Loading...
HomeMy WebLinkAboutSDP201800042 Plan - Approved Minor Amendment 2018-10-29=; WESTMINST__ER�CANTERBURY OF THE B U RIDG MINOR AM NDM NT PANTOPS MOUNTAIN ROAD ENTRANCE IMPROVEMENTS AMENDMENT TO SDP -2017-000 15 I SHEET NO. DRAWING NO. TITLE_ ALBEMARLE COUNTY, VIRGINIA 1 OF 23 C-1 COVER SHEET 2 OF 23 C-2 GENERAL NOTES, ABBREVIATIONS AND LEGEND 3 OF 23 C-3 EARTHWORK SPECIFICATIONS 4 OF 23 C-4 OVERALL SITE MAP AND EXISTING INTERSECTION LAYOUT 5 OF 23 C-5 EXISTING SITE CONDITIONS, SOILS SURVEY, AND STEEP SLOPES 6 OF 23 C-6 DEMOLITION PLAN 7 OF 23 C-7 SITE LAYOUT PLAN, PAVEMENT MARKING AND SIGNAGE PLAN 8 OF 23 C-8 GRADING AND DRAINAGE PLAN 9 OF 23 C-9 PANTOPS MOUNTAIN ROAD PHASE 2 ENTRANCE SIGHT DISTANCE PLAN AND PROFILE 10 OF 23 C-10 TRAFFIC CONTROL NOTES AND DETAILS 11 OF 23 C-11 ROAD AND STORM DRAINAGE DETAILS 12 ia OF eF 23 i3 C-12 e -i3 STOIRM DRAIN PROFILES AND CALCULATIONS S-Tre-IRMWNFER MANAGEMENT DRAINAGE AREA MAP, NARRATIYE AND eALeubk:FieNs 18 OF 23 L -KEY LANDSCAPING - SITE PLAN 19 OF 23 L1.0 LANDSCAPING e._ SITE PLAN: MAIN GATE 20 OF 23 L1.10 LANDSCAPING - SITE PLAN: GATE HOUSE 21 OF 23 L5.0 LANDSCAPING - SITE DETAILS 22 OF 23 L5.10 LANDSCAPING - SITE DETAILS 23 OF 23 L6.0 LANDSCAPING - LIGHTING 1 ADDRESS COUNTY COMMENTS TEAM 08/17/18 2 ADDRESS COUNTY COMMENTS TEAM 09/20/18 Kol SHEET REVISION BY I DATE I NO. SHEET REVISION DARDEN TOWE PARK r— WW ASSOCIATES r—AVEMORE PANTOPS SHOPPING' CENTER WESTMINSTER -CANTERBURY OF THE BLUE RIDGE RIVER PANTOPS VIEW MOUNTAIN ROAD PARK SITE 64' �►,. �gISO�Bt RG Ri�KMOND -ti %"'S yWICK MARTHA ~'�"� KESWjc� JEFFERHOS ISDN 6"lummRIVANNA RIVER mmN TAL VICINITY MAP SCALE: SCALE: 1 "=2000' AT.RF.MART .F, COTTNTV DFPARTMF.NT APPROVAL: APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING/ZONING DMJ ENGINEER Ll ° ; INSPECTIONS ARB P DEPARTMENT OF FIRE & RESCUE ONSURVEYORS ALBERMARLE COUNTY SERVICE AUTHORITY PLANNERS VIRGINIA DEPARTMENT OF TRANSPORTATION DINR BY: HEALTH DEPARTMENT ASSOCIATES BY I DATE RICHMOND ROAD (U.S. 250) FUNCTIONAL CLASIFICATION: OTHER PRINCIPAL ARTERIAL POSTED SPEED 45 MPH 2017 MDT: 40,000 VPD ;I 0 Eic. N6 12121 5 7` n &YONAL 07'T T' Tl ATA la 61 • WESTMINSTER -CANTERBURY OF THE BLUE RIDGE 250 PANTOPS MOUNTAIN ROAD CHARLOTTESVILLE, VIRGINIA 22911 ENGINEER: WW ASSOCIATES, INC 3040 AVEMORE SQUARE PLACE CHARLOTTESVILLE, VA 22911 (434) 984-2700 ATTN: HERBERT F. WHITE 111, 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 AND 78-055A7. SOURCE OF BOUNDARY SURVEY: TIMMONS GROUP DATED: JUNE 8, 2016 SOURCE OF TOPOGRAPHY: VIRGINIA RESOURCE MAPPING AERIAL SURVEY PERFORMED DURING THE MONTH OF MARCH 2016 WITH ADDITIONAL FIELD VERIFICATION BY WW ASSOCIATES COUNTY, STAITE: ALBEMARLE COUNTY, VA MAGISTERIAL !DISTRICT: RIVANNA WATER PROTECTION AREA: N/A (NON -WATER SUPPLY WATERSHED) TAX MAP/PARCEL: 78-055A6 AND 78-055A7 ZONING: PRD (PLANNED RESIDENTIAL DEVELOPMENT) ZMA RELATED TO PROFFERS ZMA-1987-00009, ZMA-1997-00003 AND ZMA-1999-00009 OVERLAY DIS1fRICT: ENTRANCE CORRIDOR NOTES: 1. THE PURPOSE OF THIS PROJECT IS TO CONSTRUCT ROAD AND SIGNAGE IMPROVEMENTS TO THE PANTOPS MOUNTAIN ROAD ENITRANCE TO WESMINSTER-CANTERBURY OF THE BLUE RIDGE. 2. TOPOGRAPHY AND SITE FEATURES REPRESENTED ARE FROM THE AERIAL SURVEY NOTED. 3. SITE UTILITIES HAVE BEEN DERIVED FROM EXISTING PLANS, AERIAL AND PHYSICAL SURVEY. 4. PANTOPS MOUNTAIN ROAD 11" A PRIVATE STREET AND MAY NOT MEET THE STANDARDS FOR ACCEPTANCE INTO THE SECONDARY SYSTEM OF STATE HIGHWAYS AND WILL NOT BE MAINTAINED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION OR THE COUNTY OF ALBEMARLE. 5. MAINTAIN ACCESS FROM U.S ROUTE 250 TO EXISTING DEVELOPMENT AT ALL TIMES. WHEN CROSSING ROADWAY IS REQUIRED, INSTALL PROTECTIVE CONSTRUCTION MATTING AND WARNING SIGNS. PROVIDE FLAG MEN AND ANY OTHER TRAFFIC CONTROLS, INCLUDING TEMPORARY LANES AS REQUIRED TO MAINTAIN ACCESS. 6. STREET SIGNS AND PAVEMENT MARKINGS SHALL BE INSTALLED AS SHOWN ON THE PAVEMENT MARKING AND SIGNAGE PLAN (DRAWING C-7). 7. TRAFFIC SIGNAL CONTROLS AND RELATED APPURTENANCES SHALL BE RELOCATED UNDER THE SUPERVISION OF VDOT AND COORDINATED WITH THE SITE CONTRACTOR. 8. FIBER OPTIC JUNCTION BOX AND RELATED APPURTENANCES SHALL BE ADJUSTED OR RELOCATED UNDER THE SUPERVISION OF CENTURY LINK AND COORDINATED WITH THE SITE CONTRACTOR. 9. THE CONTRACTOR SHALL IDENTIFY ALL UTILITIES WITHIN THE WORK AREA. UTILITIES MUST BE LOCATED BY NON-DESTRUCTIVE POTHOLING EVERY 50 FEET WITHIN THE PROJECT AREA AS APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES FROM THE PLANS. 10. THE USE: OF THIS PROPERTY IS NOT CHANGING WITH THIS PLAN SUBMISSION, THEREFORE PARKING HAS NOT BEEN ADJUSTED. 11. THERE AIRE NO WETLANDS OR STREAM BUFFERS WITHIN THE LIMITS OF DISTURBANCE. 12. STEP SLOPES SHOWN ON THIS PLAN ARE MANAGED SLOPES AS IDENTIFIED ON THE ALBEMARLE COUNTY CRITICAL RESOURCE MAP. 13. THE U.S.. ROUTE 250/PANTOPS MOUNTAIN ROAD EXISTING SIGNALIZED INTERSECTION IS CONTROLLED BY "NSYNC" CAMERA/COMPUTER SYSTEM. THIS SYSTEM WILL BE ADJUSTED AS BASED ON THE NEW STOP BAR LOCATION BY THE CONTRACTOR AND COORDINATED WITH VDOT. PROJECT: WESTMINSTER—CANTERBURY OF THE BLUE RIDGE - MINOR AMENDMENT PANTOPS MOUNTAIN ROAD ENTRANCE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA TITLE: COVER SHEET FILE NAME: DISCIPLINE: SCALE: DATE: 501111C_CS-1.dwg CIVIL H: AS SHOWN 06104118 V. N/A SET REV. NO. 2 DRAWING NUMBER: C-1 SHEET NUMBER: 1 of 23 DESIGNED BY. Am DMJ ENGINEERS DRAWN BY: ONSURVEYORS DSB PLANNERS DINR BY: ASSOCIATES HFW PO Box 4119 3040 Avenme Square Pl. Lynchburg, VA 24502 ClwlollcvY„c, VA 22911 WWA NUMBER: Phoue: 434.316.6080 Phone: 434.9342700 vr,vsti:.vwassocia. s.t:et 50 11.11 PROJECT: WESTMINSTER—CANTERBURY OF THE BLUE RIDGE - MINOR AMENDMENT PANTOPS MOUNTAIN ROAD ENTRANCE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA TITLE: COVER SHEET FILE NAME: DISCIPLINE: SCALE: DATE: 501111C_CS-1.dwg CIVIL H: AS SHOWN 06104118 V. N/A SET REV. NO. 2 DRAWING NUMBER: C-1 SHEET NUMBER: 1 of 23 ALBEMARLE COUNTY GENERAL NOTES: GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND VIRGINIA SUPPLEMENT. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). GENERAL CONSTRUCTION NOTES FOR STREETS 1, ALL MATERIALS AND CONSTRUCTION MUST BE TESTED AND DOCUMENTED ACCORDING TO THE CURRENT EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS AND THE CURRENT EDITION OF THE VDOT ROAD AND BRIDGE STANDARDS. 2. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY VDOT. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 3. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD DETERMINED AT THE TIME OF CONSTRUCTION, ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF VDOT (FOR PUBLIC ROADS) OR THE COUNTY ENGINEER (FOR PRIVATE ROADS), OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 4. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9 (A, B, OR C). 5. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 6. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTfLY ADHERED TO. 7. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 8. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND VIRGINIA SUPPLEMENT AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 9. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 10. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 11. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS ARE TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 12. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND CONTROL SEDIMENT REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS FOR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11, ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, ANDI OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13, ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOA.M. TO 9:00 P.M. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE, 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING, SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST OF 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH, AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 18OLBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/1000SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B.) WW ASSOCIATES GENERAL NOTES: GENERAL UTILITY NOTES 1. EXISTING UNDERGROUND UTILITIES ARE BASED ON MARKS PROVIDED BY MISS UTILITY OF VIRGINIA. CONTACT MISS UTILITY (TELEPHONE NO. 811) 48 HOURS PRIOR TO PERFORMING ANY EXCAVATION TO HAVE UTILITIES MARKED. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION, 2. ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN TAKEN FROM AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO PERFORM TEST PITS BY NON-DESTRUCTIVE POTHOLING (SEE NOTE 9 ON DWG. C-1) IN ADVANCE OF TRENCHING IN ORDER TO DETERMINE THE EXACT LOCATION AND ELEVATION AT CROSSINGS. IF A CONFLICT IS, DISCOVERED, NOTIFY WW ASSOCIATES AT (434) 984-2700. PRIOR TO BEGINNING INSTALLATION OF UTILITIES, CONTRACTOR SHALL VERIFY INVERTS AT ALL CONNECTIONS WITH EXISTING UTILITIES PRIOR TO PURCHASING OR ORDERING ANY PRECAST STRUCTURES. 3. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE MARSHAL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE TO BE INSTALLED ACCORDING TO COUNTY STANDARDS. 4.. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS. 5. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECIFICATIONS SECTION 302 AND SECTION 252 AND AS SPECIFIED ON THE DRAWINGS. 6. THE CONTRACTOR IS REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE COUNTY, ALBEMARLE COUNTY SERVICE AUTHORITY, AND RIVANNA WATER AND SEWER AUTHORITY TO SECURE ACCEPTANCE OF ALL UTILITIES. 7. ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI CONCRETE IN ACCORDANCE WITH VDOT SPECIFICATION SECTION 217. 8. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WITHIN FOUR FEET OF ANY FIRE HYDRANT. 9. ALL HYDRANT BRANCHES SHALL HAVE A MINIMUM COVER OF 3.0'. 10. ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY STREETS MUST BE BORED OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR NOTED ON THE PLANS. 11. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER EXISTING PIPING OR CLOSE TO OTHER FACILITIES. 12. WATER AND SEWER UTILITY CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH ALBEMARLE COUNTY SERVICE AUTHORITY AND RIVANNA WATER AND SEWER AUTHORITY WATER AND SEWER CONSTRUCTION SPECIFICATIONS. 13. A 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED UNLESS OTHERWISE SPECIFIED BETWEEN ALL WATER LINES AND SANITARY SEWER LINES IN ACCORDANCE WITH STATE HEALTH DEPT. STANDARDS. COORDINATION NOTES 1. THE CONTRACTOR SHALL OBTAIN THE FOLLOWING PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS: ALBEMARLE COUNTY LAND DISTURBANCE PERMITS, VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) GENERAL PERMIT, AND ALBEMARLE COUNTY BUSINESS LICENSE. CONTRACTOR SHALL OBTAIN VDOT LAND -USE PERMITS FOR THE PROJECT. CONTRACTOR SHALL PROVIDE ALL NECESSARY FORMS AND FEES FOR OBTAINING THE PERMITS, INCLUDING APPLICATION FEES AND REQUIRED BONDING COSTS. 2. ANY TIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC. ARE RECORDED/OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. 4. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISTING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED, INCLUDING UTILITY POLES. 5. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY CODE. 6. VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) GENERAL PERMIT: PREPARE STORMWATER POLLUTION PREVENTION PLAN, SECURE VSMP PHASE I LAND CLEARING GENERAL PERMIT AND PAY PERMIT APPLICATION FEE TO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ). CONTACT DEQ - RICHMOND FOR ADDITIONAL INFORMATION. TELEPHONE NUMBER: (804) 698-4000. 1 ADDRESS COUNTY COMMENTS TEAM SYMBOL LEGEND EX. MISCELLANEOUS NOTES "" WAGINEER SURVEYORS PLAh1N''ERS PO Box 4119 3040 Avemore Square Pt. Lynchburg, VA 24502 Charlottcsvilte,VA 22911 Phone: 434316.6050 Phone: 434.984 X00 e t: t,ef NEW PROJECT: WESTMINSTER-CANTERBURYSET OF THE BLUE RIDGE - MINOR AMENDMENT PANTOPS MOUNTAIN ROAD ENTRANCE IMPROVEMENTS ALBEMARLE COUNTY VIRGINIA REV. NO. 2 BENCHMARK/FFE 1. THE PROPERTY DESCRIBED HEREON LIES WITHIN FLOOD ZONE "X", AREAS v - - OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN, AS DETERMINED BY c BOLLARD Ga THE UNITED STATES FEDERAL EMERGENCY MANAGEMENT AGENCY, AND AS --R/W- - --R/W- ADJACENT RIGHT-OF-WAY - - SHOWN ON THE FLOOD INSURANCE RATE MAP (FIRM), 51003CO295D, ® BOREHOLE - - - - - - WITH AN EFFECTIVE DATE OF FEBRUARY 4, 2005. BUILDING COLUMN 2. THIS PROPERTY IS SERVED BY PUBLIC WATER AND SEWER THROUGH THE - - BOUNDARY PROPERTY LINE TITLE: GENERAL NOTES, ABBREVIATIONS AND LEGEND7 ALBEMARLE COUNTY SERVICE AUTHORITY, Fc]- BUSH 3. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO ® CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO I cl CABLE BOX HIS OWN SATISFACTION. BUSH LINE 4. HORIZONTAL DATUM: NAD -83 SHEET NUMBER: � � " CEMETERY OHCT OI -ICT VERTICAL DATUM: NAVD 88 SCALE: H: N/A V. N/A CONIFEROUS TREE 0. DECIDUOUS TREE GENERAL NOTES �_i DRAINAGE INLET GRATE 1. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A BY DATE Qf MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, O DRILL HOLE PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. T ELECTRIC PANEL BOX 2. ALL STREETS OUTSIDE PUBLIC RIGHTS-OF-WAY ARE TO BE PRIVATELY m OWNED AND MAINTAINED. ❑E ELECTRIC PEDESTAL 3. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER GAS, 8 ELECTRIC, TELEPHONE, CABLE, ETC, ARE IN PLACE PRIOR TO CONSTRUCTION [E ELECTRIC TRANSFORMER OF SUBBASE AND/OR PAVING. EASEMENT SANITARY SEWER 4. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE b ELECTRIC MAN HOLE AND GAS WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A MINIMUM FIRE HYDRANT © 5 FOOT SEPARATION FROM PUBLIC WATER MAINS AND SANITARY SEWER. tiYo EASEMENT STORMWATER MANAGEMENT 5. CONTRACTOR SHALL BE INFORMED AND SHALL COMPLY WITH THE VIRGINIA GM FLAG POLE OVERHEAD HIGH VOLTAGE LINE SAFETY ACT. ANY COSTS TO COVER LINES OR DISCONNECT SERVICE TO NEARBY POWER LINES SHALL BE AT THE ® GAS MAN HOLE 6. CONTRACTOR'S EXPENSE. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED GM GAS METER x IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. X GAS VALVE 7. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE © GENERATOR PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON -0-0-0-0 PLANS.GROUND ' LIGHT 8. ALL CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY STANDARD FOR ® EXCAVATION 1926 PART P AND OTHER APPLICABLE OSHA REQUIREMENTS. GUY POLE 9. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS G G GAS UNDER GROUND PLAN SHALL BE IN ACCORDANCE WITH THE CURRENT APPROVED ALBEMARLE t HANDICAPPED PARKING TOB TOB COUNTY SERVICE AUTHORITY'S GENERAL WATER AND SEWER CONSTRUCTION HEAT PUMP SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE STANDARDS AND OHE OHE ELECTRIC OVERHEAD SPECIFICATIONS OF VDOT. 0 IRON PIN 10. SAFETY SLABS ARE REQUIRED IN ALL STRUCTURES GREATER THAN 12' IN HEIGHT. 0 LIGHT POLE 11. SURFACE DRAINAGE: COMPLETELY DRAIN CONSTRUCTION SITE DURING PERIODS OF CONSTRUCTION TO KEEP SOIL MATERIALS SUFFICIENTLY DRY. MAILBOX PROVIDE TEMPORARY DITCHES, SWALES, AND OTHER DRAINAGE FEATURES MONITORING WELL AND EQUIPMENT AS REQUIRED TO MAINTAIN DRY SOILS. WHEN UNSUITABLE WORKING PLATFORMS FOR EQUIPMENT OPERATION AND UNSUITABLE SOIL 0 MONUMENT FOUND e SUPPORT FOR SUBSEQUENT CONSTRUCTION FEATURES DEVELOP, REMOVE ROAD CENTERLINE UNSUITABLE MATERIAL AND PROVIDE NEW SOIL MATERIAL AS SPECIFIED IN El MONUMENT SET EM EM THIS SECTION AT NO ADDITIONAL COST TO THE OWNER. FM FM 12. SUBSURFACE DRAINAGE: CONSIDER SITE SURFACE AND SUBSURFACE 8 PANEL POINT CONDITIONS, AVAILABLE SOIL, AND HYDROLOGICAL DATA. REMOVE WATER BY BENCHING, SUMP PUMPING, DEEP WELL PUMPING, OR OTHER METHODS TO POWER METER PREVENT SOFTENING OF SURFACES EXPOSED BY EXCAVATION. USE FILTERS 500 POWER POLE ON DEWATERING DEVICES TO PREVENT REMOVAL OF FINES FROM SOIL. e - -- 502 PROVIDE EROSION CONTROL AT OUTLET OF PIPING TO PREVENT EROSION. ROAD SIGN --o-- OPERATE DEWATERING SYSTEM CONTINUOUSLY UNTIL CONSTRUCTION WORK TREELINE BELOW EXISTING WATER LEVELS IS COMPLETE. SANITARY CLEAN OUT 13. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTICN TO ANY EXISTING ROAD, A PERMIT SHALL BE O SANITARY SEWER MAN HOLE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). Q w W W THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS sP SIAMESE CONNECTION 0 OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF - - - - WETLAND LIMITS THE PERMIT SHALL GOVERN. m SIGN 14. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS C) SPRINKLER HEAD SHALL CONFORM TO CURRENT ROAD AND BRIDGE SPECIFICATIONS AND ABBREVIATIONS STANDARDS OF VDOT UNLESS OTHERWISE NOTED. O STORM DRAIN MAN HOLE 15. ALL PIPES SHOWN AS HDPE ON PLANS SHALL CONFORM TO AASHTO M294 (TYPE S) SMOOTH WALL INTERIOR PIPE, MATERIAL AND INSTALLATION SHALL TRAFFIC LIGHT POLE BE IN ACCORDANCE WITH VDOT ROAD AND BRIDGE STANDARDS AND ROAD ® MAN HOLE ABOVE FINISHED FLOOR AND BRIDGE SPECIFICATIONS. O TELEPHONE 16. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN [T] TELEPHONE PEDESTAL RT ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE .P 61 ARV AIR RELEASE VALVE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. R/W TELEPHONE POLE 17. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND BACK OF CURB HB HORIZONTAL BEND SAN MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). 20 TELEPHONE JUNCTION BOX BLIND FLANGE WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TP SOUTH BOUND LANE TO BE ACHIEVED. 6R TEST PIT 18. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE CURRENT EDITION ® TRAFFIC CONTROL BOX BENCH MARK OF THE "MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES" AND THE SDMH STORM DRAIN MANHOLE VIRGINIA SUPPLEMENT. Fj I TRAFFIC JUNCTION BOX 19. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH A BOV BLOW OFF VALVE OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). S.S. TRAVERSE 20. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL CABLE TELEVISION IPF IRON PIPE FOUND SSMH VERIFY ALL DIMENSIONS AND CONDITIONS AFFECTING HIS WORK INCLUDING IQ UTILITY MARKER POST CURB &GUTTER EXISTING TOPOGRAPHY. IF THERE ARE ANY DISCREPANCIES WITH WHAT IS CTD-) UTILITY POLE SHOWN ON THE CONSTRUCTION DRAWINGS OR TOPOGRAPHIC SURVEY PLAN, CAST IRON PIPE IRS IRON PIN SET STD THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER IN ORDER TO 0 VENT PIPE CENTER LINE DETERMINE THE COURSE OF ACTION NECESSARY TO CORRECT FOR SUCH STL STEEL DISCREPANCY. FAILING TO NOTIFY THE OWNER AND SECURING SUCH O WATER MAN HOLE SW INSTRUCTION, THE CONTRACTOR WILL BE CONSIDERED TO HAVE PROCEEDED O CMP CORRUGATED METAL PIPE AT THEIR OWN RISK AND EXPENSE. TBA WATER METER 21, THE INSTALLATION OF HANDICAPPED PARKING SPACES, ACCESSIBLE ROUTES wv LP LAMP POST LEFT TBR AND HANDICAPPED RAMPS SHALL COMPLY WITH THE "2010 ADA STANDARDS WATER VALVE CONCRETE FOR ACCESSIBLE DESIGN" ISSUED BY THE DEPARTMENT OF JUSTICE ON O WELL SEPT. 15, 2010, OR THE LATEST EDITION. HANDICAPPED PARKING AND BOUNDARY LINE CORNER MF MONUMENT FOUND TS&V ACCESSIBLE ROUTES SHALL NOT EXCEED 2% CROSS SLOPE. HANDICAPPED YARD GRATE CORRUGATED PLASTIC PIPE RAMPS SHALL BE INSTALLED AS SHOWN ON THESE PLANS AND AS TYP TYPICAL wv Da REQUIRED TO MEET THE LATEST ADA STANDARDS AT NO ADDITIONAL COST CUBIC YARDS NBL NORTH BOUND LANE UG TO THE OWNER. D.I. 22. CONTRACTOR SHALL ADJUST THE ELEVATION OF TOPS, PADS AND OTHER UGT UNDERGROUND TELEPHONE �W UTILITY RELATED APPURTENANCES TO MATCH THE FINISHED GRADE DIAMETER NS NAIL SET UGU ELEVATION FOR ALL UTILITIES WITHIN THE LIMITS OF CONSTRUCTION. DIP 1 ADDRESS COUNTY COMMENTS TEAM LINETYPE LEGEND NEW EXISTING "" WAGINEER SURVEYORS PLAh1N''ERS PO Box 4119 3040 Avemore Square Pt. Lynchburg, VA 24502 Charlottcsvilte,VA 22911 Phone: 434316.6050 Phone: 434.984 X00 e t: t,ef NEW PROJECT: WESTMINSTER-CANTERBURYSET OF THE BLUE RIDGE - MINOR AMENDMENT PANTOPS MOUNTAIN ROAD ENTRANCE IMPROVEMENTS ALBEMARLE COUNTY VIRGINIA REV. NO. 2 BUILDING OVERHEAD TEAM 09/20/18 v - - ADJACENT PROPERTY LINE - - Ga - --R/W- - --R/W- ADJACENT RIGHT-OF-WAY - - - -R/W- - - R/W- DRAWN BY: Dse DRAWING NUMBER. �� - - - - - - BUILDING COLUMN - - - - - - - - BOUNDARY PROPERTY LINE TITLE: GENERAL NOTES, ABBREVIATIONS AND LEGEND7 - - Fc]- - - --R/W- - - -R/W- BOUNDARY RIGHT-OF-WAY - - - ---R/W- - ®-R/W-® ® BUILDING SETBACK - - - - - - - - - BUSH LINE SHEET NUMBER: � � " WWA NUMBER: 2150 9 1.11 OHCT OI -ICT CATV OVERHEAD SCALE: H: N/A V. N/A DATE: � 18 061041 UGCT UGC -F-- CAN UNDER GROUND OHT OHT TELEPHONE OVERHEAD BY DATE Qf SHEET REVISION UGT UGT TELEPHONE UNDER GROUND ® > > - > DITCH CENTER LINE m - - EASEMENT CONSTRUCTION AND GRADING - 8 EASEMENT SLOPE EASEMENT SANITARY SEWER • --- • --- - b EASEMENT STORM © -- EASEMENT STORMWATER MANAGEMENT ---- --- --- --- -•-- GM EASEMENT UTILITIES EASEMENT WATER © x FENCE BARBED WIRE® a . . . . GUARD RAIL -�-0-0-0-0- FENCE CHAIN LINK -0-0-0-0 FENCE WOOD ® FENCE WOVEN WIRE Q G G GAS UNDER GROUND t TOB TOB TOP OF BANK TOB TOB OHE OHE ELECTRIC OVERHEAD - UGE UGE ELECTRIC UNDER GROUND RAILROAD CENTERLINE STREAM CENTERLINE PAVEMENT ASPHALT e - ROAD CENTERLINE - EM EM SANITARY FORCEMAIN FM FM -�� SAN SAN SANITARY SEWER SAN STORM SEWER 500 TOPO MAJOR CONTOUR 50 e - -- 502 TOPO MINOR CONTOUR -502 --o-- TREELINE OHU - OHU UTILITY OVERHEAD - UGU UGU UTILITY UNDER GROUND Q w W W WATERLINE W W W 0 - - - - WETLAND LIMITS m ABBREVIATIONS $ ® AFF ABOVE FINISHED FLOOR FOC FACE OF CURB REQ'D REQUIRED AHD AHEAD GALV GALVANIZED RT RIGHT .P 61 ARV AIR RELEASE VALVE GV GATE VALVE R/W RIGHT OF WAY BC BACK OF CURB HB HORIZONTAL BEND SAN SANITARY SEWER 20 BF BLIND FLANGE HC HANDICAP SBL SOUTH BOUND LANE BFF BASEMENT FINISHED FLOOR HDPE HIGH DENSITY POLYETHELENE SD STORM DRAIN BM BENCH MARK HK HOOK SDMH STORM DRAIN MANHOLE BKBACK ID INNER DIAMETER SQ SQUARE A BOV BLOW OFF VALVE INV INVERT S.S. STAINLESS STEEL CAN CABLE TELEVISION IPF IRON PIPE FOUND SSMH SANITARY SEWER MANHOLE CG CURB &GUTTER IRF IRON PIN FOUND STA STATION CIP CAST IRON PIPE IRS IRON PIN SET STD STANDARD CENTER LINE JB JUNCTION BOX STL STEEL C.L. CHAIN LINK LAT LATERAL SW SIDEWALK O CMP CORRUGATED METAL PIPE LF LINEAR FEET TBA TO BE ABANDONED CO CLEAN OUT LP LAMP POST LEFT TBR TO BE REMOVED CONC CONCRETE LT TC TOP OF CURB COR BOUNDARY LINE CORNER MF MONUMENT FOUND TS&V TAPPING SLEEVE AIND VALVE CPP CORRUGATED PLASTIC PIPE MH MANHOLE TYP TYPICAL wv Da CY CUBIC YARDS NBL NORTH BOUND LANE UG UNDERGROUND D.I. DUCTILE IRON NF NAIL FOUND UGT UNDERGROUND TELEPHONE �W DIA DIAMETER NS NAIL SET UGU UNDERGROUND UTILITY DIP DUCTILE IRON PIPE NIC NOT IN CONTRACT UON UNLESS OTHERWISE NOTED ® EL ELEVATION NTS NOT TO SCALE VB VERTICAL BEND ELEC ELECTRIC O.C. ON CENTER VHD VEHICLES PER DAY EOP EDGE OF PAVEMENT PE POLYETHYLENE W WATER EOTL EDGE OF TRAVEL LANE PGL PROFILE GRADE LINE WL WATER LINE EQPT EQUIPMENT PP POWER POLE WM WATER METER EX OR EXIST EXISTING PROP PROPOSED WT WATERTIGHT FF FINISHED FLOOR PS PLANTED STONE FOUND WWF WOVEN WIRE FABRIC FH FIRE HYDRANT PVC POLYVINYL CHLORIDE XING CROSSING FM FORCE MAIN PVMT PAVEMENT YDS YARDS RCP REINFORCED CONCRETE PIPE FL FLUORIDE NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL SYMBOLS AND ABBREVIATIONS SHOWN MAY NOT BE USED. 1 ADDRESS COUNTY COMMENTS TEAM 08/17/18 0 ,�: ] Id Lic-'Na12257___ y -A-SSOCIATES 0 "" WAGINEER SURVEYORS PLAh1N''ERS PO Box 4119 3040 Avemore Square Pt. Lynchburg, VA 24502 Charlottcsvilte,VA 22911 Phone: 434316.6050 Phone: 434.984 X00 e t: t,ef DESIGNED BY. DMI' PROJECT: WESTMINSTER-CANTERBURYSET OF THE BLUE RIDGE - MINOR AMENDMENT PANTOPS MOUNTAIN ROAD ENTRANCE IMPROVEMENTS ALBEMARLE COUNTY VIRGINIA REV. NO. 2 ADDRESS COUNTY COMMENTS TEAM 09/20/18 DRAWN BY: Dse DRAWING NUMBER. �� TITLE: GENERAL NOTES, ABBREVIATIONS AND LEGEND7 DIHR 8Y: �,J['��/ SHEET NUMBER: � � " WWA NUMBER: 2150 9 1.11 FILE NAME: 5011)1 C_ND-1.dwg DISCIPLINE: CIVIL SCALE: H: N/A V. N/A DATE: � 18 061041 N0, SHEET REVISION BY DATE N0. SHEET REVISION BY DATE F. NO. 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 BE PERMITTED ON THIS PROJECT AS SPECIFIED HEREIN. 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. 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 SPECIFIIED LOCATION. THE MAXIMUM PARTICLE DIAMETER FOR PIPE BACKFILL MATERIAL LOCATED LESS THAN 1 -FOOT 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, GM, GC, SW, SP, SM, SC, WITH A MAXIMUM ASTM D 4318 LIQUID LIMIT OF 50, MAXIMUM ASTM D 4318 PLASTICITY' INDEX OF 25. MOISTURE CONTENT SHALL BE WITHIN f3% 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 iOF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, SECTION 414, "RIPRAP", UNLESS OTHERWISE NOTED. 2.2 BORROW: OBTAIN BORROW MATERIALS REQUIRED IN EXCESS OF THOSE 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 UIMITS/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 STRUCTURES, 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 EXISTING 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, ROOTS %-INCH DIAMETER AND LARGER, ORGANIC MATERIAL, AND DEBRIS. 3.3.3 USE ONLY HAND METHODS FOR GRUBBING INSIDE THE DRIP LINES OF TREIES THAT ARE TO REMAIN. 3.4 CONSTRUCTION/CLEARING LIMITS 3.4.1 THE CONTRACTOR SHALL NOT DISTURB ANY AREAS OUTSIDE THE LIMITS OF DISTURBANCE INDICATED ON THE DRAWINGS WITHOUT EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. 3.4.2 NO CLEAR -CUTTING OF TIMBER SHALL BE PERMITTED WITHIN THE CONSTRUCTION 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 MATERIAL, 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 SHALL 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 DEVELOP, REMOVE UNSUITABLE MATERIAL AND PROVIDE NEW SOIL MATERIAL AS SPECIFIED IN THIS SECTION AT NO ADDITIONAL COST TO THE OWNER. W4/l/A NUMBER: 215011.11 ADDRESS COUNTY COMMENTS TEAM 08/17/1 & ADDRESS COUNTY COMMENTS TEAM 09/20/181 SHEET REVISION IIIIIII mi"I SHEET REVISION 10 AL EARTHWORK REQUIREMENTS CONT'D 3.8.2.2 SUBSURFACE DRAINAGE: CONSIDER SITE SURFACE AND SUBSURFACE CONDITIONS, AVAILABLE SOIL, AND HYDROLOGICAL DATA. REMOVE WATER BY BENCHING, SUMP PUMPING, DEEP WELL PUMPING, OR OTHER METHODS TO PREVENT SOFTENING OF SURFACES EXPOSED BY EXCAVATION. USE FILTERS ON DEWATERING DEVICES TO PREVENT REMOVAL OF FINES FROM SOIL. PROVIDE EROSION CONTROL AT THE OUTLET OF PIPING TO PREVENT EROSION. OPERATE DEWATERING SYSTEM CONTINUOUSLY UNTIL CONSTRUCTION WORK BELOW EXISTING WATER LEVELS IS 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 TAMPERS. AERATE MATERIAL EXCESSIVELY MOISTENED BY RAIN TO A SATISFACTORY MOISTURE CONTENT. PROVIDE A SMOOTH FINISH SURFACE BY BLADIING, 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 98% OF ASTM D 698. 3.11.2 STRUCTURES AND CONCRETE SLABS: COMPACT TOP 12 INCHES OF SUBGRADE TO 98% OF ASTM D 698. COMPACT FILL, BACKFILL, AND SELECT MATERIALS TO 98% OF ASTM D 698. 3.11.3 PIPE TRENCHES: COMPACT FILL, BACKFILL, AND SELECT MATERIALS PLACED IN PIPE TRENCHES TO 98% OF ASTM D 698. 3.11.4 ADJACENT AREAS: COMPACT AREAS WITHIN 10 FEET OF STRUCTURES TO 98% OF ASTM D 698. 3.11.5 PAVED AREAS: COMPACT TOP 12 INCHES OF SUBGRADE TO 100% OF ASTM D 698. COMPACT FILL, BACKFILL, AND SELECT MATERIALS TO 100% 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 EDITIOIN 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 PERFORMI 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 W 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. W- DESIGNED BY: Ow ENGINEERS SURVEYORS DRAWN BY: DSB PLANNERS AsS.I.°_ DIHR BY: HFW PO Box 4119 3040 Avemore Square PL arlottville, VA 22911 Lynchburg, VA 24502 Ches Phone: 434.316.6080 Phone: 434.984.2700 W4/l/A NUMBER: 215011.11 PROJECT: WESTMINSTER -CANTERBURY OF THE BLUE RIDGE - MINOR AMENDMENT PANTOPS MOUNTAIN ROAD ENTRANCE IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA TITLE: EARTHWORK SPECIFICATIONS FILE NAME: DISCIPLINE: SCALE: DATE: 501111 C-ND-2.dwg CIVIL H: N/A 0610, 118 V. N/A f SET REV. NO. 2 DRAWING NUMBER: C-3 SHEET NUMBER: 3 ®f 23 Q w Q 0 z rll W z Q O Z l --...- - ------------ `� APPROXIMATE (T- OF 15' GAS EASEMENT IF THIS DRAWING IS A REDUCTION / �� I I DB 1082 PG 3-07 GRAPHIC SCALE MUST BE USED O FLAGP \ = EXISTING LIGHT POLES TO BE RELOCATED - / I OLE SCALE: 1 20 � I z / Or / / \ — �( EXISTING JUNCTION BOX TO BE RELOCATED �` 20'0 20 a GENERAL DEMOLITION NOTES Fa o 1. CONTRACTOR SHALL LOCATE EXISTING UNDERGROUND SERVICES - TO INCLUDE BUT NOT LIMITED TO ELECTRIC, CABLE, TELEPHONE, GAS, / / / s METE SANITARY SEWER WATER AND STORM DRAIN - AND SHALL COORDINATE PROPER PROTECTION, DEMOLITION, RELOCATE AND/OR ABANDONMENT WITH APPROPRIATE OWNER/UTILITY COMPANY. / / � � � �, / ;'" sem, r �S / 2. UTILITIES MUST BE LOCATED BY NON-DESTRUCTIVE POTHOLING EVERY 50 FEET WITHIN THE PROJECT AREA. PANTOPS / / / 'AQ o FAMILY / / / / / / L �` �0 3. CONTRACTOR SHALL WALK THE SITE AND BE FAMILIAR WITH THE SCOPE OF DEMOLITION REQUIRED. ALL DEMOLITION WORK REQUIRED TO / / / Ex 15' GAS L EEA EMENT IMPROVEMENTS WI D B THE CONTRACTOR AND BE UNCLASSIFIED EXCAVATION. MEDICINE / / / / / \ o — — — CONSTRUCT NEWWILL BE PERFORMED Y /G� / / \ 2719 PG 7 Ex VAR/AB 4. DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING AND OFFSITE DISPOSAL OF EXISTING CONCRETE CURBS, / % l 01 // OLE (DTH -/ GUTTERS AND SIDEWALKS, BITUMINOUS CONCRETE PAVEMENTS, CONCRETE PADS, AND ALL MATERIALS OR VEGETATION/TREES CLEARED AND UTILITY EASEMENT D8 2442 PG 370 STRIPPED TO THE EXTENT NECESSARY FOR THE INSTALLATION OF NEW IMPROVEMENT AND WITHIN THE LIMITS OF CLEARING AND GRADING. COORDINATE WITH DRAWING No. C-7 AND C-8. ALL DEMOLISHED ITEMS ARE TO BE REMOVED OFFSITE BY CONTRACTOR AT NO ADDITIONAL :: i COST TO THE OWNER. p / IRF / / / —520- �, 5. THE CONTRACTOR SHALL PROTECT ALL PROPERTY AND STRUCTURES AND UTILITIES ON THE PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO \ /530�/ X5'oo�i / / s� / / _ - THE PROPERTY DUE TO THE CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO COST TO THE OWNER. \ E SEMEN / \ G \ / / r/ / ` IRF —� J\�EX 30 AccEss 6. ELECTRIC, a TELEPHONE SANITARY SEWER,WATER AND FIRE HYDRANTS AND STORM DRAINAGE UTILITIES THAT SERVICE THE PROPERTY AND O EASEMENT DB 2442 Pc 370 ADJACENT PROPERTIES SHALL BE MAINTAINED DURING THE CONSTRUCTION PROCESS. LIMITS OF OF THE SITE AS IT A KIK A D GRADING�RING 7 BEFOREPHIC CL. THENTRACTOR DEMOLITION HSL BEGUN.UCE AFTERWARDS AARPHOTOGRAPHIC REC RDRECORD OFLOPMENT SHALL BE MAINTAINED DURING RHECOMMENCING WITH AOCONSTRUCTION CTION PROCESSPPEARS o / i / 4 / \ _ / P'ICAL OF I 8. EXISTING CURB AND GUTTER, LIGHTS, SIDEWALK, TREE/VEGETATION AND UTILITIES NOT INTENDED FOR DEMOLITION SHALL BE MAINTAINED, PROTECTED, AND UNDISTURBED DURING DEMOLITION. CONTRACTOR SHALL COORDINATE THE REMOVAL OF BITUMINOUS CONCRETE PAVEMENTS, CURBS, CURB AND GUTTER AND SIDEWALK WITH DRAWING No. C-7 AND C-8. G1. J 9. SMOOTH SAW CUIT OF EXISTING PAVEMENTS, CURBS, CURBS AND GUTTERS AND SIDEWALKS TO BE DEMOLISHED SHALL BE PROVIDED. 4001* X EX VARIABLE WIDTH \ / 10. ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH FEDERAL, STATE AND LOCAL LAWS AS WELL AS OSHA REGULATIONS. 0�. / 5 `/ I UTILITY EASEMENT TYPICAL' DB 2442 PG 370 11. CONTRACTOR'S ACTIVITIES SHALL NOT IMPEDE USAGE OR INGRESS/EGRESS TO ADJACENT USES OR PROPERTIES. COORDINATE WITH OWNER MAINTENANCE OF' TRAFFIC PEDESTRIAN CIRCULATION DURING CONSTRUCTION. RF _ 12. EXISTING PAVEMENT MARKING REMOVAL SHALL BE COORDINATED WITH VDOT. DEMOLISH EXISTING PAVEMENT / 9 / 13. THE LOCATION, DIMENSIONS, AND ELEVATION OF EXISTING STRUCTURES, PIPING, AND UTILITIES SHOWN ARE BASED ON THE BEST AVAILABLE i \ DOMINION VIRGINIA / TO THE EXTENT NECESSARY TO � / � / / s � O / Ex 15 N ( / DATA AND ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY ALL DATA IN THE FIELD PRIOR TO CONSTRUCTION TO HIS OWN INSTALL NEW STORM DRAIN PIPE / / // °� POWER E "S, EA \ / SATISFACTION. THE DIAMETERS OF EXISTING PIPING ARE APPROXIMATE AND SHALL BE VERIFIED PRIOR TO PERFORMING FINAL CONNECTIONS. DB 2548 PG 489 / THE CONTRACTOR SHALL PERFORM NON-DESTRUCTIVE, AIR VACUUM POTHOLE WORK EVERY 50 FEET AND AT THE DISCRETION OF WW /D GRADING AND EX VARIA� WIDTH / LIMITS OF CLEARING AN UTILITY EASEMENT ASSOCIATES, INC.. AND PROVIDE HORIZONTAL AND VERTICAL LOCATION OF EXISTING UNDERGROUND UTILITIES AT NO ADDITIONAL COST TO / J / DB 2442 PG 370 C TING UTILITIES ARE B \ THE OWNER AS (REQUIRED TO AVOID CONFLICTS WITH EXIS NG UTILITIES OR STRUCTURES. EXISTING UNDERGROUND BASED ON MARKS PROVIDED BY MISS UTILITY OF VIRGINIA. CONTACT MISS UTILITY (TELEPHONE NO. 811) 48 HOURS PRIOR TO PERFORMING ANY EXCAVATION TO HAVE UTILITIES MARKED. s � � t — / / 14. CHANGES IN NEW PIPING FROM THAT SHOWN ON THE DRAWINGS, IN ORDER TO AVOID CONFLICTS WITH EXISTING ELECTRICAL SYSTEMS, / APPROXIMATE of °� MECHANICAL SYSTEMS, EQUIPMENT, STRUCTURES, OR EXISTING PIPING, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, WHETHER THE APPROXIMATE (K OF f5' VtRGINJA_ELECTRtC AND �' l l / CONFLICTS ARE SHOWN OR ARE DISCOVERED IN THE FIELD. LIKEWISE, ALTERATIONS TO EXISTING ELECTRICAL SYSTEMS, MECHANICAL 15' VIRGINIA ELECTRIC AND / / P0WE OMPANY —EASEMENT Q5 0 \ SYSTEMS, EQUIPMENT, OR EXISTING PIPING IN ORDER TO ACCOMMODATE NEW PIPING AND EQUIPMENT SHALL BE THE RESPONSIBILITY OF POWER COMPANY EASEMENT DB 2524 PG 557 l 11 / ' \ �- �/ DB 2320 PG 20 / THE CONTRACTOR AT NO ADDITIONAL COS TO THE OWNER. THE OWNER AND THE ENGINEER MUST APPROVE ALL SUCH CHANGES. o l 510 AND PROTECT ALL OVERHEAD AND UNDERGROUND ELECTRICAL TELEPHONE CABLE TV, WATER, GAS, SEWER, AND ALL OTHER APPROXIMATE 15. MAINTAIN N 15 Gas EASEMENT _ UTILITIES DURING ENTIRE CONSTRUCTION PERIOD. SEPTIC SYSTEM AND WATER SERVICE INTERRUPTIONS AND OTHER UTILITY OUTAGES WILL DB 1082 PG 307\ \ &\ `` .;. � 7 � EXISTING FIBER OPTIC soo VAULT TO BE RELOCATED NOT BE ALLOWED. / I — — 16. EXISTING SURFACE UTILITIES WITHIN THE LIMITS OF CLEARING AND GRADING SHALL BE ADJUSTED TO NEW FINISHED GRADE. � \ � \ — — — — — --- 510 / f 3 — \ \ \ / EX VARIABLE W TH v z I � ITY EASEM T EX 15' LINE DEMOLITION SCHEDULE 2 \ \ EX COMMONWEALTH -506 504 pBUTIL2442370 DB 27� — I / / 8 V< SENIOR LIVING_SIGN �� ! -- ANECESSARY DEMOLISH EXISTING CURB TO THE EXTENT _ TO INSTALL NEW IMPROVEMENTS. EXISTING MINIMUM EDGE OF EXISTING _ �'� rR7FF0 \ = = i ,--502- _ — — _ _ PAVEMENT AS �� DEMOLISH EXISTING CONCRETE SIDEWALK TO THE TRAVEL LANE 12 IRF \ -- �` �' - - � DETERMINED IN FIELD 10 CABINET UGU s > : — f` 500 -- / / -----__ E -502— ' _ _ '_ A2EXTENT NECESSARY TO INSTALL NEW IMPROVEMENTS. EX PAVEMENT - - i / 6 RF ` 500 - _ - M>- = _ _ J - SECTION -ADJOINING US -ROUTE 250 / -IT _ —498— x.496 — 4g0 X- ARELOCATE ® — RIGHT OF WAY (VARIABLE—WID 3 '' _ �IXISTiNG JUNCTION BOX AND SUPPORTING / / UGC I _ — I UNDERGROUND UTILITIES. —494" _ — -� SMOOTH >_— 504- GU 79O > \ -> —> \> > _ RELOCATE EXISTING LIGHT POLES BEHIND NEW SAW CUT 40 > U I �C > > -- �'� 492 ASIDEWALK. SEE DWG C-7. \ } 4 9 &EXISTING 1TREES TO BE REMOVED. � ::. U GT EXISTING MANHOLE COVERS TYPICAL) — 9 \ EX PAVEMENT TO \ M M \ \ \ \ RELOCATE EXISTING TRAFFIC CONTROL CABINET AND 8E DEMOLISHED o \M \ \ 6 SUPPORTIING UTILITIES. 'J LIMRS OF CLEARING `''�f t \ PAVEMENT DEMOLITION DETAIL IXISTI C� MANHOLE � AND GRADING 20' DRAINAGE EASEMENT \ RELOCATE OR ADJUST EXISTING FIBER OPTIC LINE NOT TO SCALE STRUCTURE IS NOT \ DB 1035 PG 354 \ \ \ \ 7 3 \ TO BE DIST�JRBED AS NECESSARY TO NEW GRADE. \ I 9o' RICI-IMOND ROAD ERADICATE' EXISTING PAVEMENT MARKINGS. U COORDINATE WITH VDOT AND PROPERTY OWNER. U .S. ROUTE 250 \ \ o \ (VARIABLE WIDTH R/W) \ 7 � \ \ Ag EXISTING IPAVEMENT TO BE DEMOLISHED. ch \ \ \ \ 0 AADJUST EXISTING ABOVE -GROUND TELEPHONE AND ELECTRIC BOXES TO NEW GRADE. 1 ADDRESS COUNTY COMMENTS TEAM 08/17/18 op DESIGNED BY. PROJECT: WESTMINSTER—CANTERBURY SET REV. NO. 2 ADDRESS COUNTY COMMENTS TEAM 09/20/18 DMJ OF THE BLUE RIDGE — MINOR AMENDMENT ENGINEERS DRAWN BY. PANTOPS MOUNTAIN ROAD ENTRANCE IMPROVEMENTS SURVEYORS DS8 ALBEMARLE COUNTY VIRGINIA DRAWING NUMBER: %Mimi PLANNERS TITLE.C-6 01HR sY:DEMOLITION PLAN I?5i AssociATESHfW ® � SHEET NUMBER: g Po Box 4119 3040 Avemo e squaire Pl. DISCIPLINE: PLI NE: SCALE: DATE: l " x Ly lib irg, va 24502 Cftarloacsville, VA 222911 WWA NUMBER: FILE NAME: » i Phone: 434.316.6080 Phone: 434.SMA Y700 CIVIL H: _20 of 23 NALON «-,,,.r,,,,:;,.:�,1:: ue1 21501 1.11 501111 C_DM-l.dwg V. N/A Os,,%0��� NO. SHEET REVISION BY DATE ND. SHEET REVISION BY DATE �. PAVEMENT MARKGIN AND SIGNAGE LEGEND ID ITEM (SPECIFICATION) DESCRIPTION ® STOP SIGN (MUTCD 131-1) STOP MOUNTED ON STP -1 POST L2J KEEP RIGHT SIGN (MUTCD R4-7) MOUNTED ON STP -1 POST ® 6" SINGLE SOLID WHITE LINE (TYP) 4" SINGLE SOLID YELLOW LINE (TYP) ® 4" DOUBLE SOLID YELLOW LINE (TYP) ® 4" SINGLE SOLID WHITE LINE (TYP) ® 4" SINGLE MINI–SKIP WHITE LINE (TYP) ® 24" SINGLE SOLID WHITE LINE (TYP) 10 PAVEMENT MESSAGE MARKING (TYP) TMP 78-55A MEDICAL ENTERPRISES GROUP ASSOCIATES, LLC PB 17 P 642 DB 3037 PC 167 ZONED: PLANNED DEVELOPMENT MIXED COMMERCIAL O 0 J / l I I E 2 ENTRANCE c 0 FLACPO� Aa >� OSPREY /PA TOPS I PLACE LC / TM 78 PA EL 55A 1 DB 320 PG 164 / DB 2442 PC 370 ED PRD �i / RELOCATED LIGHTS / (TYP OF 3) RELOCATED TRAFFIC - CONTROL CABINET J L UINOS EASEMENT FA 10 NEW SIGN AND WALL. SEE z LANDSCAPE -ARCHITECTS DRAWINGS FOR DESIGN. SHOWN — - FOR INFORMATION ONLY. SEPARATE PERMIT REQUIRED. 42' / 9.0' T° CG -12B R2' R2' EXISTING VDOT TRAFFIC 9 R2' SIGNAL POLE TO REMAIN r as ��'2 4 / _4 _ R35.5' R4.5 I CG -6 R30' M M M � 5 �- t-r` ;I; 2 VDOT CG -12 MEDIAN AND REFUGE ISLAND WITH CUT–THROUGH TYPE M2. SEE DETAIL DRAWING I NUMBER C-11 -�< _;,,DN PHASE I 010, DRAWINGS FOR DESIGN. "'� SHOWN FOR INFORMATION ONLY. SEPARATE PERMIT L,y RELOCATED REQUIRED. _ G16 ONE–WAY SIGN _� SSG O O ti RELOCATED STREET NAME SIGN ::, tiF NOSE DOWN CURB, PROVIDE 3' TRANSITION RICHMOND ROAD U.S. ROUTE 250 (VARIABLE WIDTH R/W) 1 ADDRESS COUNTY COMMENTS TEAM 08/17/18 2 ADDRESS COUNTY COMMENTS TEAM 09/20/18 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE �K SEE NOTE 3 FOR CONNECTIONS TO EXISTING IMPROVEMENTS IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 20' 20' 0 20' ■ CG -2 n R30 R2 00 0 ° i ■� ® i 00 000 R30 R30 EXISTING R�... LANDSCAPE (- 10,50.' STRIP �' LIMITS OF PHASE 2 EXISTING CG -2 CONSTRUCTION SIDEWALK o 0 PHASE 1 CURBINGAND N SIDEWALK TO BE REMOVED FOR R30:NEW PAVEMENT FOR : PHASE TWO ENTRANCE AND PHASE 2 ENTRANCE CROSSWALK CONSTRUCTION 4 ' R30 I 0 I000 R2 S76 0 ° o I � R2 ma I 0o N V R30 ' I v ~ c as 8162 * SEE NOTE 3 FOR 514 CONNECTIONS TO EXISTING IMPROVEMENTS P VA GRID NORTH I ° SOUTH ZONE I ° a' i� 5120. o IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 = 10' 10y a 10' U � G a °510 1 PHASE 2 ENTRANCE INSET 1. PAVEMENT MARKINGS SHOWN ARE SCHEMATIC. SIZE AND PLACEMENT SHALL COMPLY WITH THE 2009 EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND THE 2011 VIRGINIA SUPPLEMENT. PAVEMENT MARKINGS AND REFLECTIVE MARKERS (NOT SHOWN FOR CLARITY). SIGN SIZE AND PLACEMENT SHALL BE IN ACCORDANCE WITH THE 2009 EDITION OF THE MANUAL ON UNIFORM 'TRAFFIC CONTROL DEVICES (MUTCD) AND THE 2012 REVISIONS. SIGN SIZE SHALL BE AS SHOWN. 2. ALL PAVEMENT MARKINGS SHALL BE TYPE B, CLASS 1 AND SHALL BE INSTALLED IN ACCORDANCE WITH VDOT ROAD AND BRIDGE SPECIFICATION, SECTIOM 234, 246, 698 AND 704, LATEST EDITION. 3. PAVEMENT MARKINGS SHALL BE CHALKED IN THE FIELD AND APPROVED BY OWNER. ENGINEERS SURVEYORS PLANNERS AsSOCIATES PO Box 4119 3040 Avemore Square P1. Lynchburg, VA 24502 Charlottesville, VA 22911 Phone: 434.316.6080 Phone: 4349842700 �°z°.vsv:.vwas:;oci ates.nef 4. POLES FOR SIGNAGE SHALL BE VDOT STP -1 PER THE VDOT ROAD AND BRIDGE STANDARDS LATEST EDITION AND THE VDOT ROAD AND BRIDGE SPECIFICATION SECTION 700 AND CROSS REFRENCED SECTIONS, LATEST EDITION. NOTES: 1. PHASE 1 INCLUDE ALL IMPROVEMENTS SHOWN, EXCLUDING ENTRANCE TO TMP 78-55A7. IMPROVEMENTS INCLUDE ENTRANCE MEDIAN, CROSSWALK, CURB RAMPS, SIDEWALK, ENTRANCE SIGNS, WALLS, LIGHTING, DRAINAGE IMPROVEMENTS, ETC. 2. PHASE 2 INCLUDES ENTRANCE TO TMP 78-55A7, CROSSWALK, CURB RAMPS, SIDEWALK AND DRAINAGE IMPROVEMENTS. *3. CONNECTIONS TO EXISTING IMPROVEMENTS: CONNECT TO EXISTING CURB, CURB AND GUTTER, SIDEWALKS, PAVEMENTS AND STORMDRAIN PIPES IN LINE AND ON GRADE. MATCH EXISTING TOP ELEVATIONS, PROVIDE A SMOOTH TRANSITION AND ENSURE POSITIVE DRAINAGE. DESIGNED BY. PROJECT: WESTMINSTER—CANTERBURY SET REV. NO. DMJ OF THE BLUE RIDGE - MINOR AMENDMENT .2 DRAWN BY: PANTOPS MOUNTAIN ROAD ENTRANCE IMPROVEMENTS DSe ALBEMARLE COUNTY VIRGINIA DRAWING NUMBER: TITLE: DIHR BY: SITE LAYOUT PLAN, C-7 HFIN PAVEMENT MARKING AND SIGNAGE PLAN SHEET NUMBER: WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 215011.11 501111 C_SP– l.dwg CIVIL H: 1'°--20 06104118 18 7 o 3 V. NIA i' W 0 \ \ \ 512\� \ \ 1 \ \ \ �— _ \ _ / —506= -- ���� � Q 0 J � 'JIV �� \\ \ \ 502- �_ \ \ \� \ \ \` \ \ \ \ 540— / / r? � \ --- EXISTING TREES ARE TO BE LIMBED \ FROM THE GROUND SURFACE UP QD 0�R _ _ . i �� \ 00\ 500 r„ \\qY\ \ TO 5 TO PROVIDE SIGHT DISTANCE \S / r 1 IF THIS DRAWING IS A REDUCTION LO ' o i GRAPHIC SCALE MUST BE USED �_ — — _ SCALE: 1" — 20' LO \T / 20' 0 20' NCE= 21 1 a 5 OFF ! < \ RWA l� �� /o i� �h� �h� i11� "��� SIGHT pfS AN , \ \ \ \ \ G / \ 98 "' — — +QO _ , \ 11+53 10, / \ 4 END SIGHT i"� -t_/ _ II00 ` DISTANCE ESMT �\ 10+43 \ '`c \ �T l.. Lf, �� / \ \BEGIN- . SIGHT FYI 8 \ \� \r / f l DISTANCE tSMT \ \ -JGr_ U \ ` S GT-__ UGr UGT cp 530 a \, o \ PANTOPS MOUNTAIN ROAD \ \ \o o \ / \`' PHASE 2 ENTRANCE SIGHT DISTANCE PLAN VIEW 12+00 m IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED HORZ: 1" = 20' ^ 20' 0 20' ^ II Y^l N 10' 0 10' ' VERT: 1 " = 10' 0 ^ ^ 0 U) CN^ 11 +50i 11+00 PROFILE VIEW: SIGHT DISTANCE LEFT 10+50 10+00 ADDRESS COUNTY COMMENTS TEAM 08/17/118 TH (� � ' x a AS 0, d es 14 A 525 `" ENGINEERS SURVEYORS PLANNERS AsSOCIATES PO Eos 4119 3040 Avemore s uare Pt. cyaclbur, VA24502 Cbul tt� ,ll<,VA 21911 PUonc: 434316.6050 PUona: 434J8 A.2700 .,,ww... was ,ociat,s.tic: 525 PROJECT: WESTMINSTER—CANTERBURY OF THE BLUE RIDGE —MINOR AMENDMENT PANTOPS MOUNTAIN ROAD ENTRANCE IMPROVEMENTS AL BEMARLE COUNTY VIRGINIA SET REV. NO. 2 ADDRESS COUNTY COMMENTS EYE 0 os/20/1.8 520 520 DRAWN 8Y. ose w 515 TITLE: PANTOPS MOUNTAIN ROAD PHASE 2 ENTRANCE SIGHT DISTANCE PLAN AND PROFILE 515 .-- MINIMUM 6" CLEAR777� °'HR eY. HFIN 535 535 510 — — 510 OF -SIGHT DISTANCE WWA NUMBER: 21501 1.11 505 DISCIPLINE: G+�V'L 505 530 OBjEff LEFF 530 525 525 N�• —^ BY i N0. 500 BY 500 w 520 520 495 495 w 515 515 490 490 Ol" SIGHT -DISTANCE- 510 510 4$5 485 12+00 m IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED HORZ: 1" = 20' ^ 20' 0 20' ^ II Y^l N 10' 0 10' ' VERT: 1 " = 10' 0 ^ ^ 0 U) CN^ 11 +50i 11+00 PROFILE VIEW: SIGHT DISTANCE LEFT 10+50 10+00 10+00 10+50 11+00 11+50 PROFILIE VIEW: SIGHT DISTIANCE RIGHT 12+00 12+50 1 ADDRESS COUNTY COMMENTS TEAM 08/17/118 TH (� � ' x a AS 0, d es 14 A 550 `" ENGINEERS SURVEYORS PLANNERS AsSOCIATES PO Eos 4119 3040 Avemore s uare Pt. cyaclbur, VA24502 Cbul tt� ,ll<,VA 21911 PUonc: 434316.6050 PUona: 434J8 A.2700 .,,ww... was ,ociat,s.tic: 550 PROJECT: WESTMINSTER—CANTERBURY OF THE BLUE RIDGE —MINOR AMENDMENT PANTOPS MOUNTAIN ROAD ENTRANCE IMPROVEMENTS AL BEMARLE COUNTY VIRGINIA SET REV. NO. 2 ADDRESS COUNTY COMMENTS TEAM os/20/1.8 545 545 DRAWN 8Y. ose w 540 TITLE: PANTOPS MOUNTAIN ROAD PHASE 2 ENTRANCE SIGHT DISTANCE PLAN AND PROFILE 540 °'HR eY. HFIN 535 535 rim OF -SIGHT DISTANCE WWA NUMBER: 21501 1.11 FILE NAME: 5Q 1111 C_PP—PP DISCIPLINE: G+�V'L SCALE: H: 1 »=20' V. ? "=10' 530 530 525 525 N�• —^ BY i N0. SHEET REVISION BY DATE 520 520 w 515 515 Ol" SIGHT -DISTANCE- 510 510 505 -- - 505 __ 10+00 10+50 11+00 11+50 PROFILIE VIEW: SIGHT DISTIANCE RIGHT 12+00 12+50 1 ADDRESS COUNTY COMMENTS TEAM 08/17/118 TH (� � ' x a AS 0, d es 14 A `" ENGINEERS SURVEYORS PLANNERS AsSOCIATES PO Eos 4119 3040 Avemore s uare Pt. cyaclbur, VA24502 Cbul tt� ,ll<,VA 21911 PUonc: 434316.6050 PUona: 434J8 A.2700 .,,ww... was ,ociat,s.tic: DESIGNED BY: DMJ PROJECT: WESTMINSTER—CANTERBURY OF THE BLUE RIDGE —MINOR AMENDMENT PANTOPS MOUNTAIN ROAD ENTRANCE IMPROVEMENTS AL BEMARLE COUNTY VIRGINIA SET REV. NO. 2 ADDRESS COUNTY COMMENTS TEAM os/20/1.8 DRAWN 8Y. ose DRAWING NUMBER: — TITLE: PANTOPS MOUNTAIN ROAD PHASE 2 ENTRANCE SIGHT DISTANCE PLAN AND PROFILE °'HR eY. HFIN SHEET NUMBER: 3 WWA NUMBER: 21501 1.11 FILE NAME: 5Q 1111 C_PP—PP DISCIPLINE: G+�V'L SCALE: H: 1 »=20' V. ? "=10' DATE: 0 6104118 N�• SHEET REVISION BY DATE N0. SHEET REVISION BY DATE AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS ATSSA AMERICAN TRAFFIC SAFETY SERVICES ASSOCIATION EPA ENVIRONMENTAL PROTECTION AGENCY FHWA FEDERAL HIGHWAY ADMINISTRATION IIM-LD LOCATION AND DESIGN DIVISION INSTRUCTIONAL AND INFORMATIONAL MEMORANDUM MASH MANUAL FOR ACCESSING SAFETY HARDWARE MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES NCHRP NATIONAL COOPERATIVE HIGHWAY RESEARCH PROGRAM SHSM STANDARD HIGHWAY SIGNS AND MARKINGS BOOK TCP TRAFFIC CONTROL PLAN TMP TRANSPORTATION MANAGEMENT PLAN TOC TRANSPORTATION OPERATIONS CENTER TTC TEMPORARY TRAFFIC CONTROL VDOT VIRGINIA DEPARTMENT OF TRANSPORTATION VSHS 2011 VIRGINIA STANDARD HIGHWAY SIGNS BOOK VSP VIRGINIA STATE POLICE WAPM WORK AREA PROTECTION MANUAL WZTC WORK ZONE TRAFFIC CONTROL TEMPORARY TRAFFIC CONTROL GENERAL NOTES 1. THE WORK ZONE OF THE CONTRACT WORK IS GENERALLY ALONG U.S. ROUTE 250, RICHMOND ROAD AT THE INTERSECTION WITH PANTOPS MOUNTAIN ROAD IN ALBEMARLE COUNTY, VIRGINIA, THIS IS A TYPE "A" TRAFFIC MANAGEMENT PLAN. OFF SITE DETOURS ARE NOT NEEDED. 2. UNLESS OTHERWISE APPROVED OR DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL PLAN AND PERFORM THE WORK IN ACCORDANCE WITH THE FOLLOWING: a. GENERALLY, CONSTRUCTION ACTIVITIES WILL BE CONDUCTED WHILE ROADWAY TRAVEL IS TEMPORARILY LIMITED. NOTIFICATION SHALL BE IN ACCORDANCE WITH THE VDOT PERMIT AND THE PUBLIC COMMUNICATIONS PLAN. b. IT IS ANTICIPATED THAT THE FOLLOWING VIRGINIA WORK AREA PROTECTION MANUAL TYPICAL TRAFFIC CONTROL APPLICATIONS WILL BE USED TO PERFORM THE CONTRACT WORK: TTC-5.1. DURING PERIODS THAT OPERATIONS ARE PERFORMED UNDER TRAFFIC, THE SPEED LIMIT SHALL BE, AS POSTED. IN ADDITION "ROAD WORK AHEAD" SIGNS SHALL BE PLACED IN ADVANCE OF THE WORK ZONE. c. THE CONTRACTOR SHALL SUBMIT A MAINTENANCE OF TRAFFIC PLAN, INCLUDING ALL PROPOSED LANE AND SHOULDER CLOSURES AT LEAST TWO WEEKS IN ADVANCE OF THE ACTUAL CLOSURES TO FACILITATE REVIEW AND APPROVAL. d. THE CONTRACTOR SHALL SUBMIT THE FINAL PLAN OF ALL PROPOSED LANE AND SHOULDER CLOSURES BY CLOSE OF BUSINESS WEDNESDAY FOR WORK IN THE FOLLOWING WEEK REQUIRING THE LANE OR SHOULDER CLOSURES IN ORDER FOR THE DEPARTMENT TO NOTIFY THE GENERAL PUBLIC, APPROPRIATE PUBLIC ENTITIES, TRAFFIC MANAGEMENT CENTER, AND THE REGIONAL TRAFFIC ENGINEER. e. AN ONSITE REVIEW OF THE PROJECT'S WORK ZONE TRAFFIC CONTROL BY THE PROJECT MANAGEMENT TEAM, REGIONAL TRAFFIC ENGINEER AND CONTRACTOR SHALL BE CONDUCTED WITHIN 24 HOURS OF ANY FATAL INCIDENT/CRASH WITHIN THE WORK ZONE. f. PERIODIC WORK ZONE REVIEWS SHALL BE CONDUCTED JOINTLY BY THE PROJECT MANAGEMENT TEAM, REGIONAL TRAFFIC ENGINEER AND CONTRACTOR. g. ALL TRAFFIC CONTROL DEVICES AND SIGNS NECESSARY FOR THE MAINTENANCE OF TRAFFIC ARE TO BE SUPPLIED, INSTALLED, MAINTAINED AND REMOVED BY THE CONTRACTOR. h. ALL TRAFFIC CONTROL DEVICE LOCATIONS SHALL BE MARKED BY THE CONTRACTOR AND REVIEWED BY THE ENGINEER PRIOR TO INSTALLATION. I. CONSTRUCTION SIGNS AND DEVICES SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, 2009 EDITION, STANDARD HIGHWAY SIGN MANUAL, VIRGINIA WORK AREA PROTECTION MANUAL, 2011 (REVISION 1) EDITION, 2008 ROAD AND BRIDGE STANDARDS 2007 ROAD AND BRIDGE SPECIFICATIONS AND NATIONAL CORPORATION HIGHWAY RFSEARCH PROGRAM (NCHRP) REPORT 350, j. ALL SIGNS WILL BE EITHER REMOVED FROM THE ROADWAY WHEN NOT NEEDED OR COVERED PER SECTION 6F..03 OF THE VIRGINIA WORK AREA PROTECTION MANUAL, 2011 (REVISION 1) EDITION. k, SOME SKETCHES AND DRAWINGS ARE NOT TO SCALE AND SHALL BE USED FOR REFERENCE ONLY. 1. TRAFFIC CONSISTS OF COMMUTERS, RESIDENTS AND TRUCKS. m.DEVICES THAT HAVE LOST SIGNIFICANT LEGIBILITY SHALL BE PROMPTLY REPLACED IN AC(CORISANCE WITH THE AMERICAN TRAFFIC SAFETY SERVICE ASSOCIATION'S (ATSSA) "QUALITY STANDARDS FOR WORK ZONE TRAFFIC CONTROL DEVICES" PUBLICATION. n. TEMPORARY TRAFFIC CONTROL DEVICES AND HARDWARE SHALL COMPLY WITH SECTION 61F.01 OF THE VIRGINIA WAPM, 2011 REVISION 1 EDITION. SIGN SIZE SHALL COMPLY WITH TABLE 6F-1 OF THE VIRGINIA WAPM, 2011 REVISION 1 EDITION FOR NON -RESTRICTED RIGHT-OF-WAY ROAD. 3. GROUP 2 CHANNELIZING DEVICES ARE TO BE PLACED AS DIRECTED BY THE ENGINEER, PER VIRGINIA WAPM, 2011 (REVISION 1) EDITION, APPENDIX A. 4. WORK HOURS SHALL GENERALLY BE BETWEEN THE HOURS OF 9:00 A.M. AND 3:30 P.M. IF ALTERNATE WORK HOURS ARE NEEDED, THEY WILL BE EVALUATED ON A CASE BY CASE BASIS. SOME NIGHT WORK MAY BE REQUIRED IN AREAS WITH SIGNIFICANT TRAFFIC IMPACTS. HOLIDAY RESTRICTIONS OUTLINED IN THE 2007 ROAD AND BRIDGE SPECIFICATIONS SECTION 108.02. 5. LANE CLOSURES ARE RESTRICTED TO WORK HOURS FROM 8:00 PM THROUGH 6:00 AM. 6. TEMPORARY LANE WIDTHS NOT TO BE LESS THAN EXISTING LANE WIDTH WITH DESIRAIBLE BEING 11' MINIMUM, WITHOUT CONCURRENCE OF THE REGIONAL TRAFFIC ENGINEER. 7. NO OBSTACLE WILL INTERFERE WITH SIGHT DISTANCES OF ENTRANCES AND INTERSECTIONS. MATERIALS AND EQUIPMENT SHALL BE STORED OUTSIDE OF THE DESIGNATED CLEAR OZONE WITHIN STATE R/W. 8. PORTABLE CHANGEABLE MESSAGE SIGNS SHALL BE PLACED PER THE VIRGINIA WORK AREA PROTECTION MANUAL, OR AS DIRECTED BY THE ENGINEER. 9. VDOT WILL NOT ASSIST CONTRACTOR IN SECURING STAGING AREA FOR EQUIPMENT AND MATERIALS WITHIN THE STATE R/W. 10. CONTRACTOR SHALL MAINTAIN ACCESS TO PRIVATE ENTRANCES DURING OPERATIONS. 11. ALL AREAS EXCAVATED BELOW EXISTING PAVEMENT SURFACES AT THE CONCLUSION Of EACH WORKDAY SHALL BE BACKFILLED TO FORM AN APPROXIMATE 6:1 WEDGE AGAINST THE EXISTING PAVEMENT SURFACE FOR THE SAFETY AND PROTECTION OF VEHICULAR TRAFFIC. ALL, COSTS FOR PLACING, MAINTAINING AND REMOVING THE 6:1 WEDGE SHALL BE INCLUDED IN THE PRICE BID OR OTHER ITEMS AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED. 12. THE CONTRACTOR SHALL PROVIDE TEMPORARY DRAINAGE AS REQUIRED TO PREVENT IPONDING OF WATER ON THE ROADWAY AND ADJACENT PROPERTIES AT NO ADDITIONAL COST. 13. CONTRACTOR SHALL PROTECT ANY EXISTING GUARDRAIL AND SUPPORTS WITHIN CONSTRUCTION AREA FROM DAMAGE. ANY GUARDRAIL OR SUPPORTS DAMAGED DURING CONSTRUCTION OPERATIONS SHALL BE REPAIRED OR REPLACED TO PRE -CONSTRUCTION CONDITIONS BY THE CONITRACTOR. 14, ALL TRENCH EXCAVATIONS LOCATED WITHIN THE CLEAR ZONE THAT ARE NOT PROTECTED SHALL BE BACKFILLED AT THE CONCLUSION OF EACH WORK DAY. 15, MAINTENANCE OF TRAFFIC SHALL BE DONE IN ACCORDANCE WITH THE VIRGINIA WORK; AREA PROTECTION MANUAL, 2011 (REVISION 1) EDITION AND ANY REVISIONS AND WITH CURRENT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 16. ALL COORDINATION FOR MAINTENANCE OF TRAFFIC SHALL BE PERFORMED BY THE CULPEPER DISTRICT LAND USE PERMITS OFFICE. THE CONTACT NUMBERS ARE: CULPEPER DISTRICT TRANSPORTATION AND LAND USE - 540-829-7500 VDOT INSPECTOR - 540-829-7500 17. MODIFICATIONS OF PLAN MAY BE REQUIRED BY VDOT PERSONNEL BASED ON CHANGED CONDITIONS OR CONCERN FOR SAFETY AND HANDLING OF TRAFFIC. LOCATIONS OF TEMPORARY TRAFFIC CONTROLS SHOWN ARE BASED ON CURRENT DESIGN PLANS. ACTUAL LIMITS OF TEMPORARY TRAFFIC CONTROLS MAY BE ADJUSTED BASED ON FIELD REVISIONS, IF NECESSARY. 18, THIS TRAFFIC MANAGEMENT PLAN WAS PREPARED BY DAVID M. JENSEN, P.E. WHO SUCCESSFULLY COMPLETED THE ADVANCED WZTC COURSE IN JULY 2011. VAPM SECTION 6E.75 DRUMS STANDARD: DRUMS (SEE FIGURE 6F-9) USED FOR ROAD USER WARNING OR CHANNELIZATION SHALL BE CONSTRUCTED OF LIGHTWEIGHT, DEFORMABLE MATERIALS. THEY SHALL BE A MINIMUM OF 36 INCH IN HEIGHT AND HAVE AT LEAST AN 18 INCH MINIMUM WIDTH REGARDLESS OF ORIENTATION. METAL DRUMS SHALL NOT BE USED. THE MARKINGS ON DRUMS SHALL BE HORIZONTAL, CIRCUMFERENTIAL, ALTERNATING ORANGE AND WHITE RETROREFLECTIVE STRIPES 6 INCHES WIDE. EACH DRUM SHALL HAVE A MINIMUM OF TWO ORANGE AND TWO WHITE STRIPES WITH THE TOP STRIPE BEING ORANGE AND SHALL BE IN COMPLIANCE WITH SECTION 247 OF THE ROAD AND BRIDGE SPECIFICATIONS. ANY NON-RETRO-REFLECTORIZED SPACES BETWEEN THE HORIZONTAL ORANGE AND WHITE STRIPES SHALL NOT EXCEED 3 INCHES WIDE. DRUMS SHALL HAVE CLOSED TOPS THAT WILL NOT ALLOW COLLECTION OF CONSTRUCTION DEBRIS OR OTHER DEBRIS. SUPPORT: DRUMS ARE HIGHLY VISIBLE, HAVE GOOD TARGET VALUE, GIVE THE APPEARANCE OF BEING FORMIDABLE OBSTACLES AND, THEREFORE, COMMAND THE RESPECT OF ROAD USERS. THEY ARE PORTABLE ENOUGH TO BE SHIFTED FROM PLACE TO PLACE WITHIN A TTC ZONE IN ORDER TO ACCOMMODATE CHANGING CONDITIONS, BUT ARE GENERALLY USED IN SITUATIONS WHERE THEY WILL REMAIN IN PLACE FOR A PROLONGED PERIOD OF TIME. OPTION: ALTHOUGH DRUMS ARE MOST COMMONLY USED TO CHANNELIZE OR DELINEATE ROAD USER FLOW THEY MAY ALSO BE USED ALONE OR IN GROUPS TO MARK SPECIFIC LOCATIONS. GUIDANCE: DRUMS SHALL NOT BE USED FOR PEDESTRIAN CHANNELIZATION OR AS PEDESTRIAN BARRIERS IN TTC ZONES ON OR ALONG SIDEWALKS UNLESS THEY ARE CONTINUOUS BETWEEN INDIVIDUAL DEVICES AND DETECTABLE TO USERS OF LONG CANES. DRUMS SHALL NOT BE WEIGHTED WITH SAND, WATER, OR ANY MATERIAL TO THE EXTENT THAT WOULD MAKE THEM HAZARDOUS TO ROAD USERS OR WORKERS WHEN STRUCK. DRUMS USED IN REGIONS SUSCEPTIBLE TO FREEZING SHALL HAVE DRAIN HOLES IN THE BOTTOM SO THAT WATER WILL NOT ACCUMULATE AND FREEZE CAUSING A HAZARD IF STRUCK BY A ROAD USER. STANDARD: BALLAST SHALL NOT BE PLACED ON THE TOP OF A DRUM. DRUMS SHALL BE ADEQUATELY BALLASTED TO PREVENT MOVEMENT BY PASSING VEHICLES. WEIGHTED COLLARS SHALL LAY FLAT ON THE GROUND OR ROADWAY AROUND THE BOTTOM OF DRUMS, AND SHALL BE THE APPROVED TYPE AND SIZE FOR THAT PARTICULAR DEVICE. GUIDANCE: DRUMS THAT USE WEIGHTED COLLARS FOR BALLAST SHALL USE A MINIMUM OF 2 DRUM COLLARS WHEN PLACED WITHIN 12 FEET OF ACTIVE TRAVEL LANES TO ENSURE STABILITY. STANDARD: DRUMS SHALL BE USED IN ALL UNMANNED WORK ZONE LOCATIONS, AND IN ALL MERGING AND SHIFTING TAPERS FOR NIGHTTIME OPERATIONS. TEMPORARY TRAFFIC CONTROUMAINTENANCE OF TRAFFIC PLAN NARRATIVE THIS PLAN PROVIDES ENTRANCE IMPROVEMENTS FOR PANTOPS MOUNTAIN ROAD (PRIVATELY OWNED AND MAINTAINED) AT U.S. ROUTE 250 - RICHMOND ROAD (PRIVATELY OWNED AND MAINTAINED) TO SERVE THE EXISTING WESTMINSTER CANTERBURY OF THE BLUE RIDGE COMPLEX. THIS ENTRANCE IS CURRENTLY SIGNALIZED. IMPROVEMENTS TO PANTOPS MOUNTAIN ROAD INCLUDE PAVEMENT WIDENING TO FACILITATE A RAISED MEDIAN, NEW CONCRETE SIDEWALKS, A FUTURE ENTRANCE TO PANTOPS MOUNTAIN ROAD, UTILITY RELOCATIONS AND DRAINAGE IMPROVEMENTS. THE CONTRACTOR'S MEANS AND METHODS SHALL PROVIDE SAFE AND CONVENIENT VEHICULAR ACCESS IN THE WORK AREAS AT ALL TIMES TO PERMIT i INGRESS LANE AND 1 EGRESS LANE WITHIN PANTOPS MOUNTAIN ROAD. EXISTING SIGNALIZED INTERSECTION SHALL NOT DISRUPTED. THERE SHALL BE NO LANE CLOSURES IN RICHMOND ROAD. THE PANTOPS MOUNTAIN ROAD ENTRANCE IMPROVEMENTS WILL CONSIST OF TWO WORK AREAS. THE WORK AREA DIVIDING LINE IS THE VDOT RIGHT-OF-WAY ON THE NORTH SIDE OF RICHMOND ROAD. WORK AREA #1 IS WITHIN VDOT RIGHT-OF-WAY AND WORK AREA #2 IS WITHIN WESTMINSTER CANTERBURY OF THE BLUE RIDGE PROPERTY. THE CONTRACTOR MAY WORK IN BOTH AREAS SIMULTANEOUSLY FOR DEMOLITION OF EXISTING IMPROVEMENTS, UTILITY RELOCATIONS, CONSTRUCTION OF NEW DRAINAGE IMPROVEMENTS, AND GRADING. DEMOLITION WORK INCLUDES EDGE OF EXISTING PAVEMENT DEMOLITION, PAVEMENT MARKING ERADICATION (WHEN AUTHORIZED TO DO SO), EXISTING CONCRETE SIDEWAK, CURBS, AND COMBINATION CURBS AND GUTTER. UTILITY RELOCATION WORK INCLUDES, VDOT SIGNAL CONTROL BOX, UNDERGROUND ELECTRICAL AND CHARLOTTESVILLE GAS. ONCE DEMOLITION AND RELOCATION WORK HAS BEEN COMPLETED GRADING AND COMPACTION OPERATIONS MAY BEGIN ALONG WITH INSTALLATION OF DRAINAGE IMPROVEMENTS. UPON COMPLETION OF THESE ITEMS CONCRETE CURB, CURBS /AND GUTTERS, AND SIDEWALK CONSTRUCTION WITH COMPACTED AGGREGATE BASE MAY BEGIN AS WELL AS INSTALLATION OF THE MONUMENTAL SIGN WALL. BITUMINOUS BASE COURSE AND SURFACE COURSE INSTALLATION MAYBE DONE CONCURRENTLY WITH CONCRETE WORK. UPON COMPLETION OF A BITUMINOUS CONCRETE PAVING OPERATIONS PAVEMENT MARKING AND SIGNAGE INSTALLATION IS TO BE DONE FOLLOWED BY 114STALLATION OF LANDSCAPE PLANTINGS FOLLOWED BY ANY RESTORATION WORK. THIS NARRATIVE, TEMPORARY TRAFFIC CONTROL PLAN -WORK AREAS, AND TEMPORARY TRAFFIC CONTROL GENERAL NOTES AND DETAILS ESTABLISH THE BASIC CONCEPTS THAT THE CONTRACTOR'S TEMPORARY TRAFFIC CONTROL PLAN MUST ADDRESS. THE CONTRACTOR WILL BE REQUIRED TO PREPARE AND SUBMIT A TEMPORARY TRAFFIC CONTROL PLAN TO VDOT CHARLOTTESVILLE RESIDENT AND CONFORM TO THE LAND USE PERMIT REQUIREMENTS. GENERAL TRAFFIC CONTROL NOTES: 1. THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLAN TO THE COUNTY 14 CALENDAR DAYS PRIOR TO THE PRECONSTRUCTION MEETING. THE PLAN SHALL BE REVIEWED AND APPROVED BY ALBEMARLE COUNTY PRIOR TO STARTING ANY WORK. CONTRACTOR SHALL STATE ALL REQUIRED ALBEMARLE COUNTY WORK HOUR RESTRICTIONS WITHIN THE TRAFFIC CONTROL PLAN. 2. AT THE CONCLUSION OF EACH WORK DAY, THE CONTRACTOR SHALL REMOVE ALL CHANNELIZING DEVICES FROM THE TRAVEL LANES. DEVICES SHALL BE PLACED TO PROTECT WORK -IN -PROGRESS WHEN WORKERS ARE NOT PRESENT. 3. ALL SIGNS AND TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) FOR STREETS AND HIGHWAYS AS PUBLISHED BY THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAYS ADMINISTRATION, THE 2011 VIRGINIA SUPPLEMENT TO MUTCD, THE VIRGINIA STANDARD HIGHWAY SIGNS 2011 EDITION AND THE VIRGINIA WORK AREA PROTECTION MANUAL(WAPM), AUGUST 2011. 4. WORK SHALL BE SCHEDULED SO AS TO NOT BLOCK ACCESS TO ADJACENT PROPERTIES LOCATED ALONG THESE ROADS AND ALLEYS. ADDITIONAL TRAFFIC CONTROL DEVICES SHALL BE PLACED AS NEEDED TO ALLOW FOR INGRESS AND EGRESS AT THE ENTRANCES. 5. LANE CLOSURES WILL ONLY BE PERMITTED FROM 8:00 PM TO 6:00 AM ON WEEKDAYS IF ALLOWED BY VDOT. LANE CLOSURES OVER HOLIDAYS AND WEEKENDS WILL NOT BE PERMITTED AND ALL REQUIREMENTS FOR HOLIDAYS AND WEEKENDS STATED IN THE VDOT ROAD AND BRIDGE SPECIFICATIONS (2007 EDITION) WILL BE NECESSARY. 6. SPEED LIMITS U.S. ROUTE 250 - RICHMOND ROAD, POSTED SPEED 45 MPH; PANTOPS MOUNTAIN ROAD 5 25 MPH WORK AREA RESTRICTIONS: 1. CONTRACTOR SHALL ADHERE TO ALL DAYTIME TRAFFIC WORK HOUR LIMITATIONS AS REQUIRED BY ALBEMARLE COUNTY. TYPICAL TRAFFIC CONTROL 1. SIGN SPACING DISTANCE SHALL BE 350'-500' WHERE THE POSTED SPEED LIMIT IS 45 MPH OR LESS, AND 100'-200' FOR 25 MPH OR LESS. 2. ALL VEHICLES, EQUIPMENT, WORKERS, AND THEIR ACTIVITIES SHALL BE RESTRICTED TO ONE SIDE OF THE PAVEMENT. 3. GROUP 2 DEVICE SPACING SHALL BE AT THE FOLLOWING DISTANCES: LOCATION SPEED (MPH) TRANSITION SPACING 200-' 00 35 400'' TRAVELWAY SPACING 40' 80' 4. MERGING TAPER LENGTHS (L) SHALL BE AS FOLLOWS: MERGING TAPER LENGTH (FT) BY LANE WIDTH SPEED LIMIT (MPH) 9' 10' 11' 12' S25 95 105 115 125 45 405 450 495 540 5. THE MINIMUM LENGTH FOR A SHOULDER TAPER IS 1/3 L (SEE NOTE 4 ABOVE FOR THE VALUE OF Q. 6. THE BUFFER SPACE LENGTH SHALL BE AS FOLLOWS: SPEED LIMIT (MPH) DISTANCE (FT) 5.25 155-160 45 360-380 7. WHEN A SIDE ROAD OR ENTRANCE INTERSECTS THE ROADWAY WITHIN THE TEMPORARY TRAFFIC CONTROL ZONE, ADDITIONAL TRAFFIC CONTROL DEVICES SHALL BE PLACED AS NEEDED TO ALLOW FOR INGRESS AND EGRESS AT THE ENTRANCE, PUBLIC COMMUNICATIONS PLAN NOTIFICATION OF CONSTRUCTION START/END DATES AND WORK ZONE INFORMATION WILL BE ENTERED INTO THE VA TRAFFIC SYSTEM. TRANSPORTATION OPERATIONS PLAN 1) THE PROCESS TO NOTIFY THE REGIONAL TRAFFIC OPERATION CENTER (TOC) TO PLACE LANE CLOSURE INFORMATION ON THE 511 SYSTEM AND VA TRAFFIC WILL BE: a) CONTRACTOR IS TO ADVISE THE VDQT'S CULPEPER DISTRICT PERMITS OFFICE 48 HOURS IN ADVANCE OF PROPOSED ROAD/LANE CLOSURES. b) CULPEPER DISTRICT PERMITS OFFICE IS TO ADVISE TOC TO HAVE THE INFORMATION ENTERED INTO THE VIRGINIA TRAFFIC AND 511 SYSTEMS. c) CONTRACTOR IS TO CALL THE TOC WHEN LAND/ROAD CLOSURES ARE INSTALLED AND WHEN THEY ARE REMOVED FROM THE ROADWAYS. 2) THE FOLLOWING IS A LIST OF LOCAL EMERGENCE CONTACT AGENCIES: VIRGINIA STATE POLICE - (434) 293-3223 OR 1-800-572-2260 OR *77, CELLULAR HAZ-MAT CENTER (IF SPILLED) - 911. 3) PROCEDURES TO RESPOND TO TRAFFIC INCIDENTS THAT MAY OCCUR IN THE WORK ZONE: a) CONTRACTOR TO NOTIFY VIRGINIA STATE POLICE AND VDOT'S CULPEPER DISTRICT PERMITS OFFICE AND THE REGIONAL TRAFFIC OPERATIONS CENTER. b) DEPENDING UPON THE SEVERITY OF THE INCIDENT, THE CONTRACTOR MAY HAVE TO SHUT DOWN WORK. c) UPON ARRIVAL AT THE SCENE, VIRGINIA STATE POLICE WILL DETERMINE THE RESPONSE NECESSARY TO ALLOW TRAVELING PUBLIC AROUND INCIDENT. d) CONTRACTOR SHOULD TAKE PICTURES AS NECESSARY, ESPECIALLY PICTURES OF WORK ZONE TO VERIFY THE PROPER SETUP. 4) PROCESS OF NOTIFICATION OF INCIDENT TO BE FOLLOWED IS: CONTRACTOR TO CALL: a) CULPEPER DISTRICT TRANSPORTATION AND LAND USE - 540-829-7500 b) VDOT INSPECTOR - 540-829-7500 5) THE VIRGINIA STATE POLICE WILL TAKE CONTROL OF THE INCIDENT AND DIRECT ITS CLEARING AND RESTORATION OF NORMAL TRAFFIC CONDITIONS. 6) THE VIRGINIA STATE POLICE REPORT OF THE INCIDENT WILL BE REVIEWED BY THE AREA CONSTRUCTION ENGINEER TO DETERMINE IF ANY MODIFICATION OF THE TEMPORARY TRAFFIC CONTROL PLAN IS NECESSARY. IF IT IS DETERMINED THAT IT IS NECESSARY TO ALTER THE PLAN, THEN A MEETING WILL BE CALLED WITH CONTACTOR, VDOT, PROJECT PERSONNEL, VDOT TRAFFIC SAFETY REPRESENTATIVES AND THE VIRGINIA STATE POLICE (IF NECESSARY) TO DISCUSS MODIFICATION AND IMPLEMENTATION OF AN IMPROVED TRAFFIC CONTROL PLAN. 7) ALBEMARLE COUNTY SHERIFF DEPARTMENT: PHONE (434) 972-4001 NON EMERGENCY; ALBEMARLE COUNTY FIRE DEPARTMENT AND RESCUE: PHONE (434) 296-5833 NON EMERGENCY April 2,015 Figure 6C-1, Component Parts of a Temporary Traffic Control Lone TRAFFIC SPACE ALLOWS TRAFFIC TO PASS THROUGH THE ACTIVITY AREA BUFFER. AREA. (LATERAL) PROVIDES PROTECTION FOR TRAFFIC AND WORKERS 1: Revision 1: - 41112015 Page 6C -s TERMINATION AR>_, =TS TRAFFIC RESUI NORMAL DRIVING ACTIVITY AREA IS WHERE WORK TAKES PLACE WARNING AREA. kFFIC WHAT TO Fuge 61446 April 2015 Typical Traffic Control Shoulder Operation with Minor Encroachrrrev (Figure T,1'C-5.1) NOTES Standard y�� J Guidance 2. Sian spacing should be 1300'4500' jbr Linnted Access high ays. For all other roadways, the sign spacing should be 500`400'where the posted speed limit is greater than 45 rnph, and 350`-500` where the posted speed thnit is 45 mph or, less. 3. When work takess up. part oj'a lane on a high, volume rocadwav: whictdar traffic volumes, vehicle rnrr, sped and capacity should be analyzed to determine 1liheid2c r AC, affecteel lane should be closed Unless the lane encroachment analtls s permits a remaining lane width olIl0 feet, Zile la17e shOUN be closed If the closure operation is on a Limited Access highway, the rnin.hnz-t rr large width is 11 feet. t? tion: 4. The ROAD WORK: AHEAD W20-1. sign on an intersecting roadway ma be omitted where drivers cmerOnQ from that roadway will encounter another advance 'warning sign prion` to this activity area. Standard: 5. A shadow vehicle with either an arrow board operating in the caution mode, or at least one high- intensity amber rotating, flashing, rti# oscillating light shall be parked 80' - 1211' in advance of the first work crew.. 6. Vehicle hazard warning signals shall not be used instead of the vehicle's high-intensity amber rotating, flashing, W oscillating lights. Vehicle hazard warning signals can. be. used to supplement high: -intensity amber rotating,.flashing, W oscillating lights. 7. Taper length (L) and channelizing device spacing shall be at the following - April 2015 LEGEND a CHANNELIZING DEVICE f- DIRECTION OF TRAVEL Lane Width (Feet) SIGN r1T WORK SPACE'S 1: Revision 1: - 41112015 Page 6C -s TERMINATION AR>_, =TS TRAFFIC RESUI NORMAL DRIVING ACTIVITY AREA IS WHERE WORK TAKES PLACE WARNING AREA. kFFIC WHAT TO Fuge 61446 April 2015 Typical Traffic Control Shoulder Operation with Minor Encroachrrrev (Figure T,1'C-5.1) NOTES Standard y�� J Guidance 2. Sian spacing should be 1300'4500' jbr Linnted Access high ays. For all other roadways, the sign spacing should be 500`400'where the posted speed limit is greater than 45 rnph, and 350`-500` where the posted speed thnit is 45 mph or, less. 3. When work takess up. part oj'a lane on a high, volume rocadwav: whictdar traffic volumes, vehicle rnrr, sped and capacity should be analyzed to determine 1liheid2c r AC, affecteel lane should be closed Unless the lane encroachment analtls s permits a remaining lane width olIl0 feet, Zile la17e shOUN be closed If the closure operation is on a Limited Access highway, the rnin.hnz-t rr large width is 11 feet. t? tion: 4. The ROAD WORK: AHEAD W20-1. sign on an intersecting roadway ma be omitted where drivers cmerOnQ from that roadway will encounter another advance 'warning sign prion` to this activity area. Standard: 5. A shadow vehicle with either an arrow board operating in the caution mode, or at least one high- intensity amber rotating, flashing, rti# oscillating light shall be parked 80' - 1211' in advance of the first work crew.. 6. Vehicle hazard warning signals shall not be used instead of the vehicle's high-intensity amber rotating, flashing, W oscillating lights. Vehicle hazard warning signals can. be. used to supplement high: -intensity amber rotating,.flashing, W oscillating lights. 7. Taper length (L) and channelizing device spacing shall be at the following - April 2015 Dhannelizing Device Spacing Speed Limit (mph) Location _- _ 0 3S 36 + TransitimSpacir g _- - 20' 40 Travelway Spacing 40' 80' Construction Access" 80' 120' LSpacing may be increased to this distance, taut shall not exceed one access per 1/4 mile.. On roadways with paved shoulders having a width of 8 feet or more, channelizing devices shall be used to close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the traveled way. b. The buffer space length shall be as shown in Table 6H-3 on Page 6ll-5 for the posted speed limit. 9. A truck -mounted attenuator (TMA.) shall be used on Limited. Access highways and multi -lane roadways with posted speed limit equal to or greater than 45 mph. 10. When a side road intersects the highway within the temporary traffic control zone, additional traffic control. devices shall be placed as needed. 1: Revision i. - 4/1/2015 Shoulder Operation with Minor Encroachment (Figure TTC;-5.'1) 500' ± - LEIN Page 6f 1-17 G20-2 (V) 80'- '120' i SHADOW VEHICLE REQUIRED - TMA OPTIONAL SEE NOTE 9 ILLUMINATED FLASHING G AMBER (CAUTION IMODE) SEE NOTE TYPE B OR 1_, SEE NOTE 7 0 CHANNELIZING INN 0,--- DEViCES SPACING �. SEE NOTE 7 SEE NOTE 2 SEE NOTE 2 W21 -5b8 V120-1 1 ADDRESS COUNTY COMMENTS TEAM 08/17/17 DESIGNED BY: PROJECT: WESTMINSTER -CANTERBURY SET REV. NO. 01P DMJ OF THE BLUE RIDGE - MINOR AMENDMENT 2 ADDRESS COUNTY COMMENTS TEAM 09/20/1 ENGINEIERSDRAWN BY: PANTOPS MOUNTAIN ROAD ENTRANCE IMPROVEMENTS SURVEYORS DS8 ALBEMARLE COUNTY VIRGINIA DRAWING NUMBER: k PLANNERS DIHR BY: TITLE: -10 ic. wo. 5 AsSOCIATES HFIN TRAFFIC CONTROL NOTES AND DETAILS Po Box 4119 3040 Avemore Sgwme Pl. SHEET NUMBER: WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: LVnchbttt'g, VA 3450' Charlottesville, VA :3?911 Pboue: 434.316.6080 Phony: 4349£4:2100 21501 1.11 501111 C_TCP- l.dwg CIVIL H: N/A 0;6/04//1 8 10 of 23 NO, SHEET REVISION BY DATE NO. SHEET REVISION BY DATE % Taper Length (L) Speed Limit Lane Width (Feet) (mph) 9 10 11 1 1.2 25 95 106 115 I '125 30 135 150 165 180 35 1$6 295 225 40 240 270 295 � 320 45 X105 450 496 I 540 50 450 j 500 550 600 56 496 650 605 660 60 540 600 660 720 65 585 650'!715 780 70 630 700 770 840 Minimum taper lengths far Limited Access hi ' hwa s shall be 1000 feet. Shoulder Taper ='/ L Minimum Dhannelizing Device Spacing Speed Limit (mph) Location _- _ 0 3S 36 + TransitimSpacir g _- - 20' 40 Travelway Spacing 40' 80' Construction Access" 80' 120' LSpacing may be increased to this distance, taut shall not exceed one access per 1/4 mile.. On roadways with paved shoulders having a width of 8 feet or more, channelizing devices shall be used to close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the traveled way. b. The buffer space length shall be as shown in Table 6H-3 on Page 6ll-5 for the posted speed limit. 9. A truck -mounted attenuator (TMA.) shall be used on Limited. Access highways and multi -lane roadways with posted speed limit equal to or greater than 45 mph. 10. When a side road intersects the highway within the temporary traffic control zone, additional traffic control. devices shall be placed as needed. 1: Revision i. - 4/1/2015 Shoulder Operation with Minor Encroachment (Figure TTC;-5.'1) 500' ± - LEIN Page 6f 1-17 G20-2 (V) 80'- '120' i SHADOW VEHICLE REQUIRED - TMA OPTIONAL SEE NOTE 9 ILLUMINATED FLASHING G AMBER (CAUTION IMODE) SEE NOTE TYPE B OR 1_, SEE NOTE 7 0 CHANNELIZING INN 0,--- DEViCES SPACING �. SEE NOTE 7 SEE NOTE 2 SEE NOTE 2 W21 -5b8 V120-1 1 ADDRESS COUNTY COMMENTS TEAM 08/17/17 DESIGNED BY: PROJECT: WESTMINSTER -CANTERBURY SET REV. NO. 01P DMJ OF THE BLUE RIDGE - MINOR AMENDMENT 2 ADDRESS COUNTY COMMENTS TEAM 09/20/1 ENGINEIERSDRAWN BY: PANTOPS MOUNTAIN ROAD ENTRANCE IMPROVEMENTS SURVEYORS DS8 ALBEMARLE COUNTY VIRGINIA DRAWING NUMBER: k PLANNERS DIHR BY: TITLE: -10 ic. wo. 5 AsSOCIATES HFIN TRAFFIC CONTROL NOTES AND DETAILS Po Box 4119 3040 Avemore Sgwme Pl. SHEET NUMBER: WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: LVnchbttt'g, VA 3450' Charlottesville, VA :3?911 Pboue: 434.316.6080 Phony: 4349£4:2100 21501 1.11 501111 C_TCP- l.dwg CIVIL H: N/A 0;6/04//1 8 10 of 23 NO, SHEET REVISION BY DATE NO. SHEET REVISION BY DATE % i W Q T -MH -2 DOWELS,KEYS OR OTHER VDOT APPROVED OF PROVIDING POSITIVE INTERLOCK ARE TO UDEA IN FLAT SLAB TOPS USED IN s CTION WITH CURB DROP INLETS. LOCATION, SIZE AND SHAPE OF HOLE MAY VARY DEPENDING ON'THE 'TYPE OF STRUCTURE. Z: 2" MAX ,�f _0„ 5" 4'-0„ FLAT SLAB TOP UNIT I i DIMENSIONS GRATE BAR E SPACING AC NG H C ART D MH -1 FRAME Y SUGG-'-lf ED MINIMUM MAX, PIPE SIZE AND COVER 36" INTERLOCK SHALL BE PROVIDED BY 6" is" V DIAMETER HOLES, 3' OVAL SLOT, A B OR OTHER VDOT APPROVED METHODS. A I FOR 4 STEEL DOWELS, 60" CENTER S TO BE 180" APART. 8" 36". I SEE NOTE 8, N, 72" o z 8" 48.._ 54„ 84.. MZ SPACER UNIT IAS REQUIRED) Aw R STEPS I (AS REQ'D:) CONCRETE TAPER UNIT ECCENTRIC TAPER UNIT NOTES: 1. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION ON 6: SPACER UNITS SHOWN HEREON ARE ALSO KNOWN AS WEEP HOLES, STEP REQUIREMENTS, "H" (LIN. FT. FOR GRADE RINGS" OR ADJUSTMENT RINGS". MANHOLES) DIMENSION, ETC. 7. WHEN SPACER UNITS ARE REQUIRED. "H'' IS TO BE 2. ALL SPACER UNITS.FLAT SLAB TOPS,AND TAPER UNITS MEASURED FROM THE TOP OF THE UPPERMOST SPACER. ARE TO BE IN ACCORDANCE WITH THE REQUIREMENTS 8. SPACER UNIT IS TO BE BOWELED OR MORTARED TO OF AASHTO M189. TAPER UNIT OR FLAT SLAB TOP. 3, CONCRETE SHALL BE 4000 PSI. 4. FOR STEP DETAILS SEE STANDARD ST -1. 5, DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY WITH MANUFACTURER, Vr SPECIFICATION ROAD AND RiDGE STANDARDS STANDARD PRECAST MANHOLE TOP UNITS REI ER£NCE SHEET 1 OF 1 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 105 103.08 302 Di -2A; 28, 2C EXISTING OR PROPOSEDGALV. L2�y'`X2�a'XIfF' �-E SIDEWALK. SEE NOTE 15 8'-8" LONG EXPANSION JOINT BACK OF SIDEWALK EXPANSION JOINT &1 2-6„ 11' GALV. MC6X12 3'-2" A BARS A-1 ¢ C BARS A-1 LWELDED 5"C -C(¢ 10" C -C D =D B i-, --A 14" C -C' MEME FACE OF CURS ¢ 8" C -C ..-= $N2S A I RACK CONTROL JOIN 0 10, C -C Li -E 0_. SECTION 8-6 (COLLAR „`N 2'-7" _. 10" MAX. PLAN VIEW 1O' MAX. 1-4„ 2`0" L zfz X-'•fz XI4 L -VARIABLE -MAX. 20' I GAL V. SLOPE OF 2`2" -fill 8," 3''0' APPROACH EARS F e+1 �-�••-SURFACE GALV.IMC6X12. GALVANIZED MC 6 X 12 I -- o ® A. 4' sjWARPED SECTION D -D 1 f > _ BARS E SURFACE a 6' C -C i WELD 1 T BEFORE B 1 �'"� 1 B 2„ BARS 6 7 GALV. 3" DIAMETER / \ ¢ 6'! C „ GALV. ,I + ALL f BARS E { ) 8 8 WEER OLE " WEEP H MC6X12 i \�/ X 4 SE£ NOTE 8 ST u 7 .STUD SHEAR'. SECTION C -C CONNECTOR &DECREASE TO j„ TO COLLAR: FRONT ELEVATION WHEN INLET IS USED SECTiION E -E -- - WITH MEDIANS. DI -2A 01-28 „ -4" WARPED GUTTER L - L Al APPROACHCUTTERBARS ¢ 7 ° I - w � I I J 1 z I I w C. 21/ "X21 X114' ,-. OLE l . I WEEPH 5 X I OW t- a / G,ALVANiZ��. -f.. �-- + cv o BhRS A-9 - ':. .-'..SEE NOTE -8 BE 1GTES - - I I l' N SLOPE. OF -1 l ¢ 0. . -.w o> -BARS '.A _ _€ - - -I W i ffi 0" C -C u APPROACH w o s BARS "" SURFAACE - N - i . .BARS B¢ ., , FOR USE ON GRADES - - a. w c -10" C -C i 1/44 - 1/ X4 °' STUD n ARS C g $kARI! CONN. r L 8" C -C n WELDED TO AN z F -C ' BARS IRON 2 C DI -2C t TYPE A S RFAGE' TYPE B L STEPS DETAILS NOSE SEE NOTE 5. FROaV✓ 1 I FY ++ 2'-3" TYPE A NOSE DETAIL .SHALL BE USED). -WITH CG -7 STANDARD. I I ,_ USED WITH CG-6'STANDARD 3 7 TYPE. B NOSE DETAIL SHALL BE 'GALVANIZED PLATEFORTYPE A TO BEE BENT ON AN ANGLE FOR USE !N SAGS SECTION A -A OF 68° 30' AND I$ TO BE ANCHORED WYITH I "X4" STUD BOTH SIDES TO BE SYMMETRICAL FOR STEP DETAILS SEE STD. ST -1, SHEAR CONNECTORS WELDED TO BENT PLA AT 2'C -C. 1V00T j / p q SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD CURB DROP INLET SHEET 1 OF 2 REVISION DATE 11 - 1r 1 12 24 PIPE MAXIMUM DEPTH tH} - 9 3233 02 I! 104:03 VIRGINIA DEPARTMENT OF TRANSPORTATION MS -2 VARIABLE VARIABLE FOR DETAILS OF INTEGRAL CURB FOR DETAILS OF INTEGRAL CURB SEE STANDARD MC -TOR CG -3 SEE STANDARD IMG -1 OR CG -3 {/a" ai'- SLOPE %q':1' SLOPE PROP. ASPHALT PAVIEMENT N\-2" TOP SOIL 2" TOP SOILo- A.CCTe 6 D P G r A (1) PROP. CONCRETE PAVEMENT I`ySo- �A A A A > p WHEN ROADWAY DESIGN MEETS THE PROP.•CONCRETE PAVE'WENT D n o- •' CRITERIA FOR CG -7 AS SHOWN IN R A n ,I ?' o- ` APPENDIX A OF THE ROAD DESIGN k • G A G ' PAY LINE MANUAL IN SECTION ON GS STANDARDS, MEDIAN CURB IS TO PAY LINE. BE IN ACCORDANCE WiTH CG -3 HALF SECTION WITH PROP. HALF SECTION WITH PROP.. CONCRETE CONCRETE PAVEMENT BASE WITH ASPHALT TOP VARIABLE VARIABLE FOR DETAILS OF INDEPENDENT CURB FOR DETAILS OF INDER'ENDENT CURB SEE STANDARD MC -1 OR CG -3 %j':1' SLOP£ }fq" 1' SLOPE SEE STANDARD MC -1 OW CG -3 D - D PROP. ASPHALT PAVJEMENT b 2" TOP SOIL 2" TOP SOIL G ' PROP. CONCRETE OR FLEXIBLE PAVEMENTD (1) THOROUGHLY COMPACTED AREA TO D A ACONSIST OF THE FOLLOWING' PROP. CONCRETE OR FLEXIBILE PAVEMENT IN FiLLS - REGULAR FILL MATERIAL G IN CUTS - UNDISTURBED EARTH AND REGULAR FILL MATERIAL, AS REQUIRED. HALF SECTION WITH PROP. CONCRETE (2) THOROUGHLY COMPACTED AREA TO HALF SECTION WITH PROP. CONCRETE OR OR FLEXIBLE PAVEMENT CONSIST OF REGULAR FILL MATERIAL. FLEXIBLE BASE WITH ASPHALT TOP FOR DETAILS OF INDEPENDENT CURB VARIABLE -- VARIABLE FOR DETAILS OF 1NDEPiENDENT CURB SEE STANDARD MC -1 OR CG -3 SEE STANDARD MG-tOFei CG -3 I/{':p SLOPE 1/41'11' SLOPE G �- REPAVE P 2" T 2„ TOP SOIL PROP: ASPHALT PAIVEMENT P (2) - - _(2) o- EXISTING FLEXIBLE PAVEMENT A G EXIST. FLEXIBLE PAVEMENT PAVEMENT UNDER MEDIAN TO BE REMOVED- - - PAVEMENT UNDER MEDIAN TO BE REMOVED HALF SECTION WITH EXISTING FLEXIBLE PAVEMENT HALF SECTION WITH EXIST. FLEXIBLE BASE WITH ASPHALT TOP vooT ROAD AND BRIDGE STANDARDS REFERENCE STANDARD RAISED CRASS MEDIAN STRIPS SPECIFICATION SHEET 1 OF 1 REVISION DATE 502 202.04 VIRGINIA DEPARTMENT OF TRANSPORTATION WEEP HOLE (AS REQ'O.) l 1 J i z TEP` (AS REO'DA r- `,VEEP HOLE (AS REO'D.) STEPS -,(AS REQ'D',J J. i 1 �a I Ie r D IXi_:>1I D IXI_ 6' x. 6" W5.5 x W5.5 WELDED B-1 WIRE FABRIC OR EQUIVALENT AREA MONOLITHIC 2„ 'c ° FOOTING a' I � D 8"-2x _ B'2 DOGHOUSE WITH FOOTING NOTES - SEE GENERAL NOTES FOR ADDITIONAL INFORMATION ON WEEP HOLES, STEP REQUIREMENTS, 'H" (LN FT. FOR MANFIOLES DIMENSIONS, ETC_ - 2. ALL BASE UNITS ARE TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF AA,SHTO M199, 3. CONCRETE SHALL BE 4000 PSI. 4, `WHERE OPENINGS ARE REQUIRED FOR PIPE, THEY SHALL BE FORMED, DRILLED, OR NEATLY CUT AS APPROVED BY THE ENGINEER, I''HE CONTRACTOR SHALL FURNISH THE FABRICATOR 'J NTH THE ANGLES- BETWEEN CENTER LINFS, THE INVERT ELEVATIONS, .4N0 THE 517E OF AI_;. PIPES TO ENTER THE :M.ANHOL€. HOLES ARE TO BE A. MINIMUM OF 4" TO A MAXIMUM OF 8" LARGER THAN THE OUTSIDE DIAMETER OF THE PROPOSED PIPE. 5, DIMENSIONS SHOWN. ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY WITH MANUFACTURER. 6. "D" IS NOMINAL DIAMETER. 7, IN THE EVENT THE INVERT OF THE -OUTFALL. PIPE. IS HIGHER THAT! THE BOTTOM OF THE STRUCTURE, THE INVERT 'OF THE STRUCTURE SHALL BE SHAPELY WITH CEMENTMORTAR -TO PREVENT STANDING i 11( n (r> 1 ti<. ALTERNATE JOINT DETAIL OR PONDING OF WATER IN THE STRUCTURE- S. TONGUE: AND GROOVE .JOINT ARE " 0 BE OF FABRICATOR'S DESIGN MEETING VDOT APPROVAL. .JOINTS ARE TO BE -SEA; -ED -WITHMORTAR,. O-RING GASKETS; OR ,BUTYL RUBBER-. 4 DEPTH "H" OF 36" DIAMIETXR BASE' UNIT RESTRICTED TO 4'-0" MAXIMUM. },^Y ONE THROUGH ELBE ONLY. (ONE PIPE ENTERING AND ONF PIPE EXITING SI-RUCIORE) XVDO T- A COPY OF THE ORIGINALSEALED AND SIGNED( 'DRAWING ISON FILE IN THE CENTRALOFFICE. SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD CP R E C S 7"{ BASE UNITS REFERENCE (5 SHEET 1 OF -1 REVISION (DATE. VIRGINIA. DEPARTMENT OF TI?ANSPDRT.ALION 302' 103.11 08/17 - - DI-5B� B "F} W -a" NOTES 11 DEP rH OF INET (H) TO BE SHOWN ON PLANS. THE "H" DIME N SHOWN ON THE STANDARDS LAND A A ON �r TH � SPECIFIED ON THE PLANS WILL BE MEASURED FROM, w THE INVERT OF THE OUTFALL PIPE TO THE TOP O A A �1►jII P THE STRUCTURE. PLAN H" DIMENSIONS ARE APPIROX.. L a D THE ACTU 1 ¢-J ONLY FOR. ESTIMATING- PURPOSES At'! .SAL Z DIMENSIONS SHALL BE DETERMINED BY THE CONTRACTOR FROM FIELD CONDITIONS. SECTION A -A &WHEN SPECIFIED ON THE PLANS THE INVERT IS 1TO BE SHAPED IN ACCORDANCE WITH STANDARD IS -I.. SEE 3`5" COLLAR, HE COST OF FURNISHING AND PLACING ALL 3 _D", DETAIL A - ittCLUDEDSiNNTHE B@ PRICE FOR TTO THE HE STRUCTURE, S' 0" B I o 4.IN THE EVENT THE INVERT OF THE OUTFALL PRE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE DITCH PLAN MEDIAN PLAN 3' D'" INVERT OF THE STRUCTURE SHALL BE SHAPED WITH OF WATER THE TO TRUCTURE. REVENT STANDING HE CSTOOFPOR1DfNG #5X5' -O" BARS X MATERIALS INCIDENT STEPS 20 REQUIRED STEPS TO THE AND PLACING: ALL AL N B -B TO THE SHAPING IS TO BE INCLUDED IN THE B@ j STPD. ST -1 I T ST'D. ST -1 I+ SECTION PRICE FOR THE STRUCTURE. s: ;4 w w"'+1 S. GREATER. FOR DSTEPS ARE TO ETAILS SEEDSTTANDARDIST 1.0" OR WEEP HOLE. SEE NOTE 8: 6.CHAMBER MAY BE CAST IN PLACE, PRECAST, BRICK OR r n 3 CONCRETE BLOCK. SEE 1)1,7 FOR DETAILS. o. o� 3 r T a E R 1T E DITCHES ARE R UI ED N S .WH RE -PAY D DI Q , JO ARE 0 h s 'A" 7 E. T a � � $E DOWELED WITH #4 X 8" SMOOTH RODS AT n - q APPROXIMATELY 12" C -C W ALL AREAS ADJACENT T TO f d � A ABUTTING CONCRETE TO PREVENT SETTLEMENT. IN LIEU OF DOWELS A 2" X 4" NOTCH MAY BE PROVIDED. w i c~n SEE ST'D T -DI -3, 4 FOR. ALTERNATE DESIGN.. w x w r #4" DEPTH.#68, U U #78, AGGREGATE GRATE 8, 3" DIAMETER WEEP HOLE TO BE LOCATED TO DRAIN 8"X6" WIDTH, (GALVANIZED} SUBBASE MATERIAL. 116' MESH HOLE :WITH 12"X12'" PLASTIC TYPICAL. HARDWARE CLOTH WIRE, MINIM WIREIfUTAMETER00.03". GALVANIZED 4TEEL WESH DITCH LINE SECTION MEDIAN DITCH' SECTION COLLAR DIMENSIONS TO BE I/a'" HARDWARE CLOTH ANCHORED FIRMLY TO THE. OUTSIDE LARGER THAN GRATE DIMENSIONS OF THE STRUCTURE. W3 AND W4. 2" DIAMETER BAR EEL SHALL HAVE A MINIMUM COVER 5 JAL REINFORCING ST H H M C R 8. R R .04 BS/FT R 7 L 0 PN WELD N0. 14 BILLET STEEL O�PUX•VXO� � OF 2' AND BE CUT CLEAR OF ALL OPENINGS BY" 2".. BAR g 7,65 LBS/FT F¢ GO qE FGA 1G.CAST-IN PLACE CONCRETE IS TO BE GLASS A3 (ASTM . TO 8E 4QOOr PSI. G O f O PSI). RECAST CONCRETE 15 Q 30 0 P P 4" V,, `X4" GRADE 60) ' pV'� �i N1 � �¢' R 4 STUD SHEAR L2''X2"X „ ``�� 1t. PROVIDED SAFETY SLABS WHEN SPECIFIED ONTHE�� CONNECTOR G� „ I ", I „ O A PLANS. L2/z X2fa Xfa 9 9 DOLLAR NO OR LY LOCATIONS T N IMAL DETAIL A i2.D1-5 I5 TO BE UTILIZED IN GA (GALVANIZED) SUBJECT TO TRAFFIC, MINIMUM H DIMENSIONS GRATE BAR E SPACING AC NG H C ART D X MINIMUM Y SUGG-'-lf ED MINIMUM MAX, PIPE SIZE ABSOLUTE MAXIMUM 36" 4" 6" is" --21„ A B 30" 4'-5" A I 1%2 " 3" 60" A 111 8" 36". 42„ 72" 61. 8" 48.._ 54„ 84.. 7" 81,. 60a 661` 96" J RAMP _ A CSEE TABLE) TRUNC,4TE0 DOMES 8,r 66"72" NILHIN THE MARKER 19S" 0„ 81, 7a„ 84„ 120., 1 10" 8" a0" 96" - -126" 101/„ - - B•'..:.. 96:'.. 1D2,.r. 144„ 12" 8,.,. ipF" 120„' OR PONDING OF WATER IN THE STRUCTURE- S. TONGUE: AND GROOVE .JOINT ARE " 0 BE OF FABRICATOR'S DESIGN MEETING VDOT APPROVAL. .JOINTS ARE TO BE -SEA; -ED -WITHMORTAR,. O-RING GASKETS; OR ,BUTYL RUBBER-. 4 DEPTH "H" OF 36" DIAMIETXR BASE' UNIT RESTRICTED TO 4'-0" MAXIMUM. },^Y ONE THROUGH ELBE ONLY. (ONE PIPE ENTERING AND ONF PIPE EXITING SI-RUCIORE) XVDO T- A COPY OF THE ORIGINALSEALED AND SIGNED( 'DRAWING ISON FILE IN THE CENTRALOFFICE. SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD CP R E C S 7"{ BASE UNITS REFERENCE (5 SHEET 1 OF -1 REVISION (DATE. VIRGINIA. DEPARTMENT OF TI?ANSPDRT.ALION 302' 103.11 08/17 - - DI-5B� B "F} W -a" NOTES 11 DEP rH OF INET (H) TO BE SHOWN ON PLANS. THE "H" DIME N SHOWN ON THE STANDARDS LAND A A ON �r TH � SPECIFIED ON THE PLANS WILL BE MEASURED FROM, w THE INVERT OF THE OUTFALL PIPE TO THE TOP O A A �1►jII P THE STRUCTURE. PLAN H" DIMENSIONS ARE APPIROX.. L a D THE ACTU 1 ¢-J ONLY FOR. ESTIMATING- PURPOSES At'! .SAL Z DIMENSIONS SHALL BE DETERMINED BY THE CONTRACTOR FROM FIELD CONDITIONS. SECTION A -A &WHEN SPECIFIED ON THE PLANS THE INVERT IS 1TO BE SHAPED IN ACCORDANCE WITH STANDARD IS -I.. SEE 3`5" COLLAR, HE COST OF FURNISHING AND PLACING ALL 3 _D", DETAIL A - ittCLUDEDSiNNTHE B@ PRICE FOR TTO THE HE STRUCTURE, S' 0" B I o 4.IN THE EVENT THE INVERT OF THE OUTFALL PRE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE DITCH PLAN MEDIAN PLAN 3' D'" INVERT OF THE STRUCTURE SHALL BE SHAPED WITH OF WATER THE TO TRUCTURE. REVENT STANDING HE CSTOOFPOR1DfNG #5X5' -O" BARS X MATERIALS INCIDENT STEPS 20 REQUIRED STEPS TO THE AND PLACING: ALL AL N B -B TO THE SHAPING IS TO BE INCLUDED IN THE B@ j STPD. ST -1 I T ST'D. ST -1 I+ SECTION PRICE FOR THE STRUCTURE. s: ;4 w w"'+1 S. GREATER. FOR DSTEPS ARE TO ETAILS SEEDSTTANDARDIST 1.0" OR WEEP HOLE. SEE NOTE 8: 6.CHAMBER MAY BE CAST IN PLACE, PRECAST, BRICK OR r n 3 CONCRETE BLOCK. SEE 1)1,7 FOR DETAILS. o. o� 3 r T a E R 1T E DITCHES ARE R UI ED N S .WH RE -PAY D DI Q , JO ARE 0 h s 'A" 7 E. T a � � $E DOWELED WITH #4 X 8" SMOOTH RODS AT n - q APPROXIMATELY 12" C -C W ALL AREAS ADJACENT T TO f d � A ABUTTING CONCRETE TO PREVENT SETTLEMENT. IN LIEU OF DOWELS A 2" X 4" NOTCH MAY BE PROVIDED. w i c~n SEE ST'D T -DI -3, 4 FOR. ALTERNATE DESIGN.. w x w r #4" DEPTH.#68, U U #78, AGGREGATE GRATE 8, 3" DIAMETER WEEP HOLE TO BE LOCATED TO DRAIN 8"X6" WIDTH, (GALVANIZED} SUBBASE MATERIAL. 116' MESH HOLE :WITH 12"X12'" PLASTIC TYPICAL. HARDWARE CLOTH WIRE, MINIM WIREIfUTAMETER00.03". GALVANIZED 4TEEL WESH DITCH LINE SECTION MEDIAN DITCH' SECTION COLLAR DIMENSIONS TO BE I/a'" HARDWARE CLOTH ANCHORED FIRMLY TO THE. OUTSIDE LARGER THAN GRATE DIMENSIONS OF THE STRUCTURE. W3 AND W4. 2" DIAMETER BAR EEL SHALL HAVE A MINIMUM COVER 5 JAL REINFORCING ST H H M C R 8. R R .04 BS/FT R 7 L 0 PN WELD N0. 14 BILLET STEEL O�PUX•VXO� � OF 2' AND BE CUT CLEAR OF ALL OPENINGS BY" 2".. BAR g 7,65 LBS/FT F¢ GO qE FGA 1G.CAST-IN PLACE CONCRETE IS TO BE GLASS A3 (ASTM . TO 8E 4QOOr PSI. G O f O PSI). RECAST CONCRETE 15 Q 30 0 P P 4" V,, `X4" GRADE 60) ' pV'� �i N1 � �¢' R 4 STUD SHEAR L2''X2"X „ ``�� 1t. PROVIDED SAFETY SLABS WHEN SPECIFIED ONTHE�� CONNECTOR G� „ I ", I „ O A PLANS. L2/z X2fa Xfa 9 9 DOLLAR NO OR LY LOCATIONS T N IMAL DETAIL A i2.D1-5 I5 TO BE UTILIZED IN GA (GALVANIZED) SUBJECT TO TRAFFIC, ST'D COVER DIMENSIONS AND QUANTITIES. PG -2A MINIMUM H �O p j - _ o PP P ti r @ R N /. � d F 1>� 4 4 O SEE NOTE 7 GRATE BAR E SPACING AC NG H C ART W4 PIPE SIZE H 12" 2i-9„ 15" 3'-0" GRATE TYPE MAXIMUM DIMENSION 18" 3'-4" 24" 3'-10,, A B 30" 4'-5" A I 1%2 " 3" 36" 5'-D" A 111 T, i" ST'D COVER DIMENSIONS AND QUANTITIES. PG -2A TYPEW1 W2 W3 W4 *D DI 02 X Z Ai,A2,A3 31-OV2" 2'-0X'4" 2'-O s,I j._g3I8"e 61, 4." 311 14"l2,_21+ Bt,B2,83,84 2'-9„ 2'-9„ 1'-6VIs„ 11-6%6" 8" 411/2" 411/2" ,_ E 2"-31' 2'-3" T-81J/r 1'-8l/* 12" 9" 91" t9' 2,-8,I 42 5,_6," TOLERANCE ± `/x" XVDO E' SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD DITCH DROP INLET REFEREENCE SHEET 1 OF 1 REVISION DATE 23:3 VIRGINIA DEPARTMENT OF TRANSPORTATION 3022 104.21 CC -12 ROADWAY GRADE IN PERCENT PERMISSIBLE X i CONSTRUCTION a 45 DOWELS, 8" LONG PEIRMISDULE f v AT 12" C C-\ CONSTRU [•TION 5' MIIV. dC r'7 6 0 4 12:1 MAX 5 --L_ z 6 B VDOT A4 GENERAL - ze 12:1 MAX I I I I j HALL EE PROVIOEQ FOR I I uaa-� FNDICULAR CROSSWALK, RAMP -(SEE TABLE J RAMP _ A CSEE TABLE) TRUNC,4TE0 DOMES h. S, NILHIN THE MARKER SEE SHEET 1 OF 5 FOR DETAILS •I.;y / -4n S' -D" MIN _ z 1 -- ---- SHAPE TO MATCH FACE-- % l I OF ROADWAY CURB THE REQUIRED LENGTH OF A PARALLEL RAMP BACK OF CURB 48 :1 MAX ' 6 NO. 5 BARS 20:1 43 : 1 MAX IS LIMITED TO 15 FEET, REGARDLESS OF THE AT INTERSECTION �' • • ANCHOR BOLTS 2'MIN. ¢'s14E4'tn K SLOPE. SECTION A: -A SHEET NUMBER: sE�TION 6-13 - WITH BUFFER STRIP MIN WITH BUFFER STRIP WITHOUT BUFFER STRIP Y f cn y UW ROADWAY GRADE IN PERCENT PERMISSIBLE X i CONSTRUCTION a JOINT v S 8 3 sE�TION 6-13 - WITH BUFFER STRIP MIN WITH BUFFER STRIP WITHOUT BUFFER STRIP Y f cn y UW TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 CROSSWALK S 8 3 6 0 4 Jy 5 10 15 6 14 15 VDOT A4 GENERAL COPPER CLAD - F SU DRE LMI)'TNG AREA OUTSIDE OF TRAVELWAY I I I I qlq>j� HALL EE PROVIOEQ FOR GROUNDING ROD CROSSWALK. uaa-� FNDICULAR CROSSWALK, NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING. SURFACE,PER h. S, NILHIN THE MARKER SEE SHEET 1 OF 5. •I.;y / -4n CROSSWALK AREA, z TYPICAL PLACEMENT Y % l ' ROUND BASE • THE REQUIRED LENGTH OF A PARALLEL RAMP 6 #5 BARS WITHIN A 6x6 ' 6 NO. 5 BARS (o10/10 - 'FU STRIP IS LIMITED TO 15 FEET, REGARDLESS OF THE AT INTERSECTION �' • • ANCHOR BOLTS ¢'s14E4'tn K SLOPE. SHEET NUMBER: WWA NUMBER: TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 S 8 3 6 0 4 8 12 5 10 15 6 14 15 XVDOT ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 203.07 97/16 WITHIN CROSSWALK -LANDING 4anMAx. DIAGONAL PLACEMENT SLOPE "SM \ LtitJC17JG 48:1 i,1A%. LkIDINC 481 t tA/,. 5LUPT SLOPE CURB Jfip _ 7"M IW CROSSWALK CROSSWALK ?°? 370,5 L - n n ' f f I CURB CONCRETE CR6 CN WITH BUFFER STRIP WITHOUT BUFFER STRIP CG -12 DETECTABLE WARNING SURFACE SPECIFICATION REFERENCE TYPE B (PARALLEL) APPLICATION 105 VIRGINIA DEPARTMENT OF 7RANSPORTAII0114 502 NOTES* 1, THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO PRECASTS A3 IF CAST IN PLACE, 3, CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4, THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH)IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE, OTHERWISE, THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR 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, IN THE SECTION ON GS URBAN STANDARDS. 2a ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED W zz ul .A P`o bag pA pts A .A b�p'• b6; a b p, .A A,. A P.p • P..p . n. .-6`• D4AAD SURFACE BASE SUBBASE CG -2 REFERENCE STANDARD 6" CURB` -- RdAO AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.01 WP -2 ADJACENT IRAVLL '_.ANF: - A'_,PTAIj._PAVEMF.NC 'RIDENINA - ;,, -- --r - , : L DrE. OF I x .N(, ,AVE NIL1d I - tA.. L� L lEL IN FICL� TACK COAs THE PROPOSED ^cr,IRJcr011%f Ex+�rG ASPHALT LAY"E_RS . � PRoE.ISLD ASPHA - -- T LAYERS f; -`rvIJJG 5U98FSEPLGPO:aED SUBBASE - COMPA„ T. ) UUiVRADF - - CONSTRUCTION JOINT DETAIL REMOVE EXI71r! Li1_R� J EX TlJn, SUBBASE ,1C REPLACE rE 1ITC PN� J >( ) \SrH\LT V JL!I .� L A'l PROPOSED MINIMUM Yl INCH - THICK ASPHALT SURFACE (CURS.. (SCC N, -,,TF 5) X J1r7dLM 0- I CHL;,: Oz rR AI -R ANECESSARY .rU AJJ1 THE FULL OF E XI_rr G A . AL I a,_ z - AS DETERMINCII BY CC)it (SEE NOTE' 3) -. NOTES, t HAVE " )_'- .i,.; y ( - R' T' 'F" AND. `7E AF-FNOVED' BY HE FNGFNEE:. 1. -ASPHALT PA�!`.MENi 4'JIULNIfJ!: 'BNFL.. IIFl lE A PA!_MENi LL �IGtJ-INV /,,CCC ..NUANCE. Vtl(H CJHREiI v'OOI PL...F-JJR..� f � ., _ T _ F 1,AF � JY T}Jf NAY 'E' fX'Sfln IAV'... ,1 Jl. P ( I I 1( TIP-. l - 'f i5 AFJi U( C � I. f A f f PV (k f l NIDE N 1 IA L I F'' U I ) 2 (I IC URAL NI DESIGN J FOR A 1 c C 7 IN I HF f Ch1 r l DESIGN. N '1 � r� 4 1 IIB AND PROPOSEDP1✓ M 111 HAI I,".AU. F f [ _ F A OF AIN �F. ) F THE J T SJb t F U A MINI UM OF iRr E l T IAL F TAKEN AkONI T Ic CENTER Or THE PI Jr1 INT RAVEL LANE T) DETERMINE 17 I YPF ,.rlD THICKNESS, Or EXISTING FAVEMF",IT, LAYER_. THI_�t .,ORES.. `..H%ALL BE SPA.,JU_!VO 4,!aRE MATIN 500.F.c�1 A4'A", T. - - -1 o,- 1- - .-"I _,' T J ^A ASPrA T SURFACE - of-IRSE T:) MATCH THE 4 r r: !' INCHES AND f? F P...0 Shc(F .1J 3 L of C.. C 4';- THE A J�::E y f 7RAtr-I FINE SHALL P. E' +A�t I C� 't. HII5JII4U.. 7. FT'1 0 7 /? � t _ J E _ .. PROPOSED PAVEMENT V,11DENING' SURFACE COUR_�,_, UNLESS 'WAIVED, BY 1+-1E' ENGINEER. 5, THE HENGINEER FIAT' --REQUIRE THE MILLING D_- TH OF THE EXISTING PAVE%,"ENr - TO BE ALJU3 YED TO ACHIEVE AN ACC _P iABI,.'F. AC. EMEN' l CPQ'S-SLOPE I I'�`"''6R. SURFACE riA(DA ., AND � E„ E 1 L J 1 r, CXISIING PAVEMENT MARI'dNGS AND MARIiEi s `A'IThCN THE PROJECT I_1111,1119; SHALL BE RESTORED SUBJECT ':'D TI -IE APPROVAL OVAL O Tk-E --'DIG +CER. - - ' N` IRSIREQUIREMENTS n yr::,;. HAI .fl (JNTS II•IAL 16A.11..,! U Pq..;.MCht7 T�.F.Iry SHCd:L f :hVFUkPd TO THE ,,-OF SECTION ,5". 0 - T.HF. f E I. ICA.. HONS ... r 1. f D - - - r: - - - , 1 T TI I J... (.ti1oN� � r 7, Ir r It r M iaTr )r C. „c.rt A ,A'_L .,F. "I I :-I �I. � I•' 'rI �;F 'IN „";co,,r,AN .T. ,vn" THE tr.(, t. uslNc A 10 I .,,, r >T Aic>r -515 Of TIq_ �,VDC3T SPEC Fl-CA-IONs. SPECIFICATION ASPHALT PAVEMENT WIDENING REFERENCE ' ROAD AND BRIDGE STArJDARdS. - - - - _ SHEET 1,OF I REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 3!5 303.02 - VIRGINIA DEPARTMENT OF TRANSPORTATION CG -12 2' I - 5` i 2' I �{I (_--200 S)ECTION .:--C, - SEE NOTE 5 D67EC7ABLE ,+�•. WARNING. (TYP) 9' WIDE MEDIAN WITH 7" WIDE CUT -THROUGH TYPE M2 VARIABLE PTS ,. 144I SEE NOTE 5 � VARIAHLE`�-`--'-- €� I Mn -48 1 SECTION D D BEE MOTE' c ut _ CURB 5x5' �--�--� Level Area (`dirt B j DETECTABLE WARNING'. 'TYP) M,rr REFUGE ISLAND WITH RAMPS TYPE R11 cLJwf D �. N DETECTABLE 5' WARNING (TYP) ----------------------------- Min MEDIAN WITH RAMP REFUGE ISLAND CUT - THROUGH TYPE M1 TYPE R12 NOTES T. FOR' GENERAL NOrCS ON THC DETECTABLE V IRKING. StJRFACE, 12:1 Max. RAMP 4 : ... L..Y '12:.1. Mai,_ RAMI'-..'� SEE SHEET I OFF 5. III 2. CURB SHALL BE SHAPED TO MATCH NE FA E OF ROADWAY CURB. --7-- "- .5. SEE -ROADWAY PLAPd:S ,'r OR MEDIAN AND -REFUGE ISLAND DIMENSIONS 4. RAMPS AND CUT TFiROJCRS SHALL BE A4fGNED WITH QRQSS'WALK,S. r 5, THE RAMPS AND CUT THROUGH''a. SHALL BE INSTALLED AND PWD FOR. AS SECTlvu A-f� 4' HYDRAULIC CEMENT CON RETE SIDcWAI. IN qi C.ORDANCF Wr(H SECTION SEE' NOTE, 5 OF 1'HE ROAD -S BRIDGE SPEC IF CAIIOPJS EX ,1'✓AIIUJ OF M.,Vf RIAL FOR. THE INSTALLATION Of THE SIDEWALK SHALL BE INCLUDED LJ THE PR IC k" BID FOR 4HYDRAULIC COVEN,' CONCRETE SIOEWALY.. n.011l FIFROUGH LESS THAN 6'IN WIDTH SHALL, NOT HAVE DETECTABLE WARNINGS INSTALLED, I ED. lvcjcl r CG -12 DETECTABLE WARNING SURFACE PEGIFIG,-�TI�N REFERENCE ROAD AND BRIDGE `>:TANDNADS SHEET 5 of 5 REv151or: DATE MEDIAN AND REFUGE ISLAND APPLICATIONS 105 293.,Oy 7/12 VIRGINIA DEPARFUENT OF TRA.NSPORTAI OIJ Ci 2" R CG -6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE, 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI JF PRECAST. 3. COMBINATION CURB & CUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB & GUTTER SHALI BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT, b. ALLOWABLE CRITERIA FOR THE USE OF CG -6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS, A T A G p P P A G 8 st� I 2'-0" THIS, AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTANNED. SIPECIFICATION\/ REFERENCE COMBINATION 6" CURB AND GUTTER ROAD AND, BRIDGE STANDARDS 105 REVISION DATE SHEET 7 OF j 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 20103 CONDUIT STUBS TO BE INSTALLED TO HEIGHT OF ANCHOR BOLTS / 1� #8 BARE GROUND WIRE PANTOPS MOUNTAIN ROAD PAVEMENT SECTION A� 1.5" ASPHALT CONCRETE SURFACE COURSE, SM -9.5A B 4.0" ASPHALT CONCRETE BASE COURSE, BM-25.OA C 8.0" AGGREGATE BASE MATERIAL, VDOT NO. 21A �D 2" (MIN,) TOPSOIL AND SEED E VDOT STD CG -2 OR VDOT STD CG -6 APPROVED SUBGRADE USROUTE 250 (RICHMONDND ROAD) PAVEME N T SECTION MATCH EXISTING HAND HOLE -#8 BARE GROUND WIRE POLE GROUND LUG WI FEMALE 1/2" x 13 NC THREAD POLE BASE W/LEVELING NUTS & 1" GROUT (MIN.) NOTE: POLE BASE IS TO BE ONE CONTINUOUS POUR. 6" PORTION OF EXPOSED CONC. BASE ABOVE GRADE SHALL BE HAND RUBBED SMOOTH, PRE-FABBED CONC. POLE BASES WILL NOT BE ACCEPTED. (ALL BASES MUST BE POURED ON SITE). POLE SHAFT POLE BASE WITH 1" GROUT CLAMP SUITABLE FOR DIRECT BURIAL _ GALVANIZED ANCHOR GROUND BOLTS & HARDWARE SURFACE #8 BARE ADDRESS COUNTY COMMENTS TEAM 08/17/18 GROUND WIRE I �,� I���T � � --' �r �� �, °x`' �' " ENGINEERS SURVEYORS PLANNERS ---�` Po BHX 4119 3040 LiVCil101e sgl,(Te Pl. Lynllburg,vr\24502 CT1,"ttesville,VA2:_'91I Phove: 434.316.6U8U Phone: 4349342'700 CONCRETE BASE 3/4" x 10'-0" SET REV. NO. 2 ADDRESS COUNTY COMMENTS TEAM VDOT A4 GENERAL COPPER CLAD (4,000 PSI) GROUNDING ROD 2'-011 DRAWING NUMBER: C-1 z ELETRICAL CONDUIT ' ROUND BASE • 6 #5 BARS WITHIN A 6x6 ' 6 NO. 5 BARS (o10/10 WWF "CAGE" �' • • ANCHOR BOLTS AINTAIN 3" MINIMUM SHEET NUMBER: WWA NUMBER: CONCRETE COVERAGE ON 6x6 10/10 WWF PLAN"CAGE" SCALE: �- ALL BARS 2,_O„',�__ NOTE: SECTION CONTRACTOR TO TAKE SPECIAL CARE DATE SHAFT CAP, ARMS, BASE FLANGE, SHEET REVISION BY TO ENSURE CONCRETE POLE BASES ANCHOR BOLTS, LEVELING NUTS, ARE POURED ABSOLUTELY VERTICAL CONNECTION, HARDWARE, BOLT AND LEVEL. COVERS, HANDHOLE COVER, AND GROUND LIGHT POLE PER N.E.C. BOLT CIRCLE TEMPLATE SHALL BE FURNISHED BY POLE MFGR. NOTE #1: SITE ELECTRICAL CONTRACTOR TO COORDINATE LOCATION OF EASEMENTS, UNDERGROUND UTILITIES, AND DRAINAGE BEFORE DRILLING POLE BASES. (TYPICAL) POLE BASE DETAILS 1 ADDRESS COUNTY COMMENTS TEAM 08/17/18 I �,� I���T � � --' �r �� �, °x`' �' " ENGINEERS SURVEYORS PLANNERS ---�` Po BHX 4119 3040 LiVCil101e sgl,(Te Pl. Lynllburg,vr\24502 CT1,"ttesville,VA2:_'91I Phove: 434.316.6U8U Phone: 4349342'700 DESIGNED BY: DMJ PROJECT: WESTMINSTER -CANTERBURY OF THE BLUE RIDGE - MINOR AMENDMENT PANTOPS MOUNTAIN ROAD ENTRANCE IMPROVEMENTS ALBEMARLE COUNTY VIRGINIA SET REV. NO. 2 ADDRESS COUNTY COMMENTS TEAM 09/20/118 DRAWN BY: DSe DRAWING NUMBER: C-1 TiTLE: ROAD AND STORM DRAINAGE DETAILS DIHR BY: HFW SHEET NUMBER: WWA NUMBER: ELLE NAME: DI SCl PLI NE: SCALE: DATE: N0. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE ............ .............. Sta rmwater Inlet Computations (Design Storm = 4.0 inihr $ , SSS ... ........ ........ ......... .. ... ......... PI_ANNNr� S, Date: 810912018 HYDROLOGY CURB INLETS CURB SAG INLETS ONLY GRATE INLET ONLY STORM SEWER DESIGN WWA PROJECT NUMBER 21501 1.1 1 COMPUTATIONS COUNTY Albemarle DISTRICT DESCRIPTION Westminister-Canterbury Entrance Improvements c AREARUN- ......... °H ISP �� �:, ll 0, WinLie. iD. I �2, - p A. Z141's, -Ia INLET Z z 2 J hill ' rsl� 2 • �rON�r� 41-n 0 I- U Cr C STORM SEWER DESIGN WWA PROJECT NUMBER 21501 1.1 1 COMPUTATIONS COUNTY Albemarle DISTRICT DESCRIPTION Westminister-Canterbury Entrance Improvements SHEET 1 OF 1 AREARUN- ......... °H ISP �� �:, ll 0, WinLie. iD. I �2, - p A. Z141's, -Ia INLET Open Channel Design Worksheet . ......... ....... ..--__. ....... ..._..._ ....... hill ' rsl� 2 • �rON�r� CAPA- FLOW DRAWN BY: KTM G�t, eStCiCSeC�Cc##+T3i Entrance I3CfelenS DRAIN OFF CA TIME ............. ........ ............ .......... .. ELEVATIONS ......_..... . .. ._ CITY O . Ei.#i£44liTa' .......PC 'TOP' INLET INLET DEPTH INLET No, POINT p "A" COEF -i G1 TSLOP n (FULL) (FULL) REMARKS ELEVATIONS WWA Project NumbeCx;21 : .'i DISCIPLINE: c+�� DATE: 06104, � 18 INCISE- ACCUM- MIN i CFS UPPER LOWER NO. � ■��= IN MENit CFS 'MR ..... SEC ............................................... By: ....... ......... : SVS ........................ ........... . ........ .... X 2 ........ ULATED o END u 4- _ Zl r 2 'rANRS',, _ D REMARKS 2 3 4 5 6 7' ... ....... 1 11 .....: : 13 14 15 16 `L��TE 1 Date:, 5/2112018 22 01 EX -1 0,94 0.49 0.46 0.46 7.30 5.8 2.7 435.13 ........ ....... .......... ..... 15 0.013 10x3 �sO._.._. 4.2 499.13 4.00 ... .__. ........ _ ......... _ ......... ..... 0;12 ..... 0.11 OA 1 5.00 6.5 0.7 U3 511.54 54,00 O. P 0.00 15 C7 20.5 1� 7 3.2 521.9.0 Incremental !tel c A RS 2� Sloe Channel -- Allowable 0� .- € - 10 -Year Maximum Se went iD � Incremental a Drains e � (min) I2 (in/hr ) Q(cf$ ) 2 (ft/ft)`` Geomet Liner Material V ax R2. n Velocity Veloci I �� (infhr) Q�� (cf�) Depth (ft) Channel Remarks (Ac:) (fps) fps) Depth (ft) Incremental Accumulated b Z, Z2 CC_1 0.41 0.26 0.11 0.11 6.90 1 4:59 O�53 0.100 0x0 3.0 2.O -2 0x33 0.050 STORM SEWER DESIGN WWA PROJECT NUMBER 21501 1.1 1 COMPUTATIONS COUNTY Albemarle DISTRICT DESCRIPTION Westminister-Canterbury Entrance Improvements SHEET 1 OF 1 AREARUN- ......... °H ISP �� �:, ll 0, WinLie. iD. I �2, - p A. Z141's, -Ia INLET Open Channel Design Worksheet . ......... ....... ..--__. ....... ..._..._ ....... hill ' rsl� 2 • �rON�r� CAPA- FLOW DRAWN BY: KTM G�t, eStCiCSeC�Cc##+T3i Entrance I3CfelenS DRAIN OFF CA TIME ............. ........ ............ .......... .. ELEVATIONS ......_..... . .. ._ CITY `SEL . Ei.#i£44liTa' .......PC 'TOP' INLET INLET DEPTH INLET No, POINT POINT "A" COEF (TO (110) TSLOP n (FULL) (FULL) REMARKS ELEVATIONS WWA Project NumbeCx;21 : .'i DISCIPLINE: c+�� DATE: 06104, � 18 INCISE- ACCUM- MIN 1N/HR CFS UPPER LOWER NO. � ■��= IN MENit CFS 'MR ..... SEC ............................................... By: ....... ......... : SVS ........................ ........... . ........ .... ... ....... ......... ........ ULATED END END -01 am N Zl 2 'rANRS',, i1 2 3 4 5 6 7' ... ....... 1 11 .....: : 13 14 15 16 `L��TE 1 Date:, 5/2112018 22 01 EX -1 0,94 0.49 0.46 0.46 7.30 5.8 2.7 435.13 ........ ....... .......... ..... 15 0.013 10x3 �sO._.._. 4.2 499.13 4.00 ... .__. ........ _ ......... _ ......... ..... 0;12 ..... 0.11 OA 1 5.00 6.5 0.7 516,34 511.54 54,00 O. P 0.00 15 b 20.5 1� 7 3.2 521.9.0 Incremental D3 c A Tc Sloe Channel Allowable 2 -Year 10 -Year Maximum Se went iD � Incremental a Drains e � (min) I2 (in/hr ) Q(cf$ ) 2 (ft/ft)`` Geomet Liner Material V ax R2. n Velocity Veloci I �� (infhr) Q�� (cf�) Depth (ft) Channel Remarks (Ac:) (fps) fps) Depth (ft) Incremental Accumulated b Z, Z2 CC_1 0.41 0.26 0.11 0.11 6.90 1 4:59 O�53 0.100 0x0 3.0 2.O -2 0x33 0.050 4.00 145 5,96 0.60 0.32 1x00 , SCD -2 0,35 0.012 0.00 0.00 5000 104 6.621 0.153 0.0 r i -2 € .04 1 0.050 4.00 0.94, 6x54 0,027 Oe09 4.00 D*Wh /<.;.. 6 0;61 OA2 I , I0 0,1 5.00 5x04 0.4 Oxo 0 tx0 4aBl I6x ED�2 0n I 0.050 4,00 6.54x4 0.2.4 Oo / i' ->-'.: .. ,;;. ;..:..: N:':.. STORM SEWER DESIGN WWA PROJECT NUMBER 21501 1.1 1 COMPUTATIONS COUNTY Albemarle DISTRICT DESCRIPTION Westminister-Canterbury Entrance Improvements SHEET 1 OF 1 AREARUN- °H ISP �� �:, ll 0, WinLie. iD. I �2, - p A. Z141's, -Ia INLET RAIN RUNOFF INVERT hill ' rsl� 2 • �rON�r� CAPA- FLOW DRAWN BY: KTM FROM TO DRAIN OFF CA TIME FALL Q ELEVATIONS HFT IIIA MANNING's CITY `SEL TIME 'TOP' INLET INLET DEPTH INLET No, POINT POINT "A" COEF (TO (110) TSLOP n (FULL) (FULL) REMARKS ELEVATIONS (H) 485 DISCIPLINE: c+�� SCALE: H: 1`50' V. 1,v- 10 DATE: 06104, � 18 INCISE- ACCUM- MIN 1N/HR CFS UPPER LOWER NO. � ■��= IN MENit CFS FPS SEC FT FT MIN ACRES C ME IT ULATED • ! END END -01 am N i1 2 3 4 5 6 7' 8 9 1 11 12 13 14 15 16 17 1 19 20 21 22 01 EX -1 0,94 0.49 0.46 0.46 7.30 5.8 2.7 435.13 494.26 34.70 0.0251> 15 0.013 10x3 3.4 4.2 499.13 4.00 D1 D3 EX -2 0;12 0-90 0.11 OA 1 5.00 6.5 0.7 516,34 511.54 54,00 O. P 0.00 15 0.013 20.5 1� 7 3.2 521.9.0 4.90 D3 10+00 10+50 11+00 PROFILE VIEW: EXISTING STORM DRAIN STRUCTURES EX -3 TO EX -5 EX NEW GRADE GRADE ® (� ® CL PIPE PIPE ■IN TEAM o8J17/1I8 °H ISP �� �:, ll 0, WinLie. iD. I �2, - p A. Z141's, -Ia �nNiiw� DESIGNED BY: SST PROJECT: WESTMINSTER -CANTERBURY OF THE BLUE RIDGE -MINOR AMENDMENT PANTOPS MOUNTAIN ROAD ENTRANCE IMPROVEMENTS ALBEMARLE COUNTY VIRGINIA hill ' rsl� 2 • �rON�r� • m1@�7[I>•� DRAWN BY: KTM �I1Will 495 1MM TITLE: STORM DRAIN PROFILES AND CALCULATIONS DIHR BY: HFlN 490 -1111■��i� III,I�11111111■ SHEET NUMBER. 12 of 2 WWA NUMBER: 215011.11 485 DISCIPLINE: c+�� SCALE: H: 1`50' V. 1,v- 10 DATE: 06104, � 18 IPA In��ai, NO. � ■��= BY MENit r■ms s' • BY DATE MIN • ! 1�l�>i�•]iM111 • ! M����-WAWA�WM M1111111 IMMI -01 am N . 10+00 10+50 11+00 PROFILE VIEW: EXISTING STORM DRAIN STRUCTURES EX -3 TO EX -5 EX NEW GRADE GRADE ® (� ® CL PIPE PIPE 10+00 10+50 PROFILE VIEW: NEW STORM DRAIN - PHASE I STRUCTURES EX -I TO DI NEW GRADE 0 PIPE ! • FM_�1i>_ur • �• ,►moi U_ii-MM 490 49(0 10+00 10+50 11+00 PROFILE VIEW: NEW STORM DRAIN - PHASE I STRUCTURES EX -2 TO D3 NOTES; 1. SEE DRAWING NUMBER C-8 FOR STORM DRAIN ALIGNMENTS. 2. CONTRACTOR TO FIELD VERIFY DEPTH AND LOCATION OF ALL UTILITY CROSSINGS PRIOR TO CONSTRUCTION OF STORM DRAINS. SEE NOTE 9 ON DRAWING NUMBER C-1. 1 ■IN TEAM o8J17/1I8 °H ISP �� �:, ll 0, WinLie. iD. I �2, - p A. Z141's, -Ia �nNiiw� DESIGNED BY: SST PROJECT: WESTMINSTER -CANTERBURY OF THE BLUE RIDGE -MINOR AMENDMENT PANTOPS MOUNTAIN ROAD ENTRANCE IMPROVEMENTS ALBEMARLE COUNTY VIRGINIA hill ' rsl� 2 • �rON�r� • m1@�7[I>•� DRAWN BY: KTM �I1Will 495 1MM TITLE: STORM DRAIN PROFILES AND CALCULATIONS DIHR BY: HFlN 490 SHEET NUMBER. 12 of 2 WWA NUMBER: 215011.11 485 DISCIPLINE: c+�� SCALE: H: 1`50' V. 1,v- 10 DATE: 06104, � 18 IPA In��ai, NO. � ■��= BY MENit r■ms s' • BY DATE 10+00 10+50 PROFILE VIEW: NEW STORM DRAIN - PHASE I STRUCTURES EX -I TO DI NEW GRADE 0 PIPE ! • FM_�1i>_ur • �• ,►moi U_ii-MM 490 49(0 10+00 10+50 11+00 PROFILE VIEW: NEW STORM DRAIN - PHASE I STRUCTURES EX -2 TO D3 NOTES; 1. SEE DRAWING NUMBER C-8 FOR STORM DRAIN ALIGNMENTS. 2. CONTRACTOR TO FIELD VERIFY DEPTH AND LOCATION OF ALL UTILITY CROSSINGS PRIOR TO CONSTRUCTION OF STORM DRAINS. SEE NOTE 9 ON DRAWING NUMBER C-1. 1 ADDRESS COUNTY COMMENTS TEAM o8J17/1I8 °H ISP �� �:, ll 0, WinLie. iD. I �2, - p A. Z141's, -Ia _ ENGINEERS SURVEYORS PLANNERS AS� S Po Box 4119 3040nvemore`J'gmreP1- 1. nchbnrg.VA24502 C1aI.ne ,i11,, VA 22911 Phone: x34.316.6080 Phone: 434.9'84 700 ".v: `.'✓nS,JCI2. DESIGNED BY: SST PROJECT: WESTMINSTER -CANTERBURY OF THE BLUE RIDGE -MINOR AMENDMENT PANTOPS MOUNTAIN ROAD ENTRANCE IMPROVEMENTS ALBEMARLE COUNTY VIRGINIA SET REV. neo.- 2 ADDRESS COUNTY COMMENTS TEAM 09/20/118 DRAWN BY: KTM DRAWING NUMBER: • C ® 1 TITLE: STORM DRAIN PROFILES AND CALCULATIONS DIHR BY: HFlN SHEET NUMBER. 12 of 2 WWA NUMBER: 215011.11 FILE NAME: 501111 C-PP-2.dwg DISCIPLINE: c+�� SCALE: H: 1`50' V. 1,v- 10 DATE: 06104, � 18 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE I I I I I �r �l / 1, I __l , , , , , - - , r - /� l ) I ') -`i V I \ ) , , ,Y. , If , , / A�__ I , /! � I -� / / , � / , 11, / " ', � / - __ I ,// __,_ I" // / _l /I I I ) / /��,/ , / / // I / , / /li�,//// 11 � I , , "I ,/ � �1/ , I / 1, I � , I , 11 � I /1 I I _�_ 1, I / / / / / / " / - " 'l/ , I � � � I - " , / / " / E I , , , / _J� , - ,/ � / , 4� / 41 1 9 / I � - , , / � I 11 , , , it/ t/ � I C�l , // " , I /_ I 11 1, , / �, " / - � z/ - � , / I , I �' , �l i� I " �, / I j , 0 ), / - - "I \ I , ,/ , , I" I I 6 o - � - , I / �, 5 . " � -1 '/ , 1� I , , , , I I , I I /� �/ I \ � , 0 , , , , � \ I I "_ / , , , ,. _�' / 1, I I \��, , / I - � , ,/ , I ,�_- - " � �� / ,\, �, 1� \, \ - , \ / / / ��- /) - - �l � "� 1\ I \ , f �,f ��_l , , -\ , / , , - / / / 1, - �_'ll , I _17�\ - - I " - I � -,- I I- ____ - ____ �7_ __'�� � \ , EN � �� i. ----- --- _,_____ - � - 11\ \ / � \ I I � 1' __ \' " /I , \ 1� � ) -1 I � � I, _____:� -.-, - " , C \1 I I \ ,�'d 0 \\\ 1'\ )� � 1\ � , ,& \ / \ , I 1, , I ,I -) I -- L_--- � ,I � - ,\\ � 'V �,'\\ �`\' � , � - �\' " � --- � '\'� , '� - / � - � , (_1 � " I I I \•\\ \1 f - --- - - - - I , __ j I I /­\ \ I � \ \ _­ z \ � / � ,/ \, / ��_ \ \\ / \ -�,/ 1� V - - � -1, " 1\ I \ �_,� \, � ��l �_, � I ) � - -"---, I/ (� I � - '\1 � / , III , \ \1 -- - - - I � --, \ , / � I - , \\ - , __�_ll -- - - \ __\`\ - I- - - , - . / -lj,-,r - -, / � /I � I / � / 'I, \ - __/,_ - / I I - - �/� \ rj 11 , \\ I ____ _4_1( / // - , I \ \ I - D '-1 \ \ \ \1 I 1\ I � , , - _,/ -,) / - " (I III \ 11 / _� _? 11 j �\ � \ 1, \�, ,/ ___ l__j _f /__ 1;;/ � -) � // / I - - -- - - - - - - - \ � \ \ I / - �_ - - /_ ,\ ----I -Ij 1)\ \- � I \\I--_______:�� (I \ " � ____ -_ " I ,_ / ( ' �II -L_- - I I � � - - � A f \ C� 0 � � - ) ,- I - --_l / , ----�__ a , -, �_ , / 7 J / \, � - - 1 � L�- mu ��' � � -_--\,--� I - ,/ - -,( ,--- I __ '---- J, - - - - - I __ ______ - , -I 1, - 1, \ � ,� " � I , - - - ��_ _/ r-� __j __ -- I �l 1'\,"'� � �, _j I /_ - _f - - __ __ __ _-- --- - - --a 013 � /• , I - - - _,::� -) - - - - _-!, 1 I - I'll - � , /I - - --- / _- ,­�,--� - --r-\( ��l � ,,:� -- _�7 - -- -- -- - T - - I II , - ,_ I - _� I � � - - __l - , I \/ ) - ,,,,- \ I - - - ) / - - - _7z_ - � "I � -- -- - -.-- - - - __ I --- j \�l I if I - � 4 I ! �\ I•\ I \ ) I -- - ;�/ - I = � - - � - __ - - - __ :�7__ - - -- J, - - %"I __ - - __ - I - - - -- / � - I // - I - " - - __ il- - I / I � \/ , ) - ->I __ - - - - I -_ tl - -- ­�__�� __ - - - ,r"___1 -J,- , �:"��j �_ - / / I - __ -------- - - - > ( --' -1 - - - I I � , / _,�l // - - I-- ____ - 11' -- -- - I -_ ; I I --- - - - , I - -T \ --- _ _ I- - - " . - - - - - � I I --JtlL-�_)__- -- ( --, f-- / � I --- , - - - - I � \ 1 -, I / ----- -\ \ , -- - - - , - / , - , - � -,/- - // _­_ <��, -��`; - - // V � --------- r__ \ / :7� _� - " � __ , _� - �,,,_,,_ -",:, / / --- _�., --- // - / - -- / / / _,�yam// � " / , I z \ -_ - - - / I . _�� - _; - -1 - - A-_ - - 0 / \ \ / // / f � , , � / / _� / / � , /I � / /------\t--- / \ � / / - , / I / l/ X I , ,�_ --, � \ / I 1, � , \ \ I - , j -----7'--------'- - - / / I' �, I 11 110I I , - , , / , I � ­ ;` - -- / "---- // / ,/ / ,,-A " \/ �` , - /, / /, - � /, -, /I /� __ j,---\,- , / / / � Y / W ' ,,, , - // / / �� I ,/ / ____ / �l /, I/ .. I '. / , " �` , /,/v �-- - z ";l , � I - I/ . 11 " / / /, r \, / f � - A / 1, , , , /11 ��, - I : , I I , � . / / / // -/ " r-11 - --- � ��, , /1 _ , /xl/ ) � L-- ___ -- - , - I , " �l , , ,/ , � \ , / I , , ,-' ", I � 1, , / " I I I I I , 1/1 I , � � � � ,�l \ 11:1 " / " ,�_� / C-1 I \ I I ,� / / " , � ,� � I 11 I 11 \ - , / , '. �1_ ,//, \ I- I C __---- -,, / , , , , / 7 I" \ 11 , I/,/ ­ - - - _v - -i \ , > 11 // � I / / l '/ �' 1 7 - - - - - - - 1�� , "/--, Z� , ,>--- -1 J��--- , - I - \ ,�l \// I 1�_ \ / I I , '/' /, \ \ I - - -, l ,,, ��:�� � , / , - f I I / I 11 . " I I � L- , , " � ,(� , � - 1� / I I / / / , I " � /" ,_ >I- , , I I , , , - , , , . , - - I / ( , 1 / , � \ , , - �, �z , - / / "- � , , / / , ,�,- - , / , / , -- \ __ I . '. , , \X,,. � , , I I � - It , I / �/ I/ / /I � // Al / /I ,� / I / __ - __ - I " ' II / , I _� �/'/ ­ 1, __ - / " I/ 11 / / � � I/ I X I / ( - - " I / , I I \__ , , ,r---- I /I I /I I , / ,/ /� " 1, _� - I I / / / , , , .. - Z " �, - / --- / / I , .1, - ,�l I I / �, ) � /. / I - / / / / I I", / /" . , I ,. I I., - \ - / '. , / / 1, / ,f,� :�,-�"­ ,� _, ,�/ , I / , - I - - , I - - - , / / I I X" \ . I - I \ - / / //I , I- // /I-- / / ,/ /I // // -) �l "., \, I / '. /I , / / , \ / �f .i / / / / - z/ � - - __ - � j- / / / 1, / /' / / /' , � /_ 1� , V .-,/ �/// ,/ / I / I / �1. I I __ - � , "-(/ 11 / / I I / � _/ // - �;i/// / ",,/ / / I � / I , � I 1 1, I .. - ,%/ , ­\ � * / // � � I - , � / - ", / / / \ / \ / / / - - I , , // ') ,� I 11 , I If , e �� I ,_, [ , \ \ - - - Z, I // / / / / / , , __ // 1� /I , � T 1, 1\ I �l , / / / / ") 1" " , /o / S 1. . � I - I / � I - - 1-1 / " / / , I \ I / � / / 1\ // ll� S �� , //, /, MAPLES TG,BE REMOVED \ ,��l / / / / \) /I '--, " -/- / / / E STING , _/ i - / /, - - I - 1� / ,/ ��/ ,, // ,/ �� /, 41, , , I / ,--- // /I � // / -)\ �l I /j / \ --- / , , / I I I , , , I / 1, V / / , ; /I / ! /'/ � I / ; / I � I , �/ �l - , / --- ///.� /I / / r 1� ____ --- _-, I - A . , -, / -11 j , 11 � -- -_ ` � - - - - / / / / / /// / / J- I , / //� -- - 1� 1 / / I / I " / / r I / I �., 1, -- - - / // // // _. . / / , �/ / , , I ___________________ -_ I �,_ ''I . f / I - � -- � , - / 11 I �, �_ -- - - / ,/ . / /,�* / (/ I , , LINE -_ / / / , / ,�// / I , /I � � V � / I _� , PROPER / / I / / " // -- // I, / r� / �l TY LINE - -- -- - / /') 11 -11 , / vi, I � I / __ _ --- -_ I/ / � I/ / / / )_\ i //� I I /11 - � 1� - - -_ - -_ -_ - , / / / / , / / � // 1I - I �, ,� //j I I 11 - I - -- - - / / " _ I / / I '.. I �,1�1� I i I I � --� 1� _. - � ____________._ -_ - / - - - �' 1� I , ____________ , /// / / // I �� I � - I - / / / / � I � If/ I � I, --, ---------- __ / "I / I I / / -- - - -- - - -, / ------ -I- / / / I it /-4 , I I11, - ____ - __ , - //, / -_ - - -- - -,// / // �/ // .� ') �11'11� 11 � i/Y/ I ( ,�11/1--__ _/ / . - 1, I ! y�" 1� d - - -- / / // - _____ - // y / , ,/ � I / , ,l I I " 1 � , I " i \ I \\ \ - -- -- -/,Z-- -------- --- --- - - - - - / , / / �� , �, 'ji �, I " � - -- _-- -- - - - EXISTING / , / __ - - - / � � ,,, I ( I , 1, i �j \ ", , \ I �_ __ -�� �-,__�-�_ - c, --------- - - __ ��__ l U x �i - _(� - - - - - --- 1 - - - " I //" / / I/ il" � , I , " �� I � / I\ \ ! ,\ I 1, ( �l -1 - - - - -- -- - -- - - I / I I I / / I , � li , � \ �! \ \ -7 -- - EXISTING TREE LINE/ -L-------- I , � - - 1) � __ 4 F_ - - -- - - - - - - - -- -_ - / / / / // / - , INI i I ,�j I � 11 \ ,� - ) EXISTIWQ'Q _WNWEALTH�SfGg -------- - - - _�:�_ - , - I' / �_ ; � - � - - - -- -- - __��_ --------- // / - I / I / ,/ ,/ ) � I - I'll, , \ � \ \ � I /___�_ -- - � _,M �- ------- ____� _:: - / / ,_ / / I -M /I I � \ ,--, - //' I -_ -- I / -,// / � / I 11 . I ll� - , - � �\ \ " \1 - � - .1 7,-,)/, �_ _____ __ - - , - � / - , M AND�LANDStA __�__­� - - � / - / __ - _/ - - - - - - - )L_ - - ) - -7� - - - 1� - - -4 � I " , -- 'I,- - - PING, -A-\- ,� - - � �-_,� / / � , , - - - - ,)- _J�,J_ t� " , I � ___l _// --------- __ ,- __ - � I I / / 1 If f 11 8, \, "I - , � / ( X - --- ---- � - " / ���� I I � " - z/ / ,,-, / , / � I I ,i, , � , , �, , -n -, / ------- " - --------- --------- 1--_-1-:�f 11 ,'� I I �� , �/ / I I - __ ____ --- I I , �\ \ . �Lz ­ , - _( __ __ --- -- - __ _/ j � - 4_________,,�l_ ----------- / __ /__ ---------- - - �� __ __ - I , - ---- - --- - z � - N � \_1 - -1 - - � - , /_ -,-- - ___ _� " �11_�'_lil _____ __ - --- / , --4- I - v / / I i , I \ �, - ,\ ­,� ,�� ___ - - - -1 , - - , I1_:-�-- - -_:-_� : __ --- - - - EXISITNG SIDEWALK- � - - - - - - // I I/I //-)-) - - - - - �� I - )IM __ ___ �l __ - - - - _____ ____----,_ 7_ _ ---------- _ ,*\ , --,- - --- - - - - - ) - -/- -� - -,I INN, 11 1_�l -- - �I , 11 - --- - __-__ / \ - -- - __-_ -- -- --- - ____ --- - ) / / � � I � 1, ` A I \ \ I I 11 --- . - ___- - - ------- - --- -- - - - \ I I 1 � � T N - ,� C-1 - ____­�, -_ - 7_��­_--=-,` - -- -_ I / � V, __ --� - \ " \ -- - - _��L _� - - -_ TO BE REBUILT ' / I , --- - Z� - _ ---- - ___ - - I - I il ( VN� 11 , Iv , - - -).- _- - _,7---------- ___ � � f ,\ � \ __ :�__- - - -_ _____ - - ----- - - --/' , ,� / __ �l lq� __ __ __ - - - ___ \_ �,�� ', : I � _:�__ - - -- -- - -:1 -- - - - - -- - - 0- �, - ) �Z-�/ , ; I , I 11 -L- __ __ __ __ _ - ____ - _____ - ------- - __ __ - , - N_�/ - J_/_-, / / � - ". ff I ,� I, 11 - - - - I ! / � - El �l I I I __L - - ___ - ___7�_ - - ____ __ --- --- - - __'�_ --- -1 ,, L , __ _­� L � __ - - - __ __ 1 _)l �- -- // - - /___/_ " - -- - - EXISTING STORM SEWER--=- --L - l -/ ,, / , / 11, -__ - -- A - - _____ -- _____ ____ - _____ - -_ -- I------- _____ ____ ,�_-_L _ 11 - -1 1� (", '��, -- , ------- ______ - ____ - -_ ------- _____ , I _S j - t- _j __ I- - I - � 161 _\ - _91!i� - - t, - - ____ - - I - - - --- - - - / � I� \ I *" N, ______ - - __ � --- - - - - �j � \\ �,\ " -- - ______ - - I �>/ I d /� \ \ � " 11 --- - - -- - --- -- - - - - I I / I I" /,- --- --- __ I /� 1, 161)lw� - - --- __ - � I I � / - �� , I - \ - -:- �� , .__��,_ - -- - -- - - - - - - -- - , __ I - I , �L � - - - - V , 11 Y /71 /x/ \ �, / I I �_/ , - \1� � I ` I �', - , \ , , \ \ _\ - , r\" ", --,- - -- I TRAFFIC -A".-E - --- --J- , --:- - I "\ C\ -T , , - - --/I'- - �o - 1_':��6/_'_ __ , - \ 1'1� /_- 1, ­ � ,� , joj�ww --I" _� � � 1___�__ TO BE RELOCATED "� - - C,�_ I,/ / I a wo I I )I, -- ,", __ __7_1�11 - - i I PROPERTY LINE \\', 1 I , __ - \, \ ,;,� - \ I �� I 1, 11, . \ - - \ _l__;- � i 1, � -1 \ I- Ig -- \ . \1' "I "\ " , I - I I I � KEY PLAN: EXSITING CONDITIONS 1,19.11 I = 11�111 Ell RELOCATED TRAFFIC CABINET PROPERTY LINE ROUTE 250 ENTRY "/ , I / / I \ / ,/ / \, , , 1, I/ / , / / , I ­- , I ) 11 / ` � / " 1, / I - , / / / " , / i - I , � I I . / , " , I / ,/ ,- I I I , I/ - - - " I , / / 11 � \ I , I \ -1 /1_ � ,z / / // / �_ , . I - � , �l ,.z - I V I \� 11 , / I � � ��� I � , , �l � �� � , - I � /// -1 � - -I- � I / ,'I\ I - \�\\� - - "I 1\ -, � I /' / ,\\ � _� , / , , , � I I ,1- ___ I I , I , I I , I �l ./, I / / / / " z I -- -_ r ,', �, 11 I , / �l __ 1, \ / '�" \ I I, I I I ! I I / /,% " z -_ -- "I \ \\ 1\ ."I/ /' -, - , \ 0 / \, I _�_ � . � I , , /_ I _1�1__� , /I ,\ - \ , - " I I ______ I 1 "511 \ 11 � � - - _\ \ �, - � \ ,�� 1� , I I , \ I � I \ � �, ��_ \ / , , I " , , ---"- --__- - - I _r- - � \ ( \l � � ,---- ____ , � � I [\l\ I \1 �-- - _ I, , \ Il � ,\ I � , - - � ��! \'�, � I � \ ( i I � I ,� � \ I � ( � 1, / �) � � � � / / ��,, I' I � 11 � i � � 1, / /I \" , I I , , / I �� � I/ _r ! / `\�/ / ,� \ I / / \_ // ,_ ,/ / -\, // "/I " �l / _1 ___", / / /\, / /_ " . 1, ,/ / / /,, ,/\ ( j /-- - ___ III / 1�_ / 1// / -- � , I I / _____ C / I I , - / , ,2 � / S ,/ , I 1\, , - , // , � //��,/ - ) // I / ��/ I -_r / -J/ -1 , -le / I � f I / / -, \\ ,-( / � I , '. _f _/_ // � 1\1\ , \ ___ // __/ I � I \ \1� / -_ 1_1 I --- .;ll � / ,:�) I ---I __ � /' _,'/ / I/ / � ,�--�,;"'­-, "/ / , r- -11 - - - / W_ _ I , __ /I ___ �l - �l -1 ,111 I-) -,-' - ----T' - __ --- - /f_______ - - ,�l -1,11 �,/ _ I'- _____ �11 -_ -, -/ ( -- -- --�- T_ _f�� - --- -------- _�;-"-_ --- -------- - - "I -- I , � ___ I - , -mac /I I/ /I I/ �� / // / / , Z / / -1 / / /41 / �' / / I , /// / \\1 // / // , ,/ , ,�,� /I / / � � " / / / /I / / I -C // / I , I / / , ,/ ,_i, PROPERTY LINE "I" �', x " "', - � / ,� C� I" I ---- I/ I I I �l -, .1 llz� 11 l // � "I "-/, , \ / � Z 11 . I/ - __ z I,-- I , // -------- / /I /I�,_, _,�-��/, -lr-1-- I \� "I I I/ � �-� 11. Z "I", " I / I/ ( ,� � / - __ _( // , / / " "', --- I / ,/, , � '/ //, /" // / - , / , / - ( �, /�, /',/ / /� I // I , / ", / /� ,", / " , lrl�' 11 ,/ /�, / ///l I'll I/ , , - (� ., / , " , 'I" / / , // � / - I,- __ - / // / / ,/ //" y \ , . , , 11 / , `-, " / - , I \ -,----- // /// / " ,/ / // / //,// /"/, / ! , / , / , ,fl' � I I 1, , I/ I, , - _/" /, / I // ,/" /� // / / \j �/`/,', / / I / / 1� ------- ( / I/ " '/ I ,, - - 14-i , / , I 1) I / I I I \ I-< - _�/ / / / �/ / / /, / / . , , " / / __ ,---r / / I / / /' l/ / / ) /,-., , , / - , , , /, , I L_ '),r-', " / / / , / - � // ,/ / , , I " / / / " / / / ,�, / I , z / / / / � I / + ) t I I / / / / / ///,) / / " / /I / , / / ,/ // " / / / /�_ , I , / /l I / / / / / / / //, I / / , I / / / /' I 1, 1, 1 I I. / / / / / / / / / ) I I ", I .Z --/F / / / / / / / / / / I'/ / / 1,7 " I � / I I, � / � / / / /) I, / / / I /I � / / / / / I- I I I / / / / / / / �-, # I- - I / ) , - � I - - __ / /// / / / / / / I / / / I - / I / / , l ,\ \ I ,� / / / , , / / / I \- ) � I 1 f ,I , .1 �i' ii, __ - / / 1 / / / f If � - - / i I 1\ - - / /� / / , / / / I , I � / I / / � I I t 627 �[' ' � / / // I / / / L��I_i __ - il, / I/ / 11 1- � / / / �/ / / 3 - - I ( �l I- 1� I _! - y _/_ I -) - I - �f _�� - - - , I i� I I �-/ / I/ /I / ) ;I 'j _// / / I / __/ I �� 1� 11 - �) I // 11 / / -)l � - '- / / / / l(/ / - - /?� f � , " � ii , " j !I ) / / V / 1 / // �,/l I / I'll, / - I / - / , , / I " I / , I ��) il i , I , - / , K, It � � I I -- ��_ - _----- I'3 -��_/ __ - ______ � . I / 1_' ", , / , I / / 11 / 11 / , , , I , , , I , � EXISITING GATE HOUSE _____ I / \ / , \ ," /, _�- "� � -_---:---'/ / ///__ I./ - , . _�� /« 11 - 0 _ - - - - - - - � - - _, ,I I'll � i� - � " 11 I � I - , , ", - ---- / / � � � / / I I � //1 _j �I I I - I �__ MAT C HIL I N E I I - I I i , - � hit ll� "-,;-I--- , I , -- - --- �11 z I -- I , -------\- - � ,\ / , � I , � I I I ., - - \ � \ � I�� ! I I I I , zl z //,_ -- �, ,-- � 17 ,,�,,,, _� -- / 1, I / 1 ;l , , 0 / - , - I I i I r -r \ . I I , I - -- , . I X_�" � I I / ,,.-,� , / I . I "'�, . / - -_ ,� /// / � I / ", \ / , w 1�1 / I FUTURE ENTRY \D,, I 1 �; / " �/­ � - , I�Z' / FU ROA / / ".. , /,Z� ... � �_ //l // � , I 1, . / . - \ " , , �, (1, , SEE CIVIL DRAWINGS ' 1, " ",/// '... 'l 11 .. - I // � \ " 11 " I 11;l / 7 " \ , / , .... " ,� 1� \ / I �, / � // � �,,_,l .- ,/ " //, / I " \. I // // / / IIrf � I / I I /// - - I / i - ./ ///'- 1'_ ,/ z , I I / "" _\ _// I I I / /�,f I I . I / __ , / //�// / // /� / / . ! " \, .1 //,, / //// 11 , / . i � // ,�, /" / � z / ,* �/ // I I I �,�// / � \ ,x -- , / /// ,,',/' ,1-1, I f \ - I . / / r / / I � 1, I //I, / / I/ , \ \ ---------- ____l // " / ( / / ", //'( � �, 1\ -_ -_ I " - ///, / / "k / - , /, , � -- - -- - - - I''// , , I � �l �_ \'�__ -- -- -- - -- - - - - ----- -,- / / , I I -_ -_ I / 1 / / I , I / A I/ f7 -_ -1 - -- - - - - - -_ -_ -----------------' I'I __'__`, -- l/ - -.--- I I - �I,' - - __ __ ____ - 11 \ �l 1, - _____ -- - -- -- -- -- - - -- - - -- I / � \\ \ \ I " - _C________ - - - ___ 1\11 ,) 1, )'l_j ­1� ) � - - - - _(I __ __ - ----- \ -/Q A � - - - - - - ____ _____ - -- -- - -- - -- - �i \\ 1, \,\ "I � � � .1 I � , __ _)" _( - - --- - _____ ------- _____ \ " , " __ I � / --- --- - - __ - - - - - - - , - - - - / ) - ______7___ ':� � - - z - I - - - - - _____ - , I I - / ______ - ,\ I ,\\ \\\ , I_ ,/'-- - - - - -/- - - j I ( _ � --- __ - _ ,\ __ __ I- /I ______ /I I � / , __ - - ------- - . \ �\\ \ ____---F-� - ------ __ __ I - __�i___ --------- - - --- I - - - , . - _­ - __ - - __ - - _�_ -_7 - - --- '� ­ _ ____ _____ ----------- _____ ____ __ - - __ _­____ - __ ____ ____ - ____ - __ - \� -��\___,,:::�_:�� __ �1� 1, - �1\ - ______ - - -------- _____ ___ ------- - ____________ - -� -1 - - __ - - - � - - __ - - I � , - \�_ - - - - - - - __ - - __ __ 1� __ - --- ----- ---__ \ fy�Lnl;�,_,_ f V_ . - / I --- --- - - -) I )� I ... I - - '---- ____ --.-- , ----- - __ A __ - __ -' "I ", _ ___ 1 EXISITNG SIGN \ 1 " \ \ , � I .PROPERTY LINE 1', \ , \ I I , I . -\ PROPOSED NEW ENTRY WALLS , � 11 , I � , \ 1, I \, (BOTH SIDES) , , � \ � I I \ I , PROPOSED WESTMINSTER ENTRY\$IGN I \ \ \ 0-0 02.09.18 pricing set , I � I � I / i rev 1 pricing , � , / I , I � 00 rl% rev 2 review , I I , / / � 6.04.2018 SUBMISSION , , I / 0101% "i 10 m moo W- _____ I / \ / , \ ," /, _�- "� � -_---:---'/ / ///__ I./ - , . _�� /« 11 - 0 _ - - - - - - - � - - _, ,I I'll � i� - � " 11 I � I - , , ", - ---- / / � � � / / I I � //1 _j �I I I - I �__ MAT C HIL I N E I I - I I i , - � hit ll� "-,;-I--- , I , -- - --- �11 z I -- I , -------\- - � ,\ / , � I , � I I I ., - - \ � \ � I�� ! I I I I , zl z //,_ -- �, ,-- � 17 ,,�,,,, _� -- / 1, I / 1 ;l , , 0 / - , - I I i I r -r \ . I I , I - -- , . I X_�" � I I / ,,.-,� , / I . I "'�, . / - -_ ,� /// / � I / ", \ / , w 1�1 / I FUTURE ENTRY \D,, I 1 �; / " �/­ � - , I�Z' / FU ROA / / ".. , /,Z� ... � �_ //l // � , I 1, . / . - \ " , , �, (1, , SEE CIVIL DRAWINGS ' 1, " ",/// '... 'l 11 .. - I // � \ " 11 " I 11;l / 7 " \ , / , .... " ,� 1� \ / I �, / � // � �,,_,l .- ,/ " //, / I " \. I // // / / IIrf � I / I I /// - - I / i - ./ ///'- 1'_ ,/ z , I I / "" _\ _// I I I / /�,f I I . I / __ , / //�// / // /� / / . ! " \, .1 //,, / //// 11 , / . i � // ,�, /" / � z / ,* �/ // I I I �,�// / � \ ,x -- , / /// ,,',/' ,1-1, I f \ - I . / / r / / I � 1, I //I, / / I/ , \ \ ---------- ____l // " / ( / / ", //'( � �, 1\ -_ -_ I " - ///, / / "k / - , /, , � -- - -- - - - I''// , , I � �l �_ \'�__ -- -- -- - -- - - - - ----- -,- / / , I I -_ -_ I / 1 / / I , I / A I/ f7 -_ -1 - -- - - - - - -_ -_ -----------------' I'I __'__`, -- l/ - -.--- I I - �I,' - - __ __ ____ - 11 \ �l 1, - _____ -- - -- -- -- -- - - -- - - -- I / � \\ \ \ I " - _C________ - - - ___ 1\11 ,) 1, )'l_j ­1� ) � - - - - _(I __ __ - ----- \ -/Q A � - - - - - - ____ _____ - -- -- - -- - -- - �i \\ 1, \,\ "I � � � .1 I � , __ _)" _( - - --- - _____ ------- _____ \ " , " __ I � / --- --- - - __ - - - - - - - , - - - - / ) - ______7___ ':� � - - z - I - - - - - _____ - , I I - / ______ - ,\ I ,\\ \\\ , I_ ,/'-- - - - - -/- - - j I ( _ � --- __ - _ ,\ __ __ I- /I ______ /I I � / , __ - - ------- - . \ �\\ \ ____---F-� - ------ __ __ I - __�i___ --------- - - --- I - - - , . - _­ - __ - - __ - - _�_ -_7 - - --- '� ­ _ ____ _____ ----------- _____ ____ __ - - __ _­____ - __ ____ ____ - ____ - __ - \� -��\___,,:::�_:�� __ �1� 1, - �1\ - ______ - - -------- _____ ___ ------- - ____________ - -� -1 - - __ - - - � - - __ - - I � , - \�_ - - - - - - - __ - - __ __ 1� __ - --- ----- ---__ \ fy�Lnl;�,_,_ f V_ . - / I --- --- - - -) I )� I ... I - - '---- ____ --.-- , ----- - __ A __ - __ -' "I ", _ ___ 1 EXISITNG SIGN \ 1 " \ \ , � I .PROPERTY LINE 1', \ , \ I I , I . -\ PROPOSED NEW ENTRY WALLS , � 11 , I � , \ 1, I \, (BOTH SIDES) , , � \ � I I \ I , PROPOSED WESTMINSTER ENTRY\$IGN I \ \ \ 0-0 NO DATE ISSUE 1 02.09.18 pricing set cl�_ 02.20.18 rev 1 pricing 3 00 rl% rev 2 review 4 6.04.2018 SUBMISSION im 0101% "i 10 m moo W- 921 .2018 SUB 3 - r%000 L..L- ui z ^100 �lc 2: 0- - W - 10 4k F_ 1 0 - 1 6 � I 0-1t,00 LJL > Co Lij (n U) W �- z LJL U) < o o NO DATE ISSUE 1 02.09.18 pricing set 2 02.20.18 rev 1 pricing 3 05.16.18 rev 2 review 4 6.04.2018 SUBMISSION 5 8.20.2018 SUB 2 6 921 .2018 SUB 3 I 11 1, \ (BOTH SIDES) NOT FOR CONSTRUCTION KEY PLAN: ENTRY CORRIDOR - NEW ISLAND SCALE: 1" = 30'-0" L -KEY 00 Ir - 0 N T_ N 6 z < �lc 0- - W F_ 1 0 - 1 6 � I 11 1, \ (BOTH SIDES) NOT FOR CONSTRUCTION KEY PLAN: ENTRY CORRIDOR - NEW ISLAND SCALE: 1" = 30'-0" L -KEY (1)"ULMUS 'ACCOLADE' /PLACED 2.5,7,'B&B/, AS/, f (1) ULMU$'A�COLAbE 2�-- B&B, AS PLACE (7) THUJA OCCIDENTALIS, --7- -S� - - - - - - - 3-10' B&B, 9'0.C. y --j j -Z - - -- J�i f _T ------ -- ------- ------ - ------------ - g RELOCATED TRAFFIQ)CABINET -7 7 (1-6)ILEX VOIMITQRIA-NANA 5 GAL.-,'T0/.C`. 0LII II A SITE PLAN: MAIN GATE SCALE: 1/16"=1'-0" JA' i----- - - - - ------r-- ------- '/ 4 - - - - - - - - - - - - - - - - -- X V �4/ 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - Z (3) ULMUS'ACCOLADE 2.5" B&B, A,5'PLACED v/ 4 'YF rl -7f ji _21 4D /-A V RELOCATED POLE LIGHTS. POLE LIGHTS MEETALL REQUIREMENTS OF ��/ + j ;/ /--------- __---LIGHTING ORDINANCE. ---------- ------------- P/ SOD UNDERPLANTING (3) ULMUS'ACCOLADE'. 2.5" B&B, 50'O.C. 4, _7 /SIDEWALK , -------- RELOCATED FIBER OPTIC JUNtTf0N_,-BOX (4) THUJA OCCIDENTALIS, PROPERTY LINE SOD SIDEWALK NEW ISLAND (79) ILEX VOMITORIA 'NANA' 5 GAL, AS PLACED, PLANTINGS TO BE MAINTAINED AT HEIGHT NOT TO EXCEED 30". ........... 12.5" B&B 50'o.c. 9'o.c. .......... ......... . . ......... - :5 gal. 3'o.c. PLANTING SCHEDULE: STREETSCAPE AND SIGN N7S NOTE: EACH (OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BEA FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO) REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL. DISTRICTS AND AWAY FROM ADJACENT ROADS. THE ;SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURALAREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOT CANDLE. NOTE: ALL S17E 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 THIE OVERALL HEALTH OF THE PLANT NOT FOR CONSTRUCTION r0w NO DATE ISSUE 1 02.09.18 pricing set 2 02.20.18 rev 1 pricing 3 05.16.18 rev 2 review 4 6.04.2018 SUBMISSION 5 8.20.2018 SUB 2 6 9.21.2018 SUB 3 m 1 P 1 I / / 1 I 1 / I � � 1 'j,1 1 R 1-5.10- � \` ------------------- 2 02.20.18 rev 'i pricing 3 f 117% rev 2 review 4 6.04.2018 SUBMISSION 5 8.20.2018 (4) ULMUS'ACCOLADE' 2.5" B&B, 50' O.C. BRICK ENTRY WALL AND PIERS SEE 2/5.00 ELEV. ,,,I,) BRICK PIERS r 1 ) SITE PLAN: GATE HOUSE SCALE: 1/16"=1'-0" HTS NOTE: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAIL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURALAREAIS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOT (CANDLE. NOTE: ALL SIITE 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. ►o I a 101' W019A 0164 1 NO ©ATE ISSUE 1 02.09.18 pricing set 2 02.20.18 rev 'i pricing 3 f 117% rev 2 review 4 6.04.2018 SUBMISSION 5 8.20.2018 SUB 2 6 9.21 .2018 SUB 3 Lu LjL CID UJI Li Ud NO ©ATE ISSUE 1 02.09.18 pricing set 2 02.20.18 rev 'i pricing 3 05.16.18 rev 2 review 4 6.04.2018 SUBMISSION 5 8.20.2018 SUB 2 6 9.21 .2018 SUB 3 m OR NEW ISLAND WESTMINSTER CANTERBURY SIGN SYMMETRICAL, - SIGN LOCATED IN DOUBLE PANEL ALL PIERS TO ALIGN ACROSS ROAD RELOCATE VDOT BOX BEHIND WALL- / ELEVATION ENTRY SIGN L5.0I i / / �; _ - _ _ r' // - ` CONCRETE FOOTING LIGHTING PLAN SCALE: 1/8" = V -Q" ELEVATION: GATE HOUSE SCALE: 1/2" =1'-Q" ELEVATION: MAIN GATE SCALE: 3/8" =1'-Q" O 102.67 ; rya - TW 101.6/ TP BP 99.82-,,1 TS 103.53 TW 101.17 TP 104.17 , BP 99.54 TW 101.67 TP 102.67 BP 99.21 NEW SIDEWALK CONNECTION PROPERTY LINE NOTE: GATE DESIGN IS SYMMETRICAL ACROSS ROAD PIERS, WALL, SiGN AND LIGHTS ARE MATCHING DESIGN mmiff MEM 0 0 N ARC BRICK RETAINING WALL, CAST STONE CAP BRICK PIER WITH CAST L5.1Q STONE CAP, TYP. EXISITING COMMONWEALTH SIGN PROPERTY LINE iL5.1Q 14'-2" 7'-1" ENTRY SIGN L5. 10 CAST STONE PANELS WITH CAST STONE SURROUND, PINNED PAINTEDALUMIINUM LETTERS, 3 COLORS NOT FOR CONSTRUCTION NO DATE ISSUE 1 uj pricing set ,2 02.20.18 rev 1 pricing 3 05.16.18 rev 2 review .4 6.04.2018 SUBMISSION 5 8.20.2018 SUB 2 6 9.21.2018 SUB 3 Uj > Lu cf) LLJ Cn z Lu 0 NO DATE ISSUE 1 02.09.18 pricing set ,2 02.20.18 rev 1 pricing 3 05.16.18 rev 2 review .4 6.04.2018 SUBMISSION 5 8.20.2018 SUB 2 6 9.21.2018 SUB 3 �4I m VARIES, SEE GR im 1 1'-0" 1 8" 1 T-0" I M *212= i i SCALE: 1" = V-0" SIGN LETTERING SCALE: 1 1/2"=1'-0" CAST STONE SURROUND 5" PINNED LETTERS - ON CAST STONE PANEL CAST STONE CAP, B #4 @ 12" O.C.Co 8" X8" CONCRETE PIER W/ (4) #5 VERTICAL r' & #3 TIES AT 12" O.C. =icv BRICK PIER " JOINT TYP, RAKE JOINTS, TYP. NO 187 HECKMAN ANCHORS EVERY THIRD COURSE HORIZONTAL, X 1'-4" M�� ��� 32" O.C. HORIZONTAL, TYP'., i ATTACHED TO CONCRETE jWALLM - - 1,. CAST STONE CAP A WITH S.S. NO. 12 SCREWS I CAST STONE BASE COURSEPIER BEYOND 1/2" CHAMFER AT TOP EDGE Co BRICK WALL, TYP. CARRY STONE BELOW GRADE ot BW VARIES, SEE GRADING L5.0 #4'S @ 8" O.C. BOTH WAYS EMBED IN FOOTER #4'S L HOOK T RETURN r CONCRETE BLOCK OR FORMED ;ETE BLOCK OR FORMED INTO FOOTER MASONRY LEDGE AS REQUIRED IRY LEDGE AS REQUIRED 12" O.C. ° s i „ #4 @ 12 O.C. TRANSVERSE REINFORCING @ //, >, #4 @ 12 O.C. TRANSVERSE REINFORCING @ TOP AND BOTTOM 211TOP AND BOTTOM ° 0 0 (5) #4 LONGITUDINAL REINIFORCING ® (5) #4 LONGITUDINAL REINFORCING AT TOP AND BOTTOM AT TOP AND BOTTOM 0 0 0 0 1'-0" Qin 11-011 i SCALE: 1" =1'-0" CAST STONE CAP BLACK PANTONE 286- CVU (BLUE) CAST STONE SURROUND CAST STONE PANELS BEYOND LETTERING, JOINT LINES OUITLINE INDICATES AREA: 12 SQ FT. (NOTA BUILT LINE) 1., 2 N r=,ir A� 11-611 CAST STONE PIER CAP SCALE: 11/2" =1'-0" i C) 0-) O L CN °Yfi clfo Lli z ZD uj 000-0 O NO DATE ISSUE 1 02.09.18 pricing set 2 02.20.18 rev 1 pricing 3 05.16.18 4E 6.04.2018 rev 2 review SUBMISSION 5 8.20.2018 SUB 2 6 9.21 1018 SUB S 00 04 CO 0) Lu W 0 z 5.10 LANDSCAPING AT WALL TO PROVIDE SCREENING AT LIGHT FIXTURES (7) IN GROUND VISTA PRO 1185 LIGHTING SYMMETRICAL AT WALLS MAIN GATE LIGHTING SCALE: 118" = T-10" \�Ilf PROFESSIONAL fe It\. OUTDOOR LIGHTING SPECIFICATION SHEET MODEL :. Architectural FIXTURE SPECIFICATIONS: Type: Model: Project: �N S DOOR: LIGHT DISTRIBUTION. I%Ie-Cast, lova CO p; er Content, i- 360 al;Arninilnl. I GSt anGcltZed €y P. If Very Narrow Spot VNS (NE€b1A 1x2), Narrow Spot NS (NEMA 2x2), (hard anodized) and po'uvde coated for rraxirrivirr, corrosion. protection. Modiurn Flood MF (NiENIA 4x4), :.and Wide Flood WF (NEMA 6x6). Captive stainless steel tasteners affixed to a verritilated door. Inner vents REFLECTOR: allow hot air to escape from around optic housing while outer vents a€lovv Soecular or semi -specular optics designed for maximum, performance and cool air to enter fixture housing, uniformity. Very Narrow Soot VNS optic incorporates an internal source FIXTURE HOUSING: shield to elim4,iate' unwanted glare outside the bearn paverr.. Compression -molded, glass -reinforced polymer for strength and high UV LENS/SEAL: stability. Molded i^nth integral junction box. UrAoody construction allows for 1/4" thick tempered pressed clear glass sealed with a solid molded silicone superior door and Optic housing suppW, J-bo)x comes standard .with two gasket. ':�4" NPT bottom B34 tapped holes. %14"" NP_': frront F34, '" PPT side S34 WIRING: and 3/4" NPT al': A34 conduit entry holes optior:lai (Consult Factory). 3' 18/3 outdoor -rated hard usage cable standard fcr non -dimming ND OPTIC HOUSING: and Phase Cut TRIAC (12M/ only) dimming PCT fixtures. 3' 18/5 outdoor - Die -cast A360 aluminum. Finned for maxinnurn (heat dlsapation. Type rated hard usage cable standard for- 0-10V dirnming 010 fixtures. Cable III hard ano&zead and Henderlubed for in2:Xitnufm corrosion protectior, exits fixture housing throucih a 'IO•uid tight cable fitting. Optic and driver compartment separately seaie=d while being electrically DRIVER: connected. Integral CUL listed LED driver, either non-dimrnable ND or dimmable. DRIVER COMPARTMENM Dimming: 0-1 OVDC 010 and Phase Cut TRIAC (120V on,y) PCT Options Irliection r'•'lolded PPS for nlaxlmurn corrosion pkrotectlon. L)rIV^�''-r avaliable. Multi -Volt MV "20V -277V driver :nput Standard, compartment houses electronic LED driver arid', thermostat v,;hich cuts ACCESSORIES: power to fixture in abnormal ambient tem'peratture conditions. Driver T05 - Tilt Optic 5', TO10 - Milt Optic 10', T015 - Tilt Optic 15', T025 - compartment is cornpletesiy epoxy potted to protect electronics from Tit Optic 25', DF -- Diffuse Filter, LSF - Linear Spread Filter, RBK - Rebar moisture. Bracket Kit, STIR Sia ;•less Trim Ring, and HS - Half Glare, She d. DOOR FINISH: Dichroic Lenses: YL -Yellow, RL - Red, BL - Blue, GL - Green. Durable powder coat finish available. ;n Glossy (Gray, Slack, Archltec-tura. MOUNTING: Bronze, Darn Bronzy-•. Verde,. Powter, Architecturrll Blick, Granite, Fixture surtab':e for' direct 'r_)l<ria' i'a earth or poured corer• to applications. Light Bronze, Special Bronze, Terracotta, Rust, fFlunter Green, Mocha, CERTIFICATION: Weathered Bronze, Weathered Iron, and White:. Custom Po;^.der coat C: ETL US wet location listed. IP68 finishes available an request. LED: All Vista luminaires are MADE IN THE U.S.A. Cree) C:XA i 830 COB driven at 350mA, 500n;)A, or 620mA. COLOR TEMPERATURE: LED's are Offered in 2700v'K., 3000'K, 35 0°K, 4(00WK, or 5000'K CCT ANS; whits 4 step Creetkl East WhiteT111 bins TOP VIEW FIXTURE A NTS v,^ F34 ' 3E.!rrvr Y," MPT FRONT TAPPED HOLE (2 FLCS) OPTIONAL FRONT VIEW SIDE VIEW MOUNTING HOLE r4 PLCs) STANDARD FOR OPTIONAL. 3?L13AR MOUNT BRACKET {RESKj - - . ICNSj HOLE STANDARD M W NPT BO. OM TIPPED HOLE STANDARD BOTTOM VIEW IS. s,a�tz-ia� Vista Professional Outdoor Lightling reserves the right to modify the design andlor construction of the fixture shown without further notification. 1625: Surveyor Avenue • Simi Valley, CA 93063 • (805) 527-0987 • (800) 766 -VISTA (8478) FAX: (888) 670 -VISTA (8478) • email@vistapro.com • www.vistapro.com 0 PROFESSIONAL DOOR FINISH OUTDOOR LIGHT-It'dG COLOR TEMPERATURE SPECIFICATION SHEET 1185 MODEL 1185 Architectural Series * inround & Well Lights LAMP SPECIFICATIONS > LED: m Fixture aiming achieved via a series of tilt optic lenses and patent ® High limen output LED powwered for high efficacy pending magnetic aiming system. • Cree® CXA 1830 COLS drivein at 350riA, 500rr1A, or 620mA ELECTRICAL: ® 2700'K, 3000°K, 3500"x, 40(M'K, or 5000'K CCT ANSI r✓bite 4 step a Constant current 350mA, 500mA, or 620rnA out;}ut driver. Cree@ Easy White"I bins. ® Multi-.)o;t MV 120V -277V Universal input. ® SQ02000 DelrverF_`(E Lumen!3 • 3' 18/3 Outdoor -fated hard UsaC)e cable .standatd. for non-dirnaling • 15-25 Watts fixtures and Phase Crit TRIAC PCT dirni-ning'iytures. OPTICS/AIMING: 3' ':815 cutdoor-rated hard (.;sage cable standard for 0 11 OV dirnIn! rig ® Sr:•ecu€ar ersen?i-specular n r by:s y_Icsigned for rr,aximlam I ertarmarlce fixhire s. and Uniformity. 50 - 5000'K o Very Narrovv Spot VNS (NEL)A 2x4), €Narrow Spot NS (NEMA 2x2), Medium Flood MF (NEVA 4)x/1), and Wide Hood INF (NEMIA 6x6). FIXTURE ORDERING INFORMATION TO ORDER FIXTURE: Select appropriate choice from each column as in the following example. MODEL DOOR FINISH DISTRIBUTION COLOR TEMPERATURE DELIVERED LUMENS 1185 GG - Glossy Gray TC - Terracotta VNS - Very Narrow Spot > A - 800-1200 010 - 0-10V B -Black R -Rust 5 30 - 3000'K B - 1200-1600 T015 -Tilt Optic 15' HS - Half Glare Shield Z - Architectural Bronze HG - Hunter Green MF - Wdium Flood 35 - 3500'K C - 1600-2000 M - Mocha WF - Wide Flood 40 - 4000"K LZ - Light Bronze WB - Weathered Bronze A34 - All 3/4" LSF - Linear Spread BL - Blue Lens 50 - 5000'K 1185-VNS not available G -Verde WI - Weathered Iron with B & C lumen (Consult Factory) P - Pewter W - White C0 packages. BR - Architectural Brick SB - Special Bronze GT - Granite VOLTAGE LENS DIMMING CONDUIT ENTRIES ACCESSORIES MV - Multi -Volt CX - Crowned Clear ND - No Dimming B34 - Bottom Sia "' T05 - Tilt Optic 5' RBK - Rebar Bracket Kit (120V -277V) AX - Anti Slip Clear 010 - 0-10V (standard) T010 - Tilt Optic 10' STIR - Stainless Trim Ring 5 8.20.2018 PCT - Phase Cut TRIAC T015 -Tilt Optic 15' HS - Half Glare Shield 9.21 .2018 SUB 3 (120V only) F34 - Front %4" T025 - Tilt Optic 25' YL - Yellow Lens S34 - Sides 3/4" DF - Diffuse Filter RL - Red Lens A34 - All 3/4" LSF - Linear Spread BL - Blue Lens (available as an option) Filter GL - Green Lens 0 (Consult Factory) LUMEN OUTPUT PACKAGES VVa€s "Lumens Vista Professional Outdoor Lighting reserves the right to modify the design andlor construction of the fixture shown without further notification. 1625 Surveyor Avenue • Simi Valley, CA 93063 • (805) 527-0987 • (800) 766 -VISTA (8478) FAX: (888) 670 -VISTA (8478) • email@vistapro.com • www.vistapro.comii8'u .33.77 fLNEINUMOUL&A E NO DATE ISSUE 11 02.09.18 pricing Set 2 02.20.18 rev 1 pricing 3 05.16.18 rev 2 review 4 6.04.2018 SUBMISSION 5 8.20.2018 SUB 2 6 9.21 .2018 SUB 3 .1! 00 T_ 0 T_ A�V> M 0 C0 .1!