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HomeMy WebLinkAboutSDP200000070 Plan - Approved 2001-02-26H PROJECT DATA: =_____ - STORM SEWER & MANHOLE 1. THE OWNER/CLIENT OF THIS PROPERTY IS: - - -G- - - UNIVERSITY OF VIRGINIA FOUNDATION o 465 CRESTWOOD DRIVE ----------W---------- P.O. BOX 400218 CHARLOTTESVILLE, VA 22903 B TELEPHONE: (804) 982-4848 ea FACSIMILE: (804) 982-4852 2. THE DEVELOPER IS: Q UNIVERSITY OF VIRGINIA FOUNDATION 0 465 CRESTWOOD DRIVE b CHARLOTTESVILLE, VA 22903 0 TELEPHONE: (804) 982-4848 -O- FACSIMILE: (804) 982-4852 3. THESE PLANS HAVE BEEN PREPARED BY: T- - -T- DRAPER ADEN ASSOCIATES . ..... -UGT- - - - 8090 VILLA PARK DRIVE - . • . . - UGP ...... - RICHMOND, VA 23228 TELEPHONE: 804) 264-2228 '0� B-1 FACSIMILE: (804) 264-8773 4. SOURCE OF INFORMATION: - - -G COUNTY RESEARCH AND/OR OWNER PROVIDED. 5. SOURCE OF SURVEY: - - - - DRAPER ADEN ASSOCIATES (FIELD SURVEY) LINE - JIM BELL (AERIAL TOPOGRAPHY) - - DATUM: USGS-NGS 29 6. NORTH FORK IS COMPRISED OF: ---------10----------- TAX MAP: 32 REDUCER PARCELS: 6A x -x -----X- x -x --- ZONING: PD -IP, THIS PROPERTY LIES WITHIN AIRPORT IMPACT AREA (AIA) A PROFFERS: AS LISTED IN PROFFER STATEMENT BY GAS LINE UNIVERSITY OF VIRGINIA REAL ESTATE FOUNDATION, ELECTRICAL LINE ELECTRICAL MARCH 21, 1996, REF. ZMA-95-04, ZMA-98-27 7. BUILDING STATISTICS: EDGE OF PAVEMENT BUILDING N0. 1 BUILDING N0, 2 BUILDING SQUARE FOOTAGE: 70,000 S.F. 40,000 S.F. FLOOR AREA RATIO: 0.41 (BASED ON LEASE AREA) 0.33 (BASED ON LEASE AREA) MAXIMUM BUILDING HEIGHT: 56.0 FT. 56.0 FT. INDUSTRIAL & COMMERCIAL USE: 0 SF LOT COVERAGE: (LEASE AREAS BUILDING No. 1 BUILDING No. 2 BUILDING: 23,333 S.F. 147 20,000 S.F. 17% PARKING AND DRIVEWAYS: 89,275 S.F. 52% 70,762 S.F. 58% LANDSCAPED AND UNDEVELOPED AREAS: 57,712 S.F. 34% 30,335 S.F. 25% MAXIMUM IMPERVIOUS AREA: 112,608 S.F. 66% 90,761 S.F. 75% LEASE AREA: 3.91 Ac. 2.78 Ac. PROPOSED USE: GENERAL OFFICE/LAB GENERAL OFFICE NOTE: HAZARDOUS MATERIALS: NO HAZARDOUS MATERIALS, IINCLUDING MEDICAL WASTES, SHALL BE DISPOSED OF WITHIN THE PROJECT. 8. PARKING STATISTICS: BUILDING NO. 1 BUILDING NO. 2 1 SPACE PER 200 SQ. FT. OF NET FLOOR SPACE 1 SPACE PER 200 SQ. FT. OF NET FLOOR SPACE GROSS FLOOR SPACE= 70,000 SQ. FT. GROSS FLOOR SPACE= 40,000 SQ. FT. NET FLOOR SPACE=80% GFS=56,000 SQ. FT. NET FLOOR SPACE=80% GFS=32,000 SQ. FT. REQUIRED SPACES: 280 REQUIRED SPACES: 160 REQUIRED LOADING SPACES: 7 REQUIRED LOADING SPACES: 4 PARKING PROVIDED: PARKING PROVIDED: REGULAR: 400 REGULAR: 163 ADA ACCESSIBLE: 13 ADA ACCESSIBLE: 5 TOTAL SPACES: 413 TOTAL SPACES: 168 LOADING SPACES: 4 (PER WAIVER REQUEST) LOADING SPACES: 4 PARKING PROVIDED: REGULAR: 563 SPACES ADA ACCESSIBLE: 18 LOADING SPACES: 8 EXCESS SPACES FOR FUTURE USE: REGULAR: 123 ADA ACCESSIBLE: 5 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. a ° 3. ALBEMARLE COUNTY SERVICE AUTHORITY, GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, JANUARY 15, 1998. 4. THE UNIVERSITY OF VIRGINIA FOUNDATION NORTH FORK DESIGN CODE, MAY 28, 1998. 10. THIS IS AN INTERNAL PARCEL TO THE NORTH FORK OFFICE PARK. ADJACENT OWNER & PARCEL INFORMATION SHOWN ON DRAWING C-2. 11. NORTH FORK RESEARCH PARK TOTAL BUILDOUT STATISTICS TOTAL SUPPORT COMMERCIAL PROVIDE SITE SQ. FOOTAGE SQ. FOOTAGE PARKING PRA BUILDING 80,000 0 373 (8 ADA, 8 LOADING) TOWN CENTER #1 69,736 0 283 (7 ADA, 6 LOADING) DISTRICT #2, BLDG. #1 70,000 0 413 (13 ADA, 4 LOADING) DISTRICT #2, BLDG. #2 40,000 0 168 (5 ADA, 4 LOADING) MICROAIRE 26,000 0 MOTION CONTROL 47,200 0 TOWN CENTER #2 70,000 0 350 (8 ADA, 6 LOADING) TOTAL BUILDOUT REMAINING: 2,740,264 OF 3,000,000 S.F. TOTAL FIRST YEAR BUILDOUT REMAINING: 240,264 OF 500,000 S.F. SQUARE FOOTAGE CONSTRUCTED PER YEAR 1996 1997 26,000 S.F. 1998 47,200 S.F. 1999 149,736 S.F. 2000* 180,000 S.F. *PROPOSED 12. WAIVERS GRANTED BY ALBEMARLE COUNTY PLANNING COMMISSION: 1. SECTION 4.2.3.2 OF THE ZONING ORDINANCE: DISTURBANCE OF CRITICAL SLOPES 2. SECTION 4.12.6.5(C) OF THE ZONING ORDINANCE: CURVILINEAR PARKING 3. MODIFICATION OF SECTION 4.12.7.2(8) OF THE ZONING ORDINANCE: LOADING SPACE REQUIREMENT e r VA L PHASING TIMING: PHASE 1: CONSTRUCTION SHALL BEGIN UPON PLAN APPROVAL PHASE 2: CONSTRUCTION SHALL BEGIN WITHIN 3 YEARS OF PLAN APPROVAL PHASE 1 & PHASE 2: SHALL BE DISTURBED DURING BOTH PHASES OF CONSTRUCTION SCALE 1 "=2500' >a CHARCOT ALBEMiES WLLE_ o r - 6p z SITE �i 0. 2 �. 9 - a. a 0 SHEET TITLE SHEET NO. COVER SHEET ............................. .......C-1 OVERALL INFORMATION SHEET ...................0-2 NOTES........................................... C-3 DEMOLIT30N AND EROSION CONTROL PLAN ........ C-4 SITE UTILITY PLAN...............................0-5 GRADING PLAN. ... o ............................. C-6 DETAILS. .................................. .C-71 C-Sf C-9 PROFILES• ............................... C-10, C-11, C-12 LANDSCAIPE & LIGHTING PLAN ...... .............. L-1 LANDSCAIPE NOTES & DETAILS . .................. .L-2 LIGHTING PHOTOMETRIC PLAN. ................. .L-3 TOTAL NUMBER OF SHEETS: 15 VirginiaDravmer Aden Associates Blacksburg + Richmond, MARCH 000 r OCTOBER r 2000 PROJECT... P EXISTING FEATURES: DROP INLET & STORM SEWER =_____ - STORM SEWER & MANHOLE _________Z(D:_________ SANITARY SEWER & MANHOLE - - -G- - - CLEANOUT o WATERLINE ----------W---------- WATER VALVE WATER METER B CHECK VALVE ea FIRE HYDRANT -� WELL (POTABLE) Q GAS VALVE 0 GAS DRIP b POWER/UTILITY POLE 0 LIGHT POLE/STREET LAMP -O- OVERHEAD POWER LINE -E- - -E- OVERHEAD TELEPHONE LINE T- - -T- UNDERGROUND TELEPHONE . ..... -UGT- - - - UNDERGROUND POWER - . • . . - UGP ...... - EDGE OF PAVEMENT SOIL BORING LOCATION '0� B-1 TELEPHONE PEDESTAL -- y- GAS LINE - - -G TREELINE GUARDRAIL - - - - SETBACK/EASEMENT/BUILD TO LINE - PROPERTY/ROW LINE - - CONTOUR ---------------------- INDEX CONTOUR ---------10----------- CURB AND GUTTER REDUCER FENCE LINE x -x -----X- x -x --- REDUCER A SIGN DEMOLITION & EROSION CONTROL REMOVE TREE REMOVE ASPHALT/GRAVEL REMOVE CURB & GUTTER SILT FENCE DIVERSION DIKE CONSTRUCTION ENTRANCE PROPOSED FEATURES: CG -6 CG -6R CONCRETE HEAVY DUTY PAVEMENT LIGHT DUTY PAVEMENT DRAINAGE DIVIDES env " PROPOSED CONTOURS 100 DROP INLET & STORM 'SEWER STORM SEWER & MANHOLE SANITARY SEWER & MXNHOLES---(--) CLEANOUT • WATERLINE W WATER VALVE 6 WATER METER G FIRE HYDRANT 4 - ROOF DRAIN RD RD FENCE CG -12 (HANDICAP RAMP) SWALE/DITCH -- y- RIPRAP [V­J� STREET LIGHT PARKING LOT LIGHT POLE STEEP SLOPE HOSE BIB LIMITS OF CLEARING & CONSTRUCTION _r FLOW LINE .. _. REDUCER A SIGN �- SPOT ELEVATION 100 GAS LINE _ G -G- G ELECTRICAL LINE ELECTRICAL E E TELEPHONE LINE T T EDGE OF PAVEMENT TREE PROTECTION TP TEMPORARY SEDIMENT BASIN SB TEMPORARY SLOPE DRAIN S --- OUTLET PROTECTION ®i INLET PROTECTION 'P DUST CONTROL SOIL STABILIZATION BLANKET & MATTING tv-VI)EFARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT s� ( IA 2 J2311D I DEPARTMENT OF ENGINEERING Z Jz, DEPARTMENT OF ZONING rA41,1z do A. 21v 1p l FIRE OFFICER Adz C,�±4a'XA_ 0A Z-LO10A 1ALMILMARLE COUNTY SERVICE AUTHORITY Al 1A VIRGINIA DEPARTMINT OF HEALTH i VIA VIRGINIA DEPARTMENT 01 TRANSPORTATION h&w (III : OFFICIAL i R\PRCVECTS\ 130\R99I30-20\M\99130200S.WW REVISION NOTES MAY 10, 2000: UPDATED ADJOINER INFORMATION, DWG. C-2 REVISED GRADING & EROSION CONTROL OUT OF ALL BUFFERS UPDATED D.B. & PG. REF. FOR ALL UTILITY EASEMENTS FIRE LANE MARKINGS GENERAL NOTES EROSION AND SEDIMENT CONTROL NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, INSPECTIONS, BONDS, AND 1. ES -1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH LOCAL AND STATE POLICY. PRIOR TO COMMENCEMENT OF ANY ENGINEER. STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT NO) LESS THAN ONE LITTER RECEPTACLE SHALL BE PROVIDED AT THE CONSTRUCTION SITE. CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS FOR SAID CONSTRUCTION SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (HEREAFTER 8. THE PLAN DOES NOT GUARANTEE THE EXISTENCE OR NON-EX!STENCE OF UNDERGROUND UTILITIES. PRIOR TO ANY AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA VR 625-02-00 ABBREVIATED VDOT). CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF, OR NON-EXISTENCE EROSION AND SEDIMENT CONTROL REGULATIONS. 2. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT 2. ES -2. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED STANDARDS AND SPECIFICATIONS OF VDOT UNLESS OTHERWISE NOTED. (1-800-552-7001). ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 9. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING U11UTIES SUFFICIENTLY AHEAD OF ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONSTRUCTION TO PERMIT REVISIONS TO THE PLANS IF NECESSARY. THE EXISTENCE AND/OR LOCATION OF UTILITIES ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING, OR OTHER CONSTRUCTION. SHOWN ON THESE PLANS MAY BE ONLY APPROXIMATELY CORRECT AND THE CONTRACTOR IS REQUIRED TO TAKE THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN 3. ES -3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. MAXIMUM ALLOWABLE FILL OR RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS OWN BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. CUT SLOPE IS 2:1, WHERE POSSIBLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. IF A UTILITY IS DAMAGED DURING CONSTRUCTION, PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP 4. ES -4. A COPY OF THE APPROVED EROSION AND SEDIMENT 5. PAVED, RIP -RAP, OR STABILIZTION MAT LINED DITCH MAY BE REQUIRED WHEN, IN THE OPINION OF THE ALBEMARLE CONTROL PLAN SHALL BE MAINTAINED ON 'THE SITE AT ALL TIMES. COUNTY DIRECTOR OF ENGINEERING, OR HIS DESIGNATE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A 10. RELOCATION OF ANY UTILITIES SHALL BE AT THE OWNER'S EXPENSE AND COMPLETED WITH THE SITE WORK. THE DRAINAGE CHANNEL. 5. ES -5. PRIOR TO THE COMMENCING LAND DISTURBING ACTIVITIES IN FOR INSPECTION BY THE OWNER AND THE PLAN APPROVING AUTHORITY. 11. THE CONTRACTOR SHALL PROPERLY SECURE THE CONSTRUCTION AREA AT ALL TIMES AGAINST UNAUTHORIZED ENTRY AREAS OTHER THAN INDICATED ON THESE (PLANS (INDICATING, BUT NOT 6. THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE SURVEY. AND SHALL ADEQUATELY PROTECT EQUIPMENT, MATERIALS, AND COMPLETED WORK FROM THEFT AND VANDALISM. THE LIMITED TO, OFFSITE BORROW OR WASTE AREAS), THE CONTRACTOR THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, AND MATERIAL SPECIFICATIONS AND SHALL OWNER IS NOT RESPONSIBLE FOR THE LOSS OF ANY MATERIAL STORED AT THE SITE. SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE NOTIFY THE OWNER AND ENGINEER OF ANY ERRORS, OMISSIONS, OR DISCREPANCIES BEFORE COMMENCING OR OWNER FOR APPROVAL BY THE PLAN APPROVING AUTHORITY. PROCEEDING WITH WORK. 17. THE CONTRACTOR SHALL PERFORM ALL WORK USING DIMENSIONS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL NOT USE SCALES, RULERS, DIVIDERS, MAP WHEELS OR OTHER MEASURING DEVICES TO DETERMINE SPATIAL RELATIONSHIPS ON THESE DRAWINGS. 18. CONTROLLED FILLS SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY METHOD 'A' PER STANDARD PROCTOR AASHTO-T99, ASTM D-698, OR VTM-1, AS APPLICABLE. DENSITY SHALL BE CERTIFIED BY A PROFESSIONAL ENGINEER. THE PREPARATION OF A GEOTECHNICAL REPORT, IF MORE STRINGENT, SHALL SUPERCEDE THE REQUIREMENTS STATED ABOVE. 19. CONTRACTOR SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITIES IN THE AREA OF PROPOSED EXCAVATING OR BLASTING AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) WORKING DAYS, PRIOR; TO COMMENCEMENT OF EXCAVATION OR DEMOLITION. 20. THE ENGINEER SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK SHOWN ON THESE PLANS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S SCHEDULE, FAILURE TO CARRY OUT THE WORK, IS NOT RESPONSIBLE FOR ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS, THEIR AGENTS AND EMPLOYEES, OR ANY OTHER PERSON PERFORMING PORTIONS OF THIS WORK. 21. THE APPROVAL OF THESE PLANS SHALL IN NO WAY RELIEVE THE CONTRACTOR, OR THEIR AGENTS OF ANY LEGAL. RESPONSIBILITY WHICH MAY BE REQUIRED BY THE CODE OF VIRGINIA OR ANY ORDINANCE ENACTED BY ALBEMARLE COUNTY. �_) 41 am Uzi 1 1:111*0 W i!j 13. MS -4. [4(4)] SEDIMENT BASINS AND TRAP'S, PERIMETER DIKES, SEDIMENT BARRIERS, AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING ACTIVITY, AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 13. MS -5. [4(5)] STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 14. MS -10. [4(10)] ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT - LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 15. MS -17. [4(17)] WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. 16. MS -18. [4(18)] ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION, OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. 6. ETHE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF 7. DEVIATIONS FROM, OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED, UNLESS OTHERWISE APPROVED BY THE GENE L WATER AND SEWER CONDITIONS ANY ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT ENGINEER. NORTH FORK RESEARCH PARK, DISTRICT 2, OFFICE BUILDINGS #1 & #2 EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING NO) LESS THAN ONE LITTER RECEPTACLE SHALL BE PROVIDED AT THE CONSTRUCTION SITE. DAY (AVG. DAILY CONSUMPTION) OF POTABLE WATER WITHOUT OBTAINING AUTHORITY. 8. THE PLAN DOES NOT GUARANTEE THE EXISTENCE OR NON-EX!STENCE OF UNDERGROUND UTILITIES. PRIOR TO ANY COUNTY APPROVAL (ZMA-95-04, PROFFER 4.4) CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF, OR NON-EXISTENCE 7. ES -7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT OF, UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES (1-800-552-7001). AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 9. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING U11UTIES SUFFICIENTLY AHEAD OF 8. ES -8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED CONSTRUCTION TO PERMIT REVISIONS TO THE PLANS IF NECESSARY. THE EXISTENCE AND/OR LOCATION OF UTILITIES 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON INTO AN APPROVED FILTERING DEVICE. SHOWN ON THESE PLANS MAY BE ONLY APPROXIMATELY CORRECT AND THE CONTRACTOR IS REQUIRED TO TAKE THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN HEREON AND ANY OTHER EXISTING UTILITIES NOT OF 9. ES -9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS OWN 5. ALL FINISHED GRADING, SODDING, SEEDING, OR PAVINGSHALL BE DONE IN SUCH A WAY TO PREVENT WATER FROM MEASURES PERIODICALLY (AT LEAST DAILY) AND AFTER EACH RUNOFF - EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. IF A UTILITY IS DAMAGED DURING CONSTRUCTION, PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP STOP WORK IMMEDIATELY AND NOTIFY THE ENGINEER. TO MAINTAIN THE EFFECTIVENESS OF THE (EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. THE CONTRACTOR WILL MAINTAIN A 10. RELOCATION OF ANY UTILITIES SHALL BE AT THE OWNER'S EXPENSE AND COMPLETED WITH THE SITE WORK. THE LOG OF INSPECTIONS, MAINTENANCE PERFORMED AND REPAIRS MADE DEVELOPER SHALL BE NOTIFIED AS TO THE RELOCATIONS REQUIRED PRIOR TO THE START OF CONSTRUCTION. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. FOR INSPECTION BY THE OWNER AND THE PLAN APPROVING AUTHORITY. 11. THE CONTRACTOR SHALL PROPERLY SECURE THE CONSTRUCTION AREA AT ALL TIMES AGAINST UNAUTHORIZED ENTRY 10. MS -1. [4(1)] PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE AND SHALL ADEQUATELY PROTECT EQUIPMENT, MATERIALS, AND COMPLETED WORK FROM THEFT AND VANDALISM. THE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE OWNER IS NOT RESPONSIBLE FOR THE LOSS OF ANY MATERIAL STORED AT THE SITE. IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER MEASURED FROM THE TOP STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED 12. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLJDING SAFETY OF ALL PERSONS AND PROPERTY; THAT (UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE 2. CONTOUR INTERVAL: 2.0 FT. SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER 1 -ND THE ENGINEER HARMLESS FROM ANY AND ALL 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. THAN ONE YEAR: LIABILTY, REAL AND ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM "THE SOLE NEGLIGENCE OF THE OWNER CR THE ENGINEER." 11. MS -2. [41,2;] DURING CONSTRUCTION OF THE PROJECT, SOIL 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE STOCKMLES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT 13. ANY DAMAGE TO EXISTING PHYSICAL FEATURES (WALKS, LIGHTS, CURBS, PLANTS, ETC.) SHALL BE THE DURING A FIXTURE EXTENSION OF THE UNE. TRAPPING MEASURES. THE CONTRACTOR I'S RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL RESPONSIBILITY OF THE CONTRACTOR. REPAIRS OR REPLACEMENT SHALL BE MADE AS NECESSARY AT NO COST TO STOCKP01� ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED THE OWNER. FROM T,iE PROJECT SITE. 14. ALL TURF AREAS THAT ARE IMPACTED OR DISTURBED BY CONTRACTOR VEHICLES, EQUIPMENT, OR ACTIVITY SHALL 12. MS -3. [4(3)] A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED BE REPAIRED, REGRADED, AND RESEEDED. ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. 15. AN APPROVED SET OF PLANS AND ALL APPLICABLE PERMITS MUST BE MAINTAINED BY AND MADE AVAILABLE AT THE PERMANF"!T VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED CONSTRUCTION SITE BY THE CONTRACTOR. UNTIL A ;XOUND COVER IS ACHIEVED THAT, IN THE OPINION OF THE DIVISION OF SOIL AND WATER CONSERVATION OF THE DEPARTMENT OF 16. BEFORE BURNING, BLASTING OR TRANSPORTATION OR STORAGE OF EXPLOSIVES, THE CONTRACTOR SHALL OBTAIN CONSER'0TION AND RECREATION, IS UNIFORM, MATURE ENOUGH TO ALL REQUIRED PERMITS. ��FESSIO��ti SURVIVE AND WILL INHIBIT EROSION. 17. THE CONTRACTOR SHALL PERFORM ALL WORK USING DIMENSIONS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL NOT USE SCALES, RULERS, DIVIDERS, MAP WHEELS OR OTHER MEASURING DEVICES TO DETERMINE SPATIAL RELATIONSHIPS ON THESE DRAWINGS. 18. CONTROLLED FILLS SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY METHOD 'A' PER STANDARD PROCTOR AASHTO-T99, ASTM D-698, OR VTM-1, AS APPLICABLE. DENSITY SHALL BE CERTIFIED BY A PROFESSIONAL ENGINEER. THE PREPARATION OF A GEOTECHNICAL REPORT, IF MORE STRINGENT, SHALL SUPERCEDE THE REQUIREMENTS STATED ABOVE. 19. CONTRACTOR SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITIES IN THE AREA OF PROPOSED EXCAVATING OR BLASTING AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) WORKING DAYS, PRIOR; TO COMMENCEMENT OF EXCAVATION OR DEMOLITION. 20. THE ENGINEER SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK SHOWN ON THESE PLANS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S SCHEDULE, FAILURE TO CARRY OUT THE WORK, IS NOT RESPONSIBLE FOR ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS, THEIR AGENTS AND EMPLOYEES, OR ANY OTHER PERSON PERFORMING PORTIONS OF THIS WORK. 21. THE APPROVAL OF THESE PLANS SHALL IN NO WAY RELIEVE THE CONTRACTOR, OR THEIR AGENTS OF ANY LEGAL. RESPONSIBILITY WHICH MAY BE REQUIRED BY THE CODE OF VIRGINIA OR ANY ORDINANCE ENACTED BY ALBEMARLE COUNTY. �_) 41 am Uzi 1 1:111*0 W i!j 13. MS -4. [4(4)] SEDIMENT BASINS AND TRAP'S, PERIMETER DIKES, SEDIMENT BARRIERS, AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING ACTIVITY, AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 13. MS -5. [4(5)] STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 14. MS -10. [4(10)] ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT - LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 15. MS -17. [4(17)] WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. 16. MS -18. [4(18)] ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION, OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. a•� oan. icrTc� aoo� aoa i sm aaa i �n_�m rnn�aa -�ronti. nwr �" r Aden Asso'wiates 1. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION LIMITS OF PAVED AREAS. NOTES REVISIONS: MARCH 30, 2000 PER COUNTY COMMENTS MAY 2000 PER COUNTY COMMENTS GENE L WATER AND SEWER CONDITIONS 2. CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE WITH THE VIRGINIA LITTER CONTROL ACT. MOTE: NO SINGLE USER SHALL REQUIRE MORE THAN 125,000 GALLONS PER NORTH FORK RESEARCH PARK, DISTRICT 2, OFFICE BUILDINGS #1 & #2 10, OCTOBER 20, 2000 PER COUNTY COMMENTS I Z (_ 1� �� Ed5 ME''' NO) LESS THAN ONE LITTER RECEPTACLE SHALL BE PROVIDED AT THE CONSTRUCTION SITE. DAY (AVG. DAILY CONSUMPTION) OF POTABLE WATER WITHOUT OBTAINING DATE: 3/6/00 ALBEMARLE COUNTY, VIRGINIA COUNTY APPROVAL (ZMA-95-04, PROFFER 4.4) 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE 3. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGE DITCH OR DRAINAGE OUTFALL. PIPE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE SHIALL BE MIN. 6" DIAMETER AND CONFORM TO VDOT STANDARD SB -1. NOTIFY ENGINEER IN ALL CASES. WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON 4. ALL BASE, SUBBASE, AND SUBGRADE MATERIAL SHALL BE COMPACTED AT OPTIMUM MOISTURE CONTENT WITHIN THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN A 2% TOLERANCE. INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 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. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. tt���� ,`1�SCE�'L�NEAVS 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER MEASURED FROM THE TOP 1. SURVEY DATUM: USGS - NGS 29. MEAN SEA LEVEL = 0.00. OF THE PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATERLINES, ETC. 2. CONTOUR INTERVAL: 2.0 FT. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 3. BENCHMARK #1: N3942596.99, El 1501680.66 BENCHMARK #2: N3942315.36, El 1502377.32 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE 1✓T F DURING A FIXTURE EXTENSION OF THE UNE. Gf GLENN W. CUSTIS n CERTIFICATE No. x 803 w ��FESSIO��ti a•� oan. icrTc� aoo� aoa i sm aaa i �n_�m rnn�aa -�ronti. nwr �" r Aden Asso'wiates DESIGNED: CMS NOTES REVISIONS: MARCH 30, 2000 PER COUNTY COMMENTS MAY 2000 PER COUNTY COMMENTS SCALE: NO SCALE C Blacksburg • Richmond, Virginia DRAWN: DAA CHECKED: GWc NORTH FORK RESEARCH PARK, DISTRICT 2, OFFICE BUILDINGS #1 & #2 10, OCTOBER 20, 2000 PER COUNTY COMMENTS I Z (_ 1� �� Ed5 ME''' �' 9 N N®. T R9130.20L PLAN Engineering a Surveying • EnvironmentalLA Services DATE: 3/6/00 ALBEMARLE COUNTY, VIRGINIA 1- -----� / " I I 1 4 / / / I f/ I I ( , --- \- - lk� - 11 f- I I / . . 1)�-w � - ) I "- I I I ) , / , 11 - 1, \�, ", \ 11 \ I N, i i I I � N:�-­ I / I -y bp. � , I / / �t -1 I ,/� \ \ \" \�, I IEROSION CONTROL NAR TWE & _---..-------- - -- I I I / / / / i �-- /;---!- i, \ \ \ �,, wt I /I, ; -/ I , f ll" , \ " , " / " , — , _ / / I / i 11 " \11"" \ \1 \11. '. �, i C I I 'E I'---- \- V�n '" 11 I , , , bc- I li5� `1 1 7��, / ,I, 1, 11. f STANDARD TREE PROTECTION NOTES p- 51. W4 0- M, 10 r " / - � / , I i - TA n k " \ - QNSTRUCT .1 F" - ; I �4� ^k I / I -j--,-' :// -1, ION SEQUE C , .� , ITS LEAR , I , q� I/ / , f / . . �� -�-- �- " / / 1. 11�, \ \. IN \" I .1 -- \ 7. TP -1 TR E PROTf-CTION DELINEATION FOR LIM OF C ING: , r, V, MIM, 1� , . i / I "..., 0 111" . I j \1 I \ � \ \1 \ "-1 i.,APRE-c�NSTRU ON CONFERENCE "AY BE 4QUIRED. , \ t 1 1 1 , f, / �� it, " ; ­­-. I IN � ,� I ,,* '\ \ ??4 0 I . ji f (N) - -, \ , , 1. NO LAND DISTURBING ACTIVITIES MAY OCCUR ON SITE PRIOR \ � \/ f 11711z,�� �� / /', , I , . \\� IN - . TO THE RELEASE OF THE CONSTRUCTION PLANS Ii MIS 11111ftb STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION FENCE , 0, 1, � \ ( k / / I jl�) �/ ///// X' I / I , I \ , , "' CONTACT THE C1 d \, t i i / 11�- 013N . ) / 7/ i / I I / I " ( � TY ENVIRONM�NtAIL INSPECTOR N, -WEATHERED WOOD, GALVANIZED STEEL, , "�� I �� . -­- t t/ �1 . . - I'l 11 \, " . 1!!�',Tll 0"#�!'.��"o�l=!�_.,_-._,Nwft,l*lr-.INLESS SPECIFICALLY REQUIRED ATTACHED TO POSTS (PRE I I / TO COORDINA I E. \ !!ffiffiff U . 0 1 1 � , , 1, � / -Ld ----_ � ! / � ­ I I / " I 1 1 f / ji I '- \ \ I 11 \ I I 11 " - ABOVE FINISH Wr. N, \ / I \ - i /I / I ) . / I`- - � . IC), AT LEAST 40 � - L. ,I r " 11 11,/ -I" \ i 2. THI41S A PHASED PROJEC �� TO INSTALL TREE PROTECTION MEASURES. IRON, OR THICK PVC PLAST , I I / i !,;� f, / I / -� /f I. . " I i. 'i , /­] "",-, \ /. NTIRE SITE �GLL BE I �'\ , \ . I I / ; � � , . . I � 1\ I // i - ,,, . - \ \ \ � N" , j ,�.,x I I i I / W. / 'I- �� i, \ I P7 'p I I WITH SPAN BETWEEN POSTS NO GREATER THAN 6 Oil' ' \ I / / \ I I / f` , � \ \ \1 \ MASS GRADED AS A FIW N-EARTHWOft �. / 11 f I 1 , -1 , \ 1 3. INSTALL CONSTRUC17ON 01TRANCE, TREE PROTECTION, & " 1 2. A PRE -CONSTRUCTION MEETING IS REQUIRED TO REMEW TREE EVERY NINTH POST SHALL CONTAIN A WARNING SIGN \, � ,,-"If I I - � I / ZN- - .1 / i i i / I \ \ . I I I . � / j ... \ I I i , , I 11 --- I IN 11 �� I \N \ I I 1,11' I --\1 I / �/ n I 'M 1k \ � \ \ \ I 11 'w M- MWe 100 ellkl-ffEA @2 1 .. .1M -- --- - 11 I ", I 1! ", // \ "I I ; I 15� i , i I i I / , , [ I �� �, Nl��o � 'k \ \1,1�, I RBA NCE. f ,,�-,, / ,/ PROTECTION MEASURES ON SITE PRIOR TO THE RELEASE OF .1m &­­, . � - -- \ 11 11 i, I /�,. , , , - I 't \ I DIVERSION DIKE AS A FIRST STEP IN LAND DIStU I- - --,,, / I/ I .\, 'F 11 / 32plwlp�- !=�RT-M­ nato mwe ee-M!"O'* ;R 1, \ N 'k I �, I / / IS \ - \ 11 I . - I `11.�rw - - 11� �, / � / 11 / � " ' 4 IN A6CORDANCi ,-- " /I CONSTRUCTION PLANS , � / x I / I / / / \ " I j I I /- -\"J10 �\� , \ ), \-,., i 4. CdNSTRUCT THE TEMPORARY SEDIMENT BASIf / / " i , / � e I // y . -,l < \ � k,, \\ .----..*, \ \ I/ ) "I � I J, I. I - . I \ \ I I / I ii I I, I i / I Cn v) I . I WITHTHE DETAIII�S SHOWN ON THE CONSTRU6TION 60CUMENtS.-�­-" // / ALL FENCING AND SIGNS SHALL BE . CING). " -- \ I I I \ (/) . I �� \ �, I / 4�n Vx- "I N \ \\ 'N-,� I / // 66RARR4E ALL TREE PROTECTIVE FENCING MUST BE IN (I.E. TREE PROTECT] , \ \ / /i --�� / / PLACE AND INSPECTED PRIOR TO COMMENCEMENT OF ANY \\,\ I I / , // ��;�, It I , ;�3 N, , 11 I , I I / " ,,, ji I / ", I - � I I \ - TIC ," : SEDIMENT BASIN SHELL REMAINS IN PLA�E FOR iOTK- r " ,/ 'I - )R I *11� '.,� CE) M, \ � \ �, -/ STALLATI I ,I 4 ---�N 11 j I I / � /I Cj- , '� \ \ 11 i 1`1 / .L LAND DISTURBANCE ACTIVITY. @ewp*ft'd iWINS 1P.1.--AI=:,1129 RI ON. - - - - - --\ \ - Z, / it / �"%,T �, , / ZD f ; 1 " , � " =C ") I �� 1�� N, k \ \1, OHASES OFrCONSTRUC`f7ON. , I I I 1\ 1, 1. `1 I/ t 11, 4V � . '� N i ;! % -q / I / i A. I ' V 1. 11 / / I I . /1, N I" k \1 \ \ 1 l"11 / " 1-1 I \ �1. I " I %% 1� / i i I / I V I X, I I/ � \ \ \ \" 1\ \ Se /AFTER ALL EROSION CONTROL FEATURES 1HAVE BEEN 114iSTALLED, '�, \, - 3. TREE PROTECTION MEASURES SHALL BE IN PLACE AT ALL 11MES 8. TP -2 TREE PROTEC110N DELINEATI �, 11% Lwall"ITS OF CLEARING: t4i " ,\� � , �,,,.- -, / i - ", I I ) I �� 91 " I I , I /,I \ I -11 I ,L I X I i I I - ,I, . \ N 1, '� N11 \ I \,. , 1,1\ ' BEGIN C�EARING & GRUBBING OFTHfSITE. I I , , !�­,�:4�, �`.; 4: . ---__ � I , ,/, , 1 \ , , 1-� ', - TON TAPE MOUNTED 40 INCHES ­-­­ - '\ , ",� " -".. / if '\ , "I Eq ; V. \ 11 / \ I 111� AI SIX-INCH (6� WIDE 1 0 MIL VINYL4 -i ­-­---/- --R� \ 0 � ,�, a W, �, - E, M ,,, - lifi- \ ,��M CA &PROCEED WITH GRA , - ­��I,,�� -0 9's w p j " JR, a rp / I I ! ) k DING OF E SITE, BUILDING CONSTRUCTION, - ,,�� - ��,�,,,- ,"u-4: � � I 11/�, I / , � 1-1 I / 11 ,,� , . ..... ;4: . ..... ; 4: 4 '. - 4. WHEN THE PLAN REQUIRES A TREE PROTEC11ON DEVICE AND AN ABOVE GRADE ON PRE-WEATHERW.,HARDWOOD STAKES SPACED /;!V--- - ­ ,\ 1\ �', : 101Y " I 11, I t 'k � . 11 � I / \ I / \ \1 \ 1� \\ 11 11 --1 ! AND.IAA*ASTRUCTURE U77LITY INSTALLATION. ,--' I I " - Ct , �� , I I I I I I I \ 11 1NN t i , , // ,,I - I \,�', " , 1�\ I—, I ---' \ - NOT MORE THAN 15 FEET ON IM THE TA E SHALL BE OF / "', �� ,,­'.`�`f � " -#--- Nil I 1// N Ill\ ,)�.",;10. " \ ..� 1-1 7. As THE,srTE GRADING PAOCEEDS, THE CONTRACTOR SgALL,�" I � EROSION CONTROL DEVICE, THE EROSION CONTROL DEVICE SHALL BE / - -A.-��`,' -,:��.,�,,, 0 \ / 1�' I A HIGHLY VISIBLE COLOR (YEL ,w - 4Q41 I ,`1 I I 1. / , N, " ­ � QDW), AND SHALL CONTAIN LANGUAGE ---------.-.--- , - - - \ I / I I "I \ \ \ - -MAINTAIN THE USk,OF*HE SEDIMENT -BASIN. IN BOTH \ ... :�� . N, '­ ��. I j ) S 11 11 -"z I � I , I I I I I I 11 ON THE UPGRADE SIDE OF THE TREE PROTECTION FENCING. - ,� \. - V ! I I � / " , 11, I ', \ \ �� I \ � I \ 11 i ,� THAT CLEARLY INDICATES THE - VPURPOSE OF THE DELINEAnON ".z C") " - k \ �.,e,t'�, \ ",." I I \ - I .O i i , . / I I I i , " \/, , " v / 11 N" \ , ', % TRE-CONTRAcrOR'SHALL ADJUST -T4 DIVERSXON­Dli�EZ�N , , \ 5. THE INSTALLA11ON OF THE TREE PROTECTION FENCING / I \ 1E \ I , � 11 C� -/ I � I', ", , , \ 'N \\, GRADING PRO �', -­ 11 \ MAY (I.E. TREE PROTECTION ZONV). IN IV: - . I N \&�'v , I '\� \ '\1 " 1, A, \ � I - ,CtEDS. � - , C) Qi . - I / I I I ) / / I I f - 1'� � I - - REQUIRE MINOR DISTURBANCE OF VEGETATION TO CONDUCT Azr -----­­-­­-- �� 11 \1 \1 ,,, \ lt� �111 '% \ . -- ­ ­ i- I - % . / /0 I , / !, 3 , I I -\�'I \ \ 11, \ \ \, �, \ -----,-S.A . " BROUGHT,TO , ROUGH GRADE, �, I \ \ \ , - � i," 1, I 11". , i, / ! I'll I - , . \ \ , N" \ k- _FTER THE SITE HAS BEEN lik 11\ \ - -1-1\ � � � 6�1��A \ 1�1 I , t" 0"', / / �� N I I -1 11 , I I 'b I ,� I \ - \ ,/ , . , THIS DISTURBANCE SHALL BE MINIMIZED er Z�l � I \ --- 1/ I k \ / / r- I k'� �, , - ---,, h SURVEY OPERATION. TEMPORARY ., % ,�-,- - \ \ \ \ / / I / - I i I 1, I' / &x, \1 \ 11 - - CONTINOE UTILITrI1tSTALLApDW& BEGIN CON I � \ " , � \ . \ , I I I 'N, , f`N \ - \ - OFTHEPA � \ , AS MUCH AS POSSIBLE. THE LIMITS OF TREE PROTECTION 4�1 \ 14�� I � / "" I \ � I / 9 '! i i� / - I 1: - ,I - I I \ RKING­ OT & ENTRANCE ROAD. I I CONSTRUCTION . "" I � , I <D ; " I ; I , 'N ., I I \ I 'o �, I I . I , , \ % ,�e 11 \ \ I ­­'� 'l 1; :/ / ) - >- , 1, , i I . I \ 11 1-� \ k \ 1� - ----- -----, � 0 -11 � - I � k I � 11 \\ , 9. IN AREAS. WHERE THE'6ONTRACtOR D E N \ SHALL BE FLAGGED BY AND AUTHORIZED AND LICENSED SURVEYOR 4 FENCE .., � 't, A114 , ... I I- 6-�, \ 11 - k 11 I - , ,� \ A -%; f -- / i I / 1� �; j I /1,1 , -, , , \ " DIVERSION DIKE -TO MAINTA' \ \ \ 1. \ FFER � - k �,g . , , 1, AFTER THE LIMITS OF CLEARING HAVE BEEN PROPERLY CALCULATED. Ar \ ,,�,,�",, I \ \ .�� - / � ig / w I f I I I , I f ." � lt::�'t I � , ,; � , " I - " , I IN YHE USE OF HE JENT ' � '11, "", / ( � ,,­­ � \ ­, "\ - -- / i 11 � /\ t \N, . \ 6>.`*",\ \ , "--,, -­ 1, THE SURVEYOR WILL THEN USE A BUSH AXE TO CUT 'UNES* IN . ,,, � .", -1 ,,- ,.�� - ­t3UUNU8R -'-I'----- / ) t6 / . * IN I isisl &V / k 11 \ A� a I OX -Loc EUT --- 1� ' � ­­'. j / i � /I � I I �?, i I IfIll, , \, -\ 1'� \ D, 4) NN N I N, & DISTURBED, ARM AKE LEFT OUTSID F THEI t \ \ , -I' 'I, ,,��,V` � - ---­-zz- -­ � .. 11 " / it e j �\ , \ - , I,- `,- � , I I \ 11 \ � --- 11 . �� -,-- - - -" - - -, "? I !D i //, I 1 I I I I ) N1 1\ I N, 11 % " - -- DIVERSION, INSTALL SU I 11 I \ SETTING UP THE ASSOCIATED CLEARING LIMITS. AFTER BEING FLAGGED, \ ,4F I L— - -­-­ " , , " \ i ) . i >� y t `\, ", \ '\ I - ,PPILEMENTAL SILT FE - 1, � N; �� - I I � I t I , T f --j, l" - ,,, " � � E t k k � &I � , 11 � , -1 - I, '. I I I I 1 p!�: I t It \ ,\ , -1, ADING i THE OWNER SHALL BE RESPONSIBLE FOR INSTALLATION OF THE 11 , I i � \ 11 �k- -� - - ---- 'I, � =) il'i it I , - \\ \ I., - 10-C-09PLETE CONi;TRUCnON OF PARK114diii E TRAM I I I �'I,k ��, 11, i I I , k, - \ 11 I ­ ­ -- -- - - - I " )k i I � ! . I 1 , i 'S' I - - - - - -- I I \ ­­v;"�`�- -- -- - -- - .I- .- -- -- ­ - ­ .��'IINI -- --- �", 11, I I I I 1 1 � I I ,-, '-,, \"� x 1�, I ROAD. C , R -OF THE & �MSTA I t � k TREE PROTECTION FENCING AND SIGNAGE. CD ,�-,,­ /\ 1/'�'\ :OMPLET�ANAL G � � � S ,�,� -- I" -- I , 11 I \ I 0.1" 11,� - 1, 1\ " -,- -­­ - - ?9RMAMENT S,TABILIZATION MEASURES. % i \ k,", - ­Z�-7 ! \ �,W, �- -- I I 11 - - x � 11 -� ,1 i , , � - "', , I � & -Z ,&�, I \ , ** ,�,., - ----- ill I 1 j!0 I : I/ , 1�- ��,� , - /-- 1 ,,�'�77v ��'.�r�' -- V.- J, i , �, l 6. ALL PUBLIC, SEMI-PUBLIC, OR PRIVATE UTILITY LINES MUST & / i I ** I ,�,, I I �1, 1� 11 I I -L-- 11 t , .�, t - 6 IN LIA 1, \ 1 'Al", 1 .", , I I U Ili 1 1 �\ - - 11. AFTER CQNSrTRUCTI6N is COMPLEfib � -�S.,, I I i i t � \ N,��,3�­ , , I / ; i I ,I ; 1�� ­- - - 11 I UCTI . " \ UTILIZE THE LIMITS OF CLEARING AS INDICATED ON THIS PLAN. � i I *## ,e`�','-" �:,,'�,', I " / li,i,;, If l, -.,�A 'N -�, 444 I A I u5l \ N, ,�,� � \ -, 4 1'\ % , I 1 ,!Z5 11 W I, z\, - -12;-TNE CONTRAC e"', " - I � ',� I L- 1( 1\ -� 'I, .1 , - z, " � I � '01�:\ , �.,�, N, r i t " " " I,, , , - � I " \ I= ci - , V,- % , �, /I ,I, PHASE'Xv BEGIN PH STR At Q) I ! I \ � �,"�,�? \ --- �A I I �9: / iflif , � , .� OIIDYV�E TH� IT Sr STEP' \ ,� I � -------11 t I ,�, � \ / i - 'I / I , -4� "' !" "­ � ; I I " I I 1r; I Ull I ". I ,� � , \ , - A � % I I %I 0", � I '11� � .. I � ---- I , , - I -. "" 11 I \ -" / . I I i I I ,r\ � \ INTHE.GRADI PROCE,"-ONLY- R. ­ U. 1E A�EAS HAVE BEEN', - - \ I ge �', . , ---1 --IV- ----,- �� � 6 ,,, , - , a- - -, I i I . 41-; ; I \ � I\, 1. � I 11 \ I THE SEDIMENT IAS1M` w INST4 I I / , � ." "', � , I , , '\ "-,-\ \-,, OR UPSI VE BEEN ILIZ�D,MUCKOUT '�­­­ , " " Ir , , ,� , IY , � . � -, 1L. tj " LIMITS OF CLEARING [_,,�j :,­` -),- 1 \ A 1 �!r��, // , 10 I ---3 (..) kd, "- � , I .... I ,��,� - 0 / I I I I;!l , ; I _ STABILIZED. A \Q:)I ,-K;C, I �&��- -, - - Z, ,, -111, �� --------,__­--­, \ / I I I lillh i � 1 ;I/ \ - , , , \ PLEMENTA L r FENCE. REMOVE 1AND GRADING I - , �2 - I �', \ It / I Ill 11 k ,-, , -, " \ � n jllff'1�0 \ 4, -4 rA I' I'-,' '� I )EP I.. 0 11 I I CCV1) I ! 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LOCATION EXISTING GAS LINE. fAr / c FS , / / w 381 0 TEST IPIT AND ADJUST AS REQUIRED �d / �ow� vs6' e, o ca Q Ap �ti 3 \ l✓T / z PRIOR TO CONSTRUCTION. 4, q Q o s coNN � GRAPHIC SCALE. 1 _P1\ / 40 0 20 40 80 180 Q / �/ �1 �x. / o o � is IN FEET) / 1 inch = 40 ft. f- P: R99\R9913 \R9940_2L\99 020S.DWG ® Drammer Aden AssociatesSITE Blacksburg• Richmond, Virginia g Engineering • Surveying • Environmental Services DESIGNED: CMS DRAWN: DAA CHECKED: GwC DATE: 3/6/00 PLAN NORTH FORK RESEARCH PARK, DISTRICT #2 OFFICE BUILDING 1 & #2 ALBEMARLE COUNTY, VIRGINIA REVISIONS: MARCH 30, 2000 PER COUNTY COMMENTS 1217100 � MAY 10 2000 PER COUNTY COMMENTS `r45 c��t�tM�1T5 JULY 28, 2000 PER COUNTY COMMENTS Z 4/00 PER ACSA COMMENTS 98 OO PER COUNTY COMMENTS SCALE: 1 "=40' C-5 P 0 T -R99130 -20L .- ESM'T. 164_650 40. ! U ES NITN 6' S OUT-1 .9 4r 1- -97 �� T F UT. 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LOCATION ECS�Ii<1G GAS DLII; f J \ l r - ' / ` / !f / r/ `� '` 1 1 ' �� \� `\ `` \ '`o �Fs�. / �, i �• f ,',r / r -_\ TEST_PIfi ANDA S. O I�•dU �,T�AS/ /R� U.i'� L/�/�j)� / `• 1 f 1 / t '� y t , `� .,...` \ �../ {"'' t .r',' ,/ r f/ /•..•— ^-.-„.,,"'\ \ / / it f r ; ,' / / / J J / 1 , i , � \ 1 \ \ \ \ .� `\ ' , \ �• o �/, ,� � ,J //!j // / / ;r,• ' ,'r,,,,r \ , , . �P Rt6R -T8-• C09STR UCT�. 0 GRAPHIC SCALE l % / % t° / !' � f /' % f / l i \ � {`\, \ \ f w,� ,•. 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Q561 inch 40 ft.IN FEET0'n48 /! , DESIGNED: MS REVISIONS: SCALE: 1 "=40' 4c;:ki, Dram-%er Associates GRADING PLAN MARCH 30, 2000 PER COUNTY COMMENTS DRAWN: DAA JULY 28, 2000 PER COUNTY COMMENTS Blacksburg •Richmond, Virginia CHECKED: cwc NORTH FORK RESEARCH PARK, DISTRICT 2 OFFICE BUILDING #1 & 2 j2jjj� pal- eqS �,�M�r� nn Engineering • Surveying • Environmental Services DATE: 3/6/00 ALBEMARLE COUNTY, VIRGINIA P 4ie T®R913D.2®L 25 YEAR STORM ELEV.=528.50 12' _ I RISER W/ r CREST=529.00 ANTI–VORTEX DEVICE 2 (SEE DETAIL) 1 1 \ 1 3 DEWTERING 527.00– = NV.A525 00 ORIF CE DRY VOLUME =920 525.00- _ WET VOLUME =910 CY 100 LF -30" CMP © 117 SLOPE 523.64- INV.=522.0 CLEANOUT LEVEL 522.0– TEMPORARY 22.®–TEMPO Y SEDIMENT BASIN DETAIL NO SCALE TOP OF BERM 528.0 NO SCALE RISER SUPPORT BARS ATTACHED YELLOW CURBLINE PRESSURE RELIEF HO ii %2 " DIA. O -I-I II A I� � �1 O \ -11 / O SUPPORT BAR 118 PLAN WELDED —72, TACKWELD ALL �,,-AROUND T„ ,— 13 8"MIN. #6 X 12" -' SPACER BAR (TYPICAL) SUPPORT BAR SECTION A -A NOTES: 1. TOP IS 14 GAGE CORRUGATED METAL OR STEEL PLATE. PRESSURE RELIEF HOLES MAY BE OMITTED, IF ENDS OF CORRUGATIONS ARE LEFT FULLY OPEN WHENI THE TOP IS ATTACHED. 2. CYLINDER IS 16 GAGE CORRUGATED METAL PIPE OR FABRICATED FROM %8 " 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 5TRAPP I NC) r— POLYETHYLENE GAP 6" PERFORATEC) -� POLYETHYLENE C)RAINA&E TUBING ORY `\X 5TORAGE 46" GMP ELEV. -525.00 R 15ER "FERNGO STYLE" COUPLING WET 5TOKAGE 6" PVC, 5GHEC)ULE 40 5TUb 1 FOOT MINIMUM TS ORIFICE DETAIL NO SCALE TEMPORARY SEDIMENT BASIN RISER ANCHOR DETAIL NO SCALE ISOMETRIC NO PAREZING FIRE LANE (LETTERING MIN. 12" IN HEIGHT) (OR) YELLOW CURBLINE 12" V W W U CL (LETTERING MIN. 12" IN HEIGHT) FIRE LANE PAINT STRIPING DETAIL NO SCALE FIRE- LANE SIGN NO SCALE 2" SM -2A 3" SM -2A 3" B-3 —� \ FINISHED SURFACE (REFER TO SITE PLAN) z yj COMPACTED FILL 6" DETECTABLE WARNING TAPE'. LO .. .. N DB60 4" DIA. PVC CONDUIT 3" (TYP.) \ t J / 3"(TYP.) 3" (TYP.) Z PROPERLY COMPACTED BEDDING MATERIAL 2+1(TYP-) 21—B STONE (TYP.) PLACE BEDDING MATERIAL ON UNDISTURBED SOIL DATAXOMMUNICATIONS BANK SECTI.ON (3)— 3/8" ANCHOR BOLTS NEENAH R-7514 VALVE HANDHOLE FRAM & LID PAVEMENT 24" X 24' X 6" CONCRETE SLAB D 4" 21—B NO SCALE CLEANOUT WITH CAP. 8" CLEANOUT TO BE SAME SIZE AS LATERAL CLEANOUT IN PAVED AREA NO SCALE RESERVED PARKING R7-8 ADA PARKING SIGN NO SCALE FINISHED GRADE 12" X 12" X 4" - CONCRETE SLAB .\\�\rte �— CLEANOUT W/RECESSED CAP. CLEANOUT TO BE SAME MATERIAL AS LATERAL CLEANOUT IN GRASSED AREA NO SCALE �2� --- 5�+—� • +1 . 2.. R 3 o I" R Surface .d • d = Bose .D_ Subbase When this standard is to be tied into existing barrier curb, the transition is to be made within IO' or the change in standards made 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. t ii THIS ITEM MAY BE PRECAST 4" OR CAST IN PLACE. 2"R CONCRETE IS TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. _ p \f `� �Y'-'.7 . " 4" 21 B + / it .._.. 4 % { j„„•„ -h "-. i ^-�5,\ r., � ,;'4 �• N/ /�\, `\,`r�/�°,\\//`.` bra\\;f•/\\\`f� `,.l/f\�'\,% N/% f/f/,;!\J /A. 6" 2'-0" THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUB— SURFACE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND SUBUR— BAN AREAS. STANDARD CG -6 NO SCALE f11 • I IAI f• r.^n ♦ \1111A^ ] N 6" , AS SHOWN ON PLANS , 6" 5" A3 CONCRETE \/\ 6" 21—B STONE COMPACTED SUBGRADE TYPICAL SIDEWALK SECTION NO SCALE NOTES This item may be precast or cosi 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"depth) 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 IS* as shown. No adjustment in the price bid is to be made for a decrease or an increase in depth. 4" THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2"R CONCRETE IS TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF f,\\. PRECAST. ,%✓ r (U ''. \\ l\\ 4" 21 B c v D 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 WHEEL STOP DETAIL NO SCALE 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 CORQUNA ROD HaI.E$ t 4I� x C-'-1 r ---i F F 1 1 WALL 0 — r---� �---� F F F I St 25' 1 16" 1 25" to 1 1 1 t WIKDOWS I 1 I } I 1 1 t t 1 F t F FIINISHED SURFACE 1 ry (REFER TO SITE PLAN) H r -- -, COMPACTED. FILL 1 , N t DETECTABLE.. :TAPE ` o Zo 9 FLOOR WARNING. SUS 4 LO PULLING IRONS • ---NOTE 5---- . N N ii 3, 2fb " 11, (TYP: IN 2 TYP : ��,. I+IM:� Wil. • �'� PLAN VIEW 10' MUM nct tts v —a tWw.amue�a+o FOR ExnRE PERIMETER SECTION A—A N NOTES: 1. La IS THE LENGTH OF THE RIPRAP APRON. 2. c1=1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6 INCHES. 3. IN A WELL DEFINED CHANEL, EXTEND THE APRON UP THE CHANNEL BANKS TO AN ELEVATION OF 6 INCHES ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK, WHICHEVER IS LESS. 4. A FILTER BLANKET OR FILTER FABRIC SHALL BE INSTALLED BETWEEN THE RIPRAP AND THE SOIL FOUNDATION. P OUTLET PROTECTION NO SCALE (STD. & SPEC. 3.18, VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, 3RD ED.) 1. SET THE STAKES. 6' MAX. i FLOW 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 4- 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FLOW� r SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) I I POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) CONSTRUCTION SILT FENCE S� WITHOUT WIRE SUPPORT) NO SCALE (STD. & SPEC. 3.05 OF VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, 3RD ED.) COMPACTED SOIL ....:... 1'-6" MIN. ....:........... ... .. —*—FLOW GRAVEL FILTER CONCRETE GUTTER --- \ DRAINAGE SWALE DIRECTS FLAW TO SEDIMENT BASIN 70' MIN. EXISTING - -- 3' SM -2A ASPHALT TOP COURSE A PAVEMENT FILTER CLOTH 5' MIN. VA 1A AGGREGATE BASE SIDE ELEVATION ED cvRo oR 12" EXISTING GRCXJND WIRE MESH � 70' MIN. d 6 a 111—I I I I—I I RUNOFF FILTERED WATER D a° ((=1 I I I WATER �. 1EE1 11- _ III—III I I _ , i l l– i I-1 �=—I I I_I I I—III -I I P� �, ��• p. I �:I 4 ° I—III 1-1 I 1= 1 I I o , °i. . , . —IIi—III IIII II i�III —' '12„ CONSTRUCTION SPECIFICATIONS 1. WHENEVER FEASIBLE, THE DIKE SHOULD BE BUILT BEFORE CONSTRUCTION BEGINS ON THE PROJECT. 2. THE DIKE SHOULD BE ADEQUATELY COMPACTED TO PREVENT FAILURE. 3. TEMPORARY OR PERMANENT SEEDING AND MULCH SHALL BE APPLIED TO THE DIKE WITHIN 15 DAYS OF CONSTRUCTION. 4. THE DIKE SHOULD BE LOCATED TO MINIMIZE DAMAGE BY CONSTRUCTION OPERATIONS AND TRAFFIC. D TEMPORARY DIVERSION DIKE NO SCALE (STD. & SPEC. 3.09 OF VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, 3RD ED.) SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS, * GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE IP GRAVEL CURB INLET SEDIMENT FILTH NO SCALE (STD. & SPEC. 3.07 OF VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, 3RD ED.) KEY FILTER FABRIC + PROVIDE 6" COVER (MIN.) DRIP LINE -\ SNOW FENCE BOARD FENCE 1.5' GEOTEXTILE FILTER FABRIC CORRECT METHODS OF TREE FENCING • MUST EXiEW FULL VADTH OF INGRESS AND EGRESS PLAN VIEW OPIEfiATION 12' MN. 2X a 4 11 FILTER CLOTH —/ SECTION A --A NOTE: A IrC',NIMUM WATER MAP OF 5240 (11 IS REQUIRED MTH A 11 1 M WASH NOSE DIA. OF 38-JUM (1.51 SOURCE AMD fro �°. � 3•�"� CE PANED CONSTRUCTION ENTRANCE NO SCALE (STD. & SPEC. 3.02, VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, 3RD ED.) :NCE CORRECT TRUNK ARMORING 00 10 00 00 TRIANGULAR BOARD FENCE TP FENCING AND ARM NG NO SCALE (PER STD. & SPEC. 3.38 OF VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, 3RD ED.) WIRE SCREEN — CONCRETE BLOCK SEDIMENT RUNOFF WATER WITH SEDIMENT v e ASPHALT PAVED D WASNRACK ' ��1'4'i'- t5'i c`�•'�° .�fA'�;-S.r: �,VP� :� 4 �• .., ;.,_.,r _ :., ,•. _ . • PAVEMENT •,•/K •-�'•1,. D-�•�y'.�`'hti': �'M �S.-.�yS•.'H.,.. fia.`-3"%"4 �.;.M.'t.�i'. .a. ` •ice • • • A . d .d P, v POSITIVE DRAINAGE TG SEDIMENT B TRAPPING DEVICE • MUST EXiEW FULL VADTH OF INGRESS AND EGRESS PLAN VIEW OPIEfiATION 12' MN. 2X a 4 11 FILTER CLOTH —/ SECTION A --A NOTE: A IrC',NIMUM WATER MAP OF 5240 (11 IS REQUIRED MTH A 11 1 M WASH NOSE DIA. OF 38-JUM (1.51 SOURCE AMD fro �°. � 3•�"� CE PANED CONSTRUCTION ENTRANCE NO SCALE (STD. & SPEC. 3.02, VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, 3RD ED.) :NCE CORRECT TRUNK ARMORING 00 10 00 00 TRIANGULAR BOARD FENCE TP FENCING AND ARM NG NO SCALE (PER STD. & SPEC. 3.38 OF VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, 3RD ED.) WIRE SCREEN — CONCRETE BLOCK SEDIMENT RUNOFF WATER WITH SEDIMENT v v v D D ' ��1'4'i'- t5'i c`�•'�° .�fA'�;-S.r: �,VP� :� 4 �• D-�•�y'.�`'hti': �'M �S.-.�yS•.'H.,.. fia.`-3"%"4 �.;.M.'t.�i'. • A . d .d P, v G .p d a v v OVERFLOW RAVEL FILTER WIRE SCREEN FILTERED WATER DROP INLET WITH GRATE SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. IP DROP INLET PROTECTION DETAIL NO SCALE (PER STD. & SPEC. 3.07 OF VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, 3RD ED.) VAR. WIDTH SIDEWALK OR SIDEWALK A 6' 3' 6' MIN. --- ---------I---------- — — JI BVAR. WIDTH SIDEWALK OR I SIDEWALK SPACE I j 0.5' 1 b I I 1 n ' TANGENT PLAN AAM RADIAL PLAN * FOR COMMERCIAL ENTRANCE (HEAVY TRUCK TRAFFIC ANTICIPATED) SEE STANDARD CG -13 SHEET 203.10 TAPER CURB HEIGHT DOWN TO 0 AT THIS POINT OR CONTINUE AT FULL HEIGHT WHERE APPLICABLE. --\ VAR. 3' MIN. VAR. WIDTH SIDEWALK OR SIDEWALK SPACE TYPICAL ALTERNATE RADIAL PLAN FOR USE AT APPLICABLE STREET CONNECTIONS AND COMMERCIAL ENTRANCES 7'-4" IS THE MINIMUM SIDEWALK AREA REQUIRMENT TO ACHIEVE (WITH OR WITHOUT BUFFER STRIP) A 12:1 SLOPE 6„ 7'-4" STD. CG-6--------•--�- 8.33� v 4„ v d d�. THIS ITEM MAY BE PRECAST OR CAST IN PLACE SECTION A—A SLOPE 12:1 MAXIMUM SECTION B—B Y J 9Li LIMITS OF EXPOSED AGGREGATE SIDEWALK NOTE: 09 CURB RAMP TO BE CLASS A-3 z w CONCRETE WITH EXPOSED AGGREGATE FINISH. RAMP SHALL NOT EXCEED A MAXIMUM ` SLOPE OF 12:1 NO SCALE ® REVISIONS: SCALE: 4C=:1hkDraper AssociatesDESIGNED: CMS DETAILSMARCH 30, 2000 PER COUNTY COMMENTS AS SHOW DRAWN: DAA Blacksburg •Richmond, Virginia CHECKED: Gwc NORTH FORK RESEARCH PARK, DISTRICT 2, OFFICE BUILDINGS 1 & 2 MAY 10, 2000 Q ' eerie • Surve ' •Environmental Services DATE: 3 6 00 ALBEMARLE COUNTY, VIRGINIA IZ�? Ib� �� ESS CgMME'>\.i�"S P ®. T_ R91 30.202 Engin g ring / / _ E 12:1 MAXIMUM SIC VIEW TH U GLENN W. CUSTIS CERTIFICATE No. a 8039 �W FESSI� P:\PROJECTS\R99\R99130\R99130-20\CAD\99130DT1.DW0 C-8 555 550 545 540 535 530 525 520 515 510 505 500 495 1 1 DESIGNED: CMS DRAWN: DAA CHECKED: GwC DATE. 3/6/00 PROFILES NORTH FORK RESEARCH PARK, DISTRICT 2, OFFICE BUILDINGS 1 & 2 ALBEMARLE COUNTY, VIRGINIA RMARCH 30, 2000 PER COUNTY COMMENTS MAY 10, 2000 PER COUNTY COMMENTS 9/4%00 �PEROACSARCOMMENTSCOMMENTS od 5G_,s--� SCALE: AS SHOWN 10 'j'® 1 1 V 0. 1 R 9 913 0.2 ® L PLAN C1 [1 -ol Mum - 0,01 045 KA 0 IN min EN MIN E M=1 555 550 545 540 535 530 525 520 515 510 505 500 °° 495 IWAT12RUNE PROFELE GUELDING #2 565 560 555 550 545 540 535 530 Z Z QUj Uj I- M m WN A A A li•) tf� ATj Q x x x = ` 00 00 00 CG L.L 00, I MAINTAIN 3 EXISTING MIN. CD R -� I FINISHED I INE GRADE 10+00 12+0 14+ 16+0 11ORIZONTAL GRAPHIC SCALE 0 40 80 160 W ( IN FEET ) . inch = 80 ft. VERTICAL GRAPHIC SCALE 0 2.5 5 10 ( IN FEET ) I inch = 5 ft. 20 WATERUN E PROFILE WATEP,,&LXHE PROFILE (TO SUELDXNG #S) 565 560 555 550 545 540 535 530 525 W N J O J T O Li U W W W U 565 56 a Z 565 00 00 00 J U 00 OO co co A 00 D: W W 0 W W N -- m W � W 56 5 _ �- 560 In LU Rf x A A x x ' ZA co co a 04 co 00 N Do Co co 00 555 555 555 NL%E 550 550 GRADE:� 1001, EXISTING 550 FINISHED EXISTING GRADE 545 545 MAINTAIN 3' MIN. COVER 545 oe MAINTAIN 3 N. R 540 540 540 i 535 535 535 530 - - - 10+00 12+00 T �� F M � `` 525 - HORIZONTAL VERTICAL GRAPHIC SCALE GRAPHIC SCALE GLENN W. CUSTIS n CERTIFICATE No. a 40 0 20 40 80 160 5 0 2.5 5 10 20 d 8/039 w F . . ....... . .... I ( IN FEET > c IN FEET) FESSIO� 10+00 12+00 14+00 16+00 18+0 i inch = 40 ft. 1 inch = 5 ft. Pi\PROJECTS\R99\R99130\R99130-20\CAD\9913020PR,dwg Dra-w%er Blacksburg • Richmond, Virginia • . Engineering Surveying a Environmental Services DESIGNED: CMS DRAWN: DAA CHECKED: GwC DATE. 3/6/00 PROFILES NORTH FORK RESEARCH PARK, DISTRICT 2, OFFICE BUILDINGS 1 & 2 ALBEMARLE COUNTY, VIRGINIA RMARCH 30, 2000 PER COUNTY COMMENTS MAY 10, 2000 PER COUNTY COMMENTS 9/4%00 �PEROACSARCOMMENTSCOMMENTS od 5G_,s--� SCALE: AS SHOWN 10 'j'® 1 1 V 0. 1 R 9 913 0.2 ® L PLAN 580 575 57 565 560 555 550 545 540 535 530 525 520 515 510 505 10+0 12+ 14+ 16+ 4:4 Draper Ae Associates Blacksburg • Richmond, Virginia Engineering • Surveying • Environmental Services DESIGNED: CMS DRAWN: DAA CHECKED: GWC — DATE: 3/6/00 COMMENTS JULY 28, 2000 PER COUNTY COMMENTS 17.1'7ine'D Pte. EiS C tv�nn -r'S w I p II II _ M m M Ll) r p -- _ O I _ _ __ im�_ O r CN .1n r . U') �- r co LO .- .11) • O ic> _ O - cn o.. oe O U W z W z EXISTING W z r GRADE -1 � GRADE _ -- 0000 co 01 oe so .LO op Lr 12"'r-10111. LO PROPOSED_ r— n GRADE 0 z j j 1001, EXISTING G E 00 07 —200-11-E--_' �3GP RCP--ST-QR ZLE-15 2 -STORM -SE _ --R _.9.30, LO -3. - L0- L, LO o cfl N �L L0 (d to M to LO Ul) 11 � 11 LO II LO II II II O j j IT 10+0 12+ 14+ 16+ 4:4 Draper Ae Associates Blacksburg • Richmond, Virginia Engineering • Surveying • Environmental Services DESIGNED: CMS DRAWN: DAA CHECKED: GWC — DATE: 3/6/00 COMMENTS JULY 28, 2000 PER PROFILES NORTH FORK RESEARCH PARK, DISTRICT #2, OFFICE BUILDINGS #1 & #2 ALBEMARLE COUNTY, VIRGINIA 575 57 565 560 555 550 545 540. 535 530 525 52 1 51 505 575 7 555 560 555 550 545 54 535 530 525 520 oil REVISIONS: MARCH 30, 2000 PER COUNTY COMMENTS MAY 10, 2000 PER COUNTY COMMENTS JULY 28, 2000 PER COUNTY COMMENTS 17.1'7ine'D Pte. EiS C tv�nn -r'S GRAPHIC SCALE 40 0 20 40 80 160 ( IN FEET ) 1 inch = 40 ft. GRAPHIC SCALE 5 0 2.5 5 10 20 1177 ( IN FEET ) 1 inch = 5 ft. SCALE: AS SHOWN PLAN NO. -R99130. 0L GLENN W. CUSTIS n CERTIFICATE No. a 8039 w ��FESSIOlyA1 C-11 560 555 550 545 540 535 530 525 52 515 510 505 p 10+00 1^ 1 :03)"'TORM SEWER PROHLE 11= 15 5 550 545 540 535 530 525 520 515 585 580 575 570 565 560 555 550 545 540 535 530 555 550 545 DESIGNED: CMS 530 DRAWN: DAA 515 CHECKED: GWC — DATE: 3/6/00 ado r�i�l�rii�r111� CV _ cdk m C) a0 I I d' I NK� ■�� .6+ „rWd D N L II n- �- CL 01 =C 1 ■1� 1 ■1� cr_ aOPOKD -- GRADE _ PROPOSED .000 ^ ;awl- W.1.10Atri" F. EXISTING - GRADE r7 - ';:_ t - s A STM S&B-INEIN STORM SOW -STTORM S- .5eplD .687,-SU)PE o SL N C)0 LO LO II II II =Z = Z ZZ Z Z Z Z Z 10+00 1^ 1 :03)"'TORM SEWER PROHLE 11= 15 5 550 545 540 535 530 525 520 515 10+00 Draper Aden Associates Blacksburg ° Richmond, Virginia Engineering • Surveying • Environmental Services 12+00 585 580 575 570 565 560 555 550 545 540 535 530 555 550 545 DESIGNED: CMS 530 DRAWN: DAA 515 CHECKED: GWC — DATE: 3/6/00 ado r�i�l�rii�r111� Th 1 ■�� „rWd 01 1 ■1� 1 ■1� ^ ;awl- W.1.10Atri" F. 10+00 Draper Aden Associates Blacksburg ° Richmond, Virginia Engineering • Surveying • Environmental Services 12+00 585 580 575 570 565 560 555 550 545 540 535 530 555 550 545 DESIGNED: CMS 530 DRAWN: DAA 515 CHECKED: GWC — DATE: 3/6/00 41C 545 54 535 530 525 520 515 510 505 560 585 580 575 570 565 560 555 550 545 540 535 530 555 550 545 5410 535 530 525 520 515 510 505 10+0 12+00 PROFILES NORTH FORK RESEARCH PARK, DISTRICT #2, OFFICE BUILDINGS #1 & #2 ALBEMARLE COUNTY, VIRGINIA 545 4 535 530 525 520 515 510 505 KM A REVISIONS: MARCH 30, 2000 PER COUNTY COMMENTS MAY 10, 2000 PER COUNTY COMMENTS JULY 28, 2000 PER COUNTY COMMENTS l L ii lob P�,a I✓A3 GRAPHIC SCALE 40 0 20 40 80 160 ( IN FEET ) 1 inch GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. SCALE: AS SHOWN PLAN NO. T-R9130.20L v f. GLENN W. CUSTIS CERTIFICATE No. a 8039 A�w 1, IIA9 A�y FESSIO� P,\PROJECTS\R99\R99130\R99130-20\CA➢\9913020PR.dwg C-12 /* IIIIIIII00 ED TREE LINE PROPOSE .0� 0 IIIIIIIPROP05M TREE LINE IV IIthA& IIEX"VEC-ErATION CONSIST OF,- iv APPROX.,'1096 VECIDUOU5 TREE5 AND EVEIR64REEN. APPROX. 15% OF DECIDUOUS TREES �F_50ME HA\ IORNAMEWAL- VALUE. IIIIIV IN IV I!,A, IIIIfIID/ ,V IIIf r'A P% IIfIiIII11 x IIIIfIf-g.4Q t IIIIfIIIIIIAll IIIIIIIII4�1 IIIIIILn I0000 I10 IIIIIIIIII,14 IIIIIPROP05ED moo TREE LINE IIIIIIU, IIIIU. IIIjV IIIPROPOSED 7REE LINEE I/T Lj ICQ EX. VEC7ETATION CONSIST OF APPROX. 10% DEC I -TRE ES AND IDUOLro 7' 15% OF Of 50% EVER6REEN. APPROX THE DECIDUOUS TREES HAVE ;! 50ME I> ORNAMENTAL VALUE. fIIIU I Iz II -TRIM LINE IPROP05EP II��APE MATERIAL LE6END IIISYMBOL'I'�'GJANTITY C;OMMOH NAI,S', SYI-WL CA)ANTITY COMMON NMvE IRED 5LWEET MAPLE INATChf-:Z 1441TE 6RAPE MYRTLE IESE; I _Ar PINE -5 LOEWLLY PI NE IOP fI-REEN R. 5TEVEN5 HOLLY I110. 0 201 fCS IIIIIN . BARNE LLY THIS SH A < MATC, DKARF APANESE HO IEV� IL V 0007Q,7 IIfNo LONDON M�ANE TREE' R05E &LOV4 13ARBEkRY IIII-IANDqc IIf so ARISTOCRAT CALLERY PEAR IiG A ---'SCALE f IPHIC, IR IILIC 7HTIN6 MATERIAL L55ENI? ISYMWL GUANTIrir TYPE OF FIXWRE AND POST r" k IFLLENS y USN- RV`L25-V-4O0H+-I Ik FEET: IIIft k IP �R \R991 O\Rggl"30-:-20�\C�D\99.h622io'DWG : 99 3 inch 40: KIN6 K56CR­5AC-W-5E& RFL 11" SCALE: REVISIONS: 1 t$=40' DESIGNED: KTB LAN COUNTY COMMENTS 2b ULY 2000 4c;:N Draper AdeniAssot-:iates DRAWN: DAA cIII8100 PEP, COUNTY COMMENTS %ftw �_ CHECKED: KTB .............. CH PARK, DISTRICT #2 OFFICE BUILDI Blacksburg * Richmond, Virginia DATE: 6-01--00 ALBEMARLE COUNTY, VIRGINIA PLAN NO. T -R99130.22 Engineering * Surveying + Envirommental Services I - L • 1. ALL PLANTS SHALL CONFORM TO CURRENT AAN STANDARDS AND SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM FINAL ACCEPTANCE. 2. OWNERS' REPRESENTATIVE RESERVES THE RIGHT TO INSPECT ALL MATERIALS AT SOURCE. 3. PLANTING MIX 5HALL CONSIST OF A UNIFORM MIXTURE OF 75% TOPSOIL, 20% GLEAN SAND AND 5% COMPOSTED COW MANURE. 4. FERTILIZE ALL PLANTS PRIOR TO COMPLETION WITH 05MOCOTE 14-14-14 PER MANUFACTURER'S LABEL. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES AND SHALL MAINTAIN A CURRENT MISS UTILITY NUMBER THROUGHOUT V40W PERIOD. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AND WATERING OF ALL PLANT MATERIAL UNTIL FINAL ACCEPTANCE. 7. GONTRAGTOR 5HALL PROVIDE OY 44ERS REPRESENTATIVE WITH DETAILED, YgRITTEN LANDSCAPE MAINTENANCE INSTRUCTIONS PRIOR TO FINAL ACCEPTANCE. 8. REMOVE ALL HOSE, WIRE AND STAKES AT END OF GUARANTEE PERIOD. Q. ALL SELECTIVE THINNING AND CLEAR VIEWING SHALL BE DONE AT THE DIRECTION OF OW4ER'5 REPRESENTATIVE. 10. LANDSCAPE CONTRACTOR SHALL PROTECT EXI5TIN6 TREES FROM ANY DAMAGE DUE TO LANDSCAPE WORK. 11. IN AREAS WHERE PLANTING OCCURS IN NET SOILS, RAt15E PLANT 4" ABOVE NORMAL PLANTING DEPTH AND PROVIDE 4" #68 STONE AT BOTTOM OF PLANTING PIT. SHAPE SURROUNDING GRADE TO MATCH. 12. ALL PLANT BEDS SHALL BE MULCHED (MIN. 3") AND EDGED G�EANLY WHERE ADJACENT TO ANY EXISTING LAWN, SODDED, OR SEEDED AREA. 13. FIELD ADJU5TMENT5 MAY BE NECESSARY BECAUSE OF SITE CONDITION'S (EX.: ROOT BALL AND UTILITY CONFLICT) MAJOR ADJUSTMENTS MUST BE APPROVED BY LANDSCAPE ARCHITECT. 14. ROUGH GRADING SHALL BE DONE BY GENERAL SITE CONTRACTOR. ANY FINE GRADING 5HALL BE DONE BY THE LANDSCAPE CONTRACTOR. 15. IF 50MEONE OTHER THAN THE LAN05GAPE ARCHITECT (OWNER, BUILDER, ETC) ADVERTISES, SOLICITS AND/OR RECEIVES BIDS FOR WORK, THE LANDSCAPE CONTRACTOR SHALL STILL PROVIDE UNIT COPIES OF UNIT PRICE BID TO THE LANDSCAPE ARCHITECT. M Flk' OR UAR �0 RXI 6RO55 51 TE AREA bhcl AG 2gi,416 50. FT. 10% TREE GOVER REQUIRED 2q,142 50. FT. TOTAL TREE COVER PROVIDED (5EE PLANT 5GHEOULE) 3Q,g70 50. FT. I II � LWAM 0 1 1 TREE PER 10 5PAGE5 REQUIRED 44 TREE5 FOR 440 PARKING 5PAGE5 58 LARGE DEG I DUOUS TREES PROV I DED 30" MI NOTE: I. DO NOT GUT MAIN LEADER. 2. STAKING NOT REQUIRED FOR TREES LESS THAN 5' HT. RUBBER HOSE GALVANIZED WIRE GUi' 2" X 2" HARDWOOD STAKE REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL SHREDDED HARDWOOD MULCH (MIN. 3" DEPTH) EARTH SAUCER AROUND TREE 4=:x, Draw-%er AdenAssociates DESIGNED: KTB 4Q0 p Blacksburg • Richmond, Virginia DRAWN: CHECKED: KTB KTB _ 70b Engineering • Surveying a Environmental Services DATE: 6-01-00 sip It 0 I M LIBBER H05E RAPPING ALVANIZED WIRE GUY iHITE CLOTH SAFETY FLAG URNBUCKLE EMOVE BURLAP FROM OP 1/3 OF BALL HREDDED HARDWOOD BARK iULCH 113" MINJ ARTH SAUCER AROUND TREE " X 2" HARDWOOD STAKE OTE: 3 GUY WIRE/5TAKE5 SHALL BE INSTALLED EQUAL DISTANCE AROUND TREE. TWICE BALL DIAMETER DETAIL: TREE PLANTING - OVER 4" CALIPER i m mSw LANDSCAPE NOTES & DETAILS NORTH FORK DISTRICT 2, BUILDING #1 & #2 ALBEMARLE COUNTY, VIRGINIA SEGMENTED CUTOFF K56CR-L LUMINAIRE PAINT. CHARLESTON GREEN MATCH KBF .11 BELMONT FOOTMAN SPUN CONCRETE POLE .2 5/8"x8" RECESSED H.H. BOX AND COVERPLATE C/W GROUNDYI AND ALLENHEAD SCREWS ANCHOR BOLTS PER MFR.'S TEMPLATE TOP VIEW AND INSTRUCTIONS-TYP. SET INTO CONCRETE FOOTING AS SHOWN. 1" CHAMFER WITH RUBBED CONCRETE FINISH EXPOSED. -FINISHED GRADE -4" MIN. TOPSOIL BACKFILL-TYP. VERTICAL LAMP RIPPLED ACRYLIC PANELS NO SCALE -CONDUIT SIZE AND DEPTH PER ELECTRICAL CODE -(4)#4 REBAR-3" CLR. E.W. CONCRETE FOOTiNG- 3000 PSI028 DAYS SECTION/PLAN PEDESTRIAN LIGHT FIXTURE SCALE: 3/4"=1'-0" REG2UIRED CANOPY GALGS. 10 YEAR CANOPY TOTAL CANOPY 5.F. COMMON NAME SIZE 4Q0 IQ,110 50 850 70b 13,414 17b 3,bab 100 2,c`100 TOTAL 13q,Q70 1 THE RVL25 VERTICAL LAMP (ARM MOUNT) BY US ARCHITECTURAL LIGHTING, 400 W. CHARLESTON GREEN FINISH. (SEE PLAN FOR FIXTURE LOCATIONS.) ---"'� ANCHOR BOLT COVER CONE ANCHOR BOLT PER MANUF. LEVELING NUT AND WASHER GROUTMUST BE PACKED UNDER POLE BASE TO ENSURE FULL CONTACT WITH FOOTING AND PREVENT LOOSENING OF LEVELING / NUTS PROVIDE A CHANNEL THROUGH THE GROUT FOR DRAINAGE CONCRETE CURB (SEE CIVIL PLAN' POLE -22" ALUMINUM POLE -6" DIA. NON-TAPERED ROUND POLE. BY KIM OR ARCHITECTURAL AREA LIGHTING FINISH TO MATCH LIGHT FIXTURE. 2'-1" 2'-1" 6" � o 3'-0" '- _I —� END VIEW SIDE VIEW " 0 . I M TURF g ANCHOR BOLTS PER MANUFACTURER'S INSTRUCTIONS -SET WITH MANUF. TEMPLATE CONDUIT PER ELECTRICAL DRAWINGS s o 4 #4 VERT. REBAR-3" CLR. 4 #4 HORIZ. REBAR TiES, 12" O.C. AND 2 #4 HORIZ. REBAR TIES, 6" O.C. ® TOP CONCRETE FOOTING -3000 PS1028 DAYS COPPER GROUNDING ROD PER MANUF. 2'-0" RECOMMENDATIONS. SCALE: 3/4"=1'-0" TOTAL QUAN. BOTANIGAL NAME COMMON NAME SIZE SPEC. REMARKS CALIPER HEIGHT SPREAD DECIDUOUS TREES 3q I Acer rubrum 'Red Sunset' RED 5UNE ET MAPLE 3-1/2" 545 UNIFORM SHAPE Ib Lacjer5toemla Indica X Fouriei 'Natchez' NATGHEZ WHITE GRAPE MYRTLE 8' BsB UNIFORM 5HAPE la 25 30 Platinus X acerfolla Froxinus I2ennSqIvan1Ca rus cal ler ana 'Aristocrat' LONDON PLANE TREE GREEN ASH AR15TOGRAT GALLERY PEAR 3-1/2° 3-1/2" 2" B4B 545 B415 UNIFORM 5HAPE UNIFORM SHAPE UNIFORM 5HAPE EVERGREEN 2a 70 Ilex X 'Ne I I ie R. Stevens' Pinus thunber lana NELL IE R. 5TEVEN5 HOLLY JAPANE5E BLAGK PINE 7' b' B t B B$B UNIFORM SHAPE 31 Pinus toedo LOBLOLLY PINE b' B$13 SHRUE35 48 Berberis thunbercill atro ur urea 'Rose GIoW' R05E GLOW BARBERRY 21 GONT. 32" O.G. O Ilex cornuto 'Burfordii Nana' DWARF BURFORD HOLLY 3b" B$B 42110.6. a5 Ilex crenoto convexa Com acto GOMPAGT JAPANESE HOLLY 30 GOVT. 36 O.G. GROUNDGOVER OR PERENNIALS 2" X 2" HARDWOOD STAKE GALVANIZED WIRE GUY REMOVE BURLAP FROM TOP 1/3 OF BALL 5HREDDED HARDWOOD BARK MULCH 0" MINJ EARTH SAUCER AROUND TREE REVISIONS: COUNTY COMMENTS - 28 JULY 2000 NRTH EDGE WITH EPE55ED 1(' 1T 3" BELOW GRADE ULGH N.T.S. 18" MIN. 6" MIN. Mli SCALE: NO SCALE PLAN N0. R130-22 REMOVE BURLAP FROM TOP 1/3 OF BALL SHREDDED HARDWOOD BARK MULCH 03" MINJ EARTH SAUCER AROUND BED Oj �l 'KEVIN T. BARNES V1. 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