Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
SDP201500037 Plan - Approved 2015-09-16
v� 3 U UI 0 0 0 i c E m E Q c 0 a a� 0 0 0 C4 a .c_ 0 m U 3 0 to N i SHEET N0. 1 OF 24 2 OF 24 3 OF 24 4 OF 24 5 OF 24 6 OF 24 7 OF 24 8 OF 24 9 OF 24 10 OF 24 11 OF 24 12 OF 24 EOF 17 OF 24 E 22 OF 24 23 OF 24 24 OF 24 IA Ott IA _ L . C -1 C -2 C -3 C -4 C -5 C -6 C -7 C -8 C -9 C -10 C -11 C -12 C -13 C -14 C -15 C -16 C -17 C -18 C -19 C -20 C -21 C -22 C -23 C -24 CAN 1__�Rl Ul Wl--.sT.Ml.NS 3 :"Zy 117 1"NAI�.� ii i A AMENJ i ALBEMARLE COUNTY, TITLE COVER SHEET GENERAL NOTES, ABBREVIATIONS & LEGEND GENERAL NOTES GENERAL EARTHWORK NOTES OVERALL PLAN EXISTING CONDITIONS & DEMOLITION PLAN -PHASE 1 EXISTING CONDITIONS & DEMOLITION PLAN -PHASE 2 SITE LAYOUT PLAN -PHASE 1 SITE LAYOUT PLAN -PHASE 2 GRADING AND DRAINAGE PLAN -PHASE 1 GRADING AND DRAINAGE PLAN -PHASE 2 SEE VSMP PLAN STORM SEWER PROFILES FOR SHEETS 13 -16 GIMP ANALYSIS STORM DRAINAGE AREA MAP STORM DRAIN CALCULATIONS UNDERGROUND DETENTION CALCULATIONS RAIN GARDEN DETAILS DETAILS EROSION AND SEDIMENT CONTROL PLAN -PHASE 1 EROSION AND SEDIMENT CONTROL PLAN —PHASE 2 EROSION AND SEDIMENT CONTROL NARRATIVE & DETAILS EROSION AND SEDIMENT CONTROL DETAILS LANDSCAPE PLAN -PHASE 1 LANDSCAPE PLAN -PHASE 2 LANDSCAPE DETAILS SEE VSMP PLAN FOR SHEETS 18 -21 NOTES: 1. THE PURPOSE OF THESE PLANS IS TO SHOW THE BUILDING DEVELOPMENT PLAN FOR REPLACING 5 RESIDENTIAL DUPLEXES WITH 5 SINGLE FAMILY HOMES AND CONSTRUCTING A PARK WITH ADJACENT PARKING. 2. MAINTAIN ACCESS TO EXISTING DEVELOPMENT ROADS AT ALL TIMES. WHEN CROSSING ROADWAY IS REQUIRED, INSTALL PROTECTIVE CONSTRUCTION MATTING AND WARNING SIGNS. PROVIDE FLAG MEN AIND ANY OTHER TRAFFIC CONTROLS, INCLUDING TEMPORARY LANES AS REQUIRED TO MAINTAIN ACCESS. k • DARDEN TOWE PARK WW ASSOCIATES AVEMORE 0 g0 PANTOPS SHOPPING CENTER SITE RIVER VIEW PARK 64 13AR�S0'01T�0 < - gICI;lv101`m 64 MART HA �� KESMCK -> JEFFERSON Nslummom RIVANNA RIVER low*\ HOSPITAL VICINITY MAP SCALE: 1 " =2000' F.111 m 00-1 INVA RAN IN I! iilllill 1111111 ll fill Ed ml I APPROVALS DATE DEPARTMENT OF COMMUNITY DEVEL RMEN T PLANNING /ZONI[NG ENGINEER ENGINEERS SURIVEYORS PLANNERS AsSOCIATES PO Box 4119 3040 Avetmore Squ:ue Pl. Lynchburg, VA 24502 Ch.lwt,mille.VA22911 Phone: 434.316.6080 Phone: 434.984.2700 WWW.wwassociates.neil INSPECTIONS PROJECT: WESTMINSTER — CANTERBURY FINAL SITE E PLAN AMENDMENT ALBEMARLE COUNTY, VA SET REV. N0. 1 ARB DEPARTMENT OF FIRE; & RESCUE ALBERMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT SITE DATA WESTMINSTER - CANTERBURY OF THE BLUE RIDGE 250 PANTOPS MOUNTAIN ROAD CHARLOTTESVILLE, VIRGINIA 22911 ENGIN.EM; WW ASSOCIATES, INC 3040 AVEMORE SQUARE PLACE CHARLOTTESVILLE, VA 22911 (434) 984 -2700 ATTN: HERBERT F. WHITE III, P.E. EMAIL: HWHITEOWWASSOCIATES.NET SOURCE OF TITLE: THE PROPERTY AS SHOWN ON THIS PLAN IS THE PROPERTY CONVEYED UNTO WESTMINSTER- CANTERBURY OF THE BLUE RIDGE, BY THAT CERTAIN DEED DULY ON RECORD IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF THE COUNTY OF ALBEMARLE, VIRGINIA IN D.B. 1594, PG. 087, AND IS INDICATED AS TAX MAP PARCEL TMP 78- 055A6. SOURCE OF BOUNDARY SURVEY: DATED: SOURCE OF TOPOGRAPHY: COUNTY, STATE: MAGISTERIAL DISTRICT: WATER PROTECTION AREA: TAX MAP /PARCEL: ZONING: ZMA RELATED TO PROFFERS OVERLAY DISTRICT. EXISTING USE: PROPOSED USE: TRASH: YARD REQIUIREMENTS: BUILDING HEIGHTS: BUILDING UNITS: BUILDING SETBACKS: WW ASSOCIATES, INC (PROJECT LOCATION ONLY) JUNE 2015 WW ASSOCIATES, INC BY FIELD SURVEY PERFORMED ON: JUNE 2015 ALBEMARLE COUNTY, VA RIVANNA N/A (NON -WATER SUPPLY WATERSHED) 78 -055A6 PRD (PLANNED RESIDENTIAL DEVELOPMENT) ZMA -1997 -00003 ENTRANCE CORRIDOR RESIDENTIAL RESIDENTIAL AND RECREATION INDIVIDUAL TRASH CONTAINERS AND DUMPSTERS THERE ARE NO MINIMUM OR MAXIMUM LOT WIDTHS OR DEPTH REQUIREMENTS. 26' TO PEAK 5 SINGLE FAMILY 20' FROM PROPERTY LINE 1 ADDRESSED COUNTY ARB COMMENTS RU 8 -26 -15 ,I,H ic. N . 12 ti `SIGNAL �`� ENGINEERS SURIVEYORS PLANNERS AsSOCIATES PO Box 4119 3040 Avetmore Squ:ue Pl. Lynchburg, VA 24502 Ch.lwt,mille.VA22911 Phone: 434.316.6080 Phone: 434.984.2700 WWW.wwassociates.neil DESIGNED BY: JDB PROJECT: WESTMINSTER — CANTERBURY FINAL SITE E PLAN AMENDMENT ALBEMARLE COUNTY, VA SET REV. N0. 1 DRAWN BY: REG DRAWING NUMBER: C -1 TITLE. COVER SHEET DIHR BY. HFW SHEET NUMBER: 1 of 24 WWA NUMBER: 215011 04 FILE NAME: 501104C_CS.dw g DISCIPLINE: CML SCALE: H: AS SHOWN V. NIA DATE: 7115115 NO SHEET REVISION BY DATE NO. SHEET REVISION BY DATE a 3 0 C� 0 0 u� i e m v m E e 0 a 0 0 N a -S o� 3 0 C4 i PARKING: TOTALS BASED ON APPROVED MINOR SITE PLAN AMENDMENT SDP 2006 -109 DATED MAY 17, 2007 A. TOTAL REQUIRED = 499 B. TOTAL PROVIDED = 660 SYMBOL LEGEND LINETYPE LEGEND EX. NEW EXISTING NEW C. HANDICAP REQUIRED = 13 (2 VAN ACCESSIBLE) D. HANDICAP PROVIDED = 28 (8 VAN ACCESSIBLE) BENCHMARK /FFE BUILDING OVERHEAD TOTALS FOR NEW DEVELOPMENT SDP 2011 -0084 C BOLLARD O - - ADJACENT PROPERTY LINE - A. SPACES LOST DUE TO NEW DEVELOPMENT: 41 O BORE HOLE 0 — - - —R /W— - - —R /W— ADJACENT RIGHT -OF -WAY — - - —R /W— - - R /W- B. SPACES REQUIRED FOR NEW DEVELOPMENT: 74 8 1 BR UNITS X 1.5 SPACES /UNIT = 12 SPACES BUILDING COLUMN - - - - - - BUILDING COLUMN 26 2BR UNITS X 2 SPACES /UNIT = 52 SPACES ESTIMATED 10 NEW EMPLOYEES = 10 SPACES BUSH - - BOUNDARY PROPERTY LINE - C. SPACES PROVIDED WITH NEW DEVELOPMENT = 95 D. HANDICAP SPACES LOST DUE TO NEW DEVELOPMENT: 5 © CABLE BOX © — - - —R/W - - - -R/1N— BOUNDARY RIGHT -OF -WAY — - - —2/W - - --R/W- D. HANDICAP SPACES REQUIRED WITH NEW DEVELOPMENT: 4 (1 VAN ACCESSIBLE) CEMETERY — — — — — — — — — BUILDING SETBACK F. HANDICAP SPACES PROVIDED WITH NEW DEVELOPMENT: 6 (0 VAN ACCESSIBLE) TOTAL FOR NEW DEVELOPMENT SDP 2012 - 00021 CONIFEROUS TREE ��� BUSH LINE A. TOTAL PROVIDED: 28 NEW SPACES DECIDUOUS TREE OHCT OHCT CATV OVERHEAD TOTALS FOR NEW DEVELOPMENT (THIS SUBMISSION) DRAINAGE INLET GRATE UGCT UGCT CAN UNDER GROUND A. SPACES LOST DUE TO NEW DEVELOPMENT: 16 Qe DRILL HOLE Q OHT OHT TELEPHONE OVERHEAD (NO LONGER REQUIRED BECAUSE OF 4 REMOVED DUPLEX UNITS) B. TOTAL REQUIRED SPACES FOR 5 SINGLE FAMILY UNITS = 10 ELECTRIC PANEL BOX Q UGT UGT TELEPHONE UNDER GROUND C. SPACES CONVERTED FROM HANDICAP TO REGULAR SPACES: 2 D. SPACES CONVERTED FROM REGULAR SPACES TO HANDICAP: 2 ❑E ELECTRIC PEDESTAL DE > > > DITCH CENTER LINE > > > E. HANDICAP SPACES LOST DUE TO NEW DEVELOPMENT: 0 F. TOTAL PROVIDED = 27 (NEW SPACES, NOT INCLUDING EXISTING SPACES (BEING MODIFIED) ELECTRIC TRANSFORMER ❑ — — — EASEMENT CONSTRUCTION AND GRADING G. HANDICAP SPACES REQUIRED WITH NEW DEVELOPMENT: 2 (1 VAN ACCESSIBLE) VE ELECTRIC MAN HOLE ® EASEMENT SLOPE H. NEW HANDICAP SPACES PROVIDED WITH NEW DEVELOPMENT: 2 (2 VAN ACCESSIBLE) (NEW SPACES, NOT INCLUDING EXISTING SPACES BEING MODIFIED) FIRE HYDRANT y — — — EASEMENT SANITARY SEWER g FLAG POLE b EASEMENT STORM TOTALS FOR EXISTING AND NEW DEVELOPMENT A. TOTAL REQUIRED: 567 (499 + 74 - 16 + 10) © GAS MAN HOLE © — - - - - - - - - - — EASEMENT STORMWATER MANAGEMENT — --- - • - --- - • - - • B. TOTAL PROVIDED: 753 (660 - 41 + 95 + 28 - 16 + 27) GM GAS METER ®M EASEMENT UTILITIES C. HANDICAP REQUIRED: 16* (2 VAN ACCESSIBLE) (13 + 4 -1 [SEE NOTE BELOW]) GAS VALVE EASEMENT WATER D. HANDICAP PROVIDED: 31 (10 VAN ACCESSIBLE) (28 - 5 + 6 + 2) NOTE: * THESE CALCULATIONS ARE BASED ON THE BEST INFORMATION AVAILABLE FROM PREVIOUSLY © GENERATOR X X X FENCE BARBED WIRE APPROVED SITE PLANS. A CORRECTION HAS BEEN MADE TO THE MINIMUM NUMBER OF REQUIRED Q GROUND LIGHT GUARD RAIL - - - - - HANDICAP SPACES BASED ON THE ADA REQUIREMENT OF 2% OF THE TOTAL PARKING PROVIDE WHEN 501 TO 1000 SPACES ARE PROVIDED. GUY POLE 0 0 0 o FENCE CHAIN LINK — 0 0 0 0 HANDICAPPED PARKING - ❑ a o FENCE WOOD PREVIOUS COUNTY OF ALBEMARLE APPROVALS INCLUDING OR ADJACENT TO THIS SITE PLAN: H HEAT PUMP ❑H 0 o o FENCE WOVEN WIRE 0 - -0 0- 0 IRON PIN © GAS GAS GAS UNDER GROUND A. REZONING ZMA- 1987 -009 B. SITE PLAN SDP - 1988 -103 LIGHT POLE C TOB TOB TOP OF BANK TOB TOB C. REZONING ZMA- 1997 -003 D. REZONING ZMA- 1999 -009 MAILBOX OHE OHE ELECTRIC OVERHEAD E. SITE PLAN SDP - 1991 -048 F. SITE PLAN SDP - 2006 -109 � MONITORING WELL ® UGE UGE ELECTRIC UNDER GROUND G. SITE PLAN SDP - 2008 -017 MONUMENT FOUND RAILROAD CENTERLINE H. SITE PLAN SDP - 2011 -069 Q MONUMENT SET E STREAM CENTERLINE OTHER PREVIOUS COUNTY OF ALBEMARLE APPROVALS: ® PANEL POINT ® PAVEMENT ASPHALT A. SITE PLAN SDP - 1998 -003 - - - - B. SITE PLAN SDP - 2000 -040 POWER METER ROAD CENTERLINE C. SITE PLAN SDP - 2000 -145 POWER POLE FM FM SANITARY FORCEMAIN FM FM D. SITE PLAN SDP- 2001 -010 E. SPECIAL USE 2010 -023 ROAD SIGN SAN SAN SANITARY SEWER SAN F. SITE PLAN SDP - 2010 -002 G. SITE PLAN SDP - 2011 -084 ® SANITARY CLEAN OUT ® STORM SEWER H. SITE PLAN SDP - 2012 -021 I. SITE PLAN SDP - 2014 -055 0 SANITARY SEWER MAN HOLE S TOPO MAJOR CONTOUR ABBREVIATIONS SIAMESE CONNECTION A, — — TOPO MINOR CONTOUR SIGN TREELINE AFF ABOVE FINISHED FLOOR FH FIRE HYDRANT RCP REINFORCED CONCRETE PIPE 0 SPRINKLER HEAD C) OHU OHU UTILITY OVERHEAD AHD AHEAD FM FORCEMAIN REQ'D REQUIRED ARV AIR RELEASE VALVE FL FLUORIDE RT RIGHT OD STORM DRAIN MAN HOLE O UGU UGU UTILITY UNDER GROUND BC BACK OF CURB FOC FACE OF CURB R/W RIGHT OF WAY BF BLIND FLANGE GALV GALVANIZED SAN SANITARY SEWER TRAFFIC LIGHT POLE W W W WATERLINE w w W — BFF BASEMENT FINISHED FLOOR GV GATE VALVE SBL SOUTH BOUND LANE TO TELEPHONE MAN HOLE QT — - - - - - - - - - — WETLAND LIMITS BM BENCH MARK HB HORIZONTAL BEND SD STORM DRAIN BK BACK HC HANDICAP SQ SQUARE TELEPHONE PEDESTAL BOV BLOW OFF VALVE HDPE HIGH DENSITY POLYETHELENE S.S. STAINLESS STEEL TELEPHONE POLE $ CATV CABLE TELEVISION HK HOOK SSMH SANITARY SEWER MANHOLE CG CURB & GUTTER ID INNER DIAMETER STA STATION ® TELEPHONE JUNCTION BOX CIP CAST IRON PIPE INV INVERT STD STANDARD 1p CE CENTER LINE IPS IRON PIN SET STL STEEL ® TEST PIT C.L. CHAIN LINK IPF IRON PIN FOUND SW SIDEWALK 1E TRAFFIC CONTROL BOX lz CMP CORRUGATED METAL PIPE JB JUNCTION BOX TBA TO BE ABANDONED IT TRAFFIC JUNCTION BOX m CO CLEAN OUT LAT LATERAL TBR TO BE REMOVED CONC CONCRETE LF LINEAR FEET TC TOP OF CURB Q TRAVERSE Q CPP CORRUGATED PLASTIC PIPE LT LEFT TS &V TAPPING SLEEVE AND VALVE ❑❑ UTILITY MARKER POST ❑D CY CUBIC YARDS MH MANHOLE TYP TYPICAL D.I. DUCTILE IRON NBL NORTH BOUND LANE UG UNDERGROUND CT)-) UTILITY POLE COL.) DIA DIAMETER NIC NOT IN CONTRACT LION UNLESS OTHERWISE NOTED VENT PIPE DIP DUCTILE IRON PIPE NTS NOT TO SCALE VB VERTICAL BEND EL ELEVATION O.C. ON CENTER VHD VEHICLES PER DAY WO WATER MAN HOLE ELEC ELECTRIC PE POLYETHYLENE W WATER EOP EDGE OF PAVEMENT PGL PROFILE GRADE LINE WL WATER LINE ^ WATER METER EOTL EDGE OF TRAVEL LANE PROP PROPOSED WM WATER METER wv � � WATER VALVE w+ EQPT EQUIPMENT PS PLANTED STONE FOUND WT WATERTIGHT . EX OR EXIST EXISTING PVC POLYVINYL CHLORIDE WWF WOVEN WIRE FABRIC 0 WELL O FF FINISHED FLOOR PVMT PAVEMENT YDS YARDS ® YARD GRATE NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL SYMBOLS AND ABBREVIATIONS SHOWN MAY NOT BE USED. TH OF DESIGNED RU : PROJECT: WESTMINSTER— CANTERBURY SET REV. N0. r ENCGINEERS DRAWN BY: FINAL SITE PLAN AMENDMENT 1 SURVEYORS REG ALBEMARLE COUNTY VA DRAWING NUMBER: PLANNERS TITLE. DIHR BY: GENERAL NOTES, ABBREVIATIONS & LEGEND C -2 Li °• N . �2 a ASSOCIATES HFW o�, t _ �� _ fir- ��, SHEET NUMBER: PO Box 4119 3040 Ammore Square PI. Lynchburg, VA 24502 Ch.I.LWlsville,VA22911 WWA NUMBER: FILE NAME: /D�IIS/,CIPLINE: SCALE: DATE: N0. BY �s jO � Phone: 434.316.6050 Phone: 434.984.2700 501104C_ND 1.dw CML H: N/A SHEET REVISION DATE N0. SHEET REVISION BY DATE NAL www.wwnssocnnesmel 21501 1.04 9 V. NIA 7115115 2 Of 24 3 v 0 2 UI 0 0 i e m v m Q c a a 0 0 N i o► c U 3 0 C4 GENERAL CONSTRUCTION NOTES FOR SITE PLANS GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS GENERAL UTILITY NOTES MISCELLANEOUS NOTES GENERAL NOTES (SOURCE: ALBEMARLE COUNTY ENGINEERING & PUBLIC WORKS POLICIES) (SOURCE: ALBEMARLE COUNTY ENGINEERING & PUBLIC WORKS POLICIES) 1. CONTACT MISS UTILITY AT 1- 800 - 552 - 7001 48 HOURS PRIOR TO ANY 1. BASED ON GRAPHIC DETERMINATION, THE PROPERTY DESCRIBED HEREON LIES 1. ALL FINISHED GRADING, SEEDING AND SODDING SHAD_ BE DONE IN SUCH A MANNER 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC GRADING OR DIGGING TO HAVE UNDERGROUND UTILITIES MARKED. THE WITHIN FLOOD ZONE "X% AREAS OUTSIDE OF THE 0.2% ANNUAL CHANCE TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO FLOODPLAIN, AS DETERMINED BY THE UNITED STATES FEDERAL EMERGENCY TO THE BUILDINGS OR STORM INLETS. SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION THE PRE - CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS MANAGEMENT AGENCY, AND AS SHOWN ON THE FLOOD INSURANCE RATE MAP 2• ALL STREETS OUTSIDE PUBLIC RIGHTS -OF -WAY ARE TO BE PRIVATELY OWNED AND (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO OWN SATISFACTION. (FIRM), COMMUNITY 510006, PANEL NUMBER 0289 WITH AN EFFECTIVE DATE OF MAINTAINED. REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR, THE THE FINAL INSPECTION. 2. ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN TAKEN FROM FEBRUARY 4, 2005. 3. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER GAS, ELECTRIC, REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO DIG TEST PITS IN 2. THIS PROPERTY IS SERVED BY PUBUC WATER AND SEWER THROUGH ALBEMARLE TELEPHONE, CABLE, ETC, ARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATION ADVANCE OF TRENCHING IN ORDER TO DETERMINE THE EXACT LOCATION AND COUNTY SERVICE AUTHORITY. AND /OR PAVING. SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND ELEVATION AT CROSSINGS. IF A CONFLICT IS. DISCOVERED, NOTIFY WW 3. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION 4. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE AND GAS UNLESS OTHERWISE NOTED. VIRGINIA REGULATIONS VR 625 -02 -00 EROSION AND CONTROL SEDIMENT ASSOCIATES AT (434) 984 -2700. PRIOR TO BEGINNING INSTALLATION OF TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A MINIMUM 5 FOOT SEPARATION 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN REGULATIONS. UTILITIES, CONTRACTOR SMALL VERIFY INVERTS AT ALL CONNECTIONS WITH 4. THE COORDINATES AND ELEVATIONS SHOWN ARE TIED TO THE STATE PLANE FROM PUBLIC WATER MAINS AND SANITARY SEWER. ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED EXISTING UTILITIES PRIOR TO PURCHASING OR ORDERING ANY PRECAST COORDINATE SYSTEM. 5. CROSS SLOPE FOR ALL SIDEWALKS SHALL BE MAXIMUM OF 2%. BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER PRIOR TO OR AS THE FIRST STEP IN CLEARING. STRUCTURES. 5. HORIZONTAL DATUM: NAD -83 6. CUT AND PATCH WORK IN EXISTING PUBLIC STREET5 MUST BE PERFORMED IN CONSTRUCTION. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL 3. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE 6. VERTICAL DATUM: NAVD 88 ACCORDANCE WITH VDOT AND AL SEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND BE MAINTAINED ON THE SITE AT ALL TIMES. MARSHAL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE TO BE 7. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INSTALLED ACCORDING TO COUNTY STANDARDS. CONFORM'NG TO ASTM C -76, UNLESS INDICATED OTHERWISE ON PLANS. VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED M. OFF -SITE 4. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE A PERMIT 8. ALL CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY STANDARD FOR EXCAVATION BETTER ARE TO BE ACHIEVED. BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A AND SHALL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE COUNTY COORDINATION NOTES 1926 PART P AND OTHER APPLICABLE OSHA REQUIREMENTS. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND STANDARDS AND THE PROJECT SPECIFICATIONS. 9. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF APPROVAL BY THE PLAN APPROVING AUTHORITY. 5. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT 1. THE CONTRACTOR SHALL OBTAIN THE FOLLOWING PERMITS REQUIRED FOR SHALL BE IN ACCORDANCE WITH THE CURRENT APPROVED ALBEMARLE COUNTY ENGINEERING. OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL SPECIFICATIONS SECTION 302 AND SECTION 232 AND AS SPECIFIED ON THE CONSTRUCTION OF THESE PLANS: ALBEMARLE COUNTY LAND DISTURBANCE SERVICE AUTHORITY'S GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND DRAWINGS. PERMITS VIRGINIA STORMWATER MANAGEMENT PROGRAM ANY AMENDMENTS THEREOF AND THE STANDARDS AND SPECIFICATIONS OF VDOT. ORDER TO STABILIZE A DRAINAGE CHANNEL SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE AND ALBEMARLE COUNTY BUSINESS LICENSE. CONTRACTOR SPMALL OBTAIN PERMITS 10. SAFETY SLABS ARE REQUIRED IN ALL STRUCTURES GREATER THAN 12' IN HEIGHT. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE VIRGINIA SUPPLEMENT. 7., ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL COUNTY, ALBEMARLE COUNTY SERVICE AUTHORITY, AND RNANNA WATER AND FOR THE PROJECT. CONTRACTOR SHALL PROVIDE ALL NECESSARY FORMS AND 11. SURFACE DRAINAGE: COMPLETELY DRAIN CONSTRUCTION SITE DURING PERIODS OF MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SEWER AUTHORITY TO SECURE ACCEPTANCE OF ALL UTILITIES. CONSTRUCTION TO KEEP SOIL MATERIALS SUFFICIENTLY DRY. PROVIDE TEMPORARY 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED FEES FOR OBTAINING THE PERMITS, INCLUDING APPLICATION FEES AND REQUIRED CONCRETE PIPE - CLASS III. SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 7. ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI BONDING COSTS. DITCHES, SWALES. AND OTHER DRAINAGE FEATURES AND EQUIPMENT AS REQUIRED TO 8., DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN CONCRETE IN ACCORDANCE WITH VDOT SPECIFICATION SECTION 217. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY 2. ANY TIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING MAINTAIN DRY SOILS. WHEN UNSUITABLE WORKING PLATFORMS FOR EQUIPMENT WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART APPROVED FILTERING DEVICE. 8. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS OPERATION AND UNSUITABLE SOIL SUPPORT FOR SUBSEQUENT CONSTRUCTION 1926). 9., THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES WITHIN FOUR FEET OF ANY FIRE HYDRANT. TO THE NATURE OF PROPOSED WORK, AND TO FOLLOW ANY GUIDELINES OR FEATURES DEVELOP, REMOVE UNSUITABLE MATERIAL AND PROVIDE NEW SOIL MATERIAL PERIODICALLY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. ANY 9. ALL HYDRANT BRANCHES SHALL HAVE A MINIMUM COVER OF 3.0'. STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED AS SPECIFIED IN THIS SECTION AT NO ADDITIONAL COST TID THE OWNER. NECESSARY REPAIRS FOR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF 10. ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY STREETS MUST BE EASEMENT. 12. SUBSURFACE DRAINAGE: CONSIDER SITE SURFACE AND SUBSURFACE CONDITIONS, THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. BORED OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR NOTED 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF AVAILABLE SOIL, AND HYDROLOGICAL DATA. REMOVE WATER BY BENCHING, SUMP 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED ON THE PLANS. PERMISSION, ETC. ARE RECORDED /OBTAINED PRIOR TO THE START OF ANY PUMPING, DEEP WELL PUMPING, OR OTHER METHODS TO PREVENT SOFTENING OF BORROW AREA. 11. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL CONSTRUCTION. SURFACES EXPOSED BY EXCAVATION. USE FILTERS ON DEWATERING DEVICES TO GENERAL CONDUCTION NOTES FOR PRIVATE ROADS: 111. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. NOT BE INSTALLED UNDER EXISTING PIPING OR CLOSE TO OTHER FACILITIES. 4. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISTING UTILITIES PREVENT REMOVAL OF FINES FROM SOIL PROVIDE EROSION CONTROL AT OUTLET OR (SOURCE: ALBEMARLE COUNTY ENGINEERING & PUBLIC WORKS POLICIES) EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, 12. WATER AND SEWER UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH IN CONFUCT WITH PROPOSED WORK HAS BEEN COMPLETED, INCLUDING UTILITY PIPING TO PREVENT EROSION. OPERATE DEWATERING SYSTEM CONTINUOUSLY UNTIL WOOD, RUBBISH, AND OTHER DEBRIS. ALBEMARLE COUNTY SERVICE AUTHORITY AND RIVANNA WATER AND SEWER POLES. CONSTRUCTION WORK BELOW EXISTING WATER LEVELS IS COMPLETE. 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF AUTHORITY WATER AND SEWER CONSTRUCTION SPECIFICATIONS EXCEPT AS 5. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE 13. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. SPECIFIED IN GENERAL NOTE 13. REQUIRED BY ALBEMARLE COUNTY CODE. INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH 13. ALL PRIVATE WATERLINES SHALL BE PVC SCHEDULE 40. 6. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS AS THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY SECTION 13 -301 OF THE CODE OF ALBEMARLE. 14. A 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED UNLESS NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY REQUIREMENTS THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE 14. BORROW FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER OTHERWISE SPECIFIED BETWEEN ALL WATER LINES AND SANITARY SEWER LINES SPECIFIED BY THE CORPS OF ENGINEERS AND /OR VA DEPARTMENT OF DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE � ENVIRONMENTAL QUALITY. 14. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL REQUIREMENTS OF THE PERMIT SMALL GOVERN. EQUIPMENT SHALL BE LIMITED TO THE HOURS 'OF OF 7:OOA.M. TO 9:00 P.M. IN ACCORDANCE WITH STATE HEALTH DEPT. STANDARDS. 7. A KEY BOX SHALL BE PROVIDED DURING CONSTRUCTION FOR EMERGENCY 2. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE 15. 20 WIDE EASEMENTS, CENTERED ON THE PIPELINE AND APPURTENANCES SERVICES. CONTRACTOR SHALL COORDINATE LOCATION OF THE KEY BOX WITH THE CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST MANNER THAT MAINTAINS LATERAL SUPPORT. OR ORDER TO MINIMIZE ANY SHALL BE DEDICATED TO THE ALBEMARLE SERVICE AUTHORITY, EXCEPT WHERE ALBEMARLE COUNTY FIRE PREVENTION OFFICE. Nom• HAZARD TO PERSONS PHYSICAL DAMAGE TO ADJACENT LAND AND THE LINE IS IN A PUBLIC ROAD RIGHT -OF -WAY. 8. THE CONTRACTOR SHALL FIELD LOCATE THE EXISTING WATER LINE LATERALS AND 15. ALL PIPES SHOWN AS HDPE ON PLANS SHALL CONFORM TO AASHTO M294 (TYPE S) NOTIFY THE DEPARTMENT OF ENGINEERING (296 - 5861) 48 HOURS IN IMPROVEMENTS. AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, 16. 3' MIN. SEPARATION REQUIRED BETWEEN WATERLINE AND STORM SEWER ADVANCE OF THE START OF CONSTRUCTION. EXTEND, REDUCE OR OTHERWISE MODIFY THE LATERAL AS NECESSARY TO INSTALL SMOOTH WALL INTERIOR PIPE, MATERIAL AND INSTALLATION SHALL BE IN ACCORDANCE SINKING, OR COLLAPSE. CULVERTS OR 6" SEPARATION WHEN WATERLINE IS INSULATED. USE 1/2- THE NEW METER CABINET WITH PRV ASSEMBLY., ABANDON UNUSED WATER LINE WITH VDOT ROAD AND BRIDGE STANDARDS AND ROAD AND BRIDGE SPECIFICATIONS. 3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM 18. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN. REMOVE THICK THERMA -CEL PIPE; INSULATION IN 3'x4' SHEETS AS MANUFACTURED BY LATERALS PER ACSA SPECIFICATIONS. 16. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. ALL EXCAVATION OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE . NOMACA, INC. OR EQUAL APPROVED BY ALBEMARLE COUNTY SERVICE 9. THE CONTRACTOR SHALL FIELD LOCATE THE EXISTING SANITARY SEWER LATERALS WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN ANY CLEARING, GRADING OR OTHER CONSTRUCTION. STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER AUTHORITY. INSULATION 1T0 EXTEND 5' BEYOND CENTERLINE OF CULVERT IN AND RECONNECT THE NEW LATERAL AS NECESSARY. ABANDON UNUSED LATERALS 4. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN PORTION SS THE PROPERTY. BOTH DIRECTIONS OR 5' BEYOND ENDS OF CULVERT WHEN PARALLEL PER ACSA SPECIFICATIONS. 17. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE 17. TOUCH READ METERS ARE BEING USED BY THE ALBEMARLE COUNTY SERVICE THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL•VERTICAL). WHERE REASONABLY INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. AC:SA GENERAL WATER & SEWER CONDITIONS AUTHORITY. TO ACCOMMODATE THESE METERS, METER LIDS WILL REQUIRE A OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED 1 -3/4" HOLE TAPPED INTO THE CENTER OF THE LID. BLIND TAPS OR PLUGS 18. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE "MANUAL FOR UNIFORM SUBGRADE. THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE SHALL BE PROVIDED TO PREVENT DEBRIS FROM ENTERING THE BOX PRIOR TRAFFIC CONTROL DEVICES'. THE SUBGRADE SOIL THREE (3) COPIES OF THE TEST RESULTS SHALL AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE TO METER INSTALLATION. 19. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALATtON MUST COMPLY WITH OSHA BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 18. CERTIFICATION THAT 95% COMPACTION IS OBTAINED SHALL BE PROVIDED FOR STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED ALL FILL AREAS UNDER (WATER AND SEWER LINES AND APPURTENANCES. THIS 20. PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL VERIFY ALL MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN CERTIFICATION SHALL BE SIGNED BY A PROFESSIONAL GEOTECH. THE DIMENSIONS AND CONDITIONS AFFECTING HIS WORK INCLUDING EXISTING TOPOGRAPHY. FOR APPROVAL ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN CERTIFICATION SHALL STATE THE EXACT AREA THAT THE CERTIFICATION IF THERE ARE ANY DISCREPANCIES WITH WHAT IS SHOWN ON THE CONSTRUCTION 6. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS APPLIES M. DRAWINGS OR TOPOGRAPHIC SURVEY PLAN, THE CONTRACTOR SHALL 'IMMEDIATELY MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL•VERTICAL). NECESSARY. 19. CONTRACTOR SHALL BE INFORMED AND SHALL COMPLY WITH THE VIRGINIA OVERHEAD NOTIFY THE OWNER IN ORDER TO DETERMINE THE COURSE OF ACTION NECESSARY TO WHERE REASONABLY OBTAINABLE. LESSER SLOPES OF 4:1 OR BETTER ARE 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT HIGH VOLTAGE LINE SAFETY' ACT. ANY COSTS TO COVER LINES OR DISCONNECT CORRECT FOR SUCH DISCREPANCY. FAILING TO NOTIFY THE OWNER AND SECURING OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, BE ACHIEVED. EDITION TO SERVICE TO NEARBY POWEIR LINES SHALL BE AT THE CONTRACTOR'S EXPENSE SUCH INSTRUCTION THE CONTRACTOR WILL BE CONSIDERED TO HAVE PROCEEDED AT SHALL COMPLY WITH NO LEAD REGULATIONS FOR WATER THEIR OWN RISK AND EXPENSE. 7. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE AS ADOPTED BY THE ACSA. 20. INFRASTRUCTURE. PUBLIC RIGHT -OF -WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 21. SIGNS & PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH VDOT. MUTCD THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY AND VIRGINIA WORK AREA PROTECTION STANDARDS. TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. (1- 800 - 552 - 7001). 22• STREET SIGNS SHALL BE INSTALLED BASED ON THE EXISTING SIGN 8. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF (3) FEET OF CONFIGURATION ON THE COMPLETED PORTION OF THE STONEFIELD DEVELOPMENT. APPROPRIATE END TREATMENTS WILL BE FIELD DETERMINED AT THE TIME COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE DIRECTOR OF WATER LINES, ETC. ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. 7• ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF WHEN GUARDRAIL IS REQUIRED, R SHALL BE INSTALLED FOUR (4) FEET ROADSIDE DITCHES. OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD 10. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL REGULATION BRASS FITTINGS EFFECTIVE JANUARY 4. 2014 (SENATE BILL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 11. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE CHANNEL WHEN, IN THE OPINION OF THE STTTE PLAN NOTES DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED 1. ALL CONSTRUCTION SHALL CONFORM TO ALBEMARLE COUNTY AND VIRGINIA NECESSARY. 12. A MINIMUM CLEAR ZONE OF EIGHT (8) FEET FROM THE EDGE OF DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS. AND DURING VERIFY FIELD CONDITIONS 2 CONTRACTOR TO PAVEMENT SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION . ITIONS PRIOR TO CONSTRUCTION AND NOTIFY OWNER AND ENGINEER IMMEDIATELY OF ANY STREETS. 13. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND APPROVED PLAN. 3 EXISTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, . SHALL BE STRICTLY ADHERED M. EXCEPTIONS WILL NOT BE ALLOWED. COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED. AS 14. UPON COMPLETION OF THE ROADWAY CONSTRUCTION, STREET NAME SIGNS NECESSARY. TO MATCH FINISHED GRADES. 4 SHALL BE INSTALLED BY THE DEVELOPER AT ALL STREET INTERSECTIONS. . All INTERNAL. STREETS AND PARKING AREAS ARE TO BE PRIVATELY OWNED AND MAINTAINED. EXCEPT WHERE OTHERWISE NOTED. SIGNS AND THEIR INSTALLATION SHALL CONFORM TO ' ALBEMARLE COUNTY STREET NAME SIGN REQUIREMENTS ". THE DEVELOPER SHALL BE 5. ALL INTERNAL WALKWAYS OUTSIDE OF R/W, UNLESS OTHERWISE NOTED, ARE RESPONSIBLE FOR MAINTENANCE OF THE SIGNS UNTIL THE ROADS HAVE EA BE PRIVATELY OWNED AND MAINTAINED. BEEN ACCEPTED. 6. EARTH SWALES AND STORM SEWER CONNECTIONS SHALL BE 15. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION PLAT CONSTRUCTED IMMEDIATELY FOLLOWING CLEARING AND GRUBBING. 7 VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR . ALL ON SITE IMPROVEMENTS ARE SUBJECT TO INSPECTION UNDER ALBEMARLE COUNTY CODES. TO SIGNING AND RECORDATION. THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 8. ALL STAIRS WITH THREE OR MORE RISERS ARE TO HAVE HANDRAILS ON BOTH 16. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL SIDES. BE 9 - BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE • � CONDENSATE DRAIN AND OTHER PLUMBING CONNECTIONS ARE TO CURRENT PLUMBING CODE. INSTALLED ACCORDING DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, THEY ARE TO DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT 101. CONTRACTOR TO VERIFY ALL SITE PLANS AND PROFILES AND DETAILS FOR ACCESS. ALL SIGNS OR OTHER REGULATORY DEVICES SMALL CONFORM CONSISTENCY AND IF CONFLICT EXISTS, CONTACT ENGINEER FOR DEVICES AND THE AND /OR DIRECTION. INTERPRETATION DETERMINED BY WITH THE MANUAL FOR UNIFORM TRAFFIC CONTROL VIRGINIA SUPPLEMENT. CONTRACTOR SHALL BE DONE AT HIS /HER OWN RISK. 11. SOLID WASTE WILL BE COLLECTED IN LOCATIONS THROUGHOUT THE SITE AND PICKED UP BY PRIVATE SERVICE AS NECESSARY. 12!. THE INSTALLATION OF HANDICAPPED PARKING SPACES, ACCESSIBLE ROUTES AND HANDICAPPED RAMPS SHALL COMPLY WITH THE "2010 ADA STANDARDS FOR ACCESSIBLE DESIGN" ISSUED BY THE DEPARTMENT OF JUSTICE ON SEPT. 15, 2010, OR THE LATEST EDITION. HANDICAPPED PARKING AND ACCESSIBLE ROUTES SHALL NOT EXCEED 2% CROSS SLOPE. HANDICAPPED RAMPS SHALL BE INSTALLED AS SHOWN ON THESE PLANS AND AS REQUIRED TO MEET THE LATEST ADA STANDARDS AT NO ADDITIONAL COST TO THE OWNER. "lam OF Pj �ES�cNE RU : PROJECT: WESTMINSTER- CANTERBURY SET REV. N0. �r ENGINEERS FINAL SITE PLAN AMENDMENT 1 SURVEYORS �2awN REG ALBEMARLE COUNTY VA DRAWING NUMBER: PLANNERS TITLE: N .1 ,� DIHR BY: GENERAL NOTES C -3 �o _ �o_ ww ASSOCIATES HFW '� ` 5 PO Box 4119 3040 Avemore Square Pt. SHEET NUMBER: 4s G� Lynchburg, VA 24502 Charh,tte,vilk,VA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Phone: 434 316.6080 Phone: 434 984.2700 CmL H: NIA NO. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE SjONAL �' www.wwassociates.net 215011.04 5011040 ND2.dwg V. A 7 / 15 / 15 3 of 24 3 .0 Z UI 0 0 i E v m E e c 0 0 0 N i oh ,c a, 0 U 3 N 9 EARTHWORK REQUIREMENTS 1. GENERAL 1.1 DEFINITIONS 1.1.1 HARD MATERIALS: WEATHERED ROCK, DENSE CONSOLIDATED DEPOSITS, OR CONGLOMERATE MATERIALS WHICH ARE NOT INCLUDED IN THE DEFINITION OF "ROCK" BUT WHICH USUALLY REQUIRE THE USE OF HEAVY EXCAVATION EQUIPMENT, RIPPER TEETH, OR JACK HAMMERS FOR REMOVAL. 1.1.2 ROCK: SOLID HOMOGENEOUS INTERLOCKING CRYSTALLINE MATERIAL WITH FIRMLY CEMENTED, LAMINATED, OR FOLIATED MASSES OR CONGLOMERATE DEPOSITS, NEITHER OF WHICH CAN BE REMOVED WITHOUT SYSTEMATIC DRILLING AND BLASTING, DRILLING AND THE USE OF EXPANSION JACKS OR FEATHER WEDGES, OR THE USE OF BACKHOE- MOUNTED PNEUMATIC HOLE PUNCHERS OR ROCK BREAKERS; ALSO LARGE BOULDERS, BURIED MASONRY, OR CONCRETE OTHER THAN PAVEMENT EXCEEDING X CUBIC YARD IN VOLUME. REMOVAL OF HARD MATERIAL WILL NOT BE CONSIDERED ROCK EXCAVATION BECAUSE OF INTERMITTENT DRILLING AND BLASTING THAT IS PERFORMED MERELY TO INCREASE PRODUCTION. 1.1.3 COHESIVE MATERIALS: MATERIALS ASTM D 2487 CLASSIFIED AS GC, SC, ML, CL, MH, AND CH. MATERIALS CLASSIFIED AS GM AND SM WILL BE IDENTIFIED AS COHESIVE ONLY WHEN THE FINES HAVE A PLASTICITY INDEX GREATER THAN ZERO. 1.1.4 COHESIONLESS MATERIALS: MATERIALS ASTM D 2487 CLASSIFIED AS GW, GP, SW, AND SP. MATERIALS CLASSIFIED AS GM AND SM WILL BE IDENTIFIED AS COHESIONLESS ONLY WHEN THE FINES HAVE PLASTICITY INDEX OF ZERO. 1.2 CRITERIA FOR BIDDING 1.2.1 BASE BIDS ON THE ELEVATIONS AS INDICATED. 1.2.2 ROCK EXCAVATION SHALL BE UNCLASSIFIED. ALL EARTHWORK EXCAVATION SHALL BE PERFORMED TO THE INDICATED ELEVATIONS. 1.2.3 BLASTING WILL NOT BE PERMITTED ON THIS PROJECT. 1.2.4 REMOVE MATERIAL IN AN APPROVED MANNER, AND PROVIDE EXCAVATION SUPPORT STRUCTURES AS REQUIRED IN ACCORDANCE WITH THE U.S. ARMY CORPS OF ENGINEERS "SAFETY AND HEALTH REQUIREMENTS MANUAL," EM- 385 -1 -1, SECTION 25. 1.2.5 ROCK EXCAVATION, AS DEFINED HEREIN, MAY EXIST ON THIS PROJECT. ROCK EXCAVATION SHALL BE PERFORMED AS UNCLASSIFIED EXCAVATION TO THE INDICATED ELEVATIONS. 1.3 PROTECT EXISTING TREES AND OTHER VEGETATION INDICATED TO REMAIN IN PLACE AGAINST CUTTING, BREAKING, OR SKINNING OF ROOTS; SKINNING AND BRUISING OF BARK; SMOTHERING OF TREES BY STOCKPILING CONSTRUCTION MATERIALS OR EXCAVATED MATERIALS WITHIN DRIP LINE; EXCESS FOOT OR VEHICULAR TRAFFIC; OR PARKING OF VEHICLES WITHIN DRIP LINE. PROVIDE TEMPORARY FENCES, BARRICADES, OR GUARDS AS REQUIRED TO PROTECT TREES AND VEGETATION TO BE LEFT STANDING. 1.4 BURNING: SITE CLEARING DEBRIS MAY BE BURNED IF ALLOWED BY THE LOCAL FIRE DEPARTMENT AND OWNER. ALL BURNING RESIDUALS SHALL BE REMOVED FROM THE OWNER'S PROPERTY AND DISPOSED OF BY THE CONTRACTOR AT HIS EXPENSE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS. 2. PRODUCTS 2.1 SOIL MATERIALS: FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIONABLE MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE -HALF THE LIFT THICKNESS AT THE SPECIFIED LOCATION. THE MAXIMUM PARTICLE DIAMETER FOR PIPE BACKFILL MATERIAL LOCATED LESS THAN i -HOOT ABOVE THE PIPE CROWN SHALL BE 1 -INCH. 2.1.1 COMMON FILL: APPROVED, UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. 2.1.2 BACKFILL AND FILL MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, GMT, GC, SW, SP, SM, SC, ML, MH, CL WITH A MAXIMUM ASTM D 4318 LIQUID LIMIT OF 50, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 25. MOISTURE CONTENT SHALL BE WITHIN t3% AND IN ACCORDANCE WITH GEOTECHNICAL ENGINEER RECOMMENDATIONS. 2.1.3 SELECT MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. 2.1.4 PIPE BEDDING MATERIAL: VDOT NO. 57 COARSE AGGREGATE. 2.1.5 AGGREGATE FILL: VDOT NO. 5 OR NO. 57 COARSE AGGREGATE. 2.1.6 RIPRAP: CLASS I DRY RIPRAP AS DEFINED IN THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, SECTION 414, "RIPRAP ", UNLESS OTHERWISE NOTED. 2.2 BORROW: OBTAIN BORROW MATERIALS REQUIRED IN EXCESS OF THOSEE FURNISHED FROM EXCAVATIONS FROM SOURCES OFF THE OWNER'S PROPERTY. PROVIDE AND SUBMIT SOIL CLASSIFICATION TESTING TO ENSURE BORROW MATERIALS MEET THE REQUIREMENTS OF THIS SPECIFICATION. 3.EXECUTION 3.1 CLEARING 3.1.1 REMOVE FROM THE SITE TREES, STUMPS, ROOTS, BRUSH, SHRUBS, [DOWN TIMBER, ROTTEN WOOD, RUBBISH, OTHER VEGETATION, AS WELL AS FENCES AND INCIDENTAL STRUCTURES NECESSARY TO ALLOW FOR NEW CONSTRUCTION. 3.1.2 CLEARING WORK SHALL BE RESTRICTED TO AREA WITHIN "CONSTRUCTION LIMITS /LIMITS OF CLEARING" SPECIFIED IN THIS SECTION AND AS INDICATED ON THE DRAWINGS. 3.1.3 UNDISTURBED STUMPS AND ROOTS, A MINIMUM OF 5 FEET BELOW FINISHED GRADE AND NOT LOCATED UNDER OR WITHIN 10 FEET OF ANY STRUCTURE, MAY BE LEFT IN PLACE. TOPS OF STUMPS LEFT IN PLACE SHALL NOT BE MORE THAN 6 INCHES ABOVE ORIGINAL GRADE. 3.2 GRUBBING 3.3.1 GRUB AREAS WITHIN AND TO A POINT 10 FEET OUTSIDE OF ALL STRUCTTURES, AREAS TO RECEIVE FILL WHERE FINISHED GRADE WILL BE LESS THAN 3 FEET ABOVE EXISTING GRADE, CUT AREAS WHERE FINISHED GRADE WILL BE LESS THAN 2 FEET BELOW EXISTIING GRADE, TRANSITIONAL AREAS BETWEEN CUT AND FILL, AND ANY AREA TO RECEIVE CONTROL FILL. 3.3.2 REMOVE FROM THE GROUND TO A DEPTH OF 24 INCHES ALL STUMPS, FROOTS % -INCH DIAMETER AND LARGER, ORGANIC MATERIAL, AND DEBRIS. 3.3.3 USE ONLY HAND METHODS FOR GRUBBING INSIDE THE DRIP LINES OF TRREES THAT ARE TO REMAIN. 3.4 CONSTRUCTION /CLEARING LIMITS 3.4.1 THE CONTRACTOR SHALL NOT DISTURB ANY AREAS OUTSIDE THE CONSTMUCTION LIMITS INDICATED ON THE DRAWINGS WITHOUT EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. 3.4.2 NO CLEAR - CUTTING OF TIMBER SHALL BE PERMITTED WITHIN THE CONSITRUCTION LIMITS. THE CONTRACTOR SHALL MAKE SELECT CUTTING OF TREES, TAKING THE SMALLEST TREES FIRST, THAT ARE MANDATORY FOR THE CONSTRUCTION OF THE UTILITY LINE. THE ENGINEER'S DECISION SHALL BE FINAL ON DETERMINATION OF WHICH TREES ARE TO BE CUT. 3.5 CLEAN UP DEBRIS RESULTING FROM SITE CLEARING OPERATIONS CONTINUOUSLY WITH THE PROGRESS OF THE WORK. 3.6 REMOVE DEBRIS FROM THE SITE IN SUCH A MANNER AS TO PREVENT SPILLAGE. KEEP PAVEMENT AND AREAS ADJACENT TO SITE CLEAN AND FREE FROM MUD, DIRT, AND DEBRIS AT ALL TIMES. 3.7 SURFACE PREPARATION 3.7.1 STRIPPING: STRIP EXISTING TOPSOIL, WHEN PRESENT, TO A DEPTH OF 6 INCHES WITHOUT CONTAMINATION BY SUBSOIL MATERIAL. STOCKPILE TOPSOIL SEPARATELY FROM OTHER EXCAVATED MATERIAL AND LOCATE CONVENIENT TO FINISH GRADING AREA. 3.7.2 UNSUITABLE MATERIAL: REMOVE UNSUITABLE SOIL MATERIALS, WASTE WATERIAL, VEGETATION, DEBRIS, DECAYED VEGETABLE MATTER, SOD, AND MULCH FROM THE CONSTRUCTION SITE. DISPOSE OF THE UNSUITABLE MATERIAL OFF THE OWNER'S PROPERTY IN )ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS. 3.8 PROTECTIONS 3.8.1 PROTECTION SYSTEMS: PROVIDE SHORING, BRACING, AND SHEETING AS REQUIRED IN ACCORDANCE WITH THE U.S. ARMY CORPS OF ENGINEERS "SAFETY AND HEALTH REQUIREMENTS MANUAL," EM- 385 -1 -1, SECTION 25. SHEETING AND SHORING DESIGN SHA1LL BE SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN VIRGINIA. 3.8.2 SITE DRAINAGE: PROVIDE FOR THE COLLECTION AND DISPOSAL OF SURFACE AND SUBSURFACE WATER ENCOUNTERED DURING CONSTRUCTION. 3.8.2.1 SURFACE DRAINAGE: COMPLETELY DRAIN THE CONSTRUCTION SITE DURING PERIODS OF CONSTRUCTION TO KEEP SOIL MATERIALS SUFFICIENTLY DRY. PROVIDE TEMPORARY DITCHES, SWALES, AND OTHER DRAINAGE FEATURES AND EQUIPMENT AS REQUIRED TO MAINTAIN DRY SOILS. WHEN UNSUITABLE WORKING PLATFORMS FOR EQUIPMENT OPERATION AND UNSUITABLE SOIL SUPPORT FOR SUBSEQUENT CONSTRUCTION FEATURES DEVELOIP, REMOVE UNSUITABLE MATERIAL AND PROVIDE NEW SOIL MATERIAL AS SPECIFIED IN THIS SECTION AT NO ADDITIONAL COST TO THE OWNER. _EARTHWORK REQUIREMENTS CONT'D 3.8.2.2 SUBSURFACE DRAINAGE: CONSIDER SITE SURFACE AND SUBSURFACE CONDITIONS, AVAILABLE SOIL, AND HYDROLO S EXPOSED BY EXCAVATION. GICAL DATA. REMOVE WATER BY BENCHING, SUMP PUMPING, DEEP WELL PUMPING, OR OTHER METHODS TO PREVENT SOFTENING OF SURFACE USE FILTERS ON DEWATERING DEVICES TO PREVENT REMOVAL OF FINES FROM SOIL. PROVIDE EROSION CONTROL AT THE OUT PREVENT EROSION. OPERATE DEWATERING SYSTEM CONTINUOUSLY UNTIL CONSTRUCTION WORK BELOW EXISTING WATE ET OF PIPING TO R LEVELS LET COMPLETE. 3.9 EXCAVATION 3.9.1 EXCAVATE TO THE ELEVATIONS AND DIMENSIONS INDICATED AND AS SPECIFIED IN THIS SECTION. REUSE EXCAVATED MATERIALS THAT MEET THE SPECIFIED REQUIREMENTS FOR THE MATERIAL TYPE REQUIRED AT THE INTENDED LOCATION. WHEN SOIL NOT MEETING THE REQUIREMENTS SPECIFIED IN THIS SECTION ARE ENCOUNTERED DURING EXCAVATION, REMOVE THE UNSUITABLE SOIL MATERIAL AND REPLACE WITH SELECT MATERIAL AS SPECIFIED IN THIS SECTION. REMOVAL AND DISPOSAL OF UNSUITABLE SOIL MATERIAL AND PLACEMENT AND COMPACTION OF SELECT MATERIAL SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. 3.9.2 KEEP EXCAVATIONS FREE FROM WATER. EXCAVATE SOIL DISTURBED OR WEAKENED BY THE CONTRACTOR'S OPERATIONS, AND SOILS SOFTENED OR MADE UNSUITABLE FOR SUBSEQUENT CONSTRUCTION DUE TO EXPOSURE TO WEATHER. REFILL WITH SELECT MATERIAL AND COMPACT TO 95% OF ASTM D 698 MAXIMUM DENSITY. UNLESS SPECIFIED OTHERWISE, REFILL EXCAVATIONS CUT BELOW INDICATED DEPTH WITH SELECT MATERIAL AND COMPACT TO 95% OF ASTM D 698 MAXIMUM DENSITY. SIDE SLOPES WHEN ALLOWED SHALL BE PROTECTED WITH 6 -MIL POLYETHYLENE SHEETING. 3.9.3 PIPE TRENCHES: EXCAVATE TO THE DIMENSIONS INDICATED AND AS SPECIFIED HEREIN. TRENCHES IN PUBLIC ROADWAYS SHALL BE EXCAVATED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. WHERE ROCK IS ENCOUNTERED, EXCAVATE AND REMOVE ROCK TO A MINIMUM DEPTH OF 6 INCHES BELOW THE PIPE INVERT. GRADE BOTTOM OF TRENCHES TO PROVIDE UNIFORM SUPPORT FOR EACH SECTION OF PIPE AFTER PIPE BEDDING PLACEMENT. 3.9.4 UNSUITABLE SUBGRADE SOIL MATERIALS: SUBGRADES WHICH ARE DETERMINED TO BE UNSUITABLE FOR BEARING NEW EQUIPMENT, STRUCTURES, OR PIPING, SHALL HAVE THE UNSUITABLE SUBGRADE SOIL MATERIALS REMOVED AND DISPOSED OF, AND REPLACED WITH SELECT MATERIAL AT NO ADDITIONAL COST TO THE OWNER. 3.10 FILLING AND BACKFILLING: FILL AND BACKFILL TO ELEVATIONS AND DIMENSIONS) INDICATED. COMPACT EACH LIFT BEFORE PLACING OVERLAYING LIFT. 3.10.1 COMMON FILL PLACEMENT: PROVIDE FOR GENERAL SITE, IN GREEN OPEN SPACE AREAS. PLACE IN 6 -INCH LIFTS. COMPACT AREAS NOT ACCESSIBLE TO ROLLERS OR COMPACTORS WITH MECHANICAL HAND TAkMPERS. AERATE MATERIAL EXCESSIVELY MOISTENED BY RAIN TO A SATISFACTORY MOISTURE CONTENT. PROVIDE A SMOOTH FINISH SURFACE BY BLADING, ROLLING WITH A SMOOTH ROLLER, OR BOTH. 3.10.2 BACKFILL AND FILL MATERIAL PLACEMENT: PROVIDE FOR UNDER PAVEMENT, BUILDINGS & OTHER STRUCTURAL COMPONENTS. PLACE IN 6 -INCH LIFTS. PLACE BACKFILL MATERIAL ADJACENT TO STRUCTURES AS THE STRUCTURAL ELEMENTS ARE COMPLETED AND ACCEPTED. BACKFILL AGAINST CONCRETE ONLY WHEN APPROVED. PLACE AND COMPACT MATERIAL TO AVOID) LOADING UPON OR AGAINST STRUCTURES. PLACE BACKFILL AND FILL MATERIALS TO 5 FEET OUTSIDE OF STRUCTURES. 3.10.3 SELECT MATERIAL PLACEMENT: PROVIDE UNDER ALL STRUCTURES AND CONCRETE SLABS IN TOP 6 INCH. SELECT MATERIALS SHALL BE PROVIDED FROM APPROVED BORROW AREAS. IN ADDITION, PROVIDE STONE WHERE INDICATED ON THE DRAWINGS. PLACE IN 6 -INCH LIFTS. BACKFILL ADJACENT TO STRUCTURES SHALL BE PLACED AS STRUCTURAL ELEMENTS ARE COMPLETED AND ACCEPTED. BACKFILL AGAINST CONCRETE ONLY WHEN APPROVED. PLACE AND COMPACT MATERIAL TO AVOID LOADING UPON OR AGAINST STRUCTURES. 3.10.4 TRENCH BACKFILLING: BACKFILL AS RAPIDLY AS CONSTRUCTION, TESTING, AND ACCEPTANCE OF WORK PERMITS. PLACE AND COMPACT INITIAL BACKFILL AND BACKFILL MATERIALS IN 6 -INCH LIFTS TO THE TOP OF THE TRENCH. TRENCHES IN PUBLIC ROADWAYS SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. 3.10.5 BEDDING REQUIREMENTS: EXCEPT AS SPECIFIED OTHERWISE IN THE INDIVIDUAL PIPING SECTIONS, PROVIDE BEDDING FOR BURIED PIPING IN ACCORDANCE WITH AWWA C600, TYPE 4, EXCEPT AS SPECIFIED HEREIN. PLASTIC PIPING SHALL HAVE BEDDING MATERIAL FROM BENEATH THE PIPE INVERT TO THE SPRING LINE OF THE PIPE. PROVIDE A MINIMUM BEDDING DEPTH OF 4 INCHES BENEATH THE PIPE INVERT. WHERE ROCK IS ENCOUNTERED, PROVIDE A MINIMUM BEDDING DEPTH OF 6 INCHES BENEATH THE PIPE INVERT. 3.11 COMPACTION: EXPRESSED AS A PERCENTAGE OF MAXIMUM DENSITY. DETERMINE: IN -PLACE DENSITY OF THE EXISTING SUBGRADE; IF REQUIRED DENSITY EXISTS, NO COMPACTION OF THE EXISTING SUBGRADE WILL BE REQUIRED. 3.11.1 GENERAL SITE: COMPACT UNDERNEATH AREAS DESIGNATED FOR VEGETATION) AND AREAS OUTSIDE THE 10 -FOOT LINE OF STRUCTURES TO 95% OF ASTM D 698. 3.11.2 STRUCTURES AND CONCRETE SLABS: COMPACT TOP 12 INCHES OF SUBGRADE TO 95% OF ASTM D 698. COMPACT FILL, BACKFILL, AND SELECT MATERIALS TO 95% OF ASTM D 698. 3.11.3 PIPE TRENCHES: COMPACT FILL, BACKFILL, AND SELECT MATERIALS PLACED IN PIPE TRENCHES TO 957. OF ASTM D 698. 3.11.4 ADJACENT AREAS: COMPACT AREAS WITHIN 10 FEET OF STRUCTURES TO 957. OF ASTM D 698. 3.11.5 PAVED AREAS: COMPACT TOP 12 INCHES OF SUBGRADE TO 95% OF ASTM D 698. COMPACT FILL, BACKFILL, AND SELECT MATERIALS TO 95% OF ASTM D 698. IN ADDITION TO THE SPECIFIED COMPACTION REQUIREMENTS, FILL AND BACKFILL MATERIALS SHALL BE COMPACTED TO DEVELOP A CALIFORNIA BEARING RATIO (CBR) OF 10. 3.12 RIPRAP: RIPRAP SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 414, "RIPRAP." GEOTEXTILE FABRIC SHALL BE PLACED UNDER ALL RIPRAP. 3.13 DISPOSITION OF SURPLUS MATERIAL: WASTE UNSUITABLE SOIL MATERIALS OFF THE OWNER'S PROPERTY AS DIRECTED BY THE OWNER AND WW ASSOCIATES IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. 3.14 FIELD QUALITY CONTROL: THE CONTRACTOR SHALL EMPLOY AN INDEPENDENT TESTING FIRM TO PROVIDE ALL SOIL TESTING REQUIRED FOR THIS PROJECT. 3.14.1 SAMPLING: TAKE THE NUMBER AND SIZE OF SAMPLES REQUIRED TO PERFORM THE FOLLOWING TESTS. 3.14.2 TESTING: PERFORM ONE OF EACH OF THE REQUIRED TESTS FOR EACH MATERIAL USED. PROVIDE ADDITIONAL TESTS FOR EACH SOURCE CHANGE AND AS REQUESTED BY WW ASSOCIATES. 3.14.2.1 FILL AND BACKFILL: TEST FILL AND BACKFILL MATERIAL IN ACCORDANCE WITH ASTM C 136 FOR CONFORMANCE TO ASTM D 2487 GRADATION LIMITS; ASTM D 1140 FOR MATERIAL FINER THAN THE NO. 200 SIEVE; ASTM D 423 FOR LIQUID LIMIT AND ASTM D 424 FOR PLASTIC LIMITS; ASTM D 698 OR ASTM D 1557 FOR MOISTURE DENSITY RELATIONS, AS APPLICABLE. 3.14.2.2 SELECT MATERIAL: TEST SELECT MATERIAL IN ACCORDANCE WITH ASTM C 136 FOR CONFORMANCE TO ASTM D 2487 GRADATION LIMITS; ASTM D 1140 FOR MATERIAL FINER THAN THE NO. 200 SIEVE; ASTM D 698 OR ASTM D 1557 FOR MOISTURE DENSITY RELATIONS, AS APPLICABLE. 3.14.2.3 DENSITY TESTS: TEST SOIL DENSITY IN ACCORDANCE ASTM D 2922 AND ASTM D 3017. TEST EACH LIFT AT RANDOMLY SELECTED LOCATIONS EVERY 500 SQUARE FEET OF EXISTING GRADE IN FILLS FOR STRUCTURES AND CONCRETE SLABS, EVERY 500 SQUARE FOR OTHER FILL AREAS, EVERY 1,000 SQUARE FEET OF SUBGRADE IN CUT, AND EVERY 250 LINEAR FEET FOR PIPE LINE INSTALLATION (MINIMUM ONE TEST PER PIPE LINE), AND ADDITIONAL TESTS AS REQUESTED BY WW ASSOCIATES. TH OF � DESIGNED BY: PROJECT: 1 - RU WESTMINSTER- CANTERBURY ENGINEIERS DRAWN BY: FINAL SITE PLAN AMENDMENT SURVEYORS REG ALBEMARLE COUNTY, VA PLANNMRS TITLE: Lic. N . 12 ,� AsSOCIATES DIHR BY.H GENERAL EARTHWORK NOTES �0A - to - r s� {ww FW No. �'s ��ti Po Box 412 3040 Avemore Square P1. WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: S Lynchburg, VA 119 Charlottesville, Square 22911 SHEET REVISION BY DATE NO. jONAL F' Phone: 434.316.6080 Phone: 434.984.2700 SHEET REVISION BY DATE www.wwassoclates.net 21501 1.04 501104C_ND3.dNg CML V. NIA 7115115 SET REV. NO. 1 DRAWING NUMBER: C -4 SHEET NUMBER: 4 of 24 [�O °Gti,. Lj U cjj__� PHASE 2 '9iy v PROJECT AREA o ,QO a O PHASE 1 p / PROJECT AREA � z Q 3 I O Pftrol — Mo�Nrq/ C le N FNl F �0 L0 v Q 0 a 0 0 D RO �OQS Q O V_ C4 3 m of DESIGNED BY: sEr REV. No. PROJECT. WESTMINSTER— CANTERBURY 11 ENIGINEERS DRAWN BY: FINAL SITE PLAN AMENDMENT 1 3 ' 1-4 SURVEYORS REG ALBEMARLE COUNTY VA DRAWING NUMBER: PLANNERS TITLE: N . I2 OVERALL PLAN C -5 W� DIHR BY: ASSOCIATES HFW O Sy PO Box 4119 3040 Avemore Square PI SHEET NUMBER: 'i' !O- S Lynchburg, VA 24502 Chulotte,v,e,VA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: �ls�►I E�ycT� Phone: 434316.6080 Phone: 434.984.2700 501104^ OV1.dw w 1 5 of 24 N0. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE ANAL T� ww W.a Wa„oe;a,e,.ne, 215011.04 J 'TV— 1� {/ g CrnL V. N A� � 71151151 v� 3 v VI 0 0 / c m E v c m E Q c 0 a� 0 0 N Ch -S Z U 3 N / s ��S \, . „ a ` \ t ``ode, O c j \..✓ �\ �"k GL I j��' � ��, ���'�'""�r.� \� -�"�' �`�`r`• R`` \ / UNIT 261 1 xxv \t,,..� :... tin'W :�5\\.. ,.��, ,....... :"`+�E ^...'"'i;;.. . /7 •i: '` :,$.�`'�r \ 1 i ..E:: SQ PHASING NOTE: PHASE 1 AND PHASE 2 ARE PART OF A SINGLE: PROJECT TO BE CONSTRUCTED SEPARATELY. PHIASE 1 WILL CONSIST OF DEMOLITION OF EXISTING DUPLEXES AND CONSTRUCTION OF NEW SINGLE FAMILY RESIDENCES. PHASE 2 WILL CONSIST OF CONSTRUCTION OF THE PARK, PARKING LOT AND ASSOCIATED STORMWATER MANAGEMENT. i NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE T '•� ,,, ' 1'Yti T ( , TH OF J� l� Lic. N .V1� X04, Ot- to -1�'- �SSI"NAL E�Gti 71D 72C3 SAN M22H 7 I I UNIT 269 5FX 1SMHJ T = 8 1 IN= 545./02 8" S 8) OUT = .544.92 ( Fi ffi YIG TOP= 528.73 ?j IN= 522.58 (24" RCP) /1 f ¢? IN= 522.38 (24" RCP) I f OUT= 522.08 (30" RCP) . . : ::...:... DESIGNED BY: JDB PROJECT: WESTMINSTER- CANTERBURY SET REV. NO. TVA—,., ENGINEERS FINAL SITE PLAN AMENDMENT FWSURVEYORS DRAWN BY: REG ALBEMARLE COUNTY, VA DRAWING NUMBER: TITLE: PLANNERS DIHR BY EXISTING CONDITIONS AND DEMOLITION PLAN —PHASE 1 C -6 ASSOCIATES H� SHEET NUMBER: PO Box x119 3040Aveimore Square arl A229 Lynchburg, VA 24502 Choneswillc, VA 22911 1 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Phone: 434.316.6080 Phone: 4134.984.2700 www.wwassociates.nett 215011.04 501 104C— DC1.dwg CML H: 1 " -2�' 71151151 6 of 24 V. NIA N is UI O E In O W) V_ C4 .-I N CATERED LIVING BUILDING CATERED LIVING BUILDING .e. ow 0 wow ATION VALVES TO BE RELOCATED _TOP= 0--,\ z I NO. I SHEET REVISION WiMr. SN :::: :.: "n OFF: CLEARING AND GRAD IN f/ I-DI TOP=590.39 Eel IRRIG TION VALVES TO 0 BE-RELOCATED (rip--), DEMOLITION AND RELOCATION OF UNDERGROUND UTILITIES ___SHALL- BE-PROVIDED BY OTHERS YARD DRAINS AND PIPING -SHALL-BE VACATED IN PLACE r \vlrl'_v' PED ? m - -7--77 DI TOP =5 5 7-,77 IN=591.2 OUT=59 1 1. (IJ' R Mill LIMITS OF CLEARING 0 9-p % 0� SOILS DESIGNATION TYPE, TYP. 23B 71CIF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 20' Ll U, 20' 0 20' �.: 72C3 .. CRITICAL SLOPES <25% SOILS DIVIDE, TYP. 7/ ITEMS TO BE DEMOLISHED OR RELOCATED LIMITS OF CLEARING AND GRADING SOILS DIVIDE ----------- BISHOPS RIDGE ROAD 0 GENERAL DEMOLITION NOTES SEE DWG. No. C-6 FOR DEMOLITION NOTES. k EX. WATERLINE TO �-�AAT EOV BE ABANDONED (TYP-) SHEET REVISION m� lm� 49�ITH OF jar Am L �ic. N 'e 0A to— 15;:-- 10NAL Cs 0,001 LIM rS\,OF CLEARING AND GkAAING m WV wm 12" STAND PIPE TOP=577.47 INV=5 74.52 HOUSE--\ 10 "XVC7 9 I K� FALL V 5 72C3 71D `k A,N"IMP. . Q � MESA X Mw; .1000*12 EN01NEERS SURVEYORS PL,ANNERS JDB WESTMINSTER- CANTERBURY FINAL SITE PLAN AMENDMENT ALBEMARLE COUNTY, VA DRAWN BY. REG DRAWING NUMBER: C-7 TITLE. EXISTING CONDITIONS AND DEMOLITION PLAN-PHASE 2 DIHR BY ASSOCIATES HFIN SHEET NUMBER: 7 of 24 I I YIG 1* I WWA NUMBER: 215011.04 FILE NAME: 501104C-EX2.dwg DISCIPLINE: CML SCALE. H: V. NI 1 ffl�= A 0 DATE: PHASING NOTE: EXISTING RESIDENCE UNIT 248 UNIT 244 I PHASE 1 AND PHASE 2 ARE PART OF A SINGLE PROJECT TO BE CONSTRUCTED SEPARATELY. PHASE 1 X WILL CONSIST OF DEMOLITION OF EXISTING DUPLEXES UNIT 246 P .5 79.8 15 CP) DI TOP=583.45 IN=578.01 (18" RCP) AND CONSTRUCTION OF NEW SINGLE FAMILY 0 9.7 OUT=576,60 (24" RCP) RESIDENCES. PHASE 2 WILL CONSIST OF CONSTRUCTION OF THE PARK, PARKING LOT AND 0 ASSOCIATED STORMWATER MANAGEMENT. M SN P k EX. WATERLINE TO �-�AAT EOV BE ABANDONED (TYP-) SHEET REVISION m� lm� 49�ITH OF jar Am L �ic. N 'e 0A to— 15;:-- 10NAL Cs 0,001 LIM rS\,OF CLEARING AND GkAAING m WV wm 12" STAND PIPE TOP=577.47 INV=5 74.52 HOUSE--\ 10 "XVC7 9 I K� FALL V 5 72C3 71D `k A,N"IMP. . Q � MESA X Mw; .1000*12 EN01NEERS SURVEYORS PL,ANNERS JDB WESTMINSTER- CANTERBURY FINAL SITE PLAN AMENDMENT ALBEMARLE COUNTY, VA DRAWN BY. REG DRAWING NUMBER: C-7 TITLE. EXISTING CONDITIONS AND DEMOLITION PLAN-PHASE 2 DIHR BY ASSOCIATES HFIN SHEET NUMBER: 7 of 24 I I PO Box 4119 3040 Avemore Square PI. Lynchburg, VA 24502 Chni.tt ... dk, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 www.w"•as,ociates.net I I WWA NUMBER: 215011.04 FILE NAME: 501104C-EX2.dwg DISCIPLINE: CML SCALE. H: V. NI 1 ffl�= A 0 DATE: m 3 CL U� O O c O E c m E Q c 0 a as �i- 0 0 N O� a� O O 3 U 3 0 W) N v„ 3 .o C4 UI 0 0 / C Q 0 a O O N O� •C a� 3 i 3 0 LO N / CATERED LIVING BUILDING CATERED LIVING BUILDING t �1 RELOCATE EXISTING\ CG -12 IRRIGATION VALVE woos CG -12 TOP CG -12 I S H RV PROJECT AREA R?`3 SN HC ti r .-.�1. • ° 6-6 _582 TELf-t?ED C7 TR ORMER (/C 580 NEW RETAINING 10 0 -+- WALL WITH SAFETY RAIL. / EXISTING RESIDENCE / UNIT 248 C NO. SHEET REVISION h CIV CG"-12 I ADJUST BASE OFI LIGHT AS REQUIRED FOR GRADING DI T P =59 .39 CG- 2 1 \ 0 40 ADJUST BASE OF LIGHT AS REQUIR \ FOR GRAD . \I Ems 2 9' NEW RETAINING/ `� TA C" WALL 0 g g' CG -12, C -12 10 v- D NEW POLE LIGHTS, TYP. STAMPED -/`f" COLORED CONCRETE CG -12 a • �E PED ? jIRV -war Eov � STANDARD - CONCRETE PROJECT AREA - - PANTOPS MOUNTAIN ROAD ss � O LIGHTING NOTE: NEW EXTERIOR PARKING LOT LIGHT FIXTURES WITH LAMPS THAT EMIT 3,000 LUMENS OR MORE MUST BE FULL CUTOFF FIXTURES IN ACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE AND COMPLY WITH DARK SKY. SPILLOVER TO ADJACENT PROPERTY SHALL NOT EXCEED ONE -HALF (%) FOOT CANDLE. NEW FIXTURES ON RESIDENTIAL UNITS SHALL EMIT LESS THAN 3,000 LUMENS. SHEET REVISION 1 PROJECT AREA / J WNW— STAMPED COLORED CONCRETE 6" CURB 12" CURB CUT i H O.F D l� 100,,4 Sr: I0NAL 44 598 DI TOP 5 5 7 IN =591.2 OUT =591. (15" R, ) i 596 _594- `' -CG -12 - G -12 I. 5g2� 0 BISHOPS RIDGE ROAD DI TOP= 583.45 IN= 578.01 (18" RCP) OUT= 576.60 (24" RCP) 1 0 WM LNEW PARK BIRD HOUSE BENCHES TAPER LAST 3' \ \ OF CURB 12" STAND PIPE TOP= 577.47 INV= 574.52 Q� J� V / �V G MH T P 571g.83 I =567. (1 " CMP) IN =S )PVC) - 65.68 (,15" CMP) ENIGINEERS SURVEYORS PLANNERS ASSOCIATES PO Box 4119 3040 Avemore Square Pl. Lynchburg, VA 24502 Charlottesville, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 ww w. w was sociates. n et yid o� °" pd OJ, 0 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1" = 20' 20' 0 20' PHASING NOTE: PHASE 1 AND PHASE 2 ARE PART OF A SINGLE PROJECT TO BE CONSTRUCTED SEPARATELY. PHASE 1 WILL CONSIST OF DEMOLITION OF EXISTING DUPLEXES AND CONSTRUCTION OF NEW SINGLE FAMILY RESIDENCES. PHASE 2 WILL CONSIST OF CONSTRUCTION OF THE PARK, PARKING LOT AND ASSOCIATED STORMWATER MANAGEMENT. J YIG TOP= 567.40 IN= 564.00 (15" CMP) 1 IN= 562.70 (24" RCP) OUT= 562.20 (24" RCP) 1 /0- G DESIGNED BY. PROJECT: SET REV. NO. JDB WESTMINSTER- CANTERBURY DRAWN BY. FINAL SITE PLAN AMENDMENT REG ALBEMARLE COUNTY, VA DRAWING NUMBER: DIHR BY. TITLE: SITE LAYOUT PLAN —PHASE 2 C -9 HFW SHEET NUMBER: WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 21501 1.04 501104C_SP2.dwg CML V: N"A 0� 7115115 9 of 24 O+ 3 .0 .z a ca �I 0 0 0 / c m E v c O E Q c a 0 0 LO N a vs O v� 3 U 3 0 0 N Cm 3 a C3 U1 �h O w w O y.. G O E v c E Q c 0 a 0 w 0 w N / a c a� 3 O m 3 U 3 w w 0 w N / E. o+ 3 .o OL I O O c E v c m E Q c 0 a 0 �t- 0 O N / v� ,c 0 0 3 v 3 0 LO N / El� Do 10 0 U) �h O O h m e 0 a tip �t- 0 0 N / v1 ,c 3 O W) N / NO. FRAME & COVER (SEE FIG. S - I - D,E) SLOPED AREA -" STREET SURFACE OR NON -PAVED AREA 2 - I)" RUBBER COATED STEEL STEPS CAST IN PLACE A 3'-0" MIN PRECAST REINFORCED_, CONCRETE SECTIONS 12" MIN "O" RING SEALS __16 " MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H.S" 4' -0)" S FROM INLET TO (OUTLET I SHALL BE 01.20 FEET. DEPTH OF FLOtIr CONCRET l VARIES FILLETS CHANNEL TO BE 3/4 DIAMETER O -- --- - CONTRIBUTING'_r A FILLETED INVERT FOR A 4M[ C�TIN ' g x1211 �_... ; ...� .� . �... ,... r TRANSITION OF FLOW BETWEEN K; INLET & OUTLET PIPE SHALL B� `^ ` PRCi'v'1IiEC. MIN- 6" B EDDING NOTE W/ NO. 68 STONE 1. BEGGING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BIE SPECIFICALLY DETERMINED BY THE CONSULTANT FOT�IE StOIL CC�NDITI40N5. 2, THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON - EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BESEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N .T.S FIG. S -I -A TD -21 I PLACE 5' GALVANIZED WITNESS " POST INITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. 1V -,.REFER LOCATIDIA MAY BE SUBJEC y TO HIGH \+YAY DEPARTMENT APPROVAL. FINISHED GRACE --� ca 1,. 3k tt t iJ �V C w WATER ADJUSTABLE VALVE BOX U':/ LID MA. GATE VALVE LINE Ill V LI 250+0 P.S.I. COtICRETE y` THRUST BLOC a 2'x 2' BEARINGAREA, 4 d 4 a NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES .ABO'V'E GRA TYPICAL GATE VALVE N-TS FIG. W - 5 TD -8 f4 5'NL _f2 GENERAL GENERAL NOTES: L THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2- DETECTABLE WARNING TO BE CLASS A -3 CONCRETE (CLASS A -4 IF PRECAST) r WITH SL RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN 4 TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. 8 3- SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 1Q,1 MAX FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. TYPE A 4, IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO PERPENDICULAR THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. J 5• REQUIRED BARS ARE TO E NO. 5 X 8" PLACED 1' CENTER TO CENTER ALONG 5" MIN BOTH SIDES OF THE RAMP FLOOR, MID-DEPTH OF RAMP FLOOR. MINIMUM > CONCRETE COVER 1/2"- 12� 6, CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS 12.1 MA ARE INCLUDED N PAYMENT FOR CURB / CURB AND GUTTER, 7• CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED TYPE B BY THE ENGINEER, THEY ARE TO E PROVIDED AT INTERSECTIONS WHEREVER PARALLEL AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED. OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT HYDROANNTS. DROPiNLETS, ErC. STOP LINES, ROUTES LIGHT POLES, CONTINUOUS 1 UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL 12:1 MAX _ ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED .�.* AND USED BY PEDESTRIANS. 5' ON -- 8- RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND 4' MN THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS AT )IC , 2" HIGHER THAN PERPENDICULAR TO THE CURB. EDGE OF PAVEMENT 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK, WHEN THE ENTRANCE RADIICANNOT AT *'X` ' SAME AS TOP OF CURB ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, REFER TO STANDARD CC-0. COMMERCIAL ENTRANCE (HEAVY TYPE C TRUCK TRAFFIC) FOR CONCRETE DEPTH. PARALLEL & PERPENDICULAR 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 11- WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TRUNCATED DOME tw A 4'x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR _.,I 16 "-2.4" C-C INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' 4 0 0 0 0 a d f F F LANDING AREA MAY INCLUDE THE GUTTER PAN. y 1 1 cy O O 0 O 0 0 0 0 0 0 a 6 v 0 0 0 0 0 0 0 0 0 0 0 0.0 - 000000000000000 �a 0 0 0 0 0 0 0 a 0 0 0 0 0 o a ' ^1 0 0 0 O o 0 0 0 0 o a 0 0 0 0 m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 1- 1SOX65XOFBASEDIAMETER 000000000000000 DIAMETER' TOP DIAM�- " -1.4" I _ VARIABLE 4' MINIMUM PAY LIMITS TRUNCATED DOME DETECTABLE WARNING DETAIL DETAIL -kVDOT CG-12 DETECTABLE WARNING SURFACE sPECIRN BRIDGE AND IDGE STANDARDS REFERZENCEENCE SHEET t OF 5 REVISION DATE (GENERAL NOTES) Los 203.05 10/09 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 t; �Ar_. ^S �+ A,. ae n�E^ rn. cv,: r,rl- ftt .c,'...:• /4• ha,;:- n+v•e '0A WIG �• ITS: '. ,4: rYF.: :r '�S.E r �i8' Y iFik. AN :A.; , :r, +'rrr. �� .,:. ;•w:, - , i -k TYPICAL SERVICE LATERAL INSTALLATION NTS FIG. W - 6 TD -9 1W1 10:1 B MAX MAY g TYPICAL DESIGN CC -12 I I I s� TRUNCATE DOME 4' A SEE SHEET 1 OF 5 FOR DETAILS 4' 4' BACK OF CURB 12:1 MAX. 48:1 MAX. 20: 1 TYPE A WITH BUFFER STRIP r MIN, SECTION A -A PERMISSIBLE CONSTRUCTION JOINT 4 � m �` SECTION B -B NOTES: 4' MIN ) FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET t OF S. ( ;1 uA1t) THIS 4' WIDES REQUIRED ATSTOPFOF CURBCONSTRUCTION PMINIM M CURB RRAAMPP LENWGTTHHR8 SIDEWALK. FEET FOR NEW ALTERATIONS CONSTRUCTION, 6 FEET FOR ALTERATIONS. A 4'SOUARE LANDING A 4'SOUARE LANDING TRAVELWAY'DSHALL AREA OUTSIDE AL OF BE PROVIDED WITHIN TRAVELWAY SHALL THE MARKED BE PROVIDED WITHIN N -i N CROSSWALK AREA THE D AREA O zil �0 3 CR OSSw LK C � SSWA�K o v _ O TYPICAL PLACEMENT TYPICAL PLACEMENT �� p n AT INTERSECTION AT INTERSECTION CROSSWALK � C OSSWALK WITHIN CROSSWALK WITHIN CROSSWALK DIAGONAL PLACEMENT DIAGONAL PLACEMENT (WITH BUFFER STRIP) WITH BUFFER STRIP SPECIFICATION ZVDOT REFERENCE CG -12 DETECTABLE WARNING SURFACE 105 TYPE A (PERPENDICULAR) APPLICATION ROAD AND BRIDGE STANDARDS 502 REVISION DATE SHEET 2 OF 5 VIRGINIA DEPARTMENT OF TRANSPORTATION 10/09 203.06 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAD FOR AS RADIAL CURB. 4 THE DEPTH MAY BE REDUCED 3" (15" INCREASED 3" (21" 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 18" AS SHOWN. ,r FOR ADJUSTMENT IN THE PRICE BID IS TO BE MADE A DECREASE OR AN INCREASE IN DEPTH. 5. CG -2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG -6 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, V) IN THE SECTION ON GS URBAN STANDARDS. 2" RADIUS ;a SURFACE A. •fin .•�s.,.. co BASE P P SUBBASE 6" 12" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED 105 502 STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION !�i • • •fir• • • •rr• • • ��• • • ��• •r 4 • A • , A TH OF t td Lic`N6!I225 �°,lo -Is 4. REVISION BY DATE NO. SHEET REVISION BY DATE 0NAL ECG R o o P P A. . A. A .o 1 D,e D,' T D. 6" CG -2 m SURFACE BASE SUBBASE BRIDv I E OAD AN STANDARDS REVISION DATE SHEET 1 OF 1 201.01 CG -12 05 DOWELS, 8" LONG PERMISSIBLE AT 12" C -C 5, MN, CONSTRUCTON JOINT 12:1 MAX - X12:1 MAX jS .r.. T RAMP -..-J L RAMP J (SEE TABLET A (SEE iAN3LE) TRUNCATED DOMES SEE SHEET 1 OF 5 FOR DETAILS 5' -0" MIN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48 : 1 M 20:1 48 : ,MAx 21tIN. SECTION A -A PERMISSIBLE Y CONSTRUCTION # to 0 SECTION B -B 12.1 MAX. WITH BUFFER STRIP 5'WN 12:1 MAX- \ �Tt'•`%r �- :' -.s�_ 4, MN WITH BUFFER STRIP 5�tAN- �,\ 4• ruN WITHOUT BUFFER STRIP CROSSWALK 1 CROSSWALK II M 4'SOUARE LA'aM ILEA OUTSM a• TRAVELWAY 1j >.�f SMALL BE PR(AE O FOR CROSSWALK fPERAENO"AR CROSSWALK NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, Krlrtat T!£ AtA1dCEp SEE SHEET 1 OF S. �s• NCROSSWILK AREAL THE REQUIRED LENGTH OF A PARALLEL RAMP TYPICAL PLACEMENT s�N IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. AT INTERSECTION " 5' MIN 1 TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT SEWER SERVICE LATERAL CONNECTION NOTES: 4" CURB 1 6" CURB 1. 1^/IIERE A SEVVER SERVICE LATERAL CONNECTS TO A MANHOLE 4 6 AND NO INVERT ELEVA[ION FOR THE SERVICF IATERAI. IS 5 7 INDICATED THE TOP (CROWN) ELEVATION OF THE SERVICE 5 8 LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE 6 9 TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED 8 12 TO "II1E MANHOLE. 10 15 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL 14 15 BE CONNECTED USING A PIPE SADDLE. - w = 3. MINIMUM GRADE FOR SEWER SFRVICE CONNECTION SHAH. BE 296 rrr + +• (1/4" PER FOOT) �Q1 r rrr 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER 2' MAIN ° + O- 4'. /r r a 5 ALL SEWER LATERALS rr / EARTH r - � + SHALL HAVE A MINIMUM COVER OF 3 FELT. rr /rrrrrr d rriiir /ii _ GROUND ROCK OR SALT TREATED � FINISHED GROUND 2 x 4 ° n MARKER p / PLUG END OF UNYIELDING MAIN LINE SERVICE LATERAIL a SECTION o 4S a O,U„ _ �U ILI yam-- IN LINE WYE-TEE , MIN. 1/10 D PLAN SOL BEDDING VARIES R _ UNYIELDING SOIL SEWER SERVICE LATERAL CONNECTION N. T. S. FIG. S - 2 OFEH 1W1 10:1 B MAX MAY g TYPICAL DESIGN CC -12 I I I s� TRUNCATE DOME 4' A SEE SHEET 1 OF 5 FOR DETAILS 4' 4' BACK OF CURB 12:1 MAX. 48:1 MAX. 20: 1 TYPE A WITH BUFFER STRIP r MIN, SECTION A -A PERMISSIBLE CONSTRUCTION JOINT 4 � m �` SECTION B -B NOTES: 4' MIN ) FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET t OF S. ( ;1 uA1t) THIS 4' WIDES REQUIRED ATSTOPFOF CURBCONSTRUCTION PMINIM M CURB RRAAMPP LENWGTTHHR8 SIDEWALK. FEET FOR NEW ALTERATIONS CONSTRUCTION, 6 FEET FOR ALTERATIONS. A 4'SOUARE LANDING A 4'SOUARE LANDING TRAVELWAY'DSHALL AREA OUTSIDE AL OF BE PROVIDED WITHIN TRAVELWAY SHALL THE MARKED BE PROVIDED WITHIN N -i N CROSSWALK AREA THE D AREA O zil �0 3 CR OSSw LK C � SSWA�K o v _ O TYPICAL PLACEMENT TYPICAL PLACEMENT �� p n AT INTERSECTION AT INTERSECTION CROSSWALK � C OSSWALK WITHIN CROSSWALK WITHIN CROSSWALK DIAGONAL PLACEMENT DIAGONAL PLACEMENT (WITH BUFFER STRIP) WITH BUFFER STRIP SPECIFICATION ZVDOT REFERENCE CG -12 DETECTABLE WARNING SURFACE 105 TYPE A (PERPENDICULAR) APPLICATION ROAD AND BRIDGE STANDARDS 502 REVISION DATE SHEET 2 OF 5 VIRGINIA DEPARTMENT OF TRANSPORTATION 10/09 203.06 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAD FOR AS RADIAL CURB. 4 THE DEPTH MAY BE REDUCED 3" (15" INCREASED 3" (21" 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 18" AS SHOWN. ,r FOR ADJUSTMENT IN THE PRICE BID IS TO BE MADE A DECREASE OR AN INCREASE IN DEPTH. 5. CG -2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG -6 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, V) IN THE SECTION ON GS URBAN STANDARDS. 2" RADIUS ;a SURFACE A. •fin .•�s.,.. co BASE P P SUBBASE 6" 12" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED 105 502 STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION !�i • • •fir• • • •rr• • • ��• • • ��• •r 4 • A • , A TH OF t td Lic`N6!I225 �°,lo -Is 4. REVISION BY DATE NO. SHEET REVISION BY DATE 0NAL ECG R o o P P A. . A. A .o 1 D,e D,' T D. 6" CG -2 m SURFACE BASE SUBBASE BRIDv I E OAD AN STANDARDS REVISION DATE SHEET 1 OF 1 201.01 CG -12 05 DOWELS, 8" LONG PERMISSIBLE AT 12" C -C 5, MN, CONSTRUCTON JOINT 12:1 MAX - X12:1 MAX jS .r.. T RAMP -..-J L RAMP J (SEE TABLET A (SEE iAN3LE) TRUNCATED DOMES SEE SHEET 1 OF 5 FOR DETAILS 5' -0" MIN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48 : 1 M 20:1 48 : ,MAx 21tIN. SECTION A -A PERMISSIBLE Y CONSTRUCTION # to 0 SECTION B -B 12.1 MAX. WITH BUFFER STRIP 5'WN 12:1 MAX- \ �Tt'•`%r �- :' -.s�_ 4, MN WITH BUFFER STRIP 5�tAN- �,\ 4• ruN WITHOUT BUFFER STRIP CROSSWALK 1 CROSSWALK II M 4'SOUARE LA'aM ILEA OUTSM a• TRAVELWAY 1j >.�f SMALL BE PR(AE O FOR CROSSWALK fPERAENO"AR CROSSWALK NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, Krlrtat T!£ AtA1dCEp SEE SHEET 1 OF S. �s• NCROSSWILK AREAL THE REQUIRED LENGTH OF A PARALLEL RAMP TYPICAL PLACEMENT s�N IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. AT INTERSECTION " 5' MIN 1 TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RWP LENGTH IN FEET 4" CURB 1 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 10 15 6 14 15 ROAD AND BRID GE STANDARDS SHEET 3 OF 5 REVISION DATE 203.07 1 10/09 WITHIN CROSSWALK CURB 2' BUFFER STRIP S' SIDEWALK DIAGONAL PLACEMENT v MIN __ TZ;1 MA7c 11A1�• a A --I f OUTSRX OF TRA WAY A 4 A 4'SQUARE LAW \ \apSS WJt- SHALL i£ PROVM FOR PERPEIUKU.Rt CH0.SSWALK F SMALL OF TRAM WiTMIN TIE MAMM SNAIL DE PROVOS WITH BUFFER STRIP �WALX CRossW WILT N � , RKE CROSSWALK AREAL CG -12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 105 502 PB 1 �••�r. / rrr .. .... / /iii r rr � rr /rrr ff�f - - - = = NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL = TOP OF FILL _= TOP OF FILL GROUND UNE _ / rrrrrr rrrrrr GROUND LINE or GROUND LINE x - GROUND LINE _ �j' r r / r/ // d -, GROUND - w = rriirrirrii rrrrrrrrrii rr /rrirr/r rrriirrrir rrr + +• r rrr _ ° + _ I /r r a rrrrrr rrr /ir rr / EARTH r - � + I ' I rr /rrrrrr d rriiir /ii _ GROUND ROCK OR + � �., ° n p UNYIELDING ° a EARTH o MINI 17/10 D _ �U , MIN. 1/10 D X D SOL BEDDING li _ UNYIELDING SOIL - OFEH X D X MN. t /10 BEDDING MIN. 8 ", MAX. 24" BEDDING MATERIAL MADE ERIGAL EARTH NORMAL EARTH FOUNDATION FOUNDATION SOFT, YIELDING, OR ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL ® SSECTIION 302EOF TIHNE ROAD N EBRIIDGE NOTES: SPECIFICATIONS. MATERIAL MIN. 1/10 D X D FOR GENERAL NOTES ON PIPE BEDDING, SEE INSTALLATION OF PIPE CULVERTS X BEDDING MIN. 1/10 D -J CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHIfER RUN ® EMBANKMENT AGGREGATE SIZE 25 AND 26 MAY BE USED IN PLACE OF CLASS I BA(CKF6-L. MIN. 1/10 D ZvdoT 1' INSTALL. OF PIPE CULVERTS AND STORM SEWERS SREFEI�'E" SHEET 1 OF 4 REVISION DATE CIRC. PIPE BEDDING MATERIAL 107.D1 X D X BEDDING MATERIAL I - X ( D X %i' PER T R H --�- �E �■ E NORMAL EARTH FOUNDATION IN. 8 ", MAX, 24" ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE ��MIN. 1.5 x D MIN . 1.5 x D MIN_7.5 x D MIN. 1.5 x D 1.5 x A TR OF FILL - TOP OF FlLL r r_TOP OF FILL -- C" �••�r. / rrr .. .... / /iii r rr � rr /rrr ff�f - - - = = riirrr ...... r rr rr /rrrir; rrr /ri/ rrrri tilt rrr rrr rrrrrr rrrrrr � - = - rrirrrrrrrrrr rrir�rrrrrirri rrrrrrrrriirr rrr,�rrrrrrrri --- _= r a / rrrrrr rrrrrr GROUND LINE � + -- - �j' r r / r/ // d rrr /r rrr /// GROUND - w = rriirrirrii rrrrrrrrrii rr /rrirr/r rrriirrrir r r/ r rrr _ ° r rrrrrr rrr /ir LINE + ° = rr /rrrrrr d rriiir /ii _ GROUND d EARTH MINI 17/10 D _ �U , MIN. 1/10 D X D X BEDDING _ UNYIELDING SOIL MATERIAL. OFEH X D X MN. t /10 '+ E n MIN. 8 ", MAX. 24" BEDDING MATERIAL MADE ERIGAL EARTH NORMAL EARTH FOUNDATION FOUNDATION SOFT, YIELDING, OR ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL ® SSECTIION 302EOF TIHNE ROAD N EBRIIDGE NOTES: SPECIFICATIONS. CLASS I BACKFILL MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE EXTTENDEDTTO PIPE, 1" ABOVEIT HE TOP OF THESPIPE. BACKFILL MATERIAL SHALL BE SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING, SEE INSTALLATION OF PIPE CULVERTS REGULAR BACKFILL MATERIAL IN ACCORDANCE AND STORM SEWERS GENERAL NOTES ON SHEET 107.00. WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHIfER RUN ® EMBANKMENT AGGREGATE SIZE 25 AND 26 MAY BE USED IN PLACE OF CLASS I BA(CKF6-L. ZvdoT ROAD AND BRIDGE STANDARDS INSTALL. OF PIPE CULVERTS AND STORM SEWERS SREFEI�'E" SHEET 1 OF 4 REVISION DATE CIRC. PIPE BEDDING AND BACKFILL - METHOD "A" 107.D1 VIRGINIA DEPARTMENT OF TRANSPORTATION 3D2 303 • ■ r • • \ am 1004-a �-'Dlloml M.11 Is • �i�i�i�i��i�i�i�i.�i�.� � � I • i I• I lI•- .. .. • ...Ya+ a,.Y� • �. tea, •�i�i�i� :ri Lam= %- 1!�a!���������.��L�� � • � � ' '! z!- L! � -�! �! L_!, CONCRETE DRIVEWAY PAVEMENT SIDEWALK DETAIL SECTION DETAIL NOT TO SCALE NOT TO SCALE NOTES: ENGINEERS SURVEYORS PLANNERS ASSOCIATES PO Box 4119 3040 Avemore Square PI. Lynchburg, VA 24502 Charlottesville, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 www.wwassocia(es.net 1. TO BE POURED VDOT CLASS A3 GENERAL CONCRETE. 2. DISTANCE BETWEEN SCORE LINE NOT TO EXCEED 5' IN LONGITUDINAL DIRECTION. DESIGNED BY: PROJECT: SET REV. N0. JDB WESTMINSTER- CANTERBURY DROWN BY: FINAL SITE PLAN AMENDMENT REG ALBEMARLE COUNTY VA DRAWING NUMBER: TITLE: DIHR BY. HFW DETAILS C -17 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: SHEET NUMBER: 21501 1.04 501104C_DET1.dwg CML H: AS SHOWN 7/15/15 7 7 of 24 3 i �I O 0 W) 4) Q v a h Orz 0 W) C4 / *1 -S 0 U 3 0 W) N / _- ONE NO. `7 MH T P 71.83 =567. (1 CMP) IN =5 VC) 65.68 (�15" C 11 r R1 1 TREES TO BE FILE NAME: PRESERVED 1` DATE: 21501 1.04 501104C_LSl.dwg CM TREES TO BE PRESERVED WITH PRUNED CROWNn fi LIMITS OF CLEARING .� ... AND GRADING PROJECT AREA LANDSCAPING BED \v �9 F IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 20' F v] L�l 20' 0 20' EX SMH 9 TOP= 551.92 IN= 546.55 (8" PVC) - � 1N= 546.42 (8" PVC) G,� �' WM OUT= 546.32 (8" SMH 7) 8" PVC OUTFACE / ® / INV 559.62 r FFE= 574.75 �� C S z �� ^� ^. ^r ^J�� / / / /� /J .. .. • r ' � UCH' GAS / UG Uc A ° -� — -�� \ ,6a K(1) /� uc G � � S Q \ _ ✓/ % \ �� IH(1Y f ;. ,' C ® ANTOpS Mp `� wAS GAS— cn O/ �iTAIN w _j \ \ " FFE= 568.75 IG - 1.0 ® I \ Z4 V=56 n Eff o\! ° �� -- `\ RAIW -GARDE ® j • rn \ \ _ .► (129 SOFT) ��' \ / ° ; - - "�' ° -5552 �o I H (1) TEL \ �S EX SMH � P- 5-S4.51 562 \ 1443.01 (6" At� SAN �` -' \ IN= 542'61 (,8" SMH05) ___-- - F\ \`-\ / / FFE -5 3.25 J Q(T=54 36 (8' Sll"_ \ - 4 -.�'_ \ \ O 1 TRAN�F �LA SCAPING wM(6) to ` \_ \\ \ / / \ BED TYP. FFE= 553.00 S SHEET REVISION BY I DATE I NO. POLE TREE TO BE PRESERVED 2" MAPLE 0 x� 55p \ \ / cK(1) r 1 40 wM() EX SM SHEET REVISION IH(1) FFE =557 50 `� ° 9�\ \ K 1 ' CK(1) i \-- \\ SAN \ A Sq AV(1) 1 �P °\�� \ SAN RAIN RDEN 50 \ Sq �s � —' N--s\ � `n`� S __ ___- RAIN G�DEN AN 168 S _ �OU� T =54 o EKD IPF o EX S -55 (8" S \L 3 _IRF 31 42 _ o o \-1N =54 IN-54 OUT . 4.9 '° NL 0`0,N 1 S 7) ' 0 0 BY I DATE ;rx 0 �SSIONAL SMH 5 0 \ NOTE: LANDSCAPING SHOWN IS FOR \ CODE COMPLIANCE. ADDITIONAL LAI ADDED AT OWNER DISCRETION. ENrGINEERS SURVEYORS PLANNERS ASSOCIATES PO Box 4119 3040 Aveemore Square PI. Lynchburg, VA 24502 Charlotteesville, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 www.wwassociates met DESIGNED BY. PROJECT. PCs WESTMINSTER— CANTERBURY DRAWN BY. FINAL SITE PLAN AMENDMENT REG ALBEMARLE COUNTY VA TITLE: DIHR BY. LANDSCAPE PLAN -PHASE 1 HFW �P TO E'� ll_ PLE r WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 21501 1.04 501104C_LSl.dwg CM V: N 'A 0' 7/15/15 MAT ®_E COUNTY PIN TO BE W SET REV. NO. 1 DRAWING NUMBER: C -22 SHEET NUMBER: 22 of 24 v� 3 J U� O O b I G E v c 0 E Q c 0 0 0 0 10 N o, S a� 0 a� 3 U 3 0 N 3 v UI •r 0 0 i m v m E AC 0 to 0 0 N i of S v 3 N i U) w KUU I BALL WIDTH 1 SHADE TREE PLANTING 1 I SCALE: NOT TO SCALE STAKE LIMIT OF TREE PIT LIMIT OF TREE CANOPY / MULCH ROOTBALL SEQUENCE OF CONSTRUCTION (GENERAL) REFER TO SPECIFICATIONS =0R ADJACENT )NS. kL LEADER. OR 2 "' MAX. =1NISH GRADE. BE PLACED IT & REMOVE TOP 1/3 OF BURLAP ROM ROOTBALL. ZING TO LIMIT OF CANOPY V. DIA,., WHICH EVER IS GREATER. -CUT EDGE IG SOIL MIX LANTIING IN LAWN, SEED / SOD OF NAULCH RING TRADE NT PLANTING; aN FOR MATERIALS. t' SIDES AND BOTTOM OF 'IT TO) 1" DEPTH. 4MPEID SOIL TO 'ROOT BALL JRBEID SOIL NOTES: 1. NEVER CUT CENTRAL LEADER. 2. CUT & REMOVE WIRE BASKETS IF APPLICABLE. 2. MULCH NEVER TO BE PLACED AGAINST TRUNK/ROOT FLARE. SET TREE W/ 1/8 OR 2" MAX OF ROOT BALIL ABOVE GRADE CUT AND REMOVE BURLAP FROM TOPS 1/3 OF ROOT BALL MULCH AS SPECIFIED SOIL MIX AS SPECIFIED SHOVEL -C:UT MULCH EDGE FINISHED (GRADE SCARIFY SIDES OF HOLE PRIOR TO (PLANTING UNDISTURBED SOIL 1. STAKE OUT PLANT /BED LOCATIONS. 2. CUT EDGE OF PLANT BED 3. TILL SOIL AND APPLY AMENDMENTS TO ENTIRE PLANTING AREA. 4. APPLY PRE - EMERGENT HERBICIDE (TWO WEEKS PRIOR TO PLANTING). 5. INSTALL PLANTS. 6. INSTALL FERTILIZER TABLETS IN EACH PLANT PIT. 7. PLACE BACKFILL. 8. WATER EACH INDIVIDUAL PLANT THOROUGHLY. 9. PLACE MULCH OVER ENTIRE PLANT BED. 10. WATER ENTIRE PLANT BED THOROUGHLY. SHRUB PLANTING County of Albemarle Conservation Plan Checklist - To be placed on Landscape PIans (Handbook, pp Ili -284 -111 -297 for complete specifications) 1. The following items shall be shown on the nlnn: Trees to be saved; Limits of clearing (outside dripline of trees to be saved); �d Location and type of protective fencing; Grade changes requiring tree wells or walls; Proposed trenching or tunneling beyond the limits of clearing, 2. Markings: m All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. No grading shall begin until the tree marking has been inspected and approved by a County inspector. 3. Pre - Construction Conference: Q Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment 0 erntinn nod Stora e: Ld Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the drip lines of trees to be saved. S. Soil Erosion and Stormwater Detention Devices: 10 Such devices shall not adversely affect trees to be saved. 6. Fires: Id Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Mpterinis: Q Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. S. Protective Fencing: ® Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. 12 Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: Ld 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. 10. Tree Walls: Ld 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: O When trenching is required within the limits of clearing, it shalt be done as faraway from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: Ul Protective fencing shall be the last items removed during the final cleanup. 13, Damnged Trees: Ld Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION ,? REQUIREMENTS. �t� (5- _J� OWNER SIGNATURE -7 - K' -15' - CONTRACT PURCIiASER SIGNATURE (DATE) 511106 Page 1 of 1 FIRST LATERAL ROOT FLUSH WITH FINISH GRADE MULCH (TYP.)(3" DEPTH) TOOLED BED EDGE, MIN. 4" DEPTH, ALIGN LIMIT OF MULCH WITH PLANT CANOPY UNLESS OTHERWISE INDICATED ON PLAN (TYP.) FINISH GRADE, CONDITION VARIES SEE PLAN (TYP.) REMOVE j OF BURLAP FROM TOP OF ROOTBALL PLANTING SOIL MIX AS SPECIFIED COMPACTED OR UNDISTURBED SOIL TAMPED SOIL UNDER ROOTBALL TO PREVENT SETTLING TILLED SOIL NOTES: 1. NEVER CUT CENTRAL LEADER. 2. CUT & REMOVE WIRE BASKETS IF APPLICABLE. 2. MULCH NEVER TO BE PLACED AGAINST TRUNK/ROOT FLARE. ;AL LEADER 'LAG, ONE PER WIRE JRN- BUCKLE ( 3 REQ'D) /8 OR 2" MAX. OF EVE FINISHED (GRADE :CIFIED I" MIN. DEPTH 4ULCH EDGE -, SEE SPECS. SUBBASE ES, CUT AND AP FROM TOP ALL PLANTING NOTES NOTES: 1) A 2 INCH CALIPER MAPLE IS BEING PRESERVED ALONG THE STREET IN PHASE 1. THIS PRESERVED TREE IS NOT SHOWN IN THE PRESERVATION SCHEDULE SINCE IT DOES NOT MEET THE MINIMUM REQUIREMENT FOR PRESERVATION CREDIT. 2) FOR PRESERVED TREES WITH AN " *" NEXT TO THE CANOPY RADIUS THE RADIUS HAS BEEN REDUCED TO ALLOW FOR PRUNING THE CROWN TO REDUCE THE LEAF SURFACE IN PROPORTION TO THE AMOUNT OF ROOT LOSS DUE TO NEW CONSTRUCTION AS SPECIFIED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK EXCEPT FOR AREAS IMPACTED BY THE REPLACEMENT OF EXISTING SIDEWALK OF THE SAME WIDTH OR PROPOSED PLANTINGS. 3) FOR PRESERVED TREES IN AREAS WHERE THE GRADE WILL BE RAISED THE ALTERNATIVE METHOD OF TREE WELL WITH TILE DRAINS WILL BE IMPLEMENTED FOR THE PORTION OF THE DRIP LINE WITHIN FILLED AREAS AS SPECIFIED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 1. THE CONTRACTOR SHALL PROVIDE MATERIALS, LABOR AND EQUIPMENT TO COMPLETE LANDSCAPE WORK AS SHOWN ON THE PLANS AND PER THE PLANTS SECTION OF THE SPECIFICATIONS. 2. PLANT MATERIAL SHALL CONFORM TO THE SIZES GIVEN IN THE PLAN UST AND SHALL BE NURSERY GROWN IN ACCORDANCE WITH THE "AMERICAN STANDARD FOR NURSERY STOCK," LATEST EDITION. PLANT MATERIAL EXHIBITING A SPINDLY OR LOP-SIDED HABIT OR OTHER FEATURE THAT DETRACT FROM ITS HEALTH OR APPEARANCE WILL BE REJECTED. 3. PLANTING SHALL BE IN ACCORDANCE WITH STANDARD AMERICAN ASSOCIATION OF NURSERYMEN PROCEDURES AND SPECIFICATIONS. 4. CONTRACTOR SHALL CONTACT UTILITY COMPANY AND VERIFY THE CORRECT LOCATION OF UNDERGROUND UTILITIES WITHIN THE LANDSCAPED AREA PRIOR TO INSTALLATION OF PLANT MATERIAL IF CONDITIONS ARISE IN THE FIELD WHICH NECESSITATES SHIFTING OF THE PLANT MATERIAL, LANDSCAPE ARCHITECT IS TO BE CONSULTED PRIOR TO RELOCATION. 5. OBTAIN APPROVAL FROM OWNER BEFORE MAKING ANY SUBSTITUTIONS OR CHANGES. 6. PLANT BEDS AND TREE PITS SHALL HAVE A, GRANULAR PRE - EMERGENT WEED CONTROL APPLIED PER MANUFACTURER'S RECOMMENDATION PRIOR TO MULCHING. 7. PRECAUTIONS SHALL BE TAKEN TO AVOID DAMAGE TO EXISTING PLANTS, TURF AND STRUCTURES. DAMAGED AREAS SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS. TURF AREAS DISTURBED BY PLANTING OR GRADING OPERATIONS SHALL BE FINE GRADED AND SEEDED OR SODDED. DEBRIS AND WASTE MATERIAL RESULTING FROM PLANTING OPERATIONS SHALL BE REMOVED FROM PROJECT AND CLEANED UP. 8. PLANT FOR BEST APPEARANCE FOR REVIEW AND FINAL ORIENTATION BY LANDSCAPE ARCHITECT. 9. PLANT BEDS AND PLANTING AREAS TO BE MULCHED TO A DEPTH OF 3" UNLESS OTHERWISE NOTED ON DRAWING. 10.ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. LANDSCAPE TABULATIONS TOTAL TREE COVERAGE: TOTAL PROJECT AREA: 80,0191 SQFT PEIRCENT OF TREE COVER REQUIRED: X 20%, REQUIRED CANOPY COVER: 16,004 SQFT CANOPY PRESERVED TREE 0. SQFT` PRESERVED CANOPY BONUS: X 125 TOTAL, 8,831 SQFT` PROPOSED TREE CANOPY* + 8_625 SOFT • PARKING LOT LANDSCAPING: PROPOSED NEW PAVED AREA OF PROPOSED ACCESS AISLES AND PARKING LOT: 6,937 SQFT PARKING LOT LANDSCAPING REQUIRED: X 5% REQUIRED PARKING LOT LANDSCAPING: 347 SQFT PROPOSED PARKING LOT LANDSCAPING: 904 SQFT PARKING LOT SHADE TREES: SHADE TREES REQUIRED: 1 TREE PER 10 PARKING SPACES PROVIDED SPACES: 17 PARKING SPACES / 10 = 1.7 PROPOSED PARKING LOT SHADE TREES: 2 STREET TREES: STREET TREES REQUIRED: 1 LARGE TREE FOR EACH 50 FEET OF FRONTAGE 986 FEET / 50 FEET = 19.7 STREET TREES PROVIDED; = 20 ROUTBALL WIDTH 3 EVERGREEN TREE PLANTING MULTI -STEM TREE PLANTING SCALE: NOT TO SCALE SCALE: NOT TO SCALE 1 ADDRESSED COUNTY ARB COMMENTS RU 8 -26-15 _ DESIGNED BY: PROJECT: WESTMINSTER- CANTERBURY SET REV. No. T F' H O .� ENGINEERS DRAWN BY: FINAL SITE PLAN AMENDMENT 1 SURVEYORS PCs ALBEMARLE COUNTY, VA DRAWING NUMBER: � PLANNERS V��aa TITLE: L1c. N . 12 DIHR BY: LANDSCAPE DETAILS C -24 ASSOCIATES HFW w 0A et - t0 - ! S ��' PO Box 4119 3040 Avemore Square Pt. SHEET NUMBER: Lynchburg, VA 24502 Charl.tw,v( „e. VA 22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 7ONAL Phone: 434,316.6080uassoPhone: `34 .984.2700 21501 1.04 501104C_LS3.dwg CIVIL H: AS SHOWN 7/15/15 24 of 24 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE 1�� V. N A PRESERVED TREES SCHEDULE LANDSCAPE SCHEDULE QTY CALCULATIONS Type Trunk Caliper Canopy Radius TOTAL AREA IN SF. Shade Trees AREA OF TOTAL CODE QTY BOTANICAL / COMMON NAMES Type MINIMUM MINIMUM ROOT SPACING/ TREE IN AREA IN Acer rubrum / Red Maple Shade 15 IN 15 FT CALIPER HEIGHT 1 As Shown Shade 15 IN 15 FT* 686.00 686.00 1 Acer rubrum / Red Maple Shade 15 IN 15 FT* SF. SF. 1 Acer rubrum / Red Maple Shade Trees 15 IN 15 FT* 515.00 515.00 1 UNIT TOTAL 14 IN 15 FT* Zelkova "Village Green" / "Village Green" 625. 1 Acer rubrum / Red Maple Shade 13 IN 15 FT* 630.00 ZV 15 Platanus occidentalis / Sycamore Shade 21/2"c 12' B &B A.S. 452 6,780 Shade 10 IN Zelkova 550.00 550.0 Ornamental (Flowering) Trees Total Trees Preserved Total Preserved Tree Canopy Area 7,065.5 CK 4 Comus kousa / Kousa Dogwood Shade 6' B &B A.S. 128 512 19 Total Trees Provided Total Tree Canopy Area Provided 7,292 Shrubs/ Groundcover UNIT TOTAL Virbumum dentatum "Chicago Luster'/ AV 4 V -1 1/2' B &B A.S. 31 124 Chicago Luster Arrowwood Virburum IH 1 Ilex glabra / Inkberry Holly 1 1 2 B &B A.S. 23 23 PL 57 Prunus laurocerasus "Luyken" / Luyken 2 1/2' B &B A.S. 10 570 Cherry Laurel WM 14 Myrica cerifera / Southern Wax Myrtle 1 1/2' 2 B &B A.S. 44 616 76 Total Shrubs/ Groundcover Provided Total Shrub Canopy Area Provided 1,333 Total Canopy Area Provided 8,625 NOTES: 1) A 2 INCH CALIPER MAPLE IS BEING PRESERVED ALONG THE STREET IN PHASE 1. THIS PRESERVED TREE IS NOT SHOWN IN THE PRESERVATION SCHEDULE SINCE IT DOES NOT MEET THE MINIMUM REQUIREMENT FOR PRESERVATION CREDIT. 2) FOR PRESERVED TREES WITH AN " *" NEXT TO THE CANOPY RADIUS THE RADIUS HAS BEEN REDUCED TO ALLOW FOR PRUNING THE CROWN TO REDUCE THE LEAF SURFACE IN PROPORTION TO THE AMOUNT OF ROOT LOSS DUE TO NEW CONSTRUCTION AS SPECIFIED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK EXCEPT FOR AREAS IMPACTED BY THE REPLACEMENT OF EXISTING SIDEWALK OF THE SAME WIDTH OR PROPOSED PLANTINGS. 3) FOR PRESERVED TREES IN AREAS WHERE THE GRADE WILL BE RAISED THE ALTERNATIVE METHOD OF TREE WELL WITH TILE DRAINS WILL BE IMPLEMENTED FOR THE PORTION OF THE DRIP LINE WITHIN FILLED AREAS AS SPECIFIED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 1. THE CONTRACTOR SHALL PROVIDE MATERIALS, LABOR AND EQUIPMENT TO COMPLETE LANDSCAPE WORK AS SHOWN ON THE PLANS AND PER THE PLANTS SECTION OF THE SPECIFICATIONS. 2. PLANT MATERIAL SHALL CONFORM TO THE SIZES GIVEN IN THE PLAN UST AND SHALL BE NURSERY GROWN IN ACCORDANCE WITH THE "AMERICAN STANDARD FOR NURSERY STOCK," LATEST EDITION. PLANT MATERIAL EXHIBITING A SPINDLY OR LOP-SIDED HABIT OR OTHER FEATURE THAT DETRACT FROM ITS HEALTH OR APPEARANCE WILL BE REJECTED. 3. PLANTING SHALL BE IN ACCORDANCE WITH STANDARD AMERICAN ASSOCIATION OF NURSERYMEN PROCEDURES AND SPECIFICATIONS. 4. CONTRACTOR SHALL CONTACT UTILITY COMPANY AND VERIFY THE CORRECT LOCATION OF UNDERGROUND UTILITIES WITHIN THE LANDSCAPED AREA PRIOR TO INSTALLATION OF PLANT MATERIAL IF CONDITIONS ARISE IN THE FIELD WHICH NECESSITATES SHIFTING OF THE PLANT MATERIAL, LANDSCAPE ARCHITECT IS TO BE CONSULTED PRIOR TO RELOCATION. 5. OBTAIN APPROVAL FROM OWNER BEFORE MAKING ANY SUBSTITUTIONS OR CHANGES. 6. PLANT BEDS AND TREE PITS SHALL HAVE A, GRANULAR PRE - EMERGENT WEED CONTROL APPLIED PER MANUFACTURER'S RECOMMENDATION PRIOR TO MULCHING. 7. PRECAUTIONS SHALL BE TAKEN TO AVOID DAMAGE TO EXISTING PLANTS, TURF AND STRUCTURES. DAMAGED AREAS SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS. TURF AREAS DISTURBED BY PLANTING OR GRADING OPERATIONS SHALL BE FINE GRADED AND SEEDED OR SODDED. DEBRIS AND WASTE MATERIAL RESULTING FROM PLANTING OPERATIONS SHALL BE REMOVED FROM PROJECT AND CLEANED UP. 8. PLANT FOR BEST APPEARANCE FOR REVIEW AND FINAL ORIENTATION BY LANDSCAPE ARCHITECT. 9. PLANT BEDS AND PLANTING AREAS TO BE MULCHED TO A DEPTH OF 3" UNLESS OTHERWISE NOTED ON DRAWING. 10.ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. LANDSCAPE TABULATIONS TOTAL TREE COVERAGE: TOTAL PROJECT AREA: 80,0191 SQFT PEIRCENT OF TREE COVER REQUIRED: X 20%, REQUIRED CANOPY COVER: 16,004 SQFT CANOPY PRESERVED TREE 0. SQFT` PRESERVED CANOPY BONUS: X 125 TOTAL, 8,831 SQFT` PROPOSED TREE CANOPY* + 8_625 SOFT • PARKING LOT LANDSCAPING: PROPOSED NEW PAVED AREA OF PROPOSED ACCESS AISLES AND PARKING LOT: 6,937 SQFT PARKING LOT LANDSCAPING REQUIRED: X 5% REQUIRED PARKING LOT LANDSCAPING: 347 SQFT PROPOSED PARKING LOT LANDSCAPING: 904 SQFT PARKING LOT SHADE TREES: SHADE TREES REQUIRED: 1 TREE PER 10 PARKING SPACES PROVIDED SPACES: 17 PARKING SPACES / 10 = 1.7 PROPOSED PARKING LOT SHADE TREES: 2 STREET TREES: STREET TREES REQUIRED: 1 LARGE TREE FOR EACH 50 FEET OF FRONTAGE 986 FEET / 50 FEET = 19.7 STREET TREES PROVIDED; = 20 ROUTBALL WIDTH 3 EVERGREEN TREE PLANTING MULTI -STEM TREE PLANTING SCALE: NOT TO SCALE SCALE: NOT TO SCALE 1 ADDRESSED COUNTY ARB COMMENTS RU 8 -26-15 _ DESIGNED BY: PROJECT: WESTMINSTER- CANTERBURY SET REV. No. T F' H O .� ENGINEERS DRAWN BY: FINAL SITE PLAN AMENDMENT 1 SURVEYORS PCs ALBEMARLE COUNTY, VA DRAWING NUMBER: � PLANNERS V��aa TITLE: L1c. N . 12 DIHR BY: LANDSCAPE DETAILS C -24 ASSOCIATES HFW w 0A et - t0 - ! S ��' PO Box 4119 3040 Avemore Square Pt. SHEET NUMBER: Lynchburg, VA 24502 Charl.tw,v( „e. VA 22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 7ONAL Phone: 434,316.6080uassoPhone: `34 .984.2700 21501 1.04 501104C_LS3.dwg CIVIL H: AS SHOWN 7/15/15 24 of 24 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE 1�� V. N A PRESERVED TREES SCHEDULE QTY BOTANICAL / COMMON NAMES Type Trunk Caliper Canopy Radius TOTAL AREA IN SF. Shade Trees TOTAL 2 Acer rubrum / Red Maple Shade 18 IN 18 FT 11017.36 2,034.72 1 Acer rubrum / Red Maple Shade 15 IN 15 FT 706.85 706.85 1 Acer rubrum / Red Maple Shade 15 IN 15 FT* 686.00 686.00 1 Acer rubrum / Red Maple Shade 15 IN 15 FT* 672.00 672.00 1 Acer rubrum / Red Maple Shade 15 IN 15 FT* 515.00 515.00 1 Acer rubrum / Red Maple Shade 14 IN 15 FT* 625.00 625. 1 Acer rubrum / Red Maple Shade 13 IN 15 FT* 630.00 630.00 1 Platanus occidentalis / Sycamore Shade 10 IN 15 FT* 646.00 646.00 1 Platanus occidentalis / Sycamore Shade 10 IN 15 FT* 550.00 550.0 10 Total Trees Preserved Total Preserved Tree Canopy Area 7,065.5 NOTES: 1) A 2 INCH CALIPER MAPLE IS BEING PRESERVED ALONG THE STREET IN PHASE 1. THIS PRESERVED TREE IS NOT SHOWN IN THE PRESERVATION SCHEDULE SINCE IT DOES NOT MEET THE MINIMUM REQUIREMENT FOR PRESERVATION CREDIT. 2) FOR PRESERVED TREES WITH AN " *" NEXT TO THE CANOPY RADIUS THE RADIUS HAS BEEN REDUCED TO ALLOW FOR PRUNING THE CROWN TO REDUCE THE LEAF SURFACE IN PROPORTION TO THE AMOUNT OF ROOT LOSS DUE TO NEW CONSTRUCTION AS SPECIFIED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK EXCEPT FOR AREAS IMPACTED BY THE REPLACEMENT OF EXISTING SIDEWALK OF THE SAME WIDTH OR PROPOSED PLANTINGS. 3) FOR PRESERVED TREES IN AREAS WHERE THE GRADE WILL BE RAISED THE ALTERNATIVE METHOD OF TREE WELL WITH TILE DRAINS WILL BE IMPLEMENTED FOR THE PORTION OF THE DRIP LINE WITHIN FILLED AREAS AS SPECIFIED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 1. THE CONTRACTOR SHALL PROVIDE MATERIALS, LABOR AND EQUIPMENT TO COMPLETE LANDSCAPE WORK AS SHOWN ON THE PLANS AND PER THE PLANTS SECTION OF THE SPECIFICATIONS. 2. PLANT MATERIAL SHALL CONFORM TO THE SIZES GIVEN IN THE PLAN UST AND SHALL BE NURSERY GROWN IN ACCORDANCE WITH THE "AMERICAN STANDARD FOR NURSERY STOCK," LATEST EDITION. PLANT MATERIAL EXHIBITING A SPINDLY OR LOP-SIDED HABIT OR OTHER FEATURE THAT DETRACT FROM ITS HEALTH OR APPEARANCE WILL BE REJECTED. 3. PLANTING SHALL BE IN ACCORDANCE WITH STANDARD AMERICAN ASSOCIATION OF NURSERYMEN PROCEDURES AND SPECIFICATIONS. 4. CONTRACTOR SHALL CONTACT UTILITY COMPANY AND VERIFY THE CORRECT LOCATION OF UNDERGROUND UTILITIES WITHIN THE LANDSCAPED AREA PRIOR TO INSTALLATION OF PLANT MATERIAL IF CONDITIONS ARISE IN THE FIELD WHICH NECESSITATES SHIFTING OF THE PLANT MATERIAL, LANDSCAPE ARCHITECT IS TO BE CONSULTED PRIOR TO RELOCATION. 5. OBTAIN APPROVAL FROM OWNER BEFORE MAKING ANY SUBSTITUTIONS OR CHANGES. 6. PLANT BEDS AND TREE PITS SHALL HAVE A, GRANULAR PRE - EMERGENT WEED CONTROL APPLIED PER MANUFACTURER'S RECOMMENDATION PRIOR TO MULCHING. 7. PRECAUTIONS SHALL BE TAKEN TO AVOID DAMAGE TO EXISTING PLANTS, TURF AND STRUCTURES. DAMAGED AREAS SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS. TURF AREAS DISTURBED BY PLANTING OR GRADING OPERATIONS SHALL BE FINE GRADED AND SEEDED OR SODDED. DEBRIS AND WASTE MATERIAL RESULTING FROM PLANTING OPERATIONS SHALL BE REMOVED FROM PROJECT AND CLEANED UP. 8. PLANT FOR BEST APPEARANCE FOR REVIEW AND FINAL ORIENTATION BY LANDSCAPE ARCHITECT. 9. PLANT BEDS AND PLANTING AREAS TO BE MULCHED TO A DEPTH OF 3" UNLESS OTHERWISE NOTED ON DRAWING. 10.ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. LANDSCAPE TABULATIONS TOTAL TREE COVERAGE: TOTAL PROJECT AREA: 80,0191 SQFT PEIRCENT OF TREE COVER REQUIRED: X 20%, REQUIRED CANOPY COVER: 16,004 SQFT CANOPY PRESERVED TREE 0. SQFT` PRESERVED CANOPY BONUS: X 125 TOTAL, 8,831 SQFT` PROPOSED TREE CANOPY* + 8_625 SOFT • PARKING LOT LANDSCAPING: PROPOSED NEW PAVED AREA OF PROPOSED ACCESS AISLES AND PARKING LOT: 6,937 SQFT PARKING LOT LANDSCAPING REQUIRED: X 5% REQUIRED PARKING LOT LANDSCAPING: 347 SQFT PROPOSED PARKING LOT LANDSCAPING: 904 SQFT PARKING LOT SHADE TREES: SHADE TREES REQUIRED: 1 TREE PER 10 PARKING SPACES PROVIDED SPACES: 17 PARKING SPACES / 10 = 1.7 PROPOSED PARKING LOT SHADE TREES: 2 STREET TREES: STREET TREES REQUIRED: 1 LARGE TREE FOR EACH 50 FEET OF FRONTAGE 986 FEET / 50 FEET = 19.7 STREET TREES PROVIDED; = 20 ROUTBALL WIDTH 3 EVERGREEN TREE PLANTING MULTI -STEM TREE PLANTING SCALE: NOT TO SCALE SCALE: NOT TO SCALE 1 ADDRESSED COUNTY ARB COMMENTS RU 8 -26-15 _ DESIGNED BY: PROJECT: WESTMINSTER- CANTERBURY SET REV. No. T F' H O .� ENGINEERS DRAWN BY: FINAL SITE PLAN AMENDMENT 1 SURVEYORS PCs ALBEMARLE COUNTY, VA DRAWING NUMBER: � PLANNERS V��aa TITLE: L1c. N . 12 DIHR BY: LANDSCAPE DETAILS C -24 ASSOCIATES HFW w 0A et - t0 - ! S ��' PO Box 4119 3040 Avemore Square Pt. SHEET NUMBER: Lynchburg, VA 24502 Charl.tw,v( „e. VA 22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 7ONAL Phone: 434,316.6080uassoPhone: `34 .984.2700 21501 1.04 501104C_LS3.dwg CIVIL H: AS SHOWN 7/15/15 24 of 24 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE 1�� V. N A