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Home My WebLink AboutSDP201800023 Plan - Revision 2018-10-17CHARLOTTESVILLE ALBEMARLE SPCA SITE DATA: TAX MAP PARCELS: 45-86, 45-88 PARCEL AREA: 8.88 ACRES ZONING: C-1 COMMERCIAL(45-86), R-6 RESIDENTIAL (45-88) OVERLAY DISTRICTS: RIO MAGISTERIAL DISTRICT ZONING: C-1 COMMERCIAL (45-88), REF SP201700022, ZMA201700008. SEE SHEET R1.0. SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP 28 IMPERIAL DRIVE STAUNTON, VA 24401 TELEPHONE: 540-885-0920 CONTACT: PAUL HUBER PAUL.HUBER@TIMMONS.COM SURVEY CONDUCTED: OCTOBER 2014 DATUM: HORIZONTAL: NAD83(NA2011) VIRGINIA STATE GRID SOUTH VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA SMARTNET EXISTING/PROPOSED USES: ANIMAL SHELTER UTILITIES: ACSA SDP 201800023 COUNTY OF ALBEMARLE OCTOBER 17 2018 will � V ♦ � I rO O . © © 1 . � d ,. � . �► 4o a eoOO s��1 OR 1 y;%, • % ,� � � p,C* N�oeoov�ape�o�o.. �o�oQ .vo�o�a Q.. , � �.,,,,,�.�� v. Op_..•-�� o`o'�^� �o� VICINITY MAP SCALE 111:1000' OWNER: ALBEMARLE SOCIETY FOR THE PREVENTION OF CRUELTY TO ANIMALS INC PO BOX 7047 CHARLOTTESVILLE, VA 22906 CONTACT: ANGIE GUNTER TELEPHONE: 434-973-5959 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVENUE SUITE 200 CHARLOTTESVILLE, VA 22902 CONTACT: CODY PENNETTI, P.E. TELEPHONE: 434-327-1692 Sheet List Table Sheet Number Sheet Title C0.0 COVER C1.0 ABBREVIATIONS, NOTES, & LEGEND C2.0 EXISTING CONDITIONS C2.1 DEMOLITION PLAN C3.0 SITE PLAN C3.1 GRADING & UTILITY PLAN C3.2 SITE DETAILS C3.3 SITE DETAILS C3.4 SITE DETAILS C4.0 UTILITY PROFILES C4.1 UTILITY DETAILS C4.2 STORMWATER PROFILES C4.3 STORM DETAILS L1.0 LANDSCAPE PLAN L2.0 LANDSCAPE NOTES AND DETAILS L3.0 LIGHTING PLAN L4.0 LIGHTING NOTES & DETAILS L4.1 LIGHTING NOTES & DETAILS L4.2 LIGHTING NOTES & DETAILS L4.3 LIGHTING NOTES & DETAILS R1.0 PROFFERS TOTAL: 21 SHEETS NOTES: 1. VSMP PLAN APPROVAL IS REQUIRED PRIOR TO MIA APPROVAL. 2. VSMP/WPO BOND IS REQUIRED PRIOR TO MIA APPROVAL. 3. EASEMENTS MUST BE RECORDED PRIOR TO MIA APPROVAL. SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT APPROVAL DATE JHo 0 CRAIGW 3. K9FARSKI Lic. No, 0402048507 M E O O M U N V1 N O Q O > E W LU U o Q � o O LU L M Qa � U o� LU = M d � O Cr-, C7 LU (V o x <� 0 a _ C6 Q = U tt U) O N ill M CO J � � 0-1 _ (D 0 0-1 w w U 0-1 z 0 0 CL O c� z 0 a U w 0 z 0 v) w LQ OU OO OO � W W ck�cz co co w o Q 0 o '- DATE 04109118 DRAWN BY 1. WILSON DESIGNED BY 1. WILSON CHECKED BY C. KOTARSKI SCALE Od U (CL V / LU J oC Q w Q m > J � Qz o W W U W JJO J U m J (n Q V LU O �J/ i A JOB NO. 40204 SHEET NO. CO.0 (a 0 �O a� �U) �z �O 0 T � co � E O a) c a) CO C a o =) U O� � N � 3 z N O� �Q x °' (1) 0 w .?, 0 � o 0_ w o .3 o. ro co �N x c: N O O U L i N N @ 0 0 (Al U O O N E Z_ U @ 0 - Y U 0 c N _o @ U -0 7 �N U� N 0 co U co O o� - E L_ U) w 0 z A A AASHTO AC AC I ADA ASSOCIATION ANSI ARCH ASTM BOT BC BLDG BM BOV BSMT BW C ABBREVIATIONS A AREA/ARC IVIEUH AMERICAN ASSOCIATION OF STATE MH HIGHWAY AND TRANSPORTATION MI OFFICIALS MIN ACRE MAX AMERICAN CONCRETE INSTITUTE AMERICANS WITH DISABILITIES N AMERICAN NATIONAL STANDARDS NBL INSTITUTE NFA ARCHITECT / ARCHITECTURAL NO, # NTS AMERICAN SOCIETY FOR TESTING AND MATERIALS BOTTOM BACK OF CURB BUILDING BENCH MARK BLOW OFF VALVE BASEMENT BOTTOM OF WALL C HYDROLOGIC COEFFICIENT CATV CABLE TELEVISION CB CATCH BASIN CC CENTER TO CENTER CIF CUBIC FEET CFS (Q) CUBIC FEET PER SECOND CG CURB AND GUTTER CIP CAST IRON PIPE CL CENTERLINE CMP CORRUGATED METAL PIPE CN HYDROLOGIC CURVE NUMBER CONC CONCRETE CO CLEAN OUT CONT. CONTINUATION CT COURT CY CUBIC YARDS D DA DRAINAGE AREA DB DEED BOOK DI DROP INLET DIM DIMENSION DIP DUCTILE IRON PIPE DN DOWN DR DRIVE DWG DRAWING A DELTA E e RATE OF SUPERELEVATION FT/FT EA EACH EBL EAST BOUND LANE ELEC ELECTRICAL EP EDGE OF PAVEMENT ESC EROSION AND SEDIMENT CONTROL ES END SECTION ESMT EASEMENT EW END WALL EX EXISTING F FAR FLOOR AREA RATIO FC, FOC FACE OF CURB FDC FIRE DEPARTMENT CONNECTION (SIAMESE) FF FIRST FLOOR / FINISHED FLOOR FIFE FINISHED FLOOR ELEVATION FG FINAL GRADE FH, FHA FIRE HYDRANT, APPARATUS FOC FACE OF CURB FOY FOYER FP FLOODPLAIN FPS FEET PER SECOND FT FEET G G GAS GFA GROSS FLOOR AREA GR GUARD RAIL H HC HANDICAPPED (ADA) HGL HYDRAULIC GRADE LINE HP HIGH POINT HR HANDRAIL HT HEIGHT HVAC HEATING VENTILATION AND AIR CONDITIONING I INTENSITY (IN/HR) ID INSIDE DIAMTER IN INCH INV INVERT IP, F, S IRON PIPE, FOUND, SET J JB JUNCTION BOX K K SIGHT DISTANCE COEFFICIENT L LAT LATERAL ILL LOWER LEVEL LCG LIMITS OF CLEARING AND GRADING oil MECHANICAL MANHOLE MILE MINIMUM MAXIMUM NORTHBOUND LANE NET FLOOR AREA NUMBER NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OH OVERHEAD P P PERIMETER PC POINT OF CURVATURE FCC POINT OF COMPOUND CURVE PG PAGE PGL PROPOSED GRADE LINE PI POINT OF INTERSECTION PL PROPERTY LINE PMF PROBABLE MAXIMUM FLOOD PRC POINT OF REVERSE CURVE PVI POINT OF VERTICAL INTERSECTION PVMT PAVEMENT P&P PLAN AND PROFILE PSI POUNDS PER SQUARE INCH Q Q AMOUNT OF RUNOFF (CFS) R R RADIUS RCP REINFORCED CONCRETE PIPE RD ROAD RESTR. RESTRAINED (VALVE) REV REVISION RR RAILRAOD RTE, RT ROUTE R/W RIGHT OF WAY +J SAN SANITARY SBL SOUTHBOUND LANE SD SIGHT DISTANCE SEW SEWER SF SQUARE FEET SHT SHEET SIP SITE PLAN SPEC SPECIFICAIOTN STA STATION STD STANDARD STRM STORM S/W SIDEWALK Sx CROSS SLOPE T T TANGENT TB TEST BORE TBR TO BE REMOVED TC TOP OF CURB TEL TELEPHONE TIP TEST PIT TW TOP OF WALL U LID UNDER DRAIN UG UNDERGROUND V V VELOCITY (FPS) VDOT VIRGINIA DEPARTMENT OF TRANSPORTATION VF VERTICAL FOOT W W/M WATER MAIN W/L WATER LINE WBL WESTBOUND LANE WSEL WATER SURFACE ELEVATION Y YR YEAR Z Z SIDE SLOPE LEGEND EXISTING o POST/BOLLARD SIGN BUMPER BLOCK SATELLITE DISH ® TRAFFIC CONTROL BOX O UNKNOWN MANHOLE - - - - - - - - - - STORM SEWER OO STORM DRAIN MANHOLE ® CATCH BASIN ® CATCH BASIN WITH DOME GRATE ® TRENCH DRAIN ---SAN-- SANITARY SEWER Os SANITARY SEWER MANHOLE ---w-- WATER LINE © WATER MANHOLE ® WATER VALVE WATER LINE MARKER FIRE HYDRANT MONITORING WELL G GAS LINE ® GAS METER 0 GAS VENT GAS MARKER ucr UNDERGROUND TELECOM O TELEPHONE/COMMUNICATIONS MANHOLE ❑T TELEPHONE PEDESTAL ® COMMUNICATIONS VAULT - - -UGP- UNDERGROUND POWER O ELECTRIC MANHOLE 0 ELECTRIC PULLBOX (D ELECTRIC METER UTILITY POLE a' DECIDUOUS TREE CONIFEROUS TREE BUSH GUARDRAIL x - FENCE - xxx- MAJOR CONTOUR - - - - xxx- - - MINOR CONTOUR SOIL BORING SURVEY CONTROL MONUMENT SURVEY CONTROL POINT PROPOSED WATER G GAS uGT UNDERGROUND TELECOM uGP UNDERGROUND POWER Q ` CATCH BASIN 1A 1B 15" RCP STORM DRAIN - DRAINAGE FLOW PATH O S SSA SANITARY SEWER FIRE HYDRANT QO SANITARY CLEAN OUT { FDC WATER METER ® WATER VALVE GAS VALVE O BOLLARD STREET SIGN 10+00 11+00 x x XXX XXX +12 00 STATIONED ALIGNMENT LIMITS OF DISTURBANCE GUARDRAIL FENCE MAJOR CONTOUR MINOR CONTOUR SPOT ELEVATION SITE LIGHT PARKING SPACE COUNT TRANSITION FROM 6" TO FLUSH CURB OVER 5' - d v d L TRANSITION OVER RAMP (LENGTH VARIES) 8.3% MAX CG-2 CG-6/CG-7 ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL -.VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. 2% LANDING CG-12 5% MAX GUTTER SLOPE DETECTABLE WARNING STRIP SITE INFORMATION CONSTRUCTION PLANS AND/OR GRADING PLANS. 4. SOILS INFORMATION SHOWN HEREON IS PROVIDED BY THIS MAJOR SITE PLAN AMENDMENT PROPOSED SEVERAL NRCS WEBSOIL SURVEY. ADDITIONS TO THE CHARLOTTESVILLE ALBEMARLE SPCA, A 5. SEDIMENT & EROSION CONTROL WILL BE PROVIDED IN NEW PARKING LOT, ACCESS DRIVE, AND ASSOCIATED SITE ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT IMPORVEMENTS. CONTROL HANDBOOK. 6. THERE ARE NO KNOWN FEDERAL OR STATE PERMITS OR SITE SURVEY INFORMATION CONDITIONS THAT LIMIT DEVELOPMENT OF THE PROPERTY. THERE ARE NO MAJOR OR MINOR FLOODPLAINS LOCATED WITHIN THE SITE. NO KNOWN WETLANDS OR WATERS OR 1. HORIZONTAL DATUM IS BASED ON NAD83 (NA2011), THE U.S. EXIST WITHIN THE SITE AREA. VIRGINIA STATE GRID, SOUTH ZONE. VERTICAL DATUM IS 7. THE PROPERTY CONTAINS NO KNOWN HAZARDOUS OR BASED ON NAVD 88. DATUM ESTABLISHED THROUGH LEICA TOXIC SUBSTANCES AS SET FORTH IN THE TITLE 40, CODE SMARTNET. OF FEDERAL REGULATIONS PARTS 116.4, 302.4, AND 355 OR 2. THE SURVEY HEREON IS BASED ON A FIELD SURVEY BY IN VIRGINIA DEPARTMENT OF WASTE MANAGEMENT TIMMONS GROUP COMPLETED ON SEPTEMBER 4, 2014. REGULATIONS. 3. THIS IS NOT A BOUNDARY SURVEY. BOUNDARY SHOWN IS 8. AS PER VIRGINIA DEPARTMENT OF CONSERVATION AND BASED ON EVIDENCE RECOVERED AND LAND RECORDS RECREATION MAP TITLED "GENERAL LOCATION AREAS OF AVAILABLE IN THE CLERK'S OFFICE OF ALBEMARLE NATURAL HERITAGE RESOURCES" SHOWS NO FEDERAL OR COUNTY, VIRGINIA. NO TITLE REPORT PROVIDED; STATE THREATENED OR ENDANGERED SPECIES. EASEMENTS MAY EXIST WHICH ARE NOT SHOWN HEREON. 9. THERE ARE NO KNOWN HISTORIC ARCHITECTURE OR 4. EXISTING STORM AND SANITARY SEWER LINES HAVE BEEN ARCHAEOLOGICAL SITES ON THE SUBJECT PROPERTY. FIELD LOCATED IN THE IMMEDIATE AREA OF THE SITE. 10. THE PROPERTY CONTAINS NO KNOWN GRAVES, OBJECT, OTHER UTILITIES SHOWN HEREON WERE AS DESIGNATED OR STRUCTURES MARKING BURIAL PLACES AS BY MISS UTILITY DESIGN TICKETS. TIMMONS GROUP MAKES DETERMINED BY VISUAL INSPECTION. NO CLAIM TO THE COMPLETENESS OR ACCURACY OF 11. ANY CHANGES TO THE PARKING LAYOUT OR SUBSURFACE UTILITIES SHOWN HEREON. REDUCING/INCREASING THE NUMBER OF PARKING SPACES AS SHOWN ON THE APPROVED FINAL SITE PLAN WILL REQUIRE REVIEW AND APPROVAL OF ALBEMARLE COUNTY. 1. THERE ARE NO DOWNSTREAM IMPOUNDMENTS IN THE INFLUENCE AREA OF THE PROPOSED DEVELOPMENT. 2. THIS PLAN COMPLIES FULLY WITH THE AMENDED CHESAPEAKE BAY PRESERVATION ORDINANCE PER THE JULY 7, 2003 BOARD POLICY FOR THE TREATMENT OF APPROVED AND PENDING PLANS OF DEVELOPMENT, WITH AN EFFECTIVE DATE OF NOVEMBER 18, 2003 AND WITH REVISIONS ADOPTED BY THE BOARD WITH AN EFFECTIVE DATE OF JULY 12, 2005. 3. PROOF OF VSMP PERMIT MUST BE SUBMITTED TO OWNER/DEVELOPER PRIOR TO APPROVAL OF ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR PRIVATE ROADS CONSTRUCTION NOTES ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC STANDARDS SET FORTH IN THE LATEST VERSION OF THE VIRGINIA RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING STORM WATER MANAGEMENT HANDBOOK, VIRGINIA DEPARTMENT ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA OF TRANSPORTATION ROAD AND BRIDGE STANDARDS, DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS ALBEMARLE COUNTY DESIGN MANUALS, AND PROJECT DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS SPECIFICATIONS. OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 1. THE SITE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING 2. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN (ON -SITE) AND REFERENCING DETAIL MANUALS FOR THE THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE ABOVE LISTED AGENCIES. THE CONTRACTOR SHALL NOTIFY CONTRACTOR MUST NOTIFY THE DEPARTMENT OF THE CIVIL ENGINEER PRIOR TO CONSTRUCTION IF CONFLICTS ENGINEERING (296-5861) 48 HOURS IN ADVANCE OF THE START OR DISCREPANCIES ARISE BETWEEN THE APPROVED CDs AND OF CONSTRUCTION. AGENCY DETAILS AND MANUALS. 3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL 2. THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF BASED UPON AVAILABLE INFORMATION. THE CONTRACTOR VDOT. ALL EXCAVATION FOR UNDERGROUND PIPE SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE LOCATION OF ALL UTILITIES BEFORE COMMENCING WORK CONSTRUCTION INDUSTRY (29 CFR PART 1926). AND FOR ANY DAMAGES WHICH OCCUR BY HIS FAILURE TO 4. EROSION AND SILTATION CONTROL MEASURES SHALL BE LOCATE OR PRESERVE THESE UNDERGROUND UTILITIES. IF PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION DURING CONSTRUCTION OPERATIONS THE CONTRACTOR CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY SHOULD ENCOUNTER UTILITIES OTHER THAN IN THOSE CLEARING, GRADING OR OTHER CONSTRUCTION. SHOWN ON THE PLANS, HE SHALL IMMEDIATELY NOTIFY THE 5. UPON COMPLETION OF FINE GRADING AND PREPARATION OF ENGINEER AND TAKE NECESSARY AND PROPER STEPS TO THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR PROTECT THE FACILITY AND ASSURE THE CONTINUANCE OF TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES SERVICE. OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT 3. CALL "MISS UTILITY" 48 HOURS PRIOR TO THE START OF OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY EXCAVATION. VERIFY LOCATION AND ELEVATION OF ALL THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST UNDERGROUND UTILITIES IN AREA OF CONSTRUCTION PRIOR RESULTS FOR APPROVAL. TO STARTING WORK. CONTACT THE ENGINEER IMMEDIATELY 6. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 INDICATED. IF THERE APPEARS TO BE A CONFLICT, AND UPON (HORIZONTAL -.VERTICAL). WHERE REASONABLY OBTAINABLE, DISCOVERY OF ANY UTILITY NOT INDICATED, CALL "MISS LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. UTILITY" AT 1-800-552-7001 (TOLL FREE). 7. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED 4. ACQUIRE ANY AND ALL NECESSARY CONSTRUCTION PERMITS WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS REQUIRED TO COMPLETE THE SITE WORK AND FURNISH PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE COPIES TO THE OWNER. ANY WORK DONE WITHIN THE VDOT OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY RIGHT-OF-WAY REQUIRES A VDOT PERMIT. LINE OR A NATURAL WATERCOURSE. 5. ALL WORK SHALL BE SUBJECT TO INSPECTION. NOTIFY THE 8. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, CHIEF INSPECTOR 48 HOURS PRIOR TO START OF WORK. LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD 6. REFER TO ARCHITECTURAL / ELECTRICAL DRAWINGS FOR DETERMINED AT THE TIME OF CONSTRUCTION. ADDITIONAL ROUTING OF UNDERGROUND WIRING FOR SITE LIGHTING. GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN 7. DRAIN ALL DISTURBED AREAS TO APPROVED SEDIMENT WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR CONTROL MEASURES AT ALL TIMES DURING LAND THE DIRECTOR=S DESIGNEE, IT IS DEEMED NECESSARY. WHEN DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) UNTIL FINAL STABILIZATION IS ACHIEVED. FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF 8. ALL RETAINING WALLS AND VERTICAL DROPS 30" AND HIGHER GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE SHALL HAVE 42" SAFETY RAILING. INCREASED TO SEVEN (7) FEET. 9. BURNING OF CONSTRUCTION OR DEMOLITION MATERIALS IS 9. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL NOT PERMITTED ON SITE. RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 10. THE APPROVAL OF THESE PLANS SHALL IN NO WAY RELIEVE 10. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL THE OWNER OF COMPLYING WITH OTHER APPLICABLE LOCAL, RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO STATE AND FEDERAL REQUIREMENTS, STANDARDS, AND VDOT STANDARD PE-1. SPECIFICATIONS. 11. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE 11. ALL TEST PITS SHALL BE PERFORMED 10 DAYS PRIOR TO REQUIRED TO STABILIZE A DRAINAGE CHANNEL WHEN, IN THE CONSTRUCTION AND ANY DISCREPANCY IN THE RESULTS OPINION OF THE DIRECTOR OF ENGINEERING, OR THE FORWARDED TO THE ENGINEER FOR A REDESIGN. SUCH DIRECTOR=S DESIGNEE, IT IS DEEMED NECESSARY. REDESIGNS ARE SUBJECT TO OWNER APPROVAL. 12. A MINIMUM CLEAR ZONE OF EIGHT (8) FEET FROM THE EDGE OF 12. WHEN DURING THE COURSE OF CONSTRUCTION, ANY OBJECT PAVEMENT SHALL BE MAINTAINED ON ALL RESIDENTIAL OF AN UNUSUAL NATURE IS ENCOUNTERED, THE SUBDIVISION STREETS. CONTRACTOR SHALL CEASE WORK IN THAT AREA AND 13. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER IMMEDIATELY NOTIFY THE PROPER AUTHORITY, THE OWNER, WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL ARCHITECT, OR ENGINEER. PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 13. ALL RETAINING WALLS SAND GREATER IN HEIGHT REQUIRE A EXCEPTIONS WILL NOT BE ALLOWED. SEPARATE BUILDING PERMIT. 14. UPON COMPLETION OF THE ROADWAY CONSTRUCTION, STREET 14. ALL STEPS WITH THREE OR MORE RISERS SHALL HAVE HAND NAME SIGNS SHALL BE INSTALLED BY THE DEVELOPER AT ALL RAILS. STREET INTERSECTIONS. SIGNS AND THEIR INSTALLATION 15. ALL ADA ACCESSIBILITY IMPROVEMENTS PROPOSED/SHOWN SHALL CONFORM TO "ALBEMARLE COUNTY STREET NAME SIGN ON THIS PLAN, INCLUDING BUT NOT LIMITED TO PARKING REQUIREMENTS". THE DEVELOPER SHALL BE RESPONSIBLE FOR SPACES, AISLES, ROUTES, AND SLOPES, COMPLY WITH THE MAINTENANCE OF SIGNS UNTIL ROADS HAVE BEEN ACCEPTED. 2010 ASA STANDARDS FOR ACCESSIBLE DESIGN AND THE 2012 15. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR USBC. BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, 16. ALL FILL, BASE AND SUBBASE MATERIAL SHALL BE IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE COMPACTED TO 95% OF THEORETICAL MAXIMUM DENSITY AS DIRECTOR=S DESIGNEE, THEY ARE DEEMED NECESSARY IN DETERMINED BY AASHTO T-99 METHOD A WITHIN PLUS OR ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. ALL MINUS 2% OF OPTIMUM MOISTURE FOR THE FULL WIDTH OF SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH ANY DEDICATED RIGHT-OF-WAY. THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 17. SIDEWALKS AND TRAILS SHALL BE CONSTRUCTED ON A SUBGRADE COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT (AASHTO T-99). February 6, 2013 18. SOIL TESTS (CBR TEST PER VTM8) OF SUBGRADE MUST BE SUBMITTED FOR ACTUAL DETERMINATION OF SUBBASE ACSA GENERAL WATER & SEWER CONDITIONS THICKNESS PRIOR TO CONSTRUCTION. 19. ALL FILL SOILS UNDER EXPANDED PAVED AREAS OF ANY 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY DEDICATED RIGHT-OF-WAY AND ALL PARKING LOTS; PRIVATE SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE STREETS; PARKING BAYS; CURB AND GUTTER; AND RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE SIDEWALKS ADJACENT TO STREETS AND PARKING LOTS (NOT START OF THE WORK. INTENDED TO INCLUDE LEADWALKS), SHALL BE COMPACTED PER GEOTECHNICAL REQUIREMENTS. 20. PROPOSED SIDEWALKS MUST BE CONSTRUCTED WITH UD3 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE UNDERDRAINS WHEN LONGITUDINAL GRADES ARE 3% OR PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND GREATER UNLESS SOIL TEST CONFIRM THAT THEY ARE NOT WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR NEEDED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND VIRGINIA DEPARTMENT OF TRANSPORTATION (APPLIES TO ALL PUBLIC AND PRIVATE SIDEWALKS). STRUCTURES, AS NECESSARY. 21. CONTROLLED FILLS: A. CONTROLLED COMPACTION SHALL OCCUR IN ALL FILL 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT SECTIONS FOR PAVEMENTS, TRENCHES FOR UTILITIES, EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION AND IN ANY AREA DESIGNATED ON THE DRAWINGS. SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY ('1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO - LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). B. CONTROLLED FILLS MUST BE COMPACTED TO 95% DENSITY AS DETERMINED BY METHODS AS PER STANDARD PROCTOR AASHTO-T99 OR ASTM-D698. DENSITY MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER PRIOR TO FOOTING CONSTRUCTION. C. CONTROLLED FILLS SHALL BE COMPACTED IN EIGHT (8) INCH LIFTS (LOOSE THICKNESS) TO THE SPECIFIED DENSITY. BEGINNING FROM THE EXISTING GROUND SURFACE. UNLESS OTHERWISE APPROVED IN WRITING BY A QUALIFIED SOILS ENGINEER. D. THE SURFACE AREA DIRECTLY BENEATH AREAS TO RECEIVE CONTROLLED FILLS OF LESS THAN FIVE (5) FEET IS TO BE DENUDED OF ALL VEGETATION AND SCARIFIED AND COMPACTED TO A DEPTH OF SIX (6) INCHES TO THE SAME DENSITY AS THE CONTROLLED FILL TO BE PLACED THEREON. �mv,.,') � _rJ o0 ," g. C) Lisa No, 04'02-048507 Y M E 0 0 M U N U� lV c: > E w °� E 0 LL o w O r6 d' LU L M Qa _j U 00 W = - Lr; a > o (7 W (V 0 O x � 0 LL 0 a 0 U _ CV = U > � Q- 0 cy) N a M a� CO J V) 0 0 0 w w U Q z O 0 • • Adffik• • CL O c� m 0 d U w z 0 V) w LQ O O U U W W Q_ a OO 2 j co co w o H- Q 0 n o o '- DATE 04109118 DRAWN BY 1. WILSON DESIGNED BY 1. WILSON CHECKED BY C. KOTARSKI SCALE U CLL V) Q LU z J (W V LU Q J 016 a � LU ~ Q z °0 z ww J Q J 2: m z > Q JO r^ � V J LU Q I\ -I LU 0 0c J CO U JOB NO. 40204 SHEET NO. cl.0 Wa 00 a� O (D �U) z �0 0 c � E 0 �_ �N a o � 3 z N 0 x T � � o Qw o .3 n >co �N x c: O U w2 0 N o 0 0 Ea D� U @ O 70 0 �a U O c N _o @ U a 2 cN MU) U) o co U Q o � - -r- .:_ L- c 0 0 0 T a 0 0 0 N O 0 0 6 a 3 z O H 0 z O U TEMPORARY -"A;'r �- 0 � / TMP 45-112F ��ah / GRADING FOUNDATIONS LLC EASEMENT >o o / / DB. 2834, PG. 001 D.B. 2120 PG. 363 251 GR ZONED. R-6 A / SD CURB INLET W/MHD p Q I ( F 2 / CRAIGW J. I�.OTARSKI / TOP=525.51' p,/ �Ast'� N SD CURB INLET W/MHD / / NN � 8. 2If2c /P 363 S . ' / / T Lic. No. 0402048507 INV. OUT=519.81 15 RCF / J I I\ ► TOP=518.79 / I / TMP 45-8� `` I 1 / INV. OUT-512.8 1%5" C / .1 : �0 10/17/la THEu ALBEMARLE SOC%ETY�`dR THE TMP 45-86A / \ `SRO 2��3„ 00� \ P(?E VENTION OF CRU L TY TO ANl%D1AL�� s�,s03�' COMMONWEALTH OF VIRGINIA / > >\ 104 �I I i 1 DB. 2096, G. 111 � / > '37 / APPR /x.�j o ATk/b OF' _ZONE : Cf 1 RIGHT OF WAYDIVISION / l GRAVEL / TREECONSER ATIONA4EA j -� / , / , l '\l l I I ► 1 DB. 2014, PG. 024 / \ / / / / �� T�� / , / / ! :{/ �\ M I ► / / l 0.2 Ac (�F o.7s� ZONED: R-6 �3, f / PATH / l P r , f/ I / / _ "E , / �� \ // \� 1 / / / / /G�%/ r,� / / / _ / , 1 / I y i� // - INLE W/MHD N o LIMITS OF - = o , ��\l / / / / / U 17.82 � Cc CLEARING AND- - ' g5 2 / / / �P1 / / / / / / �� - '� _�-- _ _ / / �, , /dt=511.F2' 1� RCP (NW) >\ApE \ GRADING _ /- - / \� \�' / \. / , / / / / /5 , . / �� %/ ��-- _ _ _ �- f/ V 1N=51 �6� 15 CP (SW)) _, ROeK / , / / / / n , „ �� - - _ //, / r /l OTJT�511.42 5 RCP F- Lu , �- - ' ' - �► Y 1 6 /` / / , f1 WC)CSD // �-1 = - - _ - - ' �� D I'llB I E W/ MHD o U. �\ T \ OTi>§ -\I ' TOP=54.35' w t n �55 kiYDB�Ni _ / /�/ r/ ��/�/� i r,i r% �\$„,N -I- I z �' /� r INV. UT=51 75' 15"RCP < v so z ,' ` SD U B #L-E W/GR TE z � L v �-�(///��//�// /� �' ' - /TO (RATE)�513.88 � 3:0 x w \ \ V.=510.30 15 RC (NORTH) oQ / _ - ` \ \ V 1N=51 .43' 15" RCP EST) `n v a� O U.OUT 510.25 15 RCP a _ PA KIN -543 - �c u, U) i - EA ` \ \ �. , �, ,AC //�/ ;' ��' // i �i D AlN \ \ I I I I II , BUSSOP SIGN \ w I -STf� C -%` / / 11 1 c0 r 1- I- , - - - - - - - - - \ \ / \ ` // / '�FRC7, w w / 15 RCP �� \ / N. / / / / B. 142 0 10� / �9� 00 -1 / // / / / / ( /° / I FNT ko - oR6 ✓ '�/f s==E>\1�R� ��1 � \\ ` /ice// i//i \ / ,� / \ \ ( 1 I / / / // /� LIMITS OF RgNC �o F- RAMP ADS(x3) X / / / / / D IkE / I'7 /� // CLEARING AND E O O / / ; , / \C � I IT /I/ // / r / ,I / GRADING MH u U ri / / // / / , „ �F\- 25.152 I /I / // � � v / / /P� , \ I / 78„ P=510.72 vi w w lQ✓V.I lN�5tl9.121 1 // / \ R � a a FFE=543.46' \\\ / 1 -/ / ////' ; / Q`6 // / / /INV. !;1,17-=519. 21 / / / / \�INV. 1N=507.56 18'RCP(EAST) O O \ - _ FFE=543.46' I �� -z" ' INV. 1N=507.30 18" RCP (WEST) O W W \ / FFE= G/ / I y INV. OUT=506.62 18 RCP 543.46' I \ I 1\ /� �'' ` / /// " \ w w FFE=543.4T / �/ ` (D \ \ / STR A' FFE=543.46' / -/ / / !� /� // / / /i / / / R O FFE=543.44, FFE=543.49' I J ------ i l," , % i ' / 1 ei'\ / / ` - �\ / / / / / // // /// "�i / / / \ -APPRO . LOC A SD CURB INLET W/GRATE > FFE=543.47 \ - �/ '� / 7 ( ) F- \ FFE=543.42' R D � � � \ , / r � � \ � \ - T / / % / / /' � / EASE ENT PO TOP GRATE 510.39' _ M / INV. OUT=507.89 18 RCP o 00 00 / ; l �,j , / / I r / ( / / /j / //// / D.B. 1425PG. r+62 > w \ I/ , , / 1 1 / / SD CURB INLET W/GRATE w_ o r\ ( ) , v < n o TOP GRATE-511.34 = a 2 STORY - \ - - _ 1 - � � � � / / / / / INV. 1N=508.81 15 RCP NORTH a o -, FFE=543.49' BLOCK& HARDI-PLANKBUILDING FFE=543.47' V�I �; V638\ \ _ / � / // / / / //' IINV. OUT=508.41' 18"RCP o (CASPCA FACILITY) OI�I 1 ��vwoacr�cH /rry�0� > 3355 BERKMAR DRIVE > DATE - _ _ J /� _ \ \ �► \ ` I ® Y I I (I 164 1 / r ' / - - - - �A - 'NN / / /i/i/ / / s\ Q 04109118 \� L \ Z CONC. PAD CONC. PAD 3 - - �� _ / / / / / // V (127'x3.7) (17'x8) -0 - L1CL��n '---/ --I -/ / r/' /�/// / / //` O W/GENERA TOR W/AIR \ //J DRAWN BY _ FFE 543.49' V 1 \ \ / '\ / / 11 l ' 0 _ _ _ _ _ - ' �� ' ' / ' \ I. \ ` \ ` ` Q CONC. PAD FFE= TRANSFER - - / c5` ` \ ` \ (6.8"x78' W FFE=543.49' I / �I/VV�1 / /\ {- / r TRANSFORMS FFE=543.49' \ \ - - / / I_7 / _ E SEMEN \ \ \ l 530.12' FFE=529.62' l / < /✓ / /,t ,/ 10' ANITAR�'SEWE // J. WILSON X FFE=543.49" / \ C / / / / / / / r� �/' / % //�j / 8. 2120 �G. 363 rr SD CURB INLET W/GRATE DESIGNED BY 1 s5 r4R s /i / / - - - - - \ . ►J" • • ' I ` \1 E C+# / �A "� / l l G/ E ROW // /'�/�� TOP GRATE-509.20' • 1. WILSON S E / / , HC RAMP 3, W) I , / / C E BLRfN , �� / / g INV. OUT=506.25 18 RCP \ - \ / Nlf� SE i \ �/ / // �// / r • CHECKED BY \ \ \ \ \ \ ( / / \ - - _ _ _ _ _ _ _ / / _ - - - �- SD CURB INLET W/GRATE / \ \ \ \ \ \ 1 1 1 I 1 I < / / _ _ - - , \ \ , _ FIR- _ _ _ _ _ _ _ _ - _ _ .•-_ , , I \ N � _ / / R� / / TOP GRATE 508.60' • C. KOTARSKI \\ \ \ \ \ \ \ \ 1 \ `\ \ \\\ \\ \\ \\ 1 1 I / r - , \ _ `r \- _ _- _-_ - _ _ _ _ i �, L .� I \ \ I U // / `\ ,.o // % IN 1N=504.00 18 RCP NORTH \ _ - - , _- _ - _ IN 1N=504.33' 18"RCP (WEST ) G -� ` - / R410' x 1 770E�S� �C NC W LL 1 `s \ � - \ _ _ _ - - - , \ � � wl�l� /\, , / / ( ) • SCALE \ \ \ \ \ \ \ \ \ \ \ , - _ _ \ \ •,SS / _ _ 10' x 10' PARK 4 ' w _ I \ / //, r r, /� / , / //r / INV. OUT=504.02' 18" RCP \ \ \ \ \ \ \ \ \ \ 1 I I I I I / / _ �c ' , _ _ _ 0- - \ CONCRETE 1 I \ fV / /r r / / / \ / / / / \ -, \ _ _ _ - _ _ _ _ _ . ® \ APPROX. LOCATION -� `-_, --____ ----�^ -- _ ` C 1 _ /�///'/ '�\ 10VIRGINIAPOWER • \ \ \ \\ \> \ \ \ \ \ \\ \ \ \\ \\\\` \ \\\ \ \ \ I I I I I I I � � / ---i\ \ -�` \ \-- ,r_ _ � MP TE PU D OU [y E \ l II \ \ � % r /, // / / \ \ \ \\ \ \ \\ \ \ \\ \\\ \ \ I I I I \ \ / \\ \ \ \ \ \ \\ / / �_�-i---__- _ ___�\-� _ \ - - AP X, O _-�_ ` <t- /^��^ //// / / _ \ \ // / / I / EASEMENT \ \ _ _ _ _ ` _ \ / D.B. 1425 PG. 442 \ \ \ KLr \ \ \ \ \ \ -'\_ SD CURB INLET W/GRATE � ` \ ` \ \ TOP GRATE=509.44 \ \ \ \ \ \ \ \ \ 8------__ --- = c - _ ��/� 15- - , ►/ / l �\ / INV. OUT=506.2618 RCP ON BCg V I / SD CURB INLET W/GRATE \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ _ _ _ _ - - - - - Cl k , / /\� / / TOP GRA TE -509.06' \` -� ` _ _ - 1 s ,CAP EiVTIaN / / ' / \ j �IIv o�O= IN 1N=502.76' 18"RCP (NORTH) \ \ \ \ \ \ \ \ \ \ \ cs \ \ \ \ \ \ \ _ \ \ - -METAL-FENCE � i �. \ \ \ \ \ \ \ \ \ \ - \ \ \ �IN�T\VPE>9Tl-lE ` \ \ ` \ _\ - - - -. . - ` - - - - - - - _ _ l „ QJ I� / /ARC ' / 4-I 1 y k `S�,` a IN 1N=502.95' 18" RCP (WEST) V \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 6' \ ` \\ �\ \ ` ` ` \ -� - - ` - - - - - - - _� - - - - - - - I II ' y C s / / 12 Q� INV. OUT=502.76' 18" RCP \ \ \ \ \ \ o \ \ \ \ \ II< \ \\Bl�NSWALE_� \ `\ \ ` \ -` \�`\\\ ___ _515- � / \`---------'--- \ \ I��- �'/ SIN / �� \ \ \ \ \ \ \ \ \ \ \ \ I 1 I I \\`\ \ \ I I \ \ \\ \ ` \ \ \ \ \ ` ` \ \ \ ` ` \ \�� \ \` \ - - - - - - - - - - - - - / \ - '9 \ - ' \ V \- - - - - - - - _ - \ � I ` �P,R�51X.\L QC�1 TIN OF\\ \ - - \k Alga \� \---------------- --- I 1 / �,� �/ ^ s o0 \`� \�\�IIUTERMIkt'EN�T�\TRk \___-- _-_-- 1Lu ` \ S \ \ \ - - - - - I / / \ /� \ \ \\\` ` \S \\ \ \\ / X / ��v� \` \\ \ \ \\T 4�8�\ \�S\ \ \ `\ - - - '\� -1 I III t\ / / /` oQQ J \\ \ _ \\ \ NI d c,\r, X ` \ "\ \ __ / - - ` CO CRETE ` ` ' 1O A, \ \\ \ \ \`\ \` __ --= \ \ FLUME / ` Il..ir `` \` '}��IF�y1/�5`C oF1E� LZ€4T�? TO ANIMAS \ ` \ \ ` \\\ ` - - - \ - - - I I I N66o _ ♦ / \X/\/ r \ �� 'O Q \ \ \ \ \ \ --Da. 44444 i7 61 ` ` \ ' ` \ RISER 2.5 x 2.5 GRATE \\ \ \ \ \ \ EM R-6 \ \ \ \ \ l \ - \ O� I / TOP=512.70' \ \ \ l _ 11 = INV. 1N=510.40' 6" PLASTIC SW CO APPROX. 44' FUTURE R/W O /1 \ ` \ \ \\ \ \ ` ` \ \ \ \ / _ \ \ \\ ` / cr ( ) II RESERVED FOR FUTURE DEDICATION FOR \\`\ `\ E6�S,- ��\ \ \\\ \ \ \ \`\\`\ "\� `� \ \ ` `\\ \\\ \ \ /\\ ``� `I►h/ NV. IN=509.40'6" PLASTIC (NE) I 11 I /\v/ t I P \ \ \ \ \ \ �/'Lj, ` \ ` \ \ \ ` \ ` \` \ \ \ \ \ \ \ \\ \ \ \\ \ \ \ \ ` \ \ \ \\\ \\ , �\ c 30 RCP lNV OUT=509.01 ' 15" CPP 11 / ` /I p\a PUBLIC USE UPON DEMAND OF THE COUNTY, \ \\ s� \` \ \ ` \\ \ \ \ \ ` \ \ \ \ \\�\` ___--__ 30"RCP II I \ APPROX. LOCATION M j \`�`I_ WATERLINE \ \ \ \ ---__ _ _ i EASEMENT J Q TMP 45-109C3 \ \ \ ` \ \ \ \ \ \ \ ` \ \ \ ` \ \ \ \ \ \ \ \ \ \ \ ` D. B. 1423 PG. 433 z \ \ N. \ \ \ \ \ \ \ \ I ;� / EARNER, JAMES & ROXANE \ \\ ` \ \ \ \ \ \ \ \ \ \ \ \ \ \\ ` \ ► / S7� `_ N l s. S68°03'00"E MHD \ \ \ \ \ \ TOP=514.14' DB. ONE PG. 1 J \ \ \ \ \ \ \ \ I � _ 1 ZONED: C-1 -0 12.04' \ ` � O \ \ \ \ TMP 4S 1 \ \ \ \ \ \ \ I \ ANRERSON, JUDITH \ \ \ 1 I 1 \ 1 \ \ \\ T\ _ INV. 1N=498.89' 30"RCF w JANICE\PEARL ANDERSON I I 1 \ \ \ \ \ \ _ -� INV. IN=508.79' 15" RCI- SD INLET W/GRAT J Q U I \ \ \ / l - INV OUT-498.89' 30" RCP 2.5' x 2. ' DB. WB 128, PG 063 J 1 I I I I I 1 1 \ r \ = j R \ TOP=516.08 w ZONED: R- I 1 1 1 I 1 < ` �� _ _ _ _ INV. 1N=494.08' 30" RCP 6 INV. 1N=506.75' 15" CPP (from BIO) J Q I� / INV. IN=507.08 15" RCP (SE) OUT=494.08' 30" RCP r ^ Lu W NOTES THIS SHEET IS PROVIDED TO DEPICT EXISTING CONDITIONS O FOR THE ENTIRE PARCEL j 1..1 i U co 00 Q z JOB NO. SCALE 1 "=40' 40204 SHEET NO. 0 40, 80' C2. 0 0 c U N O m 0 O cu a T c `o m N a� 0 co a cu C a 0 0 3 as �O o� ll z �o 0 c E� d O D O� �3 zN O � a g x w 0 O 0 m 0 a� o .3 a o ro c N co �N X c: O O O U N N (6 0 O Ul U � O N E 0 U N N � L U N O N ,O co L) -0 i cN M� N o O U a 0 U� L 0 0 a 0 v 0 0 N 0 0 a 6 a 3 z Q J a ROCK - / /� - \ LGRAY � ARMOR / k / // % /'/ // �'' i ''� - - - - - W. � --�� ATH - - YARD / /� / / //, - _� =P1 / -WOOD / / /,�// /` , / - S C RB INLET /MHD 1�00\ HYDRANT T \ FgCfT-BRILSG� ' // /, / r / /�/ "�/ / \ / 5 / - \ \ / / / / / / r / // /i/ii '�� <- �� $., w \ _�// ' lNV OUT-51a75' 15"R ;7- - - - - - - - �� r / , rr / - SD CYR& NL�� WIWRATE ' REIblO LIGHT ,i / / / �/ / �r ri ,'� -�- �- r TOP (G ATE)=513 8 ' / / ' I I 1 ` r / r r �r r / 'rr ' \ / ' y :5 ♦ - - `\ \`7 `510.30' IV RCP (NORTH - I FIXTU , r /� r ///� s N10V X. CG-6 8r \ / / / / r / _ _ \ l l=510.43' S"RCP (WEST) SAW�I�AT NEAP�EST JON\�T // " / \'A \ \ \ \ / '/' / /' / \ ` I ✓ V. U7=510. 5 15" RCP \ / 1 \ I I \�1- , /I - p KING _ _ 543 - - - / / /L/ r ,il /N / / - - - \ ` � PP /4 '/ / '� / // \ f I III US STOP SIGN EA \ / / // / / \ . ` I /` I I III I / C� / -' STR'C' / �' S / / - _ ' - ■ \ \ y v / \ - Z//1/38 / / ; / / 1 Ell)l r,RCP \ _/ D1B.1142 1P061 I / r / I \ ' S / N zm- PADS (x3) // r r / / � Sq CUl`,'B l) �lL EST WY MHp TOP 2 V) Z w o _ \ \\ I I �/ h > > _ / / , / INV. YN= 19.112 115 RC/P I l l r r\ \\ M D 'sue ; ' / �� ' / / / lNV /OU/ =519. d2' OP=510.72' r, FFE=543.46'INV. 1N=507.56 18 RCP (EAST FFE= FFE=543.46 ■ I \\ f� INV. 1N=507.30 18 RCP (WES7 543.46' I / / r , I / INV. OUT=506.62 18 RCP FFE=543.47 / / / REMOVE. E % ' 8R FFE=543.46' / ) \�� / /; \�,;C /// / / / / / / / / / / / \ / // SD CURB INLET W/GRATE FFE=543.44' FFE=543.49' ) k\ J - __------- ; , r>' /P: r r/ri/ /r , - P15ROX. LOCATION , \ \ \ RFC OVE -TRE� r FFE=543.47' ■ l \ / /i / / / , / / / // / / / //j / / / 10' VIRGINIf}/POWER // TOP (GRAT0789' 8" \ ` \ W FFE=543.42' \ D / - ; / / / �� ' % \ \ , / / / / / / / /,r/A / EASEMEN f INV. OUT=507.89' 18"RCP A D.B. 1425 G. 442 SD CURB INLET W/GRA7 ey TOP (GRATE)=511.34 2 STORY ■ I / 8" W �' , , /, , INV. 1N=508.81 15 RCP REMOVE FEN ,I I \ \ \ - _ r / r / / IINV. OUT=508.41' 18" RC BLOCK & HARDI-PLANK BUILDING / / ' FFE=543.49 FFE=543.47 I \ _ / U 11 1638 � / (CASPCA FACILITY) z/il I ;____\ ,10 ♦ \ - - / r / // / %' 3355 BERKMAR DRIVE I I r Vw�7,B I y10 1641 // �\ / \ _ J U CONC. PAD CONC. PAD / I I ; �539.10 G / \ ` \ \ (12.7'x3.7) (17'x8) , W W/GENERA TOR W/AIR FFE=543.49 ■/ I \ l , l/l , / / / / CONC. PAD FFE= TRANSFER I \ l/WL 1 FFE=543.49 ' (6.8"x 7.8) Wr 530.12' FFE=529.62' ABPyN)bN TRANSFORMER FFE=543.49 / l /iir /' x - FFE=543.49' / _-SAN-{- /I�G / /// \ i��t' /,//� 1 SANITARY6EWER ' ♦ / / / /II VEI S If�S _ A\T '^r�' E� / / �r N TA'�S Cj ,/'/r�r/ AEDMENT ----�� J I 'L 11R15ES 7 \ M / / ///rr/ // / /// _ - \ / / ■ \ - - 0* / /S / / /S �EP G. ` / r r /% / / / D.B. 2120 P . 363 �/ I \R BABA DO�1�9 CO 4)NATE�F3/L /POSSI�B E,L ATION SANIT SFjW r / 1 / /, / - II\� /SER / / // / r ,, � , ///' ��/l / SD CURB INLETW/GRATE - - - - / SJ��C. V�l B DON - / F �� / / / /\ _ - , , , /� / / //, / TOP (GRATE)=509.20' h I INV. OUT=506.25' 18" RCP _-REIbIOVE_ / EASEMENT'RE S. r I \ \ / r N r / ' /r / ,' /' �B�iQ ' / R, EL1AT1H- -_ /, /AFVI VEW/M --- \----------.-__ / v2 � A / r, , / EEL/ / - - - - - \ \ _ _ / \ - \ / / SD CURB INLET W/GRATE / /' /' ----- -----,- -100 - - - _ _ ■ r r jrr/r//r /� \ �/ r ��,�/ �GT /r TOP (GRA TE)=508.60' ® I \ /�/r / ' ,' /r • / \ / r/�/ / / / INV. IN_504.00'18"RCP(NORTH) R€MOVE- F-ENCE INV. 1N-504.33' 18"RCP (WEST) - _ _ _ - ' ��, - - - - _ _ _ _ jq _ ♦ , //� \ / /, / / APPROX. LOCATION r INV. OUT=504.02 18" RCP \ \ /' / / ^ ♦ - _ _ _ - - - _ - - - ' - - - , , ,' _ ` _ - _ 10 VIRGINIA POWER EASEMENT ---_----- / NVW/GRATE II _ - - - - _ -ADJUSTOP (GRATE)=509.44' STRJGTURET% INVOUT=506.26'18"RCP- __ cl �U E _-_REMOV€O fiI`JX-CGNVERT T SD CURB INLET - -� - - - � 62 -_ \\ -------_\\- _ J/��lID z€ nT�/' � , ��%WCTP=51-4.�3 - I /QP//' TOP (GRATE)-509.06RATE -N-EW-THE-ELINE _ --d----- \ - - - - _ _ _ _ _ _ -\ _ - - - _ _ \ _ _� - - B a�6 AB - / I A. �� / I / l INV, 1N=502.76' 18" RCP (NORTH) ___--- \ - - - - _ - _ _ \ _ ' / A / G �/ / PJG ' r / / \� z / r // �/ o �I I INV. 1N=502.95' 18" RCP (WEST) \ \ \ \ \\\�� - � _ - - - - _ _ - - - - - - - - \ - FENCE - ' I / / ' ' ' / O O \ \ \ ` _ I // / � v = INV. OUT=502.76 18 RCP \\ WE�TWEA PER- - ------------- '� �PJ / /'/' y�y ' I / / \c �Q��co'C� \DRAIN�W LLB \\ \ \ \ \ \ \ - - - - - - - - 5 /\_- - - - - -- --- .0\ " J -'/ / /' ID ' q / \ \ \ \ \ \ 15� - \ ------ - - - - -, 9 \ _II / �G� ♦ \ ANIT9ff� - - - - - - - - - - - - - - - - - \ / �./ / C(/ Q \ _ _ - - _ I UM // \ NEW TREELINE \ f \ / 4 \\l�OTC bCNON`Q ❑ '/l ' d`cK�SQ / RI4 7REA//0�`" \ \ \\ \ \ \ \ \ \ \ \\\ \ \------------- - _ / �� / / /� /i \ / 4(/* Q v GJ yr \ S \\ T�VP,\45-88-\\\ \ \`\ \ \ \ \\ \ ----/\ CONCRETE \\`� ' k / / I� / i \ ��0 Q T�lE�A\LEM,aRLE�SOETYEQf.�TIE\ \ \ \ \ I 1 FLUME �F�EI�N�lC?I1��F �'I�UEI<T 6,GR \ ` \ ` RISER (25 x 25 \ - \\ \ ..,4 TE) \6. 44,I4,, PC, 616 \ \ \ \ ` \ \ \ , ; \ ` - - / TOP=512I ZPNED\ \ \ \ \ \ � .70' o� ♦ ♦ / I 1 10 INV 1N=510.40 6 PLASTIC (SW) s�?sr, II / \ \ \ \ \ \ \ \ \ \ \ \ \ \ C \ \ \ \ \ ` \ \ \ ` \ \ ` \ 1 INV. IN=509.40' 6" PLASTIC (NE) P4I ` / APPROX. 44' FUTURE R/W.\ lNVOUT=509.01 15rCPP M5-109C3 \ Nsso LARNER, JAMES & ROX�1 NE I I RESERVED FOR FUTURE DEDICATION FOR PUBLIC USE UPON \ / I I / \ DEMAND OF THE COUNTY. \ DB. 4826, PG. 608 I II /' / O \ \ \ \ \ \ \ \ \ \ \ \ \\ \\ \ \ \ \ \ 1 \\ \ l ZONED: C-1 I 11 \ \ / \ APPROX. LOCATION WATERLINE \ \ \ \ •66, \ \ \ \ \ \ � \ \ \ \ \ \ ` \ 1 \ \ ` \`` � \ \ \ \ \ 1 I _ >O \\�` - � T�- --__ --___ RCP I , 7 EASEMENT MHD _ _ _ _ _ _ 1\ \ D.B. 1423 PG. 433 \�/_ // TOP=514.14 \ INV. IN=498.89' 30" RCP ° , , \ SITE/CIVIL GENERAL DEMOLITION NOTES DURING DEMOLITION OR CONSTRUCTION ACTIVITIES. THE STRUCTURES NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL WORK, SHALL BE ADJUSTED OR RELOCATED TO FACILITATE REPRESENTATIVE OR ENGINEER PRIOR TO PROCEEDING WITH ITS DEMOLITION LEGEND THIS SHEET IS PROVIDED TO DEPICT DEMOLITION PLAN CONTRACTOR SHALL DOCUMENT THE ENCOUNTER AND THE MATERIALS DOCUMENT ANY UTILITIES OR UTILITY SYSTEM STRUCTURESTO THE CONSTRUCTION. EXISTING FEATURES TO REMAIN MAY BE RELOCATION/DEMOLITION. FOR THE OWNER'S REPRESENTATIVE AND OBTAIN DIRECTION AS TO OWNER'S REPRESENTATIVE AND OBTAIN DIRECTION AS TO THE TEMPORARILY RELOCATED AND/OR ADJUSTED DURING CONSTRUCTION. 6. ALL UTILITY SYSTEMS SHALL BE PROTECTED AND REMAIN IN SERVICE REMOVE SURFACE FEATURE 1. NO DEMOLITION CAN BEGIN UNTIL ALL EROSION AND SEDIMENT THE APPROPRIATE ACTION(S) TO BE TAKEN IN ACCORDANCE WITH THE APPROPRIATE ACTION(S) TO BE TAKEN. DO NOT DISTURB EXISTING CONTRACTOR TO RESTORE TO ORIGINAL CONFIGURATION AND THROUGHOUT THE DURATION OF DEMOLITION AND CONSTRUCTION, CONTROLS ARE IN PLACE, AND ARE APPROVED BY AN EROSION AND PROJECT SPECS. UTILITY SYSTEMS WITHOUT OWNER PERMISSION. CONDITION, IF DISTURBED. SUCH FEATURES MAY INCLUDE CURB, EVEN IF THE SYSTEM IS REQUIRED TO BE MODIFIED BY THESE PLANS. SEDIMENT CONTROL INSPECTOR. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION 9. THE CONTRACTOR SHALL BACKFILL EXCAVATED AREAS WITH PAVEMENT, HARDSCAPE, SIGNS, LIGHT FIXTURES, WALLS AND OTHER 7. DURING DEMOLITION AND/OR CONSTRUCTION ACTIVITIES, THE REMOVE LINEAR FEATURE 2. ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE WITH UTILITY COMPANIES AND THE IMPLEMENTATION OF APPROVED MATERIALS AS PER THE REQUIREMENTS OF VIRGINIA FEATURES THAT MAY BE DISTURBED DURING DEMOLITION AND/OR CONTRACTOR SHALL VERIFY THAT THE EXISTING SEWER STRUCTURES MOST CURRENT APPLICABLE FEDERAL, STATE, AND LOCAL LAWS AND UTILITY -RELATED WORK. DEPARTMENT OF TRANSPORTATION. CONSTRUCTION ACTIVITIES. ARE IN WORKING CONDITION AND WILL ALLOW FOR PROPER REGULATIONS, INCLUDING BUT NOT LIMITED TO: 6. DISCONNECTION OF SERVICES AND SYSTEMS SUPPLYING UTILITIES TO 107REE PROTECTION, AS REQUIRED, SHALL BE INSTALLED PRIOR TO 5. UNLESS OTHERWISE NOTED, AND IN ACCORDANCE WITH THE CONNECTION TO PROPOSED SEWER. THE CONTRACTOR SHALL REMOVE FEATURE a. ENVIRONMENTAL PROTECTION AGENCY (EPA) BE ABANDONED OR DEMOLISHED SHALL BE COMPLETED PRIOR TO STARTING DEMOLITION. CONSTRUCTION SEQUENCE INDICATED HEREIN, THE CONTRACTOR IMMEDIATELY NOTIFY AND DOCUMENT THE CONDITION OF THE b. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) OTHER SITE DEMOLITION. DISCONNECTION SHALL BE PERFORMMED IN SHALL REMOVE AND DISPOSE OF LEGALLY OR TEMPORARY RELOCATE, STRUCTURE TO THE OWNERS REPRESENTATIVE AND OBTAIN DIRECTION c. VIRGINIA OCCUPATIONAL AND SAFETY HEALTH COMPLIANCE FULL COMPLIANCE WITH APPLICABLE CODES, REGULATIONS, AND THE SITE SPECIFIC DEMOLITION NOTES ALL ABOVE OR BELOW GROUND FEATURES WITHIN THE PROJECT AREA AS TO THE APPROPRIATE ACTION(S) TO BE TAKEN. PROGRAM (VOSH ENFORCEMENT) REQUIREMENTS OF THE UTILITY PURVEYORS. IDENTIFIED HEREBY WITHIN, AS REQUIRED TO PERFORM THE WORK. d. VIRGINIA OVERHEAD HIGH VOLTAGE LINE SAFETY ACT a. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION 1. IN ALL AREAS WHERE NEW CONSTRUCTION MEETS EXISTING FACILITIES, THIS INCLUDES, BUT IS NOT LIMITED TO, THE FOLLOWING: e. NATIONAL EMISSIONS STANDARDS FOR HAZARDOUS AIR WITH THE UTILITY PURVEYORS, PAYMENT OF ASSOCIATED FEES A SMOOTH, CLEAN, EVEN TRANSITION SHALL BE FORMED. ALL a. LIGHTING FIXTURES AND ASSOCIATED CONCRETE BASES POLLUTANTS (NESHAPS) AND PROCUREMENT OF ALL NECESSARY PERMITS. PAVEMENT MATCH LINES SHALL BE SAWCUT TO FULL DEPTH AND b. ANY FENCING f. NATIONAL INSTITUTE OF OCCUPATIONAL SAFETY AND HEALTH b. THE CONTRACTOR IS RESPONSIBLE FOR ALL PRIVATE UTILITY PROPERLY SEALED, PER SPECIFICATIONS. c. RETAINING WALLS (NIOSH). RELOCATION THAT IS NECESSARYTO PERFORM THEIR WORK. 2. DEMOLITION SHOWN HEREIN IS INTENDED TO SHOW MAJOR DEMOLITION d. TREES (WHICH ARE DIRECTLY IMPACTED BY CONSTRUCTION AND 3. PRIOR TO COMMENCING NEW WORK, THE CONTRACTOR SHALL 7. THE CONTRACTOR SHALL PROTECT AND PREVENT DAMAGE TO OPERATIONS THAT ARE TO BE COMPLETED INITIALLY AS PART OF THIS NOT INDICATED ELSEWHERE TO REMAIN) DOCUMENT THE CONDITION OF ADJACENT AREAS AND PROTECT THOSE EXISTING ON -SITE UTILITY FACILITIES. ACTIVE UTILITY FACILITIES PROJECT. IT IS NOT A COMPLETE DEMOLITION SCOPE FOR THIS e. EQUIPMENT PADS/CONCRETE SLABS THEM FROM DAMAGE IF ADJACENT AREAS ARE DAMAGED DURING ENCOUNTERED DURING DEMOLITION AND/OR CONSTRUCTION SHALL BE PROJECT AS APPLICABLE LANGUAGE OF THIS CONTRACT SPECS f SIDEWALKS/ROADWAYS/CURBINGISTAIRS M 00 0 Q z DEMOLITION AND/OR CONSTRUCTION ACTIVITIES THEY SHALL BE SHUT OFF AT THE SERVICE MAIN WITH THE APPROVAL OF THE OWNER'S AND/OR REQUIRED PERMITS SHALL ALSO APPLY. g. SITE FURNISHINGS (TRASH CAN, BENCHES, ASH RECEPTACLES, RESTORED TO ORIGINAL OR BETTER CONDITION AT NO ADDITIONAL REPRESENTATIVE. 3. CONTRACTOR SHALL EMPLOY PROPER METHODS OF SOIL EROSION & ETC) SCALE 1 "=30' COST TO THE OWNER. 8. DURING DEMOLITION AND/OR CONSTRUCTION, THE CONTRACTOR SHALL SILTATION CONTROL IN ACCORDANCE WITH THESE PLANS AND ALL h. SITE/TRAFFIC SIGNAGE 4. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE UPON REQUIREMENTS OF ANY AGENCIES HAVING JURISDICTION. i. ANY OTHER ITEMS THAT ARE ENCOUNTERED AND NOT LISTED 0 30' 60' REPRESENTATIVE UPON ENCOUNTERING ANY HAZARDOUS MATERIALS ENCOUNTERING ANY EXISTING UTILITIES AND/OR UTILITY SYSTEM 4. IN GENERAL, ALL EXISTING ITEMS THAT CONFLICT WITH PROPOSED ABOVE SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S J CRAIGW J. K(YFARSKI Lic. No, 0402048507 Q M E 0 0 U N � N � > E w E Q o LL o rl w o a 0' lJJ L M Qo_ W = - Ln M a > o � C7 vi W N 0 3)x � LL 0 a _ CV = U Ln Ln rn O N � M CO J z O H- d U w z O w � c G U U a a OO a Lu Lu co co w o Q 0 n o o� DATE 04109118 DRAWN BY 1. WILSON DESIGNED BY 1. WILSON CHECKED BY C. KOTARSKI SCALE U CLL V J Lu J � z Lu Q > J J�z Qz 0 C)O 1- 4 Lu w F- J J Q J 2: J H� coO Q V / W Lu 0 O �J i U JOB NO. 40204 SHEET NO. C2.1 -0a �O a� o(D �U) z O f� o� m o c 0 m � a 0 O 3 z N O x 0 o w � o Qw o .3 n m �N X C 0 0 U U wL i WN 0 N o 0 0 E, Ea U @ O � 0 D-0 �� .m U -0 O c � _o @ U -0 7 �N U)� N 0 c:U co O Qw U)(D L n n/1nr nT\/ 1 1\Ir i i i i i / \X EMERGENCY VEHICLE ACCESS GRASSPAVE PROP TREELINE _ 35'ACCESS N66° /� �\� ��EASEMENT D. B. 2120 PG. 363 YARD / HYDRANT 8" W 2 DPROPOSED 10'X13' 50BUILDING �\ / �� ■ DUMPSTER ARE SETBACK � / /� // ■ J / / �/ ♦ U MAX HEIGH / �� / / / / / g ♦ ■ WITH HR-1 R5 / ■ 1104 / R3' APPR X. LOCATION / /�' / / / / 0 US STO, SIGN N R2.5' R5 ACA WATERLINE / R2.3' -� 9' EASEMENT /.' / / ♦ R5' / / / co,�'�'FRc' D. B. 2785 PG. 238 ,Q� R5' PROP BUS STOP CONC PAD, r1 / / {/ 0 ♦ 1 C / ' MATCH CONC S/W SECTION EO / 1 C1 / (SUBJECT TO VDOT & 0000 TIE TO EXISTING /,� / O / / TRANSIT APPROVAL) CURB, GUTTER / ♦ � ® AND SIDEWALK' / ' 47.19' / / . 3A / %�// 32' X. / (28' TO 44' D �� j Q'O: ♦ �i / / FUTURE R/W) R3' / // PPROX LOCATION / Q . ♦ / /� 10' VIRGIN/ POWER 16 / ■ �� / EASEMENT D. B. 1425 G. 442 TOP SIGN ` R3' PROPOSED PROPOSED / ♦ ADDITIONS ADDITIONS ', �; \ / ,� ♦ / // / i x 2 STORY TIE TO AXIS CG-12 © lC2 ■ BLOCK & HARDI-PLANK BUILDING CURB/,';GUTTER (TYP) R5' ♦ / / / (CASPCA FACILITY) AND 1DEWAbV • 3355 BERKMAR DR V�110 ti� RT / h / I ■ � 1 / / PROPOSED R5 CANOPY co ' , 1641 49 I I 1 CLO I539.0 I • - a R5 1 D / IR5 R3 05 / / PR P TREELIj�IE X\ —SAN 4 \— -X R5' lC3 3' /// 1 'SANITARYSEWER slammomq / ASEMENT ' 5 I 0 iiii �iiiii%/� / D.B. 2120 Pfb 363 In20' ACSA • D I © / / �/j EASEMENT LOADING n i - BUMPER J �+ R5' \ / 5.5 SPACE 4" DIP 2' BLOCK (TYP) GUARD IL WATERLINE TIE TO EXISTING N ETAINING WALL O CURB AND vZ MAX HEIGHT / o"" o PROPOSEq S/W o 4„ W �- ■ GUTTER \ WITH HR-1 / / �GT 5' o G-6 • / / Q 2 g0 co \ s t� 15 R42' � \ APPROX. LOCATION R5 8"vv a TIE TO EXISTING /J/ R4. 8 W 8 CURB AND / 10' VIRGINIA POWER 2G R4.5' D R5 :.. TER // / EASEMENT R312' - / ' N j G D. B. 1425 PG. 442 CG-6 2F s F H 00 (210, 2�5, WATERLIINIE 8 W 8 W SHOWNASPROPOSED 2-044, ® / WATER METER DRA INA GE EA SEMEN T ON PLAT BY ROUDABUSH, GALE & J - — AS TES, I X - 2C8" DIP s s WATERLINE\2E ID CO \ 50' BUILDING B \� • / \ • / / � O `� QZ \ 21D / / \� SETBACK ` ��' ♦ \ \� / \ APPROX. LOCATION OFID O \ INTERMITTENT STREAM PROPOSED PRIVATE . 0 0 �` • <Z4� \ \ SANITARY SEWER --- � X / 4 v v 03 � � \ 30' LANDSCAPE � ♦ / VO QO \ BUFFER y 2A / \ � sz \ coQ // / w�OQ \ \ TMP 45-88 N O ♦ - EX. BIORETEMTION / o \ THE ALBEMARLE SOCIETY FOR THE \ PREVENTION OF CRUEL TY TO ANIMALS CO A \ DB. 4444, PG. 616 SO% • \ \ \ \ ZONED: R-6 20E 10' FRONT SETBACK 0� � \ REZONING.' C-1 \ \ \ TMP 45-109C3 APPROX. 44' FUTURE RM. \ LARNER, JAMES & ROXI NE I RESERVED FOR FUTURE DEDICATION FOR PUBLIC USE UPON DB. 4826, PG. 608 I \ /' O DEMAND OF THE COUNTY. ZONED: C-1 I / APPROX. LOCATION OD I WATERLINE \ / EASEMENT D. B. 1423 PG. 433 \ INJ I O J DUMPSTER PAD CONCRETE SECTION PAVEMENT SECTION 1. VERIFY CBR FOR PAVEMENT SECTION PRIOR TO 1. VERIFY CBR FOR PAVEMENT SECTION PRIOR TO CONSTRUCTION CONSTRUCTION 2. COORDINATE EX PAVEMENT SECTION (WHEN DETERMINED) WITH ENGINEER TO VERIFY COMPATABILITY. 2. CONCRETE PAD PROVIDED FOR LOADING AND RUBBISH AREA. CONCRETE PAD DETAIL HEAVY DUTY ASPHALT STANDARD PARKING ASPHALT TO BE USED AT DUMPSTER PAD TO BE USED IN DRIVE AISLES AND TO BE USED IN PARKING SPACES MAIN ACCESS ROAD 1.5" SM-9.5AL BITUMINOUS CONCRETE 2" SM-9.5A BITUMINOUS SURFACE. CONCRETE SURFACE. 2" IM-19A INTERMEDIATE 6" CONC. PAD COURSE 3,500 PSI 3" BM-25 BITUMINOUS 6" 21A STONE 6X6 - W2.12.1 W.W.F CONCRETE BASE LAYER. ° COMPACTED TO >95 /o #4 REBAR AT 24" O.C. O O O O O 6" 21A STONE 6" 21A STONE SUB -GRADE COMPACTED COMPACTED TO >95%. COMPACTED TO >95%. IIIIIIIIIIIIII I �� TO A MINIMUM OF 95% O�O�O�O�O O�O�O�O�O MAXIMUM PROCTOR _�� SUB -GRADE COMPACTED -�� SUB -GRADE COMPACTED DENSITY. TO A MINIMUM OF 95% IIIIIIIIIIIIII I TO A MINIMUM OF 95% MAXIMUM PROCTOR MAXIMUM PROCTOR DENSITY. DENSITY. NOTES 1. THE PURPOSE OF THIS SHEET IS TO DEPICT SITE LAYOUT. REFER TO SHEET C3.1 FOR GRADING PLAN AND UTILITIES. co 00 0 Q z SCALE 1 "=30' 0 30' 60' v,POW 0 CRAIGW J. K9FARSKI A Lic. No. 0402048507 10/1-7/18 %�V O- ; '4';'04o4 M E 00 M U N � N c: > E LuE Q U. o LL o w O co ,1 C'� L M Q y, � U oo Z w_—Lr; O v�i c' a C7 W � M � O 3 X U w o Q �` C1 2 v N Z U Q L O c "' o 0' It rn 00 LEW J co ~ O 0 u U cl� cl� 0 O C7 O � � o 00 00 w w w O H- a z O DATE M 04109118 } DRAWN BY 1. WILSON • DESIGNED BY • 1. WILSON • CHECKED BY • C. KOTARSKI • • SCALE U 1(..�� V Lu �J w Q m > .j < Q o LuW J J w J Q W _j I—1 J UP) r^ Q V J Lu O �1 1..1� U JOB NO. 40204 SHEET NO. C3.0 L 0 0 0 T Q N O 0 N O 0 0 2 6 a z a 0- J_ H D Op 13 / /' /' / / r/ / //QQ� / / 7-7 If �Np 7-\,/- '/ ROCK / / / / / / ''/�n,y�l,/ j '/ / i _ - ( / / ARMOR ' - - - �H / _ WOOD 11 r r/ r ///// //� / -' - - i / S C RB /NLET�IMHD �- i HYDRANT - \ ' FQdT-BRIOG ' �r // / r //�// �// /, \� \/ OP 514.35' / 5 _ G �/ - - , ♦ 55 �555- - R D \ v \ / r'//'// /ii </i � s �l OUT-510�75' 15"R _ /---- � � 2:1SLOPES /'-_�� r / r / ' /i / / r �� I .i REPLACE RCP WITH DIP _ 50 - UNDER PROP BLDG / - - - �- - - - . ' �� \� / I / % // �/ /' - \ V`` REPLACE EX MH TOP ' WITH GRATE TOP / / _ SD C Rd AlC` WIGRATE A ATE)=513. 8 REPLACE WITH MH TQP /8 ADJUST TO MATCJ�k IN 510.30 1� RCP (NORTH / -- _ i / J � ■.. \ P ROP,G RAD Er p / / /// l . l=510.43' 5" RCP (WEST) V. UT=510.' 15" RCP \� i ` PROP DI �C TO TIE TO / / / /// /ir/ vY ' / / \\ / /' \ \ \ EX P1P1=. /' /' /L / iTl/N/ // �'� ;' i / / \ I / - - - R / + ' / � \ \ _ / � APP fl / ,/ /i , / � O 1�' I I I I II�/ US STOP SIGN � - ITT Z, _ _ _� ��P��G�`I' V' 53,5.2�' A�j /// ,� \ l q / c MM R - - G ��,/ 5p � - � �� ■ \ _ P �541'.6.5 O F C� �-'' ` 50 3� \ \ ci�y / / ^ \' / / / ////r '' / \ :i / // / , r��j / / / / 612 FN%R _ °D6 /,�/'9NC CONC ADS(x3, _j I 233 410 -oski ^ / (EAST, FFE=543.46 � 1 r / / / � / / y „ „,,,,,,,,,, �? , ;, /�% ` � � INV. 1N=507.56' 18"RCP EAST FFE=543.46' INV. 1N=507.30' 18" RCP (WES7 \ \ \ , _ , / / 543.46' 1 /��' // r < OP! \ ' / / �/ r r� / / I ' INV. OUT=506.62 18"RCP / - FFE=543.47 /r I EX FH \ `�� / / /// s\ ,<Q'; rr / \ / STR A FFE=543.46' / \� / %� 1 / ,ti / / / r / / / \ \ / . _ l / 1. 1 \'' r / / / r / / P�ROX. LOCATION /! SD CURB INLET W/GRATE \ ' ■ / 1 _ -- // % P; ♦ 3 / r / !i/ / / '%� / r / 10' VIRG/NI,�POWER TOP (GRA TE)=510. 39' FFE=543.44' FFE=543.49 -- %S` ' / '% / ��j ' / // / / EASEMENT INV. OUT=507.89 18 RCP /U FFE=543.47' FFE=543.42R ,D / - ;� / / / !, / P; ' \ / / / / r// % / i / / /y \ h� / //� D.B. 1425 PG. 442 If I/ ;c , / / '� \ ♦ PROPOSED PROPOSED ° / w /i i � SD CURB INLET W/GRA7 / : !/ ADDITIONS ADDITIONS I i i 'y / / / INSTALL ! cT � � // � / / � / / l _ � / / � TOP GRATE-511.34' EASEMENT I- / / // ! / ! / // STORMCEPTOR ,`j / \ \ - - - ■ / '�'; $" W -i / �„ / / // �' � INV. 1N=508.81 ' 15"RCP x I 2 STORY I 13 w / / /�� / / "� IN INLET / // _ � 3 .r, / / / / / / � / IINV. OUT=508.41' 18"RG BLOCK & HARDI-PLANK BUILDING I I (� \ \ \ '/ / / / / FFE=543.47 I v F E=543.49' \ \ \; S 33 / ♦ / / / / / / // (CASPCA FACILITY) 1 1638 1410 3355 BERKMAR DRIVE / #wvLi, B I \ _ 35 - �\ r / / / ! / // / y10 PROPOSED �2 \ 1641 ATERLINE STUB & , \ \ 1 ® CANOPY �i \ \ / ' ,BLOW OEF"C/AL\?E CONC. PAD CONNECT TO EX 4� 1 9 L1 0 / 1\ 3503 P' \ CONC. PAD I : 539.10 ♦ / � 8 VIDED,F6R FU UR- (12.7'x3.7) WATER SERVICE 35- f \ W/GENERATOR (1T x 8) 1 \ 1 D 33 DEV�O MENT \ \ \ W/AIR FFE=543.49' ■/ \ 35�� _ - v CONC. PAD FFE= TRANSFER _ _ _ _ _ _ �MkNHOLE PROVIDED/ �' \\ \ \ C=j / FFE=543.49 ' -F6R FUTURE / ' \ \ \ \ \ / (6.8"x 78) Wr 530.12' FFE=529. \ TRANSFORMER FFE=543.49 - - - - - - - ' DEVELOPMENT \ \ \ / _ SAW \ \ ft X / FFE=543.49' C�`I1NC - 82 87 / 1 'SANITARYSEWER 1 54 ♦ / / I y STEP I R 4 - - - r / // / / //T /� / / ASEMENT // - \ _ - \ \ 0 - ■ l \ 2 11 R ISEfs 0 / / / / // // / D.B. 2120 P . 363 RETAINICO RANI cn V& M _SE TH / r / SD CURB INLET W/GRATE / / / / / TOP (GRATE)=509.20' 5 6�536 / / 35 P1F0PDSE / r r / / //� �8" ' // INV. OUT=506.25' 18" RCP IP LINE \ U S 35 2 / / 529 I \ III �S I - TE TOP (GRATE)-508.60' 5- 0 277 0 0 0 o 0297 \ I� ` I "�sr /� r • / 6�JA'RDRAIC / r i �/ / / GT� / / INV. IN=504.00' 18"RCP (NORTH) _ INV. 1N=504.33' 18" RCP WEST GROUN ♦ / \ , r �/ / / APPROX. LOCATION (WEST) 8„ �� Al- x, PER STR s� - / /� �, , % INV. OUT=504.02' 18" RCP s�8 ° 10' VIRGINIA POWER 1 \ \ �\, \ v \ \ \ \ v \ \ \ v \ \ /v \/ \ \/ 25i ^♦ ♦_ _- _ &rs'�VC -.........- - „ "27 8 "W _\ / EASEMENT INSTALL"' Sd N1_� W /GRATE STORMCEPTOR 38 TOP (GRATE)=509.44' 0266427 INV. OUT=506 26'18RCP21_ r / ��// / 525. 1 ' 527 528 _ - - - MIER - - - SD CURB INLET W/GRATE \ \ \ \ ` \ \ \ \\ \ \ \\ \ \ _ II \\ �� \ / . - ' 520 - - _ - - 525 526- - - - - - = 4 / SOP- 3 - / QP _ l r TOP GRATE =509.06' � / / I 11 S23' / G I�T��,T �✓ / ///// � INV , - - - / ! �. 1N=502.76 18 RCP (NORTH) 520 " PJ EX M /NV. 1N=502.95 18 RCP (WEST) _ 19- _ 6 / _C� / / INV. OUT=502.76' 18"RCP 1/� , = _ d \ \ W`FT WEATPE'l?\ \ \ \ \ \ \ - �_ - - _ "PVC - SV\tM FAEIL41-Y --IAATERL-IN€/ dFbAlNID �W4`L�E�\��\�\ \ `\ �\ \\ \\ \ ��\��\\ - - - - - 2E - _5/5�15"RCP /\ - - --- - ---- -2B�_'�/ / \G�, /1 I ANIT f� l l® c\ \ �2'�pw \ - - - - - - C' J / ` \ B -S i 'gy p\ � � � / �\ \` I UMF / l % / ��1 \-J I ► , \ \ ---\ � \\ \\ \ \ \ \ bCANON`QF 8-p�- o�pvc - \ \ INT�?MIT7�EIV�S EA �\\ PROPOSED-PRIVAIE_ / G O - - - - - - - -SANITARY. SEWERg� � � \\\ \ ---_ _ / / / P` / / \ �44i v GJ \ \ \ \ \\\\\\\�\`S\\�\\`\\ \`\`\\\ S`\� \\\\I \��\----- I / 1 \ ' III // / / ,/ �/ ��UQ \�6 2 S T1F�4�88- \ \ ` \ \ \ \ ` �� - _ _ _ _ / \ - - I I CONCRETE \ \ \ ' / X� \ /� / I \ >O \ \ \ \ \ \ \ \ \ \ \ \ \ \ �� Q E\ \ \\ _ _ _- _- \ FLUME \ \ \ \ \ \ \ T A\L$E1VI�RLr� lE�Y1G f.�Tl� \ \ \ \Pl�EI N�TlC?N OF bf�UEI�T T61A N�fLLS` \ ` \ \ ` \\ � � � � \ � _ - _ �\ \ \\ - - - , \ \ I I I \\ ` \ \ \ \ \ \ \ \ ` \ ` - \\ \ I I '/ RISER (2.5 x 2.5 GRATE) s"'�� \ \ \ \09 4,04,, PCZ 61 \ \ \ \ \ \ \ / !4/ ♦ ♦ I 1 I I TOP=512.70 r \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ` \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ INV. 1N=510.40' 6" PLASTIC (SW) INV. IN=509.40' 6" PLASTIC (NE) I 114) \ _ \\ \ \\ \ 11` 1 \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ / \ \ - „ TMP 45-109C3 APPROX. 44' FUTURE RM. \ \ \ \ \ ` _ \ \ \ \ \ \ Su',s \ \ \ \ \ \ ` \ \ \ \ ` \ \ \ ` _ - \ \ \ I I J / / INV OUT=509.01 15 CPP 11 I \ \ \ \� EARNER, DAMES & ROX�1 NE � I ' \ RESERVED FOR FUTURE DEDICATION FOR PUBLIC USE UPON I \ DEMAND OF THE COUNTY. \ \ ` N6 0 \ \ \ \ \ \ \ \\\ \\ \ \ \\ \ ��\ II / / \\ \\ \ 67 sr�„ `- \ \\ \ \ \ \ \ \\\\\ 1\\\\ \� \\\ \\\\ \\\\\ `\ \ ` /\\\\\ `�; Il!/ll/ n D6.4826,PG.608 II / `\/ \\\ / O \ \ \ S' \ \ \ \ \ \ \ \ \ \\\ \ ( \ \ / II \ \ \ \ \ - \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 \\ \ ZONED: C-1 I / \ APPROX. LOCATION \ \ \ \30 R P--- II \ \ \ \ is \\ \ \\\\ \ \ \ \ \ \ \ \ \ \ \ \ 1 \ '\\ \ \- �\ -- _---- , \ \ \ \ , 6876 \�- \ \ Q \ � �j 30' 11 I � \ \ WATERLINE � \ \ \ \ \ I �\ ` \\ � \ \ \\ \ 1 I _ 70 \\\\ _ -\ T�1 RCP I - \ EASEMENT I 1 0 D. B. 1423 PG. 433 \ \ \ MHD` \ ` \ \ \ \ \ � \ \ \ \ \ \ I / / � � _ _ � / -___-i-- 1 TOP=514.14' \ \ \ \ \ \ \ \ \ -� \ cV / INV. 1N=498.89 30 RCP GRADING & DRAINAGE PLAN NOTES THIS SHEET FOR GRADING AND STORM DRAINAGE 1. SPOT ELEVATIONS IN PARKING/ROAD AREAS ARE PROVIDED AT EDGE OF PAVEMENT 2. SIDEWALK CROSS SLOPE TO BE 2%, PER SIDEWALK DETAIL 3. CURB DESIGNATED WITH A'R' (CG-6R, CG-7R) REPRESENTS A REVERSE GUTTER PAN, WITH 2% SLOPE AWAY FROM THE CURB. 4. TRANSITION FROM CG-6 TO CG-6R OR CG-6R TO CG-7R OVER 5' 5. ALL CG-12 RAMPS TO HAVE 1:20 GUTTER SLOPE (OR LESS) AT GUTTER PAN 6. SITE INCLUDES AN EX. BIORETENTION FACILITY AND STORMWATER DETENTION FACILITY. 7. WATER SERVICE IS RELOCATED AND PROPOSED STUB OUT IS PROVIDED FOR FUTURE DEVELOPMENT. 8. SANITARY MANHOLE E IS PROVIDED FOR FUTURE DEVELOPMENT. c'M 00 Q z SCALE 1 "=30' NOR 0 30' 60' t� ItQ CRAIGW J. KO'FARSKI Lic. No. 0402048507 ' G M E 0 0 M U N V; N c: > E Luai E Q �! 0 LL o w O co ,1 yd L M QLLw Uo0 w = - Ln H -J W p N v rj cn = U > ko Q c� rn O N M O� J ko� 0 0 o' 0 w w_ U a z 0 M O z O H a U V) w 0 z O Lu Lu O O a a O O � � 00 00 w o n P- o n o o DATE 04109118 DRAWN BY J. WILSON DESIGNED BY J. WILSON CHECKED BY C. KOTARSKI SCALE U V 1 Lu J oC z Q J co < >_ W Z O w Lij D J J Lu 0 J Q H� Lu J >A a uz Lu 0 r� V O �J 1..1� U JOB NO. 40204 SHEET NO. C3.1 0 c U 0 0 0 O a a T C 0 a) N O 0 c U) a cu 0- 0 0 0 c as �0 O U z �0 O c E o O a) C a) � N d 0 D � 3 Z N 0 g x o 0 a� o .3 a 0) I� �N X c: 0 0 O U w2 �N (6 0 0 0 E� U N -O.S m � U � N 0.2 coU -0 i c: M� N o � U c O a U� L I I Y I A 3 xx STREET APPROACH SAME SURFACING (RADIUS TO BE AS I o 1 C AS MAINLINE ROADWAY (SEE NOTE 6) C SHOWN ON PLANS) W - - - - - - - I (RADIUS TO BE AS RADIAL COMBINATION SHOWN ON PLANS) CURB AND GUTTER (SEE NOTE 7) CG-6Li SIDEWALK w (SEE NOTE 2) 1 6„ OPTIONAL NAL 6 i 'v�i' II EXPANSION I N I EXPANSION JOINT o JOINT NOTE: WIDTH "B" 2'-0" OR AS MAINLINE ROADWAY SHOWN ON TYPICAL SECTION. A� PLAN VIEW EDGE OF SHOULDER OR OPTIONAL FLOW LINE - MAINLINE ROADWAY MAINLINE ROADWAY SLOPE 10' PARABOLIC CURVE 8 X MAX. p _I SLOPE CHANGES D - - - r. 8% MAX. SLOPE CHANGE I I- 20' MINIMUM FOR 5' IdIN. COMMERCIAL ENTRANCE ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. SECTION A - A 4"12T B CLASS CONCRETE \ ' SECTION C-C D GENERAL NOTES 1. WHEN CG-11 IS USED FOR STREET CONNECTIONS, THE CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AASHTO POLICY AND THE APPLICABLE REQUIREMENTS OF THE VDOT ROAD DESIGN MANUAL, INCLUDING SIGHT DISTANCE REQUIREMENTS. 2. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS WITHIN THE LIMITS OF THE RADII SHOULD BE INCREASED TO 7". 3. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. 4. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE USED WITH THIS STANDARD. 5. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PRECLUDE PONDING OF WATER. ENTRANCE NOTES 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. 7. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE OMITTED IN THE ENTRANCE.) 8. RADIAL CURB OR COMBINATION CURB AND GUTTER SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE EXCEPT FOR REPLACEMENT PURPOSES. 9. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES "D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTIONS. ALLOWABLE ENTRANCE GRADE CHANGES ENTRANCE VOLUME GRADE CHANGE "D" DESIRABLE MAXIMUM HIGH MORE THAN 1500 VPD 0 % 3 X MEDIUM 500-1500 VPD :5 3 X 6 X LOW LESS THAN 500 VPD :5 6 X 8 % NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS CG-11 SREFERENCEN METHOD OF TREATMENT- 502 CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES REV 8/07 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.04 WP-2 EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS ----------------- EXISTING SUBBASE PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1 %Z INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 %2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 303.02 ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 315 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER 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 AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A - - 'DOT ROAD DESIGN MANUAL. THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. ATJTHE'OPTION OF THE'CONTRACTOR SPECIFICATION REFERENCE COMBINATION 6" CURB & GUTTER 105 502 REV.9/06 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 NOTES: -WHEN CG-6R IS DENOTED, GUTTER SLOPE TO BE 2% IN THE REVERSE DIRECTION 50 CM (19.7") SPECIFICATIONS UNIT SIZE - 50 CM X 50 CM X 2.5 CM OR 1 M X 1 M X 2.5 CM (20" X 20" X 1 " OR 4)@ 40?X 11 AVAILABLE IN 9 STANDARD ROLL SIZES UNIT WEIGHT - 510 GRAMS (18 OZ.) OR 2.0 KG (4.5 POUNDS) STRENGTH - 1121 KG/CM (15,940 PSI) COLOR - BLACK RESIN - 100% RECYCLED HDPE PLAN GRASSPAVE2 SQUARES ADJACENT GRASSPAVE2 UNITS SEE ENLARGEMENT BELOW HYDROGROW MIX BELOW RING SUPPLIED FREE BY MANUFACTURER -RINGS FILLED WITH CONCRETE SAND (CLEAN, SHARP SAND) c� s� -COMPACTED SANDY GRAVEL ROAD BASE w oz 957. MODIFIED PROCTOR DENSITY �w - 6 INCHES TO 12 INCHES o aW (DEPTH OF BASE COURSE TO BE N� DETERMINED BY ON -SITE ENGINEER) ?SEE FULL TECHNICAL SPECIFICATIONS FOR COMPOSITION - COMPACTED SUBGRADE, SECTION TOP F„ GRASS ROOT MASS 6 MM (1 4) ABOVE TOP OF RING GRASSPAVE2 ATTACH WITH SNAP -FIT FASTENERS RINGS FILLED WITH CONCRETE SAND (CLEAN, SHARP SAND) ° po o O po o O o o �� $�Oo � � COMPACTED SANDY GRAVEL BASE COURSE ENLARGEMENT ?SEE FULL TECHNICAL SPECIFICATIONS FOR COMPOSITION NOTE: GRASS/PLANT TYPES SHALL BE SPECIFIED BY A LANDSCAPE ARCHITECT OR LANDSCAPE DESIGNER. TYPICAL GRASSPAVE2 DETAIL CHOOSE THIS PRODUCT FOR REINFORCING GRASS WEARING SURFACES 1� NOT TO SCALE 16265 E. 33RD DR., SUITE 20 AURORA, COLORADO 80011 800-233-1510 OR 303-233-8383 FAX: 800-233-1522 OR 303-233-8282 www.invisiblestructures.com Invisible Structures, Inc. rev. 1/18 GPDETI 8.DWG GRASSPAVE IS PROPOSED FOR EMERGENCY ACCESS VEHICLES IN AREAS DEPICTED ON SHEET C3.0 ALTERNATE PRODUCT MAY BE USED, IF SUBMITTED AND APPROVED SEE NOTE 4 4" [_,2" RADIUS 71/2" d 6" J 15 M, MIN. ° SURFACE a 16 - MAX. ."d a- d - BASE 12" ACCEPTABLE --�I ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECIFICATION REFERENCE 105 502 2 R -d d- = 6" a = .; -.4 SURFACE BASE SUBBASE CG-2 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET. OR LESS (ALONG FACE OF CURB) WILL BE 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. STANDARD 6'' CURB VIRGINIA DEPARTMENT OF TRANSPORTATION CONCRETE BUMPER BLOCK NOT TO SCALE DIA. kR REV. 9/06 201.01 / \ y /� . +/, r Q C-R,X(6 V1. J. K(Y ARS KI r Lic. No, 040204£507 Y A� C RYALl %��a.'�c`'!f'�4 1 M O p M U N u� N � > E LUE ~ U < �! t o w O a cl� LU L M Qa _j U 00 LU - Ln r-I a > o (.D LU N � O x LL 0 a U _ W N =U �LLn Q . c Ln rn O N i M a � 00 J � IL z O d U U LU z O U') LU L cW W G O O U U W W Q_ CL OILL! W W ck� CZ DATE DRAWN BY J. WILSON DESIGNED BY J. WILSON CHECKED BY C. KOTARSKI SCALE U V Uj J LLJ ; V / CoJ J H� z `Q C) 1 W U LU W Q J LU C0 J Q w U) v) LU O J l< i JOB NO. 40204 SHEET NO. C3.2 L_ r, r N x SPECIFICATION REFERENCE 221 505 GR-2A (3'-11/2" POST SPACING) MAX DYNAMIC DEFLECTION = 2' %" DI." HOLE 31'2" D I A HOLES k6� CRT POST x HEIGHT TOLERANCE ± 3/4„ GR-2 (6'-3" POST SPACING) MAX DYNAMIC DEFLECTION = 3' NOTES: GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION IF AND AS DIRECTED BY THE ENGINEER. FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET NO. 501.05. FOR DETAILS OF RAIL ELEMENT, RAIL SPLICE JOINT, W-BEAM BACK-UP PLATE, AND ASSOCIATED HARDWARE SEE SHEET NOS. 501.01 AND 501.02. RAIL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII BETWEEN 5 FEET AND 150 FEET. ALL GUARDRAIL POSTS SHALL BE SET PLUMB. POST SHALL NOT BE SET WITH A VARIATION OF MORE THAN V' FROM VERTICAL. W-BEAM, BLOCKOUTS, AND POSTS SHALL BE SET AND ALIGNED WITHOUT ALTERATION OR FORCE, AS PER SECTION 505 OF THE SPECIFICATIONS. ALL GR-2 AND GP-2A RAIL SHALL BE MAINTAINED AT A HEIGHT OF 27 4" + 4" TOLERANCE BASED OFF THE FINISHED GRADE CENTERLINE ELEVATION, PAVEMENT CROSS SLOPE, OR SHOULDER SLOPE. ALL W-BEAM RAILS SHALL BE LAPPED IN THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. GR-2,2A SHEET 1 OF STANDARD BLOCKED -OUT W BEAM GUARDRAIL (STRONG POST SYSTEM) VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 7/05 501.04 GR-2,2A BLOCKOUT FOR CONCRETE POST POST MAY BE HOT ROLLED OR WELDED. TO BE CUT TO FIT POST SHAPE TO PREVENT BLOCKOUT FROM 1-3/4" R 6,, a� 1�4„ ROTATING. 6% DIMENSIONS SHOWN IN - a4„ PARENTH ESIS C° DRILL - INDICATE ACCEPTABLE %4" DRILL TOLERANCES. I 8„ 8„ I 1 y 6"x 8"x1'-2" TREATED PINE BLOCK OR RECYCLED MATERIAL. "x6"xl'-2" TREATED PINE �' BLOCK OR - 7"(+ IAll) 3/4 N HOLES RECYCLED �4 MATERIAL BOLT 4 DEFORMED 6"x8"x1'-2" IN REINFORCED BARS � N N =N BLOCKOUT FOR MAINTENANCE TREATED PINE 4" LESS THAN Q = REPAIR ONLY BLOCK OR HEIGHT OF POST o RECYCLED MATERIAL Lu 9-3 GA. WIRE Ld 6"x8"x1'-2" J ¢ LESS THAN 1'-0.. %" HOLES TO BE STIRRUPS ©�a"x10" TREATED PINE o CAST IN POST LAPPED 10" z_ BACK-UP BOLT BLOCK OR Y2" CHAMFER SPACNPLATE VAR EISG5" 1 RECYCLED MATERIAL w N 7'-0'' TO 8'-0'' ON TOP 3'-0" TO 1'-0" C-C o AT NON SPLICE W6x8.5 OR SPECIFIC POST POST LENGTH TO BE GUARDRAIL OF POST LOCATIONS W6x9 z BASED ON SOIL CHAMFER MAY BE REQUIRED CONDITIONS AT Is, EXTENDED ENTIRE WITH STEEL o THE SITE FAF R LENGTH OF POST AT THE OPTION OF THE I FABRIC Y2"(+ 4") H H BLOCKOUT. OPTIONAL HOLE TO FACILITATE GALVANIZING IN POTSTCHAMFS AODES I Ut HIL A ROR. ALL CORNERS. r� ALL CONCRETE SHALL TO BE -" DIA. BE CLASS A3. T ,hH GUARDRAIL INSTALLATION SITES REQUIRING LONGER CONCRETE POST STEEL POST GUARDRAIL POSTS 8" DIA. MIN. 7 NOTES: Q„ 8,, Q„ 1 ALL BOLTS, NUTS, WASHERS, AND OTHER STEEL ITEMS ARE TO BE GALVANIZED. OO 2• ALTERNATE TYPE POSTS AND BLOCKOUT MAY OO �6"x18" BE INTERCHANGED ON ANY ONE PROJECT WITH %"x18" BOLT BOLT THE RESTRICTION THAT THE SAME TYPE OF POST AND BLOCKOUT MUST BE USED IN ANY SINGLE RUN OF GUARDRAIL. 6 'x8"x1'-2" s J /4 HOLE Q 6"x8"x1'-2" TREATED 3/4" HOLE 3• TREATED w FOR DETAILS OF GUARDRAIL ELEMENT SPLICE PINE BLOCK GALV. STEEL 10D 0 PINE BLOCK o JOINT, HARDWARE, ETC. SEE SHEET NOS. OR COMMON NAIL w RECYCLED GALV. STEEL 10D 501.01 & 501.02. RECYCLED MATERIAL SEE NOTE 5. N MATERIAL COMMON NAIL w SEE NOTE 5. 4 THE GUARDRAIL AND MEDIAN BARRIER z POST TO COMPONENTS DEPICTED IN A.R.T.B.A. TECHNICAL BE GAINED ? BULLETIN NUMBER 268B MAY BE SUBSTITUTED TO ACCEPT IF INTERCHANGEABLE WITH THE STANDARDS FOR o BLOCKOUT o GUARDRAIL (GR) OR MEDIAN BARRIER (MB) AND APPROVED BY THE ENGINEER. SOUTHERN PINES CO SOUTHERN PINE- 5• DRIVE NAIL ON BOTH SIDES WITHIN 2" OF THE TOP OR BOTTOM OF BLOCKOUT AFTER 5/B" x 18 BOLT IS INSTALLED. STANDARD WASHER TO BE USED ON LAST 50' OF RUN-OFF END ONLY UNLESS A STANDARD GR-11 RUN-OFF TERMINAL TREATMENT IS USED. 6x8 WOOD POST ROUND WOOD POST SHEET 2 OF 2 STANDARD BLOCKED -OUT W BEAM GUARDRAIL (STRONG POST SYSTEM) SPECIFICATION REFERENCE POST AND BLOCKOUT DETAILS 221 REV.9/06 236 501.05 VIRGINIA DEPARTMENT OF TRANSPORTATION 505 RESERVED RESERVED PARKING PARKING 113KTY M&TY $M - $51M RE $100 - =500 RE TOW AWAY ZONE TOW AWAY ZONE VAN ACCESSBLE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. PARKING SIGNS ACCESSIBLE SPACES No Scale CG-12 #5 DOWELS, 8" LONG H PERMISSIBLE AT 12" C-C-\ S' nnlnl CONSTRUCTION t 12:1 MAX VIa Z 00m 12:1 MAX N RAMP RAMP /CCC TART 91 lCGC TARI C1 A TRUNCATED DOMES SEE SHEET 1 OF 5 FOR DETAILS 5'-0" MIN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48 : 1 MAX. 20:1 48 : 1 MAX. 2 MIN. SECTION A -A SECTION B-B NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 OF 5. THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 10 15 6 1 14 15 \V DOT ROAD AND BRIDGE STANDARDS SHEET 3 OFj REVISION DATE 203.07 7/11 1�x 12:1 M;AX;,;,MA 9'f WITH BUFFER STRIP WITH BUFFER STRIP Il I I CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK c Ilk - 0 z A 4'SOUARE LANDING AREA N 5 MIN MIN WITHOUT BUFFER STRIP I CROSSWALK I CROSSWALK A 4'SQUARE LANDING AREA OUTSIDE OF TRAVELWAY SHALL BE PROVIDED FOR PERPENDICULAR CROSSWALK WITHIN THE MARKED CROSSWALK AREA. DIAGONAL PLACEMENT MIN OUTSIDE OF TRAVELWAY A 4'SQUARE LANDING AREA CROSS`i✓AL SHALL BE PROVIDED FOR r OUTSIDE OF TRAVELWAY PERPENDICULAR CROSSWALK F SHALL BE PROVIDED FOR WITHIN THE MARKED PERPENDICULAR CROSSWALK WITH BUFFER STRIP CROSSWALK AREA. CROSSWALK WITHIN THE MARKED CROSSWALK AREA. CG-12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 105 502 TYPICAL SIGN POST PLACEMENT IN PAVEMENT STANDARD "A" STANDARD "B" 6Yg pfflu QiIY F?�€Rp �ff �q ■ 0. ] ?Dan tl" FDA #14D w Fm wa f 8 IN-BIr zoo • METAL "v' CHANNEL OR VAN� VAN A EQIIIVA6.ENT MAY BE CCE35IH CG$SSiB MEDD OOR MAPPED t 60" - 84" FROM PARKING SPACE ELEVATION TO LOWEST POI "NON OF SIGN. PARHING LOT PARKING LOT ' 4v� apt ]dIHi, CONCRM FO07DIiG Ain. TYPICAL SIGN PLACEMENT IN GROUND TYPICAL SIGN PLACEMENT ON WALE, DJR PEW AIM L 9 d g >iiD�5U0 Pll� I6a-1a1T 3a1R1�6-5f1p �QIR ¢ 40i-1VAT Z098 • [BUST HE SET BACK 2.5't".. FROM HEAD OF PARREISG � VANSPACE AND/QR PROTECM GGE'W SSMMME BY IIHk ESTOP } el x DIRECTLY 1N YM O CATED 41- t PAitIf NG SPACE Ground line Dad post 'ICI 1 I /iifi�:r.!:�,.;r o ;i PARIUNG DECK mym, SICK P85m IN ■ ROADWAVS CLLU? P.ONS MbSr Unr (j VDIYr STANDARs POSTING SIGNAGE FOR ACCESSIBLE PARKING STP-1 ANCHOR SLEEVE BASE (SEE DETAIL) 0 0 2"-14 GAUGE OR 21/2 -12 GAUGE o ° SQUARE TUBE POST o ° 0 0 O O , .4 °:. o 0 . .a. �1 o 0 °• ° °• D ANCHOR SLEEVE 0 ° 2 I/p" x 7 GAUGE FOR 2" SQUARE TUBE POST 3" x 7 GAUGE FOR 21/2" SQUARE TUBE POST ANCHOR SLEEVE 3 ° (2 /z" x 7 GAUGE FOR 0 LANx 3I/p" GRADE 8 •°'c °,'� - FLANGED SHOULDER BOLT 2" SQUARE TUBE POST o 0 OR 3" x 7 GAUGE FOR o, WITH SERRATED FLANGE NUT N 21/2" SQUARE TUBE POST) o CLASS A3 CONCRETE OR 17/32" DIAMETER HOLE, ° a A PREAPPROVED BAG MIX FROM THE TYPICAL DEPARTMENTS' APPROVED LIST, NO. 31. FOUNDATION TYPE A ANCHOR SLEEVE BASE DETAIL 2"-14 GAUGE OR 21/2"-12 GAUGE SQUARE TUBE POST FLANGED SHOULDER BOLT WITH SERRATED FLANGE NUT �X �VDOT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION SQUARE TUBE SIGN POST REFERENCE ROAD AND BRIDGE STANDARDS SHEET 4 OF 12 REVISION DATE FOUNDATION TYPE A DETAILS 700 1321.13 NEW 01/15 VIRGINIA DEPARTMENT OF TRANSPORTATION S•.J E OP.ydeca�sgi� Q CR ATG W T. KOTARS KI > Lic. No. 0402048507 M O p U N VI N p > E Lu p Lu QUA U. p 0 U. = r� wO co rl C yd L M <� U o0 W J — Lr; 'J W O N v 2! a' � O x 0 Q23 _ N N =U >LLnn Ln 0 41 N It m It 00 _J O Lu � H- z O a U (n w Z O C W W cc u U W W a a 00 � � 00 00 w O H o n o O *— DATE DRAWN BY J. WILSON DESIGNED BY J. WILSON CHECKED BY C. KOTARSKI SCALE p U n 1r..� V ui J W; V/ W z Q O W W w 0 J J J w W m J Q w v ) Lu 0 J LL i I.1 JOB NO. 40204 SHEET NO. C3.3 0 c ai U c a) > N 0 U) (0 0 0 a n >1 c m O a) m N a� O c Z s -0 c Co Co n c 0 (D 0 a)a 5O _� O O �Z O �2 0 c E o C N C 0- 0 � w Z u O � a g x H o w o O 0 0 m O '3 fl 0) Y !n � X C: o .o N U w2 w m C O U U �o 0 E U N m � m � N O N ,O CoU -0 2 C: N O O U O a) _0 a� L 4" CONCRETE PAVEMENT OVER 4" JOINT SEALER #57 OR #21 STONE ON 1 /2" CONFORMING TO ASTM D 1850 COMPACTED SUBGRADE a_ FINISHED GRADE D D D O O 1 /4 / FT (UNLESS OTHERWISE SHOWN) ^ A D D 6x6 W2xW2 WELDED WIRE FABRIC VARIES CONCRETE WALK SECTION 1/8 " D D f l8 D D C 1 D o D tJ D o D CONTRACTION JOINT SIDEWALKS TO BE SCORED AT 5' INTERVALS N.T.S. PREMOULDED EXPANSION JOINT FILLER CONFORMING TO ASTM D1751 OR D1752 EXPANSION JOINT CURB OR CURB AND GUTTER i TYPICAL CONCRETE WALK DETAILS TACK COAT NEW CONC. CURB NEW 2" A.C. PVMT.* PRIME COAT 12" SAWCUT & ° °' TACK COAT ° ° - : EXST. A.C. PVMT. NEW CONC. WALK—4 NEW 6" o o 0 BASE COURSE* 1 - ° a ° 0 1 O J n 4 a oa O Do O EXST. BASE EXST SUBGRADE COURSE NEW A.C. PAVEMENT AT NEW CONCRETE CURB N.T.S. * MATCH EXISTING PAVEMENT SECTION PAINT BLUE PAINT WHIT HANDICAPF1 r-\1\I.11tlV N.T.S. EXPANSION JOINT MATERIAL BROOM FINISH SEE PLAN FOR WIDTH F— SLOPE: 1 /4 :1j-0" X A x—�°X t X� EXPANSION JOINTS TO BE PROVIDED AT A MAXIMUM DISTANCE OF 20' 4" 4" W 1.4 X W1.4 W W F VDOT STD. #57 OR #21 STONE COMPACTED SUBGRADE C PARKING STALL 4" WIDE WHITE STRIPING S*J E OP.ydeca�sgi� "S f� Q CRAIGW J. KOTARSICI Lic. No. 0402048507 M F O O M V N VI N c: >E w < U. o cl� yd L M Qa U o0 w = — Lr; M a p cV C7 W N o jn, x oQ ALL � = N N =U ko >LLQ a c Ln Oi O N 41 � M a � co J ko� 0 (7 0 0 w w 2 U Q z 0 ce- 0 ►7 DATE •- i• DRAWN BY J. WILSON DESIGNED BY J. WILSON CHECKED BY C. KOTARSKI SCALE Q U W J Q w <� CO, J J i--i Q z Q 0 W u W w 0 J J J w W � m � a W Lu O f 1 a U JOB NO. 40204 SHEET NO. C3.4 L / ATERLINE STUB & P_�BLOW OFF VALVE ROVIDED FOR FUTURE DEVELOPMENT MANHOLE PROVIDED / FOR FUTURE DEVELOPMENT WET WEATHER DRAIN SWALE 10 0 50 E 2H J 1C R5' \ / LIMITS OF / P �Q o P ADS(x3 ��\ . ,, :' i ' D c N CLEARING AND /' ' / r -525. 1C1 / / // GRADING BRICK PAVER W W vz, z ti o / �' / \ NV. IN=ti 15"R �m a ol ® �� ' / ♦ / l .01 9.02' .S P=510.72' "R �� 'Y FFE=543.46' �� yam/ O �QQ- y / / INV. IN=507.56 18 RCP (EAST) P / / ` INV. IN=507.30' 18" RCP WEST FFE=543.46 3A ( �/ �S1 / 7 �/� 32 / ( ) ' 47.19' \\ /l� 0 ; ' ' 6- INV. OUT=506.62' 18" RCP 543.46' FFE=543.47' V� / QQ,% % (28 TO 44 r6 \ / EX FH Q', ♦ / FUTURE R/W) R STR A' - FFE=543.46' --- Ju ; , ' P��' ♦ / /` R3 / / /�/ SD CURB INLET W/GRATE / Y FFE=543.44' FFE-543.49 \ --- - / �; / /�/ TOP (GRATE)=510.39' z W 5Q FFE=543.47' R DV. ' � \ : ' Q' / / / INOUT=507.89' 18" RCP U FFE=543.42 ' M/ � � ' a � ♦ /X PROPOSED PROPOSED I ° R3' ACII/I / SD CURB INLET W/GRATE ♦ ADDITIONS ADDITIONS 20' ACSA I ; a / /� INSTALL / , TOP (GRATE)=511.34 EASEMENT B,, ' -' / / STORMCEPTOR // ■ -� ,N � � � INV. 1N=508.81' 15"RCP (Ni X 2STORY ♦ 1C2 ///�/ IN INLET IINV. OUT=508.41' 18"RCP F E=543.49' BLOCK & HARDI-PLANK BUILDING (CASPCA FACILITY) FFE=543.47' 11--- 1638 ti� R5 ' ♦ / /� //// 3355 BERKMAR DRIVE R3 I WL a PROPOSED 2 , , 1641 R5 ® CANOPY , .01 ` CONC. PAD CONNECT TO EX 16 9 a L1 CLO CONC. PAD 539.10 _-- (12.7'x3.7) (17'x8) WATER SERVICE VVt�L1 ♦ 164 / R51 1D W/GENERA TOR W/AIR FFE=543.49' ■ I / / �/ I = CONC. PAD FFE= TRANSFER I VW (6.8"x 7.8) W/ 530.12' FF 529. FFE=543.49' I I R5' RT \ TRANSFORMER FFE=543.49 -SAN x FFE=543.49' C NC\ 1 C3 3' ♦ - ~ I �� 11�RlSE S I STE\ 7 R5 SAN TAR ` ■ I O p SqN SER ®' ® R5\ CIVIL TE AN RETAINING WA L ■ 20' ACSA t 1 coSANI R SE R 6' MAX HEIGHT/ �/ J / / / / � II SERVI ER WITH HR-1 /�/ / / SD CURB INLET W/GRATE EASEMENT '/ II . FIELD-LO TED / / /\ \ , TOP (GRATE)=509.20' II IR CLEAN-OU S PROPOSED INV. OUT=506.25 18 RCP 5.5' 4" DIP II 2:1 SLOPES WATERLINE a II \ SD CURB INLET W/GRATE R4.5'-, 8"W . : N �- APPROX. LOCATION OF INTERMITTENT STREAM TMP 45-88 THE ALBEMARLE SOCIETY FOR THE PREVENTION OF CRUEL TY TO ANIMALS DB. 4444, PG. 616 ZONED. R-6 TTWATERLINE 'A' 530 H 525 520 515 4 A ° 4" Lo r \ • / �TOP (GRATE)=508.60' 5' o 0 0 o II • GUARDRAIL /�%/ / cT\ // INV. IN_504.00' 18"RCP(NORTH) 42 Cam- .,, \/ / INV. 1N=504.33 18 RCP (WEST) j ••A . Qy X,RPER N STR'F' - s9 /J/ / / INV. OUT=504.02'18"RCP J- , _ -------- 8„ - --------- I _ i STRUCTURErA-r ---NOTFOUNDD 6CEPTOR-------7T ----- � l G SD CURB INLET W/GRATE 2F FH -- NLE4----------- ------ - -- I /// j / TOP (GRA TE)=509.44' ---- -_- i � � I � / / ��\ SRC , / INV. OUT=506.26' 18"RCP �- OSED z -Pa! N CJ > 12+00 1 + 0 TA,�R " Q l SD CURB INLET W/GRATE WATER METER J T 3 ' I � �I TOP (GRATE)=509.06' 00 ♦ /� / j �� INV. 1N=502.76' 18" RCP (NORTH) G IN EPT EX STR `� z / / 11� INV. 1N=502.95' 18"RCP (WEST) ETAL FENCL �F 2�G� 2C BIO-R ENTION I / \ O \ o INV. OUT=502.76' 18"RCP 8" DIP \ J REA v 2E 8" PVC s SWM FACILITY WATERLINE 6, P G I A ❑ \c / Q7 '" -4,/ C III \�0� ♦ ANI \ \ 4r �� Q 2D B SqN + • v� STM I 'r / A�l � ,� I \ M O �� / � II O PROPOSED PRIVATE � pVC \ X ♦ Q�G � ,� V O °M° SANITARY SEWER �7 4i1:0 / Q v C Q III ♦ / / 1,z VO QO z h �' 11 2A \ N�� CONFLUME II ♦ \ / Q 0� SCALE 1"=30' IS WATER LINE IS PROVIDED FOR FUTURE DEVELOPMENT m w x co Q� U) 530 RISER (2.5 x 2.5' GRATE)'i'6 TOP=512.70' INV. IN=510.40' 6" PLASTIC (SW) ?�6,30. II ' THIS SANITARY SYSTEM IS PROVIDED FOR FUTURE DEVELOPMENT 535 525 530 520 525 515 510 510 10+00 10+50 11+00 11+50 12+00 PUBLIC PRIVATE WATERLINE 'B' 535 535 530 525 520 515 3. ' MIN 6„ 0/P 4„ I u- W C� ✓' i' O U X w o U W z OU O� O + O = QW �� - w z z O O z m 00 + c'') Q U) cr ^ DW W 0 C0 W d � 0 z m o � O L0 + O Q U O 0 z m o Q O + N Q cn w 0 z Z m = LLI � m L0 co x w 0 L0 0 � N O + c'') a U cM �� t Q U t N W + N Ux U 510 9+8010+00 10+50 11+00 11+50 12+00 12+50 530 525 520 515 510 13+00 13+25 520 515 510 505 500 495 490 CO M A \k� / 0 30' 60' / p� A co (0 CV Lr) o_ 0 D "t 00 (h N Lo �_ 0- 0FL� Ln ti 1,- O Li) Ln C° LO Ln ILL OH O ILL Oil .01' F p C / @1 ° CONNECTION BA z C 165.31' OF °/° X 8" PV 0 % cn 00 M 4.18' DF cn 8" P C Q U z N z H a vi Q ^ U w M w w oQ r U w ,.0 a_> m w � 007 M =� � M O N N 0 (M Q�� co:D co�OZ "*Q» qu)ZZ O T7 Z L0o Q�� z LrYi Z Li gyp~ �QO- Qc~i)zZ ��O Z v<> ~zz o0cn-- + ~ a0 O- 00�0 b zz uicnz 485 9+8010+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 535 STANDARD PROFILE LEGEND: TOP A ELEVATION STRUCTURE ID 0 EIGHT (TOP - INV OUT) EX. GRADE-,,,L�) 530 O0 _ PROP.GRAD 525 DOWNSTREAM STRUCTURE Q m PSTREAM STRUCTURE INLET LENGT ¢O oo-�TnIPE SIZE �� STRUCTURE TYPE 520 � �r1- \� 0 00 cfl If nrn m o+ ? ao m � zz 515 510 505 500 495 490 485 15+5015+70 pig C.� 1 Q CRAIGW J. KO'FARSKI Lic. No. 0402048507 O M E O p M U N � N � > E E w ~ 3 U I Q U. +� 0 LL o w O c0 ,1 uj Q U oo Z Lri O a > O N �7 w N a O 3 U � X LL o Q � w 0 't Ln 2 a N Z U >kD O E N 0) o �' Lu -j W W 00 W J F- 0 O a� 0 = U) (,r) 0 �� 0 00 00 w w w O n F- z O DATE v7 0 04109118 DRAWN BY 1. WILSON } • DESIGNED BY • 1. WILSON • CHECKED BY • C. KOTARSKI • • SCALE CL 4< U V 1 W J Lu Q W W > I -I J r LL Qz0 0 O w I I..L J � a Lu J r ^ Q I --I V J Lu D 0 �J 1..1� i U JOB NO. 40204 SHEET NO. C4.0 0o o � U) �o -2 0 T � E O E E a) 0- O � U �3 zN 0 aNi g x w� O L 0 a- o .3 a 0) ro E 2! Y N m -N X E O o O U w2 (DN (6 E E o E� 3 E U N -00 -0.s m Z U O 0 0 0 O U c E N U) E N o E U 0_ o U� L GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING B STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 4'+MI INITIAL BACKFILL 4'�MI UNSTABLE 8" 8" 8" 8" SOIL - MIN. MIN. MIN MIN. �- -- = #68 STONE GRANULAR FILL AS APPROVED BY ACSA STABLE ' SOIL OFR cl� Z STABLE' SOIL OR ROC NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W- 2 4" DIAMETER BRANCH AND VALVE----, WATER M TD-2 VARIPC ALVE BOX AIN- \-RESTRAINED JOINT FITTINGS ON-LINE (TYPE "B") J. PLUG VARIES THREADED COUPLING PVC SLEEVE _ BRASS NIPPLE AND PVC o CAP j LUBRICATE ALL THREADS THRUST BLOCK (a METER BOX (SEE FIG. W-7) VALVE OX NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF = GRADE ALLOWS VARIES VARIES 2" BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A"} TYPICAL BLOW ---OFF ASSEMBLY NTS FIG. W-8 TD-19 X FOR ALL BENDS W'24zl 45° n = D 45° MIN T SECTION 1-1 45 max L 2 a45' axqPLU J l I 1 FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. 9t>" BEDDING AS REQUIRED SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 2.00 2.25 2.60 0.15 2.00 2.25 2.50 0.15 22 1/2 1.50 2.00 2.52 0.10 11 1 /4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8 45 2.66 2.66 2.77 0.26 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1 /4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1 /4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 FRAME & COVER (SEE FIG. S-I-D,E) SLOPED AREA -'0' TD-3 STREET SURFACE OR NON -PAVED AREA 1 -O" MAX 2'-0" RUBBER COATED STEEL I STEPS CAST IN PLACE 3'-0„ MIN PRECAST REINFORCED CONCRETE SECTIONS 12"" MIN "0" RING SEALS a 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-0" 5` FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETE VARIES DEPTH OF FLOW FILLETS CHANNEL TO BE 3/4 DIAMETER OF CONTRIBUTING=�-- SEWER. 1 ° . . ° , 12" A FILLETED INVERT FOR A SMOOTH : g TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S-I-A TD-25 w J z 1 i 12" i NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270') 18"-22" 7 CU. FT. VALVE BOX #68 STONE-\ 42"MIN ' . '. " " 11 VALVE TEE 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1 /4" 1' MIN FLEXIBLE CONNECTION -j NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE w _j CONNECTION BOOT " INSTALLED 2" BRANCH o TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-1-B TD-27 N.T.S. FIG. W-4 z z N WATER 2500 P.S.I. CONCRETE THRUST BLOCK DJUSTABLE TRAFFIC VALVE BOX W/ LID M.J. GATE VALVE LINE 2'x 2' BEARING AREA. NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-8 TD-9 (4) 1" (25mm) DIA HOLES ON 32 3/4" (834mm) DIA BOLT CIRCLE. 2" (51 mm) LETTERS T O O (RECESSED FLUSH) V 1„ J [25mm] D (2) CLOSED PICKHOLES 1 1/2„ D � [38mm] Z � O 0 0 Tr 1� 1 S E W (2) CORED T PICKBARS 1 1/8" (29mm) DIA BOSS D 27 1/2" DIA 1 1 /2" [699mm] [38mm] m 26 DIA 7" [667m67mm] ~I [178mm] 26" DIA 1 1/2" [38mm] 90 [660mm] 1 /4" (6mm) DIA 3 1 /8" 24" DIA I NEOPRENE GASKET [79mm] OI� [606mm] �1 28 7/16" DIA 5/8" [722mm] [16mm] 23" DIA m [584mm] T 36" DIA 25" DIA �J [914mm] [635mm] FRAME SECTION O.D. OF GASKET GROOVE SECTION Q C-RAIGW J. KO ARSKI > Lic. No. 0402048507 C�via M E 0 O N N ui > E E w ~ Lu � U v Q w o 3: o w w O Q U J Z w N - u, 0 a. > N d C7 W N O� X U Q � w w C] t) i C N Z O �vQL �L 0 41 Lu rn CD Lu O O cl� cl� U-) a a 0 O O 2 V) (,r) L7 0 �� H 00 co w w w O U 0 rN O a o z 0 DATE U) > 04109118 0 DRAWN BY 1. WILSON } • DESIGNED BY • 1. WILSON • CHECKED BY • C. KOTARSKI • • SCALE U ui J oC Q r ^ LL Q J co� �--I J r z uj O Q ui w _l J Q H� m ~ >> J J a V 1 uj O J i U JOB NO. 40204 SHEET NO. C4.1 a)a �0 �Of °Z 0 �2 0 c E o a) c U r_ a D U 0 O .�O � 3 zN 0 aNi g x 0 H 0 o 3 m 0 a� o .3 a 0) m c N � LN X c: O O O U 2 N N (6 0 O Ul U � O N E 0 U � N � 0 U N O 0 ,O N U -0 2 c: N O CU O U O 0� a� L 1 530 1 525 1 520 1 515 1 510 1 505 1 500 1495 1490 485 9+50 40 2H FFE=543.47' FFE=543.42' 2 STORY FFE=543.49' BLOCK & HARDI-PLANK BUILDING (CASPCA FACILITY) 3355 BERKMAR DRIVE I CONC. PAD CONC. PAD (12.7'x3.7) (1Tx8) I W/GENERATOR W/AIR 2� U CONC. PAD FFE= TRANSFER (6.8"x 7.8) wr 530.12' FFE=529.62' TRANSFORMER x `♦ ® o >1 ■ 20' ACSA ROCK \ INV. IN=511.67 15 RCP R D 'It \ , / _ \ ` ARMOR \ / / _ _ _-�- INV. OUT=511.42' 15" RCP // 0 RD �� WOOD -= _� / S CURB INL ET I �I MHD FOOT-BRIDG DR,4NT - - _ - W / / / OP 514 35' _ _ - $ \ /� / INV. OUT=510��5' 15" R y CRAiG'ff. J. K(YFARS KI FFE-543.47 No, 1638 „s% / �� (1402048507 _ r `VWLAB SD C(// B INLET W/ RA TE� '. 1rj REPLACE WITH MH TOP / 5n �'� ■ ■ \ �` (_ ) !OTd�L�y 1641 / TOP GRATE -513. 8 I 169 L 1 CLO ADJUST TO MATCH ;� ♦ I I , / 1N-510.30 15 RCP (NORTH,,,�� 539.10 /s. ' yJ l 1N=510.43 5 RCP (WEST) • PROP GRADE � v------ FFE=543.49 ■ I L 1 164 4 a , f 1 B I I\/ V. OUT=510. 5' 15"RCP FFE=543.49' VWL ' / \,;��' ♦ % o E BUS STOIISIGN N o FFE=543.49 -sAN / ;' %I J co/k&, M R5 I F/T Q o FFE-543.49 _C Nc ■ / / ♦ ' / C/q� > E 1 ■ 9� 1�R/SE S I \ 7 \ STEP R5 ; �' / ; ' / /XI � FNTR'9NC w 1 R 'p' z I R5\ 1 C / / / a 00 ew a / ♦ DC N /M aLLo� SANI EASEMENT II SERVI ER /, II FIELD-LO TED �' / j' NV. 1N=5 15" �� M D a � U m z I I I R CLEAN-OU S \ 4 (� �j�Z` /%� /' / ;' l V. OU 19.02' S" R/ ��\8 ;QC, OP=510.72' w N - O 4" DIP II /QQ i 2 ° I I s9 O / / Py %' / ♦ ` / // ��\\ \ INV. 1N=507.56' 18" RCP (EAST) > o a / INV. 1N=507.30 18'RCP WEST a� M � WATERLINE C� I 2 \ 3A Q Q� ; // / ( ) z � � - e INV. OUT=506.62 18 RCP G _-•-____ ___________ ------a-- • - ea e ' d a a I I \ �� e ° � e 4 Lu ------ 4" ,FUTUR 8 C C� 8" DIP WATERLINE R4.5'--\ 8"W �- APPROX. LOCATION OF INTERMITTENT STREAM TMP 45-88 THE ALBEMARLE SOCIETY FOR THE PREVENTION OF CRUELTY TO ANIMALS DB. 4444, PG. 616 ZONED: R-6 REZONING: C-1 R4.5' 2� �c Jv �� • d II ♦ / /� �R3' / /� / SD CURB INLET W/GRATE � GRouN 42 ♦ �- J ,-- , ' `Z` j / // TOP (GRA TE)-510.39' _ ¢ , r, ;17d�,F R ; ; / / QSQ' / / ♦ / / / �// INV. OUT=507.89' 18" RCP ~ o rn --- - - I ��/ ♦ / R3' / / in w ----�__ _-- STRUCTURE / L M ___---------------------- _ - / / / // SD CURB INLET W/GRAT w w ---------------- NOTFOUND i / / ° ' ♦ / // / // o w ----------- - --L_ I _ i \ - I I � TOP (GRATE)=511.34 � � --------------- / INV. IN=508.81' 15" RCP ( O O - _ _ aZ _ • 1 C2 lINV. OUT=508.41 ' 18" RC U U ---�_ 8"W 8 W �\�� (210, 215, '� 1638 ° ° R5' ♦ / /z a a �R I --- '10 `L�` R3 / / O a WATER METER T� ? ■ I o B 60 , 1641 R5 / /� / // (D G l =51 PP 6 I 16 9 L1 CLO METAL FENCE 8• DIP +�G� 2C 539.�1 ' �___-_ 164 R5 1D / o co co 8" PVC S WATERLINE\� 6o p�G ■ 4 / / / w ~ 1-1VWL .o II I / / > w On I R5' RS / / / // = I-_ N B 2B I11 i -SAN /// Q O o 0 2D S C Nc 1C3 3' /// /� z AR PROPOSED PRIVATE 8„pVC II 1 ��' 11 RISEIf S I \ � 0* \ Rq SER SANT CE R O R // / / %/ > DATE SANITARY SEWER _ - -- X� • II R g, I R5\ CIviL TE AN / / %j � 04/09/18 ----- J II co O 11 SA NI R SE R / J / II 2A k II SERVI E ED SD CURB INLET W/GRATE DRAWN BY CONCRETE I I ■ FIELD- -0 \ / / / 8 // TOP OU�A506.25 80RCP J. WILSON FLUME II II I R CLEAN-OU S 7 INV , RISER (2.5 x 2.5'GRA TE) 6 2�s�cjO U DESIGNED BY TOP=512.70' ?0 • ♦� vZ / / SD CURB INLET W/GRATE • J. WILSON INV. 1N=510.40' 6" PLASTIC (SW) 6' �- 11 - 4" �" r A/ TOP (GRATE)=508.60' • INV. 1N=509.40' 6" PLASTIC (NE) TMP 45-109C3 II P II \ \ • \ /�%/ / INV. 1N=504.00 18 RCP (NORTH) • CHECKED BY INV OUT=509.01' 15" CPP II I _ INV. 1N=504.33 18 RCP WEST ch 7v LARNER, JAMES & ROXINE11 42 ♦ ®- - \ /J / \ j INV. OUT=504.02' 18"RCP ) � • C. KOTARSKI n DB. 4826, PG. 608 I II i I - _ � I sy� / � � // Q • • h30"RCP--�� ZONED. C-1 II Q Z SCALE STRUCTURE ----------_30_'fZCP I II _---- _ _ NOTFOUND / .� SD CURB INLET W/GRATE • / ____________-II --I - - -- - - --/'� TOP(GRATE)-509.44' r MHD SCALE 1 -30 _ _ _ -_ - - - - - - INV. OUT=506.26' 18" RCP TOP=514.14' } ry INV. 1N=498.89' 30"RCP 0 30' 60' `� i?10, ?1S, / I INV. 1N=508.79' 15" RCP SD INLET WIG RATE S ffR '� / / � SD CURB INLET W/GRATE � TOP 528.15 2F SAFETY SLAB HT: 12.25' `(SL-1) �7 FINE FINE FINE ..1 �.T.■■I to] - .. _■ MIMIC mi go ��rl��■1�111��, 1=1100110 •. `��I�I��■��I�■IIIII��ii��ll■ ��I��I�I��I�■1IIII��II■mil■ ��I��I�I��\��I�■11�11�•�'' III■yll■ �Ron 'I 1' _• _ �ojmml 110010011I■ � Him 1 HE ��I��I�►/�TiT1 ��IIII_.,,,,,,,,,,,,,,,,,,,,,,,,,, �1��I�I _■11■I� '• 1100I■11001=1■ 1 ... ��IIAII ��I��I■ �\III■III■I■�►�-•- �..� 11�■■■1��l��I■ ��II■��■I■��0�■III■■1��1��1■ ��\II■III■I■■��■IIII■■1�1\��I��1■ 1100�111Mim lI11■ II■I■ ---- --- �1m irk■■1�1��1��1■ "_ ---- ... �iil� - ' - ICI �� : 1 1'�_I-■■1��1��1■ 110010011100.11 ' I�I� • ��I�■■1��1��1■ �1■I��I�I��ii�l�i'iil�■1��1��■ mm1m_�1l��I�■1��1[��IB■mml 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 530 525 540 520 535 515 530 510 525 505 520 500 515 495 510 490 505 485 14+5014+70 500 9+50 MENEM FINE 'r a owl al FINE ■■1 FINE m FINE EW FINE l001 ■1 FINE ■■l FINE FINE FINE p-lowo ANN FINE !ININE ��■1�■� //�■li-1�1'llill�� 1■ ��■Iv■1`�,,,,,,,,, • . 1 1'. I�I� ��■1�■1■1\� ��l�jy�■1■li - ��I� ��I��1■IS'' 11' i��l� MENEM, 1�1' P NOTES: 1. THESE SHEETS ARE PROVIDED FOR UTILITY PROFILE INFORMATION ONLY. 2. ALL PIPES IDENTIFIED AS'RCP' SHALL BE CLASS III RCP AND ( 1 CONFORM WITH VDOT SPECIFICATIONS. v 3. REFER TO SHEET C4.1 FOR NOTES AND DETAILS. 4. INLETS ARE DESIGNED AND IDENTIFIED AS PRECAST TOP r ^ UNITS (T-DI-3) WITH PRECAST BASE UNIT (SIZED PER VDOT V ) DETAIL) WITH INLET SHAPING. 5. CONTRACTOR TO VERIFY INLET/MANHOLE BASE SIZE WITH w MANUFACTURER TO ENSURE THE BASE CAN ACCOMMODATE THE PIPE CONNECTIONS 540 6. IF INLETS ARE INSTALLED PRIOR TO TOP LAYER OF PAVEMENT THE CONTRACTOR SHALL ENSURE RUNOFF CAN w BE CONVEYED INTO THE INLET WITHOUT PONDING AT THE GUTTER J 7. STORM SEWER TO BE PRIVATELY OWNED/MAINTAINED H 535 w u- STANDARD PROFILE LEGEND: Q 530 525 540 520 535 515 530 510 525 505 520 FINE ONw, rcfs7__m�c 11001001 ■��■ DOE 110FII �l,IIAII■■�!_ m oom■ VVV VIJ 10+00 10+50 11+00 11+50 12+00 12+50 9+50 10+00 10+50 11+00 11+50 12+00 >O// TOP o0 1A STRUCTUREID z a ELEVATION HEIGHT (TOP - INV OUT) OU Lri Lc) J Lu I o = X. GRADE � Q J � Q w�PROP. GRADE ~� m > a � V /DOWNSTREAM STRUCTURE w O Qm UPSTREAM STRUCTURE INLET LENGTH oo_�PIPE SIZE OSTRUCTURE TYPE � �1� �� 0 00 O 11 O� m O �� o �Oz m cn ZZ i ONION U JOB NO. 40204 515 0 12+50 0 50 PROFILE SCALE 540 535 530 525 520 5 SHEET NO. C4.2 c 0 a� 0 L 3 c L C 0 0 T 4 Q V O CO 0 N O 0 a °? 0 a SL-1 45 BARS It $" C-C TYP. I I I I I I�I_I A I C I I I I A -A `• I I I I _� 30" QIAhAETER PLAN 2016 ROAD & BRIDGE STANDARDS #5 BARS e 8" C-C TYP. 30'' DIAMETER �I STPU ZE AND WALL CTHCK ETURE ISS VARIES PLAN CLASS A3 CONCRETE SECTION A -A NOTES; 1. THE STANDARD SAFETY SLAB {SL-1) IS TO BE USED ONLY WHEN SPECIFIED IN THE PLANS ON TW DRAJNAGE SUMMARY SHELT AND/OR THE DRAJNAGE ❑ESCRIPTION.FOR MANHOLES, JUNCTION BOXES, AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET, THE 5PAGING OF ADJACENT SAFETY SLABS SHALL BE B`TO 12'WITH NO SAFETY SLAB LOCATED WITHIN 6 FEET OF THE TOP OR BOTTOM OF THE STRUCTURE, SAFETY SLABS SHALL NOT BE LOCATED BELOW ANY INLET PIPE OF 30" DIAMETER DR GREATER. 2- THE COST OF THE SL-1 IS INCLUDEO IN THE COST OF THE STRUCTURE. 3- ACCESS OPENINGS ARE TO BE STAGGERER FROM ONE SIDE OF STRUCTURE TO THE OTHER WHERE APPLICABLE- STEP$ ARE TO BE STAGGERED ACCORDINGLY - SAFETY SLAB MAY BE CASTAN-PLACE OR PRECAST. CAST -IN -PLACE CONCRETE TO BE CLASS 4 {3000 PED. PRECAST CONCRETE IS TO BE A4 {4600 PW. REINFORCING STEEL TO BE IN ACCORDANCE WITH AASHTO M31. 5, ACCESS OPENINGS MAY BE 30" DIAMETER OR 30" SQUARE. WHEN STRUCTURE WIDTH IS LESS THAN 34" THE ACCESS OPCNING SHALL SE RECTANGULAR (STRUCTURE WIDTH BY 30" LONG). CLASS A3 CONCRETE SECTION B-B SEE CAST IN PLACE DRAWINGS -OR FURTHER DETALS # 5 BARS R 8" C-C TYP. TYPICAL PRECAST UNIT xvocrrTYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, SPECIFICATION REFERENCE ROAD AND $RIDGE REVISION DATE MANHOLES AND JUNCTION BOXES SHEET 1 OF t REVISION DATE 302 106.14 VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS j i SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. i A 41 .e TRANSITION BETWEEN PIPE DIAMETERS WHEN DFFERENT SIZES OF PIPES ARE ENCOUNTERED. NOTES: SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF STRUCTURE. MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS C1 EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE SLOPE TO DRAIN TO INVERT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS SLOPE TO DRAM •• TO INVERT OF OUTLET PIPE UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, o o /// •tit:ti':ifwit :. `+' BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE ( /�/ ::r<:;•.:•n.;i;;iti: i��{ SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE \ OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. , a.•.. DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE - e • ° PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES XVDOT SPECIFICATION STANDARD METHOD OF SHAPING REFERENCE ROAD AND BRIDGE STANDARDS MANHOLE & INLET INVERTS SHEET 1 OF 1 REVISION DATE 302 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION MH-1 1'-9Y4' DIA THE LETTERS V.D.O.T. ARE OPTIONAL IF USED THE LETTERS ARE TO BE 1 1/2' COVERCAST NTHE 1" WIDE RAISED 0_y"IN TOP HIGH AS F 11/z" �4" 1V2 ' SHOWN. �e .�zi =k I �•" FINISHED DIMENSION MACHINE$1- 1'-8%ems" DIA SECTION A -A B L A LETTERING OPTIONAL APPROXIMATE WEIGHT CAST IRON FRAME 239 ± 12 LBS. COVER 137 ± 7 LBS. B J ■ ■ ■ ■ ■ ■ ■ V U) l�) I � 'LimMEMOMEMEMEMEM ■ TOP 5. I T-O" DIA 5" I r� T-9-Yi" DIA �1 �+ SECTION BSECTION B-B BOTTOM XVDOT SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD MANHOLE FRAME AND COVER REFERENCE 224 SHEET 2 OF 5 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 302 106.02 302 'DOT' LABEL TO BE REPLACED WITH 'STORM' T-DI-3,4 NOTES: CURB DROP INLET THROAT SECTION 1• SEE GENRERAL NOTES - PRECAST FOR ADDITIONAL DETAILS. 2. CONCRETE TO BE 4000 PSI MINIMUM COMPRESSIVE STRENGTH. STANDARD IC-2 3. REINFORCING STEEL IN ACCORDANCE WITH ASTM A-615 FOR FRAME AND COVER 5" *4 BARS #3 BARS-, #4 BARS REINFORCING BARS. O 4. REINFORCING IN ACCORDANCE WITH ASTM A-185 FOR WELDED WIRE MESH. 5. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY ?0 VARY WITH MANUFACTURER. X 30' 6. THIS UNIT MAY BE USED WITH ALL STANDARD DI-3 & DI-4 CURB DROP INLETS. V�l£S FRO 7.EACH FACE BLOCK SHALL HAVE 2 OR MORE LOOPS (#3 M DOWEL HOLES C 2 �6" SEE SHEET BARS) CAST IN FACE AS SHOWN. THESE LOOPS MAY TO / 20,-0„ 2 OF 2 FOR BE USED FOR LIFT, AND FOR TIEING IN THE POURED l ALTERNATE IN PLACE GUTTER SECTION. FACE BLOCKS ARE TO BE 5" DETAIL. SEALED WITH GROUT OR POLYSULFIDE SEALER. CMIN. 8. STANDARD ST-1 STEPS NOT REQUIRED IN THIS TOP UNIT. LOCATION OF HOLE TO VARY ACCORDING TO TYPE OF INLET CONSTRUCTED. - W- W-20- FACE BLOCK SEE SHEET 2 OF 2 FOR ALTERNATE DETAIL. SEE ALTERNATE NOSE DETAIL, SHEET 2 OF 2 2'-10" ALL RIB BARS #5 ON 6" CENTERS. _ 't�v,•�•S.fss�:.:: "sue:. ::1'•'s'.'!':.r is: �: ".r% # 4 BARS 5• •3 /� ,,:. Q #.4 BARS N BARS s`. 6„ #3 BARS -- . ;' ::.'r`i :'. #4 BARS SEE ALTERNATE 1" DEEP NOTCH FOR INTERLOCK DETAIL B VARIES WITH MANUFACTURER TYPICAL MINIMUM BAR REINFORCEMENT 2'-10" ALL RIB BARS W-20 SMOOTH BARS ON 4" CENTERS. 2Ye W_20 T-71 :• •: -20 4- #4 BARS 7.1 "W-2 W-20 0 5e W-11 W-11 04 W-11 = W-20 W-20 I �• 3/2 W-20 OF W-20 W-2 W LOCATION OF HOLE TO 1" DEEP NOTCH VARY ACCORDING TO TYPE FOR INTERLOCK OF INLET CONSTRUCTED. W-11 TYPICAL MINIMUM WELDED WIRE REINFORCEMENT XVD ROAD AND RIDGE STANDARDS STANDARD PRECAST TOP UNITS SHEET 1 OF 2 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 103.05 RECOMMENDED MINIMUM HEIGHT CHART PIPE H DIMENSION 2 SIZE CONCRETE PIPE D U w 6" mQ 0 -8.. 3,_11 m 0 10„ 3,-31 12 3'-6" - 15 3 -91 18" 4'-DI 21" 4'-3 6l 3'-9„ 8" 3'-111/4. al z 10.. 4'4/4 i,i Ld 12" 4-4" 15" 4'-71/4" c 0 m U m 0 18" 4'-10'/2" d 21" 5'-1Y4" M _ 24" 5'-5" 00 o a 27" 5'-81/4" 12" 4'-4" Z)L, 15" 4'-71/4' 18" 4'-101/2" L� N 21" 5'-1Y4" mw L' am 24" 5'-5" q-0 27" 5'-81/4" UNm 30" 6'-2Y4" dlr-Z � 0 . 33" 6'-5Y4" 0 0 0� 36.- 6,-9„ 42" 7'-31/2" 48" T-10" SPECIFICATION REFERENCE 105 233 302 MH-2 FOR DETAILS OF ALL COMPONENT PARTS AND "GENERAL NOTES- PRECAST" SEE SHEETS 103.01-103.11 SPACER UNIT A ' r r --� - ° � ----- �- RISER UNIT W ° LL - - - - Z i _ - - - ° RISER UNIT !E RISER (UNIT REDUCER z J l l REDUCER UNIT rl'r MONOLITHIC - 1-- BASE -- ° -- BASE � UNIT BASE UNIT I T I _r,_� E17t FOOTING EL FOOTING SPECIFICATION XVDT REFERENCE PRECAST MANHOLE ROAD AND BRIDGE STANDARDS 105 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 1 106.07 PB-1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL TOP OF FILL GROUND LINEPF GROUND LINE = GROUND LINE x '' 1I I1=1I1=1 rrrrrr rrrr III=1 =III =1 I=1 I� rrrrrr rrrr III-III=1 I - =1 I=1 =1 rrrrrrr rrrrrr III=III=1 I- I-1 1 II rrr 11 EARTH rrr I r r rr EARTH I II a r I I� + rrr d 11 ROCK OR d 1 II II. Ell SOILIELDING I II. o II I- BEDDING o _I II o 7 I MATERIAL MIN. 1/10 D X D X BEDDING j jI p p --- - X D X BEDDING MIN. 1/10 D MATERIAL - E MATERIAL X I D X '/2" PER 1' OF H MIN. 8", MAX. 24" FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE LIM MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x DI MIN. 1.5 x D TOP OF FILL TOP OF FILL TOP OF FILL m = as = rrrrrrrrrrrrrrr rrrrrrrrrrrrrrr - x } rrrrrrrl rrrrrrr.; _ - rrrrrr rrrrrrr • _ - .;rrrrrrr rrrrrr;. - - •rrrr N = rr = = rr rr : - + r d :GROUND = rrrrr rrrrr : - _N - :rrrr rri :rrr rr :: + GROUND - rrrrrrrrrrrrrr rrrrrrrrrrrrr - _ - rrrrrrrrrrr rrrrrrrrrrr = N rrrrrrrrrr rrrrrrrrrr - - rr LINE r d rr;•;;•;;{�; o =��N LINE -rrrrrrrrrr d rrrrrrrrrr + GROUND 0 N _ - LINE III III -III -I IJ I11 I EARTH M I I I I I - ROCK ORIMIN. MIN. 1/10 D UNYIELDING _=III-- -. ; 0=4 1/10 D X D X BEDDING MATERIAL i /2 PER SOIL 1" OF H X D X _- - -i i-iTi-iTi-i �i i- - MIN.1/10 D t� BEDDING MIN. 8", BEDDING EARTH MATERIAL MAX.24" MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL BEDDING MATERIAL IN ACCORDANCE WITH EMBANKMENT NOTES ® SECT ON 302 OF THE ROAD AND BRIDGE SPECIFICATIONS, FOR GENERAL NOTES ON PIPE BEDDING, CLASS I BACKFILL MATERIAL IN ACCORDANCE SEE INSTALLATION OF PIPE CULVERTS WITH SECTION 302 OF THE ROAD AND BRIDGE AND STORM SEWERS GENERAL NOTES SPECIFICATIONS. ON SHEET 107.00. REGULAR BACKFILL MATERIAL IN ACCORDANCE FOR PLASTIC PIPE CLASS I BACKFILL MATERIAL WITH SECTION 302 OF THE ROAD AND BRIDGE rr��r SPECIFICATIONS. CRUSHED GLASS CONFORMING TO THE IN ACCORDANCE WITH SECTION 302 OF THE ROAD SIZE REQUIREMENTS FOR CRUSHER RUN AND BRIDGE SPECIFICATIONS. AGGREGATE SIZE 25 AND 26 MAY BE USED IN PLACE OF CLASS I BACKFILL. FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. XVDOT INSTALL. OF PIPE CULVERTS AND STORM SEWERS SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS CIRC. PIPE BEDDING AND BACKFILL - METHOD ''A'' 302 SHEET 1 OF 4 REVISION DATE 07/12 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 107.01 1 J i ='H O 0, CRAIGW 3. K9FARSKI Lic. No, 0402048507 Y M E CD 0 M U N u� N C Q U > E Lu Lu E Lu U � � LL i n Lu 0 16 � QJ U000 a J H d >C) N N C7 W :1X LL Q : (n = N Ln N = U > F_ Q c Ln O� 4 N N M a� GO J Lu LD F_ CL O c� z O I - a U U) w 0 z O U) Lu W W C) C) W W Q_ CL 0 Q j LLI Lu CIO CIO w Q rj ti C) O DATE 04109118 DRAWN BY 1. WILSON DESIGNED BY 1. WILSON CHECKED BY C. KOTARSKI SCALE o Uai U)^CL , U V / c N 0 Lum J U N 0 n 0 c 6s 0 6) Lu N a ma J o c i jIll-4 m J a caii} v c 6s z 1= 11 1 a O�■. LLJ Lu Q `o W 0 J J 3 Q •c Lu LL =o o O z a °Z DO ( ^ 2 v J o uj co E � O -0 C C N 65 C (Z O Z) U O C O Z 3 Z rn J 2 a 2 x N m o w 0 CD w o T a li o c E Y N U +0+ XN U C N O O U 2 ca C O V) U C O N E 7 C U 63 -a 6 0.6) 'a f6 .2 •U � JOB N0. ° o U 40204 ccU) U) O C SHEET NO. a o C4.3 s ] L c 0 0 0 Q 00 v 0 0 N O 0 0 a 0 a 14 op .T,/ \ //GJ/07 ANKW.H C C III o. 14 � 04/09/18 // S55� \ � � \ \ / / / / � / r rr /i/�i //� ` � \ � 8" w \I� .._ pE AR� _ _ - ' ♦ / rir/ '/ 1.�� I \ I � � 0 -f ul / R5' I I / J �� j , /r//r Y _ _ \ \ II\ w �; E J' \v \v \v v v EXISv T/ING TREE I I , - - - - - �'C;Z �HR TO REMAIN TYP LL / Q C W r� --- / \ / / R5 - � / �/ //� ; � \ / r �� ♦ , � � �/ c�MMFRciq � 'J'' � R2.3 � >ooN � N c� W "' a Lu ,� ( 1 /, / /�,/'// ///r Ste¢' / '1' / j/,' ///// / \�\�� / /' c � � \ \ \ 47.1 \ r / (28TO�44/� o V71 FUTUR/W)� w~ O O V) Q- CL RT 0 22 IlI��' '' 0 / /, / �/ \ \ \ \ \ \\ / ■ EXISTING BUILDING 1 I �; \ \ \ \;' / �i' ///'i / / / o co co R5. / ♦ / / , / / / / �RONTA91` L DSCAPING TO BE IMPROVED WITH > ,y 3' � / ,� / , // / / ADDITIONAL LANTINGS. SEE NOTE THIS SHEET w o n AO /r = Q N co z / - - - - ♦ / �--R5' r' // /j/ j / / , \ply\ /� c� DATE \ \\ -/ > - - - / , - �� / / \ \ \ \ I // ■/ H / // l// / N1/// //�, / �/ 04109118 - - - - - / / �' / / �' / \ \ \\ \ \ / �/� I/� I IVI T EE R5' R /r / /'////,// / / , APPROX. LOCATION OF EX. TREES TO DRAWN BY REMAIN. TREE REMOVAL IS ALLOWED + -// /,/ / IN THIS AREA. ALL LANDSCAPE PLAN t�-�J-4 R5 _ _ _ // / / / REQUIREMENTS WILL BE MET.lY� / � / / ///C. GREGORY qw � 2 I 7 DESIGNED BY C. GREGORY r r \ \ ` _ - - - \ - - _ 535 / / / / I i r - / / , / /�// // �'' / / r • CHECKED BY �' / / _ _ - - - - - - - / / /' I �, J �/ _ II ■ / , / r / / / //�� I • F. HANCOCK 4j DIP 'WATERLINEWool 5 I \ II �� / / / / / r r //// / �� / y'// • SCALE / r o^\'c / / r '/ �/ / / / \ / / • 1" = 30' 25, /// —moo c \\ II t //// // / �/ /� /�\\ \ /ri �/ �� / G'T\/ // // • \ L R5' , a$ 42 _ ♦ ��/� • R4.5' - - 5 52 ^ ♦ _ R312;:/ i J 04 GENERAL NOTESCL < PRE -CONSTRUCTION _ — _ — 525 - - - _ - _ • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT , - ' , , - - 520 - - - - - - - - _ - - 525 526 - -_ _52�- - / / ,�„� _ - I I I / - _ / / /�/cj // I / / �1 LANDSCAPE NOTE 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE , - - - - - - _ _ _ _ - - V�' / 0. LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS. 5 0 521 / l ` /// o �� AT THE PERIMETER OF THE SITE, EXISTING VEGETATION IS INTENDED _ 519_ _ I J _ / ��4/ / TO REMAIN AND SATISFY BUFFER REQUIREMENTS. SUPPLEMENTAL NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. ; - - _ - - `� 518 • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO - _ = _ _ _ _ _ _ _ - - S _ _ _ _ _ _ - -gam - - / I ,' I� �' �' /5 / ' / / / I / / �� \ /� 20= LANDSCAPING WILL BE PROVIDED IF IT IS DETERMINED TO BE BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL - - ; - -' - / \ NECESSARY BY THE ZONING ADMINISTRATOR OR HER DESIGNESS. ui \� _ - — — — - — — \ - - _ _ _ _ _ ; , _ _ _ _ I ►I / / /® c� ��_ �� SUPPLEMENTAL LANDSCAPING WILL INCLUDE EVERGREEN TREES, J BE VERIFIED PRIOR TO BIDDING. - _ — /� \ '\ / / / • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND `\ �� _ _ -515� _ - _ _ _ — �. \ _11 ;0/ ♦ / / / 4SUCH AS EASTERN RED CEDAR AND AMERICAN HOLLY. VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND \ \ \ \- - - - r \ — — \ ' 4r �'/` ) I •// // / I / / �� INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND \ \ \ \ \ \ \ \ \ �� \ - - - - - - - _ _ - \ - - - - - _ _ ,�_ Ir / �, ♦ /r /\ \l I �' / 1 o� �O�M`" REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY PROPOSED PRI!/AIE_ I I' STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT \ \ \ \ \ \ \ \ \ \\ I \ - - - - - _ _ / / I , ^ `Z <v <v \ \ \ -S4N4T9RY SEWERFOP �1 Z PROOF OF NON AVAILABILITY TO THE LANDSCAPE ARCHITECT, \ \ \ \ \\\ - - - _ _ _ _ _ _ _ - - _ _ / / i' \ <(/ v \ \ \ - - - _ _ _ - ►► r oQ0 CONCEPT PLANT SCHEDULE w Q TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. / �� Q • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS \ \ \ \ \ \ \�S \ \ ` \\\ \\� — —� — — \ \ \ \ N' ' / ' // / Z \ \ \ \ T R45-88- \ O i AND CONTRACT SPECIFICATIONS. \ \ \ \ \ \ _ \ o \ Ttl£A\LEMMARL� `S ICTYy=Qf.�TIE\ \ \ \ \ r = _ _-� __ _ —_ ^ \ I I I /�� o �� h LG TREE 6 } • SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER \ �Pl�EIN�lC?I1��iFCl� TY\rQANIN�,gL�\ \ \ \\ \\\\ \, \ �\ \\ \ - \ I / I S / AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED \ \ 'lr _ / �k I /�� / LARGE SHADE TREE z W ��14r PG, 616 \ \ \ \ \ \ \ \ \ _ - \\ \ - - \ ♦ / r / / + BETULA NIGRA / RIVER BIRCH Q PER TEST RESULTS TO ENSURE PLANT HEALTH. 0. �OA1��6 \ \ \ \ \ \ \ \ , \ - \ r I \ P I \ \ \ \ \ \ ` \ \\ - \ \ \\\ \ \ I 1 II \ QUERCUS PHELLOS / WILLOW OAK (<CON�\� \��\\\��\\\ \\\ \\ \ \ \` \� \\ \ \ /I I _\\\ \ -' I ►I �\ / I /` J \ wJ ui STRUCTION/INSTALLATION \-�N -109C3TMP 5 � • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS \ �\ ` \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ` / _ \ \ \\ \ \ �� \ I 1 //, LARNER, JAMES & ROXJNE11 / \ / I P \ MD TREE 6 Q AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY ` \ \ \ \ \ \ \ \ \ ` \ \ ` \ \ \ \ \\ \ - I // DB. 4826, PG. 608 I II / 0�' ' MEDIUM SHADE TREE J U \ \ \ \� \ �\ \ \ \ \ I \\\ \ \ ///� / II / \ w 0 CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \\� \ / \ / // ZONED: C-1 I / \ + ACER RUBRUM /RED MAPLE m \ ` ` \ \ \ \ \\\ \ \ \ 1 \\ �7/ /f/- - _-?�2=_--_____ I �j I I , \ \ CARPINUS BETULUS/ EUROPEAN HORNBEAM Q CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" \ \ \ \ \ \ �\ \ \ \ _ \\\ - - • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING \ \ \ \ \ p \ \ \ \\ \ \ \ \ / / \ _ // ___-_ -�- I► , \' \ /1 Q THE DESIGNATION OF BOTANICAL AND COMMON NAME. \ SHRUB 55 w • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING I �\ \ \\ \\ \\ \\ \\ \\ \\ \ \\\\\ \\ \\\ \ \\ \ \ \\ SHRUB AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT - 1 INTERFERE WITH SIGHT DISTANCES. \ \ \ \ \ \ \ \ \ \ \ \ � \ \ \ \ \ I � � � •C � _ \, \ FOTHERGILLA GARDENII /DWARF FOTHERGILLA • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL 45-o\ \ 1 \1 \ \ \ \ \ \ \ \ \ \ \ I _ - - ILEX GLABRA / INKBERRY HOLLY DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE ,SON, 3 1 1T#1 D\& \ BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS ''EARL ANqEfi'SmMI WHICH AFFECTS THE GUARANTEE. 'V912$, PIG. 06 J INSPECTIONS/GUARANTEE • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY / OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND "' THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE 00 TMP45-109C2 pQ — CONTRACTOR. ACCESS HOLDING LLC z • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR DB. 4485, PG. 455 JOB NO. COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT ZONED: C-1 40204 OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE SCALE 1"=30' CERTIFICATE OF OCCUPANCY. NOR SHEET NO. • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. 0 30' 60' L i . D 0 0 0 U) 0 Q Q m 0 cn D 0 m m Q 0 0 3 (a 00 a� o CD �U) z �0 f� 0 g c m o m N a o � 3 z N 0 �Q X 0 o w 0 0 Qw o .3 0_ o >` �N X c: N O O U wL i �N 0 w o =0 0 E-0 U @ 0 m� U 0 U) -0 @ U -0 �N U� N o c: U @ O Qw U)(D L_ 0 0 T Q a 7t 0 c2 0 N 0 0 a) a PARKING AREA LANDSCAPE REQUIREMENTS *PER32.7.9.6.A.&B. REQUIREMENT AREA CALCULATION REQUIRED PROVIDED AT LEAST 5% OF PAVED PARKING 22,951 SF AREAS AND DRIVING *NEWLY ADDED 22,951 x 0.05 = 1,148 SF 1,870 SF AISLES TO BE PARKING AREA 1,147.55 LANDSCAPED WITH TREES AND SHRUBS ONE (1) LARGE OR 70 PARKING SPACES MEDIUM SHADE *NEW PARKING 70 / 10 = 7 7 LARGE OR MEDIUM 6 LARGE TREES TREE PER TEN (10) SPACES SHADE TREES 6 MEDIUM TREES PARKING SPACES LANDSCAPE SCREENING REQUIREMENTS *PER32.7.9.7.A.2. REQUIREMENT AREA CALCULATION REQUIRED PROVIDED PARKING AREAS WITH FOUR (4) OR SCREEN PARKING 55 SHRUBS TO MORE SPACES TO 70 PARKING SPACES N/A FROM RESIDENTIAL SCREEN PARKING BE SCREENED FROM AREAS AREAS RESIDENTIAL AREAS TREE CANOPY REQUIREMENTS *PER32.7.9.8.A.1. REQUIREMENT AREA CALCULATION REQUIRED PROVIDED 10% OF SITE TO 8.88 ACRES 386,812.8 x 0.10 = EXISTING: 142,982 x HAVE CANOPY (386,812.8 SF) 38,681.28 38,681.28 SF 1.25 = 178,728 SF COVERAGE INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS AT THE SAME GRADE AS ORIGINALLY GROWN OR 1-2" ABOVE IN POOR DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL REMOVE ALL STRING, WIRE, AND BURLAP FROM TOP Y3 OF BALL BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER SCARIFY BOTTOM AND SIDES OF PIT ...oeeo..9: B&B CONTAINER SHRUB PLANTING DETAIL NOT TO SCALE , mk MR mom, ........... .•i�i�i�i�i�i�ii�i�i�i�i�ii�i�i�c�Oi� .•000OOOOOOOOOOOOOOOOi' �1 i.�.�.�.*.: �•� �; .� .�.�.�.�.�. zoo o sr_ NE i 10 OWN t Amu 1105.0,15, 1 0'1, I I ?i?i2ifi �2i!i!11 �� y %/////.l J �Cl�l�l'�! %�� — si•_,� •, •` �i2 //� ll��%� !I Imo• INT. LAND. 1,870 SF INTERIOR LANDSCAPE AREA i REQUIREMENTS EXHIBIT SCALE: 1" = 80' REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK 1" COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER I- 6" SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUTAWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP Y3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT vir�ivi� i u� DECIDUOUS TREE PLANTING DETAIL NOT TO SCALE -W ROOT BALL 12 GAUGE GALVANIZED WIRE 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"x2" HARDWOOD STAKE, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE KEEP 4-6" AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6" SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 1" COMPOST LAYER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL NLTH OF �&ANK W. 4 H MI Z1 kT(,-4PE 04/09/18 C- ARC M E O p M U N u� N > E w Q�� o LL o w O o d' lJJ L M as � U o� W = — Lf) M d > O C7 W (V _ O x of � in = � ur) _ N = U � � a C Ln O N i M Co J O W �'D �___ a O z 0 d U w 0 z 0 W LQ 00 as oa j � cz co w o O DATE w" DRAWN BY C. GREGORY DESIGNED BY C. GREGORY CHECKED BY F. HANCOCK SCALE U CLL V / LU �.J I --I I..L Q W 5- 0 LLI Q 0 0o > z J Q Qz O W Ww JJ cl�O Jwz H� m J W r^ Q V J W Q U^ , V ) 0 O z �J Q I..L J i U JOB NO. 40204 SHEET NO. 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Lumens [MANUFAC] Description 2 A4 SINGLE 1.000 15086 Hubbell Lighting Inc, dba Beacon Products VP-S-60L-136-4K7-9 5 A9W SINGLE 1.000 19802 Hubbell Lighting Inc VP-S-60L-136-9K7-9W 2 A4W-BB 2 @ 120 DEGREES 1.000 14802 Hubbell Lighting Inc VP-S-60L-136-9K7-9W 4 B3 SINGLE 1.000 9206 Hubbell Lighting Inc, dba Beacon Products VP-S-36L-80-4K7-3 Prepared by: LIGHTING VIRGINIA CENTRAL 400G-2 Southlake Blvd. Richmond, VA 23236 Tel: 804-379-7777 www.lightingvirginia.com MH = mounting height in FEET \ \ \ \ NOTES: 1. NO ALTERATIONS OR MODIFICATIONS SHALL BE MADE TO THIS PLAN WITHOUT THE PERMISSION OF LIGHTING VIRGINIA CENTRAL, ADAMS PARNELL, LLC. \ 2. THE OUTPUT ON THIS PHOTOMETRIC LAYOUT IS SPECIFIC TO THE MANUFACTURER AND CATALOG NUMBERS LISTED IN THE LUMINAIRE SCHEDULE. SUBSTITUTIONS OR DEVIATIONS FROM THIS PLAN MAY INCUR SIGNIFICANTLY DIFFERENT RESULTS. ANY SUBSTITUTIONS MUST RECEIVE ENGINEER AND ARCHITECT APPROVAL. REVIEW COSTS, REWORKED PHOTOMETRIC LAYOUTS, PRODUCT SUBMITTALS AND A FULL SET OF ITL REPORTS WILL SOLELY BE THE RESPONSIBILITY OF ANY CONTRACTING FIRM MAKING A SUBSTITUTION, AND MUST COMPLY WITH DESIGN CRITERIA AND WITH ANY APPLICABLE JURISDICTIONAL CODES. 3. SITE DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS A VISUALIZATION AID. FIELD DEVIATIONS MAY SIGNIFICANTLY AFFECT PREDICTED PERFORMANCE. PRIOR TO INSTALLATION, CRITICAL SITE INFORMATION (POLE LOCATIONS, ORIENTATION, MOUNTING HEIGHT, ETC.) SHOULD BE COORDINATED WITH THE CONTRACTOR AND/OR SPECIFIER RESPONSIBLE FOR THE ` \ PROJECT. \ \ TMP45-109C2 4. LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY CONDITIONS AND SUPPLIED BY OTHERS TO LIGHTING VIRGINIA. OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LUMINAIRE MAY AFFECT FIELD RESULTS. 5. CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE RESPONSIBILITY OF THE OWNER AND/OR THE OWNER'S REPRESENTATIVE. 6. CHECK GRAPHIC SCALE. DOCUMENTS PRINTED OR PLOTTED FROM ELECTRONIC FILES MAY OCCUR AT OTHER THAN THE DESIRED OR ASSUMED GRAPHIC SCALES. IT IS THE RESPONSIBILITY OF THE RECIPIENT TO VERIFY THAT THE PRINTED OR PLOTTED -TO -SCALE DRAWING IS PRINTED TO SCALE. ACCESS HOLDING LLC DB. 4485, PG. 455 ZONED: C-1 co co Q z SCALE 1 "=30' 0 30' 60' TH W. III W . 14 04/09/18 10/17/15 1 ;PE AR M E O O Ul U N In N C: E W E a LU Q LL41 0 U. o WC ram QJ U0M0 J - Ln N of O N C7 W N 4 Z �aj re) Ln �X 0 Q : Uc j Ln C Ln O� N N M d � 00 J CL O z O a U W z O V) W C) 0 Q_ CL Q Q � Q� DATE 04109118 DRAWN BY C. GREGORY DESIGNED BY C. GREGORY CHECKED BY F. HANCOCK SCALE 1" = 30' U 1CL V / w J LU 0o > a J � � Z 0 wJz J Q � uJ LMU _ \ /w Q uDu v / _ Jj w 0 J a U JOB NO. 40204 SHEET NO. L3.0 L PLTH OF O 0 0 >. .0 2 Q lf7 0 co 0 N 6 0 0 m 0 d Date: Oct 12, 2018 Transmittal LIGHTING LIGH VIRGINIA Lighting Virginia -Central 4,9NE 400 G2 Southlake Blvd. Richmond VA 23236 Phone: (804) 379-7777 From: Michael Adams Project CASPCA Quote# LV - CENTRAL18-26315 Location Contact: ATTACHED WE ARE SENDING YOU 1 COPY OF THE FOLLOWING ITEM: ❑ Drawings ❑ Specifications Other: ❑ Prints ❑ Information ❑ Plans ❑ Submittals THESE ARE TRANSMITTED FOR: ❑ Prior Approval ❑ Resubmittal for Approval ❑ Record ❑ Approval ❑ Corrections Bids due on: ❑ Approval as Submitted ® Your Use Other: ❑ Approval as Noted ❑ Review and Comment Type MFG Part A4 Beacon Products VP-S-60L-136-4K7-4-XX-A-XX A4VV Beacon Products VP-S-60L-136-4K7-4W-XX-A-XX A4W-120 Beacon Products VP-S-60L-136-4K7-4W-XX-A-XX A4W-120 POLE American Lite Pole SNS-18-11-AB-SF 120 B3 Beacon Products VP-S-36L-80-4K7-3-XX-A-XX A4-A4W-B3POLE American Lite Pole SNS-18-11-AB-DM19 Page 1 /1 Submitted by Lighting Vir inia-Central Catalog Number: Type: ppAM4, Job Name: VP-S-60L-136-4K7-4-XX-A-XX A4 LIGHTING CASPCA VIRGINIA AArchitect: TIMMONS Notes: '4RNEv' LV - CENTRALI8-26315 PERFORMANCE DATA 1• III r 6357 118 1 1 0 1 111 r 6486 120 1 1 0 1 III 5804 107 I 1 0 1 1 24 700 mA 55W 1 1 FR 2 6132 114 1 0 1 6257 116 1 0 2 5599 104 1 0 1 3 6015 ill 1 0 2 6137 114 1 0 2 5492 102 1 0 2 4 5921 110 1 0 2 6034 112 1 0 2 5400 100 1 0 2 4W 5406 100 1 0 21 6041 112 1 0 12 5406 100 1 0 2 50M 6022 112 2 0 1 1 6145 114 2 0 11 5499 102 2 0 1 5R 6063 112 3 0 3 6187 115 3 0 3 5536 103 3 0 3 5W 5908 109 3 0 1 6028 112 3 0 1 5908 102 3 0 1 36 560 mA 65W FR 7864 121 1 0 1 8041 124 1 0 1 7189 111 1 0 1 2 7586 117 1 0 2 7757 119 1 0 2 6934 107 1 0 2 3 7441 114 1 0 2 7609 117 1 0 2 6802 105 1 0 2 4 7317 110 1 0 2 7482 112 1 0 2 6688 100 1 0 2 4W 7325 113 1 0 2 7490 115 1 0 2 6696 103 1 0 2 50M 7450 115 3 0 1 7618 117 1310 1 6810 110513 0111 51R 7501 115 3 0 3 7670 118 3 0 3 6857 105 3 0 3 5W 7309 112 3 0 2 7473 115 3 0 2 6681 103 3 0 1 36 700 mA 80yy FR 9535 118 1 0 1 9730 120 1 0 1 8706 107 1 0 1 2 9197 114 1 0 2 9385 116 1 0 2 8398 104 1 0 2 3 9022 111 1 0 2 9206 114 1 0 2 8238 102 1 0 2 4 8871 110 1 0 2 9052 112 1 0 2 8100 100 1 0 2 4W 8881 110 1 0 3 9062 112 1 1 1 0 3 8109 1 100 1 1 0 1 2 50M 9033 112 3 0 1 9217 114 3 0 1 8248 102 3 0 1 5R 9095 112 3 0 3 9280 115 3 0 3 8304 103 3 0 3 5W 8861 109 3 0 2 9043 112 3 0 2 8092 100 3 0 2 48 700 mA 110W FR 12713 118 1 1 1 0 1 1 12973 120 2 0 1 11608 107 1 0 1 2 12263 114 2 0 2 12513 116 2 0 2 11197 104 2 0 2 3 12029 111 2 0 2 12275 114 2 0 2 10984 102 1 0 2 4 11828 110 1 0 3 12069 112 1 0 3 10800 100 1 0 2 4W 11841 110 5 0 5 12083 112 2 0 3 11841 110 1 0 3 50M 12044 112 3 0 2 12290 114 3 0 2 10997 102 3 0 1 5R 12126 112 3 0 3 12374 115 3 0 3 11072 103 3 0 3 5W 11825 109 4 0 2 12057 112 4 0 2 10789 100 4 0 2 E 700 mA 136W FR 15891 117 2 0 2 16216 120 2 0 2 14511 107 2 0 1 2 15329 113 2 0 2 15642 116 2 0 2 13997 103 2 0 2 3 15037 111 2 0 3 15344 113 2 0 3 1 13730 101 1 2 1 0 3 4 14784 109 1 0 3 15086 111 1 0 3 13500 100 1 0 3 4W 14802 109 2 0 3 15104 112 2 0 3 13515 100 2 0 3 50M 15055 111 3 0 2 15362 114 3 0 2 13747 102 3 0 2 5R 15158 112 4 0 4 15469 114 4 0 4 13841 102 4 0 4 5W 14781 109 4 0 2 15083 111 4 0 2 13495 100 4 0 2 Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928 HUBBELL HUBBELL Lighting ® BEACON Due to our continued efforts to improve our products, product specifications are subject to change without notice. 02017 BEACON PRODUCTS, All Rights Reserved • For more information visit our website: www.beaconproducts.com Printed in USA JUNE 18, 2018 4:48 PM Submitted On: Oct 8. 201 f� Submitted by Lighting Virginia -Central Catalog Number: Type: PpA4f, , Job Name: VP-S-60L-136-4K7-4-XX-A-XX A4 LIGHTING CASPCA VIRGINIA AArchitect: TIMMONS Notes: '4RNE� LV - CENTRALI8-26315 Cat.# VIPER S 0 BEACON Job Type STIR I KC Approvals SMALL VIPER LUMINAIRE SPECIFICATIONS PRODUCT IMAGE(S) Intended Use: Controls/Options: The Beacon Viper luminaire is available with awide • Available with an optional passive infrared choice of different LED Wattage configurations (PIR) motion sensor capable of detecting and optical distributions designed to replace HID motion 360° around the luminaire. When lighting up to 40OW MH or HPS. no motion is detected for the specified time, the Motion Response system reduces the Construction: wattage to factory preset level, reducing the light level accordingly. When motion is • Manufactured with die cast aluminum. detected by the PIR sensor, the luminaire • Coated with a polyester finish that meets returns to full wattage and full light output. ASTM 8117 corrosion test requirements Please contact Beacon Products if project and ASTM D522 cracking and loss of requirements vary from standard configuration. adhesion test requirements. • Available with Energeni for optional set • External hardware is corrosion resistant. dimming, timed dimming with simple delay, or • One piece optical cartridge system consisting timed dimming based on time of night (see of an LED engine, LED lamps, optics, gasket www.beaconoroducts.com/r)roducts/ene[genil. and stainless steel bezel. . In addition, Viper can be specified • Cartridge is held together with internal brass with SiteSyncTM wireless pontrol system standoffs soldered to the board so that it can DIMENSIONS be field replaced as a one piece optical system. for reduction in energy and maintenance costs while optimizing light quality 24/7. For more A • Two-piece silicone and micro -cellular details, see ordering information or visit: B polyurethane foam gasket ensures a www.hubbellliahtina.com/sitesync weather-proof seal around each individual LED. T 41/8" Electrical: Installation: El • Mounting options for horizontal arm, vertical • 100V through 277V, 50 Hz to 60 Hz (UNV), or U 347V or 480V input. tenon or traditional arm mounting available. • Power factor is 2...90 at full load. Mounting hardware included. Front • Dimming drivers are standard, but must Finish: El contact factory to request wiring leads for • IFS polyester powder -coat electrostatically purpose of external dimming controls. applied and thermocured. IFS finish consists of A B C Weight: EPA • Component -to -component wiring within the a five stage pretreatment regimen with a 21.75" 16.75" 11.25" 15.0 Ibs .67 ftz luminaire may carry no more than 80% of polymer primer sealer and top coated with a (552 ram) (425 ram) (286 ram) (6.8 kg) rated load and is certified by UL for use at thermoset super TGIC polyester powder coat 600VAC at 9o°C or higher. finish. MOUNTING OPTIONS • Plug disconnects are certified by UL for use . The finish meets the AAMA 2604 at 600 VAC, 13A or higher. 13A rating performance specification which includes applies to primary (AC) side only. passing a 3000 hour salt spray test for ° • Fixture electrical compartment shall contain all corrosion resistance and resists cracking or LED driver components and shall be provided loss of adhesion per ASTM D522 and resists Side View Rectangular Arm (A) Back view with a push-button terminal block for AC surface impacts of up to 160 inch -pounds. power connections. Accepts • Surge protection - 20kA. l.ertificatlons/Ratings: 2r, mD,,,,� • Optional 7-pin ANSI Cl6.41-2013 twist -lock • Desi nLi hts Consortium DLC qualified, tenon, min p' 9 9 ( ) q 4' long. • photo control receptacle available. Compatible consult DLC website for more details: Side View Back View with ANSI C136.41 external wireless control httD:www.designliahts.ora/QPL 2-3/e" OD Slip Fitter (MAF) devices. • Certified to UL 1598, UL 8750 and CSA 18.75" • LifeshieldTM' Circuit - protects luminaire from C22.2 No.250.0 T 6.00" excessive temperature. The device • IDA approved rn shall activate at a specific, factory-preset•This product is approved by the temperature, and progressively reduce power Florida Fish and Wildlife Conservation 5.i4@J over a finite temperature range. Operation shall Pe 9 Pe Commission. Separate c available at: be smooth and undetectable to the eye. p 2-3/8" Adjustable Knuckle (K) hNn://www.heaconoroducts.com/oroducts/vioersmall Themlal circuit is designed to "fail on", limit to 30° tilt -Sensors, photocells and wireless allowing the luminaire to revert to full power Warranty: controls should not be tilted above horizontal 2.38" 4x 0.50" in the event of an interruption of its power Five year limited warranty for more information visit: �22 50" 5.50" — supply, or faulty wiring connection to the www.hubbelllahtna.com/resources/warranty The device shall be able to co -exist T with other 0-1 OV control devices (occupancy - q sensors, external dimmers, etc.). Wall Bracket (WB) 24.75" T V 91 AD Decorative Arm CERTIFICATIONS/LISTINGS Aftk 4 OP•i88"CUS —0.56" '3000K and warmer CCTs only Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928 HUBBELL HUBBELL ® BEACON Due to our continued efforts to improve our products, product specifications are subject to change without notice. Lighting ® 2017 BEACON PRODUCTS, All Rights Reserved • For more information visit our website: www.beaconproducts.com • Printed in USA JUNE 18, 2018 4:48 PM Submitted by Li! T"A4f4, LIGHTING VIRGINIA A'4RN Evy PHOTOMETRICS Type FR - Front Row/Auto Optic Job Name: CASPCA Architect: TIMMONS Type 2 Catalog Number: V P-S-60 L-136-4 K7-4-XX-A-XX Notes: 117''Sit Type 4 Type: A4 LV - CENTRALI8-26315 Type 4W Type 5W Type 50M Type 5R 'Lumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the configurations shown. Actual performance may differ as a result of end -use environment and application. ELECTRICAL DATA PROJECTED LUMEN MAINTENANCE I 1 24 1' 1 1 I 1• 120 2 700 mA 347 55 480 0.5 0:2 0.1 36 1 560 mA 120 65 0.65 277 0.28 347 0.22 480 0.16 700 mA 120 80 0.7 277 0.3 347 0.2 480 0.2 48 1 700 mA 120 110 0.9 277 0.4 347 0.3 480 0.2 60 1 700 mA 120 136 1.1 277 0.5 347 0.4 480F 0.3 ' Projected per IESNA TM-21-11 Data references the extrapolated performance projections for the base model in a 25°C ambient, based on 10,000 hours of LED testing per IESNA LM-80-08. DRILL PATTERN RECTANGULAR ARM (A) EPA Compatible with Pole drill pattern B4 4" Suggested it it l , 1 r •' distance from top of pole k 2.50" 1 .67 3 0 120° 1.68 05/8 i,I 2x 05/1 s^ i 2 @ 90° 1.06 CAD 3 0 90° 1.73 I 11 Rectangular II III Arm 2 0 180° 1.34 4 90° 2.12 • 1�—I--1-04" Pole �� ---05" Pole —06" Po!n TENON TOP POLE BRACKET ACCESSORIES (Order Separately) (2 3/8" OD tenon) SETAVP-XX 1• r 1 Square tenon adapter (4 at 901 for A -Rectangular Arm mounting option only RETAVP-XX Round tenon adapter (4 at 901 for A - Rectangular Arm mounting option only TETAVP-XX Hexagonal tenon adapter (4 at 901 for A -Rectangular Arm mounting option only SETA2XX Square tenon adapter (4 at 901 for AD -Universal Arm mounting option only RETA2XX Round tenon adapter (4 at 901 for AD3 - Universal Arm mounting option only TETARX Hexagonal tenon adapter (3 at 1201) for AD - Universal Arm mounting option only Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: ® 800-345-4928 IluaaELL, HUBBELL M: N products, product sPecifications are sub9 Prove our Due to our continued efforts to improve ja without notice. Lighting 9 subject to change 02017 BEACON PRODUCTS, All Rights Reserved • For more information visit our website: www.beaconproducts.com Printed in USA JUNE 18, 2018 4:48 PM Submitted On: Oct 8 sae I Index Paae bmitted by Lighting Vir inia-Central uatalog Number: I ype: T"AMs Job Name: VP-S-60L-136-4K7-4-XX-A-XX A4 LIGHTING CASPCA AVIRGINIA Architect: TIMMONS Notes: '9RNE� LV - CENTRALI8-26315 ORDERING INFORMATION ORDERING EXAMPLE: VPS/24L-55/4K7/4W/UNWA/DBT/7PR-TUGENI-04/BC VPS 60L-136 4K7EE,,_� XX A XX 1NOW VPS Viper 241L-55 55W, LED 3K7 3000K, 70 CRI Leave • 1 ° 1 1 • 1 1' 1' 1 blank for no UNV 120-277V BL Black Textured F Fusing array 4K7 4000K, 70 CRI 361L-65 65W, LED La array 5K7 500oK, 70 CRI rotation 120 120V OB Dark Bronze Textured BSP Bird Spikes Optic rotation left 208 208V GYS Light Gray Smooth BC Backlight control (limited Rs Optic rotation right 240 240V PS Platinum Silver Smooth to Type 4W only) 361L-80 8OW, LED array 1 1 277 277V WH White Textured 48L-110 11 OW, LED FR Type 1 /Front Row 347 347V CC Custom Color array 2 Type 2 480 480V 60L-136 136W,LED 3 Type 3 1 11!W11114111 11111i! array 4 Type 4 A Rectangular Arm (formerly RA) for square 7PR 7-Pin Receptacle only (shorting cap, photo control, 4W Type 4 Wide or round pole or wireless control provided by others) 7PR-SC 7-Pin Receptacle w/Shorting Cap 50M Type 50M III Mast Arm Fitter (formerly SF2) for 2-3/8" horizontal arm 7PR-TL 7-Pin Receptacle w/Twist Lock photo control SR Type 5R (rectangular)OD 5W Type 5W oogg cy K Knuckle (formerly PK2) limit to 45° tilt or SCP/_F1,1,1 colttrol (120-27O coup onlySensor w/ daylight (round wide 2-3/8" OD horizontal arm or vertical tenon WB Wall Bracket GENT-XXa ENERGENI AD Universal Arm for square pole SWP1'4 SiteSync Pre -Commission 1 1 1 ' 1 • AD3 Universal Arm for 2.4"-4.1"round pole SWPIl SiteSync Pre -Comm w/ Sensor HSSNP-S/90-FB/XXX 90° shield front or back AD4 Universal Arm for 4.2" -5.3" round pole HSS/VP-S/90-Lit/XXX 901 shield left or right AD5 Universal Arm for 5.5" -5.9" round pole HSS/VP-S/270-FB/XXX 270° shield front or back A06 Universal Arm for 6.0"-6.5" round pole HSSNP-S/270-LR/XXX 270° shield left or right HSSNP-S/360/XXX Full shield Accessories and Services (Ordered Separately) (Replace XXX with notation for desired finish color) (Refer to page 5 for shield images) 1 1' VPL-AD-RPA3 2.4"-4.1 "Round Pole Adapter for AD arm VPL-AD-RPA4 4.2"-5.3" Round Pole Adapter for AD arm VPL-AD-RPA5 5.5"-5.9" Round Pole Adapter for AD arm VPL-AD-RPA6 6.0"-6.5" Round Pole Adapter for AD arm ' Not available with other wireless control or sensor options ' Specify mounting height: 8=8' or less, 40=9' to 40' ' Speclty routine setting code (example GENI-04). See ENERGENI brochure and Instructions for setting table and options. Not available with sensor or SiteSync options. ' Specify group and zone at time of order. See www.hubbelllighting.com/sitesync for further details. Order at least one SiteSync interface Accessory SWUSB or SWTAB. Each option contains SiteSync License, GUI, and Bridge Node Iti rr 1 1 SWUSB* SiteSync interface software loaded on USB flash drive for use with owner supplied PC (Windows based only). Includes SiteSync license, software and USB radio bridge node SWTAB* Windows tablet and SiteSync interface software. Includes tablet with preloaded software, SiteSync license and USB radio bridge node. SWBRG SiteSync USB radio bridge node only. Order if a replacement is required or if an extra bridge node is requested. SCP-REMOTE Remote Control for SCP/_F option. Order at least one per Proto ram and control 1 program 9 SW7PR* SiteSync 7 Pin on fixture module On/Off/Dim, Daylight Sensor120-480VAC ° Only available with 1A, 2, 3, 4, 4W and Sfl distributions ` When ordering SiteSync at least one of these two interface options must be ordered per project. ° Order at least one SOP -REMOTE per project location to program and control the occupancy sensor. + Available as a SiteSync retrofit solution for fixtures with an existing 7pin receptacle. ' This product Is approved by the Florida Fish and Wildlife Conservation Commission. Separate spec available at: htto//cdn.beaconoroducts.com/content/oroducts/soecsrsuecs tilesAlmer Small LED turtle spec sheetodf PRECOMMISSIONED SITESYNC ORDERING INFORMATION: When ordering a fixture with the SiteSync lighting control option, additional information will be required to complete the order. The SiteSync Commissioning Form or alternate schedule information must be completed.P This form includes Pro ect location Group information and Operating schedules. For more detailed information please visit www.hubbell-automation.com/products/sitesync/ or contact Hubbell Lighting tech support at (800) 345-4928. SiteSync fixtures with Motion control (SWPM) require the mounting height of the fixture for selection of the lens Examples: VPS/24L-55/4K7/3/UNV/A/DBT/SWP/ SiteSync only VPS/24L-55/4K7/3/UNV/A/DBT/SWPM-40F/ SiteSync with Motion Control Hubbell Control Solutions - Accessories (sold separately) NXOFM-1 R1 D-UNV On -fixture Module (7-pin), On / Off / Dim, NX Distributed Daylight Sensor with HUbbNET Radio and IntelligenceT"' Bluetooth® Radio,120-480VAC WIR-RME-L On -fixture Module (7-pin or 5-pin), On / Off wiSCAPE• / Dim, Daylight Sensor with wiSCAPE Radio, Lighting Control 110-480VAC For additional information related to these accessories please visit www.hubbellcontrollionscom• Options provided for use with integrated sensor, please view specification sheet ordering information table for details. LEFT ROTATED OPTIC RIGHT ROTATED OPTIC SiteSync 7-Pin Module • All of the SiteSync Features in a new form • Available as an accessory for new construction or retrofit applications (with existing 7-Pin receptacle) • Available on allproducts that have a 7-Pin receptacle '/ SiteSync SW7PR Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: ® 800-345-4928 HUBBELL HUBBELL BEOON Due to our continued efforts to improve our products, product specifications are subject to change without notice. Lighting 0 2017 BEACON PRODUCTS, All Rights Reserved • For more information visit our website: www.beaconproducts.com • Prnted in USA JUNE 18, 2018 4:48 PM ndex Submitted by Lighting Virginia -Central Catalog Number: Type: TDAMs Job Name: VP-S-60L-136-4K7-4-XX-A-XX A4 LIGHTING CASPCA VIRGINIA AArchitect: TIMMONS Notes: '4RNE� LV - CENTRALI8-26315 HOUSE SIDE SHIELD FIELD INSTALL ACCESSORIES HSSNP-S/90-FB/XXX HSSNP-S/90-LR/XXX HSSNP-S/270-FB/XXX HSSNP-S/270-LR/XXX HSSNP-S/360/XXX 90° shield front or back 900 shield left or right 270° shield front or back 270° shield left or right Full shield (1 shield shown) (2 shields shown) (1 shield shown in left orientation) (1 shield shown in back orientation) (1 shield shown in right orientation) AD ARM MOUNTING INSTRUCTIONS DECORATIVE ARM (AD) Sliding nut block Compatible with pole drill pattern S2 fits inside pole r i POLE (� I` 3.875 Round pole example RPA required only for .875 attachment to round poles � � I � 3.5 Round pole adapter (when applicable) —� 1 0.562 0.562 3 HOLES HOLE VIPER AD Arm mod.• J Wireway cover Beacon Products 2041 58th Avenue Circle East Bradenton FL 34203 Phone: 800-345-4928 HUBBELL BEAHUBBELL, u Lighting Due to our continued efforts to improve our products, product specifications are subject to change without notice. 9 9 N P P P P 1 9 - 0 2017 BEACON PRODUCTS All Rights Reserved •For more information visit our website: www.beaCon roductS.Com • Printed in USA JUNE 18 2018 4:48 PM , 9 P Oct 8. 20 ti, SANK W. H III o. I 04/09/18 1011.7118 ��C> isLI-PE AR C M E O O M V N lV O > E LUq E ~ U ' 3 Q 1••I 3 � O 0 LL w O ro ,1 0� LU L M Qa _j U CO 0- J — Lr1 LU 1••1 a >J O N U UIV 1:T z� a'M (n O x Of 0 LL Q = U > Q ,_ In Oi 41 O lV Ln N M M 00 J � IL O U O H 0 LLJ W_ 2 U Q Z 0 (n > Il 0 } CL Ce c� 0 a U Ln LU Z 0 Ln LU W W O O U U LLJ O O j ct� Cl-I DATE 04109118 DRAWN BY C. GREGORY DESIGNED BY C. GREGORY CHECKED BY F. HANCOCK SCALE NA UJ J 0i 2 W W \a ID 06 J Q � V W O LU w J_JO Jwz J Q v (�"� � z LU H� Q 2 U JOB NO. 40204 SHEET NO. L4.0 O C ai U C > 0 0 M 3 m 0 fl. 3 n T C m `o a) 0 0 a: s c ro a to to n O 00 0 3 C N d 0O Of O O 2Z O :2 2 0 T � E o a) c a1 to N a o c U) 3 Z N O 2 a g X H O w o O 0 m 0 Q O '3 a OD C1 J Y rn t6 3 N X C a� O G) U i w m 0 O N U O O m E a 3 U (6 m w� 0 �U O rn O rA ._ O U -0 i �in N o � U � O o� to L PLTH OF Submitted by Lighting Virginia- entral I Catalog Number: POAM,r Job Name: VP-S-60L-136-4K7-4W-XX-A-XX LIGHTING CASPCA AVIRGINIA Architect: TIMMONS Notes: QRNE VIPER S Cat.# Job Type STRIKE SMALL VIPER LUMINAIRE SPECIFICATIONS Intended Use: Controls/Options: The Beacon Viper luminaire is available with a wide • Available with anoptional passive infrared choice of different LED Wattage configurations (PIR) motion sensor capable of detecting and optical distributions designed to replace HID motion 360° around the luminaire. When lighting up to 40OW MH or HPS. no motion is detected for the specified time, the Motion Response system reduces the Construction: wattage to factory preset level, reducing the light level accordingly. When motion is • Manufactured with die cast aluminum. detected by the PIR sensor, the luminaire • Coated with a polyester finish that meets returns to full wattage and full light output. ASTM B117 corrosion test requirements Please contact Beacon Products if project and ASTM D522 cracking and loss of requirements vary from standard configuration. adhesion test requirements. • Available with Energeni for optional set • External hardware is corrosion resistant. dimming, timed dimming with simple delay, or • One piece optical cartridge system consisting timed dimming based on time of night (see of an LED engine, LED lamps, optics, gasket vvvvw.beaconnroducts.com/oroducts/eneraenil. and stainless steel bezel. • Cartridge is held together with internal brass • In addition, Viper can be specified standoffs soldered to the board so that it can with SiteSync wireless control system be field replaced as a one piece optical system. for reduction in energy and maintenance costs while optimizing light quality 24/7. For more • Two-piece silicone and micro -cellular details, see ordering information or visit: gasket polyurethane foam ensures a 9 www.hubbelllightina.com/sitesvnc weather-proof seal around each individual LED. Electrical: Installation: • 100V through 277V, 50 Hz to 60 Hz (UNV), or •Mounting options for horizontal arm, vertical 347V or 480V input. tenon or traditional arm mounting available. • Power factor is 2...90 at full load. Mounting hardware included. • Dimming drivers are standard, but must Finish: contact factory to request wiring leads for • IFS polyester powder -coat electrostatically purpose of external dimming controls. applied and thermocured. IFS finish consists of • Component -to -component wiring within the a five stage pretreatment regimen with a luminaire may carry no more than 80% of polymer primer sealer and top coated with a rated load and is certified by UL for use at thermoset super TGIC polyester powder coat 600VAC at 90°C or higher. finish. • Plug disconnects are certified by UL for use • The finish meets the AAMA 2604 at 600 VAC, 13A or higher. 13A rating performance specification which includes applies to primary (AC) side only. passing a 3000 hour salt spray test for • Fixture electrical compartment shall contain all corrosion resistance and resists cracking or LED driver components and shall be provided loss of adhesion per ASTM D522 and resists with a push-button terminal block for AC surface impacts of up to 160 inch -pounds. power connections. • Surge protection - 20kA. Certifications/Ratings: • Optional 7-pin ANSI C136.41-2013 twist -lock • DesignLights Consortium (DLC) qualified, photo control receptacle available. Compatible consult DLC website for more details: with ANSI C136.41 external wireless control httD://www.designliahts.ora/QPL devices. • Certified to UL 1598, UL 8750 and CSA • LifeshieldM Circuit - protects luminaire from C22.2 No.250.0 excessive temperature. The device • IDA approved shall activate at a specific, factory -preset .This product is approved by the temperature, and progressively reduce power Florida Fish and Wildlife Conservation over a finite temperature range. Operation shall Commission. Separate spec available at: be smooth and undetectable to the eye. h to://unvw.heacono Thermal circuit is designed to "fail on", oducts.com oroducis vioersmall allowing the luminaire to revert to full power Warranty: in the event of an interruption of its power Five year limited warranty for more information visit: supply, or faulty wiring connection to the www.hubbellliahtina.com/resources/warranty drivers. The device shall be able to co -exist with other 0-1 OV control devices (occupancy sensors, external dimmers, etc.). CERTIFICATIONS/LISTINGS Qus 9000K and warmer CCTs only • Approvals PRODUCT IMAGE(S) type: A4W LV - CENTRALI8-26315 DIMENSIONS A e T U Front A B C Weight: EPA 21.75" 16.75" 11.25" 15.0 Ibs .67 ftz (552 mm) (425 mm) (286 mm) (6.8 kg) MOUNTING OPTIONS 0 Side View Back View Rectangular Arm (A) Accepts 23/8"OD ... ... ....... o tenon, min 4" long. Side View 2-3/8" OD Slip Fitter (MAF) Back View 18.75" T 6.00" m O F; 5.00" O 2-3/8" Adjustable Knuckle (K) limit to 30'tilt - Sensors, photocells and wireless controls should not be tilted above horizontal 2.38" 4x 0.50" �22.50"� 5.50" - T- 0 Wall Bracket (WB) 24.75" - T J V v! AD Decorative Arm I • r, 4i 88" ro". Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928 - HUBBELL HUBBELL Due to our continued efforts to improve our products, product specifications are subject to change without notice. Lighting MACON P P , P P 1 9 ® 9 9 ® 0 2017 BEACON PRODUCTS, All Rights Reserved • For more information visit our website: www.beaconproducts.com • Pdnted in USA JUNE 18, 2018 4:48 PM Submitted by Li TOAAf, , LIGHTING VIRGINIA A'4RNEt'y entral Job Name: CASPCA Architect: TIMMONS PHOTOMETRICS Type FR - Front Row/Auto Optic Type 2 Catalog Number: V P-S-60 L-136-4 K7-4 W-XX-A-XX Notes: Type 3 Type 4 ndex Pace A4W LV - CENTRALI8-26315 Type 4W Type 5W Type 50M Type 511 'Lumen values are from hotometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the configurations shown. Actual performance may differ as a result of end -use environment and application. P P P 9 P Y PP ELECTRICAL DATA 1' 1 1 I 1• 24 2 700 mA 1 120 '1 55 •• , 0.5 0.2 347 0.2 480 0.1 36 1 560 mA 120 65 0.65 277 0.28 347 0.22 480 0.16 700 mA 120 80 0.7 277 0.3 347 0.2 480 0.2 48 1 700 mA 120 110 0.9 277 0.4 347 0.3 480 0.2 60 1 700 mA 120 136 1.1 277 0.5 347 0.4 480 0.3 PROJECTED LUMEN MAINTENANCE ' Projected per IESNA TM-21-11 Data references the extrapolated performance projections for the base model in a 25°C ambient, based on 10,000 hours of LED testing per IESNA LM-80-08. DRILL PATTERN RECTANGULAR ARM (A) EPA Compatible with Pole drill pattern B4 4" suggested . , , • • ' distance from i I i topof pole Fib 2.50" y 1 .67 3.120° 1.68 in ;,. il'I IIIi 2x 05/16" � 2 4P 90° 1.06 3.90° 1.73 ll, Rectangular ; I 2 180° 1.34 4 @ 90° 2.12 Arm--��04" Pole -�05" Pole �06" Pole TENON TOP POLE BRACKET ACCESSORIES (Order Separately) (2 3/8" OD tenon) SETAVP-XX 1• , r Square tenon adapter (4 at 901 for A - Rectangular Arm mounting option only RETAVP-XX Round tenon adapter (4 at 900) for A - Rectangular Arm mounting option only TETAVP-XX Hexagonal tenon adapter (4 at 90a) for A - Rectangular Arm mounting option only SETA2XX Square tenon adapter (4 at 901) for AD - Universal Arm mounting option only RETA2XX Round tenon adapter (4 at 901 for AD3 - Universal Arm mounting option only TETA2XX I Hexagonal tenon adapter (3 at 1201 for AD - Universal Arm mounting option only . Beacon Products 2041 58th Avenue Circle East Bradenton FL 34203 Phone: 800 345 4928 HUBBELL HUBBELL Lighting Due to our continued efforts to improve our products, product specifications are subject to change without notice. -- 9 9 �QN P P P P 1 9 0 2017 BEACON PRODUCTS, All Rights Reserved -For more information visit our website: www.beaconproduLis.lwm •Printed in USA JUNE 18, 2078 4:48 PM Submitted On: Oct 8, 2018 4/5 Index Submitted by Lighting Virginia- entral Catalog Number: VP-S-60L-136-4K7-4W-XX-A-XX Type: POAM,r Job Name: LIGHTING CASPCA A4W Architect: TIMMONS Notes: AVIRGINIA '4RNE�' LV - CENTRALI8-26315 ORDERING INFORMATION ORDERING EXAMPLE: VPS/24L-55/4K7/4W/UNV/A/DBT/7PR-TUG ENI-04/BC Pis 60L-136 4K7 4W XX A-1 XX ®�� ® '1 ' 1 1 1 1• 1' 1 VPS Viper 24L-55 55W, LED 3K7 3000K, 70 CRI Leave blank for no UNV 120-277V BL Black Textured F Fusing array 4K7 4000K, 70 CRI rotation 120 120V DB Dark Bronze Textured BSP Bird Spikes 36L-65 65W, LED 5K7 5000K, 70 CRI Ls Optic rotation left 208 208V GYS Light Gray Smooth BC Backlight control limited g array Rs Optic rotation right 240 240V PS Platinum Silver Smooth to Type 4W only) 36L-80 8OW, LED array 1 • 277 277V WH White Textured 48L-110 11OW, LED FR Type 1/Front Row 347 347V CC Custom Color array 2 Type 2 480 480V 60L-136 136W,LED 3 Type 3 1 1 1 1 1 array 4 Type 4 A Rectangular Arm (formerly RA) for square 7PR 7-Pin Receptacle only (shorting cap, photo control, 4W Type 4 Wide or round pole or wireless control provided by others) 7PR-SC 7-Pin Receptacle w/Shorting Cap 5QM Type 50M MAF Mast Arm Fitter (formerly SF2) for 2-3/8" OD horizontal arm 7PR-TL 7-Pin Receptacle w/Twist Lock photo control 5R Type 5R (rectangular) K Knuckle (formerly PK2) limit to 45" tilt or SCP/_F''z'B Programmable Occupancy Sensor w/ daylight 5W Type 5W control If 20-277 on (round wide) volts 2-3/8" OD horizontal arm or vertical tenon WB Wall Bracket GENI-XXa ENERGENI AD Universal Arm for square pole SWP''° SiteSync Pre -Commission 1 1 1 • 1 • AD3 Universal Arm for 2.4"-4.1" round pole SWPM''z'° SiteSync Pre -Comm w/ Sensor HSSNP-S/90-FB/)= 90° shield front or back AD4 Universal Arm for 4.2" -5.3" round pole HSSNP-S/90-LR/XXX 90° shield left or right AD5 Universal Arm for 5.5" -5.9" round pole HSSNP-S/270-FB/XXX 270° shield front or back AD6 Universal Arm for 6.0"-6.5" round pole HSSNP-S/270-LR/XXX 270° shield left or right HSSNP-S/360/XXX Full shield Accessories and Services (Ordered Separately) (Replace Xxx with notation for desired finish color) (Refer to page 5 for shield images) - Pd ll ll i 11 N l ttT113N:1.•4.711 n 1:1.� VPL-AD-RPA3 2.4"-4.1 "Round Pole Adapter for AD arm VPL-AD-RPA4 4.2"-5.3" Round Pole Adapter for AD arm VPL-AD-RPA5 5.5"-5.9" Round Pole Adapter for AD arm VPL-AD-RPA6 6.0"-6.5" Round Pole Adapter for AD arm ' Not available with other wireless control or sensor options ' Specify mounting height; 8=8' or less, 40=910 40' ' Specify routine setting code (example GENI-04). See ENERGENI brochure and instructions for setting table and options. Not available with sensor or SiteSync options. ' Specify group and zone at time of order. See www.hubbelllighting.com/sitesync for further details. Order at least one SiteSync interface Accessory SWUSB or SWTAB. Each option contains SiteSync License, GUI, and Bridge Node Lcm�, III 0-IM , , SWUSB* SiteSync interface software loaded on USB flash drive for use with owner supplied PC (Windows based only). Includes SiteSync license, software and USB radio bridge node SWTAB* Windows tablet and SiteSync interface software. Includes tablet with preloaded software, SiteSync license and USE; radio bridge node. SWBRG SiteSync USB radio bridge node only. Order if a replacement is required or if an extra bridge node is requested. SCP-REMOTE Remote Control for SCP/_F option. Order at least one per project to program and control SW7PR* SiteSync 7 Pin on fixture module On/Off/Dim, Daylight Sensor120-480VAC ' Only available with 1A, 2, 3, 4, 4W and 513 distributions " When ordering SiteSync at least one of these two interface options must be ordered per project. ° Order at least one SCP-REMOTE per project location to program and control the occupancy sensor. + Available as a SiteSync retrofit solution for fixtures with an existing 7pin receptacle. ' This product is approved by the Florida Fish and Wildlife Conservation Commission. Separate spec available at: htto://cdn.beaconDroducts.com/contentfDroducts/snecs/soecs files/Vioer Small LED turtle soec sheet.Ddf PRECOMMISSIONED SITESYNC ORDERING INFORMATION: When ordering a fixture with the SiteSync lighting control option, additional information will be required to complete the order. The SiteSync Commissioning Form or alternate schedule information must be completed. This form includes Project looation Group information and P� P Operating schedules. For more detailed information please visit www.hubbell-automation.00m/oroducts/sitesvnc/ or contact Hubbell Lighting tech support at (800) 345-4928. SiteSync fixtures with Motion control (SWPM) require the mounting height of the fixture for selection of the lens. Examples: VPS/24L-55/4K7/31UNV/A/DBT/SWP/ SiteSync only VPS/24L-55/4K7/3NNV/A/DBT/SWPM-40F/ SiteSync with Motion Control Hubbell Control Solutions- Accessories (sold separately) 1• , r NXOFM-1 R1 D-UNV On -fixture Module (7-pin), On / Off / Dim, NX Distributed Daylight Sensor with HubbNET Radio and IntelligenceTM Bluetcoth® Radio,120-48OVAC WIR-RME-L On -fixture Module (7-pin or 5-pin), On / Off wiSCAPE11 / Dim, Daylight Sensor with wjSCAPE Radio, Lighting Control 110-480VAC For additional information related to these accessories please visit www.hubbellcontrolsolutions.com. Options provided for use with integrated sensor, please view specification sheet ordering information table for details. LEFT ROTATED OPTIC RIGHT ROTATED OPTIC SiteSync 7-Pin Module • All of the SiteSync Features in a new form • Available as an accessory for new construction or retrofit applications (with existing 7-Pin receptacle) • Available on all products that have a 7-Pin receptacle SiteSync )�) \y \y SW7PR �� Beacon Products • 2041 58th Avenue Circle East Bradenton FL • 34203 Phone: 800-345-4928 HueeELL. HUBBELL N Due to our continued efforts to improve our products, Product specifications are subject to change without notice. Lighting 0 2017 BEACON PRODUCTS All Rights Reserved • For more information visit our website: www.beacon roducts.00m • Printed in USA JUNE 18 2018 4:48 PM ® 9 P , Submitted by Liqhtinq Virginia- entral TOA41 , Job Name: LIGHTING CASPCA VIRGINIA Architect: TIMMONS A'4RNEt'y HOUSE SIDE SHIELD FIELD INSTALL ACCESSORIES Catalog Number: V P-S-60 L-136-4 K7-4 W-XX-A-XX Notes: A4W LV - CENTRAL18-26315 HSSNP-S/90-FB/XXX HSSNP-S/90-LR/)= HSSNP-S/270-FB/XXX HSSNP-S/270-LR/XXX HSSNP-S/360/XXX 90° shield front or back 90° shield left or right 2701 shield front or back 270° shield left or right Full shield (1 shield shown) (2 shields shown) (1 shield shown in left orientation) (1 shield shown in back orientation) (1 shield shown in right orientation) AD ARM MOUNTING INSTRUCTIONS Sliding nut block fits inside pole Round pole example RPA required only for attachment to round poles Round pole adapter (when applicable) _ VIPER AD Arm Wireway cover V � DECORATIVE ARM (AD) Compatible with pole drill pattern S2 POLE T (� 3.875 .875 3.5 6.562 0.562 HOLE 3 HOLES /� Beacon Products 2041 58th Avenue Circle East Bradenton FL 34203 Phone: 800-345-4928 HUBBELL Atom\ ' HUBBELL;: HU EL e(��-(yW1r-]e1 �N Due to our continued efforts to improve our products, Product specifications are subject to change without notice. Lighting 02017 BEACON PRODUCTS, All Rights Reserved • For more information visit our website: www.beaconproducts.com • Printed in USA JUNE 18, 2018 4:48 PM J )aae Submitted by Liqhtinq Virginia -Central uatalog Number: i ype: ,oAMw Job Name: VP-S-60L-136-4K7-4W-XX-A-XX A4W LIGHTING CASPCA AVIRGINIA Architect: TIMMONS Notes: •9RNLV - CENTRALI8-26315 PERFORMANCE r 24 DATA t 700 mA I r FR 2 3 55W 4 4W 50M 5R 5W Irl 6357 118 I 1 0 1 'ill 6486 120 I 1 0 1 IIII In 1.1 5804 107 1 0 1 6132 114 1 0 1 6257 116 1 0 2 5599 104 1 0 1 6015 111 1 0 2 6137 114 1 0 2 5492 102 1 0 2 5921 110 1 0 2 6034 112 1 0 2 5400 100 1 0 2 5406 100 1 0 2 6041 112 1 0 2 5406 100 1 0 2 6022 112 2 0 1 6145 114 2 0 1 5499 102 2 1 0 1 6063 112 3 0 3 6187 115 3 0 3 5536 103 3 0 3 5908 109 3 0 1 6028 112 3 0 1 5908 102 3 0 1 36 560 mA 65W FR 7864 121 1 0 1 8041 124 1 0 1 7189 111 1 0 1 2 7586 117 1 0 2 7757 119 1 1 0 1 2 6934 107 1 0 2 3 7441 114 1 1 1 0 2 7609 117 1 1 0 1 2 1 6802 105 1 0 2 4 7317 110 1 0 2 7482 112 1 0 2 6688 100 1 0 2 4W 7325 113 1 0 1 2 1 7490 115 1 0 2 6696 103 1 1 1 0 1 2 50M 7450 115 3 0 1 7618 117 3 0 1 6810 105 1 3 1 0 1 1 5R 7501 115 3 0 3 7670 118 3 0 3 6857 105 3 0 3 5W 7309 112 3 0 2 7473 1 115 3 0 2 6681 103 3 0 1 36 700 mA gpyy FR 1 9535 118 1 0 1 9730 120 1 0 1 8706 107 1 0 1 2 9197 114 1 0 2 9385 116 1 0 2 8398 104 1 0 2 3 9022 111 1 0 2 9206 114 1 0 2 1 8238 102 1 0 2 4 8871 110 1 0 2 9052 112 1 0 2 8100 100 1 0 2 4W 8881 110 1 0 3 9062 112 1 0 3 8109 100 1 0 2 50M 9033 112 3 0 1 9217 114 3 0 1 8248 102 3 0 1 5R 9095 112 3 0 3 9280 115 3 0 3 8304 103 3 0 3 5W 8861 109 3 0 2 9043 112 3 0 2 8092 100 3 0 2 48 700 mA 110W FR 12713 118 1 0 1 12973 120 2 0 1 11608 107 1 0 1 2 12263 114 2 0 2 12513 116 2 0 2 11197 104 2 0 2 3 12029 111 2 0 2 12275 114 2 0 2 10984 102 1 0 2 4 11828 110 1 0 3 12069 112 1 0 3 10800 100 1 0 2 4W 11841 110 5 0 5 12083 112 2 0 3 11841 110 1 0 3 50M 12044 112 3 0 2 12290 114 3 0 2 10997 102 3 0 1 5R 12126 112 3 0 3 12374 115 3 0 3 11072 103 3 0 3 5W 11825 109 4 0 2 12057 112 4 0 2 10789 100 4 0 2 60 700 mA 136W FR 15891 117 2 0 2 16216 120 2 0 2 14511 107 2 0 1 2 15329 113 2 0 2 15642 116 2 0 2 13997 103 2 0 2 3 15037 111 2 0 3 15344 113 2 0 3 13730 101 2 0 3 4 14784 109 1 0 3 15086 111 1 0 3 13500 100 1 0 3 4W 14802 109 2 0 3 15104 112 2 0 3 13515 100 2 0 3 50M 15055 111 3 0 2 15362 114 3 0 2 13747 102 3 0 2 5R 15158 112 4 0 4 15469 114 4 0 4 13841 102 4 0 4 5W 14781 109 4 0 2 15083 111 4 0 2 13495 100 4 0 2 • • - - Beacon Products 2041 58th Avenue Circle East Bradenton FL 34203 Phone: 800-345-4928 HUBBELL N HUBBELL ®� Due to our continued efforts to improve our products, product specifications are subject to change without notice. Lighting 0 2017 BEACON PRODUCTS, All Rights Reserved • For more information visit our website: wormbeaconproducts.com • Printed in USA JUNE 18, 2018 4:48 PM Submitted by Lighting Vir inia-Central Catalog Number: TDAMw Job Name: VP-S-60L-136-4K7-4W-XX-A-XX LIGHTING CASPCA AVIRGINIA Architect: TIMMONS Notes: 4RNE� VIPER S Cat.ff Job Type STRIKE SMALL VIPER LUMINAIRE SPECIFICATIONS Intended Use: Controls/Options: The Beacon Viper luminaire is available with a wide • Available with an optional passive infrared choice of different LED Wattage configurations (PIR) motion sensor capable of detecting and optical distributions designed to replace HID motion 360° around the luminaire. When lighting up to 40OW MH or HPS. no motion is detected for the specified time, the Motion Response system reduces the Construction: wattage to factory preset level, reducing the light level accordingly. When motion is • Manufactured with die cast aluminum. detected by the PIR sensor, the luminaire • Coated with a polyester finish that meets returns to full wattage and full light output. ASTM B117 corrosion test requirements Please contact Beacon Products if project and ASTM D522 cracking and loss of requirements vary from standard configuration. adhesion test requirements. • Available with Energeni for optional set • External hardware is corrosion resistant. dimming, timed dimming with simple delay, or • One piece optical cartridge system consisting timed dimming based on time of night (see of an LED engine, LED lamps, optics, gasket wyww.beaconproducts.com/products/eneraenil. and stainless steel bezel. • Cartridge is held together with internal brass . In addition, Viper can be specified pontrol standoffs soldered to the board so that it can with SiteSyncT"' wireless system be field replaced as a one piece optical system. for reduction in energy and maintenance costs while optimizing light quality 24/7. For more • Two-piece silicone and micro -cellular details, see ordering information or visit: polyurethane foam gasket ensures a www.hubbelllightina.com/sitesvnc weather-proof seal around each individual LED. Electrical: Installation: • 100V through 277V, 50 Hz to 60 Hz (UNV), or • Mounting options for horizontal arm, vertical 347V or 480V input. tenon or traditional arm mounting available. • Power factor is t.90 at full load. Mounting hardware included. • Dimming drivers are standard, but must Finish: contact factory to request wiring leads for • IFS polyester powder -coat electrostatically purpose of external dimming controls. applied and thermocured. IFS finish consists of • Component -to -component wiring within the a five stage pretreatment regimen with a luminaire may carry no more than 80% of polymer primer sealer and top coated with a rated load and is certified by UL for use at thermoset super TGIC polyester powder coat 600VAC at 90°C or higher. finish. • Plug disconnects are certified by UL for use • The finish meets the AAMA 2604 at 600 VAC, 13A or higher. 13A rating performance specification which includes applies to primary (AC) side only. passing a 3000 hour salt spray test for • Fixture electrical compartment shall contain all corrosion resistance and resists cracking or LED driver components and shall be provided loss of adhesion per ASTM D522 and resists with a push-button terminal block for AC surface impacts of up to 160 inch -pounds. power connections. • Surge protection - 20kA. Certifications/Ratings: • Optional 7-pin ANSI C136.41-2013 twist -lock • DesignLights Consortium (DLC) qualified, photo control receptacle available. Compatible consult DLC website for more details: with ANSI C136.41 external wireless control httpi//www.desianliahts.ora/QPL devices. • Certified to UL 1598, UL 8750 and CSA • LifeshieldTM Circuit - protects luminaire from C22.2 No.250.0 excessive temperature. The device • IDA approved shall activate at a specific, factory -preset • This product is approved by the temperature, and progressively reduce power Florida Fish and Wildlife Conservation over a finite temperature range. Operation shall Commission. Separate spec available at: be smooth and undetectable to the eye. htto://www.beawnoroducts.com/oroducts/vioersmall Thermal circuit is designed to "fail on", allowing the luminaire to revert to full power Warranty: in the event of an interruption of its power Five year limited warranty for more information visit: supply, or faulty wiring connection to the www.hubbelllighting.com/resoumes/warranty drivers. The device shall be able to co -exist with other 0-1 OV control devices (occupancy sensors, external dimmers, etc.). CERTIFICATIONS/LISTINGS COP US '3000K and warmer CCTs only ndex Type: A4W-120 LV - CENTRALI8-26315 BEACON O Approvals PRODUCT IMAGE(S) DIMENSIONS A - B 4 118" U Front A B C Weight: EPA 21.75" 16.75" 11.25" 15.0 Ibs .67 ftz (552 mm) (425 mm) (286 mm) (6.8 kg) MOUNTING OPTIONS Back Side View Rectangular Arm (A) View Accepts tenon, min 4" brg. Side View 2-3/8" OD Slip Fitter (MAF) Back View 18.75"� T o 5.00" OO 2-3/8" Adjustable Knuckle (K) limit to 3o• tilt - Sensors, photocells and wireless controls should not be tilted above horizontal 2.38" 4x 0.60" �22.50"5.50" - I � Wall Bracket (WB) 24.75" T V V vt AD Decorative Arm I • 1" I 4.88" 0.56" Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928 , HUBBELL F4uaeE„ Lighting Due to our continued efforts to improve our products, product specifications are subject to change without notice. N P P ,P P 1 9 ® g g 0 2017 BEACON PRODUCTS All Rights Reserved -For more information visit our website: www.beaconproducts.com •Pdnted in USA JUNE 18 2018 4:48 PM 9 P O �d On: Oct 8. 2018 1/5 Index Paa( SANK W. H III W.1 04/09/18 U '�_,IpE ARC M E CD O M V N VI lV c: > E w =E F- U au 3 Q I ! at-+ 3 LL o LL w O ro ,1 10� LU L M a< w U 00 LU= - Lr) F-t a O (V (7 W fV zL_ a'� (n O x 0 Q Of W 7 to = N N = U > LLr 1 Q c Lr) 1 0-1lV N M M 00 J CD LU U O H 0 LU w_ U Q Z 0 (n > 0 } CL 3 c� Z Z 0 U V) w Z 0 Ln LU W LZL1 O O ILLI O O j W W ct� Q-1 00 00 LLJ 11 O a �� 0 t\ O O *- DATE 04109118 DRAWN BY C. GREGORY DESIGNED BY C. GREGORY CHECKED BY F. HANCOCK SCALE NA V UJ ItItItltltltJ W LU a > J W Q Z) V UJ 0 LU w J,yO J LU 00 J Q (�"�v � z LLtltll I1� (_ V ItItItltltltlJ Q 2 U JOB NO. 40204 SHEET NO. L4.1 O C di U c m 0 re 3 m 0 2- n T c ro `o m N a: 2 0 c a CO CL S O O) O 3 C ro d 0O -a OCL O Z o) O �2 0 T H E O a) C N O N 0- O U C Z N O 2 a g x H 0) w O o 0 0 O '3 a m c) � Y N � L) C a) o 0) U w 2 (D w `m C N o m `o E 0 U (6 0) w Co �U o c u) o N U -0 i C: U) to O 2 U � O o� to L_ PLTH OF bmitted by Lighting Virginia -Central Catalog Number: I ype: TDAM4, Job Name: VP-S-60L-136-4K7-4W-XX-A-XX A4W-120 LIGHTING CASPCA AVIRGINIA Architect: TIMMONS Notes: •QRNE' LV - CENTRALI8-26315 ORDERING INFORMATION ORDERING EXAMPLE: VPS/24L-55/4K7/4W/UNV/A/DBT/7PR-TUGENI-04/BC VPS 60L-136 4K7 4W XX LA XXJ ■L� � °r 1 1 I I• I• I VPS Viper 24L-55 55W, LED 3K7 3000K, 70 CRI Leave blank for no UNV 120-277V BL Black Textured F Fusing array 4K7 4000K, 70 CRI rotation 120 120V DB Dark Bronze Textured BSP Bird Spikes 36L-65 65W, LED 5K7 5000K, 70 CRI La Optic rotation left 208 208V GYS Light Gray Smooth g y BC Backlight control (limited array R5 Optic rotation right 240 240V PS Platinum Silver Smooth to Type 4W only) 36L-80 BOW, LED array I I 277 277V WH White Textured 48L-110 11OW, LED FR Type 1/Front Row 347 347V CC Custom Color array 2 Type 2 480 480V 60L-136 D 3 Type 3 I I I r 1 array array 4 Type 4 A Rectangular Arm (formerly RA) for square 7PR 7-Pin Receptacle only (shorting cap, photo control, 4W Type 4 Wide or round pole or wireless control provided by others) 7PR-SC 7-Pin Receptacle w/Shorting Cap 50M Type 50M MAF Mast Arm Fitter (formerly SF2) for 2-3/8" OD horizontal arm 7PR-TL 7-Pin Receptacle w/rwist Lock photo control 5R Type 5R (rectangular) SCP/-FTAI Programmable Occu ancy Sensor w/ daylight K Knuckle (formerly PK2) limit to 45° tilt or 5W Type 5W (round wide) control (120-277 volts only) 2-3/8" OD horizontal arm or vertical tenon WB Wall Bracket GENI-XXa ENERGENI AD Universal Arm for square pole SW131.4 SiteSync Pre -Commission 1 1 1 • 1 A03 Universal Arm for 2.4"-4.1" round pole SWPMt2A SiteSync Pre -Comm w/Sensor HSSNP-S/90-FB/XXX 90' shield front or back AD4 Universal Arm for 4.2" -5.3" round pole HSSNP-S/90-LR/XXX 90• shield left or right A05 Universal Arm for 5.5" -5.9" round pole HSSNP-S/270-FB/XXX 270* shield front or back AD6 Universal Arm for 6.0"-6.5" round pole HSSNP-S/270-LR/XXX 270* shield left or right HSSNP-S/360/XXX Full shield Accessories and Services (Ordered Separately) (Replace XXX with notation for desired finish color) (Rater to page 5 for shield images) � L•� um a 1 w I elaN►1 a"x'1n:u a"� VPL-AD-RPA3 2.4"-4.1 " Round Pole Adapter for AD arm VPL-AD-RPA4 4.2"-5.3" Round Pole Adapter for AD arm VPL-AD-RPA5 5.5"-5.9" Round Pole Adapter for AD arm VPL-AD-RPA6 6.0"-6.5" Round Pole Adapter for AD arm ' Not available with other wireless control or sensor options ' Specify mounting height; 8=8' or less, 40=9'to 40' Specify routine setting code (example GENI-04). See ENERGENI brochure and instructions for setting table and options. Not available with sensor or SiteSync options. ' Specify group and zone at time of order. See www.hubbellli htin .com/sites nc for further details. Order at least one Sites nc interface P N9 P 9 9 Y Y Accessory SWUM or SWTAB. Each option contains SiteSync License, GUI, and Bridge Node • I , , SWUSB* SiteSync interface software loaded on USB flash drive for use with owner supplied PC (Windows based only). Includes SiteSync license, software and USB radio bridge node SWTAB* Windows tablet and SiteSync interface software. Includes tablet with preloaded software, SiteSync license and USE; radio bridge node. SWBRG SiteSync USB radio bridge node only. Order if a replacement is required or if an extra bridge node is requested. SCP-REMOTE Remote Control for SCP/_F option. Order at least one per project to program and control SW7PR* SiteSync 7 Pin on fixture module On/Off/Dim, Daylight Sensor120-480VAC ' Only available with 1A, 2, 3, 4, 4W and 5R distributions " When ordering SiteSync at least one of these two interface options must be ordered per project. Order at least one SOP -REMOTE per project location to program and control the occupancy sensor. + Available as a SiteSync retrofit solution for fixtures with an existing 7pin receptacle. • This product is approved by the Florida Fish and Wildlife Conservation Commission. Separate spec available at: huo://cdn.beaconoroducts.com/contenttDroducts/sDecs/soecs filesNioer Small LED turtle soec sheet.Ddf PRECOMMISSIONED SITESYNC ORDERING INFORMATION: When ordering a fixture with the SiteSync lighting control option, heduladditional information will be required to complete the order.The SiteSync Commissioning Form or alternate sce information must be completed. This form includes Project location, Group information, and Operating schedules. For more detailed information please vises www.hubbell-automation.com/oroducts/sitesvnc/ or contact Hubbell Lighting tech support at (800) 345-4928. SiteSync fixtures with Motion control (SWPM) require the mounting height of the fixture for selection of the lens. Examples: VPS/24L-55/4K7/3NNV/A/DBT/SWP/ SiteSync only VPS/24L-55/4K7/3NNV/A/DBT/SWPM-40F/ SiteSync with Motion Control Hubbell Control Solutions - Accessories (sold separately) NXOFM-1 Rt D-UNV On -fixture Module (7-pin), On / Off / Dim, NX Distributed Daylight Sensor with Hubi Radio and IntelligenceTM Bluetooi Radio,120-480VAC WIR-RME-L On -fixture Module (7-pin or 5-pin), On / Off wiSCAPE11 / Dim, Daylight Sensor with wiSCAPE Radio, Lighting Control 110-480VAC For additional information related to these accessories please visit www.hubbellcontrolsolutions.com. Options provided for use with integrated sensor, please view specification sheet ordering information table for details. LEFT ROTATED OPTIC RIGHT ROTATED OPTIC SiteSync 7-Pin Module • All of the SiteSync Features in a new form • Available as an accessory for new construction or retrofit applications (with existing 7-Pin receptacle) • Available on all products that have a 7-Pin receptacle SW7PR Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928 HUBBELL MJkC0HUBBELL Lighting 9 Due to our continued efforts to improve our products, product specifications are subject to change without notice. 9 N P P ,P P 1 9 ® 02017 BEACON PRODUCTS, All Rights Reserved • For more information visit our website: www.heaconproducts.com • Printed in USA JUNE 18, 2018 4:48 PM tted On: Oct 8, 2018 2/5 Index Submitted by Li TOAAf, , LIGHTING VIRGINIA A•4RNEt'y entral Job Name: CASPCA Architect: TIMMONS HOUSE SIDE SHIELD FIELD INSTALL ACCESSORIES 1 Catalog Number: V P-S-60 L-136-4 K7-4 W-XX-A-XX Notes: Type: A4W-120 - HSSNP-S/90-LR/XXX HSSNP S/90 FB/XXX HSSNP-S/270 FB/XXX HSSNP S/270 LR/XXX HSSNP S/360/XXX 901 shield front or back 901 shield left or right 270* shield front or back 2701 shield left or right Full shield (1 shield shown) (2 shields shown) (1 shield shown in left orientation) (1 shield shown in back orientation) (1 shield shown in right orientation) AD ARM MOUNTING INSTRUCTIONS DECORATIVE ARM (AD) Sliding nut block Compatible with pole drill pattern S2 fits inside pole ;6 III POLET f 3.875 Round pole example RPA required only for .875 attachment to round e � poles � 3.5 Round pole adapter (when applicable) - ► 9.56E 0.562 HOLE 3 HOLES VIPER AD Arm J Wireway cover V � Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928 HUBBELL HUBBELL N Due to our continued efforts to improve our products, product specifications are subject to change without notice. Lighting O 2017 BEACON PRODUCTS, All Rights Reserved • For more information visit our website: www.beaconproducts.com • Printed in USA JUNE 18, 2018 4:48 PM 0 Submitted On: Oct 8, 2018 5/5 Index P P11A4f4, Job Name: LIGHTING CASPCA VIRGINIA Architect: TIMMONS A'4RNE y Catalog Number: V P-S-60 L-136-4 K7-4 W-XX-A-XX Notes: A4W-120 LV - CENTRALI8-26315 PERFORMANCE 24 DATA I' 700 mA 55W I 1 FR IH 6357 118 1 1 0 1 •III 6486 120 I 1 0 1 III , 5804 107 1 1 0 1 2 6132 114 1 0 1 6257 116 1 0 2 5599 104 1 0 1 3 6015 111 1 0 2 6137 114 1 0 2 5492 102 1 0 2 4 5921 110 1 0 2 6034 112 1 0 2 5400 100 1 0 2 4W 5406 100 1 0 2 6041 112 1 0 2 5406 100 1 0 2 50M 6022 112 2 0 1 6145 114 2 0 1 5499 102 2 0 1 5R 6063 112 3 0 3 6187 115 3 0 3 5536 103 3 0 3 5W 5908 109 3 0 1 6028 112 3 0 1 5908 102 3 0 1 36 560 mA 65W FR 7864 121 1 0 1 8041 1 124 1 0 1 7189 111 1 0 1 2 7586 117 1 0 2 7757 119 1 0 2 6934 107 1 0 2 3 7441 114 1 0 2 7609 117 1 0 2 6802 105 1 1 1 0 2 4 7317 110 1 1 0 2 7482 112 1 1 0 2 6688 100 1 0 2 4W 7325 113 1 0 2 7490 115 1 2 6696 103 1 0 2 50M 7450 115 3 0 1 7618 117 3 _L 0 1 6810 105 3 0 1 511 7501 115 3 0 3 7670 118 3 0 3 6857 105 3 0 3 5W 7309 112 3 0 2 7473 115 3 0 2 6681 1 103 3 0 1 36 700 mA 80yy FR 9535 118 1 0 1 9730 120 1 0 1 8706 107 1 0 1 2 9197 1 114 1 0 2 9385 116 1 0 2 8398 104 1 1 0 1 2 3 9022 111 1 0 2 9206 114 1 1 0 2 8238 102 1 0 2 4 8871 110 1 0 1 2 9052 112 1 1 0 2 8100 100 1 0 2 4W 8881 110 1 0 3 9062 112 1 0 3 8109 100 1 0 2 50M 9033 112 3 0 1 9217 114 3 0 1 8248 102 3 0 1 5R 9095 112 3 0 3 9280 115 3 0 3 1 8304 103 3 0 3 5W 8861 109 3 0 2 9043 112 3 0 2 8092 100 3 0 2 48 700 mA 110W FR 12713 118 1 0 1 12973 120 2 0 1 11608 107 1 0 1 2 12263 1 114 2 0 2 12513 116 2 0 2 11197 104 2 0 2 3 12029 111 2 0 1 2 12275 1 114 2 0 2 10984 102 1 0 2 4 11828 110 1 0 3 12069 112 1 0 3 10800 100 1 0 2 4W 11841 110 5 0 5 12083 112 2 0 3 11841 110 1 0 3 50M 12044 112 3 0 2 12290 114 3 0 2 1 10997 102 3 0 1 5R 12126 112 3 0 3 12374 115 3 0 3 11072 103 3 0 1 3 5W 11825 109 4 0 2 12057 112 4 0 2 10789 100 4 0 1 2 60 700 mA 136W FR 15891 117 2 0 2 16216 120 2 0 2 14511 107 2 0 1 2 15329 113 2 0 2 15642 116 2 0 2 13997 103 2 0 2 3 15037 111 2 0 3 15344 113 2 0 3 13730 101 2 0 3 4 14784 109 1 0 3 15086 111 1 0 3 13500 100 1 0 3 4W 14802 109 2 0 3 15104 112 2 0 1 3 1 13515 100 2 0 3 50M 15055 111 3 0 2 15362 114 3 0 1 2 1 13747 102 3 0 2 513 15158 112 4 0 4 15469 114 4 0 1 4 1 13841 102 1 4 1 0 4 5W 1 14781 1 109 4 0 2 15083 111 4 0 1 21 13495 1 100 1 4 1 0 1 2 Beacon Products • 2041 58th Avenue Circle East Bradenton FL 34203 • Phone: 800-345-4928 HUBBELL HUBBELL N Due to our continued efforts to improve our products, product specifications are subject to change without notice. Lighting ® 02017 BEACON PRODUCTS, All Rights Reserved • For more information visit our website: www.heaconproductsi • Printed in USA JUNE 18, 2018 4:48 PM Submitted by Lil TOA41 , LIGHTING VIRGINIA A•4RNEt'y entral Job Name: CASPCA Architect: TIMMONS l f�� DETAIL 3 POLE HEIGHT 18' (FT) 2.5" X 5" HANDHOLE @ 0° DETAIL 2 18 DETAIL 1 BASE COVER 0• VIEW Catalog Number: SNS-18-11-AB-SF 120 Notes: ❑ T20R (2.38" OD X 4" TALL) ❑ T25R (2.88" OD X 4" TALL) ❑ T30R (3.50" OD X 6" TALL) ❑ DM19 z7o ❑ DM28 so° 270 ❑ DM29 z7o o ❑ DM39 90° 270 Fbi ❑ DM49 90° 270 t 90 + 270 0' BASE WNDHOtE ON 0' ORIENTATION. DFTAII .-i I POI F TOP 1 n Type: A4W-120 POLE LV - CENTRAL18-26315 180° 8.00"-9.00" BOLT CIRCLE 8.2 R 904 + 270° t 0° .88"0 SLOTTED BOLT HOLE (X4) FATIGUE RESISTANT BELL SHAPED1 I I BASE i f .75" --- DETAIL 1 BASE PLATE 7•, ANCHOR BOLT TEMPLATE# 5 ABT-085-4 CUTDOWN TO 17.5 FEET WITH 30" HEX NUT & CONCRETE BASE BY OTHERS FOR WASHER (X2) OVERALL HEIGHT OF 20 FEET A.B. PAINTED TO MATCH LUMINAIRE 17.00 PROJECT00 "ION 4. SF 120 DEGREE MOUNT 3.00" d DETAIL 2 ANCHOR BOLT 1) HARDWARE TO BE GALVANIZED TO: ASTM A153 2) ANCHOR BOLTS SHALL BE FULLY GALVANIZED PER ASTM A153. 3) ALL WELDING TO CONFORM TO: AWS D1.1 MOST RECENT EDITION. 4) FABRICATION MEETS AISC (AMERICAN INSTITUTE OF STEEL CONSTRUCTION) QUALITY CERTIFICATION. 5) PROVISIONS FOR GROUNDING LOCATED AT BASE HAND HOLE. 6)VIBRATION DISCLAIMER: ALTHOUGH RARE, VIBRATIONS SEVERE ENOUGH TO CAUSE DAMAGE CAN OCCASIONALLY OCCUR IN STRUCTURES OF ALL TYPES. BECAUSE THEY ARE INFLUENCED BY MANY INTERACTING VARIABLES, VIBRATIONS ARE GENERALLY UNPREDICTABLE. THE USERS MAINTENANCE PROGRAM SHOULD INCLUDE OBSERVATION FOR EXCESSIVE VIBRATION AND EXAMINATION FOR ANY STRUCTURAL DAMAGE. ALP WARRANTY EXCLUDES FATIGUE FAILURE OR SIMILAR PHENOMENA RESULTING FROM INDUCED VIBRATION, HARMONIC OSCILLATION OR RESONANCE ASSOCIATED W9TH MOVEMENT OF AIR CURRENTS AROUND THE POLE. LOADING DATA MATERIAL DATA DESIGN CRITERIA: COMMERCIAL STANDARD COMPONENT ASTM VAND SPEED (mph) 1.3 GUST 80 90 100 0 140 150 POLE SHAFT A500 GR. B EPA FTa 12.6 9.2 6.5 n 1 1.3 - WEIGHT (Ibs) 315 230 168 33 - BASE PLATE A36 FINISH ANCHOR BOLTS F1554 GR.55 TBD MISC. STEEL A36 POLE DIMENSION DATA TYPE DESIGN POLE LENGTH (FT) BASE DIA. (IN) TOP DIA. (IN) GAUGE OR THK (IN) WEIGHT (LBS) SNS-18-40-11-AB 18 4.00 4.00 G 1-GA 196") 125 AMERICAN LITE POLE NLv. AIL uY NLVINUN JL�UNIPNUN 2800 S. HULEN, SUITE 200 PROJECT NAME: PO NUMBER: DATE: DWG BY: me/7Can FORT WORTH, TX 76109 817 924-PH. 817-924-7049 7049 FAX 061014 Bfvl QUOTE NUMBER: SCALE: OTY: CHKD BY: Litepwlfe NTS CKR **CONFIDENTIAL** DESCRIPTION �.` THE INFORMATION CONrAINEDmTm50RAWm E. PUCATTONARY AND CONFIDENTIAL. U RQED l/ U N S U1�� STRAIGHT STEEL ANCHOR BASE DRAWING NUMBER: REV: 6 DOC DUPLICATION OR DISSEMINATION OF THIS DIX:UMENTW < SNS-18-40-11-AB STmCRY MtOHIRITED Wrllmm Pmgt WRITTEN NOTI FROM AMERICAN LITE PoLE. 1 8' X A .OII x 1 1 G A 1 O •7 1 1 1L1 Submitted On: Oct 8, 2018 1/1 Index Page Submitted by Lighting Vir inia-Central Catalog Number: I ype: TGAMw Job Name: VP-S-60L-136-4K7-4W-XX-A-XX A4W-120 LIGHTING CASPCA AVIRGINIA Architect: TIMMONS Notes: '4RNE� LV - CENTRALI8-26315 PHOTOMETRICS Type FR - Front Row/Auto Optic Type 2 Type 3 Type 4 Type 4W Type SW Type 50M Type 5R 'Lumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the configurations shown. Actual performance may differ as a result of end -use environment and application. ELECTRICAL DATA I• • I I 24 I 1 2 700 mA I 120 •I 55 , 0.5 277 0.2 347 0.2 480 0.1 36 1 560 mA 120 65 0.65 277 0.28 347 0.22 480 0.16 700 mA 120 80 0.7 277 0.3 347 0.2 480 0.2 48 1 700 mA 120 110 0.9 277 0.4 347 0.3 4-80--1 0.2 60 1 700 mA 120 136 1.1 347 0.4 480 0.3 PROJECTED LUMEN MAINTENANCE I I III I III ,1 IJI 11 III I 25°C 177°C 11.00 1 0.97 1 0.95 1 0.95 1 0.92 >377,000 ' Projected per IESNA TM-21-11 Data references the extrapolated performance projections for the base model in a 25°C ambient, based on 10,000 hours of LED testing per IESNA LM-80-08. DRILL PATTERN RECTANGULAR ARM (A) EPA Compatible with Pole drill pattern 34 4" Suggested j j I distance from Ttrt top of pole 2.50" 10 1 67 Cr � 3 @ 120° 1 $$ . t 05/161,2 90° 1.06 3 90° 1.73 { ,..: j � I l liif !!I % Rectangular if 11 Am 2 � 180° 1.34 4 90° 2.12 'w-04" Pole =05" Pole �06" Pole TENON TOP POLE BRACKET ACCESSORIES (Order Separately) (2 3/8" OD tenon) •, ,•0 SETAVP-XX 10-MM,, Square tenon adapter (4 at 900) for A - Rectangular Arm mounting option only RETAVP-XX Round tenon adapter (4 at 901) for A - Rectangular Arm mounting option only TETAVP-XX Hexagonal tenon adapter (4 at 901) for A -Rectangular Arm mounting option only SETA2XX Square tenon adapter (4 at 901 for AD - Universal Arm mounting option only RETA2XX Round tenon adapter (4 at 90e) for AD3 - Universal Arm mounting option only TETA2XX IHexagonal tenon adapter (3 at 1200) for AD - Universal Arm mounting option only Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928 HUBBELL HUBBELL ®/I M CON Due to our continued efforts to improve our products, product specifications are subject to change without notice. Lighting '•� 0 2017 BEACON PRODUCTS, All Rights Reserved • For more information visit our website: www.beacunproducts.com • Printed in USA JUNE 18, 2018 4:48 PM Submitted by Lighting Vir inia-Central Catalog Number: ToAMm Job Name: VP-S-36L-80-4K7-3-XX-A-XX LIGHTING CASPCA AVIRGINIA Architect: TIMMONS Notes: '4RNE- _ VIPER S Cat.# Job Type STRIKE SMALL VIPER LUMINAIRE SPECIFICATIONS Intended Use: Controls/Options: The Beacon Viper luminaire is available with a wide • Available with an optional passive infrared choice of different LED Wattage configurations (PIR) motion sensor capable of detecting and optical distributions designed to replace HID motion 360° around the luminaire. When lighting up to 40OW MH or HIPS. no motion is detected for the specified time, the Motion Response system reduces the Construction: wattage to factory preset level, reducing the light level accordingly. When motion is • Manufactured with die cast aluminum. detected by the PIR sensor, the luminaire • Coated with a polyester finish that meets returns to full wattage and full light output. ASTM B117 corrosion test requirements Please contact Beacon Products if project and ASTM D522 cracking and loss of requirements vary from standard configuration. adhesion test requirements. • Available with Energeni for optional set • External hardware is corrosion resistant. dimming, timed dimming with simple delay, or • One piece optical cartridge system consisting timed dimming based on time of night (see of an LED engine, LED lamps, optics, gasket www.beaconproducts.com%products/eneraeno. and stainless steel bezel. • Cartridge is held together with internal brass . In addition, Viper can be specified standoffs soldered to the board so that it can with SiteSynCTM wireless control system be field replaced as a one piece optical system. for reduction in energy and maintenance costs while optimizing light quality 24/7. For more • Two-piece silicone and micro -cellular details, see ordering information or visit: polyurethane foam gasket ensures a www.hubbellliahtina.com/sitesync weather-proof seal around each individual LED. Electrical: Installation: • 100V through 277V, 50 Hz to 60 Hz (UNV), or • Mounting options for horizontal arm, vertical 347V or 480V input. tenon or traditional arm mounting available. • Power factor is t.90 at full load. Mounting hardware included. • Dimming drivers are standard, but must Finish: contact factory to request wiring leads for • IFS polyester powder -coat electrostatically purpose of external dimming controls. applied and thermocured. IFS finish consists of • Component -to -component wiring within the a five stage pretreatment regimen with a luminaire may carry no more than 80% of polymer primer sealer and top coated with a rated load and is certified by UL for use at thermoset super TGIC polyester powder coat 600VAC at 90°C or higher. finish. • Plug disconnects are certified by UL for use • The finish meets the AAMA 2604 at 600 VAC, 13A or higher. 13A rating performance specification which includes applies to primary (AC) side only. passing a 3000 hour salt spray test for • Fixture electrical compartment shall contain all corrosion resistance and resists cracking or LED driver components and shall be provided loss of adhesion per ASTM D522 and resists withpush-button t rmin I k f r A a terminal block o C surface impacts of u to 160 inch -pounds. p p p power connections. • Surge protection - 20kA. Certifications/Ratings: • Optional 7-pin ANSI C136.41-2013 twist -lock • DesignLights Consortium (DLC) qualified, photo control receptacle available. Compatible consult DLC website for more details: with ANSI C136.41 external wireless control httD://WW W.designliahts.org/QPL devices. • Certified to UL 1598, UL 8750 and CSA • LifeshieldTM Circuit - protects luminaire from C22.2 No.250.0 excessive temperature. The device • IDA approved shall activate at a specific, factory -preset • This product is approved by the temperature, and progressively reduce power Florida Fish and Wildlife Conservation over a finite temperature range. Operation shall Commission. Separate spec available at: be smooth and undetectable to the eye. htto,//www.beaconoroducts.com/oroducts/vioersmall Thermal circuit is designed to "fail on", allowing the luminaire to revert to full power Warranty: in the event of an interruption of its power Five year limited warranty for more information visit: supply, or faulty wiring connection to the www.hubbellliahtina.com/resources/warranty drivers. The device shall be able to co -exist with other 0-1 OV control devices (occupancy sensors, external dimmers, etc.). CERTIFICATIONS/LISTINGS COP US '3000K and warmer CCTs only ndex Type: B3 LV - CENTRALI8-26315 OBEACON Approvals PRODUCT IMAGE(S) DIMENSIONS A B � T 41 U Front A B C Weight: EPA 21.75" 16.75" 11.25" 15.0 Ibs .67 ft2 (552 mm) (425 mm) (286 mm) (6.8 kg) MOUNTING OPTIONS 0 Side View Back Rectangular Arm (A) View Accepts tenon, In 4" 11 Side View 2-3/8" OD Slip Fitter (MAF) Back View 18.75"� T O 5.00" OO 2-3/8" Adjustable Knuckle (K) limit to 301 - Sensors, photocells and wireless controls should not be tilted above horizontal 2.38" 4x 0.50" 1 5. 22.50"� 50" - 91 Wall Bracket (WB) 1 24.75" T V V AD Decorative Arm i • 1" 0.561" Beacon Products 2041 58th Avenue Circle East Bradenton FL 34203 Phone: 800-345-4928 �N t IuaBE„ HUBBELL Due to our continued efforts to improve our products, product specifications are subject to change without notice. Lighting P P ,P P 1 9 9 9 °+" _ ..1.1 �° r- 0 2017 BEACON PRODUCTS All Rights Reserved • For more information visit our website: www.beacon roducts.com • Printed in USA JUNE 18 2018 4:48 PM O 9 P �d On: Oct 8. 2018 1/5 Index SANK W. H III 04/09/18 U 10/1.7/18 �w pE Ao M E CD N O N U,; � E W 4) E 1+ ~ LU U v Q Li LL w o LU to n O to ,1 0' IIJ = M J U 00 J - Lri LU N 11 p N (D LU N� z� °'� 3 3 X CE W Q w =U> F_ Q o c In 4 0-1 N � M Ch It CO J CD H CL O Z Z O U V) w Z OLU W W O O O O W W O O j LLI W 00 00 LU(,Z-) 11 0 DATE 04109118 DRAWN BY C. GREGORY DESIGNED BY C. GREGORY CHECKED BY F. HANCOCK SCALE NA V LI J IIIIIIIIIIIIIIIIIIIIIII� Q W W a i0 J Q V W O J w JQ0 Jwz J Q v (�"� � z Lu (_ V O II� J IIIJ Q 2 U JOB NO. 40204 SHEET NO. L4.2 c di U c a) N 0 M 3 ro N 0 a n T c m `o a) m o a 0 c t to Q 0 m O c a d m =O oCL O mz o' O 0 T H E O a) C a) rA 0- O =) U C U 3 Z rn O dNi 2 a g X H a) w 0) O 0 a)0 O '3 a t) 0) C Y rn ro LN X C aT .O o) U i N N (6 0 N O `O E� 0� U (6 0 6 O) -0 w_0 Co .0 O E u) O N U -0 L C: rain N o � U � O o� a N H L_ PLTH OF bmitted by Lighting Virginia -Central L;atalog Number: I ype: TDAMd, Job Name: VP-S-36L-80-4K7-3-XX-A-XX B3 LIGHTING CASPCA AVIRGINIA Architect: TIMMONS Notes: •QRNE' LV - CENTRALI8-26315 ORDERING INFORMATION ORDERING EXAMPLE: VPS/24L-55/4K7/4W/UNV/A/DBT/7PR-TUG ENI-04/BC VPS 36L-80 4K7 3 XX A XX� L J r � •r r � r r' r• t VPS Viper 24L-55 55W, LED 3K7 3000K, 70 CRI Leave blank for no UNV 120-277V BL Black Textured F Fusing array 4K7 4000K, 70 CRI rotation 120 120V DB Dark Bronze Textured BSP Bird Spikes 311 65W, LED 5K7 5000K, 70 CRI La Optic rotation left 208 208V GYS Light Gray Smooth 9 Y BC Backlight control (limited arra S R Optic rotation right 240 240V PS Platinum Silver Smooth to Type 4W only) 36L-80 80W,LED array r r 277 277V WH White Textured 48L-110 11OW, LED FR Type 1/Front Row 347 347V CC Custom Color array 2 Type 2 480 480V 6OL-136 136W,LED 3 Type 3 r r r r r array 4 Type 4 A Rectangular Arm (formerly RA) for square 7PR 7-Pin Receptacle only (shorting cap, photo control, 4W Type 4 Wide or round pole or wireless control provided by others) 7PR-SC 7-Pin Receptacle w/Shorting Cap 5QM Type 50M MAF Mast Arm Fitter (formerly SF2) for 2-3/8" OD horizontal arm 7PR-TL 7-Pin Receptacle w/Twist Lock photo control 5R Type 5R (rectangular) K Knuckle (formerly PK2) limit to 45° tilt or SCP/-F Al Programmable Occu ancy Sensor w/ daylight 5W Type 5W (round wide) 2-3/8" OD horizontal arm or vertical tenon control If 20-277 volts only) WB Wall Bracket GENI-XXa ENERGENI AD Universal Arm for square pole SWPt.4 SiteSync Pre -Commission r r AD3 Universal Arm for 2.4"-4.1" round pole SWPMt 21 SiteSync Pre -Comm w/Sensor HSS/VP-S/90-FB/XXX 901 shield front or back AD4 Universal Arm for 4.2" -5.3" round pole HSS/VP-S/90-Lit/XXX 90° shield left or right AD5 Universal Arm for 5.5" -5.9" round pole HSS/VP-S/270-FB/XXX 270° shield front or back AD6 Universal Arm for 6.0"-6.5" round pole HSS/VP-S/270-LR/XXX 270° shield left or right HSSNP-S/360/XXX Full shield Accessories and Services (Ordered Separately) (Replace XXX with notation for desired finish color) (Refer to page 5 for shield images) -14D1ny111I � ltielflN:t:4.7NaIN.� VPL-AD-RPA3 2.4"-4.1 "Round Pole Adapter for AD arm VPL-AD-RPA4 4.2"-5.3" Round Pole Adapter for AD arm VPL-AD-RPA5 5.5"-5.9" Round Pole Adapter for AD arm VPL-AD-RPA6 6.0"-6.5" Round Pole Adapter for AD arm ' Not available with other wireless control or sensor options ' Specify mounting height; 8=8' or less, 40=9'to 40' ' Specify routine setting code (example GENI-04). See ENERGENI brochure and instructions for setting table and options. Not available with sensor or SiteSync options. 4 Specify group and zone at time of order. See www.hubbelllighting.com/sitesync for further details. Order at least one SiteSync interface Accessory SWUM or SWTAB. Each option contains SiteSync License, GUI, and Bridge Node FT-M , r SWUSB* SiteSync interface software loaded on USB flash drive for use with owner supplied PC (Windows based only). Includes SiteSync license, software and USB radio bridge node SWTAB* Windows tablet and SiteSync interface software. Includes tablet with preloaded software, SiteSync license and USB radio bridge node. SWBRG SiteSync USB radio bridge node only. Order if a replacement is required or if an extra bridge node is requested. SCP-REMOTE Remote Control for SCP/_F option. Order at least one per project to program and control SW7PR* SiteSync 7 Pin on fixture module On/Off/Dim, Daylight Sensor120-480VAC ' Only available with 1A, 2, 3, 4, 4W and SR distributions ' When ordering SiteSync at least one of these two interface options must be ordered per project. ' Order at least one SCP-REMOTE per project location to program and control the occupancy sensor. + Available as a SiteSync retrofit solution for fixtures with an existing 7pin receptacle. • This product is approved by the Florida Fish and Wildlife Conservation Commission. Separate spec available at: huo://cdn.beaconoroducts.com/contenttDroducts/sDecs/soecs filesNioer Small LED turtle soec sheet.Ddf PRECOMMISSIONED SITESYNC ORDERING INFORMATION: When ordering a fixture with the SiteSync lighting control option, additional information will be required to complete the order. The SiteSync Commissioning Form or alternate schedule information must be completed. This form includes Project location, Group information, and Operating schedules. For more detailed information please visit www.hubbell-automation.com/oroducWsitesvnc/ or contact Hubbell Lighting tech support at (800) 345-4928. SiteSync fixtures with Motion control (SWPM) require the mounting height of the fixture for selection of the lens Examples: VPS/24L-55/4K7/3NNV/A/DBT/SWP/ SiteSync only VPS/24L-55/4K7/31UNV/A/DBT/SWPM-40F/ SiteSync with Motion Control Hubbell Control Solutions - Accessories (sold separately) NXOFM-1 R7 D-UNV On -fixture Module (7-pin), On / Off / Dim, NX Distributed Daylight Sensor with HubbNET Radio and Intelligence'M Bluetooi Radio,120-480VAC WIR-RME-L On -fixture Module (7-pin or 5-pin), On / Off wiSCAPE® / Dim, Daylight Sensor with wiSCAPE Radio, Lighting Control 110-480VAC For additional information related to these accessories please visit www.hubbellcontrolsolutions.cam. Options provided for use with integrated sensor, please view specification sheet ordering information table for details. LEFT ROTATED OPTIC RIGHT ROTATED OPTIC SiteSync 7-Pin Module • All of the SiteSync Features in a new form • Available as an accessory for new construction or retrofit applications (with existing 7-Pin receptacle) • Available on all products that have a 7-Pin receptacle SiteSync 1)) SW7PR • ��_/�/�J Beacon Products • 2041 58th Avenue Circle East Bradenton FL 34203 Phone: 800-345-4928 HUBBELL -- ` - ..HUHHELL ® N Due t0 our continued efforts to improve our products, product specifications are subject to change without notice. Lighting ® 2017 BEACON PRODUCTS, All Rights Reserved • For more information visit our website: wwNibeaconproducts.com • Printed in USA JUNE 18, 2018 4:48 PIUi n: Oct 8, 2018 2/5 Index Submitted by Lighting Virginia- entral Catalog Number: VP-S-36L-80-4K7-3-XX-A-XX Type: B3 TDAMd, LIGHTING Job Name: CASPCA A VIRGINIA •QRN Ev' Architect: TIMMONS Notes: LV - CENTRALI8-26315 HOUSE SIDE SHIELD FIELD INSTALL ACCESSORIES r I \ lip r r I I HSSNP-S/90-FB/XXX HSSNP-S/90-LR/)= HSSNP-S/270-FB/XXX HSSNP-S/270-LR/XXX HSSNP-S/360/XXX 91 shield front or back 90° shield left or right 2700 shield front or back 270° shield left or right Full shield (1 shield shown) (2 shields shown) (1 shield shown in left orientation) (1 shield shown in back orientation) (1 shield shown in right orientation) AD ARM MOUNTING INSTRUCTIONS DECORATIVE ARM (AD) Sliding nut block Compatible with pole drill pattern S2 fits inside pole ,- POLE (� I` 3.875 Round pole example b RPA required only for .$75 �j � Y attachment to round poles � � 3.5 Round pole adapter (when applicable) 0.562 1 0.562 S HOLE 3 HOLES VIPER AD Arm I Wireway cover / n Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928 HUBBELL Due to our continued efforts to improve our products, product specifications are subject to change without notice. Lighting ® ..HUHHELL ® 2017 BEACON PRODUCTS, All Rights Reserved • For more information visit our website: www.beacenproducts.com Printed in USA JUNE 18, 2018 4:48 PM Submitted On: Oct 8, 2018 5/5 Index Paqe Submitted bv Liahtina Vir inia-Central Catalog Number: Type: POAM,r Job Name: VP-S-36L-80-4K7-3-XX-A-XX B3 LIGHTING CASPCA AVIRGINIA Architect: TIMMONS Notes: •4RNEv' LV - CENTRALI8-26315 PERFORMANCE DATA I• 700 mA 55W I I FR III 6357 118 1 1 0 1 •III 6486 120 I 1 0 1 III 5804 107E112 I 2 6132 114 1 0 1 6257 116 1 0 2 5599 1043 6015 111 1 0 2 6137 114 1 0 2 5492 10224 4 5921 110 1 0 2 6034 112 1 0 2 5400 1000 2 4W 5406 100 1 0 2 6041 112 1 0 2 5406 100 0 2 50M 6022 112 2 0 1 6145 114 2 0 1 5499 102 2 0 1 5R 6063 112 3 0 3 6187 115 3 0 3 5536 103 3 0 3 5W 5908 109 3 0 1 6028 112 3 0 1 5908 102 3 0 1 36 560 mA 65W FR 7864 121 1 0 1 8041 124 1 0 1 7189 111 1 0 1 2 7586 117 1 0 2 7757 119 1 0 2 6934 107 1 0 2 3 7441 114 1 0 2 7609 117 1 0 2 6802 105 1 0 2 4 7317 110 1 1 0 1 2 7482 112 1 0 2 1 6688 100 1 0 2 4W 7325 113 1 0 2 7490 115 1 0 2 6696 103 1 0 2 50M 7450 115 3 0 1 7618 117 3 0 1 6810 105 3 0 1 513 7501 115 3 0 3 7670 118 3 0 3 6857 105 3 0 3 5W 7309 112 3 0 2 7473 115 3 0 2 6681 103 3 0 1 36 700 mA 80yy FR 9535 118 1 0 1 9730 120 1 1 0 1 8706 107 1 1 1 0 1 2 9197 114 1 0 2 9385 116 1 0 2 8398 104 1 0 2 3 9022 111 1 0 1 2 9206 114 1 0 2 1 8238 102 1 0 2 4 8871 110 1 0 2 9052 112 1 0 2 8100 100 1 0 2 4W 8881 110 1 0 3 9062 112 1 0 3 8109 100 1 0 2 50M 9033 112 3 0 1 9217 114 3 0 1 8248 102 3 0 1 5R 9095 112 3 0 3 9280 115 3 0 3 8304 103 3 0 3 5W 8861 109 3 0 2 9043 112 3 0 2 8092 100 3 0 2 48 700 mA 110W FR 12713 118 1 0 1 12973 120 2 0 1 11608 107 1 0 1 2 12263 114 2 0 2 12513 116 2 0 2 11197 104 2 0 2 3 12029 111 2 0 2 12275 114 2 0 2 10984 102 1 0 2 4 11828 110 1 0 3 12069 112 1 0 3 10800 100 1 0 2 4W 11841 110 5 0 5 12083 112 2 0 3 11841 110 1 0 3 50M 12044 112 3 0 2 12290 114 3 0 2 10997 102 3 0 1 513 1 12126 112 3 0 3 12374 115 3 0 3 11072 103 3 0 3 5W 11825 109 4 0 2 12057 112 4 0 2 10789 100 4 0 2 60 700 mA 136W FR 15891 117 2 0 2 16216 120 2 0 2 14511 107 2 0 1 2 15329 113 2 0 2 15642 116 2 0 2 13997 103 2 0 2 3 15037 111 2 0 3 15344 113 2 0 3 13730 101 2 0 3 4 14784 109 1 0 3 15086 111 1 0 3 13500 100 1 0 3 4W 14802 109 2 1 0 1 3 1 15104 1 112 2 10 3 13515 100 2 0 3 50M 15055 111 3 0 2 15362 114 3 0 2 13747 102 3 0 2 5R 15158 112 4 0 4 15469 114 4 0 4 13841 102 4 0 4 5W 14781 109 4 0 2 15083 111 4 0 2 13495 100 4 0 2 Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928 r4uI3eELL : HUBBELL Lighting Due to our continued efforts to improve our products, product s ecifications are subject to change without notice. 9 9 �= N P P ,P P 1 9 ® 0 2017 BEACON PRODUCTS, All Rights Reserved • For more information visit our website: www.heaconproducts.00m Printed in USA JUNE 18, 2018 4:48 PM Submitted by Lil TDAM,y, LIGHTING VIRGINIA *41?N E-*- POLE HEIGHT 18' (FT) 18'' O VIEW Job Name: CASPCA Architect: TIMMONS DETAIL 3 2.5" X 5" HANDHOLE ® 0° DETAIL 2 DETAIL 1 BASE COVER Catalog Number: SNS-18-11-AB-DM19 Notes: I aae Type: k4-A4W-133 POLE LV - CENTRALI8-26315 ❑ T20R (2.38" OD X 4" TALL) ❑ T25R (2.88" OD X 4" TALL) 8.00"-9.00" [-IT30R (3.50" OD X 6" TALL) 180` BOLT CIRCLE ❑ DM19 0=ffnJ 8.25" 904 + 270' [-IDM28 90° 270 SQR Fbi El DM29 z7o no ❑ DM39 so° m z7o 0° 88'0 SLOTTED BOLT HOLE (X4) FATIGUE o RESISTANT _ ❑ DM49 eo° 27o BELL SHAPED F o BASE I --- sad+zTa P faLSE HVIDHOLE ON 0' ORIENTATION. 75" DETAIL 3 1 POLE TOP DETAIL 1 BASE PLATE 75" ANCHOR BOLT TEMPLATE# L ABT-085-4 CUTDOWN TO 17.5 FEET WITH 30" HEX NUT & CONCRETE BASE FOR OVERALL WASHER (X2) HEIGHT OF 20 FEET A.B. 17.00" PROJECTION PAINTED TO MATCH LUMINAIRE 4.00" DM19-DRILLED FOR SINGLE LUMINAIRE -i--4. 3.00" DETAIL 2T ANCHOR BOLT 1) HARDWARE TO BE GALVANIZED TO: ASTM At53 2) ANCHOR BOLTS SHALL BE FULLY GALVANIZED PER ASTM A153. 3) ALL WELDING TO CONFORM TO: AWS D1.1 MOST RECENT EDITION. 4) FABRICATION MEETS AISC (AMERICAN INSTITUTE OF STEEL CONSTRUCTION) QUALITY CERTIFICATION. 5) PROVISIONS FOR GROUNDING LOCATED AT BASE HAND HOLE. 6)MBRATION DISCLAIMER: ALTHOUGH RARE, VIBRATIONS SEVERE ENOUGH TO CAUSE DAMAGE CAN OCCASIONALLY OCCUR IN STRUCTURES OF ALL TYPES. BECAUSE THEY ARE INFLUENCED BY MANY INTERACTING VARIABLES, VIBRATIONS ARE GENERALLY UNPREDICTABLE. THE USERS MAINTENANCE PROGRAM SHOULD INCLUDE OBSERVATION FOR EXCESSIVE VIBRATION AND EXAMINATION FOR ANY STRUCTURAL DAMAGE. ALP WARRANTY EXCLUDES FATIGUE FAILURE OR SIMILAR PHENOMENA RESULTING FROM INDUCED VIBRATION, HARMONIC OSCILLATION OR RESONANCE ASSOCIATED WITH MOVEMENT OF AIR CURRENTS AROUND THE POLE. LOADING DATA MATERIAL DATA DESIGN CRITERIA: COMMERCIAL STANDARD COMPONENT ASTM WIND SPEED (mph) .3 GUST 80 90 100 110 120 130 140 150 POLE SHAFT A500 GR. B EPA FT' 12.6 9.2 6.5 5.0 3.6 2.1 1.3 - WEIGHT (Ibs) 315 230 168 125 90 60 33 - BASE PLATE A36 FINISH ANCHOR BOLTS F1554 GR.55 TBD MISC. STEEL A36 POLE DIMENSION DATA TYPE DESIGN POLE LENGTH (FT) BASE DIA. (IN) TOP DIA. (IN) GAUGE OR THK (IN) WEIGHT (LBS) SNS-18-40-11-AB 18 4.00 4.00 11-GA 125 AMERICAN LITE POLE KLV. UAILISIUN ULSUKIPIIUN 2800 S. HULEN, SUITE 200 PROJECT NiAME: PO NUMBER: DATE: DWG BY: FORT WORTH, TX 76109 061014 BM /11e/"Kan 817-924-7049 PH. 817-924-7049 FAX MOTE NUMBER: SCALE: DTY: CHKD BY: TUTS CKR LifiePbweDRAWING ••CONFIDENTIAL*• DESCRIPTION: THEIRIETARTION CONIRDEN INTNISDRAWINGIS RGIIEINMRIMA AND CO ANEDIIN TIM DRAWL GI SQUARE SQUARE STRAIGHT STEEL ANCHOR BASE DRAWING NUMBER: REV: DUPUGTION OR DISSEMINATION OF THIS OONMENT IS < SNS-18-40-11-AB STRICTLYPROHI6ITED WRHOUT PRIOR WRITTEN NOTIC 7 pl 7 1 /'+A A•OII FROM AMERICAN LITE POLE. X 1 O `Y 1 1 11 X Submitted On: Oct 8. 201 ace Submitted bV Liqhtinq Vir inia-Central uatalog Number: I ype: Ti Job Name: VP-S-36L-80-4K7-3-XX-A-XX B3 LIGHTING CASPCA AVIRGINIA Architect: TIMMONS Notes: '"?IN LV - CENTRALI8-26315 PHOTOMETRICS Type FR - Front Row/Auto Optic Type 2 Type 3 Type 4 Type 4W (macI Type 5W Type 50M Type 5R 'Lumen values are from photometric tests performed in accordance with IESNA LM-79-O8. Data is considered to be representative of the configurations shown. Actual performance may differ as a result of end -use environment and application. ELECTRICAL DATA t• • r r 24 r r• 2 700 mA t 120 r 55 , 0.5 277 0.2 347 0.2 480 0.1 36 1 560 mA 120 65 0.65 277 0.28 347 0.22 480 0.16 700 mA 120 80 0.7 277 0.3 347 0.2 480 0.2 48 1 700 mA 120 110 0.9 277 0.4 347 0.3 480 0.2 60 1 700 mA 120 136 1.1 277 0.5 347 0.4 480 0.3 t 141 AMBIENT TM-21-11 Calculated L70 TEMP. 0 25,000 50,000 60,000 100,000 (HOURS) ' Projected per IESNA TM-21-11 Data references the extrapolated performance projections for the base model in a 25°C ambient, based on 10,000 hours of LED testing per IESNA LM-80-08. DRILL PATTERN RECTANGULAR ARM (A) EPA Compatible with Pole drill pattern B4 4" Suggested distance from top of pole 2.50" 1 67 Cr , 3 @ 120' 1 $$ . F 05n61, 2 0 90' 1.06 3 0 90° 1.73 Kif ...: 'j l l li 1if Rectangular 11l 1 2 180° 1.34 4 @ 90° 2.12 Am • 'w-04" Pole ��05" Pole I�06" Pole TENON TOP POLE BRACKET ACCESSORIES (Order Separately) (2 3/8" OD tenon) . •, 1• r• r 1 SETAVP-XX Square tenon adapter (4 at 900) for A - Rectangular Arm mounting option only RETAVP-XX Round tenon adapter (4 at 900) for A - Rectangular Arm mounting option only TETAVP-XX Hexagonal tenon adapter (4 at 901) for A -Rectangular Arm mounting option only Si Square tenon adapter (4 at 901 for AD - Universal Arm mounting option only RETA2XX Round tenon adapter (4 at 900) for AD3 - Universal Arm mounting option only Ti Hexagonal tenon adapter (3 at 1200) for AD - Universal Arm mounting option only • • - - Beacon Products 2041 58th Avenue Circle East Bradenton FL 34203 Phone: 800-345-4928 HUBBELL HUBBELL Li Lighting Due to our continued efforts to improve our products, product specifications are subject to change without notice. 9 9 ��ON P P , P P 1 9 ® 0 2017 BEACON PRODUCTS, All Rights Reserved • For more information visit our website: www.beacenproducts.com Printed in USA JUNE 18, 2018 4:48 PM index SANK W. HA III 04/09/18 10/1.7/18 ��C> 'i Ao M E C) N O N Li > E W 4) E ~ U v � Qt!�� L� o Lu LL fu n w O co ,1 1 Li = M <J000 LU J - Lri N d > p N ('D LU N z� - 3 3 X o w Q U) 3:v N =U> Q o c In rn 4 N � M CO J CD H CL Ll Z O U V) w Z OLU (n W LZL1 00 U U 1 W W O O j 00 00 11 Lu O 0 DATE 04109118 DRAWN BY C. GREGORY DESIGNED BY C. GREGORY CHECKED BY F. HANCOCK SCALE NA UJ J Q W W \a J W 0 J w J Q � _J LLJ __J Q v U z LLIIII O uV H J J Q 2 U JOB NO. 40204 SHEET NO. L4.2 O c ai U C O) 0 O ro 3 m 0 0 a n T c m `o I ro N 7 O) a O c U) CI Q c O ro 0 c L Original Proffers X Amendment PROFFER STATEMENT ZMA No. 201700008 Charlottesville -Albemarle SPCA Renovation and Expansion Tax Map and Parcel Number(s): 04500-00-00-08800 Owner(s) of Record: The Albemarle Society For The Prevention Of Cruelty To Animals Inc Date of Proffer Signature: May 29, 2018 2.53 acres to be rezoned from R-6, Residential to C-1, Commercial The Albemarle Society For The Prevention Of Cruelty To Animals Inc is the owner (the "Owner") of Tax Map and Parcel Number 04500000008800 (the "Property") which is the subject of rezoning application ZMA No. 201700008, a project known as "Charlottesville -Albemarle SPCA Renovation and Expansion" (the "Project 1). Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed below which shall be applied to the Property if it is rezoned to the zoning district identified above. These conditions are proffered as a part of the requested rezoning and the Owner acknowledges that the conditions are reasonable. 1. Permitted uses of the property, and/or uses authorized by special use permit, shall include only the following section(s) of the Albemarle County Zoning Ordinance in effect on April 27, 2018, a copy of the section(s) being attached hereto: 22.2.1 BY RIGHT (§ 18-22.2.1) 3. Religious assembly use, cemeteries. (Amended 8-9-17) 4. Clubs, lodges (reference 5.1.02). 13. Nurseries, day care centers (reference 5.1.06). 20. Dwellings (reference 5.1.21). 26. Stormwater management facilities shown on an approved final site plan or subdivision plat. 27, Tier I and Tier II personal wireless service facilities (reference 5.1.40). 22.2.2 BY SPECIAL USE PERMIT (§ 18-22.2.2) The following uses shall be permitted only by special use permit approved by the board of supervisors: 2. Energy and communications transmission facilities. 3. Hospitals. 5. Veterinary office and hospital (reference 5.1.11). 6. Unless such uses are otherwise provided in this section, uses permitted in section 18.0, residential - R-15, in compliance with regulations set forth therein. 13, Animal shelter (reference 5.1.11). 14. Tier III personal wireless service facilities (reference 5.1.40). OWNER 41,4 _:�du ;t--: - By: An i Gunter Title: Executive Director The Albemarle Society For The Prevention Of Cruelty To Animals Inc 1 RESOLUTION TO APPROVE SP 2017-22 CHARLOTTESVILLE-ALBEMARLE SPCA (CASPCA) RENOVATION AND EXPANSION WHEREAS, the Owner of Tax Map Parcels 04500-00-00-08600 and 04500-00-00-08800 filed an application to renovate and expand the Charlottesville -Albemarle SPCA facility located at 3355 Berkmar Drive in conjunction with a zoning map amendment request to rezone Tax Map Parcel 04500-00-00-08800 (ZMA201700008), and the application is identified as Special Use Permit 2017-00022 Charlottesville - Albemarle SPCA (CASPCA) Renovation and Expansion ("SP 2017-22"); and WHEREAS, on April 24, 2018, after a duly noticed public hearing, the Albemarle County Planning Commission recommended approval of SP 2017-22 with conditions; and WHEREAS, on June 13, 2018, the Albemarle County Board of Supervisors held a duly noticed public hearing on SP 2017-22. NOW, THEREFORE, BE IT RESOLVED that, upon consideration of the foregoing, the staff report prepared for SP 2017-22 and all of its attachments, the information presented at the public hearing, and the factors relevant to the use in Albemarle County Code § 18-22.2.2(13) and the factors relevant to a special use permit in Albemarle County Code § 18-33.8, the Albemarle County Board of Supervisors hereby approves SP 2017-22, subject to the conditions attached hereto. I, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of to , as recorded below, at a regular meeting held on Mr. Dill Mr. Gallaway Ms. Mallek Ms. McKeel Ms. Palmer Mr. Randolph Ave Nay Clerk, Board of County Supervisors ALBEMARLE COUNTY CODE CHAPTER 18 ZONING SECTION 22 COMMERCIAL - C-1 Sections: 22.1 INTENT, WHERE PERMITTED 22.2 PERMITTED USES 22.2.1 BY RIGHT 22.2.2 BY SPECIAL USE PERMIT 22.3 ADDITIONAL REQUIREMENTS 22.1 INTENT, WHERE PERMITTED C-1 districts are hereby created and may hereafter be established by amendment to the zoning map to permit selected retail sales, service and public use establishments which are primarily oriented to central business concentrations. It is intended that C-I districts be established only within the urban area, communities and villages in the comprehensive plan. (Amended 9-9-92) 22.2 PERMITTED USES 22.2.1 BY RIGHT The following uses shall be permitted in any C-1 district, subject to the applicable requirements of this chapter. The zoning administrator, after consultation with the director of planning and other appropriate officials, may permit as a use by right, a use not specifically permitted; provided that such use shall be similar to uses permitted by right in general character and more specifically, similar in terms of locational requirements, operational characteristics, visual impact and traffic generation. Appeals from the zoning administrator's decision shall be as generally provided in section 34. a. The following retail sales and service establishments: 1. Antique, gift, jewelry, notion and craft shops. 2. Clothing, apparel and shoe shops. 3. Department store. 4. Drug store, pharmacy. 5. Florist. 6. Food and grocery stores including such specialty shops as bakery, candy, milk dispensary and wine and cheese shops. 7. Furniture and home appliances (sales and service). 8. Hardware store. 9. Musical instruments. 18-22-1 Zoning Supplement 4103, 8-9-17 SP-2017-00022 Charlottesville -Albemarle SPCA (CASPCA) Renovation and Expansion Conditions 1. Development and use shall be in general accord with the conceptual plan titled "Charlottesville Albemarle SPCA Rezoning/Special Use Permit Application" prepared by Timmons Groups and dated December 18, 2017, last updated April 5, 2018, (hereafter "Conceptual Plan'), as determined by the Director of Planning and the Zoning Administrator. To be in general accord with the Conceptual Plan, the proposed development and use shall reflect the following major elements essential to the design of the site: • location of buildings and structures (not including fenced outdoor exercise areas) • location of parking areas • no parking lots, driveways, or permanent structures within 30 feet of the property lines adjoining parcels zoned residentially • dedication of right-of-way along Berkmar Drive • landscaping and screening at the perimeter of the site as noted on the plan • a 30' buffer zone on TMP 04500-00-00-08800 Minor modifications to the plan which do not conflict with the elements above may be made to ensure compliance with the Zoning Ordinance. 2. Additional buildings, structures, fencing, and parking may occur in the area shown for SPCA expansion in accordance with the Conceptual Plan. 3. Fundraising activities and other special events shall not occur unless a zoning clearance has been issued by the Department of Community Development. 4. Animals may be walked and/or exercised outside only between the hours of 8:00 a.m. and 7:00 p.m. While animals are outside, they must be supervised and be either on a leash if outside the fenced area or contained within a fenced area if not on a leash. 5. Support facilities located on TMP 04500-00-00-08800 must be shown on an approved site plan and fenced to the satisfaction of the Zoning Administrator. 6. Fencing, other than for outdoor exercise areas, shall be of the same or a similar material identified on the plan entitled "Charlottesville/Albemarle S.P.C.A. ZMA-2000-005, SP-2000-022, revised November 6, 2007." ALBEMARLE COUNTY CODE 10. Newsstands, magazines, pipe and tobacco shops. 11. Optical goods. 12. Photographic goods. 13. Visual and audio appliances. 14. Sporting goods. 15. Retail nurseries and greenhouses. .16. Farmers' markets (reference 5.1.47). 17. Laboratories/Research and Development/Experimental Testing; gross floor area of the establishment does not exceed 4,000 square feet per site; provided that the gross floor area of the establishment may exceed 4,000 square feet per site by special exception approved by the board of supervisors. 18. Manufacturing/Processing/Assembly/Fabrication and Recycling; gross floor area of the establishment does not exceed 4,000 square feet per site; provided that the gross floor area of the establishment may exceed 4,000 square feet per site by special exception approved by the board of supervisors. 19. Drive -through windows (reference 5.1.60). (Added 3-2-16) b. The following services and public establishments: 1. Administrative, professional offices. 2. Barber, beauty shops. 3. Religious assembly use, cemeteries. (Amended 8-9-17) 4. Clubs, lodges (reference 5.1.02). 5. Financial institutions. 6. Fire and rescue squad stations (reference 5.1.09). 7. Funeral homes. 8. Health spas. 9. Indoor theaters. 10. Laundries, dry cleaners. 11. Laundromat (provided that an attendant shall be on duty at all hours during operation). 12. Libraries, museums. 13. Nurseries, day care centers (reference 5.1.06). 14. Eating establishments. 18-22-2 Zoning Supplement #103, 8-9-17 RESOLUTION TO APPROVE SPECIAL EXCEPTIONS FOR SP 2017-22 CHARLOTTESVILLE-ALBEMARLE SPCA (CASPCA) RENOVATION AND EXPANSION ALBEMARLE COUNTY CODE 15. Tailor, seamstress. 16. Automobile service stations (reference 5.1.20). 17. Water, sewer, energy and communications distribution facilities. 18. Public uses (reference 5.1.12). 19. Temporary construction headquarters and temporary construction storage yards (reference 5.1.18). 20. Dwellings (reference 5.1.21). 21. (Repealed 4-3-13) 22. Automobile, truck repair shop excluding body shop. 23. Temporary industrialized buildings (reference 5.8). 24. Indoor athletic facilities. 25. (Repealed 5-5-10) 26. Stormwater management facilities shown on an approved final site plan or subdivision plat. 27. Tier I and Tier II personal wireless service facilities (reference 5.1.40). (§ 20-22.2.1, 12-10-80; 6-3-81; 3-5-86; 9-9-92; 5-2-93; 9-14-93; 10-11-95; Ord. 02-18(6), 10-9-02; Ord. 04-18(2), 10-13-04; Ord. 10-18(4), 5-5-10; Ord. 13-18(2), 4-3-13; Ord. 16-18(2), 3-2-16; Ord. 17-18(4), 8-9-17; Ord. 18- 18(1), 1-10-18) 22.2.2 BY SPECIAL USE PERMIT The following uses shall be permitted only by special use permit approved by the board of supervisors: 1. Commercial recreation establishments including but not limited to amusement centers, bowling alleys, pool halls and dance halls. 2. Energy and communications transmission facilities. 3. Hospitals. 4. (Repealed 8-9-17) 5. Veterinary office and hospital (reference 5.1.11). 6. Unless such uses are otherwise provided in this section, uses permitted in section 18.0, residential - R- 15, in compliance with regulations set forth therein. 7. Hotels, motels and inns. 8. Motor vehicle sales and rental in communities and the urban area as designated in the comprehensive plan. 9. Stand alone parking and parking structures (reference 4.12, 5.1.41). 10. (Repealed 3-2-16) WHEREAS, the Charlottesville -Albemarle Society for the Prevention of Cruelty to Animals, Inc. (the "CASPCA") submitted an application for a special use permit to expand the SPCA facility on Tax Map Parcels 04500-00-00-08600 and 04500-00-00-08800 (the "Property) ("SP 2017-22); and WHEREAS, the CASPCA filed a request for the following four special exceptions in conjunction with SP 2017-22: • to modify the requirement of County Code § 18-4.20 that requires a 50 foot side and rear setbacks for structures; • to waive the requirement of County Code § 18-21.7 that prohibits the disturbance of a 20 foot area between commercial and residential districts; • to waive the requirement of County Code § 18-5.1.11(a) that soundproofed air-conditioned confinement structures for an animal shelter use be located at least 500 feet from a residential or agricultural lot line; and • to waive the requirement of County Code § 18-5.1.11(b) that soundproofed confinement structures for an animal shelter use be located at least 200 feet from a residential or agricultural lot line. NOW, THEREFORE, BE IT RESOLVED that, upon consideration of the foregoing, the staff report prepared in conjunction with the application, and its supporting analysis, and all of the factors relevant to the special exceptions in Albemarle County Code §§ 18-5.1, 18-33.5, and 18-33.9, the Albemarle County Board of Supervisors hereby approves the special exceptions to modify the requirement of County Code § 18-4.20 and to waive the requirements of County Code § § 18-21.7, 18-5.1.11(a), and 18-5.1.11(b), subject to the conditions attached hereto. I, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of to , as recorded below, at a regular meeting held on Mr. Dill Mr. Gallaway Ms. Mallek Ms. McKeel Ms. Palmer Mr. Randolph A Nay Clerk, Board of County Supervisors 18-22-3 Zoning Supp. #105, 1-10-18 SP-2017-00022 Charlottesville -Albemarle SPCA (CASPCA) Renovation and Expansion Conditions 1. The installation of perimeter fencing and landscaping to enhance screening shall be the only disturbance permitted within the buffer zones. 2. On Parcel 86, no proposed building addition or new structure shall encroach closer than 40 feet to a side or rear property line, except that any fenced outdoor exercise area shall be at least 20 feet from any residential lot line. 3. On Parcel 88, no proposed structures shall encroach closer than 50 feet to a side or rear property line, except that any fenced outdoor exercise area shall be at least 30 feet from any residential lot line. 4. Prior to the issuance of a building permit, the applicant shall submit information to the satisfaction of the County Engineer and the Zoning Administrator (or their designees) that demonstrate the sound attenuation qualities of the construction materials used in the renovation of the clinic can reasonably meet the fifty-five (55) decibel sound limit in Section 5.1.11(b). ALBEMARLE COUNTY CODE 11. Uses permitted by right, not served by public water, involving water consumption exceeding four hundred (400) gallons per site acre per day. Uses permitted by right, not served by public sewer, involving anticipated discharge of sewage other than domestic wastes. 12. Body shop. 13. Animal shelter (reference 5.1.11). 14. Tier III personal wireless service facilities (reference 5.1.40). 15. Storage/Warehousing/Distribution/Transportation (§ 20-22.2.2, 12-10-80; 1-1-83; 6-1-83; 11-7-84; 6-14-89; 9-9-92; 6-16-99; Ord. 03-18(1), 2-5-03; Ord. 04-18(2), 10-13-04; Ord. 13-18(2), 4-3-13; Ord. 16-18(2), 3-2-16; Ord. 17-18(4), 8-9-17) 22.3 ADDITIONAL REQUIREMENTS In addition to the requirements contained herein, the requirements of section 21.0, commercial districts, generally, shall apply within all C-1 districts. (Amended 3-17-82; 7-10-85) 18-22-4 Zoning Supp. 4105, 1-10-18 `_111O J 0, Q CRAIGW J. KOTARSKI f ic. No, 0402048507 10NAL M !_ 0 0 M U N L� N O Q O > E w 6E l.- W > 3 U aV 3: Qu-o3: U. td L w0 nor, a J U 00 a- J -Ln d p N N C7 W IT z � 41 ltj- �x o Q : _ N N = U > Q c Ln 4 rn N N M 0- 00 J o w �o i- O a U w 0 z O V) w Z Z W W OO O O ck� C4 Q_ a O � W W (A Ul) j W W ck� C4 co Co ti *~ w o Q O O o '- DATE W"i DRAWN BY J. WILSON DESIGNED BY J. WILSON CHECKED BY C. KOTARSKI SCALE U V / UJ J 57 UJ Q W � J QoUJ UJwLL LL O J LU oC > a U) UJ O J U JOB NO. 40204 SHEET NO. R1.0 L