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HomeMy WebLinkAboutSDP201900059 Plan - Approved Initial Site Plan 2019-12-13t oil NOTES TAX MAP PARCEL AND OWNER INFO: PARCEL 03200-00-00-019EO UNIVERSITY OF VIRGINIA FOUNDATION P.O. BOX 400218 CHARLOTTESVILLE, VA 22904 ZONING: PLANNED DEVELOPMENT INDUSTRIAL PARK (PD-IP) AIRPORT IMPACT OVERLAY ENTRANCE CORRIDOR OVERLAY MAGISTERIAL DISTRICT: RIO SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: TIMMONS GROUP 28 IMPERIAL DRIVE STAUNTON, VA 24401 (504) 885-0920 CONTACT: MICHAEL W. DORSEY CONDUCTED: 8/19/2019 DATUM: VERTICAL: NAVD88 SETBACKS "PER UVARP DESIGN CODE: 100 FT FROM LEWIS AND CLARK DRIVE (TO BE LANSCAPED) FRONT (BUILDING): 10 FT (MINIMUM) FROM ROW OR EXTERIOR EDGE OF SIDEWALK IF THE SIDEWALK IS OUTSIDE OF THE ROW FRONT (PARKING): 10 FT FROM PUBLIC STREET ROW SIDE AND REAR: ADJ. TO COMMERCIAL/INDUSTRIAL: IN ACCORDANCE WITH BUILDING CODE STEPBACKS: 15 FT FOR EACH STORY THAT BEGINS ABOVE 40 FT IN HEIGHT OR FOR EACH STORY ABOVE THE THIRD STORY, WHICHEVER IS LESS PRESENT USE: OFFICE (RESEARCH, LABORATORY) PROPOSED USE: OFFICE (RESEARCH, LABORATORY) ±10,745 SF ADDITION EXISTING PARKING: 176 SPACES (PER APPROVED SITE PLAN SDP200100047) REQUIRED PARKING PER ORDINANCE: (36,120 SF X 0.8) X (1 SPACE / 200 SF) = 145 SPACES MAXIMUM PARKING ALLOWED FOR CURRENT USE: 1.2 X 145 SPACES = 174 SPACES PROPOSED PARKING: PHASE 1 = 176 SPACES NO CHANGES TO EXISTING PARKING PROPOSED PHASE 2 = 232 SPACES 62 SPACES ADDED, 6 SPACES REMOVED ADA PARKING REQUIRED: PHASE 1 = 6 SPACES (AT LEAST 1 VAN ACCESSIBLE SPACE) (PER 2012 VCC) PHASE 2 = 7 SPACES (AT LEAST 2 VAN ACCESSIBLE SPACES) (PER 2012 VCC) ADA PARKING PROVIDED: 7 SPACES (FROM APPROVED SITE PLAN SDP200100047) MAXIMUM BUILDING HEIGHT: 3 STORIES (OFFICE, PER UVARP DESIGN CODE) TOTAL PROPOSED DISTURBED AREA: 1.29 ACRES PHASE 1 = 0.45 ACRES PHASE 2 = 0.84 ACRES 1 ' • Cam.: ���:'�i�` EXISTING: 2.21 ACRES POST PHASE 1: 2.42 ACRES POST PHASE 2: 2.94 ACRES 'PHASE 2 (ADDITIONAL PARKING) WILL BE TRIGGERED UPON CONVERSION OF TENANT SPACE OR THE EXPIRATION OF CURRENT LEASES THAT WILL REQUIRE EXCESS PARKING COMPARED TO THAT WHICH CURRENTLY EXISTS ON SITE. TRIP GENERATION LAND USE: GENERAL OFFICE BUILDING ITE CODE: 710 AMOUNT: 36,120 UNITS: SF (GFA) WFFKnAY ADT AM PEAK HOUR PM PEAK HOUR 352 IN 47 OUT 6 TOTAL 53 IN 9 OUT 42 TOTAL 51 UTILITY DEMANDS WATER FLOW (AVERAGE DAILY DEMAND) 10,745 SF X 250GPD / '1000 SF = 2,687 GPD AVERAGE HOUR = 2,687 / 24 = 112 GALLONS PER HOUR MAX HOUR = 300% OF AVERAGE HOUR = 112 X 3 = 336 GALLONS PER HOUR PEAK DOMESTIC DEMAND = MAX HOUR X 2 = 672 GALLONS PER HOUR SEWER FLOW (AVERAGE DAILY FLOW) 10,745 SF X 250GPD / 1000 SF = 2,687 GPD INITIAL SITE PLAN COUNTY OF ALPbm"EMARLE, VIRGI11\j'IA l M1 } Sleet List Table Sheet Number Sheet Title C0.0 COVER SHEET C1.0 NOTES & DETAILS 1 C1.1 NOTES & DETAILS 2 C2.0 EXISTING CONDITIONS C2.1 DEMOLITION PLAN - PHASE 1 C2.2 DEMOLITION PLAN - PHASE 2 C4.0 LAYOUT AND UTILITIES - PHASE 1 C4.1 LAYOUT AND UTILITIES - PHASE 2 C5.0 GRADING AND DRAINAGE - PHASE 1 C5.1 GRADING AND DRAINAGE - PHASE 2 C7.0 STORMWATER PROFILES L1.0 LANDSCAPE PLAN - PHASE 1 L1.1 LANDSCAPE PLAN - PHASE 2 L2.0 LANDSCAPE NOTES & DETAILS TOTAL = 14 SHEETS 1 DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT Submittal ' p Reviewed and Approved by the Comm+�n,it1 D i 2 I evelopment Department � re 2a 1 T. _Zoe 000rj`� - Signature APPROVAL DATE ..�, J r r Clfl�' f4z �., e. t_f3 Ir...Z,sK[ 0402048507 10/ 21119 .z e f1 M E O O � V N ui N r— Q O > E 6ULU aj E LL L' O LU 0 !o c1L,y s a- 2 L N .r QQ X � ff) 5 N >o a =Ln O N vm a � 00 -j O w UD F- vi 0 c� M 0 w > w U Q z v7 ZD 0 r z 0 i, U W w 0 z 0 w Is DATE 1012112019 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE N/A rr y Uj U C O a cu 0 0 Q Q 0 a Z5 O LU 0 ® (j) U o w e0 J � sC LU m� Lj w 0 'o co -� o O Q 2, (Do 2 os _ T F �o E� a o O fz z O ani x o� o '�i 0 W_ > Y X (D O O U S 2 Q)N ° o � U �o E � Z_ U U JOB NO. o 'n .— � U 44493 cu N SHEET NO. n o Co.0 E GENERAL NOTES TOP OF CURB / 4" 1m ROADS SEWER }......... .......................... f EXISTING SANITARY SEWER STORM PIPE &STRUCTURE N0. O DROP INLET & STRUCTURE NO. WATER CURB i'i EXISTING WATER LINE CURB & GUTTER GRADING 4� BENCH MARK ®®®®®®® CLEARING LIMITS TC =TOP BC = OF CURB BACK OF CURB - 200 - - EXISTING CONTOUR EP = EDGE OF PAVEMENT TW = TOP OF WALL 200 PROPOSED CONTOUR BW = BOTTOM OF WALL TS = TOP OF STAIRS + 240.5 EXISTING SPOT ELEVATION BS = BOTTOM OF STAIRS TC 240.5 N/A = NOT APPLICABLE TO THIS PROJECT PROPOSED SPOT ELEVATION 10 PARKING COUNT JUNE 27, 2019 ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. 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. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) 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. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS AND ROAD AND BRIDGE STANDARDS. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A 20, TRANSITION ON EACH SIDE OF THE INLET. (N/A) 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI A117.1-03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 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 MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. 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. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS 111. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. 1.5"-2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A ov�U�Uovo EXISTING AGGREGATE BASE COMPACTED SUBGRADE MILL AND OVERLAY SEQUENCE: REMOVE EXISTING ASPHALT. COMPACT AND ROLL TEST EXISTING BASE COURSE. THEN PLACE NEW ASPHALT SURFACE. MILL AND OVERLAY PAVEMENT SECTION No Scale NI FP l 3TH 0.5 ANCHOR WITH 5/" REPAR IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP PRECAST CONCRETE WHEEL STOP No Scale VDOT STANDARD CG-2 CURB No Scale 2" R COMPACTED SUBGRADE VDOT A-3 CONCRETE CONTINUE 21B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB CONC CURB AND GUTTER CLASS 3A, (fc=3,000 PSI) CONCRETE d a d 7" 2'-0" CONTINUE 21 B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB STANDARDVDOT 6 CURB i GUTTER 1.5" ASPHALTIC CONCRETE SURFACE COURSE - SM-9.5A 4" INTERMEDIATE BASE COURSE - BM25.OA TYPE 21-B AGGREGATE SUBBASE COURSE ---COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) ' 1 DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale 1.5" ASPHALTIC CONCRETE SURFACE COURSE - SM-9.5A 5" INTERMEDIATE BASE COURSE - BM25.OA TYPE 21-B AGGREGATE SUBBASE COURSE L COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale NON -SLIP BROOM FINISH CRETE SI VARIABLE WIDTH' MAX. CROSS SLOPE 2% y -x-------------.._..a_.._,.......------- -Q - ° d 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21 B STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. 1011 r� Lie. No. 0402011,8507 7) 10/ 21119 � J' 10 rliZtaii z O a V cn w z O �n w w a DATE 1012112019 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE N/A U LLj 0 Q) N 0 2- Q a 0 _ Q v) o > Cu U) 0 Lu Cu O `o w 06 � �Q Lj w Li = o 2 � 0 Ln 0 2z wo 0 0 > �o EC Cu N a0 � U o= zN o� E Q :2x ow 0 > N ate+ U N �0 o U U 2 LN �0 � U (o au E U Cu 0� U JOB NO. 0 o N - (6 U 44493 m H, w C = O SHEET NO. Q U o C1.0 L �_ METER SIZE DIMENSION A DIMENSION B DIMENSION C 1 1/2• 311' 5V 318' 21 3Y 5'0' 3'8' 3' 5' MIN. 10' MIN 61 MIN, 4' 5' MIN. 12' MIN, GREATER THAN 4' 1 PROPOSALS WILL BE SUBMITTED, B DOOR HINGES ! ! ! ! ! ! ! ! fLIFT HANDLE L- - _..-. - - ...... -... •._......_ - _. _... _.._ TYPICAL METER VAULT RT,S, FIG, W-7A TD-1,4 EMB SPRIT 0 NO. 68 SIDE VIEW 75' DIAMETER DRILLED TOLE FOR TOUCH READ !NITS, TOP VIEW 3" DIAMETER FLAT SEARING SURFACE UNDERNEATH 24' X 36' ALUMINUM ACCESS HATCH REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE N(ALL PIPE) NOTE : 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21 A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH N TS FIG. S-3 TD-34 12" MIN (TYP.) 1.5"DIA GALV. RAIL (TYP.) a 1 t 2'-10" EXP. (TYP.) 2'-10" JOINT 12" MIN - FINISHED GRADE (TYP.) 12' (TYP.) 000 a 4' WASH 1 /2" R �'- nd. (MAX.) s l t.5 E ° CONCRETE <d.. #3 REBAR (12" O.C.) 5" # 57 STONE d < 4 8" "I'_01 9 (2) #5 REBARS, BOTTOM CONTINUOUS, 3„ LAP 2'-2" AT SPLICES NOTES: 1. FINE BROOM FINISH ALL STAIRS. 1, �„ COMPACTED SUBGRADE 2. RAIL ON BOTH SIDES OF STEPS (IF NOTED) 3. SEE PLAN FOR RISER HEIGHT EXTERIOR STAIRS WITH HAIL®RAIL No Scale EXIST GRAD METAL INSPECTION FRAME W/SOLID LID (NEENAH R-1975 OR EQUIVALENT) _. 3" CONCRETE COLLAR ---CRUSHED STONE BEDDING 6" DI CLEANOUT PL UG AT END OF LINE CLEANOUT DETAIL N Scale a ° e d < °.6;, ° a EP LSEE SHEET C5.0 CURB TRAINSITION DETAIL No Scale DI-3A, 36, 3C AILS OF INLET VDARDCOVERC-2. �- BACK OF SIDEWALK C `BAR F I- BAR A D FACE OF CURB JOINT GUTTER CRACK CONTROL JOINT PLAN L-VARIABLE - MAX. 20' I B RS G I BARS F BARS E L� B N 1 3" DIAMETER WEEP HOLE FRONT ELEVATION EXPANSION KEYED JOINT Y CONS BAR" BARS G APPROACH 1 UTTER BAR G X w i iGae� GUTTER a BAR C 1 - SUBBASE B - ?, HARDWARE z _ _ BARS F.� CLOTH `WEEP HOLE. O W + I SEE NOTE 8 O C I M � I y w STEPS.ISE NOTE 5 SECTION ArF-A 6' MIN. 10 MAX' (- KEYED CONST. JOINT 2'-10 ' GUTTED GUTTER BARS A -APPROACH GUTTER BARS - - - - - - (GUTTER REMOVED) L 5X1/4" BENT PLATE = SECTION B-B .V BARS E BARS B 2., N /4 R TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CO-7 STANDARDS. `r -' GALVANIZED TYPE B NOSE DETAIL SHALL BE USED WITH CC-2 & CG-6 STANDARDS. TYPE A TYPE B I/z' X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68'30' TO ANGLE IRON AT 2'C-C. CONNECTORS AND IS TO BE ANCHORED WITH /2" X 4" STUD SHEAR NOSE DETAILS YIELDED TO BENT PLATE AT 2' C-C. 2„ APPR. PAVEMENT OF3A -.L. DI-30 L DI-3C L r WARPED PAVEMENT I = ! FLOW z FLOW I FLOW J � ° 1•_0„ 1 1 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL \yao-r S ROAD AND BRIDGE STANDARDS STANDARD CURB DROP INLET REFERENCE SHEET i OF 2 REVISION DATE 12" - 30" PIPE- MAXIMUM DEPTH (H) 0 8' 233 104.09 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 DI-1 ' PLAN (GRATE REMOVED) 1 L_q 2/2" DIMENSIONS FOR CAST IRON ONLY DETAIL A 4"-2" 2'-7"I as as p. ,oDo Aa- as a r r= N D, COLLAR zz gg zz �� 12" N h bo 1) 2 -1P 12"-16". 11 /2 SECTION N tNG A TH CAST IRON ---- %z SECTION STEEL NOTES 2'-7" LUGS TO BE CAST WITH i"_3/„ L 2112" x 2/2" x i'A" 1, DEPTH OF INLET (H) TO BE SHOWN ON COLLAR -[-._. 10'-4" LONG PLANS. FOR DEPTH GREATER THAN 10' USE STANDARD DI-1A B B A 2. THE DA DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS KONEWELDED WILL BE MEASURED FROM THE INVERT OF fff�JJJTTT! CAST GALV THE OUTFALL PIPE TO THE TOP OF THE i\ . IRON STEEL JOINT STRUCTURE. PLAN "H" DIMENSIONS ARE I APPROXIMATE ONLY FOR ESTIMATING w 66 ± ' WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS OPTIONAL 43.6 LBS CONNECTORS BY THE SHALL BE Et IELD BRACE RIBS 3 LBS I TO COLLAR CONTRACTOR FROM CONDITIONS. INCLUDING INCLUDING GS 3. WHEN SPECIFIED ON THE PLANS THE LUGS (CONNECT INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF T FURNISHING AND PLACING ALL MATERIALS INCIDENTA_( TO THE SHAPING IS TO BE sl INCLUDED IN THE BID PRICE FOR THE /2"x1/ti'x4 117 ( �2„ x4" ("J STRUCTURE. LUGS 12„ 9/z" STUD SHEAR 4. IN THE EVENT THE INVERT OF THE CONNECTORS OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT SEE DETAIL A OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT SECTION B-B STRUCTURE T HE COST OF FURNISHING E COLLAR DETAIL I/ ' MIN RAISED TODINLET PLACING CISHAPING ISTTO BE INCLUDEDRIALS D� UTTERING IN THE BID PRICE FOR THE STRUCTURE. DUMP NO WASTE DRAINS TO WATERWAYS 5• STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" OR GREATER. FOR DETAILS SEE STANDARD ST-1. DETAIL B 6. THIS ITEM MAY BE PRECAST OR CAST - IN -PLACE. �7. #4 X 8"' SMOOTH DOWELS AT CLOTH 1'-3" SEE DETAIL B APPROXIMATELY 12" C-C TO BE PLACED IN ALL AREAS ADJACENT 4" DEPTH ACGR. TO ABUTTING CONCRETE TO PREVENT #68, #78 OR (j (j SETTLEMENT. IN LIEU OF DOWELS #B x 6" WIDTH I(jj Ilj' \ A 2"X4" NOTCH MAY 8E PROVIDED. u `N SEE STANDARD T-DI-3, 4 FOR 3" DIAMETER jnnj�� finn�(( ALTERNATE DESIGN. WEEP HOLE SEE NOTE 8 ,0 8. 3" DIAMETER WEEP HOLE WITH 12"X12" PLASTIC HARDWARE CLOTH I/q" MESH TI N OR GALVANIZED STEEL WIRE, MINIMUM OR 4" Iu{ HARDWARE CLOTH WIRE DIAMETER OANCHORED RFIRMLY H m N n v 4 v p v = TO THE OUTSIDE OF THE STRUCTURE. n p ,vzi 9• CAST CLASS(N PLACE A3 113000 PSDR PRECASTETE IS BE � � CONCRETE IS TO BE A000 PSI. SECTION A_A 1/2 �}¢.- II PF�`-' 2 10. ANY ALTERNATE METHODS OF ANCHORAGE EER CONCRETE QUANTITIES FOR MIN. DEPTH SEE DETAIL B I I ' I _1 4" I_ MAYBESUBSNG THE TITUTED FORFTHE CASTIRON"LUGS AS SHOWN HEREON. 12" CONCRETE PIPE - 1.440 CU. YD. CONCRETE ��APPROXIMATE MATE WEIGHT 15" CONCRETE PIPE - 1,528 CU, YD, CONCRETE Me yq" CAST IRON 17. DUMP NO WASTE DRAINS WATERWAY 18" CONCRETE PIPE - 1.620 CU. YD. CONCRETE GRATE 363 ± 18 LBS LETTERING IS REQUIRED ONN ALL DI-1 24" CONCRETE PIPE - 1.817 CU, YD, CONCRETE GRATSECTION C-C SECTION D-D VARY EBYS. LMANUFAC OCATION ©RER.ADD TTERING MAY ADDITIONAL FOOT OFEDEPTH- GRATE DETAIL NVL;)F-1 r STANDARD DROP INLET SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET t OF 1 REVISION DATE 12" - 24" PIPE' MAXIMUM DEPTH (H) a 10' 233 104.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 �MAX. 6'-0" "� MAX. 6' 0'--- GRIPPING RAL t 4/p' O.C. 3/q' NPS PIPE PICKET -w".. O.C. %" SOLID PICKET GROUNDNG RAIL EXPANSION JOINTS AT - INTERVALS NOT EXCEEDING 'il 3" MAX- 30 FEE_(. V-3" POSTS 2" MIN. NPS (2-375" O.D.) SCHEDULE 80 PIPE RETAINING WALL RAILS 2" M!N. NPS (2-375" O.D.) SCHEDULE 40 PIPE EXPANSION JOINT PICKETS : �/4" MIN. NPS (1.05" C.D.) SCHEDULE 40 PIPE OR 5'" MIN. SOLID STEEL SMOOTH ROUND ROD HR-1 TYPE it PEDESTRIAN RAILING (FOR USE ALONG SIDEWALKS AND RAMPS) SEE ROADWA'' PLANS - SEE ROAD PLANS FOR RETAINING WALL DETAILS. MAX. 6'-O" - ( -MAX. I ''/z" DIA, SOLID STEEL SM TH ROUNO ROD (TYP.) OR 1" STANDARD PIPE_. ,ANCHOR Imp BOLTS 4" O.C. {+ , (TYP.) 12" 3" MAX. Frf!/ ANCHOR BOL -FS ruin. y 12" OR TYPICAL SECTIONS 2" /I I`Aq�N. "-CONCRETE STEPS FOR DISTANCE TO t/SCHEDULE NPS CHEOULE 40 PIPE-\ POSTS : MIN. NPS (1.90" O.D.) SCHEDULE 80 PIPE SIDEWALK OR SHARED GRIPPING RAIL RAILS : 1/2" MIN. NPS (1.90" O.D.) SCHEDULE 40 PIPE USE PATH. GROUNDING ELECTRODE HR-1 TYPE I HANDRAIL 1 r 12" 21/a" min. (FOR USE ALONG STEPS) NOTES S/g" SCUD STEEL THE CONTRATOR HALL SUBMIT DRAWINGS DETAILING ALL SHOO FH ROUND ROD. ASPECTS OF FABRICATION AND INSTALLATION OF RAiLING. CONCRETE FOOTING TO INCLUDING CONCRETE FOUNDATIONS FOR APPROVAL BY THE BE DESIGNED BASED ON s GRIPPING RAIL DETAIL ENGINEER PRIOR TO INSTALLATION. SHOP DRAWINGS SHALL SOIL CONDITIONS. 12�' ANCHOR BOLTS (FOR USE ALONG SIDEWALKS AND RAMPS) BE SGNED AND SEALED BY A PROFFESSIONAL ENGINEER, MIIV. HOLDING A VALID LICENSE TO PRACTICE ENGINEERING IN GRIPPING RAIL SHALL BE INSTALLED WHEN THE COMMONWEALTH OF VIRGINIA, THE SIDEWALK OR RAMP GRADES ARE EQUAL 2. ALL RAILING COMPONENTS AND FASTENERS SHALL BE GALVANIZED IN EARTH FOUNDATION DETAIL TO OR GREATER THAN 5 PERCENT. GRIPPING ACCORDANCE WITH THE CURRENT ROAD AND BRIDGE SPECIFICATIONS. (FOR USE WITH TYPE II& IIIRAILINGS) RAIL WILL BE INCIDENTAL TO THE COST OF TO ACHIEVE A UNIFORM COATING ON ALL SURFACES VENTING AND THE RAJLING. DRAINAGE HOLES FOR GALVANIZING SHALL BE INCLUDED IN THE SHOP DRAWINGS. ... ALL FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A307, MAX. 0'-0" MAX- 6'-0" ASTM A563, AND ASTM F844. ALL ANCHOR BOLTS SHALL BE IN SEE ROAD PLANS ACCORDANCE WITH AASHT0 M314, GRADE 36. _4�/X" O.C.%" NPS PIPE PICKET 4 --4 FOR RETAINING 4. A CHEMICAL ANCHOR SYSTEM FROM VOOT'S APPROVED MATERIAL 41/g" O.C. s/g" SCUD PICKET WALL DETAILS. LIST MAY BE USED IN LIEU OF CAST IN PLACE ANCHCRS AND SHALL BET IN THE SHOP DRAWINGS. --i 5, POSTS SHALL BE MITERED TO MATCH GRACE OF RAMPS, SIDEWALKS. AND STEPS. 6, HANDRAILS SHALL MATCH GRADE OF RAMPS SIDEWALKS .AND STEPS. y. 7. ALL POSTS AND PICKETS SHALL BE SET PLUMB. 8. RA.IUNGS SHALL BE GROUNDED AND EFFECTIVELY BONDED. ' GROUNDING MATERIALS INSTALLATION TO BE IN ACCORDANCE WITH ST'D. FE-6. 9, COMMERCIALLY AVAILABI-E RAILING SYSTEMS MAY BE USED IN LIEU OF DESIGNING AND FABRICATING THE RAILING. DOCUMENTATION FROM 'THE MANUFACTURER VERIFYING THAT PROJECT" REQUIREMENTS ARE RAIL EXPANSION JOINTS AT BOLTSANCHOR MEF WITH THE RAf-ING SYSTEM SHALL BE SUBfvIITtED WITH THE INTERVALS NOT EXCEEDING i MAX. INSTALLATION DRAWINGS AND APPROVED BY THE ENGINEER IN 30 FEET. ACCORDANCE WITH NOTE 1. POSTS 2" MIN. LIPS (2.375" O.D.) SCHEDULE 80 PIPE 10. HANDRAIL TO BE IN ACCORDANCE WITH THE LATEST EDITION OF RETAINING WALL �> RAILS 2" MIN. NPS (2.375" O.D.) SCHEDULE 40 PIPE THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. EXPANSION JOINT- PICKETS 11. THIS HANDRAIL IS TO BE USED ONLY AS A PROTECTION FOR j/q" MIN. NPS (t.05" O.D.) SCHEDULE 40 PIPE OR %I, MIN. SOLID STEEL SMOOTH ROUND ROD GROUNDING PEDESTRIANS AND SHOULD NOT BE PLACED IN ANY LOCATION HR-1 TYPE ill BICYCLE RAILING ELECTRODE WHERE IT MIGHT BE SUBJECT TO ANY VEHICULAR IMPACT. FOR VEHICULAR PROTECTION STANDARD GUARDRAIL SHOULD (FOR USE ALONG SHARED USE PATHS) BE USED. SFECiFICA"TION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. XVDOT REFEFENCE STANDARD HANDRAIL ROAD AND BRIDGE STANDARDS "38 S 2METHOD OF LOCATING AND ERECTING REVISION DATE SHEF_T 1 OF 1 504 'VIRGINIA DEPARTMENT OF TRANSPORTATION 7/11 501.05 7; 0 l`- r Lio. No. 04020118507 1.6 m 10/ 2V 19 1�7 m E ® O � V N � N > E E Lu( .> +� Lu Qp tt''-; Nm O � L WuO�r, a � U Do Z Lua-Iri O CD v) ® N C7 rj Lu � m � 3: 0 X � g fY D- W Q Q Q _ U) N Z O �U<� I_- H N V W QJ d � 00 _J UD V) O O I- 0 W > Lu Lu Z O DATE O1012112019 r DRAWN BY A. FONTAINE 0 DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI qp SCALE N/A c 0 B s N (Sf ca Q 0 Lie. No. 0402048507 3 2 Ill 2V I9 ! ✓ra M E O O � V N � N � Q O E N E W V Q If i: O UJ s M U0 z LU—Lr; o H c7 LU V M 3: � b X V) Q LU to Q o 4 ::) d- U-) 3: c: N z O F Q L 5-- Lr; H o N > Lli ry W J lD f'- W > W Uj T Q u C) Q z O L DATE > 1012112019 O DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE An CHECKED BY C. KOTARSKI SCALE 1 "=30' O L N 'O C O (0 Q O > N N 0 N A C t53 O 7o O N O cU C Q O O O C -a n_ U :3O -0 Q� O N U) i z op O S C T c1S Q C N 2 O D U O� 'S z N O aNi Q o � o o � a� c > Y N c6 7 N U X O N O N (J 2 � N 00 N U O O N C � 7 C U O 0 6 Q) O -0 U _ O O N O N .— cu U '6 ? County of Albemarle Conservation Ilan Checklist — To be placed on Landscape Plaits (Handbook, pp I11-284-111-297 for complete specifications) 1. The following iteans shall be s%ovvu on theplan: J Trees to be saved; El Limits of clearing (outside dripline of trees to be saved); Ll Location and type of protective fencing; Ll Grade changes requiring tree wells or walls; ® Proposed trenching or tunneling beyond the limits of clearing. 2. €Markings• ® All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. El No grading shall begin until the tree marking has been inspected and approved by a County inspector. 3. Pre -Construction Conference: LJ Tree preservation and protection measures shall be reviewed with the contractor on site. 4. L:gniningnt Ouerationi and Storage: Ej Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: ® Such devices shall not adversely affect trees to be saved. f. Fires- LJ Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials. Ll Toxic, materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: LJ Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. LJ Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: Ll When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 1€4. Tree Walls: LJ When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: LJ When trenching is required within the limits of clearing, it shall be done as far away front the trunks of trees as possible. 'funneling under a large tree shall be considered as an alternative when It is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: LI Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: ® Damaged trees shall be treated immediately by pruning, fertilization or other metliods recommended by a tree specialist. NOTE: IT 1S THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION .12EQUIREMENTS. OWNER SIGNATURE (DATE) CONTRACT PURCHASER SIGNAT'iURE (DATE) 5/1/06 Page I of 1 HEIGHT VARIES WITH PLANTS 12" MIN. 1 EDGE OF BUILDING, WALK OR STRUCTURE VOIDS MULCH LINE PLANT UNDER DRIP LINE OF LIMBED UP SHRUBS & TREES TRIANGULAR INFILL SPACING PLANT PERIMETER AT INDICATED SPACING PLANT UP TO EDGE OF SHRUBS UNLESS OTHERWISE NOTED PLANT 2-3" MULCH LAYER 1" COMPOST LAYER AMENDED SOIL MIX UNDISTURBED EARTH i � a 121,11211,111� 3- 2" x 2" HARDWOOD STAKES ROOT BALL 12 GAUGE GALVANIZED WIRE NEW 1/2" RUB 12 GAUGE GALVAN ALLOW FOR SLIGHT N/ 3 2x2 HARDWOO 2'-6" MIN BELOW STAKE SHALL BE MIN. 18" OUT FRc AND OUTSIDE OF I SET ROOTBALL FLUSH TO t 1-2" HIGHER IN SLOWLY SOILS. DO NOT COVER Tl THE ROOTBALL \ ROOTFLARE SHALL E ABOVE FINISHI PRUNE 1:1 SLOPE ON PLAN] SCARIFY SIDES BEFORE PLACE ROC UNEXCAVATED OR TAR V UnIVIL 1 LI\ 10 jo11, 11 u 1 ;1�= AW }, REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP % OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS AT THE SAME GRADE AS ORIGINALLY GROWN OR 1-2" ABOVE IN POOR DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL REMOVE ALL STRING, WIRE, AND BURLAP FROM TOP % OF BALL BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER SCARIFY BOTTOM AND SIDES OF PIT �'�. .a 1_. } 1H` CONTAINER DO NOT PRUNE TERMINAL LEADER OR BRANCH TIPS REMOVE TAGS, LABELS AND PLASTIC SLEEVING DO NOT WRAP TRUNK PRUNE BROKEN BRANCHES 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 6" SAUCER 1" COMPOST LAYER IF FIELD GROWN CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP %3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT CROOT BALL 12 GAUGE GALVANIZED WIRE 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"x2" HARDWOOD STAKE, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNKFLARF SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6" SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 1" COMPOST LAYER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK 1" COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER 6" SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS PHASE 2®PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT PLA OCC 10 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 2.5" CAL. B&B REQUIREMENT SITE AREA CALCULATIONS REQUIRED PROVIDED 10% OF THE SITE IS TO 0 SF(PROPOSED) + BE COVERED BY TREE 309,271 SF 309,271Ll0 = 30,927 SF 30,927 SF 164,906 SF(EXISTING) _ CANOPY 164,906 SF .._i i d — ��� — ._ 21 11 M ' M M ME-� REQUIREMENT AMOUNT CALCULATIONS REQUIRED PROVIDED 5% OF THE PAVED PARKING AREA IS TO 23,154 SF 23,154 x .05 = 1,158 SF 1,158 SF 2,181 SF LANDSCAPED 1 LRG. OR MED. SHADE TREE PER 10 PARKING 62 SPACES 62/10 = 6.2 SHADE 3 SHADE; TREES 6 SHADE TREES SPACES TREES REQUIREMENT SITE AREA CALCULATIONS REQUIRED PROVIDED 10% OF THE SITE IS TO 2,000 SF(PROPOSED) + BE COVERED BY TREE 309,271 SF 309,271Ll0 = 30,927 SF 30,927 SF 150,525 SF(EXISTING) _ CANOPY 152,525 SF PRE -CONSTRUCTION ® CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. ® VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. ® PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE ARCHITECTS, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. ® PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS CONSTRUCTION/INSTALLATION ® LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" ® LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. ® INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. INSPECTIONS/GUARANTEE ® UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. ® ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR ® PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. ® REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION ZANK W. JCM 10/21/19 E v Ui C < > E G E LU ® LL ur® cgs O FLU a � U 00 LU _j — Lri rla 0� �>< � ce on cv ce ��> Lrl c Ln 00 J ® LU �r O h 0- !2 U ih w z O_ to > LU LU F— DATE 1012112019