003 GENERAL REVISION PER ALBEMARLE COUNTY REVIEW COMMENTS Draper Aden Associates Engineering + Surveying + Environmental Services 700 Harris Street, Suite E Blacksburg, VA Charlottesville, VA 22903 Richmond, VA 804-295-0700 Fax: 804-295-2105 Raleigh-Durham, NC MARCH 6, 2000 PROJECT NO. R99130.21L -----�xJ c��RLarrEs X AJRpaRT f C`1f SHEET INDEX: All SCALE 1"=2500' e SHEET TITLE SHEET NO. COVER SHEET...................................C-1 OVERALL, IN'"C0RMATIO SHEET .................... C-2 NOTES..........................................0-3 DEMOLITION PLAN ........0-4 r , SITE PLAN ....................................... C-5 GRADING PLAN..................................0-6 DETAILS . .................................. .0-7, C-8 PROFILES ................................. C9, C-10, C-11 LANDSCAPE PLAN . .............................. .L-1 LIGHTING PLAN...,...............................L-2 -----�xJ c��RLarrEs X AJRpaRT f C`1f SHEET INDEX: All SCALE 1"=2500' e SHEET TITLE SHEET NO. COVER SHEET...................................C-1 OVERALL, IN'"C0RMATIO SHEET .................... C-2 NOTES..........................................0-3 DEMOLITION PLAN ........0-4 SITE PLAN ....................................... C-5 GRADING PLAN..................................0-6 DETAILS . .................................. .0-7, C-8 PROFILES ................................. C9, C-10, C-11 LANDSCAPE PLAN . .............................. .L-1 LIGHTING PLAN...,...............................L-2 LANDSCAPE & LIGHTING DETAILS .................L-3 TOTAL NUMBER OF SHEETS: 14 DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT DEPARTMENT OF ENGINEERING DEPARTMENT OF ZONING FIRE OFFICER ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF HEALTH VIRGINIA DEPARTMENT OF TRANSPORTATION BUILDING OFFICIAL A1TI-i 0F y� 1 Gl U GLENN W. CUSTIS No. 8039 zo�_d�ss 10NAL E P:\PROJE;CTS\as9\Rs910'\r<99i33-21\CAD19913021C GENERAL NOTES ALBEMARLE COUNTY ENGINEERING -GENERAL CIONSTRUCTION NOTES FOR SITE PLANS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF 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. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIIPE 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. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 3000 OR MORE INITIAL LUMINS 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. 10. THE SPILLOVER LIGHTING FROM OUTDOOR LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (2) FOOT CANDLE. GENERAL WATER & 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 SPC;IFICATIONS 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 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. ALBEMARLE COUNTY ENGINEERING -GENERAL CONSTRUCTION NOTES FOR PUBLIC ROADS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. CONISTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY(. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF ENGINEERING (296-5861) 48 HOURS IN ADVANCE OF THE START iOF CONSTRUCTION. 3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 4. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 5. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 6. ALL. SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 7. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY VDOT. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. THE CONTRACTOR SHALL FIELD VERIFY THE LENGTH OF ALL STORM DRAINAGE PIPE. 8. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD DETERMINED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF VDOT, THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY'. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 9. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A,B OR C). 10. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 11. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE CHANNEL WHEN, IN THE OPINION OF VDOT, THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. 12. A MINIMUM CLEAR ZONE OF TEN (10) FEET FROM THE EDGE OF PAVEMENT SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION STREETS. ADDITIONAL CLEAR ZONE MAY BE REQUIRED DEPENDING ON THE CATEGORY OF ROAD DESIIGN. 13. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. THE CROSS SLOPE SHALL BE MAINTAINED AS SHOWN ON THE PLANS. EXCEPTIONS WILL NOT BE ALLOWED. 14. ALL REQUIRED SIGNS (STOP, STREET NAME, SPEED LIMIT SIGNS, ETC.) ARE TO BE FURNISHED AND INSTALLED BY THE DEVELOPER PRIOR TO ACCEPTANCE SIGNS AND THEIR INSTALLATION SMALL CONFORM TO "ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL" AND THE VIRGINA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. THE LOCATIONS OF ALL SIGNS ARE SHOWN ON THE PLANS. THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE SIGNS UNTIL THE ROADS HAVE BEEN ACCEPTED INTO THE STATE SECONDARY ROAD SYSTEM. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE TO BE DETERMINED BY VDOT PRIOR TO ACCEPTANCE. THE SPEED LIMIT IS TO BE POSTED 5MPH BELOW THE DESIGN SPEED. 15. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION PLAT VAI..IDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF `'HESE PLANS SHALL BE NULL AND VOID. 16. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER 'WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, THEY ARE DEEMED NECESSARY IN (ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 17. USE VDOT STANDARD CD -1 OR CD -2 UNDERDRAINS UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS. 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. MO 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. 'THIS SITE IS NOT LOCATED WITHIN A RESERVOIR WATERSHED, AND iS NOT WITHIN THE 100 -YEAR FLOODPLAIN LIMITS. 2. A 100 -YEAR FLOOD PLAIN EXISTS WITHIN THE LIMITS OF THE PARCEL 'E' BOUNDARY, BUT IS NOT WITHINI THE LIMITS OF THIIS PROJECT. �] REVISIONS: MARCH 30, -urayr Aden Associates DESIGNED: CMS NOTES 2000 PER COUNTY COMMENTS MAY 9, 2000 PER COUNTY COMMENTS DRAWN: SEK JULY 28, 2000 PER COUNTY & VDOT COMMENTS Blacksburg • Richmond, Virginia CHECKED: GWC NORTH FORK RESEARCH PARK, TOWN CENTER OFFICE BUILDING #2 NOVEMBER 8, 2002 PER COUNTY & VDOT COMMENTS DECEMBER 13, 2002 PER COUNTY COMMENTS Engineering •Surveying • Environmental Services DATE: 3/6/00 ALBEMARLE COUNTY, VIRGINIA MAY 21, 2003 PER VDOT COMMENTS NOTES: 1. NO SINGLE USER WILL (REQUIRE MORE THAN 125,000 GALLONS PER DAY (AVERAGE DAILY CONSUMPTION) OF POTABLE WATER WITHOUT OBTAINING ICOUNTY APPROVAL. 2. 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. 3. 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. SCALE: PLAN N0. 48 HOURS �c°�� -IOU of� 04 4b << Gr�C 1 rY Of *4 1-800-552-7001 NO SCALE T -R99130.21 L r GLENN W. CUSTIS No. 8039 0 �SSIONAL C--3 1 3__ s 7,::�_-j ,> — - -- — _ moi'' . 1 t J /' :y� / - / / ! I ' I : ' I , 1 I i I \ 0 ' �_� / / -. _. "" ' -!`" . N 6851 I/ 1 I 1 t r 1 I t 1 t 1 t t I \ -7 � a / __ _"--" -� 1501884. E I t J # t t I t t `� \- IN,'+,.,, ' int" , i ,,,\\ \ r, --'- ... 7 .p t f / \ - ,, x\ t\ �� t \\ \ \ \ ,\ \ \\\,\-, ` `�` \ \ \ `� _ -- � �\ \ 12 ,_ 36B J� RCP / // !/ 3 -4--/ �7' h 34B -�` '1 \ \\\ \\ \ \ \ \ \ \ \ �� ` 9 \ `\ / / / / CP i / \ \\ \ \ ``--�\ \ \ �. 0 r \ �_ \ _ N,y a / / J U_ / 34D / 15.xcp o / / J \ ` � `' ~ ~ \ \ . _'� / 2 etc �, \ �- - ~ \ _ # / / / / I / 18" RCP 1 35 / / 18,k(p 34 CO / / / / \ ` 1 \ \ I '�., ~ \ — \\ ~ `- — \ -` I. r `� \ �� - -' % y' 35B / , a.9�9 I/ // �"� ` � r t '� � \ `.� - / ._'.".' RSP / �I _ .v. ,- � ... / / \ ` \ \ _ . \ / i ��III` // ��( z. / % �5 -' f \e° RCP 12 DPI w/- y-"`- -- //_y----I-=- Or-� _ -�'- �/ J 1 - � r~� . \IIII. ��_ - \ �p:.`� `.\ I- / /// BASIN SEDIMENT 1' 18" RIP-RAP / � • CJ�jTI. �� '�/ - 1 :-i �, d 1 L, ,�,.� T'�-'-'-��" -- ^"�, -, ..._ .-_ ,.._. �w -..- �.-.-......, .,,., " "-, i // EAISIINV r' " Ci 1\ -, i y # I `fir, \ ` \ V�-(ems\ \ \ •ti \\ \ �- J \ / 540 / _ s / s'" ,- 1\ % -- _ � - FIRE HYDRANT 1/ 7\ C �. VIIT S \ ! \ \�El•� � � \ � \ � � \ 1 ° / 136 / , - - --' - / -� r/ , str,. -, f /--_ �r,4T'C all C JN \\`\\\ e� .\ _ \ \ 2:1 SLOPE - / ./ LT. iNTY, S.D. & ESM T� \ \ \ \ \ , / ,- , I / �--- �' \ y , ROUTE Rw o \ "I 1 \ I LENGTH OF FOREBAY 20 / `�°�io ! / r,,cr-r --�— r ~ ` \ 1 / / d , 10/ ,4011' \ 11�. \ \ \ \ \\ \ \ \ / z�� /'� �- / �- ;.- / , P \ _-. / / �B�E \ ,� .� \� . �� \\ \\ ___� RIP RAP FOREBAY DETAIL % y° iI / , /; r ,,' ,,J - - (/ / II \ # J , _ _, '\, ~�- v S/GNT pISTANCf 5qp\ f �. w��Ty/ \ \_ .1 1, `\ r - ! _ _ i NO SCALE Q gw6 ,- / _' -. �./ .! / / \ f 3 / / r `\ / r / \ / �'\ \ \ \�\ \ / - ! I 'ter r / / - / / / / J ,..1 / / \ \ \\ -,I \ I / _ _7 til t '/ / _' ,.0 f \ \.- �`\� \. •� � \ � \ \ 1N..'-,,-, \ I !\ i r / i 1 1 1 /~ _� \ \ \\ \\\ I � O/ \ ✓ f y / / / / /,.,- /e j / I /1 // ��1 \ \ I} ' i / / (# + I # j � = \ \ \i \ \ `� \ r/ \\ c� G) r/` , ✓_ /// % ,'' 1 # JJ j \� / II_ j I ' / i 1 / J -- _ _ �� 'c ! / �\� --~ \ L\�\\ - '=` / #41--jr-� D / / /f/ � // /r � / If / r,\\l 1 I-I ! / / 1600) !f / / / - _ ��'- / �'� \ \ \\ \ /l_ 1 ^ \' \ / / / / / d / / / t t I \ I ft f %. j [-� 1 / , —_ wr - "---- : I;1: rl;; /' i \ \ \ ! \ \ /' / / / l /! / /l / / / t,\ L, I i e /I 11 / / / / / \ - 1•. \ -- - C' `~ \ \ \\ \ L ` .Esme \ \ , 7 - J - / / / / / \/ r/ I 1 \ \-' l /,�1 I l ) J � /J / / // / r �- .�:�we'I `H;':�ir.: \ \ \e\\\\ > \\ # t /� } v "} 1 -' ' 1 / ; f / I I / -- �' � 1 !J \ i r r/ ' / / / / ! d // / , ;:V.........,1 }ti; ;;•1 .• ,,,, � S40 "" i 3�,\\`` r \\\ I \ / 'y - I r ! 1 I / lI } f ' / / /, / / / -� - ••1; :1:�..••ra:�� w 1.,1; I;w: /-, S 1 e` 1 1 / / Y:,.::•., r ! I / / l 1 r" I/ / C� / / / �' 1. / / .•1.,'I ;Ml:1.. , .......�1.1::... r '�\ - �� \ - . , i J1 I r __'Y f ! l I J \ # \ - —./ / / ./ / d , / y''�;:I. ..I...•II'll , I �J, 1-1 # ,- J \ \ r 1, / / 1 / / ----- / I. 11:x;:•,:• :, .•.. ' ' \1 �s ` - __1 I # I t __ : - - _ 4.1 ~ / \ 1 / # I \ \ / 1 ' r ✓ / / / / ,... / !• �.' _1%01. r• ,-% '�' tr.'�.• '1 �\: / \ / t t \ I - # } I \ ( I \ / "Y - ✓ / / / / / :�;I.:::::�r1•• ; I..:'�::,. . 26A f � ! \ \ I'll — - \ '\ \ / ! I � \ I 1 1 C/ , r _ / ! / / - � / ' ;ti,; ;;rs •.,�*;1 "�,�:1:}, : rl,-•r. � 1 t - }� \ \\ / f t \ } / / J j --r - -- / /// de.. ...:r:W..' :�4.:•:...' „..,,.I 1,:�.•1 M GOF NG I 8 ,, \ j' # \ / \\ \ 1 \ II / -- _ ` _ , / / / / / // / / ;r,,':.',, .�:;: "a'", ;� ^.;1;••" ` :.•.:I %v I•. .!_ _- . \ -- i / \ \ \\ \ I 1 # I / } \ ` 1 1 j / '' '::d.' .;a:ti:;,1 - - , / / / ! / L '� ( ,. // / "rr�'.� ::;1';'•.., t - \ \ / % \ \ / 1 r .,;.w.1. •:.;� , • ., _- .- -- / ::x::;.+:,•.;:a.; •.1 \ •.'�' z5 �.o z6 \ \ \ # { i 1 \ I I I, , _ /' • ar••;rx ;.,..'r;r.;: rrl: "" / / ! / / _ \ J f , I f r•y.. • • 1•; ; •;:;L• :..':�''.'';,I'' "'•• :: "':� i } 1 �r(/ \ \ V # I / l ` j / /l ��+'y::.�:�:ti'::y..,;�'' , / / d / / - � / ' } ti,:^..:':,r:1.•,� :tic....;x;' a•::'•r.l X268 \ c \ \ \ 1 \ \ t :i"'i T�:ir' •r''Yr' 'h4::n1 ! / r6 .Y.� 1 / .i•;n.aai• .I.,. �_ :. u; u1 R'iii .•�,� \ \ \ \ -1 \ i t \ \ ( 1 •,I , , k. t j / ! / ' / n •. n 1:.• ".'"' 41 iiL'4:,•'1 tiY: t \ -, `` / � \ \ I 1 1 \ 1 1 :' r.;yv'v�;�':.:,;'1:..�:.�• r / / .' ' N::IV-1. ; ', 1 q r}�.;?,S.}: rr,;•: av• .r.,,• / Q i \ ( # I -- >` '' ,. w, . ;•:.:V;'. TiOPOSED CRITICAL / / / ! L, _-.- •' 1 ! d r / ::L; ;•'a1:��'ti'; xlt•-,:;'4�, / o I \ \ - \ M.Ht \ t Q / t 1 t •Y•rFr 1 \ LOPE DISTURBANCE / / 1 \ C i r // / / :';',;',�:�:.• �Is�!w; 1 \ # \ . •; '"'. ,;,, ;i1' \ / t t 1 •r• 1• r f :;HL••;S1'I..,5'i';5..�1�, ` ! `�� r \ ` \ \ 1 %C t t /'1 \ a . . '• r• rw . ;'iri•1 'ii:.•:iu •' / / S \ t \ r 1 ` ` \ / ��ti'L' ... ..: �:' \ —'` d I \ \ \ r \/ / i / ! . ';ti';+"•r'..ti 'I•.1•f:+ ,. /' Go- \ . EXISTING TR EE$ 1 \ t } # \ ` '`\ 1. �.' '' +'I:i r• 1 ,t ' . •+• • ,r.: % , [\ % f j ' : .1 �. t 1. �• ,; I. I. y.•P.�• ;; ° /. \ `� • \ A, '\ C \ 1 , ti j 1 I ' , ,L l'. ..:::' :ij,. :? t \ \ \ \ \ I r ✓ \ \ / / ,, •'•"iC•:.D..•r !,'•:. . ' l':.i• • r I \ \ \ ICA 7L \ I _ { / / 1 \ ,y , •,..;1... .. \ ` \ ` ` { -` - r ,.�\ t 1 t / r •••' ;,: ;w;: 1 ,; •, 'iL'.1, .,;r ;. •. / \ \ \ ^+.. ~ +✓ ' I. �„ ,I "iri.;;;'11 I.. �,WI.I. il• l• 1 ; may. \ \ \ �•� .�' ' \:• .;N.•:' U •�' W. N'••f. •' �� \ \ ,{ { t i I 1 ! - '\� \ , " �;ti•:. ': :, :;:�v;� •x ,:xr;;..... • •.: ''� r \ i \ \ \ \ J ' - - `_. - - \ \ t 1 I ! / 1 I { ^:;1.70AIG "' A'' •' '+y.•'��.•r�;'; :; \ # - . \ .11.1 ;1; .�i". S'•TI: i y,. • 1 t \ \ / / �.•^_ f ..' =`'_ i i; ;; r:..i;, :.1'W,: i \ \��- e•~ �.,. �+ '' \ \ \ 1 ,1Y:Y:YY1K'�'•" t::;1 :''.'-} tay:.'1�';'''�. \ \ \ \ \ { L — — ' , i i } \ t t ,2 �;;.;.. aw5 # \ \ i ( \ I 4 # / f \•�. , • 1 i'; 'r �r.1 r• ri : '�i,7'; i�•:•,:t \ \ t '\. / / /� i \ \ \ 1. ••t; • • '�N•••. ""1' I \\� O '� \ `` '•-.. �"' \ \ { ( t! / . '`�� ` ,� .�1•:v.r• vr: ':ir:" ; r. •:%;:;"< 1' ;, :Ns•: • ; le' \ \ ! { t \ t ^. � I f t .� .- t 1 1 ` t I t \ 1 I 1 �''�:r �:' '':tip •r .' � \ \ , k :;•r,::::ti: . \ } # \ / / r i i / x"� _ �,f ' .�•,'' ....11 , . t \ \ .1 1 1 - \ \ 'ti.:•::::.•1. 1,• .; Q . \ \ \ \ I / \ -- - I, :: ;�::r.: ''a'' ;1:;.. ti • ��':'1; '1 e - \ \ I t ` \ I /� t t t \ \ 1 t t "";L;,,;; ,; , .. N. 1 1 1 1 f .1 1 • 1 . ; � ;. %.,..' 'y �' �� \ \ \\ \\ \ • BAR�C+4DE \ ~ u ,e n., 1. '::ii; : \ \ / 1 /..� ! ti \ t I 1 \ r ' \ \ / I I -, . •:s.�,.:'u';�''•.11 • , r \ - ' `' r. - 2 I e 1 { I / f / / /^ \ \�` �\� �� ~ " z • ' :�;. }r ::•.� � }r :' ;.;, ::; ;ray:;;? I �ti;•�;,.l! \ \ \ \ t \ \ r- ' t 1 I 1 1 t t t \ � \ \ ' ', :v1 11 r.';:. URING 00 11, 11t,N N sa \ \ e 1vsr, \ t s ,- \ -�. _ _ \ �St� ' •''�' :.,.r� rl �' \ \ \ \ \ t , \ � t \ I 1 \ \ I t t i t i \ ' :,�,sr• 11 493. s \ 1 / - _- \\ f� '% \ .-�jL. , I ':�•;•;I,':,,';Ix. 11..::..:. ;..'::; I } t \ I \ I t �.�;1 •.ti11 - t?1 1 1 1 t I f / -� \ , - s ^ \\ \._ \ �` \ ' :�'::.�::r.'�.;....1..• ''r.,a,: ':ti::'...r.rr11�.. \ \ \ l �/ i 1 l t { EMOVE EX. 1 I \ 1•'};�'`i, %. � 5� � \ \ � �' - Li1�& l 1 t / _ . e1;1 11;•. •':.5 .a..,':1::.., ,. „,•. 1 t 1 1 t t \ 1 1 t t :::,:'• "L%v`4" •. ! � \ \ `�., \ \ / 1 I / - r / \ ` ��,� t\\ I \\ \\ _ \ \ tC? . }I;:.::. ; 1;�;•titia;4;"''...:�:.u'�;' „a;::'::a{�:': r�{-,.�ti; :kti; � \ \ 1 I \ / \ 1 \ \ 1 # ( t \ EDIMENT BASIN 1 \ ; 1 \ I ' 'ti" ti' :.`;::^s; ;;'r: ,:•; �( . \ `` ` _,_ 11-TAJL 1 1 ( / Y � # \\ �' \ 1- _ I�Iw ' ;s ' r1'rs'•� r: ;:.;1; • ;r';1; t \ } I 1 \ ` \ t t I i t 1 J ' \ �\ ` .1' ?yl t �tir;:;..;.,.,:.'•11 2 \ \ %� t \ ` ~ ~ "'- _ 1 1 r \ \ \ \ \ \ C- `- � � � •1.,1111 ,,,,; wa..�:'04:..1.,,;;.1' ..;:: � \ \e" \ 1 1 { 1 1 \ I i� \ i1.,1 '': J R \ \ `� \ • \ gk3 ! t J / d \ \ \ t \ \ "` \ \� t. :: ,.W`;; ; ..;1 Arr .. I�L.,�:;r:�,; .1 •.. • •,;�;�?} t . \ \ \ �� t t 1 \ , # I ( \ \ /� \ ._1 \ ...�,,::: I.L;�•,A;1 1 \ \ \ 1 \ / \ \ \ \\ \ - \ I •t 1 • , • . �, ''' ...1 • , 'S�.r�:' ...'r: M�•rrrr ';1 r,�.11 C \ t (� } # \ \ \ t \ / / / ; .; . '�:'r r"�•. � o \ \ -, - - - `' '- ~ - 1 I 1 ' ' ' \\ \ \ \ .';:,11^11"x.,*',',; ';,r;............;µ;' ,I \ \ \ 1 rpt # # \ \) I f \ \ :.; ;;:.:, \ \\ I <- ��.jI��.�� 1:.11111: .1. ...- \ : 1 MY,�.riYlw.:... \ I . 1 \ \ ' ! .\ " -, " \\�,\," - \ \ ` { \ . ;WI,I' 5. :...1• ::1:.. I i 1 t \ \ \ \ \ \ j / 1 \ l .:v:;:o•"��: I :;,I. "\ \ \ •_ \ ~ ~ \ / 1 \ ` v\ \\ \ i \ \ ' ' ' 11.1.1,1� r \ I # \ \ \ �- \ \ ) \ I \ .;.' L;1' \ ~ d d C e e\ a I I \ -- '•I: 1.1.•.1•• r.,,,•, , ..1•:.;, f \ \ \ ` #I l \ \ r I _ , e \ • kt�v'�::�I:w'.1 \' \ \ \ \ `a _- - _ t \ I \ ` \ \ f \ `f , 1 \ ..r \ \ I o•\ ::y ,.A.•...• r' ;' }; ::� " ,1r.'. t I \ \ i \ \ \ l // 1 t -- L _ *� :tti;::.'v.l \ - • ~ qm D.I.P. ! \ \ .. - J \ l I 1,. ...•' .::L,1.'1 t.:a, \ \ \ \ \ \ \ \ %1 / ,.'SL \ _ 4. �W \ \ \ '\, / % / / \ 11 ~ - \ `' \ �' \ \ \ .1-M:""1: Y: ;S`4i1 1, •; 1:• : ' J , \ \ t \ \ \ , \ \ \ \ \ \ \ , \ ;! (1 '� ( '/ ti 'tir; .' ' \ _ �� Y -^ " _ fr v -- `` <_` _,- \ ) \ \ �;ly,;l :;•,a_« ,ti' "; •{' '.:. , \ \ \ \ \ \ \ } ///� \ 1.'.1.1 ", `- ~- i I i t \\ / I ` X MITS OF CLEARING \ \ •�:•,;;.;;s ; ;,,,;::.• '.. \ /I \ :ti,.$.rr•: "�\ , - -- 1 I t \ / \ _ �. - - _ D GRADING \ r- I i \ ,11r • I \ t \ \ t \ \ \ d/ \ t;?;S�... ,ti', ,'"v:;.•• \ --.. — .1 N I% P POSED CRiTi ^' "' .� / ,\ \ \ 1 \ \ \ \ \ \ \ \ \\ \ '''1'4'ti.• PE I RBANC `'�`. `` " _' - II I I 1 \ 1-\~ � I // \ \ f_ ~=-= ` _ \�� I \\ \'\ _�> � \\ 1 \ \ \ 1 \ \ \ � \ \. ff r' L e\ \\\ \ \ \ \ \ -.% r-_ Z_ �.-- (\ {\ t \ \ / // // \ \ ) \\ _� - `I Ij f f\ \ \ \ \ \ \\ \\ \� \e "N' \�\� 1 \ 1.; {v', �::,r �\ \ems �\ ~� �� '_� - \' �~ t- �, / 11\ J \ t 1\ 1\- �\ \\ \ ;:, „rl rIN, I l \ \ / ,_.. _, �,� .., # ,/ j / ,. I 1. f 1 \ 1 \ \ t i \ \ i\� � \ \ \ \ ~ \ ~. � \ \ .`, \ \ \ \ , Y; ' ,.1I .ti.}::r' ,:., \ �,. \ \ \ l \ \\'< \ -1, "I \ \ �' •� \ \\ � \ `� \ � 2 '�_ "'--"-� I. \ \ \ •\ / / — f,...i / f 1, ""` \ \ �'` ` \ ! I \ \ \ \ \ \�`� \ iS �� "- •`'' \ ,' . ;1. ;;1 ', .III. • , . 4�rr: r' '%. ': i :i.l 1 i \ „� \ '\ '`� '� y am`\�'i \ \' , ��\y_ \ \ \ --' -..'. 1 / I 1 � \ \ \\ ��` ./ `~- �� ::4 �' ..: • :� :111 •1: . ' , \ ,ty,. \ � \ ,__--� NAIL y \ r _ r \ I \ \\ \ \\ \\ \ \ \ \ y \ ,' 'L,'',1, •.•;:;.;:.; .. ..... ~ \ \ , ` \ R E 11502995.05 \ 'i • . 't l ':ti,.. .. • \ t - e \ \ \ \ t N 3942147.89 d+\ I r/ "I % - ,.. t \ \ / ` / / i I I \ \ \ \ \ \ \ \ \ \ \ `y-°�•' \ \ e \ \ \ \ r:'':1 r''rl �r .' '::.. \ \\ \ \ \ ,,\ - \ \ \ a �,5 .\\ \ \ CP \ \ \ \ . \ ' �.;1 .•:• .;�:t \\ `ro--- ` �`\ �j � ELEV.48373 \' `< r- \ 7 1 # t " `\ // t I ) I \ \ \ \11 \ \ \ \ \ \ \ \ \ \\ \ ' :•; \ \ \ \ \ \ , �a\�\ - \� �� T___ \ 1 \ - \ I 1 \ \r, y \\ � -_ / ~~/ \ \ \ I \ \\ \ e \� \ ~\\ \\ \\ \\ \ \\ \\\ / \ ,•\ \ \ \ � \ � ., \ \ \ \\ \ \\ \ \ \\., ``\ \ `,_\�-_. -�� `\�� _ 1`_\_ ". \ 22 "'�- \ I \ \ / \ \ \ 1 I I I \ \ \ \ \\ \ \\ \ \ \ \ \ \ \ \ \ \ \ \� \ �` ... * ~ '� - \\ \ _- - �r \ I I t \ i t r\ \ \ \ \ ., \ \ \ \ \ \ \ \ \ \ \ \ \ \ `� _ ~� M \ r 1 / # I 1 \ _, \ `- \\ \ \ \ \\ \ \\ \ ~ \ �` \ ` e `, \ \ \ \ \ \ \ \ \ \\ \\\ \ _ ..— _ `�� ! ... -- / I I---------.\ \ \ t _ \ e \ \ \ \ `` \ \ \ . \ _ / ~ - \ _ \ c y \ l l / I I \ I--- \ � \ I \ N, - \ \ \ \\ \\ \ \ \ \ \ \ \ \\ \\ .N \ \\\ \ \ \ \ \ \ � \ \ \` r-- \ :z `�- ~ - a _ 1 I --/ e_� \ � \ `` `. \ %N \ \ \ \ -. `` .EXISiiNG TREE LINE _ ` ---- --_ . ` \ \ V' _ t !� l lI ( \ \ �� .� // I- N, �\� \ \ `I: \ ` f (NI \ , \ \ \ \ \ \ \ \ \ \ SLOPE DISTURBANCE �. ~ \ \ . • \�\�\, \\ ' ` - w \ _'Foc \ y r 1 1\ / \ \ \ \ \\\. \ \ \\ \ \ \ \ \ ! _. P ED (,i \ \ \ \ `\ (,) 1 �.1'.:: \\ .,r �� •,, \ ICAL �'' `� "� ,.,, �` `. ,� `.' -�. ,� -.._ -`' r` _� — I I'll ` _ _ \ i t f I I 1 ` rI\ ! /\\\ \\1 / \ \ \ \ \ \ \ AND 6 \ \ \ \ '\,,, \ \ \ \ :s,::�;•.' �x.;j:•;C\\ . ~- Cj; "\ ` \ \ Vr I EXISTING TREE LINE \ ! d , �' y \ \ \ \ / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I.:. ;;, •x i • ' ' i,;, \� "\ ti \ \ _ \ \ e - ~ -- r � \ N d _ `, \ t (CAL ..- f / ,/ ' \ \ \ \ ' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ..:.\.:.:. \.,:,N..::: •IE,A',,\' 1; r•':.'.:, �� \ , \ \ � -- `' � 5310 \ I I I \ "1 _r } / / /. \\\\\\\\ t \ \ \\ \ \ a-,, � \ \ 1,,: ... .7.� .... I%.I\ \ -- _ \ \ ` \ I )_ �, _ \ .1- \ \ \ \ \ ',: r•I. ,':.fie'':, -,___� - - �O / / \ 'tiLL'r :.I:.xi'`::9G5;-...:':x,•1'.'' 1 \11 \ \ \ `' �-�r� \ \ \ I i { t t \ \ / / / \\\\ \\\ a \ \ \ \ \ \ \ \ \ ` \ \ \ \` \ ' titi�i,: ':••I. .,4�'':'.'�"�::" t '` -� \ \ \ ` .,\-...% ..... I%W. .%,-% .............. \. I I" � \ \ \ \ \ N, \� ,_,_ ,\ __ \ _ \ \\\ RIDGE \ \ \ \ \ \ \ ';}'• .;..-);.;-X-.111:-:..%-:-:.x.I'lIIlI,•1 .� .t._..7I f 2 \ I 1 1 i 1 \ \ \ t i / � / / l \,\ / } } \ \ \ \ {. ..:.q:•'1;;•; '��;;R:+�'�;� �..•....;•'I;+ \ \\ / \ -. - i \ 1 i ' t I t \` \ \`� \ \ \ / \ �� \\\\\ \ LINE d I ? \ \ \ \ \ \ \ �,�,r�:'.:j.;'• ;.�,.�,, ..E:.xj�� .,::•�•:�I:r....:: \ ' .~\ \\ \ \ \ \ _.- � { I - _ \ \ \ \ t \ \\\ \ / \ \ \ 11 \ �\ \ \ .... 41 N:•IY'.•'•„•1..;':1 ..�::':''',.":. I .N7 \ \ \ \ \ \ \ `\ tr f / \ #N 11 1 \ \ \ - _ _ _ _ _ _ _ \ \ \ C \ \ \ \ 1 \ \ '.�;.;; :; ... I 11 .. ,::,1 ;;,.1 ,11�;:; :;. .11 11:1:';' ;1;, / \ 9. \ \• l I i 1 \ \ / ' I \ \ \ c j ! \ \ \ \ ••�;,, ,,�;, ;,...... ,. • .: k• .Y'.:,•.�:'„':;,:. / -\ • \ \ \ � \ ` F _ / 1 X. t 1 i \ \ % // l _______ __ \ \\\\ \ t d \ \\\\ \ \\\ \ °° I 1 i \ \ \ \ \ '1 . II. . ..Irk. I 7 , \ \ \ \ � ` _ __ / 1 1, 1. 1. . . r1,. I. - — .- \ 1 \ \ / r t \ — -_ — - — -_ — \\ \ \\\ \\\ \_ \ \\ \ \ \\\\ \` ° ° / 1 \ — -I \ \ \ \ .:�.�: 1111: •�;. •':. '�`��•: \ \ \ \ \\ `1 ( t 1 \ \ \ \ \ 1 r �' � \ \ \ \ `\\ \ \ / ! \ \ �'';�.':•' ; 1 ..:.. ti' ;5 ': L \ -- -- -. ._ r \ \ \ t \ \ / \ i \ \ \ y ~ \ \ \ �\ ! --- 5 �~ \ \ \ \ \ \ � ' � \ \ \ ° \ \ \ \ \ �. t, � .�'' I.:.% I ; . 1.: • ` \ \ \ --•- ,� �1. \ `. � _ _ r / . .000 dR \. 1 \ `�_ _. / / v \ \ \ b. \ / d / \ \ \ .1 •r1 .11: n . .1 u . �' . rr ' n; • :• \ / \ \ e /' i-01 NN .• ,. 1: 1 .,1: :111 n ,;� ,: 1;11 n n . .- ... n n 11. m .1• 1 I \ \ \ I 11 �.1; I1;,ja,'.� I �.'4:1 ;1'1;,'%,: 1IIi. \ �y 1 \ \ \ ~ \ – -� / / \ \\ \ \\ \ \ \ .\ \ \ \ / , \ r FO Y/ 'II . ,:�,..` :. .. 1 I ;I1; 1 1 .•..111 I \ \ '�-- \ \ \ \ ”, \ \\ _ . ` __\ ,` \ \ \ \ `. "I \ \ \ \\ \ r I �. C $LO E L \ \ ' 1 1x.:9:..:::''h ':: 1 �':.: 1, :. .. I RO ED CR \ " \ \ \ \ E SEEDED \ \ � 1 ,e r / 1 1 \ - \ \ _ - \ \ \ \ \ \ \ \ \ \ \ 1 I 1 \ \ :fix}:s�, I:kr::A;,� 1 - \ \ -'' / / / \ \ \ \ \ \ ,� \ \ \ �' \ ''\ \ ; 11�,;fq,� 11�. 1 • 1:• �'kl.�l:l�; 1 LOP DISTUR CE �.. �.. -- \ •- I \\ \ \ .^- •\.. \ \ \ \ \ J \ \ \ ^� t \ \ I 1 I,:; .:1; : I I I ; 11; 1 • I I 11'r1 • "r1 • I \ / \.-. ._.- -..- ✓ I /� / I I \ \ \ `r. ~ +.� _ \ \ \\ \ ` \ \ \ \ � I AN U� .; ::1 11�11t ''1 1 ; 11.'1 ;1 '11 " \ \ /'° iJ V11 .' 1 11 1 1 I 1 1; 1 \ / ., / / \ _ \ e \ \ \ \ \ ED \ :. .,H IY:'1.11 .•:;;:.'�':�;:, ;:�' 1 %C \ \ \ / / / / # i \ } 1 \ ., \ ~ \ - . - \ \ \ \\� \\ \ \\ -NN \ r \ ` \ \ \ \\\\ \ i \ i \ 1 `� t \ \ ' � :;�;.,, ; r�,;rl: ,. 1'; '::-:,... • - Vii• :T''', t ! r\ - - - / \ / r / r / . ' / /i , 1 1 t \ \ \ - \ _ _ \ i \-,\--,-\\ \ \\ \ \\ \-,/ \ \ \ \ \ 1CD \ I I `- l \ \ \ ':.5,' I ; I. ��:;; ry.,�;;. };.,x•; ', \ \ . t�-. '-. \ - _ \ \ ` ` / / / / # 1 1 j \ \ \. \ _. - ---._ _ \ \ `'\ \\ } 1 \ \ \ \ 1 / V % ,11 1 '�:r'\; I, •rl;� �:+ . :.l::ti'1.1;;.1. r x 'I: ti� ��;L t I %L \ \ / i /� If JI / 11-1 \ %''-' \ / /' \ \- %N.\ \ \ / 1 I # \ 1 i 1 \;1 111 .: ;,•• . 1III,�1�" • ':, • ,I� fit' ` t 1 i / \ \ \ - _ / �, / 5 ..;; .1,....: 11 1 NN:NI'l I _/ If // / , > / �, "� 11 IN, 1� ; u; n • uluu*%- • •: ( �,// 1 •/ \ \ _._. \ \ \\� \\ e \ / J 1 \ # I ! y 1 \ 'r: *', • r:::r...� ;1;; •;; 1'r'r!'�1��•1v �: ,'.;:x \ i \ t t /FiF 1 °�' I / I '\ \ \ \ / i \ / / / I i / 1 \ ^., • .1.. • '' �.�'.' 1 1 1::111':.4 .1 1 ; L'. \ \ \ ! ' ' / 1 t ( ` \ -_ \ \ e \ / _ Y _ \ \ \\ • ,\,``� r / / / , \ \ f / \ t %.................i."...1,;v ;: I:xr:.''; 'r; : II ... •'. •:. 11 1?• :;'':;• 1 1 `, ./ - ~ \ \ \ \ \ { F y o� ° 1 ; \ I I v / \ \ \ \ \\ \ / / ! } I t / / _ 1 \ 1,.;I,1.-,%:'r:� '�:�:., .r '.;).,;ti?;"1. I • �,x,' \ i t 1 QF \ \ I z / t i \ \ `, \ \ \ \, _ / IS'I1NG TREE UNE ? / - - i I , f.r11.. .:-. ,' :?:.1 11 :: ' :itis..;;,; �,�;; ,;�.. \ � , �lN \ t 1 I 1 I \ / g r ✓ , \ I I \ \�, 1 ! 1 / I 1 '.:�.Ilx..�•:,•: W. :;' t \? FqT - �. \� I I r / 1 0 \ \ \ \ \\ ' / \ I x' :..... ;1; 11... ,.:r: �r:. ' �: .'.::. , .:. � • l t l C F # r / \ `\�. �I \ --\\ \ \ 1 \ \� i / J 1 � / / , \ ,'' ';�;ly :•,;�'I:�, ..5;;'xr'''' 'r••,I .�"�'t ,.:.\. ,I \ S \ I / / `-f�J \ �" \ \ �,\ \ \ .... ,. / � / .._ I I ;};� a... Vii•... • :;.,..... '�I�+ri:.,, � fr• 1'�' �;• ,,,�1 \ ,� \ / t \ \ �� \ \ \ ~ \ \ \ \ti \\ \ I I 1 l / / ° ° t \ ; 1.:.:.:.,. �,. 1 x:?,:,..,' �.r' •„ I l \ \ 1 I \ \ / I / 11..:., :r... .11..1�1 1.,.1.1.. / 11� :::1 ;..111 ;:. . . I 1 .1 .,• . 1 1. 1 pj \N I / I�,�1 .. :1.:,. 1 .... w \ C,K �"• • -.. — --- "\ \ O \ „� / -�.\ �, \ IN_ / / ,,/ �- ..... ✓ I : • • • .::.:.' ;.: 'Ir 11.1 r� ' ,1 ..; \ \ ., / / / \ A \ � t \ \! / / l 1 1 1 I 1 1 t r....':....:..,{�;.a;'•'�;,., xr�:,l�•: \ \ ` \ \\ \ / f / / I / S \ \ \ \ \ `\ `- � \ \ \ \ \ ~ ' i \ \ \ \ / / \ \ \ / / / / I l 1 r % ! I I i I �,I,I ,�'" •rR \ \\ \ \ \ \\ \ _ ,. / • /10 \ \ \ \ �\ \ -, \ -- , l \ \ ~ \ \ \ ! / / i 1 I I I I ! I I I \ ".?: �?;'''::;a•::; :.%-, �,�;;;ti.,; ....ti; , \\ \\\ NN \ `- - - _ �_ .r r f // • 11, ' f f / / ' / ;' \\ \ \ \\ \\ 1 I Imo I , ,- \ \\ \ \ \ \ \ � - `~ f \ i\ -\ \\\ \ I r' \ \ \\ \ \ \'` / / // / / J I r--, J y I 1 \ I \ .:;tib ;;'I• ,'�'�''?i e••1' \ \\\\\\\\ � -- r/ / // / // \� z III �� \ \ \ \ 1 I I \ \ '\ \• - \ �' \, -- _ I \ / f/ / I i I J .! \ \ t t , .:.:`:.:..,.),..:.:..A.,..", �I. :;• I. •,'�,. ':, \ \ \ \ -- `', �_- / + / // /, \ \ t \\ \ \ \ ~' -`. \ r•, ...-• I ,� o f / / / / '� �' / \ .�:: •; ..::::::� 11��,\,,, r ', \ \. '�• y '' " �..._-_ -" / / / / \ t t 1 I \ ,� \ \ I \ e \ I \ / / / / , / t •. •;,;;; ,x:,,,11:,,,1, \\ \\ \ ` \ w. - – ♦ / \ \ \ t t I t t t \ \ \ \ \\ – `� \ \ \ { \\ e 1 FUTURE P\�RCEL � \ / // / t ! /` w_ / / / t ! / } '�.• ;;)Ix.:;. i• ) \\ \ l \\ �- / / / \ \ \ ' .... .' 1. . • 1:: \ I t \ t I, \ \ \ �\6 z / / O r J t - \ HANNEL DETAIL , / / , 1 ;•1 .11.....1 E \ \ \ , \ I 1 I } \ I \ \\ \ \ \ \ \ \ \ , �, - \ , \ ` .• / / / 1 I I / r _ _ _ _ - _ - _ - _ _ f / ul / / / ., •,�•;'} \ I I \, \ \ \ / / /// / ', `- \ \ �.. \ / / � / / / / / -' / / ;;�,, .x;;1;x:1x:, .x: t �. `� HEFT C- / / / / / fir,. \ } 1 f I 1 I 1 I \ \ `� \ \ \ \ \ \ �" \ \ -,--' r ' # --_ ,` 5 9 �� '� '� 1 / / / t f - _ ..._. ' / / II ::.:.:.:.:.:n:.:.:.:.:.,......:.:, t::S .,r §-,:,-.f } \ ` / , I 1 1 1 \ \ \ \ " # '\ / / / r ! ,- - / ,` / / / :....., ; ;�;� 1, . I 1 1 > ) 7 / / // I # / 1 i \ •, \ \ \ \ \ \ \ "_ \ - � ' I ` / , / / / y i / / - - / / / ... :' :,y•,.•' : :?Ixr :e!:?��x::•:�}'r I 1 / r / , / , f / ,. / / / ! / / / / /'� .1,.:: ,: , 1 .. 1 # t I i 1 \ \ \ t `� t \ \ / / / / - _. /P % r 4: '' :1 ': i. .nr.': .:r.:•.::'r r / / d i / / / t / /� 1 ! 1 # # / I i I # \ \ \ \ \ \ t \ �. - - \ \ / / f - `" / y - _ _ / / - / r,: ^ : �:.. ...:;;::. ,�'fi.....;; ;:: 1.11.1.111.,;d j / / / / / / / / / / r /f I t t t I 1 \ \\\ \ \ \ \ ,\ \ . \ t ~ \ / / r / r , 1 / _ .. s - r / r:.:;h:'r;1�....;x:�:'::•11 41-1'ra' -�:•rr� .r;:•;:r:�.: r, / f 1 / / / / / / / / / l 1 I / l j �. \ , l \ \ ., b ` t .... ` �........- -� .- ,� / / ,� .� �• /" ..:Irx:.�: �'ti�":v,x'�',; 1::•:::�'. r '•'�'•Xsrr••r.: �:v;:.;.; ::', / / / LlMrrS F C 1NG / / / f 9 d / J J l ! 1 ! r /f / I I I 1 { \ \ \ \ , \ 1 \ '-- '\ \ I / , ..r' r..% // �,• - - ._--r _, ......•, .i..;':'' / / I { } \ \ \ \ \ \ \ ! \ t \ " \ \ / / , / / f / _ - - '" 'r;�;�:'� y:�� ......-Igr.:•, }:;'„?:v,:; :�R :..I,,.� }':•�:•::?�?.•.. ;;r�; ;:,�•", ;;� ;. / / / / / AND GRADING / / / / / / I /"/,.,/ , J I r I / I I , \ \ i # I / / r •ii•r•iil':: rl 'rri:•r,::r1:11•.. 1 M 1/ J r / i I \ \ \ \ \ I I - - / / ` _ - -- .I.:I. ::Ki.1 1 x: ;r••`;,•i, r:?:•::::ur' ;1....:.:r / / / / / r / /i / / r 1 / / l / \ p \ \ \ I \ \ y � _ _ �- , 1.I ,x• I;.;;..: �,::1, �? r / / ; / ! / � — f f / / . J �„ \ \ \ i / / -• r 1.:1 urr:rr n.u...::::' . i i'.I; / , j 1.1 \ �' .+' / W.: "'nl x::.':: V:: u«rL:•::uu•,• . r.1.•1 a r.".nu n / I l J / / 1 1 r 1 . i i \ \ '1 V. ` p \ \\ 1 t \ \ 1 t \— — ...�� I- ~ J / f I '/ I ✓ •i•Ir I. r11; . ,11.....••1; µI1..11 r1: f.• 111;.,;:1; II I; 11 Ir.. I:r. 1..1 11 / / ! / / \ 1 \ /1-1 / `� - _ w::':.r•1•......r; :.. 11.. ; b...:... 11, I�.` I..- lIx"l•..I.I..;1•+YI•••..11,,:..1. ., •.: / / / / / % / / i� % / / / / J j 1 1 j / / J > 1 \ \ 1 / f 1 W \ \ / / / _•1....I.1.;..1 .::,:':::x1.. :::.......:rr;ir?'Il::�x';:r: •: ;;r• / d / / / / / /d / / /, / / / / / / / r t o t \ r / r / .,• / / / - '•.....1111..::.... ;�;:I .I:.1 .. ,• .. r :� / /, r / �' - / / r' � ' / // / / 1 5t- I I 1 t \ \ \ / f / 1 / .•:..1.•,;; :r •r'•.,•.r.:�x?�"'.x'::ir� r:',};r r '' � / / ✓ r I-- / f / / / / d �/I. / I I / J / \ / _-- - '.-Ir,.,l..:: ':,'r, I;1 .. %:r....11 / / / "/ / /, / / /,��/ //,, / ' ri t \ ,, // / J /I r' \ \ \STANDARD_TREE PRO►TECTI011� NOTES / r / _ .•11.:.ti•: '�1:.; ;I.a:'?:.wI..:,Y�;':}•:;;(. �`,/ / /,'- !;,� /r; `,` / ! //// /! / ! i / C / / / ! / r / / \ _ _ 1. NO LAND DISTURBING ACTIVITIES M11 XY (OCCUR "ON SITE PRIOR TO 7. TP-1 TREE PROTECTION DELINEATION FOR LIMITS OF CLEARING: / // f / / ! / / / / / d ! ! �I ! / d J ! I \ — _ ___\ I 11 � r.—.. _f/ .11 / //,/// --,./ ,. / , f ! / / / / / d ! / f / 'r ! ' / j , / l ! { _ �- \ `, THE RELEASE OF THE CONSTRUCTION PLAINS BY THE ALBEMARLE STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION FENCE ATTACHED TO I I _ r / - --- - ,/ f� � /// ';- / / / / d ! / // / / / f ! / d / I / 1 / / / / I / t \ e COUNTY PLANNING DEPARTMENT. UNLESS SPECIFICALLY REQUIRED TO POSTS (PRE-WEATHERED WOOD, GALVANIZED STEEL, IRON, OR THICK PVC 1 1 ,/ ._ __- ---_ ...- - �, , ,- // / // // // r f , ,' / / // // / ! r //J r 1 I \ \ INSTALL TREE PROTECTION MEASURES. » \ N 1 I '" / / // / / / / f / / / / / / I / / j / J / I l / f t / \ \ r - - ~ \ PLASTIC), AT LEAST 40 ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS \ \ \ i \ { } I i r- - _ ` ; . � : -/ / // r'/ ,. d / / ,' / / / / / / t / / l / / t / 1 J J J / J d ! I � \ ~ \ \ NO GREATER THAN 6' ON CENTER. EVERY NINTH POST SHAD_ CONTAIN A \ \ \. \ \ I 1 I I I _ -- ` " - - / / , r / f / / '// / // // t/ / /I / d/ // /! / // /• / // / 1 I / J / / I \ ,,--' \ \ 2. A PRE-CONSTRUCTION MEETING IS REQUIRED TO REVIEW TREE WARNING SIGN THAT CLEARLY IDENTIFIES THE PURPOSE OF THE FENCE ~ ~\\ ` \\\ \ l\ t 1 I I I r _ _ " " // / // � \ /' ! 1 / j / / / / / 1 J / ! 1 \ - __ _ PROTECTION MEASURES ON SITE PRIOR TO THE RELEASE OF ' \ \ \ \ e \ \ \ \ \ r -- / / ' t11 / / / / / /.� / / I l t t , \ "------. - - ` " \ • (I.E. TREE PROTECTION FENCING). ALL FENCING AND SIGNS SHALL BE \ \ \ � \ \ \ t 1 i i -` - - / , / / J / / ! ///// 1 j 1 / /,,�, � i/ / 1 1 / 1 I t - - .,_ \ CONSTRUCTION PLANS BY THE ALBEMARLE COUNTY PLANNING \ `NN � \ \ \ � � \ \\ \\ # - r r / 1 / / j FAD t / / l / J / /,rj ��!/� / d f f 1 J J I i I , \ \ `` DEPARTMENT. ALL TREE PROTECTIVE FENCING MUST BE IN PLACE AND APPROVED BY THE ALBEMARLE COUNTY PLANNING DEPARTMENT PRIOR TO \\ \,� \ \ a`\ \ \\\\ t I r - / .//• // // ! , �/ t / / # 1 l l 1 } ~ \ _.- \ INSTALLATION. \ "` \ \ \ \ \ \ \ \ f / !/ / 1 / J/ 1 // j �A " r/ / / I/ 1 I 1 1 I J i I _ _ _ ___ INSPECTED PRIOR TO COMMENCEMENT OF iANY LAND DISTURBANCE 1 e J l 1 } \ \\ � \ \ \ i- ,,. / "" \ // ' / / l 1 J 1 1 ! / I `$ # i S � I I I I \ f \ \ _ACTMTY. 8. rI I i r / J / / }� / / \ \ \ \ I I I f ` ' --- - / ! f j l J j J J I/1 ' l I I I 1 i ! I / _ \, TP-2 TREE PROTECTION DELINEATION FOR LIMITS OF CLEARING; l / ! I / ! > > � 1 I I r � // / / / / / / / % / .1 1 I I l / �" \ SIX-INCH 6 WIDE 10 MIL VINYL CAUTION TAPE MOUNTED 40 INCHES / r 1 ",/ // 1 j r, I J 1 / // / / / / I # i N i t I I i I I j I \ / - ' _ \ 3. TREE PROTECTION MEASURES SHALL BIE IN PLACE AT ALL TIMES (% , / // /,, .. / / �� ,, r /I / / ) t, r / � / / / //////./ I / \ —AND PROPERLY MAINTAINED UNTIL FINAL ACCEPTANCE OF THE PROJECT. ABOVE GRADE ON PRE-WEATHERED HARDWOOD STAKES SPACED NOT r �// ,, ,-,- `,:. ,,-, 1 j / // I / / f / ! I 1 1 ' j , ( fi II I i I I i I I i ( \ / _- - - - 1_'11 MORE THAN 15 FEET ON CENTER. THE TAPE SHALL BE OF A HIGHLY /fes / //1 % r , ,;1i/ / / f / / ! / / 1 f i � # if I I I I 1 I / " - _ - - 4. WHEN THE PLAN REQUIRES A TREE PROTECTION DEVICE AND AN VISIBLE COLOR (YELLOW), AND SHALL CONTAIN LANGUAGE THAT CLEARLY '/r , r%,o�; /j �' �% / f ) / / / / i l I 1 1 t !' I 1 I i \ / f ..,, \ \ 'r r/- ,, .,,- -,. !i ,1 j / I / 1 / / I i I 1 I r - ~ ~ \ EROSION CONTROL DEVICE, THE EROSION CONTROL DEVICE SHAD_ BE INDICATES THE PURPOSE OF THE DELINEATION (I.E. TREE PROTECTION / ,, // y/ , -/ r , / / ! d t / / / // / 1 1 I 1 I ' # I I i i I \ / \ _ _ \ ON THE UPGRADE SIDE OF THE TREE PROrTECTION FENCING. ZONE). /--y ,' - /,� , -f - y , / ✓ r/i/ 1 y �/ y / / / / // i 1 1 i I 1 I ` I \ / I \ \ j \ i �' / // ._1 11 / M _ - ~ - 5. THE INSTALLATION OF THE TREE PROTECTION FENCING MAY -,- -'-., ,-� �//.1. --/ / / / / / / / ) i \ \ \ \ I \ / / / ,- REQUIRE MINOR DISTURBANCE OF VEGETATION TO CONDUCT SURVEY -,i,., - ,�� -", -_ LTH 0 / 1 j ! / / J i \ I I } I I \ I / // / �' OPERATION. THIS DISTURBANCE SHALL BE'. MINIMIZED AS MUCH AS j-/' '--`'- ` / ��' F t'1 .r ''- '''./ .I / / ' I } I i / / / / '' POSSIBLE. THE LIMITS OF TREE PROTECTION SHALL BE FLAGGED BY ,_ r-� - _ .p r,, / f / / r r - / //,, / / / / / I / \ / J / / AND AUTHORIZED AND LICENSED SURVEYOR AFTER THE LIMITS OF �- _ ,r_ - ` / _ 1 ( \ I 1 I 1 / / / CLEARING HAVE BEEN PROPERLY CALCULATED. THE SURVEYOR WILL "_ �' , - ",, � � < \ ~ / – 1 \ \ I I / / �---- » ,-. — y I GRAPHIC SCALE C) � \ ~ _ / --'' ,6 5 1 I - / I \ \ t / 1 / / / / THEN USE A BUSH AX TO CUT LINES IN SETTING UP THE .-- •, -, ` / / GLENN W. CUSTIS �'` _ o ,,t - __- _- 1 f \ I I t 1 \ / / / ASSOCIATED CLEARING LIMITS. AFTER BEING FLAGGED, THE OWNER % y ,.'' so 0 25 50 100 200 No. 8039 �- ~� d J 44 \ \ \ _ � ---T---\--,-\ ` \ ! / / SHALL BE RESPONSIBLE FOR INSTALLATION OF THE TREE PROTECTION - , / _ 4_ ; _ \ \ { `- _ \ \ \ \ \� - �/ / // / _ FENCING AND SIGNAGE. /IIIo� / / \ I- \ \ \ / / — ______ � ! SSI ONAL >✓� / .- ~`` \ I _ \ \ ..._�` \ _"'_-�_ _ / --- -- 6. ALL PUBLIC, SEMI-PUBLIC, OR PRIVATE UTILITY LINES MUST ( IN FEET ) �` - _ -',� \ \ � ��,� _,:_ ._- - UTILIZE THE LIMITS OF CLEARING AS INDICATED ON THIS PLAN. 1 inch = 50 ft. Ary \.. 111_ . -• \ \ \ � \ \ ----.----*, ""r►w'-,- % P \199\199130\199130-21\CA�\130-21\dwg\9913021D.DWG .— ` �.._ r .— / y� i� Aden 0 DESIGNED: CMS D REVISIONS: MARCH 30, 2000 PER COUNTY COMMENTS SCALE: 1 ".50' //w /1 �0 er Associates DEMOLITION PLAN MAY 9, 2000 PER COUNTY COMMENTS JULY 28, 2000 PER COUNTY & VDOT COMMENTS DRAWN: SEK Blacksburg • Richmond, Virginia CHECKED: GWc NORTH FORK RESEARCH PARK, TOWN CENTER OFFICE BUILDING #2 NOVEMBER 8, 2002 PER COUNTY & VDOT COMMENTS ��„ DECEMBER 13, 2002 PER COUNTY COMMENTS PLAN N 0� T� R 9 913 0 21 L Engineering + Surveying • Environmental Services DATE: 3/600 ALBEMARLE COUNTY, VIRGINIA MAY 21, 2003 PER VDOT COMMENTS Stm,, / Esm t. N 3942681'2 1150 6,84.11,,-' E 34B » RCP 34A 35I 34D czlaz 15„RCP1 _/ g„ RCP 34 31B \\ • -• • •- `1IZE TO BE DETERMIN s�- -12 x6 TAPPING SLEEVE & VALVE -6" DETECTOR METER SIZE TO BE DETERMINED BY ACSA. WATER METER TO BE DIRECT TAP. BFP LOCATED IN BUILDING. 30 29 8rh F ��RBIq Esm SE� 3 I 0TES: 1. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUT OFF LUMINAIRE OR A DECORATIVE LUMINAIRE WITH FULL CUT OFF OPTICS. 2. THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINARES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (1/2) FOOT CANDLE. 3. THE APPLICANT SHALL DISCONTINUE THE USE OF THE PARALLEL PARKING SPACES ON THE TOWN CENTER OFFICE BUILDING #2 SIDE OF THE "TOWN CENTER MAIN STREET," IF THE USE OF THESE SPACES CAUSES THE LEVEL OF SERVICE (LOS) OF THE INTERSECTION OF LEWIS & CLARK DRIVE AND TOWN CENTER MAIN STREET TO FALL BELOW LOS D. 4. THE APPLICANT SHALL PROVIDE SIGNALIZATION AT THE ENTRANCE/INTERSECTION UPON MEETING WARRANTS, BASED ON THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS. 5. CONTRACTOR SHALL COORDINATE ALL LANDSCAPING WITHIN SIGHT DISTANCE EASEMENT WITH VDOT. 6. ALBEMARLE COUNTY PLANNING COMMISSION WAIVER REQUESTS FOR CURVILINEAR PARKING, PARALLEL PARKING, AND CRITICAL SLOPE DISTURBANCES HAVE BEEN SUBMITi'ED AND ARE PENDING APPROVAL. 7. THIS BUILDING SHALL BE EQUIPPED WITH A SPRINKLER SYSTEM AND A STANDPIPE SYSTEM. 8. * BENCHMARK ELEVATIONS BASED ON NAD88. m -'' 1 � � '' �'\, � MAINTAIN EXISTING CROSS SLOPE --__ \ NEW VDOT OF LEWIS AND CLARK DRIVE REFER TO DETAIL, DWG 8,, \� , - S \Sq TURN LANE 14 EXISTING � \ /i!� & THROUGHOUT NEW 12 TURN LANE FIRE HYDRANT ,0 5 R D. & ESM'T. Stm Esm't. s 6 rX S. \ NEW CG -6 `---- 33 523. 2 x12 CONCRETE DUMPSTER ,52 AD WITH SCREEN WALL \ V,q \ EXISTING LEWIS AND CLARK C L? 2S REFER TO DETAILS DWG. C-9 R� ` CROSS SLOPE. 1-12"x6" TAPPING�/ \ \ S 0\ - T op QA SIGHT Dl SLEEVE & VALVE �y 6 \A 25 o FIRELINE DOUBLE STgHCE �. \ '� Sq SECTION A- A NOTES E K ASSEMBLY 540 -FIRE HYDRANT �`\ PAVING SECTION FOR TAPER & 3 3% 2 .s3 a F�, FULL WIDTH LANE WILL MATCH � OCATED IN BUILDIN � -_, - SSEMBLY \ \ \ Z a�17, \ \ EXISTING SECTION FOR LEWIS AND V* DEDICATED � �� / a. f +521,1 \ \ / 4 68 + \ \ �\ CLARK DRIVE. ` YDRANT ��DG SE + 4.17 8\ TBApK ��`� -4 x90 BEND 4 pi V• 9 \ •A 52 134 :.: 1 •;:'t:::.::1: ...•..1 �, Sq (/ 11 1111 •11 •111 : •:. It . 4 1' �� _ .,, .1,1 t t• • I.••1 I.t 1111 LEASE LINE - ,,, , ... ,.111... r,1 ,,,; \ - z7 11. 1.1 „ .t ,. .• 1, I t11,r , ,11 tr.. \ , UANY LIN ,.... .1 .......... . ..111, R ,. ... \ m. sm t .1.1.::.1•. 1..1...1,..11.. ...t.. ....., S0 2,L „ ..It •.. 11,1...•111 'Ti 111.111.: I.I11• .• 11.. 1.1rt 111. r """t`1 �'1�. .111 •I• II • ..I t •.1• 1•, .11.111 111., • I11It I,I r 1„•. �•�,.r^"' , '111:11•: •'1111 , . 1111 ' •. 11., 1111.. ...•1111 11.1.. 11..11 11, 1. •11It, . , . , 5 1.1. ,,.... .11...1.t..r..t. ..1.11 1 ....1 -- -LCL p _ _ - 200 LECTRIC '1.. ,.•.1.111.1...;....11.. ..t... t . , .. • 1 1 « . 1 .. ,1.11 AK (R• '' .,��'. •.11 111• ..1111...1 1t.. ,.I:I: •.•1.11 . • • , I I . I . I , 1 I . . . . I 1 . I I• 11: . v ,1:11 ,:. ' •.11t 1..1 " 1111,.111 1, /... /� \ 1 •1,1•..,. I 1„1....1 t •• 11 .. I.. I I L . •2 1 . I I ,..1.1..,.•:,71• .1 t.1..1, • ....,,.rr 4 ---._71 \, .,:1::1:1' 2 U� TAC 00' 3 ..• , ..... 1 1 1 1 1 1 1• .. 1.1 1 ..... 11 1 I I t 1 I• I t 1 I t I I I. I t 1 1 I. I I I . 1 j 41. 1. 1.. 1.1 ,• 1 1.• r •,ill •I I..I, 11jt .11•..11.. ..., ,11.11 . 1111 ��,,}},1t .1, , • �-" 1.1 ,.,,. 111 t11/�.. , 11. ;.1. ,1.1 .1 :::::,. �rV' 14 •': • 1'r'.'r r• • • • w . , r . r . . I I . ., I. •.1•r , �� •Q ':...1.111',} . . . .. � . . 1 , ,'. 11 .r•1 1•, � , I• 11 11, 1..1111 t '1 .. t1 t • 1 IQ;1 1 I ... t I'1'. t I 1r:•1•;; p / .,t1 �' I�I1: ♦r1 „111 . "� o ` :HJAPFR : •. .':::" / ° I I 1 1 1 11 1, 1 1 1 '• � ''''1 ,•. 1 1 1 1 1. . , . 11.1 .. 11 . 1 . ..It r1 t• •I t 1 11' I . I I . I 1 ..'. I'I . • I 1 , I �\. \ ° 1 . I1.t .. 11 I I I •. �,,, ,I... .. ••••�. t . . I . . . t 1 . I . . . . . . j 1....:: .5 R . •.: ,.1.1.1 � � ! �s MAUL Y . . ..1..11.1 , . .1,11,1. I .,, 11'• . . I t . . , . . . , , . 1 I . , I . t '. I I . , / C , . .... , 1 • 1 • 1 • . . 1 , 1 1 t . 1 . r 1 • , . t , . 1 . , . . . ,,, , ..:::::: 1 • „ 1 r / , •. ,• • ,.• •1 , • : , ,' 11 . . w • 1 •', • . , . , 1 1 , , . • • \ I. 11.,1,. �� \ a ,.,. • , AN ACCESSIBL , . • .. • . , , , , . I�,i 1.1:':::::.1 \\ 6AliTILITY \ VEHGU MAVVV/ ,.. .111 C , • : ; . • t 1 ' 1 : I' ' ,.' 1 1 1 1 1 1 1 1 .t' 1 • 1 , • . 1 ' ' • 1 1 . , 1 1 • 1 1 � f ,(\ REFER TO DETAIL 1 , 1 . 1 t •• :.1111.,. • G ' 1• d , 1 ' . . t .:: ; �. 1 • . ..' I .' t , , • . .'.' 1' •' ;., V O� O ' \ t . t , 111.1....., ,.• • , . '� ;':•.. 1c�1 .11:1 •fw,1. ' ..1.. I • , . , , ... 1... 111, 1 1 . . 1 .1. , ...,:., NEW VDOT TURN LANE .': ":,. ' •; ,',%1 , ,. •1e:: ;::: ': 1 • . . ' �•' . . . . . 1 . . t .'f 1 . t'I'.'. . ' I 1 /'1 . t . 1 1 1 • '. . '• 1 . . (� V + 4 . .:' . Y' /]ro1 ,//ll•..r ... . I . . . 1 . . . . I . 1 . . . . .'.t', . . . 1 . . . . ,(i . 1' . I 1 I . 1.'r'. . . :1..::: 1.:�.. ( ,!\/ .. I . • �'''•'•'•; ' •:I . . . .'.,�1 .11'11 '11.:1 . , t RI Vq T . • I . . 1 . . I . I I t I . . . I . • •'0 ,'\ V 25 �c'O E6 \ Esm t. 200' FULL & 200' TAPER / �. �f � ' 777 /C , / •.. , • ;. , tel. pF 9 : :: : i ; , . ,' . 1 . 1 1 1 • 1 . . 1 1 . . . 1 . I • 1 1 r I 1 • 1 . I 1 1 1 1 r . • t 1+ .� Vw� •. " , : I ...' . J . : 1, ,1 . . . 1 . . . t . . . . . . I . . . . . 1 t 1 . . I • I 1 1 • I . I . . . . . . _ 1� ° / 1 • • : 1 • ., • • • 1 • • ' , r ':. 1 • ; � . 1 • . 1 1 r 1 r - 1 • r r • 1 t , I 1 , r 1 , . • 1 r . . . • t r 1 1 1 1 , , 1 1 • . t I 1 t , I r' • . v \ sC O C ,\ 1 t. ' ,�• t. r •. 1 • . 1 . r t t r • I t. 1 1 .1 C J Q' • • ', 1'r r . 1 • 1 t , 1 1 . • . , • 1 r , , . 1 . ,1 •• :', 1''':.': 1• .♦1r 111::,.:111•... .•,t•• ♦ 1. 1.t. r, 1•. •'. •11r 1 ''• �y� • , , • • , , r ,'• . t I . I r ,11 r.11 Q 'Y i : • • '• ' ' 1� 1 1 t 1' • • 1 ' 1 .::1 " r • , , , • 1 . 1' .Twp` • • 1 1 .. r / 1:. ..• :...• .:1,:'., OP=517.1 '' .., 1',,, ' 1'I ., .o , I �','',+,• , 110 . • \'. . . t . \ , .. I 'I '.'. I . . . . . I .'. , .'. • • • . . . ',1'1'1'1 I'I','. I'.'1 1• •.....• ,1..11.1 ('�(r•,• ��/ .. Q•,• �.., . . . t . ....., . ... 1 . I . . . . �� , .• . 1 � , 1 . . 1 . I . � . t . . r'I/ / . 1 . . . . 1 . . \ 1 .. . . / 1 t I.t• ..::: '11.11 . I 1 . 1 . 1 • • . . I . . 1 / . . . 1 , . t/. 1 . I . . I 1 / I t . . I I t 1'I' . . 1'.' . 1 . .'f .M'1 . . 1 • .,.1, ,.r .. tr11 , . .• 111. ,., •11. /• Q • 11. • • • , :I: t::1:1.1 11 I . 1 , t . t I . t , I . • • I •'•,', • 1 • ' I 1 , I I,,,1 t I • t • . ,� • I t • 11'1'1'. .' '1'1'1'.'1 I \ ' :•: .:.,:'. . 111. DA PARKIN • • • • ..1...1..115 , . 1 . I . b OP=511.43 . • . 1 . 1 . . . . A . I . I I . ... 1 .. 1 1 1 1 1 • t 1 1 . / I • . . I . . , . . I I I . I . . . I . 1 . . . . . . ,' . 1\ .1+. 1 : 1 � . 1 ... 1..11.1 • . . 1 . . . . . , 1 . 0 1 . r 1 • . I . . . . . , . . 1 1 . . . . . . r . . . . . . . . r . 1 . I . . r I '::1111 ' / �� + 1 . /�.• \ 1` ' • I 1 1 , . 1 1 . • • • 1 1 1 . ..... I . I '1 . , . . ; I . t , I . . I I I . 1 .' I . , . • , , t 1 • ' 1' • . , t . . . .' I . t I I ,' • , ;1; .. IGN TYP .... , �;; "' NV IN -505 48 .1,1 t .1. , ..�. 1,11.., _ + 5 R i ::.::1: ' • . ' I 1 1 / . : :: : / . . 1 / I t . 1 1 1' 1 . . 1 r / 1 . • . r . / 1 r - - t 1 . . 1 , / • , �� r . r I , . , , , .. , • 1NK1 fr(,y. . . . 1 . . . . t • • . 1 . r t . . I r11...... otjT I I,,, I • 1 / . . . . . . . I . I 1 , . . . I . . . . . . I I . t t t . I 1 1 t • 1 I . . / . , 1 . . t . . . I , . . • • ' / \ ••::, i4 T HI5 ° ... t .•11 . I . I . . 1 . . . • Il.tt , .. t11 t 1 I I . . . .' . . t , , I I 1 1 t 11 1 i1 1 . 1 ' • ` ` • 11.111111. 111„ ' •l, ' ' �': •,. • TOP SIGN 1 1 1 1 1 • : I . • 1 , . 1 . I 1 ., • 1 t 1 1 . 1 . 1 1 1 . 1 . . . I . • . • I I t 1 . . . . , t . I . . I 1 . , . . . . . . I I . . • Tww Ci ., It . , •1,111• ....•.• , I' . . . • 1/, 1 1 .7814 .... .. .. 1 ... . I , C lTJ( ,1`.'/` K ... : , t • 1 . .: t . , 1 . , . . .::. t :.. . t t . • . . I 1 . 1 . . . . • . 1 , t . . I t .' • I I . I . I 1 I . I • . 1 1 • . , 1 t • . . . I •, t , I 1 I 1 . /24" WHITE + TOP SIGN . . •11 , .I, . I , I , . 11,1• '. , 1 I . I I �r{f\,� . • r 1 , ' , r / 1 1 ' , . r 1 t , . . 1 1. . 1. .1. , • 1 I . . . • . 1.1 , . , r'1 . . 1,. �'. , . r t 1'. . I ,, .. •.' t .�,::: ": •III:: . . 1. ...: '•:::: ': . , • . I • .,t . . , I t . ../�, , . . 1 , . , �'. .,� . . .'1 1 . 1 1 . . . . 1 . . • . , , 1 . 1 . t . .• 1 t „ t I f `•t.t r :r .11,. r . I • 1 ' ': •., a ,••�r. 1 . .' t 1 • 1 t t . . . . . .', TI/y.7/`..�.'1 • r'.'1 ' 'r'1 1 • . , 1 1 • . 1 t •' ' '1'.' 1 1 1 1 t • r' I'. 1 u • . , . 1 1 t • •'• • r11 _I t . r rrrt r�]/,r ,trr. • . . •'' • r 1 r1 •••♦♦♦•1. • I 1 1 . . . . • 1 1 1 . . .J1i1 . 1 • 1 , 1,1� . 1 . 1 . • . 1 . '1' . 1 • . 1 , 1 1 1 . 1 • t 1 1 I • r . r 1 1 1 J '':1� I rIr �TOP RAR f 24 WHI .. � 1. ,,1. � .�. 1 . . 1 , . , .. • 1 1 . . • . t t � ,..1.. ,..,.,.,. . I 111., .IY • . , I I '':II•.: . . •• I . 1 , I • t . I I•.'�. r • I I r I . t 1 t '1 t t , I I t , •'I t I . 1 t • 1 , . . I • , . 1 t t 1 . 1 t / 111 ,r.. 111 IIII.1t N1 N • , • , • t I ' . 1' •' I' ,' I' r' .' • "T � ' ,' . • • . t . . . . , . • t . 1 1 I 1 1 1 • • . 1 • r r 1 1 1 . . . . 1 . 1 . t . t • • •� ' 1 , 1 . 1 1 1 1 1 I t . • . r r 1 . • 1 . 1 1 • 1 1 r • 1 1 'TnP RAR, . . ,:I I'�': 11.:1 . . ; .. ,. ':: '1 'I It: ,1'1 I 1 . . . . I . , .' ' ' I', , , . 1 . . . . ,2 1 '. t . , t , 1 1 1 . . . .i . . ' , r . 1 1 . • 1 , , ,1.11..., .,,11,1..,1 O • •111111 '::, ,,..... ''�',' • J/. 1 1 t I . . . I'. 'I I . . I 1 1 . I ,•1....11,• •,' 'I ' , 1 'I1'1' 4$ S . ''. 1 1 , . . . I,. .•�•, 1'. . 1 . 1 1 1 , . .: '1 1t,.:: :r: .., ...,,. t., N 3 2268. 4 ' 11.11.11 •r•• •: ,... . , .'. . I . . . . . 1 , . � It1111t 1,..,,11.: ,• I.1 ° 1 1• 11 •''. 11.11 11. NI 1 1 1 1' I rI.11t:::1 11. , 1 �%J 1. I l I t 1 1 1 1 1. 1 1 . 1 1 '$ I, ,. 1 1w1 I� 1 ... .. t I I I t 1 1 1 I I I I t. I r•. r . •'•'1'1 • t, t l 1 1. 1 � '•'. .' 1 1 1 •I,. :,,. 1, 1. 1.. t11 + + • Q . • . 1 1 1 1 1 I I • 1 1 • 1 1 . J (� ' .' .' . . . . . . • . •t • 1 . t 1 . • . 1 . 1 . 1 . t . 1 , 1 . 1 . I . r \ 1... ' v . II I••:.I I:.I11 . . I , . , 1...1,.1 11 :::::. . 1 0 . t , , • . .�, o � . I . t . • �•/• . . , . . . • , • I • • . , 1 1 . . . . . , t . . , . , . . ., ,,, IIt1 .......,, ••t1.. 493.35 .. '::: •: :•. •' ° . ' '� '�' �::::::: . :':::: . �• '.'. w • , I:: ':::: �:':: :':: . I'I . . .I I 1 . t 1'�. . 1 . . . . .' . t 1 . 1 .'. I . . . . 1 . .� 1' ' � t 1 1 . . . . 1 1 1 . 1 . •'. 1 . . , . . . . • . . . . . .�.'.'. . . . t . I t,. ,, ,', •. •. / \ / : :'::, ' ' I: r:� ::•::, \ 1: ...Ir :. �: "::.. E 115 1 .,. 1111 'a • . • •. ,.t11 .. , ..... , I . . . •...II 111, It 11 It . . I . . . I t 1 . . r t . . r 1 . • 1 . / . . . , . . . . . / . . . 1 • • 1 1 . . ' . . 1 1 .. . 1 . . . . .1 1 . I 1.1 . ..1. V. 48 .15 +523,3 74 II„ ., 1. 11 (v t7)• 1 ... ;,.,';',.,;r': t , ..' ' r , �, . 1•., . .,. ,,.,. , '1 , 1•'1'.'1'.'1 1'•'1'.'.'1 I I'. .', 1 113 t . . 1,111 ,.1 ♦... r1,.1 t.,• . . I • It I . 1 :::::: 115 R . .. I:: 11 ... 2.43 ••.,. .1. .•. a v :J Y! i t / .. 1 t r ..... 1 .... , .. , .. 1, ,•1 .•11,.1 p ''', � 1 .• ' , i'. . . . . . 1' . 1 ' . •1, ,.t, „ \ • \ „ 1,1 .,::•f11, 11, 111. • • .11111 , ,11111' . . • 1 . 11111.1 :. ..., t . `•j � 1 . 1 . 1 . 1. 1 t . . '.'1'. . , , 1 1 t 1 . . 1 . 1 1 I . . . •. . :.11,1.:::1 .•.• ' ..I,.rt.. ,...,..... I ... 111•,,1 . . • . t . I . 1 111 •..Itl ,... ... I . ` I ��"j. . . 1 • J.'.'. r . . . 1 . . . . . . 1 . . . . . . . . 1 r j1(��.�](� . . . 1 . 1 t . .1 . . , 1 , 1 1 1 . . . .' 11. ,.1 t r • I' 1 ' \ + 11111 t ....11...,...11..1• Q • 4 • 111 It .., 1111 1.11.1. .. •.t1 _"' 1 1 , ' ' 1 . t 1 r . . . . 1 1 . . . . . 11 . . t . 1 . . . 1'1 I.r t•11 1 ::::::. •... ,11 t I ......: I .. 1 ..... I .1....1....1 . • .. . t . 1 1 I .. t ; ,I / . . . I I . �:�.• I � •: •: ' : I'. 1 1 1 1 . . t . . . . I . / . . . . . . p I I I . . 1 . I . . . . . 1 . t . I . 1 . t . I . 1 . Q 1 . . . .' V r . . . 1 . . 1 1 . . , . . ...... , t .. . • 1 '1 .. 1 . 1 ... ... 1 I .. 1 . •11.1. . t1 ...., .11 - �• 1 1 1 • 1 1 .. I I I r 1 1 t . 1 1 1 1 t 1 1 I • • .. 1 1 . 1 1 1 1 1 1 I . . I , . . . . . . . . , . , . . � I . , . t t . I . . 1 . . . . , . . . .� I . // • � -� 201 • . , 1:111, 111::1 . ,•'. . .'.,II ,.,I .,. , .Y..1 •::.: '::I . /' '. 1.,•11, • ••I.. 1111, 11..It •111111.' ,• . Q ° ° • ' • • • T \. I, 1 1 1 1.• 1 1 1 I• r 1 1 1 1. 1 1 t 1 1 1 t 1. 1 1 1 t• 1 t: I 1 t t • t 1,... . $ t I. t. 1 �, 1 I . t t I 1 I•. I• t I . , 1 1 + /, ., ,1..t •..,.• ,•. .,• .,•t.. •111 t1 '1..."..1...'11 IIIc ,. ,111111•••1 523. 1.1111..•• •• , . ° ...... ........ . . t . I . . 1 . . . .::. .; t1 1..111:1 . . . 1•�.� . . . . I . . . . . I . . . . . . 1, 1. ,. . . .I 11,1 11 '.M , •,. . . IUI . . �. , . . I . , . . • , 1 . . 11 1 . . . . . . . . . . . . / ...... 1.1.1 Itt I op . . •' I . . I . . . . . . t • . . . , I . . . • t � .111,.,..,. - p( 11 .x11•.1 .11 t..t1.1•, •,It 1111•.1, 1.1. It t It11 � I . , • 1 1 I I t'I' . • t . . t • I • , tl t I • t I t . . • , • :::::: • 1.1 •. •::•'•:,1 �� "I V •y7y A ...,1• '::.........1.11.11 •'" • Q' i, .111 1.111•• . I t . . . . . . 11111,1.1,•, I..' . t t .'.' .'a�1.' . ,'.'. . I • . . . , ..,. .' 1. .'. .�' L .. I1.,,,....r.. '.. f'.,. , t . . Q II __ \ •t. 11 r1 1:1 .. ••.. , .1.1.11 . 71 �1/. .... •.... .. 1. t.... ..... ..,1 . , . . . . . . . , . •. t....1. 1 1 . •{.J..')1 . I , . • . . . . . . . t 1 . . . t . . 1 . 1 . , . t 1 , 1 . . . t / , , , , , , . . . 1 I . 1 r11. \ + '- %' R 1.1.•1.1;::,,1.1 •. 20 . • • • ' . . . 1'• . . I . I . .'::':. I.1. ..• 1 • i f .., . , .� . " •„I:::::•... :1 �.• 11.. 11. 11111 t1 111111 I,. 11• . 1,. t � ' t '1 . . , . . . , . ,� ••,••r1.. 111 1 1.. 1. 1, 1• .•,• 1. 1. 1, t 1 1 1 1 1 t t I • 1 1 1 1. 1 1 1 1• ., ;+' .'1'I'• I I'1 1• II 1 1 1 1 1.. 1. 1 1 111 •Itr.I II• . .t..1 1 �O ,1111•.1.,,, ,V •AJ t . . I 1 t F' 1�1 11.• Ir .1,111,„.. . ••. (� 9 \ V t ...... I ..... I .... .� 1 I . I .. , I I • . . I / . . . . . , . . . I . . . I . . . . I � t . . . , , I I ;' A 1/ 1.1 .. t 1 . .. r . I ...... R 1 . ......11..,1 ..y� . , 1.1 •:: :: 111:1 �:.1• 111::::,�:::1:1:'::111 • • t1 •1111 111,.•. •. 1 • I. II . 1., I I t. I t• 1 t 1 1. 1 1„ I, 1 1 ..... , I 1-12"x6" TAPPIN(-3-s 2177 .r h.,.1:.'::... '.'.'1 '. . .1 , . 11.;..�„ r.�•:r •:� ,'.'...' .' rra� 1. , ..1 ....1 .. . , .111 ,' , .' 1 t � ops 111```.�iii1 1L1�t , , • • • . . I �I . . I . . . 1 I , ' 262'R 11 . 1.1..1.1 .,.. IrI 111111.. t.III.... /..•1I. •1.....II ..IIt. .I ..I ..•. t . I . I . 1 , . . , I . . . t 1 . . . . ..,..•�...I• . .. ...1 1 . f 1 . 1 1 .. �, ; • , •, I .; 1 1 • • . . . . . , \ O . . , 1 1 1 1 . 1 • • I . • I t l . 1 1 1 � 1 1 t • 1 t l r •' • t / •. ' �.'... ' \ r ` � . I ...I ... t .. + I1t .1.1 .11 .. 111,'{J: . 111.1 I. ., •t 111 .: PIT. 1.•11 ': . . ..•:• •:: I::::,. . 1 . . . • I . . . I , I I . . . . . , . 1 I t I . . I , I , . �. '. • I ,' . . , . . . . . . . . I TT �1 • 1 , C`•(�•i1........•� " :•.�:: ;::'.:: \ AND MODIFIED TO ENSURE SLEEVE & VALVE. 4•..,,1.1,1.1 1 ..r0,1,."""1��,.��1.1.t. 1•.......1 . .It ., ..1,..11 .,..,It 1. '.1.. , , .... ... X17'8.73 . ,+4716 1. 1 . . , .. �ij .'1r/. , -:. +5 140 / ..., II I t1 1.11.. I• I. IIfJJf111 ... ..,. .I II It 1t II.11 ,11 f 111 . , . 1 • • 4' • . . . , . . . I . . . I I . . I , . . 1•rl.r ... ... .:: .. •11 .., ..... ,, ..t. • ...1 ... I... .. ,11 :. r,'::. ':.::: :::.: ', 11: ,.. 'I:I :'1: :{ . . I I . I 1 . . . . . • . I t . 1'I . . t . . I t . I . . . 1 . .'.'. . t I I . . . . I . 1 . . . . . . . . I . . . . . . , , 1'I . . I . . . . . I . . . I . . I'I . ::'::: :'::1 :: '::'::. t:: \ :•:.�:::.:. .. ' .1.1.1.11111.11, .1. 11•.t . It1 IIIt1 . 11...1 •...111 I . I . . . . . •'•' . I • I . . . . I 1 . . 1 . . I . . . I . I'1 . '1 . . . I . . .'. . t ,.� . �. I 11/•11 . . . . . . 1,1 .... •, ,. r...• ` „1.....1.1 , A' `{ 1 ��. 11.1...... .' � TE SIGHT DISTANCE ...It.... ... t1 I. 111 . t . . 1 . . I 1 • t . . 1 . . ,'.'.'.'. ' ' . • , 1'• p - � » ..1r....::: 11 .11 •., ...:: ': ': 1:111.It 1.1 •.I 111...., . . , t 1 . I'I't'. :., _ . I,M• �I 4.. . • „ ......::::::: :': 1 . 1 • : , : , . ....... , . , 1 r .. 1 . , .. 1 . .. . 1 . . 1 t 1 t 1 . . . . . . . , . . . . t I . 1 . . . . . . t . . . r . , . . '1 I 1 . . t . . I . . 1' .`.V 1 ':: 1 .:.... 1 ... . ii • • t11 t1 11111 .•..It.; ..„ 1,.1 '. • 1 1 t I t . • I t . . t • • • • . . . 3 ' . .� . . . 1 . . . . . . I . 1 . /•I1, 1. , .. ..11111•. •. V 6 DI WATE I .. 111•.1. •..1 t . . I . I . , . . . . 1 I . . . . • . . I . I . I . . 1 . . . I . . t . . . 1 . . . . t . . t . . . . . . . , . . . . I t I . , , . , ... _ •1•.• . . 1 , . . 1 1 / . .. n 1 . . t 1 . ; ..1: t. ::�: t1. • ,::::. '. � •.::1r••.., 1•r• fi x90 BEND ,.. 11.•1 11.111 11 It .111 •.,... , . I . I . . . . , . I I I I . . . I . . , . . . . . I I . I . . . • • . 1'• .' . . . 1�1 . . �E? . I . . I : �,., 1..11. . . 111 \\ 1 1 r J, 1 1. t t. r r V '';1! r::'� ': , .... 1 1 ... t t I .... , 1 . 1 . .. 1 1 .. Q t' , 1 . . r . . r . . . . t t . 1 • 1 . . 1 t . 1' . . . . . .'' . . . ' , . �V�/ 1 . .� . t . . . • , 1 1 . • . 1 ... ;,•: '., - I' ,.'r ..' ;•. 11..1.•. .11 1•r1, ,•I..r 11,.11 :: .r.. 1 1 . •, �/y(,..)� [y}� 1 •1 1., 111.1. 111 • + ` 1, r. 1,• - � . . . ,. . . . . 1 . , . , I . . . . I 1 . 9 . . I . 1 . I . . I t . . . 1 , 1 .�1 .. 74, 1 . . r . . TV . . . . . .1A . ' 1.111. , t.1.. ... •.1. i ` ��• 1 ..11, ' �..r » . 1 1 1 1. 1 1 1 1 1 1.,. 1 1 .. 1 1• 1. 1.•. .. I. 1• •. 1. 1 I t ,rQ ! r. I r' •. r J 1-6 GATE VALVE CG 6 . ts,1 , ..t •..1 ,1...1 . ,.,1 1 ,\ 1 .. . . . . . . . , . . , . . . I . . . . . . 1 . . / 1 • . s,. . I I 1 I f, 222 R \ • _ f.�J . 1 1 , 1 .: 1 1 . 1 1 1 1 1 1 . " ..... I t • • I • .. 1 1 . • .. 1 /.1. . . . . . . , . t 1 1 1 1 . 1' 1 . . . . . . . . . . . . . 1 1 . . , , . . • 1 1 . . . . I ' . 11 1 1 1 1 1 1 1 .�.. 1 1 11 1 1 IIt•11' .,.• ..•11• r.1I t1 .I • . t I • • 1 1 . 1 11.111 1,1 111 -•JH 11" ,:111 "'• t 1 1 1 1 I .•11 1.1, I. •.111 rt1 •1111 . t... 11 I r. ' /" . t 1 1 I 1 I I . 1 I . . I l p, I • I 1 I 1 . , • 1 1 I . . , • • • , t• ••••1.111 T �' w,,-• fff I 1 -FIRE HYDRANT " �•� , � �/ I 1 I t ,III 11.1• I.t111TY 11.1 ..1.11 r. 11.t 1tlt,•1 `'f � � r 1..• It 1 1 I• I 1 1 1 1 1.1 1 1 • I I I .1 . 1.1 . 1••• t 1.• t 1 11 r I I t 1• I• r• 1 1 1 I ••((//�� 1 `1 • • I r•I 1 N. I... 1 ". •.r1 :.III, '11,11.•.• ' 11'111.1 '111111..1,1. • 1. I, t 1 I I 1, 1 t I t I• I I I• 1. I'1'1'1'I t I •• t. t , 1♦ 1 I t. 1 1 I t• t t I t I I. I ,�� ' ,, ,, ,�1._J, ,11.1,1; 1 "'••�1'1111'•I' ' - '' I :'1'1111.1..•. 11.1 rt ...t1. •I•Ir .•I 111.11111,.•1 t 1111)/ t • I • 1 1 1 I t t I I • I I 1 t t . • . �, f` Y•1, (y��, \\ 1 1 . t 1 • • I t 1 . 1 1 t . I I . . , • I({�7JJIJ 1 I 1' 1 1' 1 1 1 1 • .' 1, 1 . •i . 1 .' 1 11.1 1 .1 • 1 • ,: , • . t . �'\ 1 1 1 1 1.1.1.1. \ \\ 111 :':::.''::: :'. ':. ,., • ' :':: ::':::::. ': I:1 „ . '.' I' 16 '.'•'.'.' . . t . . . . . t . . I' . . I I I .J. 1 , . . . 1 1 • , . . . , 1 1 . r r 1 1 . . . . . , , , . . . ::., 1' .t.1 .:.. ' ., 1,. r..., •:.t ASSEMBLY ..1'. ,1 1 + f 25 R . . I ... ...:::::::::::...1,11. ,Y ,. .::t l,. •. '. . . . .' ., ..'1 1 • . . . 1 . • 1 . . . .'1 • .'1 . . . . . . :'••.•. ��,...... •11t. . , It -r 1 - .� 1 1111.1 .1.1 .1 .1 I.. 111 • .�. •11111.11 IIr , • • � r. •1..11. \ ' \\\ '.'11� .Ir 11 ...I•, ./+.t 111., 111. .1..1 , , . I . . , I . , .,. • • ' ,1 . t .'1'., •, •1.,..1'I,t, , �• ' . ... •. .... . . 1 . • . . . 1 , I I 1 . I . , tl t • I ,11111 •I I, 11 , , 1''� 1�✓-� . . •1•.,.•. • • . . . 1 .,,..'.• :..:'•: :(11.:1. 111 •t•• . I I • � � \ ... I:II�W�M•: . ..111. 111 , ,� 1.• . . . t , • • ' .t1.I t II1r.. •1.1•.11111 11: 1.•::'I::: 11• \• DEDICATED 20 \ r1, 11.1,.1 ..111.,' . .t1• ,1... 111111 .. \ .11 1.. .... .. . • . . • • . 1.... I • ... 1, 1,•.., 1.,...11..,1111., E 200 >` 1 1 . . . . . . . . , . 1 r 1.1 „ . I , . , t • It11.1 ,,•1..111.. .1 .1 ..1,I It1I•. \\ 1..1r. t 1,.11.... •1 .t,1 1„ •r•1. 111 ,.. � , ' / • l . . . II 1.1• ..., .., ,1.1.1.: .I•, 111111 . . . 1 . . I . ,'�•. I t , . . ,,'. . . . 1 . . . . . I . . . . . . I . . . 1 . • • . . • IIIt11 ..,.....,.1.11.1 •1111,.11., + .. r .,P+48'0117 ' '.'.', .... .. I'. 1:11•1.....11 .: ,. 111 tl 111111 .11 , 11lttr 480135 • 1 • • I . 11'I� I I . , ' :•::: ' :•::::: :'::::::: , •'::: ,: •:.::::1:11 tWOCINE E SEMENT +519.46 2 R " ,�' \ •. .•.1.11 .I .1111111 ,. ....t:1.,:It•.1 .... ... . . . . . . . . . . . I „ . t . I , t . . , 1 . . . 1 . . 1. 1 . . I . . . 1 . . . . . .11 t. :t 1.1,:1'11111::' .....:::1.1'1.::1.1 r ..... 1111 .... „ 1.1 t., .I •... . t I , , . . . . . ' I . 1 1 1 1 . 1 . . . . . . . . I ..III / I . TA 200 ` „ \` I..1 /1••. 11. . . 11114,1.,11.1.1 . 11It I .. . .'. I , t t . I . . 111111 . .1..1..11.1. ',`'' 11,1. .1,11,... , .;;r. ,.•1;1 ,11•.1 • '1'I t �I I . • • .' t1 .. •..1 ...., 1,,., .,1111,. 1.1 .• •1... •I.r•. t . . r 1 • r • 1 . r r 1' Irl 11.1• \ 1 + \ 1.11. .1111 I1 1.11••..,:1 ,•11. 1 r . • • • •''•', 1,. • , •, •• r 1:'::: ::,:i':': i:::':'' \ �`` ":•:i ""' ,r 51817 . , , 1 . � 1•�t-`��-4��I`� � , • . .. 1:•11 .. :'::::::. ":::.. 11 .1.,1..::::1:.:': ;'. t,., 11.11 .� ' \ , . . . . . . . • . . 1 . I . . . , . . I t . .'.'. . .' ..... ..111 ..t11.: , \ •..,:. x:11111 .:: 11 .., 111.1.1 111.., ,. 1. ,.1 ...., '11 ,..It III111• 1 .,..... 111.,1 1• , I . I I I I . . , . . . . I I . . I . . . . . . . . I 1111•, 11. .I, .1.11 1.,, 11.1.1. 1l ...... 'I...Ir, ,.1..1 1 • • , . r , . 1 ' . . . . . . ' . . . .'1 . . . . . •11•,t 1.1 A , TA \ \ . 1 . .1..1.1 , . '.'. • ... 1 ... I .. 1 1 • ' 1 1 .. ,1; ' , v J � `+ ':::: '.... , .. `�. ST LL TRAF � .., ,..1..., .: 1.. 1.., 11 ..:.: ... .. . 1 1.... , . .1, / .r, •.�:::..... ..1.1..1.. \ ':,1.1:11: ' ' :'::: . I: 1,.111. 1 . . . I'1'I'I'. . . . • , I . I , ...... ........:1 \ •r l.t,... �.., •...,,11111 "::::: •: �• ' 1 ., 11 .... ,. ,..111 ::11.11•.1. � ,1111\ �\ \ `l. .,. .� \`'` •111 •.., 1,111111• 11 Y1 •� .• It 11. ,111 • • • . . • I t I 1 • t t • :1,111 ...1 O� � f�'Y • ,•:,:.1 •.. , r . I • • \ ! ' ----�_ FUTUR RAD so 74 11.::1. • • t t I . 1 ..... •,1.,��88JJ11/�1/� ((yyll.. ;,:..1..11.. LEASE LINE /^{,\�AA �! """ B RRI DE \ \\--,. 11.11.. , ••11 „I.It. 1T1�+" 11.11It.1111111 . . . . . . 1 . / : ^ 11. .. I.I It 11, I,. , CONNEC 10 s`\ 1'..; : 1$.$. •11 . I W;.; ..•11. •, 1111111It/1111 1 ..,1,I•... .::.:: ': �:.:..::�, V�V�f ,•1•.1 ..:.::1.1 -� - '�•:�:::::,�„1 I .1�' '••1111....11 1111..,, .11, • t .'. • . . I I .'• �� `\ 1.1.•.11,:.: :'. + \ 491,85 .r.... /.� .11.. ;;:1,1.1••. 1 ..•. '::,r.,. \ 519188 �\ +4 •...,,.��•�:',�`,1[�•,...., .11.,. • ,.1...,11....,,•1 ..... .. 1 .. !1i �. ..1 ..... 11�,'I1tl It llt 1111 ...::� .1.1.11.,1.....,..•1...1.1 .,. :....•I. ` ':I t.• , 1.1 111••111 ., 1.t 1.111 • 111111 ,111•x1•., 111 ... ,.. I / 1 t I I :I:I 11. •11.,111• �\\\`.` • +�� ':::1; ..1.;, •11.1• 1. 11, t• J• .rtt.::1:1, -'� \ \ • •' •111•••1, 11..11.1. 1.. 11•. .1.. •t•,I, 1.1.••...11.111 •I.::1•.1.'.1•./I • 1 . •::. t1•t1 1t ,111 • Y ` \ , \ i •11 •...., I• \ \ • •r,1♦•1 .• tt • \ •••` ,•1.,11 ,•1./.,111.1.1.. ,IIt.•t1•.• \ I •,.•.1 1...1 •• I•I11•.• t 1,•„tl• •• I I.t1.11. ( /yy FF��'j//� � qq 14 \ \ I•I ....1111 ,,, •,.. .•1 11 ....,111, 1111.1 ,,, 11 ..11•t• .... I...•.�A I .I •I• •„/.� 1 �; ^ /• \ \\ \/ i,� 1..•1. i� / �/',5 04-9,6,78 .1111 .. 111 ,,,11,1, It•111•, I.. ..1,1.1..1,.....1.•. 1,, ...1 .1111111 ..i• ......It l/ • 11 f \ f + �.t11.:.�•:..1 -`_\ .1.,,1.•11.., ,.1.1111...1 ••.... 111.. ..11.1. •111.,11111111• :'�.. ,'.. ':. •:� ,;; ,..., It 111/': :�::' /-• F(\ (\ \ 11• ,It11,.. 11 t.,••:Ir•1. .I.I. ............ t ,.. .1••11.111 ,7 •�\1 � -� \ )'III.•.,.1...............1.1,,.:.,1 • .11.11.1::1.:::1'•:1, II /IIIIIIIIIrrJ1 r1 r1I... ,.,. I.':' • ' 1,It1.•. •,.11.11.1 .1 •It 11 .1•.11 .., .. 111.. 11.1,.... 11..1 ..... ,11• „ I \ ., •..:::,�::I.I 11::: .... .'........ .... .. I.•1.:,�:: ::: 1.: 1'::I:: ::: i':: :::::: +521118 +5 .11 4 6 VC -6 PV \ \ ...1.....•..1.1.•..,1,,11.••,1. 1. 1. 111..,....11... 11,11 , EDICATED 75 COND T\ 1..,..1r1...1.1.1..1..1......t1,1. ' \ ON UIT 0 \ \ \ 1 ........... 30'R ..1..1 ,1.1':: 30 R TORM SEWER .111.•11.1.1.11/1,1111, It 111.1111 ....,1.111..1,11 '+ } +52013 \ \ LEASE LINE 111..1.,,..11... 1.1 ....::.......11..,,..1, .,.1.1.....1..1.1,......1,•11 111.1 \ .1..,11.1.,..:::: ........... ?✓ VE C F D T \ \ \� 11:.....11..11.1. r..,1 1......1.1.1.1.11.11 \ \ \ CO IC TIO \ \ � ":�r::,�;;I;;:r:; +5221 \� \ Soo + X187 o5'R` \ \ + VDOT RI -1 ..t.t....... o71s \ \\ \ � � �. �\ +s os \ \ \ \ \ \ \ 144 \� STOP SIGN \ t1.. 11 •I...• +522186 \ \ 5x +520.34 \ W/24" WHITE i \ \ IV T)E. AL D A 5 \ STOP BAR FUTUIRE ROAD �\ \ \�- +s2o,34 i i �h98 +s21110 \ \ \ `� , INSTALL TRAFFIC �-��-- +s 4.s +520120 \ i�$ THRIIS t4OTE CONNECTION \ 5 \ BARRICADE \ `~-- BARRI 0.91 - ''r "� +�..5, 6 L- � \ + \ \ � 522152 \ \ �-- ,---- 523,64 \ \ +509.4 \ \ \ \ 6.19 ,"✓� �` 2 \ \ \ +t, �.-- +528155 +5111 3 \ \ . W. CUTIS }\ \ \ �- \ 'CERTIFICATE No. � - �/ 32.11 \ \ 522115 \ \ \ \ \� o +�"�69 +532,8 \ 8039 +531112 \ \ +499127 53 \ +51 7013 \ �- , \ s'o \ \ \ GRAPHIC SCALES 3 \ + + \ \ \ of X14 28,15 2136 + �1•59 \ \ \ \ \ 30 0 15 30 60 X20 «� - + 34'538160 s� \ ~ +512 39 \ \ \ soo 79 0 +\2 ,\ A19 0� \ \ +� 98161 +531.39 \ 0'6 \ \ \ \ \ Q� \ \ 523.72 \ \ \ \ \ �7 +533.2 \ \ \ (IN FEES �'s-27185 \ � \ \ \ +53 ,47 \ \ \ \ \ \ \ 1 inch = 30 ft. P: 9\R99 0\R99130-21L\DWG 913021S.DWG a D REVISIONS: MARCH 30, Draper .AssociatesSITE 1 LAN 2000 PER COUNTY COMMENTS SCALE: ��►-30 DESIGNED: CMS MAY 9, 2000 PER COUNTY COMMENTS - JULY 28, 2000 PER COUNTY & VDOT COMMENTS ('� - 5 DRAWN: DAA NOVEMBER 8, 2002 PER COUNTY & VDOT COMMENTS V Blacksburg • Richmond, Virginia CHECKED: PDJ NORTH FORK RESEARCH PARK, TOWN CENTER OFFICE BUILDING #2 DECEMBER 13, 2002 PER COUNTY COMMENTS ✓ ,iI 1 3 0.21 L Engineering • Surveying + Environmental Services DATE: 3/6/00 ALBEMARLE COUNTY, VIRGINIA MAY 21, 2003 PER VDOT COMMENTS PLAN N 0 . T � RQQ DECEMBER 4, 2003 PER COUNTY COMMENTS STORM SEWEIR SCHEDULE o2 DI-3C TOP=485.80 INV. OUT=481.80 i@2 DI-3C, TOP=490.701� DI-3B, TOP=520.18 EX.29EX. INLET,, TO @ 80.23 LF-15" TOP=491.20 RCP @ 2.00 %SLOPE INV. OUT=486.78 INV. OUT=516.26 ,.....O2 INV. OUT=487.20 i@2 TO® 28.20 LF 15" RCP @ 2.00 % SLOPE ® TO ® 75 LF 15" RCP @ 1.97 % SLOPE „ ,.._- -------•----'" -- .,_. _._. // / / / � f � / � ,,} 2 MH-1 TOP=490.50 EX.29 O® ..5 LF 42" RCP @ 7.24 % SLOPE ®. IN 23 =486.5 1 DI-3C, TOP=491.46 13 DI-3C, TOP=518.70 INV. IN=486.21 INV. IN=514.78 r._. ---,r._.. -- --' ✓• ._.- -- ---- _.__ _._..._._. _._. .,,.-'f r '-�, • / / J � J�' ..j � � i x(373.2 LF EX. + 140.3 LF NEW} ( ) INV. IN (Z4)=467.31 INV. IN (2)=480.19 INV. OUT=486.11 INV. OUT=514.68 - y -- _ - -- -- - MH-1 TOP492.00Esp- INV. OUT=467.21 J INV. IN (EX29)=4450.02 o Z F 1 " RCP 7.10 % SLOPE ' _ --- -- --- 2d / f l { { I -Z INV. IN (3)=483.'72 _ - (gTO (* 36.92 LF 15 RCP @ 2.Q0 /o SLOPE TO 73 L 5 C @ r .- -- ----- __ /� / % 31$ i - f ® DI-3B, TOP-495.38 INV. OUT=491.38 -- -- ----_ .,-�-- -- -- ! \ INV. IN (EX10)=4462.51 DI-3B, T P=4 3.43 1 DI-3C TOP=513.40 �.-- -`f --- �INV. IN (20)=466-49INV. OUT=449.9 ®TO i�0 50.55 LF-15" RCP @ 9.65 % SLOPE INV. IN=485.37 INV. IN=509.50 \''� N�99 685.1� J INV. OUT=485.27 INV. OUT=509.15 E 115016841/-" J If � \ \ � 1 � � � �- _.... rr o � MH-1, TOP=490.50 rr rr o L _� TO a9.5 LF-42 RCP @ 0.80 /o SLOPE o INV. IN (23)=486.5 i�0 TO®46.17 LF 15 RCP @ 2.00 /o SLOPE ®TO ®44 LF 18 RCP @ 13.75 /o SLOPE .,, INV. IN (24)=467.31 �-- % / ,A �� `\ ��., \r1 VD INV. IN (2)=480. Q �-~ "`"-- `t' �� / � \ \ \ ` `� \ `ti �,, `• ``� .- r-- -- �1`` INV. 19 3 DI-3B, TOP=493 34 1 DI-3B, TOP=512 33 / y 34$ / \ \ \ \.� o \ e \ o `QUT=467.21 INV. IN (30)=484.34 INV. OUT=S .10 . INV. IN (4)=484.34INV. OUT=502.50 "p LF-30" RCP @ 1.00 % SLOPE INV. OUT=484.24 0 TO EX.10 28 LF 24" RCP @ 14.29 /o SLOPE \`'H P=492-.0a, TO 2 52.50 LF-15 RCP @ 1.00 %SLOPE / ,.,.,.. \ `'e .-... ~- �r■ -- --- �s34A` V:3 3 =4 2 '� -- ' 910 EX. MH-1, TOP (AD3.)=504.50 JV. IN =450. DI-3C, TOP=508.00, INV. OUT=504.00 INV. IN (11)=498.50 1�� 5 / c�a c=y ,/ ` i - / ° INV. IN (EX.15)=492.00 �N�.31V (EX 2 51 -� � j �, $ 1� , CP �, / �� `- ` ��N`b.�NZ20.)=46 `- -- _ �J' O® 69.. 2 LF 15" RCP @ 9.22 /o SLOPE INV. OUT=491.90 fl 35 g / j> I j` `'�' `~ 1 ``'� `' .� `` CNV: ".JT (4)=449113 ~ `` _ _ ''� - - DI 3C, TOP-5 2.60 X. i EX. MH-1, TOP (AD].) 523.13 IN=497.55 INV.OUT=509.59 �� ` \ IN . OUT-497 45 r - . / �' \ / �. , o o ,EX.17 TO X.15 137 LF (EX) 27" RCP @ 2.14 /o SLOPE 0. CP @ 931% SLOPE TOP AD7 523 35 o EX. MH-1, ( .) _ ! 1 q�I-3B, TOP--497.68 INV. IN (16)=519.78 EXISTING 'INS. FARE HYDFiT I\ �i . ,� `� INV. IN (EX.17)=506.66 __ ,. r.- ~� `'� '�- , ��a,\ / ~� ` ,� OI�T=9Q.8$� INV. OUT=506.56\ - / J `*. LT. rTx. S.D. Es'q� �� e :- �� , f - Tq44 �r, �. � \ _ \ _ V �a�.�%��" '� �. ,. ,,� \ �,L��F�.5 R,C� � 9.22 ®/o SLOPE 1�1 DI-3B, TOP=52�4:t��0 33 \�` % `v / 1, \ ,•- ~IN \ �, \ \ INV. OUT=520.08 EX.15 TO X.10 209L 7" RCP @ 6.97% SLOPE 0 / / ✓� ✓� / 1 J t / ( �lGN EX.1 TO 2 302.67 2771 @ .71 % SLOPE STA (247,95 L -EXISTING +54.72 LF-NEW) IT �. 44 / M. J \� 0Ry CO- sro j 70 . 801 P M -5' 2 F 25 VARIABLE PfbTH tIGHT DISTANCt EASEMENT- J -- \ '� \ \ \ \ -- ,.-- / ( - CONNECT 30 RCP ~- - ,, ,, ` \ \ �. _® �� -y '"/ \ 1 / 1 \ �, �., ♦ \\ AT MANHOLE \ ST 1 NA N 268. 4 j .",,, � ,.,,♦,, ,_.._ .-- --. 1.,� E 115 493.35 f �\ \ _ _ �____ f i \ \ i \ \ \ \ ( \ 1 1 00 \ \ ! `. \ � C. ( } 1 h ` 3 � �, \ 1 \ � / "♦ / . , \ / �\ 1 1, J / o \ \ \ 1 ,gyp► - j \ ti \ �., ( �. .` \ •' �- -- ``'` --_. . -..._ ` 1`_- � 34 tc ,� .� MIN. 75.0 STORM 00.27 �►�. \ 2�" \ ,, \,� �\, ER EASEMENT RC =b- Minco . \ \ \ / , �, �, l ` `1- - `" ` o \ icy \ \ j \ \ "'' \ ``✓ 15 RCP C \\\ \ \\ \ \ \ \ 520 i 51 - \ ,�`"`,-•,, -, ., -� :� � \ _ �\ �� ,.., \�--��\,, `,, \ `�� .,�'\, \ \ \ \ < \ \ \ \ \ \ \ �, '., \ ts- 5 'Mtn. \ \\ NOTE: REMO EXISTING WATER FROM BASIN \ \ \ `\, , `- 1 1 \ `♦ `, \ , I \` \ \ \ \\ \ REMOVE ME TO WHERE CAN BE-'_1 \ \ \\ ` C= ,. \ 15 P �' \ \ \ ~` PREA`0 AN AIR RIED. CARIFY AREA WITHIN t \, o \ \ A-0.05, C.` BASIN A1gER'REMO NG SED ENT. ALLOW AREA \ \ \ \ TO Aft DRY PRIOR T BEGINN FILL OPEk%ON. \ \ tc=5iln. � \ FALL AND COMP�ACT`INSIX INCH �1f�. PROVIDE �` '`�~ \ \ �` C= J \ SE SHEET C-9 CO kAC!11QtI TE!MNG\ON LL. FILL UNTIL \ \ '� ELE N IS�CO ATI H ADJOINGINW \ O SIZING` STING -RADE LIKE D' IN, T NDS �NlL of GH \sAE\, \ \ \ \ GLENN W. CUSTIS No, 8039 30 SO \ ONAL EAG t inch 30 i 11N I!E� � DESIGNED: CMS REVISIONS: MARCH 30, 2000 PER COUNTY COMMENTS SCALE: raper AdenMAY 9, 2000 PER COUNTY COMMENTS , JULY 282000 PER COUNTY & VDOT COMMENTS DRAWN: SEK (� Blacksburg + Richmond Virginia CHECKED: PDJ NORTH FORK RESEARCH PARK, TOWN CENTER OFFICE BUILDING #2 NOVEMBER 8, 2002 PER COUNTY & VDOT COMMENTS �+ DECEMBER 13, 2002 PER COUNTY COMMENTS P 1 A N NO.. T -- R 9 913 0.21 Engineering •Surveying •Environmental Services DATE: 3/6/00 ALBEMARLE COUNTY, VIRGINIA MAY 21, 2003 PER VDOT COMMENTS 2 1 25 YEAR STORM ELEV.=464.00 12' _ I RISER W/ - I 12, _ I 4 ANTI -VORTEX DEVICE " CREST=465.00 468.0- �1 (SEE DETAIL) 2 EMERGENCY SPILLWAY 465.0 1 1 2 CREST=463.20 463.20- 2 = 1 DRY VOLUME =1567.8 CY 459.30- _ WET VOLUME =1567.8 CY 61 LF -21" CMP -1-647. SLOPE 457.60- NV.=456.00 456.00- TEMPORARY 56.00-TEMPORARY SEDIMENT BASIN DETAIL NO SCALE 3 I _ 10'�I 3 1 EMERGENCY SPILLWAY 11 - TOP OF BERM=465.00 -463.20 �— 18" CLASS I RIPRAP RIPRAP EMERGENCY SPILLWAY NO SCALE PRESSURE RELIEF HC O -li-Ir %2 » DIA / II t� II 1 A II A � II tl SUPPOiRT BAR (#6 REBAR MIN.) PLAN 72" WELDED TACKWELD ALL 30" RISER AROUND 17" 25" I I 8"MIN. SUPPORT BARS I ATTACHED #6 X 12" SPACER BAR I 30" CMP I (TYPICAL) I RISER I SUPPORT BAR I I (#6 REBAR MIN.) I I SECTION A—A ISOMETRIC NOTES: 1. TOP IS 14 GAGE CORRUGATED METAL OR 'A " STEEL PLATE. PRESSIURE 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 %e " 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 NO SCALE PROVIDE ADEQUATE STRAPPING l— POLYETHYLENE CAP jF"FERNCO 5"PERFORATED POLYETHYLENE DRAINAGE TUBING DRY STORAGE 30" CMPELEV.= 459.30 RISER SME" COUPLING WET STORAGE C SCHEDULE 40 STUB 1 FOOT MINIMUM TSB ORIFICE DETAIL NO SCALE TEMPORARY SEDIMENT BASIN RISER ANCHOR DETAIL NO SCALE YELLOW CURBLINE NO PARKING FIRE LANE (LETTERING MIN. 12" IN HEIGHT) (OR) YELLOW CURBLINE W W ® Q U.Q Q. (LETTERING MIN. 12" IN HEIGHT) FIRE LANE PAINT STRIPING DETAIL NO SCALE 12" Draper Aden Associa tes Blacksburg + Richmond, Virginia Engineering + Surveying + Environmental Services FIRE LANE SIGN NO SCALE 2" SM -2A 3" B-3 -, 3" SM -2A 8" 21-B STONE r 8" 21-B STONE COMPACTED SUBGRADE COMPACTED SUBGRADE TYPICAL HEAVY DUTY TYPICAL REGULAR DUTY ASPHALT (DRIVE AISLES) ASPHALT (PARKING SPACE NO SCALE NO SCALE FINISHED SURFACE ,,--(REFER TO SITE PLAN) s1•.1 . 1 ox+riy 111S �.A�'�+< j�lfj j1FI'ri ��t9�k Illtl +,ll N ;��l�S.f1111.+ I M t 9 FLOOR ftl- I+•lI'Il �1111tlrjft'fl+•r�l�i�Ylfjt<11�•��Il<I�f1DI�I�� i�.r�ilff�src%l+1.sibleslel;�-.21ti6:4nSlsi!�es. <i SG 72• PULLING IRONS ---NOTE 6 r-----1 IN 122 --•---iI2° r• -�---t it I IN 11 ------ t 1 11 1 1 1 LOIS]r NO SCALE (3)- 3/8" ANCHOR BOLTS N EENAH iR-7514 VALVE HANDHOLE FRAM & LID PAVEMENT 24" X 24' X 6" CONCRETE SLAB 7 4" 21-B CLEANOUT WITH CAP. —8 CLEANOUT TO BE SAME SIZE AS LATERAL CLEANOUT IN PAVED AREA NO SCALE V_0" RESERVED PARKING R7-8 ADA PARKING SIGN <a) ON VAN ACCESSIBLE VAN SPACES ONLY a ACCESSIBLE fO i� LETTERING GREEN PENALTY BACKGROUND WHITE 5100—$500 FINE ;o TOW -AWAY ZONE z ADA VAN ACCESSIBLE SIGN NO SCALE DESIGNED: CMS DETAILS DRAWN: DAA CHECKED: GWc NORTH FORK RESEARCH PARK, TOWN CENTER OFFICE BUILDING #2 DATE: 3/6/00 ALBEMARLE COUNTY, VIRGINIA FINISHED FINISHED SURFACE (REFER TO SITE PLAN) .Yrfil'yteil lGrlrw w!`f f6,lf 1 f, '•rei!� M<r frtrl:' 4i`7` r<!f �r,/�. ll�.�ll rtl, Ertl<I�1tI �illil li�'.i�flroll <sy rsli 1 p�v�/�r��+!tll�v�f•'<!1<iri tSot�l+'�l i��Ilr f+rr`f<lir�lf��tisrli< Sf%t l�¢��vl �✓��4 11 >, r NO SCALE GRADE 12" X 12" X 4' CONCRETE SLAB CLEANOUT W/RECESSED CAP. CLEANOUT TO BE SAME MATERIAL AS LATEIRAL CLEANOUT IN GRASSED AREA NO SCALE Subbase 1 When this standard is to be tied into existing barrier curb, the transition is to be made within Id or the change in standards mode at regular openings. This curb shall be used when design speed is greater than 40 MPH on Rural highways and 45 MPH in developed Urban and Suburban areas. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. -- 4" „ CONCRETE IS TO BE CLASS A3 IF 2R CAST IN PLACE, 4000 PSI OF PRECAST. io "• 1 4" 21 B ' 4 1-6 T 2'-�I 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 NO SCALE la„ l.Iw 11^1r ,-A 11 ww.A11A,1 N 6" AS SHOWN ON PLANS 1 6" 5" A3 CONCRETE 6" 21-B STONE COMPACTED SUBGRADE TYPICAL SIDEWALK SECTION NO SCALE NOTES This item may be precast or cost in place. Concrete to be Class A3 if cost in place, 4000 PSI if precast. Curb having a radius of 300 ft. or less (along face of curb) will be paid for as radial curb. The depth of curb may be reduced as much as 3" (13`idepth)or increased as much as 3"(19"depth) in order that the bottom of curb will coincide with the top of a course of the pavement substructure. Otherwise the depth is to be Was shown. No adjustment in the pace bid is to be made for a decrease or an increase in depth. STANDARD 4" CURB (CG -3) NO SCALE -4 „ THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2"R CONCRETE IS TO BE CLASS A3 IF \ \�/ p CAST IN PLACE, 4000 PSI IF PRECAST. 4" 21 B 6” 2,-o„ 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) NO SCALE 36" - #4 REBAR DRIVEN TO ANCHOR WHEEL STOP 1 WHEEL STOP DETAIL NO SCALE 1� 111 Itil ?� _PL uI uI 1 1 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 CG -6 OR CG -6R AS REQUIRED - G v •4 I _ — a G P v � P 1 N L.-- -r N I M t 9 FLOOR NOTE 6\ s°urniD�° a 72• PULLING IRONS ---NOTE 6 r-----1 IN 122 --•---iI2° r• -�---t it I IN ------ t K6" 21-B COMPACTED SUBGRADE TYPICAL SIDEWALK DETAIL z NO SCALE r t t 1 0"25` 1/2q _ I2'i 25• ' S" III T I• 1 • i 1 i I t t I tDI I I WALL $ L _`� 1 1 i INSERT • NOTE 4 I n 1 ! t 1 I F i I• I• ► r 1 I I t 1 1 t t r I r t 78" - - I 48- WALL 1C NOTES: I. MANHOLE LOADING H-20 BRIDGE SPECIFICATIONS. 2 FT. MINIMUM OVERBURDEN. 2. MINIMUM ROOF AND WALL THICKNESS IS 6" EXCEPT FOR KNOCKOUT WINDOWS. 3. GROUND ROD HDLES-I" DIAMETER -4 REQUIRED" 4. INSERTS- >J" I.O. X 2Y4" DEEP -48 REQUIREO, 2%1' SPACING. S. PULLING IRONS %" STEEL BAR, GALVANIZED -•4 REOUIREO. 6. SUMP TO ACCEPT COMPANY'S STANDARD MANHOLE SUMP GRATING. 7. WALLS A AND 8 SHOW INSERT DETAILS, WALLS C AND 0 SHOW WINDOW DETAILS, S. MINIMUM EARTH COVER OVER MANHOLE IS 24 ;IN. I. COLLARS ARE NECESSARY TO EXTEND OPENING TO SURFACE. PRECAST VEPCO MANHOLE NO SCALE REVISIONS: MARCH 30, 2000 PER COUNTY COMMENTS SCALE: AS SHOWN MAY 9, 2000 PER COUNTY COMMENTS JULY 28, 2000 PER COUNTY & VDOT COMMENTS NOVEMBER 8, 2002 PER COUNTY & VDOT COMMENTS DECEMBER 13, 2002 PER COUNTY COMMENTS MAY 21. 2003 PER VDOT COMMENTS 1 � 1 J OF ze r GLENN W. CUSTIS No. 8039 .ePO 4�sst ONAL P:\PROJECTS\R99\R99130\R99130-21\CAD\99130DT1.DWG C-7 SANIT sao 530 • ARY SEWER PROFILES L ZiJ BIZ WICK II DRAWN: DAA CHECKED: GWC DATE: 5/15/00 z J > W � W _ W Q di— .= to M CSL O001 o + +GV �^ 1 o O + _ _._ N + V) .._...w.„�».. 11 ._......._..._...__,�. O V) ROSED_ RADE—_ MI�T--SAFE-T1��-SLAB_,BEL{}Nf.�..._»..._ L.F.a/A,TION-4�QD0:RALS.ELOW THI.5ELEVA_- rE LARGE (+30") AND IN CLOGGING. A BOLT ON_.ARE TQO WILL RESULT -DOWN PR GRADE POSED NOTE EXI. GRA -- _ E PROPOSED GRA E ca Ln to CD- CIE:: 00 u �z CD CO EXI N 114 DE ._.._..._..._._ � u CL �CIO coO ,._,�._.._.._....�.___..._»_..,...__....._..._...._»�_ S=7.3829 II v N c�VN II p Z Z Z p € —@ 9:65-%- OE D=8in.SDR 35 PVC II d-C�io� n li II 00 xx N- e►' d' CL GRADE .—.._L=366.84 TH ;7� DROP MANHOLE PER SA-DETA]L--M" a; o �n Lo LO L ZiJ BIZ M 11 NOTE: 3 FT. MINIMUM COVERAGE REQUIRED ABOVE WATERLINE. >TING ,DE 10+00 10+50 WATERLINE PRO FYLE NOT TO SCALE raper Aden associates Blacksburg • Richmond, Virginia Engineering • Surveying • Environmental Services DESIGNED: WICK II DRAWN: DAA CHECKED: GWC DATE: 5/15/00 z J > W � W _ W Q di— .= to M CSL O001 o + +GV �^ 1 o O + _ _._ N + V) .._...w.„�».. 11 ._......._..._...__,�. O V) ROSED_ RADE—_ MI�T--SAFE-T1��-SLAB_,BEL{}Nf.�..._»..._ L.F.a/A,TION-4�QD0:RALS.ELOW THI.5ELEVA_- rE LARGE (+30") AND IN CLOGGING. A BOLT ON_.ARE TQO WILL RESULT -DOWN PR GRADE POSED NOTE EXI. GRA -- _ E M 11 NOTE: 3 FT. MINIMUM COVERAGE REQUIRED ABOVE WATERLINE. >TING ,DE 10+00 10+50 WATERLINE PRO FYLE NOT TO SCALE raper Aden associates Blacksburg • Richmond, Virginia Engineering • Surveying • Environmental Services DESIGNED: WICK II DRAWN: DAA CHECKED: GWC DATE: 5/15/00 PROFILES NORTH FORK RESEARCH PARK TOWN CENTER OFFICE BUILDING #2 ALBEMARLE COUNTYO VIRGINIA 505 • • 1 STORM SEWER PROFILES 500 475 STORM SEWER PROFILES M .= O M CSL +GV �^ o_._ I_ _. _ _ _ S j IIF -p .___._.MF _ _ _ `- �#- ��II __ �._____ _ _ CJ -off _ _._ N + th__ --jU-) mII .._...w.„�».. 11 ._......._..._...__,�. O J_____.....,»......_....._»,_,...__._._.._______,_._._..._._._.. ROSED_ RADE—_ MI�T--SAFE-T1��-SLAB_,BEL{}Nf.�..._»..._ L.F.a/A,TION-4�QD0:RALS.ELOW THI.5ELEVA_- rE LARGE (+30") AND IN CLOGGING. A BOLT ON_.ARE TQO WILL RESULT -DOWN PROPOSED GRA E ca Ln CD- CIE:: 00 u �z CD CO EXI N GR DE �CIO coO O II v N c�VN II p Z Z Z p € —@ 9:65-%- OE II d-C�io� n li II 00 xx N- 500 475 STORM SEWER PROFILES 500 475 STORM SEWER PROFILES NOTE: PIPES IN EXCESS OF 30' DEEP REQUIRE SPECIAL DESIGN, TO BE IN ACCORDANCE w/ SECTION 105 OF VDOT ROAD AND BRIDGE SPECIFICATIONS, SPECIAL DESIGN CONCRETE PIPE, METHOD "A" BEDDING. Id TJ A C 9 o HORIZONTAL GRAPHIC SCALE 120 IN FEET I inch = 30 fL VERTICAL GRAPHIC SCALE S 0 2.5 5 10 20 REVISIONS: MARCH 30, 2000 PER COUNTY COMMENTS SCALE: AS SHOWN MAY 9, 2000 PER COUNTY COMMENTS JULY 28, 2000 PER COUNTY & VDOT COMMENTS NOVEMBER 8, 2002 PER COUNTY & VDOT COMMENTS T DECEMBER 13, 2002 PER COUNTY COMMENTS � � N N ®• 1 - R 9 913 0.21 L MAY 21, 2003 PER VDOT COMMENTS (INS) 1 inch = 5 fL P: N:LTH pF GLENN W. CUSTIS 9 No. 8039 Z02 � ��-X; SIONAL E� C-9 M .= O M CSL Q.,��....._.._._.._._ _ _ O 0c, .._...w.„�».. 11 ._......._..._...__,�. O J_____.....,»......_....._»,_,...__._._.._______,_._._..._._._.. PROPOSED GRA E CD CO EXI N GR DE �CIO coO O II v N c�VN II p Z Z Z p NOTE: PIPES IN EXCESS OF 30' DEEP REQUIRE SPECIAL DESIGN, TO BE IN ACCORDANCE w/ SECTION 105 OF VDOT ROAD AND BRIDGE SPECIFICATIONS, SPECIAL DESIGN CONCRETE PIPE, METHOD "A" BEDDING. Id TJ A C 9 o HORIZONTAL GRAPHIC SCALE 120 IN FEET I inch = 30 fL VERTICAL GRAPHIC SCALE S 0 2.5 5 10 20 REVISIONS: MARCH 30, 2000 PER COUNTY COMMENTS SCALE: AS SHOWN MAY 9, 2000 PER COUNTY COMMENTS JULY 28, 2000 PER COUNTY & VDOT COMMENTS NOVEMBER 8, 2002 PER COUNTY & VDOT COMMENTS T DECEMBER 13, 2002 PER COUNTY COMMENTS � � N N ®• 1 - R 9 913 0.21 L MAY 21, 2003 PER VDOT COMMENTS (INS) 1 inch = 5 fL P: N:LTH pF GLENN W. CUSTIS 9 No. 8039 Z02 � ��-X; SIONAL E� C-9 4*1 520 515 510 505 500 495 490 485 480 465 460 455 STORM SEWER PROFILES I.AM�F_E_TY_.SLAB 470_00. ELEVATION 470.00. .BEL.QW LA _RAL.S LATERALS, BELEVATION LOW THIS ELEVATI BELOW THIS ELEVATI N ARE T00 N ARE T00 LARGE �+30�D LARG +30�D LL RESULT LL RESULT iN""CCOGGtNG: A=� iN-CCOGG(RG: 'XC T= DOWN— i I E SLOPE ® 1.97 SLOP - 0 O - ira li 1 •mooAtm e•• Ili 1i wn� I.AM�F_E_TY_.SLAB 470_00. ELEVATION 470.00. .BEL.QW LA _RAL.S LATERALS, BELEVATION LOW THIS ELEVATI BELOW THIS ELEVATI N ARE T00 N ARE T00 LARGE �+30�D LARG +30�D LL RESULT LL RESULT iN""CCOGGtNG: A=� iN-CCOGG(RG: 'XC T= STORM SEWER PROFILES 00 CD CD rn rn PROPO ED GRADE EXISTING 73 L -15" RCP 75 LF -15" RC CD 7.'0Ln =25 % 10+00 11+00 12+00 510 505 470 STORM SEWER PROFILES C) .� + � PIPE DESIGN TO BE IN ACCORDANCE SECTION 105 OF VDOT ROAD AND BRIDGE SPECIFICATIONS, SPECIAL DESIGN --------GRA DE ------ -CONCRETE ___._ONCRETE PIPE, METHOD "A" BEDDING. ._....�...�..._. _.�. -------------PROP©S / OMLT__SAF..EIY... ELEVATION 47).00. LATERALS BELOW THIS _.._____._._•. __ ._..-..... _ Ny`CL�GGING: -�_�'�BOtT'=�fl0� __ .._..,:.____. ___.____ �..__ .__�,. ..�...._. _.�._... IMANHOL-E--C-OVER-4S-REQUI,RED-;---------- OUTLE'r 19 1.5 LF -42 RCP140.3 LF -NEW --42" RCP373.2 LF -EXISTING -42" RCP PROTECTION ®0.80 SL PE ® 7.24 SLOP @ 7.24% SLOPE SLOPE ® 1.97 SLOP - 0 O O - - O 10+00 11+00 12+00 510 505 470 STORM SEWER PROFILES C) .� + � PIPE DESIGN TO BE IN ACCORDANCE SECTION 105 OF VDOT ROAD AND BRIDGE SPECIFICATIONS, SPECIAL DESIGN --------GRA DE ------ -CONCRETE ___._ONCRETE PIPE, METHOD "A" BEDDING. ._....�...�..._. _.�. -------------PROP©S / OMLT__SAF..EIY... ELEVATION 47).00. LATERALS BELOW THIS _.._____._._•. __ ._..-..... _ Ny`CL�GGING: -�_�'�BOtT'=�fl0� __ .._..,:.____. ___.____ �..__ .__�,. ..�...._. _.�._... IMANHOL-E--C-OVER-4S-REQUI,RED-;---------- OUTLE'r 19 1.5 LF -42 RCP140.3 LF -NEW --42" RCP373.2 LF -EXISTING -42" RCP PROTECTION ®0.80 SL PE ® 7.24 SLOP @ 7.24% SLOPE 11+00 12+00 13+010 �. 1.. ,.. 15+00 NOTE: PIPES IN EXCESS OF 30' DEEP REQUIRE SPECIAL DESIGN, TO BE IN ACCORDANCE w/ SECTION 105 OF VDOT ROAD ANID � BRIDGE SPECIFICATIONS, SPECIAL DESIGN CONCRETE PIPE, METHOD »A» BEDDING. ALL MANHOLES OR INLETS EXCEEDING 12 FEET IN DEPTH WILL HAVE SAFETY SLABS (SL -1) INSTALLED AS SHOWN ON VDOT DETAIL 106.14. HORIZONTAL GRAPHIC SCALE 30 0 15 30 80 120 IN FEET ) 1 inch = 30 ft VERTICAL GRAPHIC SCALE 5 0 28 5 10 20 1N FEET ) 1 inch = 5 ft b ,yTx of yrs GLENN W. CUSTIS No, 8039 ANAL P:\PRO,IECiS\R99\R99130\R99130-21 \DWO\R99130-21prf. "raper Aden AssociatesDESIGNED: WCK II PROFILES REVISIONS:MAY MARCH 30, 2000 PER COUNTY COMMENTS SCALE: AS SHOWN DRAWN: DAA JULY 28? 2000 PERPERCOUNTY & COMMENTS VDOTT COMMENTS r Blacksburg* Richmond Virginia CHECKED: Gwc NORTH FORK RESEARCH PARK TOWN CENTER OFFICE BUILDING #2 NOVEMBER $, 2002 PER COUNTY & VDOT COMMENTS �+ � DECEMBER 13, 2002 PER COUNTY COMMENTS PLAN A N 1r,1 r'1 T •� R J g 130.21 L Engineering •Surveying •Environmental Services DATE: 5/15/00 ALBEMARLE COUNTY, VIRGINIA MAY 21, 2003 PER VDOT COMMENTS �y ��j j� j , 11+00 12+00 13+010 �. 1.. ,.. 15+00 NOTE: PIPES IN EXCESS OF 30' DEEP REQUIRE SPECIAL DESIGN, TO BE IN ACCORDANCE w/ SECTION 105 OF VDOT ROAD ANID � BRIDGE SPECIFICATIONS, SPECIAL DESIGN CONCRETE PIPE, METHOD »A» BEDDING. ALL MANHOLES OR INLETS EXCEEDING 12 FEET IN DEPTH WILL HAVE SAFETY SLABS (SL -1) INSTALLED AS SHOWN ON VDOT DETAIL 106.14. HORIZONTAL GRAPHIC SCALE 30 0 15 30 80 120 IN FEET ) 1 inch = 30 ft VERTICAL GRAPHIC SCALE 5 0 28 5 10 20 1N FEET ) 1 inch = 5 ft b ,yTx of yrs GLENN W. CUSTIS No, 8039 ANAL P:\PRO,IECiS\R99\R99130\R99130-21 \DWO\R99130-21prf. "raper Aden AssociatesDESIGNED: WCK II PROFILES REVISIONS:MAY MARCH 30, 2000 PER COUNTY COMMENTS SCALE: AS SHOWN DRAWN: DAA JULY 28? 2000 PERPERCOUNTY & COMMENTS VDOTT COMMENTS r Blacksburg* Richmond Virginia CHECKED: Gwc NORTH FORK RESEARCH PARK TOWN CENTER OFFICE BUILDING #2 NOVEMBER $, 2002 PER COUNTY & VDOT COMMENTS �+ � DECEMBER 13, 2002 PER COUNTY COMMENTS PLAN A N 1r,1 r'1 T •� R J g 130.21 L Engineering •Surveying •Environmental Services DATE: 5/15/00 ALBEMARLE COUNTY, VIRGINIA MAY 21, 2003 PER VDOT COMMENTS �y ��j j� j , 525 515 510 500 495 490 485 465 rA i 450 445 440 STORM ` PROFILEK"!.. - r- OMIT Dr(.L JL 1 er Aden /�, ssociates Blacksburg Richmond Virginia Engineering ♦Surveying ♦Environmental Services FE_T _._.SLABS__BELO_ _.______ ELEV TIN 470.00.LATER LS BELO IS ELEVATION AR TOO LARG +"Y AND4 WILL R SULT tN�CL" 11GG""A BdL�I`="D m V r . - m .-- V EXISTING GRADE_ ��,�./._,.�� .._._ __ - ___ _..._..___..�......_...._ 54.72 LF -NEW 247.9 LF -EXISTING 209 LF- XISTING 37 LF -EXISTING 27" RCP 0 2 " RCP 0 27" RCP 0 27" RCP 09.71 o SLOPE 9.71 o SLOPES LO P E 2.14% SLOPE Ln gym_ - _ _ _ N _ _ _ _ _ ._ _ _ _ _ _ _ _ ^¢ rn Lq LO _ LO C> 10+00 11+00 12+00 13+00 14+00 15+00 16+00 515 510 STORM SEWER PROFILES Dr(.L JL 1 er Aden /�, ssociates Blacksburg Richmond Virginia Engineering ♦Surveying ♦Environmental Services DESIGNED: WCK II DRAWN: DAA CHECKED: Gwc DATE: 5/15/00 '_WA__ "MANHO f-tRST STAGE AT-MSRNG-€ FYI Q-91 E_ STRUCTURE 22 `A -CONSTRt C`MN.'---M ttNT WALt--UPITIL-- TEM --IS A.__ N- �OtfTf� - PE-RATIONAL-ERQM C-1 1 i 54.72 LF -NEW 247.9 LF -EXISTING 209 LF- XISTING 37 LF -EXISTING 27" RCP 0 2 " RCP 0 27" RCP 0 27" RCP 09.71 o SLOPE 9.71 o SLOPES LO P E 2.14% SLOPE Ln gym_ - _ _ _ N _ _ _ _ _ ._ _ _ _ _ _ _ _ ^¢ rn Lq LO _ LO C> 10+00 11+00 12+00 13+00 14+00 15+00 16+00 515 510 STORM SEWER PROFILES NOTE: PIPES IN EXCESS OF 30' DEEP REQUIRE SPECIAL DESIGN, TO BE IN ACCORDANCE w/ SECTION 105 OF VDOT ROAD AND BRIDGE SPECIFICATIONS, SPECIAL. DESIGN CONCRETE PIPE, METHOD "A" BEDDING. ALL MANHOLES 12 FEET IN DEPTH WILL HAVE SAFETY SLABS (SL -1) INSTALLED AS SHOWN ON VDOT DETAIL 106.14. HORIZONTAL GRAPHIC SCALE 5 ( IN FEET ) 1 inch = 30 ft VERTICAL GRAPHIC SCALE 5 10 ( IN FEET ) 1 inch = 5 ft P:\PROJECTS\R99\R99130\R99130-21\DWG\R9913D-21prf.dwg Dr(.L JL 1 er Aden /�, ssociates Blacksburg Richmond Virginia Engineering ♦Surveying ♦Environmental Services DESIGNED: WCK II DRAWN: DAA CHECKED: Gwc DATE: 5/15/00 PROFILES NORTH FORK RESEARCH PARK TOWN CENTER OFFICE BUILDING #2 ALBEMARLE COUNTY, VIRGINIA REVISIONS: MARCH 30, MAY 9,0PER COUNTY COMMENTS JULY 28 2000 PER COUNTY & VDOT MCO COMMENTS 8, 2002 PER COUNTY & VDOT COMMENTS R NOVEMBER NOVEMBE DECEMBER 13, 2002 PER COUNTY COMMENTS MAY 21, 2003 PER VDOT COMMENTS SCALE: AS SHOWN C-1 1 P L A N N o. T- R 9 913 0.21 L �y •— m V r . - m .-- V r- c6 CU LO Q Q PROPOSED ___--GRADS ----GRADE- EXISTING EXISTING GRADE F-_T5.0_ M _ __.._.�...__.... 60) �-_...1�...w...._.�...�.,.__. i• O OR _.�. �. si• 00 �.__._ am LA NOTE: PIPES IN EXCESS OF 30' DEEP REQUIRE SPECIAL DESIGN, TO BE IN ACCORDANCE w/ SECTION 105 OF VDOT ROAD AND BRIDGE SPECIFICATIONS, SPECIAL. DESIGN CONCRETE PIPE, METHOD "A" BEDDING. ALL MANHOLES 12 FEET IN DEPTH WILL HAVE SAFETY SLABS (SL -1) INSTALLED AS SHOWN ON VDOT DETAIL 106.14. HORIZONTAL GRAPHIC SCALE 5 ( IN FEET ) 1 inch = 30 ft VERTICAL GRAPHIC SCALE 5 10 ( IN FEET ) 1 inch = 5 ft P:\PROJECTS\R99\R99130\R99130-21\DWG\R9913D-21prf.dwg Dr(.L JL 1 er Aden /�, ssociates Blacksburg Richmond Virginia Engineering ♦Surveying ♦Environmental Services DESIGNED: WCK II DRAWN: DAA CHECKED: Gwc DATE: 5/15/00 PROFILES NORTH FORK RESEARCH PARK TOWN CENTER OFFICE BUILDING #2 ALBEMARLE COUNTY, VIRGINIA REVISIONS: MARCH 30, MAY 9,0PER COUNTY COMMENTS JULY 28 2000 PER COUNTY & VDOT MCO COMMENTS 8, 2002 PER COUNTY & VDOT COMMENTS R NOVEMBER NOVEMBE DECEMBER 13, 2002 PER COUNTY COMMENTS MAY 21, 2003 PER VDOT COMMENTS SCALE: AS SHOWN C-1 1 P L A N N o. T- R 9 913 0.21 L �y ... � .. .. S ? +4 ...- .., ... ..... ...... �.:- .. - r 1+ ., ..- .....- f.r' _. I .. ... . ... .. ...... .. . i t _..- ....-- .., ^". � ., . .. r ' � ` 'j S ? +4 { '0.0 '0.0 '0.0 '0.0 0.0 N TYPES "A", "D" TYPES "B", "C" LUMINAIRE SCHEDULE Aden Asn---locia-Aes o r "°tee ^ as�`' NJP Symbol Label Qty Catalog Number Description Lamp PDJ _ 3/6/00 NORTH FORK TOWN CENTER SITE 1.8 fc A 7 KING K56 -C -R- 8 SIDE TUTOR VERTICAL TYPE A AROUND BLDG File Lumens LLF Watts 4.w 8.8:1 4.1:1 SAR-V-175MH-IES LAMP, TOP TYPE V DARK SKIES REFLECTOR MOUNTED MVR -175/U C8327.ies 14400 0.72 213 24.7:1 '.',.t A CUTOFF ON 12' CONCRETE 13.5 13.5 0.0 0.0 4 A 246.5 KB F 11 -G -BB 1-K8 13.5 13.5 0.0 El IB 9 KSF2 400M R4SC AREA LIGHT WITH TYPE ONE 400 -WATT CLEAR 13.5 0.0 0.0 6 A 379.5 4, CUTOFF REFLECTOR, FLAT GLASS LENS. ED -28 METAL HALIDE, 93041301.ies 32000 0.72 455 t 7 D 285.8 210.5 HORIZONTAL POS. 13.5 198.9 0.0 D 2 KING K56 -C -R -III- 175MH 8 SIDE TUTOR VERTICAL 13.5 13.5 197.5 0.0 9 A 413.7 LAMPTYPE III REFRACTOR MVR -175 / U K56-IAC3.IES 14400 0,72 213 ' C 17 KSF2 400M R4W ARM MOUNTED PREMIUM CUTOFF ONE 400 -WATT CLEAR 30.0 180.6 0.0 11 B 576.0 W/R4W REFL, CLEAR ED -28 METAL HALIDE, HORIZONTAL POS, It18509.ies 32000 0.72 465 0.0 12 B 647.3 GLASS FLAT LENS. 30.0 30.0 195.9 t ;<u M S KIR ft 0 Nia Aden Asn---locia-Aes o r "°tee ^ as�`' NJP No. DRAWN: DAA Max Blacksburg • Richmond, Virginia Engineering * Surveying • Environmental S�rvices CHECKED: DATE: PDJ _ 3/6/00 NORTH FORK TOWN CENTER SITE 1.8 fc .._ W N Jar � M?arse. LC N / A TYPE A AROUND BLDG 1.7 fc 3.5 fc 0.4 fc 8.8:1 4.1:1 PARKING LOT ONLY 3.2 fc 7.4 fc 0.3 fc 24.7:1 '.',.t A 288.6 390.7 4:;kD1aEwej'"1 Aden Asn---locia-Aes DESIGNED: NJP No. DRAWN: DAA Max Blacksburg • Richmond, Virginia Engineering * Surveying • Environmental S�rvices CHECKED: DATE: PDJ _ 3/6/00 (Plan View '0.0 .Scale 1"=30' LIGHTING PLAN NORTH FORK RESEARCH PARK, TOWN CENTER OFFICE BUILDING #2 ALBEMARLE COUNTY, VIRGINIA 30 SURFACE SCHEDULE Reflectances Name Front Back NORTHFORK TOWN 3% 3% CENTER STATISTICS No. Description Avg Max Min Max/Min Avg/Min NORTH FORK TOWN CENTER SITE 1.8 fc 7.4 fc 0.0 fc N / A N / A TYPE A AROUND BLDG 1.7 fc 3.5 fc 0.4 fc 8.8:1 4.1:1 PARKING LOT ONLY 3.2 fc 7.4 fc 0.3 fc 24.7:1 10.8:1 0.0 GRAPHIC SCALE 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. LUMINAIRE LOCATIONS No. Label X Location Y Z MH Orientation Tilt 1 A 261.1 291.1 13.5 13.5 0.0 0.0 2 A 274.3 340.6 13.5 13.5 0.0 0.0 3 A 288.6 390.7 13.5 13.5 0.0 0.0 4 A 246.5 246.0 13.5 13.5 0.0 0.0 5 A 392.1 308.1 13.5 13.5 0.0 0.0 6 A 379.5 258.6 13.5 13.5 0.0 0.0 7 D 285.8 210.5 13.5 13.5 198.9 0.0 8 D 323.5 199.0 13.5 13.5 197.5 0.0 9 A 413.7 397.3 13.5 13.5 0.0 0.0 10 B 494.7 417.2 30.0 30.0 180.6 0.0 11 B 576.0 384.4 30.0 30.0 189.9 0.0 12 B 647.3 362.6 30.0 30.0 195.9 0.0 13 B 715.2 334.6 30.0 30.0 199.6 0.0 14 B 779.2 301.0 30.0 30.0 210.1 0.0 15 B 836.9 259.4 30.0 30.0 209.8 0.0 16 C 507.8 258.8 30.0 30.0 -72.9 0.0 17 C 522.9 308.3 30.0 30.0 -75.6 0.0 18 C 493.8 208.0 30.0 30.0 -76.2 0.0 19 C 562.2 187.2 30.0 30.0 -74.2 0.0 20 C 575.2 239.5 30.0 30.0 -75.1 0.0 21 C 428.3 226.0 30.0 30.0 -74.1 0.0 22 C 444.9 280.0 30.0 30.0 -73.3 0.0 23 C 766.1 142.3 30.0 30.0 -76.8 0.0 24 B 833.2 118.9 30.0 30.0 -75.6 0.0 25 B 844.0 164.4 30.0 30.0 -76.8 0.0 26 B 857.8 210.4 30.0 30.0 -74.4 0.0 27 C 778.4 187.9 30.0 30.0 -74.5 0.0 28 C 791.7 227.0 30.0 30.0 -78.4 0.0 29 C 696.4 156.2 30.0 30.0 -71.9 0.0 30 C 629.2 173.5 30.0 30.0 -77.2 0.0 31 C 711.1 206.1 30.0 30.0 -69.2 0.0 32 C 724.6 249.0 30.0 30.0 -73.8 0.0 33 C 639.5 223.0 30.0 30.0 -78.1 0.0 34 C 657.9 271.8 30.0 30.0 -80.3 0.0 35 C 591.2 293.7 30.0 30.0 -78.1 0.0 120 NOTES: 1. THE SPILLOVER OF LIGHTING FROM LUMINARIES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED j FOOT CANDLE. 2. ALL OUTDOOR LIGHTING, REGARDLESS OF AMOUNT OF LUMENS, SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICT AND AWAY FROM ADJACENT ROADS. ALL LUMINARIES WHICH EMIT 3000 OR MORE LUMENS SHALL BE FULL CUT-OFF LUMINARIES. REVISIONS: NOVEMBER 8, 2002 PER COUNTY & VDOT COMMENTS DECEMBER 13, 2002 PER COUNTY COMMENTS SCALE: 1 "=30' AvTx of vr� No. 13269 s'SjONAL P:\R99\R99130\R99130-21 L\DWG\99 1302 1 &MG L-2 FINISHED GRADE. r .'iifty NOT TO SCALE FINISHED GR If GROUNDCOVER POT, REMOVE PLANT FROM CONTAINER. FOR LAYOUT AND SPACING, SEE B/C-7 MULCH, 2" MAXIMUM PLANTING MIX COMPACTED SUBGRADE NOT TO SCALE NEW RUBBER uncr c►n in AROUND TRUN GALVANIZED W WHITE CLOTH TURNBUCKLE I FINISHED GRAI x a a 60' TYP. El a a a a a a F+] a o a a x = SPACING, SEE PLANTING SCHEDULE NOT TO SCALE SHRUB VERIFY THAT ELEVATION AT WHICH SHRUB WAS GROWN IS TOP OF ROOTBALL; PLANT TOP OF ROOTBALL AT FINISHED GRADE REMOVE TOP 1/2 OF BURLAP MULCH 2" MAXIMUM PLANTING MIX, 2'-0" MIN. COMPACTED SUBGRADE MARK NORTH SIDE OF TREE IN NURSERY AND LOCATE TO THE NORTH WHEN PLANTING. VERIFY THAT THE ELEVATION AT WHICH TREE WAS GROWN IS TOP OF ROOTBALL. PLANT ROOTBALL 2" BELOW FINISHED GRADE WATERING BASIN, 4" DEEP W/ 2" MULCH (REMOVE IN 6 MONTHS) - DO NOT PLACE MULCH WITHIN 2" OF TRUNK REMOVE TOP 1/3 BURLAP ROOTBALL SIZE VARIES SAND SETTING BED DEPTH VARIES, 2" MIN MULCH, 2" MAXIMUM 2" x 2" HARDWOOD STAKE, 30" MIN. LENGTH PLANTING MIX COMPACTED SUBGRADE NOTE: 3 GUY WIRE/STAKES SHALL BE INSTALLED EQUAL DISTANCE AROUND TREE. LIM' a "NW1 KTAT k W-1 I 1. ALL PLANT MATERIALS AND PLANTING METHODS SHALL CONFORM TO CURRENT STANDARDS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. 2. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR ONE FULL YEAR TO BE IN A HEALTHY GROWING CONDITION. PLANT MATERIALS WHICH DO NOT FULFILL THIS GUARANTEE SHALL BE REPLACED AT NO COST TO THE OWNER. REPLACEMENT SHALL BE GUARANTEED THROUGHOUT THE ORIGINAL GUARANTEE PERIOD. PLANTS THAT DIE WITHIN 60 DAYS OF INSTALLATION SHALL BE REPLACED IMMEDIATELY. 3. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL MAINTENANCE AND WATERING DURING CONSTRUCTION AND UNTIL APPROVAL AND ACCEPTANCE BY OWNER. 4. THE CONTRACTOR SHALL VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO BEGINNING WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY UTILITIES DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITIES. 5. PLANTING MIX SHALL CONSIST OF A UNIFORM MIXTURE OF 75% TOPSOIL, 20% CLEAN SAND, AND 5% COMPOSTED COW MANURE. 5. BEDS TO CONTAIN SHRUBS OR GROUNDCOVER SHALL BE TILLED TO A DEPTH OF 6" AND THE SOIL CONDITIONED BY ADDING CLEAN, COMPOSTED MANURE. BEDS SHALL BE TREATED TO ELIMINATE WEEDS AND WEED SEEDS. 6. ALL PLANTING OPERATIONS SHALL BE UNDER THE SUPERVISION OF AN EXPERIEINCED PLANTSMAN. 7. THE ONE YEAR GUARANTEE PERIOD SHALL BEGIN UPON THE OWNER'S APPROVAL AND ACCEPTANCE OF THE PLANTING INSTALLATION. THE OWNER SHALL ASSUME RESPONSIBILITY FOR MAINTENANCE INCLUDING WATERING AND WEEDING. 8. CONTRACTOR SHALL REMOVE ALL HOSE, WIRE, AND STAKES FROM TREES AT THE END OF THE ONE YEAR GUARANTEE PERIOD. SYM. QTY. BOTANICAL NAME COMMON NAME SIZE/CONDITION SPACING TREES 6000 24 ACER RUBRUM'OCTOBER GLORY' OCTOBER GLORY RED MAPLE 21/2" - 3" CAL., B&B CAROLINA SILVERBELL 0 15 FRAXINUS PENNSYLVANICA GREEN ASH 3" - 31/2" CAL., B&B 275 3300 9 HALESIA CAROLINA CAROLINA SILVERBELL 5' - 6' HT., B&B TOTAL TREE COVER PROVIDED 20,400S. + 12 PLATANUS X ACERIFOLIA LONDON PLANETREE 3" - 31/2" CAL., B&B 41 PYRUS CALLERYANP,'CHANTICLEER' CHANTICLEER PEAR 2" - 21/2" CAL., B&B SHRUBS 74 PRUNUS LAUROCERASUS 'OTTO LUYKEN' OTTO LUYKEN LAUREL 18"-24" HT., 5 GAL. CONT. 5' 0 23 VIBURNUM DENTATUM ARROWWOOD VIBURNUM 21- 21/2' HT., B&B 7' GROUNDCOVER 1-771 12,500 HEDERA HELIX ENGLISH IVY 2"-3" POTS 9" O.C. I I Sol 11 111, "em! &I kfli I II, DESCRIPTION QTY. 10 YEAR COVER (S.F.) TOTAL (S.F.) RED MAPLE 24 250 6000 GREEN ASH 15 250 3750 CAROLINA SILVERBELL 9 150 1350 LONDON PLANETREE 12 275 3300 CHANTICLEER PEAR 41 150 6000 TOTAL TREE COVER PROVIDED 20,400S. TOTAL SITE AREA (APPROX.) 10% TREE COVER REQUIRED TOTAL TREE COVER PROVIDED 200,923.65 S.F. 20,092.37 S.F. 201400 S.F. 1 TREE PER 10 PARKING SPACES REQUIRED 28 TREES REQUIRED FOR 280 PARKING SPACES NOT TO SCALE 54 TREES PROVIDED i M BLQ I•' x 0j Lr� PAUL D. J No. 13269 xi ' �� t� �`S'sIONAL ��G P:\R99\R99130\R99130-21L\DWG\991302iS.DWG Blacksburg •Richmond, Virginia Engineering •Surveying •Environmental Services DESIGNED: NJP DRAWN: DAA CHECKED: PDJ DATE: 3/6/00 LA N DS C P E DETAILS P T S C H E D lJ LE 8c LIGHTING DETAILS ' ' NORTH FORK RESEARCH PARK, TOWN CENTER OFFICE BUILDING 2 ALBEMARLE COUNTY, VIRGINIA REVISIONS: NOVEMBER 8, 2002 PER COUNTY & VDOT COMMENTS DECEMBER 13, 2002 PER COUNTY COMMENTS SCALE: NOT TO SCALE �® L N 0. — R 9130.21