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HomeMy WebLinkAboutSDP201500024 Plan - Approved 2016-02-29E [lull\ i M i CONCEPTS, PC MASTER & SITE PLANNING ENTITLEMENT PROCESSING LANDSCAPE ARCHITECTURE 2046 ROCK QUARRY ROAD, LOUISA, VIRGINIA 23093 APRIL 129 2013 PERFORMANCE STANDARDS: ACSA GENERAL WATER & SEWER CONDITIONS: 1. CALL MISS UTILITY (1- 800 - 552 -7001 PRIOR TO ANY LAND DISTURBING ACTIVITY. UTILITIES SHOWN ON THESE PLANS ARE AVAILABLE TO THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD CONFIRMED. 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. STORMWATER INLET DRAINAGE AREA MAP REPRESENTATION OF DATA MAD EXPLORATORY EXCAVATIONS MAY BE NECESSARY TO CONFIRM THE EXISTENCE OR NON- EXISTENCE OF CERTAIN THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF SHEET 7 UNDERGROUND FEATURES. THE WORK. 2. THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES AND ADJACENT LANDOWNERS AFFECTED BY THE WORK PRIOR TO TO COMMENCING THE WORK AND SCHEDULE I ATTEND ALL REQUIRED PRE - CONSTRUCTION MEETINGS. THE CONTRACTOR SHALL CONFIRM 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHEET 10 THAT ALL BONDS HAVE BEEN POSTED AND PULL ALL PERMITS. THE CONTRACTOR SHALL MAINTAIN THE PERMITS AND AN APPROVED SET OF SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, PHOTOMETRIC PLAN THESE WORKING DRAWINGS AND PROJECT SPECIFICATIONS ON -SITE AT ALL TIMES. ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. THE CONTRACTOR SHALL ENSURE THAT HIS I HER WORK IS PROPERLY COORDINATED WITH THAT OF THE OTHER TRADES ON -SITE. SHEET 14 4. UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE PLANS, THE CONTRACTOR 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER OF THE SHOPPER'S WORLD SHOPPING CENTER. STORMWATER DETENTION AND QUALITY MEASURES ARE PROPOSED SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONDITIONS THAT CONFLICT WITH THE PROPER EXECUTION OF THESE PLANS. THE AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. MANHOLE F-3 :1- ENGINEER SHALL DETERMINE THE NATURE AND DEGREE OF CHANGES NECESSARY AND THE CONTRACTOR SHALL PROVIDE A COST FOR SAID CHANGES. NO CHANGES ARE TO BE MADE WITHOUT THE WRITTEN CONSENT 6F THE ENGINEER. DEGREE / DIRECTION OF SLOPE SD- STORM LINE (EX. / PROP.) 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE SITE WORK IS TO BE LAID -OUT ACCORDING TO THE DIMENSIONS ON THESE PLANS. SCALING OF THE PLANS IS NOT ACCEPTABLE. STORM INLET HP CONTACT ENGINEER IF THERE ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK. BECAUSE ARCHITECTURAL DESIGN MANY TIMES 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1- 800 - 552 - 7001). YARD DRAIN CONTINUES AFTER SITE PLAN APPROVAL, STRUCTURAL INFORMATION REFLECTED ON THESE DRAWINGS MAY NOT REPRESENT FINAL LOW POINT DSo ARCHITECTURAL DIMENSIONS. PRIOR TO STAKEOUT OF ANY STRUCTURES, SURVEYOR AND / OR CONTRACTOR SHALL OBTAIN FINAL PUBLIC AND PRIVATE LANDS. DITCH / SWALE ARCHITECTURAL DRAWINGS AND CONSULT WITH ENGINEER REGARDING EXACT PLACEMENT OF BUILDINGS ON SITE. 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE 6. THE CONTRACTOR SHALL VERIFYALL EXISTING SITE CONDITIONS AND GRADES REPRESENTED ON THESE PLANS TO THE BEST OF TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS GAS VALVE / METER IITIE CONDITIONS ANDCFEOATURES AND NOTIFY VERIFY OF ANY DISCREPANCIES, RRORS MAJOR OMISSIONS IMPROVEMENTS TO EXISTING ABILITY. AND WATER LINES, ETC. OHE PROCEEDING WITH THE WORK. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 7. THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR SITE CONDITIONS, THE SAFETY OF HIS / HER WORKERS AND THOSE UNDERGROUND ELECTRIC (EX. / PROP.) CG -6 ASSISTING HIM / HER WITH SUPPLYING OR EXECUTING THE WORK AND THE SECURITY OF PROPERTY HE I SHE IS STORING ON -SITE. THE CONTRACTOR IS NOT LIABLE FOR THE SAFETY OF THOSE WITHIN tHE BUILDINGS OR WORKING ON THE BUILDINGS, NOR IS HE / SHE 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING POWER POLE RESPONSIBLE FOR SECURING THE PROPERTY OF THE BUILDING CONTRACTOR OR THEIR ASSOCIATED TRADES. HOWEVER CONTRACTOR IS REQUIRED TO MAINTAIN A CLEAN, ORGANIZED AND SAFE SITE, AND IS THE FINAL AUTHORITY AS TO THE L6CATION, A FUTURE EXTENSION OF THE LINE. PLACEMENT OR STORAGE OF ANY AND ALL MATERIALS EQUIPMENT VEHICLES AND TEMPORARY STRUCTURES USED DURING CONSTRUCTION. NEITHER THE OWNER NOR ENGINEEE SHALL BE HELD RESPONSIBLE FOR THEFT, DAMAGE OR INJURY ON -SITE DURING 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. HANDICAP PARKING SYMBOL CONSTRUCTION UNLESS IT IS DUE TO TO THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. LIGHT 8. THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND DEMARCATE THEM CLEARLY PRIOR TO COMMENCING 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING GUY WIRE (TAE. ALSO SHALL INSTALL ALL SEDIMENT AND EROSION CONTROL MEASURES THAT CAN BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER EM= LOGISTICALLY BE ORE GRADING COMMENCES. ACT). 9. DURING THE INSTALLATION OF UTILITIES TO SUPPORT THE PROJECT, THE CONTRACTOR SHALL MAINTAIN SERVICE TO NEIGHBORING PROPERTIES. DAMAGE TO LINES OR INTERRUPTIONS OF SERVICE SHALL BE IMMEDIATELY REPORTED TO THE SERVICE PROVIDER AND ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REPAIR AND RESTORATION OF SERVICE. 10. ALL EXISTING IMPROVEMENTS ADJACENT TO THE PROPERTY, SUCH AS ROADWAYS SHALL BE PROTECTED FROM DAMAGE DUE TO THE EXECUTION OF THE WORK. ALL REPAIR MADE NECESSARY BY THE CONTRACTOR 61t THOSE ASSISTING HIM / HER IN THE EXECUTION OF THE WORK SHALL BE BORNE BY THE CONTRACTOR. 11. USE OF EXPLOSIVES IS EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE, IF PERMITTED THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ENGINEER PRIOR TO STORING OR USING EXPLOSIVES ON -CITE. ALL OTHERS SHARING THE SITE FOR CONSTRUCTION PURPOSES SHALL ALSO BE NOTIFIED. USE OF EXPLOSIVES SHALL BE CAREFULLY COORDINATED WITH ALL OTHERS SHARING THE SITE AS WELL AS VDOT AND ADJACENT OWNERS. 12. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY INCLUDING CONNECTION TO ANY EXISTING ROAD ACCURATELY REFFLEOCBTTTHEEREQUIIREMENTS OF THE PERMIT. WHEERE ANY DIISOCREPANCIVS OCCUR,( THE R�QUIREMEWS OF NbT THE PERMIT SHALL GOVERN. 13. CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART OF THE REQUIRED PRE - CONSTRUCTION CONFERENCE. QUALITATIVE STANDARDS: 1. ALL UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DISPOSITION (DETERMINED BY THE OWNER WHILE THE EARTHWORK ASPECT OF THE SITE WORK IS STILL UNDERWAY. 2. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGEWAY OR DIRECTED TO A STORM SEWERAGE STRUCTURE. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND INASMUCH AS IS POSSIBLE SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO FERTILIZED SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 1:1(HORIZONTAUVERTICAL). WHERE REASONABLY OBTAINABLE LESSER SLOPES OF' A OR BETTER ARE TO BE ACHIEVED. ALL SLOPES GREATER THAN 3:1 SHALL BE MATTED WITH VDOT EC -2 SLOPE STABILIZATION MAT. 5. PAVED, RIP -RAP OR STABILIZATION MAT -LINED DITCHES MAY BE REQUIRED WHEN, IN THE OPINION OF THE COUNTY AGENT, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL PAVING AND DRAINAGE - RELATED MATERIALS AND CONSTRUCTION SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ALL MATERIALS TO BE USED IN STABLIZATION SHALL ALSO BE APPROVED BY ENGINEER. 7. ALL LDHH((LIGHT DUTY)) CONCRETE INCLUDING ALL SIDEWALKS SHALL CONFORM TO MUNICIPAL STANDARDS. IF NONE EXIST, ALL SIDEWALKS SHALL BE SUBGRAIC UNLESS PSI OTHERWISE REINFORCED CONCRETE PAVING SHA MBE PLACED POTIN(4" OF COMPACTED 21A STONE BASE OVER COMPACTED 8. WWM PLACED UPON 6COF COMPACDD INCLUDING 11 TONEDOVER COMPACTED SUBGRA8DEHICK, 4,000 PSI CONCRETE REINFORCED WITH 6" X 6 ", 10 -10 9. ALL LD (LIGHT DUTY) ASPHALT SHALL BE 2" OF SURFACE COURSE PLACED UPON 6" OF COMPACTED 21A STONE OVER COMPACTED SUBGRADE. UNLESS OTHERWISE NOTED, ALL ASPHALT PAVING SHALL BE LIGHT -DUTY. 10. ALL DRIVEWAYS SHALL BE LIGHT DUTY ASPHALT. 11. FOR SPECIFICS REGARDING SPECIALTY PAVING REFER TO DETAILS. 12. ALL CURBING SHALL BE VDOT STANDARD CG -2, UNLESS OTHERWISE NOTED. 13. ALL STORM SEWERAGE SHALL BE INSTALLED IN ACCORDANCE WITH VDOT STANDARDS AND SPECIFICATIONS. ALL REINFORCED CONCRETE PIPE SHALL BE CLASS 3 UNLESS OTHERWISE NOTED. ALL HDPE PIPE SHALL BE HANICOR HI -Q OR EQUAL WNDOT STANDARD PBA BEDDING. ALL PVC CONDUIT SHALL BE SCHEDULE 40. 14. RUNOFF FROM THE SUBJECT SITE WILL CONTINUE TO FLOW TOWARD ROUTE 250 W THROUGH ADJACENT PROPERTIES. STORMWATER DETENTION AND QUALITY MEASURES ARE PROPOSED. 15. ALL REAR ROOF DRAINS ARE TO BE TIED INTO A PROPOSED YARD /ROOF DRAIN SYSTEM. SHEET INDEX SHEET 2 EXISTING CONDITIONS AND DEMOLITION PLAN SHEET 3 LAYOUT PLAN SHEET 4 GRADING PLAN SHEET 5 STORMWATER INLET DRAINAGE AREA MAP SHEET 6 STORM SEWERAGE DETAILS SHEET 7 UTILITY PLAN SHEET 8 UTILITY DETAILS SHEET 9 STORM SEWERAGE AND UTILITY PROFILES SHEET 10 LANDSCAPING, LIGHTING & SIGNING PLAN SHEET 11 PHOTOMETRIC PLAN SHEET 12 PHOTOMETRIC DETAILS SHEET 13 SITE DETAILS SHEET 14 SITE DETAILS THIS PLAN SET IS TO BE USED IN CONJUNCTION WITH THE WPO /EROSION & SEDIMENT CONTROL PLAN DRAWING SET DATED APRIL 12, 2013. THAT PLAN SET DETAILS SPECIFICS REGARDING STORMWATER MANAGEMENT AND EROSION CONTROL DESIGN. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES: 1. PRIOR TO ANY CONSTRUCTION. WITHIN ANY EXISTING_ PUBLIC RIGHT DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. STANDARDS OF (NAG UNE RELATED D MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLP, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. OF ENGINEERING, OR STABILIZATION MAT DESIGNEEE,CIT IS DEEMIED NECESSARY IN INIORDEOPINION TBILIZE A DRAINAGE CHANNEL DIRECTOR 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. INDUSTRY EXCAVATION FOR PART UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION II.I9M),I. \I�� W WATER LINE (EX. / PROP.) SITE-SPECIFIC NOTES: BOUNDARY / RIGHT -OF -WAY LINE WV® WMO WATER VALVE / METER I.F. IRON PIN FOUND FHA-- FIRE HYDRANT I.S. IRON PIN SET YH-& YARD HYDRANT THE SUBJECT SITE IS NOT WITHIN THE 100 -YEAR FLOODPLAIN. IT IS IN ZONE W AS NOTED ON FIRM #51006 - 0230 -B. SETBACK LINE BOA® BLOW -OFF ASSEMBLY RUNOFF FROM THE SUBJECT SITE WILL CONTINUE TO FLOW TOWARD THE MAN -MADE REGIONAL DRAINAGE CHANNEL EASEMENT LIMITS SS SANITARY SEWER LINE (EX. / PROP.) RUNNING PARALLEL TO DOMINION DRIVE OR, TO A LESSER DEGREE, INTO EXISTING STORM SEWERAGE THAT IS PART CENTERLINE COo CLEANOUT OF THE SHOPPER'S WORLD SHOPPING CENTER. STORMWATER DETENTION AND QUALITY MEASURES ARE PROPOSED CONTOUR LINE (EX. / PROP.) MH-- MANHOLE F-3 :1- <-2.50% DEGREE / DIRECTION OF SLOPE SD- STORM LINE (EX. / PROP.) 479.70+ SPOT ELEVATION DI d STORM INLET HP HIGH POINT YD YARD DRAIN LP LOW POINT DSo DOWNSPOUT PUBLIC AND PRIVATE LANDS. DITCH / SWALE G GAS LINE (EX. / PROP.) 116 WATER COURSE GV® GMO GAS VALVE / METER BM+ BENCHMARK OHE OVERHEAD ELECTRIC (EX. / PROP.) CG -2 VDOT STD. HEADER CURB UGE UNDERGROUND ELECTRIC (EX. / PROP.) CG -6 VDOT STD. CURB & GUTTER PPO POWER POLE CG -12 VDOT STD. HANDICAP RAMP POLE HC HANDICAP PARKING SYMBOL LP* LIGHT DIP DUCTILE IRON PIPE GUYd GUY WIRE RCP REINFORCED CONCRETE PIPE EM= ELECTRIC METER CMP CORRUGATED METAL PIPE ❑ TRANSFORMER PVC POLYVINYLCHLORIDE PIPE OHT OVERHEAD COMMUNICATIONS (EX. / PROP.) HDPE HIGH - DENSITY POLYETHYLINE PIPE UGT UNDERGROUND COMMUNICATIONS (EX. d PROP.) VC VITRIFIED CLAY PIPE PED❑ UTILITY PEDESTAL FFE FINISHED FLOOR ELEVATION SWM / DWM o 16b SINGLE / DOUBLE WATER METER TBR TO BE REMOVED VA., DATED OCTOBER 24, 1995. SITE TOPOGRAPHIC DATA PREPARED BY H. AUBREY 10. TBT TO BE TRANSPLANTED GV p4 GATE VALVE TBS TO BE SAVED BOA o BLOW OFF ASSEMBLY PRO CT DATA: SITE-SPECIFIC NOTES: UNITS TOTAL TRIPS 7 DAILY AM /HR PM /HR 1. THE SUBJECT PROPERTY LIES IN THE DEVELOPMENT AREA AND IS NOT WITHIN A RESERVOIR WATERSHED. DEVELOPER: ANVINCE LAND TRUST, LLC., CHARLOTTESVILLE, VA 22901, 434 - 973 -6161, 434 - 973- 0732(F); 59% 41% 8% CONTACT: SUE ALBRECHT 2. THE SUBJECT SITE IS NOT WITHIN THE 100 -YEAR FLOODPLAIN. IT IS IN ZONE W AS NOTED ON FIRM #51006 - 0230 -B. PROPERTY OWNER: SAME AS ABOVE 3. RUNOFF FROM THE SUBJECT SITE WILL CONTINUE TO FLOW TOWARD THE MAN -MADE REGIONAL DRAINAGE CHANNEL 0.84 1.06 NA RUNNING PARALLEL TO DOMINION DRIVE OR, TO A LESSER DEGREE, INTO EXISTING STORM SEWERAGE THAT IS PART TAX MAP / PARCEL #: TAX MAP 61M - 12 - 1E 16.5 OF THE SHOPPER'S WORLD SHOPPING CENTER. STORMWATER DETENTION AND QUALITY MEASURES ARE PROPOSED 7 8 GENERAL OFFICE 710 AS A MANAGEMENT TOOL PRIOR TO RUNOFF ENTERING THE MAN -MADE CHANNEL. PROPERTY ADDRESS: NA-VACANT 88% 12% 17% 83% 4. OFF -SITE RUNOFF FLOWS THROUGH THE SUBJECT SITE WITHIN A MAN -MADE DRAINAGEWAYS ESTABLISHED DURING PROPERTY SIZE: 3.398 ACRES SHOPPING CENTER 820 DEVELOPMENT OF SHOPPER'S WORLD IN THE MID- 1970'S. OFF -SITE RUNOFF IS MINIMAL AND GENERATED FROM BOTH 1.00 3.73 34% 61% PUBLIC AND PRIVATE LANDS. ZONING: PDSC (AMENDED 9 -12 -12 PER ZMA #2011 - 00010); ALSO IN EC + AIA OVERLAY DISTRICTS 4.5 116 3 10 5. THE EXISTING VEGETATION OF THE SUBJECT SITE IS PREDOMINANTLY VOLUNTEER, EARLY SUCCESSIONAL TREE MAGISTERIAL DISTRICT: RIO SPECIES GENERATED SINCE MASS GRADING OF THE PROPERTY IN THE MID- 1970'S. MATURE WOODED AREAS EXIST 48.0 WITHIN A 20' BUFFER ADJACENT TO WILLIAMSBURG ROAD. COMPREHENSIVE PLAN: URBAN AREA - COMMUNITY SERVICE, NEIGHBORHOOD RESIDENTIAL (3 -6 UNITS /ACRE) 6. THE SUBJECT PROPERTY HAS ACCESS EASEMENTS OVER ALL TRAVELWAYS WITHIN SHOPPER'S WORLD SHOPPING DRINKING WATER NA CENTER. WATERSHED: 7. CAR ACCESS IS AVAILABLE FROM ROUTE 29, BERKMAR DRIVE AND DOMINION DRIVE. TRACTOR - TRAILER ACCESS PROFFERS: NA SHALL BE FROM BERKMAR DRIVE. WAIVER / VARIANCE A CRITICAL SLOPE WAIVER WAS APPROVED BY THE BOS ON 9- 12 -12. 8. ALL CURBING TO BE VDOT STANDARDS CG -2 UNLESS OTHERWISE NOTED ON THE PLANS. REQUESTS: 9. ALL SIDEWALKS SHALL BE MIN. 5' -WIDE, 4" THICK, 3,000 PSI, REINFORCED CONCRETE. SURVEY SOURCES: SITE BOUNDARY PREPARED BY ROUDABUSH, GALE AND ASSOC. OF CHARLOTTESVILLE, VA., DATED OCTOBER 24, 1995. SITE TOPOGRAPHIC DATA PREPARED BY H. AUBREY 10. ANY SITE IDENIFICATION SIGNING DESIRED FOR THE DEVELOPMENT SHALL BE SUBMITTED AND FILED SEPARATELY BY HAWKINS AND ASSOC. OF FALMOUTH, VA., AS REFLECTED ON SITE PLAN SUBMITTED BY THE OWNER / DEVELOPER. NORTHSTAR ENGINEERING AND ASSOC. OF WINCHESTER, VA., DATED JUNE 6, 1996. DATA BEYOND SITE LIMITS TAKEN FROM ACSA AND COMMUNITY DEVELOPMENT DEPARTMENT. 11. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS. DATUM: ACSA - BM DATA PROVIDED TO SURVEYOR OF RECORD. 12. MAXIMUM RETAINING WALL HEIGHTS ARE SHOWN ON THE GRADING & STORM SEWERAGE PLAN. BENCHMARK: 466.0 = TOP OF EXISTING DROP INLET AT NE CORNER OF SHOPPER'S WORLD BUILDING. 13. DUMPSTERS ARE PROVIDED ON PADS ALONG THE LOADING / SERVICE FACADE OF THE BUILDING. BREAKDOWN: BUILDING: 35,566 SF 0.82 AC. 24% 14. ALL ROOF DRAINS ARE TO BE TIED INTO THE PROPOSED STORM DRAIN SYSTEM AND PIPED TO THE BIO- FILTER. ROADS / PARKING LOT / SIDEWALK: 72,300 SF 1.66 AC. 49% 15. ALL STRUCTURAL FILL SHALL BE A MINIUM OF 95% COMPACTED BASED ON A STANDARD PROCTOR TEST. PERVIOUS SURFACES: 40,157 SF 0.92 AC. 27% 16. ON -SITE GEOTECHNICAL ENGINEER OF RECORD TO PROVIDE POST INSTALLATION REPORT CERTIFYING BEARING TOTAL: 148,017 SF 3.398 AC. 100% CONDITION AND FOUNDATION PREPARATION. PAVED PARKING & 62,260 SQUARE FEET CIRCULATION AREA: TOTAL BUILDING SF: 44,478 SQUARE FEET (GROUND FLOOR PLUS MEZZANINE)) �j �j j� j�°(� j� �T STANDARDS AND SP]ECIFI CAT( ®1 � S, MAX.BUILDING HEIGHT: 35" VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2002. SETBACKS: BUILDING: 50' FROM ANY RESIDENTIAL DISTRICT VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED 2001. PARKING: 20' FROM ANY RESIDENTIAL DISTRICT 20' UNDISTURBED BUFFER ALONG NORTH AND WEST BOUNDARIES VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992. MAX. NUMBER OF 56 EMPLOYEES: INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 7TH EDITION. PARKING REQUIREMENTS: SEE THE PARKING DATA CHART VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS, DATED 2003. RECREATIONAL AREA: NA ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS REGULATING THE CONSTRUCTION AND EXPANSION OF THE WATER AND SEWER SYSTEMS WITHIN THE COUNTY OF ALBEMARLE, VIRGINIA, LATEST EDITION. PUBLIC DEDICATION: NA INTERNATIONAL CODE COUNCIL AMERICAN NATIONAL STANDARD- ACCESSIBLE & USABLE BUILDINGS AND EASEMENTS: WATER, SEWER AND OTHER EASEMENTS RECORDED IN DEED BOOK REFS. - FACILITIES, DATED 2003. 536/24, 545/631, 545/638, 547/87, 586/512, 769/291 AND 889/478. RETAIL - 2,700 SF 27 SPACES OFFICE - 9,500 SF 48 SPACES WHOLESALE / WAREHOUSE - 8,328 SF 23 SPACES (OPEN TO THE PUBLIC) WHOLESALE / WAREHOUSE - 14,488 SF 8 SPACES (PRIVATE - FOR 8 EMPLOYEES) INDOOR RECREATION - 8,000 SF 64 SPACES TOTAL REQUIRED TOTAL PROVIDED 170 SPACES 176 SPACES FLOOR AREA FOR OFFICE USE IS BASED UPON AN 80% NET -GROSS COMPUTATION. VICINITY MAP ll"= 300' M I/ ' WE MINIMUM- TRIG GENERATION ]ESTIMATES: DESCRIPTION / ITE CODE r ITE VEHICLE TRIP GENERATION RATES WEEKDAY AM PM PASS -BY AM IN AM OUT PM IN I PM OUT UNITS TOTAL TRIPS 7 DAILY AM /HR PM /HR WAREHOUSING 150 4.96 0.57 0.61 59% 41% 8% 92% 17.5 113 13 14 RAQUET / TENNIS CLUB 491 14.03 0.84 1.06 NA NA NA NA 16.5 112 7 8 GENERAL OFFICE 710 11.01 1.55 1.49 88% 12% 17% 83% 6.0 105 15 14 SHOPPING CENTER 820 42.94 1.00 3.73 34% 61% 39% 49% 51% 4.5 116 3 10 TOTALS 71.54 3.69 6.60 48.0 446 38 46 SF FOR EACH USE IS BASED UPON #'S REFLECTED IN 'PARKING DATA' TABLE - THIS SHEET.. REVISIONS SEALS APL ROVAI.eS #1 7 -19 -13 SITE REVIEW COMMENTS #2 12 -17 -13 SITE REVIEW COMMENTS #3 2 -10 -14 SITE REVIEW COMMENTS 9 #4 5 -8 -14 SITE REVIEW COMMENTS Z,TH OF G ��t.i.� �! . 012q /I 1p #5 5 -4 -15 BMP OUTFALL CHANGE j�G, PLANNING /ZONING #6 6 -11 -15 SITE REVIEW COMMENTS ry n an ranklin Lic. No. 35326 ENGINEER .off BUI ING`OFFICIAL 134& k Q��SSjONAL �C,1 ARCHITECTURAL A VIEW ARD H OF G CERT. OF COMPLIANCEE �'� FI OFFICIAL Mar Her 1 CERTIFY THAT THESE FINAL PLANS MEET THE REQUIREMENTS OF Uc. No. 0239 2 %23 //6 THE ALBEMARLE COUNTY ZONING ORDINANCE, THE WATER �j ACSA PROTECTION ORDINANCE, THE SUBDIVISION ORDINANCE, AND THE V001 0 DESIGN STANDARDS MANUAL, AND ARE PREPARED IN (J \ ACCORDANCE WITH THE ENGINEERING EXPEDITED REVIEW FINAL PLANS CHECKLIST.DSCAY VDOT IN SIGNATURE DATE /gym• tl�.^�^ T { 60 11 19040 ► 1'' MASTER & SITE PLANNING ENTITLEMENT PROCESSING LANDSCAPE ARCHITECTURE 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434 - 531 -3600 mkeller @terraconceptspc.corn b H ti 4 ^9 a Aga z 4�LL 0 z � � b H �a W o�NtiTH OF l/ I Alan G. Franklin Lic. No. 35326 ,Z,TH OF I U� f r7 Mark E. Keller r' Cem No. 0239 y U SCALE: 1 " =30' SUBMITED: 4 -12 -13 DRAWN BY: MEIN REVISIONS: 1. 7 -19 -13 SITE REVIEW 2. 12 -17 -13 SITE REVIEW 3. 2 -10 -14 SITE REVIEW 4. 5 -8 -14 SITE REVIEW 5. 5 -4 -15 BMP OUTFALL CHANGE 6. 6 -11 -15 SITE REVIEW 7. 1 -26 -16 ESMT. REFERENCES All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. © TERRA CONCEPTS, P.C. SHEET OF 14 zlzwl)� TERRA CONCEPTS, P.C. . MASTER & SITE PLANNING ENTITLEMENT PROCESSING LANDSCAPE ARCHITECTURE 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434 - 531 -3600 mkeller @terraconceptspc.com H PH PH F U � � a a 4 o�ptiTH OF Alan G. Franklin Ik No. 35326 'ti NNAL 10�v �ALTH OF "G �r o v �r . Mark E. Keller t-1 Cem No. 0239 y U 9 A E A R G�ti SCALE: P =20' SUBMITED: 4 -12 -13 DRAWN BY: MEK REVISIONS: 1. 7 -19 -13 SITE REVIEW 2. 12 -17 -13 SITE REVIEW 3. 2 -10 -14 SITE REVIEW 4. 5 -8 -14 SITE REVIEW 5. 5 -4 -15 BMP OUTFALL CHANGE 6. 6 -11 -15 SITE REVIEW 7. 7 -7 -15 SITE REVIEW 8. 1 -26 -16 ESMT. REFERENCES All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. ® TERRA CONCEPTS, P.C. SHEET NO MASTER & SITE PLANNING ENTITLEMENT PROCESSING LANDSCAPE ARCHITECTURE 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434 - 531 -3600 mkeller @terraconceptspc.com Q � � z > PH PH � � F > 1� 4 a��- W d w H OF G 1pG� I r 61 fy Alan G. Franklin Uc. No. 35326 ��SSIONAL H OF D �c I Mark E. Keller to Cem No. 0239 F' y U c4 pE NRG� SCALE: V =20' SJBMITEO: 4 -12 -13 DRAWN BY: MEK REVISIONS: 1. 7 -19 -13 SITE REVIEW 2. 12 -17 -13 SITE REVIEW 3. 2 -10 -14 SITE REVIEW 4. 5 -8 -14 SITE REVIEW 5. 5 -4 -15 BMP OUTFALL CHANGE 6. 6 -11 -15 SITE REVIEW 7. 7 -7 -15 SITE REVIEW 8. 1 -26 -16 ESMT. REFERENCES All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a thins party without first written authorization of Terra Concepts, P.C. © TERRA CONCEPTS, P.C. SHEET OF 14 Channel Calculator Section D4 Given Input Data: Critical depth .................. Shape ........................... Rectangular Solving for ..................... Depth of Flow Flowrate ........................ 3.2400 cfs Slope ........................... 0.0050 ft/ft Manning's n ..................... 0.0130 Height .......................... 1.0000 ft Bottom width .................... 2.0000 ft Computed Results: Critical depth .................. Depth ........................... 0.4412 ft Velocity ........................ 3.6715 fps Full Flowrate ................... 10.1837 cfs Flow area ....................... 0.8825 ft2 Flow perimeter .................. 2.8825 ft Hydraulic radius ................ 0.3061 ft Top width ....................... 2.0000 ft Area ............................ 2.0000 ft2 Perimeter ....................... 4.0000 ft Percent full .................... 44.1231% Critical Information Critical depth .................. 0.4337 ft Critical slope .................. 0.0053 ft/ft Critical velocity ............... 3.7354 fps- Critical area ................... 0.8674 ft2 Critical perimeter .............. 2.8674 ft Critical hydraulic radius ....... 0.3025 ft Critical top width .............. 2.0000 ft Specific energy ................. 0.6507 ft Minimum energy .................. 0.6505 ft Froude number ................... 0.9745 Flow condition .................. Subcritical I- r '1 TRENCH DRAIN SECTION D3 INLET D RAI NAG E AKLA MAr Channel Calculator Section D3 Given Input Data: Shape ........... Solving for...., Flowrate ........ Slope ............ Manning's n .. Height ........... Bottom width, ............... Rectangular ................ Depth of Flow ................ 6.4200 cfs .............. 0.0050 ft/ft .................. 0.0130 ............... 2.6500 ft ................... 2.0000 ft Computed Results: Depth ................ Velocity ............. Full Flowrate ..... Flow area .......... Flow perimeter.. Hydraulic radius Top width .......... Area.................. Perimeter .......... P n t full .......... 0.7126 ft ........... 4.5048 fps .............. 34.6050 cfs ............. 1.4251 ft2 ................ 3.4251 ft ................ 0.4161 ft ............. 2.0000 ft .......... 5.3000 ft2 ............. 7.3000 ft 268893% erce .................... ..L.. L-16- Critical Information Critical depth .................. 0.6842 ft Critical slope .................. 0.0056 ft/ft Critical velocity ............... 4.6918 fps Critical area ................... 1.3684 ft2 Critical perimeter .............. 3.3684 ft Critical hydraulic radius ....... 0.4062 ft Critical top width .............. 2.0000 ft Specific energy ................. 1.0279 ft Minimum energy .................. 1.0263 ft Froude number ................... 0.9408 Flow condition .................. Subcritical TRENCH DRAIN SECTION D3 niryc r-% = C% I t--% K I -rADI G 1- 1 IL- IIJ 1� v r • ..► •r ..L.. L-16- n = 0.025 for CW n = 0.013 for RCP n = 0.01 for HDPE I Pipe Hydrology Pipe � w o rfo w c �, ,� , s > ;, _� s w v E u v 5 3 vi o LL > w W Kf u ca cj Pipe run: A A6 A5 0.34 0.75 0.255 0.255 5.00 6.67 1.70 1.70 469.60 469.26 68.53 0.012 0.50 15 4.55 3.66 0.3i A5 A4 0.00 0.00 0.000 0.285 5.31 6.56 0.00 1.87 469.16 468.64 104.58 0.012 0.50 15 4.56 3.75 0.46 A4 A3 0.53 015 0.393 0,683 5.78 6.42 2.55 4.38 468.54 467.63 181.93 0.012 0.50 18 7.43 4.65 0.65 A3 A2 0.39 0.75 0.293 0.975 6.43 622 1.82 6.07 467.53 467.38 29.92 0.012 0.50 24 16.02 5.02 0.10 A2 Al 0.00 0.00 0.000 1.020 6.53 620 0.00 6.32 467.28 467,00 56.09 0,012 050 24 15.98 5.08 0.18 Pipe run: B B1 A2 0.09 0.50 0.045 0.045 5.00 6.67 0,30 0.30 470.00 469.00 70.26 0.012 1.42 15 7.71 3.21 0.36 Pipe run: C C1 A5 0106 0.50 00301 0.030 1 5.00 1 6.67 1 0.20 0.20 1 470.39 1 46976 1 63.01 1 0.012 1.00 15 6.46 2.84 0.37 Pipe run: E E1 IX -1 0.14 0.65 0.091 0.091 5.00 6.67 0.61 0.61 460.07 459.00 2577 1 0.012 4.15 15 13,16 5.78 0.07 Pipe run: D (Roof & Truck Dock} D3 02 0.54 0.90 1 0.4861 0.436 1 5.00 6.67 1 3.24 1 3.24 461.57 461.27 43.10 1 0.013 0,50 24 16.00 3.67 0.20 2' Wide Trench Crain 02 D1 0.54 0.90 0.486 0.972 5.20 6,60 3.21 6.42 467.28 467.00 56.09 0.013 0.50 24 15.98 5.08 0.18 MASTER & SITE PLANNING ENTITLEMENT PROCESSING LANDSCAPE ARCHITECTURE 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434 - 531 -3600 mkeller @terraconceptspc.com a� �e a pmi >0 P4 >�e ��w a a F U2 o�NtiTH OF f, j�61 00 ✓y Alan G. Franklin Uc. No. 35326 SSjONAL � TH OF r vo ✓� Mark E. Keller r CerL No. 0239 U �c9 P E A R G�ti SCALE: V =20' SUBMITED: 4 -12 -13 DRAWN BY: MEK REVISIONS: 1. 7 -19 -13 SITE REVIEW 2. 12 -17 -13 SITE REVIEW 3. 2 -10 -14 SITE REVIEW 4. 5 -8 -14 SITE REVIEW 5. 5 -4 -15 BMP OUTFALL CHANGE 6. 6 -11 -15 SITE REVIEW All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. © TERRA CONCEPTS, P.C. SHEET OF 14 6" WIDE x 18" DEEP -� FLUSH CONCRETE CURB BETWEEN PAVER SECTION AND ASPHALT PAVING, TYP. (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANSITAKE OFF) MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4- - 30" FOR CORRUGATED HDPE (ADS N- 121HANCOR DUAL WAIL, ADS4 -MCOR SINGLE WALL), N -12 HP, PVC SEWER (EX: SDR A, PVC DWV (EX: SCH 40), PVC C9001C905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) GRATE OPTIONS LOAD RATING PART# DRAIMNG# PEDESTRIAN MEETS H-20 3099CGP 7001 - 110210 STANDARD MEETS H -20 3099CGS 7001 -110 -221 SOLID COVER MEETS h+20 3099CGC 7001- 110 -222" DOME N/A 3099CGD 7001- 110 -223 PERMEABLE nP R9OCKING CONCRETE PAVER BLOCKS SET ON 2" OF VDOT #8 STONE 4" VDOT #57 STONE 8" VDOT #2 STONE (SWEEP JOINTS WITH VDOT #8'S) GEOTEXTILE PER PAVER MANUFACTURER'S SPECS. PERMEABLE INTERLOCKING CONCRETE PAVER BLOCKS SET ON 2" OF VDOT #8 STONE 4" VDOT #57 STONE 8" VDOT #2 STONE (SWEEP JOINTS WITH VDOT #8'S) GEOTEXTILE PER'PAVER MANUFACTURER'S SPECS. IMF VDOT STD. ICG -2 6" PERFORATED PVC UNDERDRAIN TO CONNECT TO STORM DRAIN 'A' ]B PERMEABLE PAVERS 6 CENTER AISLE SECTION NYLOPLAST 30" DRAIN BASIN: 2830AG _ X h wal pap, (5) ADAPTER MGM VARIABLE 0' -36V ACCORDING TO PLANS 18" MIN WIDTH GUIDELINE go MIN THICKNESS GUIDELINE TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAILING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS, SEE DRAWING NO. 7001 -110 -111 FOR NON TRAFFIC INSTALLATION, THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II MATERIAL AS DEFINED IN ASTM 02321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. [�LTJIil (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (10- MIN. BASED ON MANUFACTURING REQ.) ri `& THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT 1 - GRATESISOLID COVER SHALL BE DUCTILE IRON PER ASTM AMS GRADE 7050-05. MATERIA 4 2 - FRAMES SHAD. BE DUCTILE IRON PER ASTM A5N GRADE 7030-05 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR DATE 1.5-08 RISERS ARE NEEDED FOR BASINS OVER 64" DUE TO SHIPPING RESTRICTIONS. PHN (170) 83Z 2443 1�ylo last' FAX 77) 932,2480 2. 12 -17 -13 SITE REVIEW SEE DRAWING NO.7MI- 110065 www. 0PkW -us,o 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO PROJECT NOJNAME ASTM D3212 FOR CORRUGATED HOPE (ADS N- 12AIMICOR DUAL WALL), 0 N -12 HP, & PVC SEWER (4' -241. an SIZE A 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0' TO 360'. TO DETERMINE MINIMUM I DWG N0. 7051.110,140 REV B ANGLE BETWEEN ADAPTERS SEE DRAWING N0.7001. 110412. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY ESC MATERIAL 3130 VERONA AVE NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30516 OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER OR LICENSE THE USE OF THE DESIGN OR DATE A-344 PHN (770) OZ•2443 lvylo 14 t FAX (770) 9S2 2180 TECHNICAL INFORMATION SHOWN HEREIN REVISED BY MC PROJECT NOXAME VW.nyloplin De.com REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 31 1-16 30 IN DRAM BASIN QUICK SPEC INSTALLATION DETAIL ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BYSPECIFIC WRITTEN - PERMISSION FROM NYLOPI AST. Ca10 N7WRAST IDWOSIZE A SCALE 1:40 SHEET 10F 1 DWG N0. 7001 - 110193 REV D NYLOPLAST TURF TRAFFIC INSTALLATION 12" - 30" DRAIN BASIN FRAME & GRATEISOI ID COVER TOP SOIL MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION 4' MIN ON 12'- 24" 6" MIN ON 30" 12" - 30" INLINE DRAIN 8' MIN THICKNESS GUIDELINE TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE (DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. THE BACKFILL MATERIAL, SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II MATERIAL AS DEFINED IN ASTM D2321, OR AS DETERMINED BY LOCAL STANDARDS & SITE ENGINEER. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 18" MIN WIDTH GUIDELINE BOTTOM FLANGE OF FRAME MUST BE SUPPORTED BY CONCRETE COLLAR 1. GRATESISOLID COVERS SHALL MEET H-20 LOAD RATING FOR 30' PEDESTRIAN & 12' - 30' STANDARD & SOLID THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT DRAWN BY EBC MATERIA 3130 VERONA AVE BUFORD, GA 30510 MEK OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR DATE 1.5-08 1. 7 -19 -13 SITE REVIEW PHN (170) 83Z 2443 1�ylo last' FAX 77) 932,2480 2. 12 -17 -13 SITE REVIEW TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS www. 0PkW -us,o REVISED BY EBC DATE 3.15-10 PROJECT NOJNAME TITLE 12 IN - 30 N DRAM BASIN A INLINE DRAIN TURF TRAFFIC INSTALLATION 0 IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM MOM AST. CM10 NftDMMT an SIZE A SCALE 1:25 SHEET 10F 1 I DWG N0. 7051.110,140 REV B 18" , 24", & 30" DRAIN BASIN FRAME & GRATE (18" STD GRATE SHOWN) PLAN FOR A 6" PERFORATED PVC UNDERDRAIN TO CONNECT TO STORM DRAIN 'E' EXTEND VDOT STD. CG -2 6" TO "LOCK IN UNDERGRAVEL 4` q V °4 ° a .'q a II 4. 4 U A 4 -e FLANGE DOWN DESIGN LOCKS FRAME INTO CONCRETE SUPPORT RING 4 3.25 6" WIDE x 18" DEEP FLUSH CONCRETE CURB BETWEEN PAVER SECTION AND ASPHALT PAVING, TYP. A 1899CG _ 2499CG _ 3099CG _ DD NOT SECTION A - A nnnnnnn APPROX DRAIN AREA = 324.00 SO IN APPROX WEIGHT WITH FRAME = 237.00 LEIS DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY DIMENSIONS ARE IN INCHES GRATE MEETS H -20 LOAD RATING QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70�i0-05 PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. 7001- 110 -022 \�I 1 �I MI''AI DETAILS 1.00 031.87 036.00 1.75 SEE SHEET 5 FOR CONTINUATION OF 15" HDPE / I I PFR AT PIF so 17+75.32 R 5TA. 5TONE� ADER /80 5q BUFFER P3 DI$TUURBANCE 5, Dy 2Q 15-00024 Qe p \ / CO �. ' 1 / / / /SP CIA EXCIEPTI06Y \h` 51A. 10+ UGE ---- -- - / - / --__ UGE 1'5�A. 1 x,42 P2` --------f-------------- ----------------- / / \ \ CO 0 / w 1. / \ f / \ �, / °w /.(3 / f G G� / s s s s s S A W co l.. / 1/ 1,7 / G Gc TRAN5. CO c EX. AC5A 5.5. M FOR TIE -IN RIM 465.43 INV. IN 458.53 (8" PVC) / C-/ / / I / t: l / / INV. OUT 458.23 (8" PVC) APPROX. LOCATION 1 5 UTILITY EASEMENT / a� D.B. 58G, P. 52 1, PLAT 531 / CAUTION: P05515LE BURIED ELECTRIC LINE LOCATED IN TH I5 AREA / / :.�` '•.::'. APPROX. LOCATION 1 5 AND 2 1' UTILITY CO EASEMENT co D.B. 58G, P. 52 1 , PLAT 531 A. Y co APPROX. LOCATION I O' VEPCO EASEMENT D.B. 56 I , P. 81 , PLAT 83 \ / co FLARED END 5ECTION I INV. OUT 449.50 ,....:I ,... LI I ' TRANSITION TO EX. CHANNEL \ CLA55 I RIP RAP APRON ON FILTER FABRIC 1 ii I 1 2' MIN. THICKNE55 OF RIP RAP x DRAINAGE EASEMENT ,A I ) I D.B. 12GO, P. 501 , 502 PLAT I I J /X I / EX. AC5A 5.5. MH RIM 458.44 I TRANS. 1 i III � 6C0 I / 1 I I I I I I I I I I EXI5TING CONCRETE HEADWALL IN CHANNEL AND I/ I I II 27" RCP INV. 444.09 / I I fH WALL I I I 0 10' 20' 40' 80' I I I fn I 11) cl SUPPLEMENTAL VlEWPORT 15" HDPE PIPE CONTINUATION IAkl MASTER & SITE PLANNING ENTITLEMENT PROCESSING LANDSCAPE ARCHITECTURE 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434 - 531 -3600 mkeller @terraconceptspc.com a w� h tiTH OF Alan G. Franklin Uc. No. 35326 'ti, -tQNAL O tiTH OF r .moo ter. Mark E. Keller r" CerL No. 0239 F" r4 , 11.P E A R G�ti SCALE: I " =2®' SUBMITED: 4 -I2 -13 DRAWN BY: MEK REVISIONS: 1. 7 -19 -13 SITE REVIEW 2. 12 -17 -13 SITE REVIEW 3. 2 -10 -14 SITE REVIEW 4. 5 -8 -14 SITE REVIEW 0 6. 6 -11 -15 SITE REVIEW 7. 7 -7 -15 SITE REVIEW 8. 1 -26 -16 ESMT. REFERENCES 4 a 4 4" ei - 4 a - SECTION A - A nnnnnnn APPROX DRAIN AREA = 324.00 SO IN APPROX WEIGHT WITH FRAME = 237.00 LEIS DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY DIMENSIONS ARE IN INCHES GRATE MEETS H -20 LOAD RATING QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70�i0-05 PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. 7001- 110 -022 \�I 1 �I MI''AI DETAILS 1.00 031.87 036.00 1.75 SEE SHEET 5 FOR CONTINUATION OF 15" HDPE / I I PFR AT PIF so 17+75.32 R 5TA. 5TONE� ADER /80 5q BUFFER P3 DI$TUURBANCE 5, Dy 2Q 15-00024 Qe p \ / CO �. ' 1 / / / /SP CIA EXCIEPTI06Y \h` 51A. 10+ UGE ---- -- - / - / --__ UGE 1'5�A. 1 x,42 P2` --------f-------------- ----------------- / / \ \ CO 0 / w 1. / \ f / \ �, / °w /.(3 / f G G� / s s s s s S A W co l.. / 1/ 1,7 / G Gc TRAN5. CO c EX. AC5A 5.5. M FOR TIE -IN RIM 465.43 INV. IN 458.53 (8" PVC) / C-/ / / I / t: l / / INV. OUT 458.23 (8" PVC) APPROX. LOCATION 1 5 UTILITY EASEMENT / a� D.B. 58G, P. 52 1, PLAT 531 / CAUTION: P05515LE BURIED ELECTRIC LINE LOCATED IN TH I5 AREA / / :.�` '•.::'. APPROX. LOCATION 1 5 AND 2 1' UTILITY CO EASEMENT co D.B. 58G, P. 52 1 , PLAT 531 A. Y co APPROX. LOCATION I O' VEPCO EASEMENT D.B. 56 I , P. 81 , PLAT 83 \ / co FLARED END 5ECTION I INV. OUT 449.50 ,....:I ,... LI I ' TRANSITION TO EX. CHANNEL \ CLA55 I RIP RAP APRON ON FILTER FABRIC 1 ii I 1 2' MIN. THICKNE55 OF RIP RAP x DRAINAGE EASEMENT ,A I ) I D.B. 12GO, P. 501 , 502 PLAT I I J /X I / EX. AC5A 5.5. MH RIM 458.44 I TRANS. 1 i III � 6C0 I / 1 I I I I I I I I I I EXI5TING CONCRETE HEADWALL IN CHANNEL AND I/ I I II 27" RCP INV. 444.09 / I I fH WALL I I I 0 10' 20' 40' 80' I I I fn I 11) cl SUPPLEMENTAL VlEWPORT 15" HDPE PIPE CONTINUATION IAkl MASTER & SITE PLANNING ENTITLEMENT PROCESSING LANDSCAPE ARCHITECTURE 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434 - 531 -3600 mkeller @terraconceptspc.com a w� h tiTH OF Alan G. Franklin Uc. No. 35326 'ti, -tQNAL O tiTH OF r .moo ter. Mark E. Keller r" CerL No. 0239 F" r4 , 11.P E A R G�ti SCALE: I " =2®' SUBMITED: 4 -I2 -13 DRAWN BY: MEK REVISIONS: 1. 7 -19 -13 SITE REVIEW 2. 12 -17 -13 SITE REVIEW 3. 2 -10 -14 SITE REVIEW 4. 5 -8 -14 SITE REVIEW 5. 5 -4 -15 BMP OUTFALL CHANGE 6. 6 -11 -15 SITE REVIEW 7. 7 -7 -15 SITE REVIEW 8. 1 -26 -16 ESMT. REFERENCES All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. C TERRA CONCEPTS, P.C. SHEET o MASTER & SITE PLANNING ENTITLEMENT PROCESSING LANDSCAPE ARCHITECTURE 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434 - 531 -3600 mkeller @terraconceptspc.com a pml PH o� �4 W � � a �d H OF Gf�c v� r� Alan G. Franklin Uc. No. 35326 .e�o�� SSIONAL � H OF G Mark E. Keller ro Cert. No. 0239 U �C, 4 P E NV, G�ti SCALE: 1 " =20' SUBMITED: 4 -12 -13 DRAWN BY: MEK REVISIONS: 1. 7 -19 -13 SITE REVIEW 2. 12 -17 -13 SITE REVIEW 3. 2 -10 -14 SITE REVIEW 4. 5 -8 -14 SITE REVIEW 5. 5 -4 -15 BMP OUTFALL CHANGE 6. 6 -11 -15 SITE REVIEW 7. 7 -7 -15 SITE REVIEW 8. 1 -26 -16 ESMT. REFERENCES All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. © TERRA CONCEPTS, P.C. SHEET OF 14 2 45° FIG. W -3 M L TD -14 2 45° MAX D I' PLUG I 2 l I I I 7 1 1 FOR ALL BENDS FOR TEE OR WYE FITTINGS Do WIDEN TRENCH TO ACCOMMODATE ANCHOR IF 450 REQUIRED. 10 MIN NG AS r IIRED I P PLUG 45° MIN T SECTION 1 -1 SECTION 2 -2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. OR APPROVED EQUAL THE LOCAL STANDARD. KEEP FREE OF CONCRETE. BEND COUPLING OR APPROVED EQUAL 1" TYPE "K" L H T L H T NOT CONTAIN ROCK MATERIAL 6 MIN 2' TO 10' THE FIRE HYDRANT ( INCLUDING DITCHES) 90 2.50 2.50 3.01 0.24 "MIN RESIDENTIAL SERVICE WHERE AN LARGER THAN 6" IN ANY 2.FOR DUCTILE IRON PIPE THE (270) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE 4" & 6" ( 45 2.00 2.25 2.60 0,15 2.00 2.25 2.50 0.15 1) SADDLES SHALL BE USED ON PVC PIPE. 221/2 1.50 2.00 2.52 0.10 FINISHED GRADE III- III = 111,;,111,;,111 IIIII ;,III ;III ;,III III= , ! -I -I I 111/4 1.50 2.00 2.50 0,10 NO. H -15068 Q 1/2',2-) BALL FORD NO. L02-44 ) VALVE I 90 3.66 3.16 3.21 0,48 COPPERSETTER (PLACED ON STONE) OR APPROVED EQUAL OUTLET) •I I1 I McDONALD 20 -209 WWDD 33 OR 45 2.66 2.66 2.77 0.26 - METER o0 4'4" 5" 8" 221/2 1.66 2.16 2.69 0,13 3.16 2.91 2.66 0.32 111/4 1.66 2.16 2.67 0,13 a 90 4.83 3.83 3.42 0,83 ° CHANNEL TO BE 10" & 12" 45 3.33 3.58 2.95 0..43 3.83 4.00 2.83 0.52 221/2 2.33 2.58 2.86 0,.24 SEWER. a . 4 a, a 11 1/4 1.83 1 2.33 2.84 0A8 4 [� 12" A FILLETED INVERT FOR A SMOOTH 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 FOR VERIFYING THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE T]H[R�JS�C BLOCKS SECTION GOOD FOUNDATION MATERIAL • STABLE SOIL INITIAL BACKFILL ROCKY FOUNDATION MATERIAL • 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 ROCK DDING TONE UNDER -CUT CONDITION J 24-MIN INITIAL BACKFILL 24 "MIN UNSTABLE 8" 8" 1, 8" 8" SOIL MIR, MI #68 STONE - _ 7 - #68 STONE ,z::::!2 TABLE .• STABLE SOIL OR ROCK STABLE SOIL OR ROCK 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 E� PIPE INSTALLATION & BEDDING 8 DETAIL 12' U -002 N.T.S. FIG. W -2 TD -13 U -012 N.T.S. FIG. S -I -B TD -2 ;ONC. BASE -I SLOPED TO FLOW VEL 1/4": V MIN -do� BRANCH NOTE: ALL CONNECTIONS TO EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION "BOOT FLEXIBLE CONNECTION " INSTALLED WITH STAINLESS STEEL OUTLET BAND TY]P. MANHOLE ]PLAN SHOWING BRANCH[ CIE -IN DETAIL ® PLAN VIEW U -006 N.T.S. PLACE F GALV. " WITNESS" POST PAINTED BLUE TO INDICATE VALVE LOCATION AS o DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE -,, 0 I I ADJUSTABLE VALVE BOX W/ LID I I BINGHAM & TAYLOR FIG. NO. 4905 U (SCREW TYPE) OR APPROVED EQUAL Z_ 2 Z CV (o Ch I M.J. GATE VALVE 39N�� W-11 1111 Id 2500 P.S.I. CONCRETE d 2'x 2' BEARING AREA THRUST BLOCK a a. d ° d a v NOTE: IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE � J DETAIL _ CERTIFICATION OF 959 COMPACTION REQUIRE GALVANIZED STE W12 X 14 (MIN. 3' MIN, PENETRATION IN SOIL , OR AS APPROVEI SERVICE AUTHORITY, SIDE VIEW 4' MINIMUM uM 5' TYPICAL THRUST ]FLOCK IN FILL AREA DETAIL FIG. W -5 TD -18 U -003 N.T.S. U -032 N.T.S. FIG. W -7B TD -22 4 a a a a. a . a' as ' . . a a d e ° 6" MIN.1, 17.5" ° 4 CZ L 60" 36" 16 d " 4 . 4' 17.5" a - 00 a. °. Z a a ° r. CO Z WINGNUT LOCKING ASSEMBLY N Q BYPASS NOTES: NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4 ". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8 ". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. -� TYPICAL MERCER VAULT (129) METER) DETAIL IZE BRANCH ALVE THE SF DATER MAIN ER MAIN VALVE TL --- T RODS WITH MINOUS PAINT) WADICQ PVC SLE THRUST VALVE E M.J. FIT- (TYPE "B ") ON -LINE DEAD END (TYPE "A ') TYPICAL ]SLOW -OBE ASSEMBLY U -017 N.T.S. FIG. W -8 TD -16 M.J. PLUG THREADED FOR COUPLING PVC NIPPLE AND CAP OR BRASS NIPPLE AND CAP; LUBRICATE ALL THREADS METER BOX (SEE FIG. W -7) NO. 57 STONE 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS .TAIL D E � N.T.S. TD -17 8 "MIN (6" LIFTS) A 4" BEDDING OF NO. 68 STONE DITCH. EMBEDMENT * THOROUGHLY COMPACTED SHALL BE PROVIDED. r . r. 6" GATE 5. FIRE HYDRANTS SHALL BE INSTALLED AT BY HAND OR APPROVED 36°MIN SPRING LINE • 4,.� � VALVE LOCATIONS WHERE WEEP HOLES ARE ABOVE MECHANICAL TAMPER 3.WHERE ROCK IS ENCOUNTERED �� r ��� " 8"X 6" THE PREVAILING GROUNDWATER ELEVATION. IF OF PIPE TEE REQUIRED TO BE IN WET AREAS, THE WEEP HAUNCHING PIPE SHALL BE INSTALLED ON A I I I a'. HOLES SHALL BE PLUGGED AND THE HYDRANT NO. 68 STONE MINIMUM 6" BEDDING OF NO. 68 2500 P.S.I. CONCRETE ; a .,.� , SHALL BE PUMPED DRY. BEDDING 16" MAX BASE AND THRUST 4" MIN STONE. BLOCK AGAINST UNDISTURBED STABLE FOUNDAT11ON (SHALL BE SOIL. STEEL PILE REQUIRED WHEN SOIL 3/4" THREADED ROIDS TO CONDITIONS ARE UNSTABLE WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS. (ALL PIPE) THE AL LOCATED VE TO THE HYDRA NT RODS SHALL BE G WITH 2 -3/4" GALVANIZED THREADED RODS IN ADDITION TO POURING OR ASPHALT COATED 1 1 �) �T CONCRETE. IF NECESSARY, A STEEL PILE TYPICAL SEWER JPI E INSTALLATION V SHALL BE USED AS ADDITIONAL SUPPORT IN TRENCH[ TYPICAL FIRE HYDRANT ASSEMBLY SECTION . � DETAIL N.T.S. T.S. 1" COMPRESSION x 314" MALE PIPE COUPLING OR APPROVED EQUAL ❑ O " TYPE "K" SOFT COPPER FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. 1 "x1 "x1" TEE ❑ Qp NOTE: v DETAIL NOTES: CLOW: MEDALLION NOTE: HYDRANT MUST BE FIG. WA 1.OPEN CUTS IN PAVED AREAS KENNEDY: GUARDIAN (K -81 A) EQUIPPED WITH CHARLOTTES- NOTES: FIG. S -1 -A DUAL SERVICE TD -1 WITHIN EXISTING VDOT RIGHT- M &H: MODEL 129 VILLE THREADS WHICH IS 1. SURROUND WEEP HOLES WITH GRAVEL AND 1" COMPRESSION x 3/4" MALE PIPE OR APPROVED EQUAL THE LOCAL STANDARD. KEEP FREE OF CONCRETE. COUPLING OR APPROVED EQUAL 1" TYPE "K" OF -WAY SHALL BE BACKFILLED Q SOFT COPPER I REMAINING BACKFILL SHALL ENTIRELY WITH NO. 21A STONE. LENGTH OF BRANCH VARIES 2. MAINTAIN A T MIN. COVER FROM THE MAIN TO NOT CONTAIN ROCK MATERIAL 6 MIN 2' TO 10' THE FIRE HYDRANT ( INCLUDING DITCHES) FOR USE ON DETACHED SINGLE FAMILY 36 "MIN RESIDENTIAL SERVICE WHERE AN LARGER THAN 6" IN ANY 2.FOR DUCTILE IRON PIPE THE (270) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE IRRIGATION METER IS NOT PROVIDED. R DIMENSION BOTTOM OF THE TRENCH SHALL FIRE HYDRANT AND VALVE BOX. VALVE BO SINGLE SERVICE RUBBER COATED STEEL 24 "MIN NOTE: 7 CU. FT. 18° BE SCRAPED AND COMPACTED, GRAVEL ( 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR 1) SADDLES SHALL BE USED ON PVC PIPE. ° INTIAL BACKFILL* AND ALL STONES REMOVED OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE 8 "MIN (6" LIFTS) A 4" BEDDING OF NO. 68 STONE DITCH. EMBEDMENT * THOROUGHLY COMPACTED SHALL BE PROVIDED. r . r. 6" GATE 5. FIRE HYDRANTS SHALL BE INSTALLED AT BY HAND OR APPROVED 36°MIN SPRING LINE • 4,.� � VALVE LOCATIONS WHERE WEEP HOLES ARE ABOVE MECHANICAL TAMPER 3.WHERE ROCK IS ENCOUNTERED �� r ��� " 8"X 6" THE PREVAILING GROUNDWATER ELEVATION. IF OF PIPE TEE REQUIRED TO BE IN WET AREAS, THE WEEP HAUNCHING PIPE SHALL BE INSTALLED ON A I I I a'. HOLES SHALL BE PLUGGED AND THE HYDRANT NO. 68 STONE MINIMUM 6" BEDDING OF NO. 68 2500 P.S.I. CONCRETE ; a .,.� , SHALL BE PUMPED DRY. BEDDING 16" MAX BASE AND THRUST 4" MIN STONE. BLOCK AGAINST UNDISTURBED STABLE FOUNDAT11ON (SHALL BE SOIL. STEEL PILE REQUIRED WHEN SOIL 3/4" THREADED ROIDS TO CONDITIONS ARE UNSTABLE WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS. (ALL PIPE) THE AL LOCATED VE TO THE HYDRA NT RODS SHALL BE G WITH 2 -3/4" GALVANIZED THREADED RODS IN ADDITION TO POURING OR ASPHALT COATED 1 1 �) �T CONCRETE. IF NECESSARY, A STEEL PILE TYPICAL SEWER JPI E INSTALLATION V SHALL BE USED AS ADDITIONAL SUPPORT IN TRENCH[ TYPICAL FIRE HYDRANT ASSEMBLY SECTION . � DETAIL N.T.S. T.S. 1" COMPRESSION x 314" MALE PIPE COUPLING OR APPROVED EQUAL ❑ O " TYPE "K" SOFT COPPER FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. 1 "x1 "x1" TEE ❑ Qp NOTE: v DETAIL NO SWEATED FITTINGS FIG. S -1 -A DUAL SERVICE TD -1 SLOPED AREA - -�� 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL 1" TYPE "K" SOFT COPPER I ❑ Qp FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. R SINGLE SERVICE RUBBER COATED STEEL NOTE: d 1) SADDLES SHALL BE USED ON PVC PIPE. ° CAST IRON LID EQUAL CAST IN PLACE FINISHED GRADE III- III = 111,;,111,;,111 IIIII ;,III ;III ;,III III= , ! -I -I I 10 " -15" I- BROOKS 2200 SERIES BOX WITH I I (= EXTENSION OR APPROVED EQUAL 1/4 BEND COUPLING (IF REQUIRED) MUELLER NO. H -15069 1 ") LOCKWING I I - IN UNPAVED AREAS NO. H -15068 Q 1/2',2-) BALL FORD NO. L02-44 ) VALVE I _ NO. _66 1/2 ") �11 ") (INLET & ! - �i i 4 III NO. L02 -77 2 COPPERSETTER (PLACED ON STONE) OR APPROVED EQUAL OUTLET) •I I1 I McDONALD 20 -209 WWDD 33 OR 36" MIN. 'Ed I I I� II APPROVED EQUAL � I- "0 d �.: 8PAI'o63 0 o Qo� e - METER o0 4'4" 5" 4" STONE) BRICK AS CORPORATION STOP (1 ", 1 1/2',2') BEDDING NECESSARY MUELLER NO. H -15000 FORD NO. F -600, OR APPROVED EQUAL TYPICAL SERVICE LATERAL INSTALLATION FRAME & COVER U-010 DETAIL N.T.S. FIG. S -1 -A TD -1 FRAME & COVER (SEE FIG. S- I -D,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA - -�� 1' -0" MAX "WEDG -LOK" TYPE RUBBER COATED STEEL a d STEPS OR APPROVED ° EQUAL CAST IN PLACE T -0" MIN. PRECAST REINFORCED CONCRETE SECTIONS MIN. "0" RING SEALS 4 112- 6" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 61- 4'4" 5" FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETE a VARIES DEPTH OF FLOW FILLETS ° CHANNEL TO BE 3/4 DIAMETER OF CONTRIBUTING -- =i-- SEWER. a . 4 a, a ° 4 [� 12" A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING W/ NO. 68 STONE NOTES: 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[ CIE -IN SECTION - u N.T.S. (4) 1' (25nM) DIA HOLES ON 32 3/4' C8341MM) DIA BOLT C[RCLE. 2' (51nn) LETTERS O CRECESSED FLUSH) 13/16' East Jordan Iron C20MM7 Works 00104316 SPw` I q�r C2) CLOSED PICKHOLES 1 3/16' T� [30MM7 t 0 ° S E W r (2) CORED PICKBARS 1 3/16' 1 1/8' (29nn) DIA BOSS 22' DIA 130MM7 L559MM7 5 5/8' 21' DIA [142MM71 C533MM7I 1 3/16' 20 13/16' C528MM7 [30MM] 1/4' (6nM) DIA 2 112' 19' DIA NEOPRENE GASKET C64MM7 C485MM] 22 3/4' DIA I 112' 18 3/8' f C578MM7 I C13MM] [46 M] 28 13/16' DIA 20' 1732MM7 [508MM1 FRAME SECTION O.D. OF GASKET GROOVE SECTION TYPICAL MANHOLE FRAME & COVER DETAIL u N.T.S. N.T.S. CONCEPTS, P.C. MASTER & SITE PLANNING ENTITLEMENT PROCESSING LANDSCAPE ARCHITECTURE 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434 - 531 -3600 mkeller @terraconceptspc.com 1� Q P, x PH W U � � a � a b ��p,LTH OF Alan G. Franklin Lic. No. 35326 kYQVAL V� J,TH Op r Mark E. Keller r' CerL No. 0239 U ,I� mow. �c4 PE A R G�ti SCALE: AS SHOWN SUBMI'TED: 4 -I2 -I3 DRAWN BY: MEIN REVISIONS: 1. 7 -19 -13 SITE REVIEW 2. 12 -17 -13 SITE REVIEW 3. 2 -10 -14 SITE REVIEW 4. 5 -8 -14 SITE REVIEW 5. 5 -4 -15 BMP OUTFALL CHANGE 6. 6 -11 -15 SITE REVIEW All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third parry without first written authorization of Terra Concepts, P.C. © TERRA CONCEPTS, P.C. 470 1 460 1 450 , I I ^ t� .-morn —1 x(000 ' NCO MEIN =+(vjajtl�f- Lq 1. 7 -19 -13 SITE REVIEW SEPARWATION 0U')0 d o0 �0d�(0 REQUIRED, TYP. SD 0 +d^'� SD 12 "MN. s SD SD SD f- -OAF -. SEPARATION O ZS , 0 REQUIRED,TYP. ZZ? , , I f-¢�0 Oocn -- - - - - -- -- 0 D4 P3 D1 D2 , o c� I I ! I O ' - PROPOSED Z I LF OF 15" vj > J J EXISTING GRADE "-I w ° t[�h ° t00 z j > Z Z C3 W Z o 0 —OOM I• ��RC~OCOO p +�r��r ��Nr-CO Vo+o�v ZW I ; _ C6 � LL w j J/ U H vo +�;> zOW�z ti Co W +'IT a�� J pZQ� -W,z Z PROPOSEpGRADE ! w ¢Cn Z O J a 18" MIN. SEPARATION UZ<- Z CV d <IYd W co ! I co 0- REQUIRE6, TYP. F- j IX Q i W =� J W LATER/1L re n 2.500° TO OO 480 0 > — - ao 4 > W x O H 6" PVC PR1VA' in - DC7 = - H ao (n ! co co io L @ 2.50% 10 +00 WATERLINE 'A' PROFILE SCALE: 1 " =20' H; 1"=5'V �•1 470 �•1 11+00 12 +00 1 J +UU 470 �•1 • 10 +00 11+00 c *uu 1 .. .,., STORM 'A' PROFILE SCALE: 1"=20'H; 1 " =5' V 470 45C 10 +00 STORM 'D' PROFILE SCALE: 1"=20'H; 1 " =5' V 11 +UU I L�-VV 0 470 0 460 0 450 /11SS FX1 all '1 • .70 •( �•1 470 SD A7 B1 1 :.1 450 ;000coco OOOCoN e ic�°o mF-t�oo ^ t� .-morn —1 x(000 ' NCO MEIN =+(vjajtl�f- Lq 1. 7 -19 -13 SITE REVIEW ! 0U')0 d o0 �0d�(0 (0 (0 �� SD 0 +d^'� SD D��ZZj Y'r- Z+ SD SD SD f- -OAF -. fn(nW O ZS 0 (n(nof ZZ? ¢?0 f-¢�0 Oocn 0 D4 P3 D1 D2 D3 o c� - ! I O ' - PROPOSED PROPOSED I LF OF 15" vj Z H I I EXISTING GRADE GRADE w ° t[�h ° t00 z j ZOOS - LO _LID C3 W Z o 0 —OOM WOE W +v ��RC~OCOO p +�r��r ��Nr-CO Vo+o�v O I j J/ 1 ! vo +�;> zOW�z ti Co W +'IT a�� �QZ� pZQ� -W,z PROPOSEpGRADE ! 18" MIN. SEPARATION UZ<- <IYj0 d <IYd O ~O � z w z¢c~n �QO I EXISTING RADE I REQUIRE6, TYP. I j i W =� I 48 U LATER/1L re n 2.500° TO LDG 480 0 > — - ao 4 > 110.00 LF O 6" PVC PR1VA' E S.S. V — - U ! I 5 LF " PRIVATE F 6 PVC PR S.S. LATE L @ 2.50% > — -� ( N CV PROPOSED GRADE Z Z !? 1 I I 5 LF OF 24 HDPE @ 2% MIN. EXISTING GRADE i I ECTAI ' STUBBED NTO END 'OF I i----- �- I U ZO ORIFICE W/ 'RASH co CHANNELIDRAIN i _ _ —� -- -- I - - -- - - -- - - - -- — F— 47 t I Z J D I O j _ Z m 470; w T18 I IETE CHANNEL DRAIN @ 0.509% I _ ! - - - -- — — — — ---- - LO — PROVIDE I 12" SEPAROJION FROM TOP OF 46C WIDE CONC 24 °± 55 LF OF 24" WATERLINE AND BOTTOM OF CONCRETE CHANNEL ! -- SEPARATION J H _ PE @ 1.35% f 4E W ! I ! i 46.90 LF OF 15" i HDPE @ 1.00/° i 45C I - 3 LF OF 15 470 45C 10 +00 STORM 'D' PROFILE SCALE: 1"=20'H; 1 " =5' V 11 +UU I L�-VV 0 470 0 460 0 450 /11SS FX1 all '1 • .70 •( �•1 470 SD A7 B1 1 :.1 450 ;000coco OOOCoN e ic�°o mF-t�oo ^ t� .-morn —1 x(000 ' NCO MEIN =+(vjajtl�f- Lq 1. 7 -19 -13 SITE REVIEW ! 0U')0 d o0 �0d�(0 (0 (0 �� SD 0 +d^'� SD D��ZZj Y'r- Z+ 9mc -o SD f- -OAF -. fn(nW O ZS 0 (n(nof ZZ? ¢?0 f-¢�0 Oocn 0 ZZ P3 0� > > - ! I O ' - PROPOSED PROPOSED GRADE LF OF 15" vj Z H I I EXISTING GRADE GRADE i (2 (~n z j _ LO EXISTING GRADE W O 10 +00 10 +60 STORM'B' PROFILE SCALE: 1"=20'H; 1 " =5' V SS Z1 �•1 470 10 +00 11 +00 PRIVATE SANITARY LATERAL 'Z' PROFILE SCALE: 1"=20'H; 1 " =5' V e ic�°o mF-t�oo ^ t� .-morn —1 C) MEIN J N Lq 1. 7 -19 -13 SITE REVIEW ! 2. 12 -17 -13 SITE REVIEW d o0 C) -,q Oo �� SD m +vv SD ��gzzf- Y'r- Z+ 9mc -o SD (~n j ZS (n(nof ZZ? ¢?0 f-¢�0 Oocn P2 I P3 EXISTING GRADE POO Z ! I O ' Z PROPOSED GRAD GRADI�A LF OF 15" vj Z H I I EXISTING GRADE i (2 (~n z j _ LO EXISTING GRADE W O J/ 1 ! 000000 N(o(oCO +ddd' ti Co W +'IT O ! �O� ! 18" MIN. SEPARATION j <IYj0 d <IYd ! i24 �QO I "t SEPARATION REQUIRE6, TYP. I j i I 0 zZ LATER/1L re n 2.500° TO LDG 480 0 > — - ao 4 > 110.00 LF O 6" PVC PR1VA' E S.S. I 5 LF " PRIVATE F 6 PVC PR S.S. LATE L @ 2.50% > — -� i PROPOSED GRADE Z Z !? EXISTING GRADE i I ECTAI I ! I U ZO ORIFICE W/ 'RASH co I N Zc W F— @ INVERT 466.50 t I Z J D I O j _ Z m 470; w W L _ ! - - - -- — — — — ---- - LO — U 46C 10 +00 11 +00 PRIVATE SANITARY LATERAL 'Z' PROFILE SCALE: 1"=20'H; 1 " =5' V 10 +00 STORM 'P' PROFILE SCALE: 1"=20'H; 1 " =5' V 11 +UU I LTVV C�iL�1�J JGULAR RACK M �'1 • J 470 460 SD A� SD C1 �orn(o(oCO � O(oI�N e ic�°o mF-t�oo ^ t� .-morn —1 C) MEIN _ +NOOiO 1. 7 -19 -13 SITE REVIEW a(ol(i0 2. 12 -17 -13 SITE REVIEW d o0 C) -,q t- (o (o to -- �r� 4. 5 -8 -14 SITE REVIEW SD m +vv SD ��gzzf- I SD (~n j ZS (n(nof ZZ? f-¢�0 Oocn P2 I P3 EXISTING GRADE POO Z ! I Z PROPOSED GRADI�A LF OF 15" 1 H I I EXISTING GRADE Tim. ���� 'SYM�- V0� _ LO EX. 48" PIPE W O J/ 1 ! 000000 N(o(oCO +ddd' ti Co W +'IT O ! �O� i <IYj0 d <IYd `r �QO I I I i 0 zZ re n om 480 0 > I - ao 4 > > — > — i PROPOSED GRADE !? EXISTING GRADE i 13" W x 6" H ECTAI ! I ORIFICE W/ 'RASH @ INVERT 466.50 ! I _ 470; _ - - - -- — — — — ---- - - - - -- — 46C _ -- f 46.90 LF OF 15" i HDPE @ 1.00/° i 45C - 3 LF OF 15 I I I HDPE ,8.43 @ 3.33% \—VDOT EC- 1 RIP I 44C RAP--GUT-LET , ! j PROTECT ON - . % . ,,,, -I 12-1-nn I 1 d-J-M I , I 10 +00 STORM 'P' PROFILE SCALE: 1"=20'H; 1 " =5' V 11 +UU I LTVV C�iL�1�J JGULAR RACK M �'1 • J 470 460 SD A� SD C1 �orn(o(oCO � O(oI�N e ic�°o mF-t�oo ^ t� .-morn —1 C) MEIN _ +NOOiO 1. 7 -19 -13 SITE REVIEW a(ol(i0 2. 12 -17 -13 SITE REVIEW d o0 C) -,q t- (o (o to -- �r� 4. 5 -8 -14 SITE REVIEW 60 m +vv rl- t*- ��gzzf- I COP) (~n j ZS (n(nof ZZ? f-¢�0 Oocn 0 I EXISTING GRADE > Z ! I Z PROPOSED GRADI�A LF OF 15" 1 H I I EXISTING GRADE EX. 48" PIPE J/ 1 ! ! I ! I 10 +00 10 +60 STORM 'C' PROFILE SCALE: 1"=20'H; 1 " =5' V 470 46C 460 450 11 +UU �SD� SD IFXI F1 �OO^ e ic�°o mF-t�oo ^ t� t` t` DRAWN BY: MEIN QONcoZq 1. 7 -19 -13 SITE REVIEW 2. 12 -17 -13 SITE REVIEW d o0 mod d 4. 5 -8 -14 SITE REVIEW 5. 5 -4 -15 BMP OUTFALL CHANGE 6. 6 -11 -15 SITE REVIEW Z j O (~n j ZS PROPOSED G D EXISTING GRADE ! 25.7 LF OF 15" I I H I I PE @ 4.15% - EX. 48" PIPE 10 +00 10 +40 STORM 'E PROFILE SCALE: 1"=20'H; 1 " =5' V 1 •1 1' 1 � 1 � iv TERRA CONCEPTS, P.C. MASTER & SITE PLANNING ENTITLEMENT PROCESSING LANDSCAPE ARCHITECTURE 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434 - 531 -3600 mkeller @terraconceptspc.com �a b e P4 PH ;moo � 4 W � 2 W cra ,t,TH OF vo � Alan G. Franklin Uc. No. 35326 SIONAL O�r-,,I,TH OF r Mark E. Keller r Cert. No. 0239 V �c� P E A R G�ti SCALE: P =2®' SUBMITED: 4 -12 -13 DRAWN BY: MEIN REVISIONS: 1. 7 -19 -13 SITE REVIEW 2. 12 -17 -13 SITE REVIEW 3. 2 -10 -14 SITE REVIEW 4. 5 -8 -14 SITE REVIEW 5. 5 -4 -15 BMP OUTFALL CHANGE 6. 6 -11 -15 SITE REVIEW All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. 0 TERRA CONCEPTS, P.C. ]PLAINT LIST KEY QTY. BOTANICAL NAME COMMON NAME SIZE CANOPY GENERAL PLANTINGS TAXODIUM DISTICHUM BALD CYPRESS 1.5 "- 1.75" B &B 237 SF J A 18 ZELCOVA SERRATA'VILLAGE GREEN' ZELCOVA'VILLAGE GREEN' 2.5" B &B 8,136 SF B 6 CRATAEGUS VIRIDIS'WINTER KING' WINTER KING HAWTHORNE 2.5" B &B 1,104 SF C 12 CORNUS KOUSA " KOUSA DOGWOOD 6' -7' B &B 1,536 SF D 9 NANDINA DOMESTICA NANDINA #3 CONT. E 8 FOTHERGILLA GARDENII'BLUE SHADOW' BLUE SHADOW FOTHERGILLA #3 CONT. F 554 LIRIOPE MUSCARI ' ROYAL PURPLE' ROYAL PURPLE LIRIOPE #1 CONT. G 200 HYPERICUM CALYCINUM ST. JOHNSWORT #1 CONT. Z 3 PINUS STROBUS WHITE PINE 6' -7' 354 SF BIO- DETENTION BASIN PLANTINGS H 5 BETULA NIGRA' HERITAGE' HERITAGE RIVER BIRCH 1.5 "- 1.75" B &B 1,985 SF 1 3 TAXODIUM DISTICHUM BALD CYPRESS 1.5 "- 1.75" B &B 237 SF J 3 PLATANUS OCCIDENTALIS SYCAMORE 1.5 "- 1.75" B &B 3,759 SF K 11 CORNUS SERICEA RED -TWIG DOGWOOD #3 CONT. L 12 CORNUS STOLONIFERA'FLAVIRAMEA' YELLOW -TWIG DOGWOOD #3 CONT. M 8 ARON IA ARBUTI FOLIA RED CHOKEBERRY #3 CONT. SOD SHALL BE TALL FESCUE BLEND FROM CERTIFIED SOURCE. SOD TO BE STAPLED TO GRADE IN AND AROUND BIO- DETENTION BASIN. GENERAL LANDSCAPE NOTES 1, A 20' WIDE CONTINUOUS BUFFER EXISTS CONTIGUOUS WITH THE NORTHERN AND WESTERN PROPERTY LIMITS. NO DISTURBANCE OF ANY KIND IS PERMITTED IN THIS AREA. ALL EXISTING TREES SHALL BE PRESERVED TO SERVE AS A SCREEN BETWEEN THE DEVELOPING SECTION OF THE SUBJECT SITE AND ADJACENT RESIDENTIAL PROPERTIES. 2. A 6' -HIGH, SOLID, OPAQUE FENCE SHALL BE CONSTRUCTED ALONG THE LIMITS OF THE 20' BUFFER TO FURTHER AID IN SCREENING THE DEVELOPING SECTION OF THE SUBJECT SITE. 3. ALL PARKING AREAS SHALL BE ADEQUATELY SCREENED FROM PUBLIC ROADWAYS AND ADJACENT RESIDENTIAL ZONES BY PRESERVED EXISTING VEGETATION, PROPOSED OPAQUE FENCING, PROPOSED RETAINING WALLS AND /OR EXISTING AND PROPOSED BUILDINGS. 4. THE SERVICE AREA OF THE PROPOSED DEVELOPMENT IS ALMOST ENTIRELY SCREENED FROM VIEW BY THE LARGE SHOPPING CENTER BUILDING AND OTHER ADJACENT COMMERCIAL STRUCTURES. A 6' -HIGH MASONRY SCREEN WALL AND ORNAMENTAL TREE PLANTINGS ARES PROPOSED AT THE SOUTHEAST CORNER OF THE PROPOSED BUILDING TO PROVIDE ADDITIONAL SCREENING. 5. THE PROPERTY DOES NOT HAVE PUBLIC OR PRIVATE STREET FRONTAGE, THEREFORE NO STREET TREE PLANTINGS ARE PROPOSED. 6. A TOTAL OF 180 PARKING SPACES ARE PROPOSED. THEREFORE A MINIMUM OF 18 LARGE SHADE TREES ARE REQUIRED AS PART OF THE INTERIOR LANDSCAPING. 18 LARGE SHADE TREES, 6 SMALL SHADE TREES AND 12 ORNAMENTAL TREES ARE PROPOSED, WHICH ARE DIRECTLY ASSOCIATED WITH THE PAVED PARKING & VEHICULAR CIRCULATION AREAS OF THE SITE. 7. TOTAL AREA OF PAVED PARKING & VEHICULAR CIRCULATION IMPROVEMENTS IS 62,260 SQUARE FEET. THIS AREA DOES NOT INCLUDE SIDEWALK SQUARE FOOTAGE. 5% INTERIOR LANDSCAPE REQUIREMENT = 3,113 SF. LANDSCAPE AREA PROVIDED IN PARKING LOT ISLANDS, TREE BAYS AND IMMEDIATE PERIMETER AREA = 4,580 SF. 1. IN AREAS SCHEDULED FOR NEW LANDSCAPE INSTALLATIONS WHERE PRIOR GRADING LIST SPECIFICATIONS. THE LANDSCAPE ARCHITECT MAY AT HIS /HER DISCRETION AND ONLY ACTIVITIES HAVE NOT RESULTED IN CLEARING AND GRUBING OF EXISTING VEGETATION, THE UNDER UNIQUE CIRCUMSTANACES WILL ACCEPT SUBSTITUTIONS UPON WRITTEN NOTICE BY CONTRACTOR SHALL CLEAR AND GRUB ALL WEEDS, DEAD PLANTS, TREES, 1 "- CALIPER OR THE LANDSCAPE CONTRACTOR STATING THE REASONS FOR WHICH THE SUBSTITUTION LESS AND ALL OTHER PLANT MATERIAL, SAVE AND EXCEPT THOSE SPECIMENS OR SHOULD BE CONSIDERED AND GRANTED. GROUPINGS SPECIFICALLY SELECTED IN THE FIELD BY THE LANDSCAPE ARCHITECT FOR 2. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLANS AND PLANT ILIST AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY AND ANY PLANT SUBSTITUTIONS OR CHANGES MUST BE SUBMITTED IN WRITTING FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO ORDERING. 3. PRIOR TO ORDERING AND INSTALLATION A PRE - CONSTRUCTION MEETING SHALL BE HELD BETWEEN THE LANDSCAPE ARCHITECT, OWNER AND LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO SCHEDULE MEETING. 4. STABLIZATION MAT SHALL BE APPLIED TO ALL SLOPES EXCEEDING 3:1. ANY PLANTINGS ON STABILIZIED SLOPES SHALL BE CUT INTO MATTING OR OTHERWISE INSTALILED IN A MANNER THAT DOES NOT COMPROMISE THE INTEGRITY OF THE SLOPE. 5. ALL SPECIES SPECIFIED GREATER THAN ONE (1) IN QUANTITY SHALL BE ORDERED FROM A SINGLE SOURCE UNLESS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT. 6. CONTACT LANDSCAPE ARCHITECT AT THE TIME THE PLANT MATERIAL IS DELIVERED TO THE SITE TO SCHEDULE AN INSPECTION. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY, AS WELL AS AFTER INITIAL PLACEMENT OF PRIOR TO INSTALLATION. ALL INSTALLATIONS TO OCCUR FOLLOWING FINAL GRADING OF SITE. IF SCHEDULE PLANT QUANTITIES REQUIRE MULITPLE DELIVERIES, CONTRACTOR SHALL ARRANGE TO HAVE SIMILIAR GROUPINGS, AREAS DELIVERED AT THE SAME TIME IN ORDER THAT PLACEMENT AND INSTALLATION OF DESIGN CAN OCCUR TOGETHER. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF SCHEDULE AT LEAST 2 WEEKS IN ADVANCE. 7. AFTER INITIAL PLACEMENT OF PLANT MATERIAL BY THE CONTRACTOR THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REEVALUATE AND ADJUST, IF NECESSARY. 8. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING, BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) OF PLANTING AREAS & LAWNS UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE LANDSCAPE ARCHITECT AND THE OWNER. CONTRACTOR TO PRUNE ALL PLANT MATERIAL PRIOR TO SUBSTANTIAL COMPLETION IN A FASHION THAT RESEMBLES EACH SPECIES NATURAL SHAPE UNLESS OTHERWISE NOTED ON THE PLANS. 9. THE LANDSCAPE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE (1) YEAR BEGINNING AT THE DATE OF SUBSTANTIAL COMPLETION. THE LANDSCAPE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE OR AT THE END OF THE GUARANTEE PERIOD (AS DIRECTED BY THE OWNER). THE LANDSCAPE ARCHITECT WILL APPROVE THE STAKED LOCATION OF ALL PLANT MATERIAL PRIOR TO INSTALLATION. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE & REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, SIZE AND MEETING ALL PLANT 10. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION. ANY BARE ROOT STOCK SHALL BE SOAKED IN LIQUID ROOT STIMULUS SOLUTION FOR ONE -HALF HOUR AT DOUBLE STRENGTH AND GENTLY PRUNED PRIOR TO PLANTING TO ENCOURAGE NEW ROOT 11. STANDARDS SET FORTH IN'AMERICAN STANDARDS FOR NURSERY STOCK' REPRESENT GUIDELINE SPECIFICATIONS AND CONSTITUTE MINIMUM QUALITY REQUIREMENTS OF THE PLANT MATERIAL FOR THIS PROJECT. 12. SOD AND SEED SHALL BE A TALL FESCUE BLEND. NOTIFY LANDSCAPE ARCHITECT OF MIXTURE PRIOR TO ORDERING FOR APPROVAL. 13. MULCH SHALL BE PLACED IN PLANTERS, PLANTING BEDS AND AROUND ALL INDIVIDUAL PLANTS NOT LOCATED IN PLANTING BEDS. MULCH SHALL BE DOUBLE SHREDDED DAR HARDWOOD AND APPLIED 2- INCHES (2 ") IN DEPTH BY THE LANDSCAPE CONTRACTOR UNLESS OTHERWISE NOTED ON THE DRAWINGS. MULCH RINGS AROUND INDIVIDUAL TREES SHALL BE A MINIMUM OF 36- INCHES (36 ") IN DIAMETER. 14. THE LANDSCAPE CONTRACTOR SHALL CLEAR ADN GRUB ALL WEEDS, DEAD TREES, TREES 1 -INCH (1 ") CALIPER OR LESS AND OTHER SELECTED UP TO 6 -INCH (6 ") CALIPER AS DETERMINED IN THE FIELD BY THE LANDSCAPE ARCHITECT IN THE TREE SAVE /PRESERVATION AREAS INDICATED ON THE DRAWINGS. 2 -3 INCHES OF THE SPECIFIED MULCH SHALL BE SPREAD OVER THE ENTIRE CLEARED AREA OR TO THE LIMITS DESIGNATED BY THE LANDSCAPE ARCHITECT IN THE FIELD SO THAT A "NATURAL AND UNDISTURBED" CHARACTER IS REESTABLISHED. LANDSCAPE CONTRACTOR SHALL NOTIFY AND VERIFY SCOPE OF WORK WITH THE LANDSCAPE ARCHITECT PRIOR TO START OF CLEAN AND MULCH WORK. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS FROM CLEAN -UP EFFORTS FROM THE SITE. 15. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE 16. INSTALLATION OF ALL TREES SHALL BE DONE AT THE APPROPRIATE TIME SUITABLE FOR THE SPECIFIC SPECIES. CONTRACTOR TO DETERMINE EXACTLY WHEN THIS SHALL BE DONE. 17. IRRIGATION DESIGN AND IMPLEMENTATION SHALL BE AT THE OWNER'S REQUEST. ANY CONTROL BOXES SHALL BE PLACED DISCREETLY AND OUT OF GENERAL SIGHT OF THE PUBLIC. CONTRACTOR TO DISCUSS POSSIBLE LOCATIONS WITH LANDSCAPE ARCHITECT PRIOR TO DESIGN AND INSTALLATION. TREE CANOPY CALCULATION REQUIREMENT CALCULATION Acres Total Site Acreage 3.40 minus SITE REVIEW Farmland Credit 0.00 Recreational Credit 0.00 Open Space Credit 0.00 Public Land Credit 0.00 School Recreational Areas Credit 0.00 Open Space Amenity Credit 0.00 Preservation Credit (20' Buffer) 0.00 Agent Approved Credit 0.00 Basis for Canopy 3.40 Basis for Canopy 3.40 Tree Canopy Requirement X10% Total Canopy Area Required 0.34 CANOPY PROVIDED Acres See Plant List (Total 17,111 SF) 0.39 NOTE: No canopy credit applied for proposed shrubs or existing vegetation. Ili l Is? - I/) I . I I 5M."0 11 .� N 1 l WWTA INl���\ REQUIREMENT - Ten Plants per 1,000 SF of Basin Area of Basin 4,120 SF divided by 1,000 SF Equals 4.12 times 10 plants per 1,000 SF Equals # Plants Required (41.2) 42 @ ratio of 1 tree per 3 shrubs Equals # Trees 11 Equals # Shrubs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�f_, w 2�� W Dal 0) lom i MASTER & SITE PLANNING ENTITLEMENT PROCESSING LANDSCAPE ARCHITECTURE 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434 - 531 -3600 mkeller @terraconceptspc.com PH PH�z Q a �C o PH CIO � a w� w a O�'�LTH OF G VO Alan G. Franklin Uc. No. 35326 'I�.SIONAL �G� 11TH OF G 1pG> I Mark E. Keller r" Cart No. 0239 E" y U C'4PE ARG� SCALE: 1 " =20' SUBMITED: 4 -12 -13 IBIZA BY: MEK REVISIONS: 1. 7 -19 -13 SITE REVIEW 2. 12 -17 -13 SITE REVIEW 3. 2 -10 -14 SITE REVIEW 4. 5 -8 -14 SITE REVIEW 5. 5 -4 -15 BMP OUTFALL CHANGE 6. 6 -11 -15 SITE REVIEW 7. 7 -7 -15 SITE REVIEW All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, Including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. © TERRA CONCEPTS, P.C. LUMINAIRE SCHEDULE xx 1 � f. Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts ® 12 LITHONIA DSX1 DSX1 LED WITH 2 LIGHT ONE 142.5 -WATT LED, DOWN POS. DSX1 LED 2 Absolute 1.00 142.5 20.0 B LED 2 30B700/40K ENGINES, 700mA AIMED 30B700 F 533.4 • 12.5 FT MVOLT HS DRIVER, 4000K LEDS, 0.0 _40K T MV OL4 HS. G 483.9 269.3 12.6 HOUSE SIDE SHIELDS, 0.0 - - 4 B -C 307.7 275.8 TYPE FT OPTICS 20.0 ies 0.0 5 B -C LITHONIA OLW14 OUTDOOR LED ONE 26.3 -WATT LED, OLW14 w_FC Absolute 1.00 26.3 0.0 D 3 w /FCOS WALLPACK. SPECULAR AIMED DOWN POS. OS. 'le s 20.0 90.0 0.0 7 LIGHT SHIELD ON 529.3 169.1 20.0 20.0 180.0 0.0 FRONT OF FIXTURE. LED D 338.3 169.2 20.0 20.0 180.0 TEMP 60.8C 9 D 178.6 168.8 G 24 Lightway CLPC -21- LED U 30W 4 T6 CEILING MOUNT LED LED PLPC.IES 3450 1.00 30 116.5 325.9 WSA 4100K 20.0 117.1 0.0 11 B F 4 LIGHTWAY BDFW- FORMED WHITE 16 -LED A U 21 W ACRYLIC DIFFUSER LED MERW616.IES • 2450 1.00 21 0.0 12 P2 WSA ENCLOSED IN FORMED 391.6 20.0 20,0 180.2 B -C 2 LITHONIA DSX1 DSX1 LED WITH 2 LIGHT LED 2 30B700 /40K ENGINES, 700mA ONE 142.5 -WATT LED, AIMED DOWN POS. DSX1 LED _2_ Absolute DSX1 1.00 142.5 20.0 20.0 FT MVOLT HS DRIVER, 4000K LEDS, 14 _40K F T MVOLT_HS. 405.8 392.6 20.0 COLUMN MOUNT HOUSE SIDE SHIELDS, 0.0 15 B 504.0 393.6 with MAST ARM TYPE FT OPTICS 180.0 ies 16 B 576.2 mount 20.0 20.0 251.0 0,0 17 H 4 DSXPG LED 20C 350 40K ASY DSXPG PARKING GARAGE FIXTURE WITH LED DSXPG LED Absolute 1.00 25 0.0 18 MVOLT 2 LIGHT ENGINES, 211.7 20C_350 40K- 20.0 254.2 0.0 19 350mA DRIVER, 4000K 222.9 ASY_MVOLT,i 20.0 20.0 0.0, 0.0 LEDs, ASY OPTIC. B es 290.9 20.0 K 36 Gotham ICO 40135 ICO 4000K 3500 LUMENS 6AR 70 120 70 DEGREE BEAM LED ICO 40_35_6A Absolute 1.00 57 485.9 286.7 20.0 20.0 0.0 R- 70_120.ies 22 ® L 2 DSXW2 LED 30C 700 40K TFTM DSXW2 LED WITH 3 LIGHT ENGINES, 30 LED DSXW2 LED Absolute 1.00 71 23 K MVOLT LED's, 700mA DRIVER, 12.5 TFT 700 OL_r TFTM_MVOLT. 0.0 0.0 24 K 4000K LED, TYPE 269.1 12.5 20.0 0.0 0.0 25 FORWARD THROW 509.4 ies 12.5 20.0 0.0 0.0 MEDIUM OPTIC K 501.4 269.1 i LUMINAIRE LOCATIONS xx 1 � f. No. Label x Location Y Z MH Orientation Tilt 1 L 165.5 224.7 20.0 20.0 -90.0 0.0 2 K 533.4 269,1 12.5 20.0 0.0 0.0 3 G 483.9 269.3 12.6 19.0 0.0 0.0 4 B -C 307.7 275.8 20.0 20.0 0.0 0.0 5 B -C 399.0 276.4 20.0 20.0 0.0 0.0 6 L 541.4 220.8 20.0 20.0 90.0 0.0 7 D 529.3 169.1 20.0 20.0 180.0 0.0 8 D 338.3 169.2 20.0 20.0 180.0 0.0 9 D 178.6 168.8 20.0 20.0 1,80.0 0.0 10 B 116.5 325.9 20.0 20.0 117.1 0.0 11 B 144.5 381.9 20.0 20.0 117.4 0.0 12 B 226.5 391.6 20.0 20,0 180.2 0.0 13 B 306.6 392.8 20.0 20.0 180.0 0.0 14 B 405.8 392.6 20.0 20.0 180.0 0.0 15 B 504.0 393.6 20.0 20.0 180.0 0.0 16 B 576.2 350.8 20.0 20.0 251.0 0,0 17 B 595.1 280.8 20.0 20.0 253.0 0.0 18 8 615.1 211.7 20.0 20.0 254.2 0.0 19 B 222.9 288.6 20.0 20.0 0.0, 0.0 20 B 355.2 290.9 20.0 20.0 0.0 0.0 21 B 485.9 286.7 20.0 20.0 0.0 0.0 22 G 475.9 269.3 12.6 19.0 0.0 0.0 23 K 5 25.4 269.1 12.5 20.0 0.0 0.0 24 K 517.4 269.1 12.5 20.0 0.0 0.0 25 K 509.4 269.1 12.5 20.0 0.0 0.0 26 K 501.4 269.1 12.5 20.0 0.0 0.0 27 K 493.4 269.1 12.5 20.0 0.0 0.0 28 G 460.9 269.3 12.6 19.0 0.0 0.0 29 G 452.9 269.3 12.6 19.0 0.0 0.0 30 G 437.9 269.3 12.6 19.0 0.0 0.0 31 G 429.9 269.3 12.6 19.0 0.0 0.0, 32 G 414.9 269.3 12.6 19.0 0.0 , 0.0 33 G 406.9 269.3 12.6 19.0 0.0 0.0 34 G 391.9 269.3 12.6 19.0 0.0 0.0 35 G 383.9 269.3 12.6 19.0' 0.0 0.0 36 G 368.9 269.3 12.6 19.0 0.0 0.0 37 G 360.9 269.3 12.6 19.0 0.0 0.0 38 G 345.9 269.3 12.6 19.0 0.0 0.0 39 G 337.9 269.3 12.6 19.0 0.0 0.0 40 G 322.9 269.3 12.6 19.0 0.0 0.0 411 G 314.9 269.3 128 19.0 0.0 0.0 42 G 299.9 269.3 12.6 19.0 0.0 0.0 43 G 291.9 269.3 12.6 19.0 0.0 0.0 44 G 276.9 269.3, 12.6 19.0 0.0 0.0 _ 45 G 268.9 269.3 12.6 19.0 0.0 0.0 46 G 253.9 269.3 12.6 19.0 0.0 0.0 47 G 245.9 269.3 12.6 19.0 0.0 0.0 48 G 230.9 269.3 12.6 19,0 0.0 '0.0 49 G 222.9 269.3 ' 12.6 19.0 0.0 0.0 50 K 210.6 269.1 12.5 20.0 0.0 0.0 51 K 202.6 269.1 12.5 20.0 0.0 0.0 52 K 194.6 269.1 12.5 20.0 0.0 0.0 53 K 186.6 269.1" 12.5 20.0 0.0 0.0 54 K 178.6 269.1 12.5 20.0 0.0 0.0 55 K 170.6 269.1' 12.5 20.0 0.0 0.0 56 - . K 483.9 269.3 27,6 ' 19.0 0.0 0.0 57 K 475.9 269.3 27.6 19.0 0.0 0.0 58 K 460.9 269.3 27 .6 1 .0 9 0.0 0.0 59 K 452.9 269.3 27.6 19.0 010 0.0 60 K 437.9 269.3 27.6 19.0 0.0 0.0 61 K 429.9 269.3 27.6 19.0 0.0 0.0 62 K 4 14 9 69. 2 3 27.6 19.0 0 0 0.0 63 K 406.9 269.3 27.6 19.0 0.0 0.0 64 K 391.9 269.3 27.6 19.0 0.0 0.0 65 K 383,9 269.3 27.6 19.0 0.0 0.0 66 K 368.9 269.3 27.6 19.0 0.0 0.0 67 K 360.9 269.3 27.6 19.0 0.0 '` 0.0 68 K 345.9 269.3 27.6 19.0 0.0 0.0 69 K 337.9 269.3 27.6 19.0 0.0 0.0 70 K 322.9 269.3 27.6 19.0 0.0 0.0 71 K 314.9 269.3 27.6 19.0 0.0 0.0 72 K 299.9 269.3 27,6 19.0 0.0 0.0 73 K 291.9 269.3 27.6 19.0 0.0 0.0 74 K 276.9 269.3 27.6 19.0 0.0 0.0 75 K 268.9 269.3 27.6 19.0 0.0 0.0 76 K 253.9 269.3 27.6 19.0 0.0 0.0 77 K 245.9 269.3 27.6 19.0 0.0 0.0 78 K 230.9 269.3 27.6 19.0 0.0 0.0 79 K 222.9 269.3 27.6 19.0 0.0 0.0 80 H 252.2 163.1 24.0 24.0 0.0 0.0 81 H 268.5 163.1 24.0 24.0 0.0 0.0 82 H 436.9 163.1 24.0 24.0 0.0 0.0 83 H 453.3 163.1 24.0 24.0 0.0 0.0 84 F 167.3 258.1 7.0 7.0 -90.0 0.0 85 F 167.0 246.5 7.0 7.0 -90.0 0.0 86 F 540.9 258.4 7.0 7.0 90.0 0.0 87 F 540.5 246.6 - 7.0 7.0 90.0 0.0 STATISTICS xx 1 � f. Description Symbol Avg Max Min Max/Min Avg /Min GROUND UNDER OUTSIDE CANOPY + .11.3 fc 21.2 fc 9.0 fc 2,4:1 1.3:1 Property Line + 0.1 fc 0.5 fc 0.0 fc N/A N / A Site -I-- 3.2 fc 27.2 fc 0.1 fe 272.01:1 32.0:1 UPPER LEVEL UNDER CANOPY X 19.4 fc 28.4 fc 8.9 fc 3.2:9 2.2:1 WALKWAY UNDER OFFICE OVERHANG .•f• 26.4 fc 32.0 fc 14.7 fc 221 1,8:1 WALKWAY UNDER + OFFICE OVERHANG(Copy) 26.2 fc 32.2 fc 17.4 fc 1.9:•1 1.5:1 9. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,1000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL AND RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE -HALF FOOTCANDLE. r:. a 1 E �, >¢ a • �# , '«�+.. wry .::y �N1•° °; r' ?� ,� cS 8 =or a.1 'o.fi `` i�:' 0. o </. `a.1 a �° a.00.D A. & . ,ty •.. wy, t r' r #.. 6 � � r :rv. �tx �;.:sn;s,, ads. ���-=- :.�.:� >,�;::>>s.�����.,»,u`.��� ''' � d ?t ` f t. � 7ir :. >,...s + ,� " "� �..» •.,•rte „rr,.�,�w•.d'°s::�.^,H«. -"„:. „_,w ,. -. i,� � :� „� r �t� : ia.a ,�. �^-, °; '�"f;� """,. �' 3.">`°",° 1: '8"' >','- J".2" "- .,{3;`7"°•�3,�° 05� -�«> ,:��'2"">">= Q"„4'":R_ Q.`� �'q"�'Y'g�� \ �" Yv .A # .# 5 ,. -ti sR,:: " q: 3.0 '2'_5 €2 a 2.4 i `2I? ` _? :ii 1 1.8.. �1j`7r. �+# .d €17 i 8 �$ >.('> i - r` M1s;Y sr• � .'X i t` • 0 z �, '� .�+�,,ry- �t �`t$ Stx f a� f -a aY `, -�n1rc L- 7.M�i«""' ;:: ,..,,,;s,. }'.:.«.. ''3.4,' X3.3 ­2' �rZ. i 3 ':4 3.t. Z.d 1.6 1,5 2.2 3.0� 3.3 +28 fi y6 r2.8a *2,2 +2.2- '2;4 ,�28 3,3 3.3 2,9 2.3 ,.,1.& �1.7_M Z V 2.6 3,.1 i jf. a, J, _f 2,5 3.31 3.Q; x25 2Ck,•. 1.7 '1,9 Y2.2 22 2.2 2.3: `i.9_ 1.5 +1.8 X2.1 r2.1 I - �i ell ak. z; '' [ y2.2 '27 'i.3 2.9 �2= 1.71.3 -1.5 i�1.7 9.6; X16 1 1:1.3 2 1.3 . -1.4 +1.3 s:: ] M Y•• I •: M: ��'n !'. rv•wN, - - fi' { s�::,;:,:• it 5 r � ' i F d 'l' f' `k r. h•. :> Jy� 16.0 ty /0' g1� p"" t ;:y} ^,".••,r. , -.,� -- �,»,.: � cif �„.,"`,::3 tl xx 1 � f. � C �•"3 i at W f ,sr ° f ;, KJr'.^r �,r � ♦ 3 ♦t �.+ o:a o: 0.0 +t3.OW O t} 1;JIl O.t3 4.g O,C „0 + f 0 . t30< 7 t 0 4 - t � E'-`:J �"�� 9 -..`` >:A,,,��'W,,,,, "i ".�V�+a,'•'r ?w�4'. t%„' -.� «,,, dF a'I .:, .-, �' •y.•�}�W °s; p"" t ;:y} ^,".••,r. , -.,� -- �,»,.: � cif �„.,"`,::3 tl xx 1 � j t 3 i ° f ;, I *jb iK' OV1 , ?p n5� Q. � x•13:1 t • A.= ���:�fi'; ,; 1.6 • r` v v n r .. .. r % .. _. .., ,., �. -... ,, sv,w.+ a.•,ww,•wra,.,« su „,w .w.s'4 .•rs.n,w.x,+aw •+v wmurw« = +u+rr„ «, wsu.+w, -wd . - �w.,... rv»+ t+> �'"" s`<„' e±,. •�,,c�`�ea!te4^'.:M „"^J`1 -. -. -, . 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'-"" •.>, i r 3 € # 3 Y 3e ^a gp. �` c� J"" ,Ye' � «+•`^" ,-«" i �,•,y� s i i ,•,°"'. s i i 3 j\ # Y i f• '� ;- ' '� rF ,r ..f vz,, f; .- .,--,. ,_.,_.. „„,,,,•. ... ��--„' �f„' es. erner.'! nr.. arax..';." ^= v.z.- 'a:- <:'- ,ro-.- 't:s_.x.'^fi sec.- z »N.: >a�ew>:a�4 »zi^«�ax- w.znRC�. t•xz- .}'- �xz:,�;�:v.:' -^�,. -.. s- .''""'- �.:�s>-rzv,x��:'~x�': =.f +` i "'•`�, y ' -„ r 'i 'L 0 30' 60' 120' MASTER & SITE PLANNING ENTITLEMENT PROCESSING LANDSCAPE ARCHITECTURE 204-6 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434 - 531 -3600 mkeUcr@terraconceptspc.com Pnq� a O W o W �4 PH o��tiTH OF Alan G. Franklin Lic. No. 35326 O A 'f SNNAL �� OF Mark E. Keller r Cem No. 0239 V �c4 P E PV, G�ti SCALE: 1 " =30' SUBMITED: 4-12 ®13 DRAWN BY: IVIED REVISIONS: 1. 7 -5 -13 SITE REVIEW All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, Including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. ® TERRA CONCEPTS, P.C. B / B -C (PARKING LOT) DSXt LED 30C 30 LED D- Series Size 1 Karol Nvnber TiS Type M V OLT I LED Area L uminaire Notes Shipped Installed D D Daicbmn DES16Nlii8TS`ii� �- %�n9 Tyre 700 700 m ( 8U CONSORTIUM R­ 120 4 Included receptacle PER NEA 0. tw;rtte HS House-side a ... ... «.: X,e::: ""i11114 :r.; 1.iji- sir e.2! a:(' +tM :r. .,e.,,.e , I N9 Ins , loop 1 00 mA Introduction T2M Type it medium 208 1 SP A S soar- The modern styling of the D- Series is striking sin al d n D NAXD Natural I ! yet unobtrusive - making a bold, progressive 1A () yandMguardamul 735 Type III statement even as it blends seamlessly sl Y with its P air _ r driver DMG 0 101 dimming il ve rt0 9 n" mR al Wit L H to n r environment. e Specifications P (two �;.- ill f The D Series distills the benefits of the latest in EPA: 1.2 ft? pJ.11 n: =; W LED technology into a high performance, high Length: � �" 0 efficacy, long -life Luminaire. The outstanding The D- Series LED Parking Garage (uminaire 9 lot T3M Type ill medium photometric performance results in sites with Width: 13„ SF Single excellent uniformity, Ity, greater pole spacing and Het ht: 9 7'1�" L psi i 'deal for replacing 100 - lower power density. is p g T4M TypelVmedium f1g.ul RPA Round 40OW metal halide in pedestrian and area lighting Weight 27lbs H I 1117- applications with typical energy savings of mx) (12.2 kg TFTM Ferwaldthrow our and expected service life of over 100,000 hours. e ° _ -. _ •.3 A. � .. A 0 MVOLT SPA DDBX D _ , _._ EXAMPLE: DSX1 LED bOC 10 0 40K T3M DSXt LED 30C 30 LED 530 5R 0 mA 30K 3 00 Y TiS Type M V OLT I Shipped Shipped installed ed Shipped Installed D D Daicbmn 4 Phaocontrd 7 I (PEI re aims 720 208 240 a 27 °don. Not avaBab a with m°tion /ambient li ht q voltage P 9 ( one 700 700 m ( 8U 725 T YP ell short 120 4 Included receptacle PER NEA 0. tw;rtte HS House-side a DBX Black ck I N9 Ins , loop 1 00 mA m R k ,r T2M Type it medium 208 1 SP A S soar- unit (no sin al d n D NAXD Natural I ! 40C 40 LEDs 1A () yandMguardamul 735 Type III 240 1 P air _ r driver DMG 0 101 dimming il ve rt0 9 n" mR al Wit L H to n r a'u-I - n 1 LAMP, TOTAL LUMINAIRE LUMENS: 1449.2 fie. (two �;.- 40K 4000K I. Introduction moon!- controls) block'' DWHXO WhBe .a,. ,� '' , ' engines) The D- Series LED Parking Garage (uminaire 9 (70 cid T3M Type ill medium 277= ing DCR Dimmable and controllable SF Single DDBTXD Textured I 60C 60 LEN Polycarbonate m I min.) T4M TypelVmedium 347 RPA Round via ROAM "(nocontrolI (12D,277,347Y1' darkbmnze I (two engines) 1 SOX 5000K TFTM Ferwaldthrow 480 } pull p mount- i 6. DS Dual switching OF Double fuse DBLBXO Textured HORIZONTAL: 17 °VERTICAL: 17.5° OATHORIZON A . 0 659. , „ ja' . ,S• - .,`ice' 4;;- .» `;c,u'; ate- --;}: +F ^ti- �' `c a v* , Le h: "� (67 medium changes are avoided over the life of the product. ing P IR Mation5ensor8 -15' 208 240 480V ( ) 'Rack 8.1/2" p L - All of this adds up to quick paybal and a very CRI) TSVS TypeVvery B Wal: wA V mourltmghel TLS To o! -less eRU Y D NATXD Textured ' Height Weight w 9 s host T-- H bracket n'n o 15-30' PIRH M tt nsens r tliggeriatch natlnl I fr a ALA' _.. r L the desired criteria far minimums, verticals and I TSS Type YP J ' 0 1. I mo(mringheigbi° L90 Le([mtated aiumi0um i ,r Y" 1 r 4 ._.. _, , � •: r 7 T TSM Type Vmedhim OL30 Switcheddimmng," 'v 4111" DWHGXD Textured : : 3Q26 (3) 26w Eilec TSW TypeVwde 06 650 Lumen (nominal) BL50 SwBsheddlmmmg,506'' R90 Riyhtrotatd white 121250Lumen (nominal) Opi1t5's __ - Top of Pole NOTES ' 1 Configured with 4000Kd01Q ppmmvw'des the shortest lead times. Consult factory for 3000K (30q and SOOOK (50101eid times. from 120.277V /60 Hz . 3 d 2 MVOLT clover ooeraps on an line (50 I fy i Y '�9• pit " 0563' Tern a.abs R _ I •etlr �� UaiVd`• , tp ' " gl��; 120.208, 240 or 2TJ opnom only when ordenn9 pith fusing (SF DF optwnsl• Oth" y� p 3 Not ava6ab:e with single board, 530mA product (30C 530). 1.325• rirB'9 Danes orhath' EBYN _ . " . , . SBiA'N it:� a -. f,*. 0o400" „ _ '� d Not avaaabe with 347 or d80V. 2.650" aPLCS) - k,°3i• -- ., ,. `;.x'.`_;< _i- 't- :,,.'...-'P„:�, 5i ROAMdD I mi wi h 0.10V dimmin ca bil' PER _ `;�)StdT97sS`; ,iK'3'm9'easR .; ...- <0 21YA$: ' <i"»,0. -.. 5 5 eufiell enabled u ruiro t 4 4BOV. Additional hardware and tion re fired. N°t available with 3 7 a op p mss. = "' " "A iat9 ;a:.'.-i)AI BAS., .. S .. D 2RA3- . 84', " %� -: 8 . 141 ar . - : „ , : .. x services re=6' for ROAM® dui. m$ must be par ...separately. -k a u »'L1M92A3' 3`et 12! Ca'11 $0 442 -6745 or email :saes(iroamsen ces.net. Note ailable wRh • ' .. PIRH. nR :> LraRI" d l ..XD- . ^' :• a ate OCa60 wile 0150 Luminaire smtion via two b.S R DDMt$ASD 6 R s1 C. Pro s5 M $ 9 �. lode endant do separate <irwHs N!A with PE DC Dill a ta- Shwa- IOtA•12an ,�•' :.:�,� � :: :ate P P aU27ns N Pnoroc 3 ; m'a � -. ^a= r': . 01.1347F1.5M.IU Phatocdl- SSLtwiri4aG(34m a Vito- to-,. LighrmgY''Oi! ".S,: :!,TU,;.. t0 aee avr wide sakcnald vil e lies an addnio.'n I switched line. ssoras Void edu<anonar:opi:. 7 R a poke, sin qua Ph ell• SSLtwin lolls MB ' :. Dios 'J.,.:, .-, IXa4eF l.f Cut At otoc Ovl' Sen-;r; ar. SsR4�fT.. nbd�see ... .n Sxnscr G�•'e $ dfies the i:h r cp Spit KU shoring cap" for details. Dimming driver standard. Na available vriU+DCR orwFB. oszlxsaau Hwso-Uehk4dfm30lFDah Tenon MountingSlipfitter* 9 �•atheS.n =>.> I, h Sic R., z', to ramotsee', =;,t, °nSN:MC,u'<+,,for Is. Dimmlrg driver standard. Na ova ails vnth DCR or WfB. DSXIHS4000 Reasead,,lued for 40 LED .1; 10 Dimming driver standard. MVOLT only. Not evadable With DCR or Vi DSxlxs6000 H"ne- sMeshirldfrr60ttDu,It ' 11 Also available as a separate accessory; see Accessories i,fornerl SPAt9/MR20DB%OU 5411are pde0Mi9toDM19A1 adapt" 2.3r Al ASM280`023 -270 Al Al Al 12 WFillevailade with BUD, 8150, DS, Pxt aPIRH. (spec a pole h) 177r A;TlS':al Al AS25 730 ASi75 321 ISt75 890 Al a?0 13 5'mgle fuse t5F) requims 120,277 a 347 wnage option. Double fuse M requites 208, 240 a 480 vOi option. VA191MR2DDBXDU RoundpdeDMi9m DM19A511ti r Al Af135230 Al A8MIN AS 5g) A8i35430 14 Awill with 60 LEDs (W option) only. IspecdyfnMl 15 Requres iwniruhe w be aptudRed with PER option, Ordered and shipped se P.,mo.- voloption.vmthr and"c: <.vonene ° For mundpole mousi(RPAI only a separate Hne item. OUTDOOR PHOTOM ETRIC REPORT CATALOG: DSM LED 30C 70040KTFTM MVOLT .. wayBrand TEST #: LTL23286P20 ft 441' 75fl• A61A � V0" TEST LAB: L SCALED PHOTOMETRY TEST NOTFS: SCALED FROM ABSOLUTE TEST LTL23286 ISSUE DATE: 5/1/2013 CATALOG #: DSX1 LED 30C 70040KTFTM MVOLT LUMINAIRE: DSX1 LED WITH (1) 30 LED LIGHT ENGINES, TYPE TFTM OPTIC, 4000K @ 700MA LAMP CAT #: NICHIA 2198, 4000K LAMP: LED LAMP OUTPUT: 1 LAMP, TOTAL LUMINAIRE LUMENS : 6633,7 TEST BASED ON ABSOLUTE PHOTOMETRY* BALLAST: LEDINTA10SOC140DO E: 68 ' IivPU T WATTAG • 11,04" W : 9.72' LUMINOUS OPENING:RECTANGLE (L. ) MAX CD: 5,618.5 AT HORIZONTAL' 25 °, VERTICAL: 72.5° ROADWAYCLASS: SHORT, TYPE IV Polar randeta Distribution Isofootcandle Pbt 184)o iTQ 1fii0° -4A° 5 ._._.._ 4........._ 3 ...............-_._.... _....__Q...__......,..........2 ...... 3. d 5,740 __. _ - <, / : i. ;.. I 1 -. ', o. I 0 _-_. 13 1• ti i .. ........; 4,750; , , ,1 (......_.. >......,.... 1° i. 4 a -- __.- -..___ _ - - . f , 01._ 3:80 >,;�; 1 Y 0 ........_ ..... ..........4............. r. ... .... . ...... .... .... ..._ .. s.... i i .......... ........_",___.....--- ..1,..... .........._ - ,' - -4.^v • �'�. ,-l'�. • \" ' '� i' ( ' 210% : (f i 1 110° , i j , 1,900!' ,.t.�w "r��; .,�� ,�-' t z.. .�....... _._ __.. ......... t f� i b a 1 ___ :�,, ' 10 950. q t =:90° t�} 0, - I I QJ . � ,�., --y, eD° i �. e I .... ............ .. : 0 D 1900. 7 _ , _. ...... ....... . . _ ... t _ "'�, i _..L..._ .�•' i - ..- "i. j _.. E 4 $5 r" 4 60 •>e 2 i.. : j" >mD . z , i ` ;y I ✓!'� 4,75.6 i-"- -- - 'r 50 i y. 3 i -- __ - _ - ; 0 5,7`Dtl' a bi b O VA, ao . LO 2tl -.. }' d : IS d H - Max 4- t r ti a 20:fc 9 l fir V10fc in 04 ft . Na 5 ft no.l.ic ■ 50°lo Max ed Distance in unh of mount Wight (20ft) -' -- Max Cd" *TESTBASED ON ABSOLUTE PHOTOMETRYWHERE LAMP LUMENS =LUMENS TOTAL. *CUTOFF CLASSIFICATION AND EFFICIENCY CANNOT BE PROPERLY CALCULATED FOR ABSOLUTE PHOTOMETRY VISUAL PHOTOMETRIC TOOL 1.2.44 COPYRIGHT 2013, ACUITY BRANDS LIGHTING REPORTED DATA CALCULATED FROM MANUFACTURER'S DATA FILE, BASED ON IESNA RECOMMENDED METHODS. VV LTL23286P20 PAGE 1 OF 4 VISUAL PHOTOMETRIC TOOL L (WALL - MOUNTED, END OF BLDG.) _�' D- Series Size 2 �N »mbe , ,. , M..,. +f , '..x.F.y, : =_', •v'- Notes .� -._ :.. , LED Wall Luminaire = " :',v"[;''x ,xa,a. Type - DECO6NR CONSORTIUM iiii CONaORtiUM Introduction d "series The D- Series Wall Luminaire is a stylish, fully integrated LED solution for building -mount Specifications applications. It features a sleek, modem design Luminaire Back Box BB 1N} _ and is carefully engineered to provide long-lasting,, . c Y 9 P 9 9' i Width: 18 -1 /2 Weight: 211 6s Width: , 5 -1 /2 » BBW 116 s snit r a , - effL i n t lighting with a variety o f optical ical , a Mr id 4,. a*U Wei ht: n.sa 3 t and control options for customized performance. Depth: (2S� 10. � Depth: �30 %mil With an expected service life of over 20 ears of 7 -5/8" 4" P Y Height: Height: 0 g ; +4.4rnd g ; +c.z �>,: nighttime use and up to 76 /o in energy savings For 314" NPT D p over comparable 40OW metal halide luminaires, b W d- w item N the D- Series Wall is a reliable low- maintenance o ^ ^ o condud , I MW���iI11��9E _­7I ® H lighting solution that produces sites that are I t O exceptionally illuminated. I W---^^I ° AIL - EXAMPLE: DSXW2 LED 30C 700 40K T31VI MVOLT DDBTXD • :: ?;s = ,^ , 'r'r�.: ,> , M tV"'* � ;.; 11 v -„ -sue x.^ "" 9*M_< .. x <, f3 �av�.,::^rt s,' : -LL a `";i'P„ 1. rlle xi * a, 4: .s+ "r.'.�a usXWZ t�D ' �:� :` S- .FWee. :fin .�c.. 4- . I :u '� - r. R Tim- F F "M` 3 y I F I D W LED LEDs T2 S i >P e h Short V 1 Sh i PP edind ud e d Shipped installed Shipped ' s t installed Ill Dark bril I 20C 20 LEDs, T2M Type UMed'n1m 120' (blank) Surface PE Photarie<trir.ce!I, SF Single fuse DBII(D Blank I (two engines) TIS TypelRShon 208' mourning buttontype' (120,271,34N)7 DNAXD Natural 30C 30 LEDs T3110 Type III Medium 240' bracket PER NEMAtwist -lock OF Doublefuse aluminum receptacle on'y (nit (three engines) T4M Type IVMedum 277' controls) (2C8,140,48011' DWHXD White TFTM ForwardThmw 347 1 Shi PP edse aratel Y DM 0- IOVdlmmingdvHS Hou se-side DSSXD Sandstone 4 Drive current Medium 4807 BBW Surface- Qownv shied' DDBTXD Textured dark 350 350 mA maul DCR Dimmah'e aid can- bal 530 530 mA backbox Loanable via ROAM" Shipped separately DBLBXD Textured black 700 700 mA (for conduit (no controls) s entry) BSW Bird - deterrent DNATXD Textured cal lal 1000 1000mA(IA) Y PIRH h80°monoNambient spikes' aluminum mhihl"ror,'S30' WG Wrguard I DWHGXD Texturedwfite CDlortemperature � 30K 3000K VG vanda guard , Dl Textured andsiow , 40K 4000K SOX 5000K NOTES c'csor. mss;. - I LT dd r li MVO ve erat..,. newts ofioml23 -277V 50/60Hz.5 120 208 240a277 op aW 9 P�fY 'ons oni when ordedn with Eosin SF DF o eons a hap n r PE o 'on . co t of oPti Y 9 9( P ). P ( 1 45�G`� a. -V n " -1 +na' „�� :.�� 5h " „1Y+tae � . ?F A it ' ble 2 va a wsd, 30 LED1700mA options on SXW2 LED 30C 700. Y ro > 2/1/2011 ....._ 3 Also available ass separate accessory, see Accessories ksfomtavon OU117F1.S IU Phpb2'!-SSLti ul-I 020-27N11 4 Phaocontrd 7 I (PEI re aims 720 208 240 a 27 °don. Not avaBab a with m°tion /ambient li ht q voltage P 9 DLL347F7 OR S N I -S51 twm4 Nsomai oAD4m sensors IR ar PIRH. 1 DLL4tOFi.SOUN R"toa01 -Sit twiri•lad (180Y7' 5 Sp efi a ROAMe eneb Luminaie with 0-00V dimming Capability, PE R oP ron m W fired. Not Woad I I ' available with 47 r4 .Addr and I 3 0 80V spool hardware a services inquired for ROAM ®dap deployment; must be scu Shoran o 9 P purchased separately Cell 1- 800442 -6745 or email• salesennurn- ces.nat DsxwHSU Hmse•sid Adds! (sreper UPI anghlel 6 SP. A., the St. -9.1i SBR- 0i control; see hill. Santana C ,-de for details. rndi des ambient Wall 8sd- detmsn'sposs light sensor. Not avAlble with -PE" option (button type photocell). Dimming diner standard. 7 Single fuse RR requires 120, 277 or 347 Voltage option.. Double fuse M requires 200,240 or 480 DSAVM u Wee guard immy voltage opvon. IroM46U yandMguardamul 8 Requires Luminaire to be specified vi ft PER option. Ordered and shipped as a separate line item. 'Dsxw2BBW Bad:baaaessor y • tom hipedfyArterl - n 1 LAMP, TOTAL LUMINAIRE LUMENS: 1449.2 fie. �;.- :I OUTDOOR PHOTOM ETRIC REPORT I CATALOG: DSXW2 LED 30C 70040KTFTM MVOLT TEST #: 22605P19 I TESTLAB: SCALED PHOTOMETRY TESTNOTES: SCALED FROM ABSOLUTE TEST: 22605PO i ISSUE DATE: 5/29/2013 . CATALOG #: DSXW2 LED 30C 70040KTFTM MVOLT i LUMINAIRE: DSXW2 LED WITH 3 LIGHT ENGINES, 30 LED'S, 700MA DRIVER, 4000K LED, TYPE FORWARD THROW MEDIUM OPTIC ! LAMP CAT #: NICHIA 2198 4000K LAMP: LED LAMP OUTPUT. 1 LAMP, TOTAL LUMINAIRE LUMENS: 6443.5 TEST BASED ON ABSOLUTE PHOTOMETRY* BALLAST: LEDINTA35OC21ODHO INPUT WATTAG E: 71 i LUMINOUS OPENINGAECTANGLE : 3" W: 11.04" . 0 ) MAX CD: 4,220.4 AT HORIZONTAL: 27.5 °, VERTICAL: 70° ROADWAYCLASS: SHORT, TYPE IV i Polar.Candela Distribution' 4,300x- �189_0jfrQ-° a°. -=�-0° d 3.... ..Z.. _.. :Y: ( „d., . j } d 3;583 1w, + y. ,,,130 : •+. ! • ' ,r: �° a 2;$67: S. 1 '� ,f -S' a 1120 E ;1` r (t I i E. . , 1.... 21 150 t , 31 .. t �,,., ,� I ,r . _._ .. - 1 ............. , .- , lib 1,433 • i ;'V ,, n r �� : I. „ . ' ♦ y 1- f I ir..r /° � 1 o , 71,7 . ..............___.._.....•..._. ..- TAO v w I A ___d_ cEY: Li :.vo 1 I I t� l _ o i ,. i I 717 .: a . >. :.,._ �;, -..... £ - '- ........... a.._.....__._. .,.._,'k_ . �..... 7 so a= i `V E fl i 1,433 N f 170° *., - r L 1. _ __ ^v 2,150 0 -. I L5 ,r. 4 z 1 / ;80 'a • S y "t r I . 2 ^71 '' � 2 T } I `E. �a [soFaotcandle Pit ...4 .............. ,• < , I t I 0 3,583 5b s v 4 -,ry' {� i ,w 4, 0 -�"- 0 -�"a '4 a VA. O° :la 20 30 A0. j( 5. ...:..... ..... ■ - Max 75 Ma td., H l a i .NE cr 0 }'i' { +')i}° 11 sr26fc ,1 fir. 010 fc N b,s'fc ■ 5 fc t1, i, 11c N 5U% Max Cd Distance in'uniis of'mourkhefght'(20ft), --- Max did i 1 I f *TEST BASED ON ABSOLUTE PHOTOMETRY WHERE LAMP LU M E NS = LU M ENS TOTAL *CUTOFF CLASSIFICATION AND EF FICIE NCY CANNOT B E PRO PER LY CALCU LATE D FORABSOLUTE. PHOTOMETRY, I VISUAL PHOTOMETRIC TOOL 1.2.44 CO PYRIG HT 2013, ACUITY BRANDS LIGHTING REPORTED DATA CALCULATED FROM MANUFACTURER'S DATA FILE, BASED ON IESNA RECOMMENDED METHODS. I T 2260SP19 VISUAL PHOTOMETRIC TOOL PAGE 1 OF 4 I , i . I H (LOADING DOCKS) D (SERVICE ENTRANCES) 6/27113 OLW14 w/FCOS OUTDOOR PHOTOMETRIC REPORT fan CATALOG: 0LW14 W/FCOS 1 TEST #: LTL19370 '1larfa 8R4(T d ¢riAa a TEST LAB: ACUITY BRANDS LIGHTING CONYERS LAB while dellvenng the required vertical illumination. i ;, ,•w � " % . ii ., :330` '� /, s k 3 13 �__ " 1 ' EXAMPLE:1DSXPG LED 20C 1000 40K T5M MVOLT DWHXD 1 , j,- �+, A- 1'10°' - / 22tl" .. I j( „ .. , ; , , y., x : ,I✓ ei.. ...p>,a,.. -• w;: , :yin;: ; .�,., .,••.xw. , e.Y':.>t..;._ ;, :,x.,> i I / ' ±:�v,l`' _ +�' .�- . ' 2 I r, f " ' e,- `' s LID: ;.�•:?. S:, f3.. .:.,•� 4n == ,£. II"a1 -' ° I. S� .. • ; .� i .. %'I'x jj t • k: _ .ter,. �'x'.. -i., t .,. n ;.. 1. . 5 r. 1 , a , + -. 4 sFd % . t s rWed vd)rt to )_ DWH D Vtim DSXPG LED i,,. 1 _.s S rul .. Y T Sht ed and S d D D L- 3 0 3SL 30X 303E n5E MVOLT D ' 8 PP MPR 11 4? w 0 I °rn WdY Lmlx '�1„ 430 53GmA 40K a3"a iX 1 120' Sblarkl k:ldaltt OMG OFC,'dt�v?sngc}tts(mi ONAXJ Rar. M-- �- v,. "'•¢.,�,. c: ' Ill ivaeV, t mmwlt' .1 isl' Aurall 2 2D� •^-^'^•'- "'"°""•-<"""'"'"' "'• i t +v JOD 7-nA 56K S9IXBX 208 >^•; 7D. y0 i", ^.k:an .a d. t fUS '�< , a 1 N c . a. r S Pbae. s'd .hfiT,lr.s, SRM Stufac 3 Dbin;O Dark `^s. i , 4< 000 mA ,� t � e a. +r i a 2 0 �' �+. 0 4 .33 I ---- -- TSw Y vrxh, iur. Y30^ s m0 i ' �' , xn, 2a � ., 1 } Jr 1 to 4 e8 8 e5 a 6d IM T m' i r r•• 4 a P. •V SF su "..6Hr. 30.1 .3 i) TS �`sxt ?OC 10lte settargAa- c I r 'p�qb - •----- •--- -•-- -^ �r ';: 2 yt � jj tnx:'e 347 Shipped DF Om.�efOx (2t -, u4D.4e1Y1 t 1 -..t �` "'<� i er:likiea) ASy Asymlrt[�x 480' separately PI$150s5 Mnittdr,bRa:e itsenur : : , 550; •._.._.__.___._._..___:. 50°` 3 YK f0ker 5P0 kartes 4e {e0eur' N, {, .r ! \aj mNMiOR Iv I 6601 ......._. -.,. �......- .,..- 'a.._ -w,J O'oial SNppedseparata, . SLYRD fVnde;xwmt!cw4fcrmdrd a VA:.D4 1[r° 2D° '3a°" X40° sib d:' 170 H ® C . I4 or ° •r'v" x4 DUa Ct O 0 H SI.V50 nmlmlw. -2fudv kilt`'' r� : sai. -.I 6r 3 ,: � _'1900 A t BDS Bind thtaxl` pr; 9 xm ac " : "£ S ^dn g.x r 9q; _- xx GSA,e rn °s" =," :. �:_,R F.�',. ;^ri,,e'a *Y'; ;, Nlo#Ion SteT3sin t ' : t '° "..- a� `t'd4eounit O,.�dons ` :_. NOTES $t' _.:'i`' <. '� - r4' -" •,Y. ",t�. Y•.', °'.-= .. 1 Ava4abkerthnsmA°•dtiliel .L.�. e�,,ga -nr- ., .,a, ,'k,« -- +%�:°A -. N s_` .,. <. ., ',' ,,..,;`• Themotcnsensoroption(FIR360SS) TOP VIEW Saw YKatr n n A e��ca amt.* ,aa7 axst has 360° of passive infrared sensing +i a ; ��° ° !'y'i 3 = •ri, /e t 7 and adjustable bi -level dirilmin 1 �e 1 9 y < � �['? «2n r, »;pan to Savo energy when there is ro i v* ,(s' t s: axyssb .o*darimg w;m Crntn iSf; . r, of nu A- ? ' �. occu an AWN. _ . P �y .a aW as ae..�- 'c- .,,,+-•- ...Ngfi T d Conlesash 3dd"NPt'c+�+iart SIDEVIEW �/M'- svm. iw odwr : w is. si ... z -._r" .., ... i_'...� ^� B As. ava:�bk as a sea,vaes , yy .��s aI- �.• ' jj``���. dR4aT 171'1`07- 'tT:'T'r'ffi'Fl. xroAc,x: 7,�'r,'rf7'i't1R'r'rT a «r• vs . w r K.fOrtraupn MSx .. xt p;'�M ",..� ;4r" �`.�'�a�,,"��iP"iRi•3dt'i6'1: -:.r" a s'n°tn k.m wr,. ':rcs 120.2n pb f' ,a3 u $47 w C,whla "F.>. ppto,t, #" ,. ,aevar wq°ayjEafD. , 'legs " Oor ' ,u_v t- :arcs 135 24 46.1 i �•n `a . w4 mX �YK'0.VixDU- ketttmd"san'ess whxe mR ishe5 w PO Mtn ria Tat Rode! o[f 10 < » v,run : on, 3 Faise•sNeriMd 1 ! [e fine �7 Sbec� sJ.a . per Nd a9 - a. D.a ? MR 7.0 Om A3 68' 7 a,a x',iriet g'• -! ✓ =% <aar4tq: sits .. .... .. .....: ... .. ..... .. DSxPaBDSDiYR%OD 8ld shrwdlNpmdan [eryake, w!DefotHeetaasls° ..d .qe,. ,. *fords do .Sa N tads, a mad+ak) hmmm d,tiverst SI 2a t3, ! OR a t» 28 at 9 ..6 f wbae wirer 8 '3fo M<ai. 05x uP'HD5510wxx0U B :rdslamalbrSRdrt'su:'fateh6arady, ( sons oc _. $•s5hesaxalatl� P�a3i«•'�re��"r" -,"n *TEST BIASED ON ABSOLUTE PHOTOMETRYWHERE LAMP LUMENS = LUMENS TOTAL " - `""" " -.-- - .- ..- --- -"" -- `� " °-" *CUTOFF CLASSIFICATION AND EFFICIENCY CANNOT BE PROPERLY CALCULATED FOR ABSOLUTE PHOTOMETRY. OUTDOOR PHOTOMEiRIC REPORT *sap p. , jb CATALOG: DSXPG LED 20C 350 40K ASY MVOLT '' i(�w L > ( , 1 ' TEST #: 501872P36 L/TNd7A//A Lai'/5/T//Vii TEST LAB: SCALED PHOTOMETRY TEST NOTES: SCALED FROM ABSOLUTE TEST: 501872 ISSUE DATE: 5/1/2013 p' ", , CATALOG #: DSXPG LED UN GARAGE ASY MVOLT ' y K (FRONT SIDEWALK & BALCONY) LUMINAIRE: DSXPG PARKING GARAGf FIXTURE WITH 2 LIGHT ENGINES, 350MA " °. ` • DRIVER, 4000K LEDS, AV OPTIC. ` ' LAMP CAT #: NICHIA 219E LAMP: LED °ti .,:�;:- I �.: LAMP OUTPUT: 1 LAMP, TOTAL LUMINAIRE LUMENS: 25112 ' TEST BASED ON ABSOLUTE PHOTOMETRY * ' BALLASTCAT: LEDINTA 1000C -60 -DB i 6111113 ICO 40/20 BAR 70120 BALLAST: XITANIUM 50 WATT 1.05 A 48 V UL CLASS 2 DIMMABLE LED DRIVER I MODULE I IN DOOR PHOTOMETRIC REPORT " INPUT WATTAGE; 2 CATALOG: ICO 40 0 BAR 70 i G , 5 /2 120 LUMINOUS OPENINC:RECTANGLE (L: 5,04 ", W :3 ") TEST*: LTL22236P19 TEST LAB: SCALED PHOTOMETRY M GO, 0 L1 a AX CO: 1,552.3 AT HORIZONTA • ° L 35 VERTICAL, TE T N TE " . 65 5 O S. SCALED FROM ABSOLUTE TEST LTL222 6 , 3 ROADWAY CLASS: SHORT, TYPE III ISSUE DATE: 9/6/2012 ' ' . CATALOG #: ICO 40/20 6AR 70120 LUMINAIRE: ICO 4000K 2000 LUMENS 70 DEGREE BEAM LAMP CAT #: NICHIA COBL204 Polar Candela Distribution Isofootcandie Plot LAMP: LED 1.600 . I - 180° 170° 1600 150° 140° 5 4 3 2 1 0 1 2 3 4 LAMP OUTPUT:: 1 LAMP, TOTAL LUMINAIRE LUMENS: 2092.6 1,r TEST BASED ON ABSO T P 1333 .. o LU E HOTOMETRY* tsf, '130 BALLAST: ELDOLED SOL01061/S 120V A : 1.067 4 . INPUT WA TT GE 35 IA 800, 12(7° 3 LUMINOUS OPENING: CIRCULAR U (D .6.24 ") o _ TER VALt)E: 60 F - 1 533 310 (B ) 2. - i TER CATEGORY. DOWNLIGHT, COMMERCIAL 267 Im 100 a . CIE CLASS: SS DIRECT CD: 0 , "' 1 .. ; ..... ... 'f> -r MAX CD: 1,620.4 AT HORIZONTAL: 180°, VERTICAL: 22.5° 91)0 .,t SPACING CRITERION: - 1.19 C E O N' 0 - 267' . ..... „ . o _ BO .,r 40 - 1.39 0 533 ( le- 70 } 0 saD i . M e. a Polar C nil f 60 a e a Distribution Isafootcandle Pit v • at w. 1 67 0' O ,0 r 160o ii- 4 , Oa 140 5 6 5 '4 3 1 2 � 5 s 1,7aD - z .e, . q 7 1,333 . . inn I, \ r. Fy � 417 - +... y�,,<, �, l.a V t+-. ... ., .. S. 6 i X • i 1.600 i _�- y: `-a i:L33 �I O po `1t` - <.i i K' = Y7Af 0 0 1 20° 30 40 :,. 1. o _•- t2f}a Nf -Max Cd: 35 H 4 t 850 a ! �< -OOH ,. I ! , a _.._...._.._..- ....... ......___ -.._ try 110 -9o°H 5 ......... .. .. iii... _'.l.z.,. `. " ^� ^ °' -: 3 20 FC ' 1 k 283 _._.._._._. ,4" ,. , "° I� 10i 2 10 FC 015 FC _ - 1 2. .s ®s fc 0.1 Fc ■ 50 °/a Max Cd � - �; o'-"`°"""'°"""'�""" 9a° 2 Distance in units of mount height (20ftj -- Max Cd 283 _ � . 7- - - ;s '� ` k, 804 a `i Sf`7 r t i , 70 i g6550 - --__ - -_ _ 'I)`�_ '•�µ,v' �;t�'`p- ,, 2 1,133 ...... .......... ... ._ -, _ _. ,,.a' s. ,,�',., �' ", o t, ; .,r :6 3 a * ,e -. - O 1.417 , F TEST BASED w 50 D ON ABSOLUTE PHOTOMETRY HOI OMETRY WHERE LAMP LUMENS= LLIMEN5 TOTAL. ."" t � z1 4 "CUTOFF CL. F - - .,. _ _ W ASST I - -- CATION AND EFFICIENCY CANNOT BE PROPERLY CALCULATED OR A L70D fr F $SOLt)TEPHOTOMETRY. VA: O°^ 400 200 300 40a 5 Ill '= Oi :: t 6 VISUAL U L PHOT M O ETRIC , TOOL 1.2.44 P � -`910° H COPYRIGHT GHT 2013 ACUITY BRANDS LIGHTING REPORTED DATA CALCULATED FROM MANUFACTURER'S DATA FILE, BASED ON IESNA RECOMMENDED METHODS. i�501872P26 1 I VISUAL PHOTOMETRIC TOOL i PAGE 1 OF 4 i I ; - I d 000 LUMENS. REMAINING LUMINAIRES FEATURE FULL CUTOFF . OPTICS. I i i D �aT i ISSUE DATE: 2/1/2011 ....._ ........,..._._. ...... t`-, i r ..... Ct S -5e e I # OLW14 W C os i� _ I a" i i s t I , _ I : LED Parkin Garage 9 9 Woad I I LUMINAIRE: OUTDOOR LED WALLPACK SPECULAR LIGHT SHIELD ON FRONT OF . 1 _? r ....I _� : _.._:_... r>. - ' i i I _ F RE. LED TE MP608 c IXTU � I tt ,� 1. ' 1 yy ;. .: iESI6NII6NSS'uh I LAMP CAT #: LAMP: CREE XPG LED ONE 26.3-WATT LED, AIMED DOWN POS. ,' -- -, r ,I t ;. • ra "1-I.N _. {. ;. ,' -_,-,. -,"I ::�r�n „"•o. ,t is ,,,,e,si;;+r,..Z_-o «s. », LAMP OUTPUT: - n 1 LAMP, TOTAL LUMINAIRE LUMENS: 1449.2 fie. �;.- ":R'', , I. Introduction _ (: •'? TEST BASED ON ABSOLUTE PHOTOMETRY . � _= a?: .a,. ,� '' , ' The D- Series LED Parking Garage (uminaire 9 BALLASTCAT: BALLAST: Fill (EML) LED DRIVER . 11 ^Y'_ c W :r provides energy savings of 88°.5 when replacing INPUTWATTAGE; 26.3 Polycarbonate 41 Aluminum Pan (11 "& 14 "only) . p � W (Y 175W metal halide iuminair s.VV an expected LUMINOUS OPE NINGRECT ANGLE L : 10.56", .56" W: 3.96 1 I 0 Specifications P - r1 + service fife of ova 00000 hours 10 ears o. Y 1 Ad, - - 4 CLPC -19 CLP C 11 CLPC 1 Hei ht - 3 " Height -3" Height -31/2" 9 9 g 17 -3/4" ..+«'•- ^.w : :�--: ��.....- - --:`� r 24 operation), u _o to meta( halide lamp t7 e a ), n P P P MAX E D MAX C . HORIZONTAL: 17 °VERTICAL: 17.5° OATHORIZON A . 0 659. , „ ja' . ,S• - .,`ice' 4;;- .» `;c,u'; ate- --;}: +F ^ti- �' `c a v* , Le h: "� ras 1 unA - changes are avoided over the life of the product. ROADWAY CLASS: VERY SHORT, TYPE I � � ED Width: 8.1/2" p L - All of this adds up to quick paybal and a very ar6mv I 1- low total cost of ownership. Height Weight w 9 3.7/16~ e' °"' 16 L,5 T-- H Five dedicated prcisicn refractive optics allow D- Series Parking Garage Luminaire to mite theDS_ es a a t 9 9 1660 1 oflao candle Plat Polar.tantiela Distrihut4gn 4 4 Is t IS 3701° 60. 14a 0 1 .__..... 9 3 ...................... 4 2 i` __........._ N ..........._.._.. - .,«,r � 5 .3. _................... max : ( ) fr a ALA' _.. r L the desired criteria far minimums, verticals and I 550,.......... J ' 0 1. I 01120v x i I I' i m' Exceptional are control l achieved uniformity. 9 o f r) E ce s u o ,r Y" 1 r 4 ._.. _, , � •: r 7 T 02 277v 440 I ^I>, P f. ..,'t,: i t x a : : while dellvenng the required vertical illumination. i ;, ,•w � " % . ii ., :330` '� /, s k 3 13 �__ " 1 ' EXAMPLE:1DSXPG LED 20C 1000 40K T5M MVOLT DWHXD 1 , j,- �+, A- 1'10°' - / 22tl" .. I j( „ .. , ; , , y., x : ,I✓ ei.. ...p>,a,.. -• w;: , :yin;: ; .�,., .,••.xw. , e.Y':.>t..;._ ;, :,x.,> i I / ' ±:�v,l`' _ +�' .�- . ' 2 I r, f " ' e,- `' s LID: ;.�•:?. S:, f3.. .:.,•� 4n == ,£. II"a1 -' ° I. S� .. • ; .� i .. %'I'x jj t • k: _ .ter,. �'x'.. -i., t .,. n ;.. 1. . 5 r. 1 , a , + -. 4 sFd % . t s rWed vd)rt to )_ DWH D Vtim DSXPG LED i,,. 1 _.s S rul .. Y T Sht ed and S d D D L- 3 0 3SL 30X 303E n5E MVOLT D ' 8 PP MPR 11 4? w 0 I °rn WdY Lmlx '�1„ 430 53GmA 40K a3"a iX 1 120' Sblarkl k:ldaltt OMG OFC,'dt�v?sngc}tts(mi ONAXJ Rar. M-- �- v,. "'•¢.,�,. c: ' Ill ivaeV, t mmwlt' .1 isl' Aurall 2 2D� •^-^'^•'- "'"°""•-<"""'"'"' "'• i t +v JOD 7-nA 56K S9IXBX 208 >^•; 7D. y0 i", ^.k:an .a d. t fUS '�< , a 1 N c . a. r S Pbae. s'd .hfiT,lr.s, SRM Stufac 3 Dbin;O Dark `^s. i , 4< 000 mA ,� t � e a. +r i a 2 0 �' �+. 0 4 .33 I ---- -- TSw Y vrxh, iur. Y30^ s m0 i ' �' , xn, 2a � ., 1 } Jr 1 to 4 e8 8 e5 a 6d IM T m' i r r•• 4 a P. •V SF su "..6Hr. 30.1 .3 i) TS �`sxt ?OC 10lte settargAa- c I r 'p�qb - •----- •--- -•-- -^ �r ';: 2 yt � jj tnx:'e 347 Shipped DF Om.�efOx (2t -, u4D.4e1Y1 t 1 -..t �` "'<� i er:likiea) ASy Asymlrt[�x 480' separately PI$150s5 Mnittdr,bRa:e itsenur : : , 550; •._.._.__.___._._..___:. 50°` 3 YK f0ker 5P0 kartes 4e {e0eur' N, {, .r ! \aj mNMiOR Iv I 6601 ......._. -.,. �......- .,..- 'a.._ -w,J O'oial SNppedseparata, . SLYRD fVnde;xwmt!cw4fcrmdrd a VA:.D4 1[r° 2D° '3a°" X40° sib d:' 170 H ® C . I4 or ° •r'v" x4 DUa Ct O 0 H SI.V50 nmlmlw. -2fudv kilt`'' r� : sai. -.I 6r 3 ,: � _'1900 A t BDS Bind thtaxl` pr; 9 xm ac " : "£ S ^dn g.x r 9q; _- xx GSA,e rn °s" =," :. �:_,R F.�',. ;^ri,,e'a *Y'; ;, Nlo#Ion SteT3sin t ' : t '° "..- a� `t'd4eounit O,.�dons ` :_. NOTES $t' _.:'i`' <. '� - r4' -" •,Y. ",t�. Y•.', °'.-= .. 1 Ava4abkerthnsmA°•dtiliel .L.�. e�,,ga -nr- ., .,a, ,'k,« -- +%�:°A -. N s_` .,. <. ., ',' ,,..,;`• Themotcnsensoroption(FIR360SS) TOP VIEW Saw YKatr n n A e��ca amt.* ,aa7 axst has 360° of passive infrared sensing +i a ; ��° ° !'y'i 3 = •ri, /e t 7 and adjustable bi -level dirilmin 1 �e 1 9 y < � �['? «2n r, »;pan to Savo energy when there is ro i v* ,(s' t s: axyssb .o*darimg w;m Crntn iSf; . r, of nu A- ? ' �. occu an AWN. _ . P �y .a aW as ae..�- 'c- .,,,+-•- ...Ngfi T d Conlesash 3dd"NPt'c+�+iart SIDEVIEW �/M'- svm. iw odwr : w is. si ... z -._r" .., ... i_'...� ^� B As. ava:�bk as a sea,vaes , yy .��s aI- �.• ' jj``���. dR4aT 171'1`07- 'tT:'T'r'ffi'Fl. xroAc,x: 7,�'r,'rf7'i't1R'r'rT a «r• vs . w r K.fOrtraupn MSx .. xt p;'�M ",..� ;4r" �`.�'�a�,,"��iP"iRi•3dt'i6'1: -:.r" a s'n°tn k.m wr,. ':rcs 120.2n pb f' ,a3 u $47 w C,whla "F.>. ppto,t, #" ,. ,aevar wq°ayjEafD. , 'legs " Oor ' ,u_v t- :arcs 135 24 46.1 i �•n `a . w4 mX �YK'0.VixDU- ketttmd"san'ess whxe mR ishe5 w PO Mtn ria Tat Rode! o[f 10 < » v,run : on, 3 Faise•sNeriMd 1 ! [e fine �7 Sbec� sJ.a . per Nd a9 - a. D.a ? MR 7.0 Om A3 68' 7 a,a x',iriet g'• -! ✓ =% <aar4tq: sits .. .... .. .....: ... .. ..... .. DSxPaBDSDiYR%OD 8ld shrwdlNpmdan [eryake, w!DefotHeetaasls° ..d .qe,. ,. *fords do .Sa N tads, a mad+ak) hmmm d,tiverst SI 2a t3, ! OR a t» 28 at 9 ..6 f wbae wirer 8 '3fo M<ai. 05x uP'HD5510wxx0U B :rdslamalbrSRdrt'su:'fateh6arady, ( sons oc _. $•s5hesaxalatl� P�a3i«•'�re��"r" -,"n *TEST BIASED ON ABSOLUTE PHOTOMETRYWHERE LAMP LUMENS = LUMENS TOTAL " - `""" " -.-- - .- ..- --- -"" -- `� " °-" *CUTOFF CLASSIFICATION AND EFFICIENCY CANNOT BE PROPERLY CALCULATED FOR ABSOLUTE PHOTOMETRY. OUTDOOR PHOTOMEiRIC REPORT *sap p. , jb CATALOG: DSXPG LED 20C 350 40K ASY MVOLT '' i(�w L > ( , 1 ' TEST #: 501872P36 L/TNd7A//A Lai'/5/T//Vii TEST LAB: SCALED PHOTOMETRY TEST NOTES: SCALED FROM ABSOLUTE TEST: 501872 ISSUE DATE: 5/1/2013 p' ", , CATALOG #: DSXPG LED UN GARAGE ASY MVOLT ' y K (FRONT SIDEWALK & BALCONY) LUMINAIRE: DSXPG PARKING GARAGf FIXTURE WITH 2 LIGHT ENGINES, 350MA " °. ` • DRIVER, 4000K LEDS, AV OPTIC. ` ' LAMP CAT #: NICHIA 219E LAMP: LED °ti .,:�;:- I �.: LAMP OUTPUT: 1 LAMP, TOTAL LUMINAIRE LUMENS: 25112 ' TEST BASED ON ABSOLUTE PHOTOMETRY * ' BALLASTCAT: LEDINTA 1000C -60 -DB i 6111113 ICO 40/20 BAR 70120 BALLAST: XITANIUM 50 WATT 1.05 A 48 V UL CLASS 2 DIMMABLE LED DRIVER I MODULE I IN DOOR PHOTOMETRIC REPORT " INPUT WATTAGE; 2 CATALOG: ICO 40 0 BAR 70 i G , 5 /2 120 LUMINOUS OPENINC:RECTANGLE (L: 5,04 ", W :3 ") TEST*: LTL22236P19 TEST LAB: SCALED PHOTOMETRY M GO, 0 L1 a AX CO: 1,552.3 AT HORIZONTA • ° L 35 VERTICAL, TE T N TE " . 65 5 O S. SCALED FROM ABSOLUTE TEST LTL222 6 , 3 ROADWAY CLASS: SHORT, TYPE III ISSUE DATE: 9/6/2012 ' ' . CATALOG #: ICO 40/20 6AR 70120 LUMINAIRE: ICO 4000K 2000 LUMENS 70 DEGREE BEAM LAMP CAT #: NICHIA COBL204 Polar Candela Distribution Isofootcandie Plot LAMP: LED 1.600 . I - 180° 170° 1600 150° 140° 5 4 3 2 1 0 1 2 3 4 LAMP OUTPUT:: 1 LAMP, TOTAL LUMINAIRE LUMENS: 2092.6 1,r TEST BASED ON ABSO T P 1333 .. o LU E HOTOMETRY* tsf, '130 BALLAST: ELDOLED SOL01061/S 120V A : 1.067 4 . INPUT WA TT GE 35 IA 800, 12(7° 3 LUMINOUS OPENING: CIRCULAR U (D .6.24 ") o _ TER VALt)E: 60 F - 1 533 310 (B ) 2. - i TER CATEGORY. DOWNLIGHT, COMMERCIAL 267 Im 100 a . CIE CLASS: SS DIRECT CD: 0 , "' 1 .. ; ..... ... 'f> -r MAX CD: 1,620.4 AT HORIZONTAL: 180°, VERTICAL: 22.5° 91)0 .,t SPACING CRITERION: - 1.19 C E O N' 0 - 267' . ..... „ . o _ BO .,r 40 - 1.39 0 533 ( le- 70 } 0 saD i . M e. a Polar C nil f 60 a e a Distribution Isafootcandle Pit v • at w. 1 67 0' O ,0 r 160o ii- 4 , Oa 140 5 6 5 '4 3 1 2 � 5 s 1,7aD - z .e, . q 7 1,333 . . inn I, \ r. Fy � 417 - +... y�,,<, �, l.a V t+-. ... ., .. S. 6 i X • i 1.600 i _�- y: `-a i:L33 �I O po `1t` - <.i i K' = Y7Af 0 0 1 20° 30 40 :,. 1. o _•- t2f}a Nf -Max Cd: 35 H 4 t 850 a ! �< -OOH ,. I ! , a _.._...._.._..- ....... ......___ -.._ try 110 -9o°H 5 ......... .. .. iii... _'.l.z.,. `. " ^� ^ °' -: 3 20 FC ' 1 k 283 _._.._._._. ,4" ,. , "° I� 10i 2 10 FC 015 FC _ - 1 2. .s ®s fc 0.1 Fc ■ 50 °/a Max Cd � - �; o'-"`°"""'°"""'�""" 9a° 2 Distance in units of mount height (20ftj -- Max Cd 283 _ � . 7- - - ;s '� ` k, 804 a `i Sf`7 r t i , 70 i g6550 - --__ - -_ _ 'I)`�_ '•�µ,v' �;t�'`p- ,, 2 1,133 ...... .......... ... ._ -, _ _. ,,.a' s. ,,�',., �' ", o t, ; .,r :6 3 a * ,e -. - O 1.417 , F TEST BASED w 50 D ON ABSOLUTE PHOTOMETRY HOI OMETRY WHERE LAMP LUMENS= LLIMEN5 TOTAL. ."" t � z1 4 "CUTOFF CL. F - - .,. _ _ W ASST I - -- CATION AND EFFICIENCY CANNOT BE PROPERLY CALCULATED OR A L70D fr F $SOLt)TEPHOTOMETRY. VA: O°^ 400 200 300 40a 5 Ill '= Oi :: t 6 VISUAL U L PHOT M O ETRIC , TOOL 1.2.44 P � -`910° H COPYRIGHT GHT 2013 ACUITY BRANDS LIGHTING REPORTED DATA CALCULATED FROM MANUFACTURER'S DATA FILE, BASED ON IESNA RECOMMENDED METHODS. i�501872P26 1 I VISUAL PHOTOMETRIC TOOL i PAGE 1 OF 4 i I ; - I d 000 LUMENS. REMAINING LUMINAIRES FEATURE FULL CUTOFF . OPTICS. I i i ......, i �a� i l , 1 . . _.._.. i ...,.._ - _...... I ._........._.._ i I , i . . ... ....._ ........,..._._. ...... t`-, i r ..... { I I i I : -1 __I € I i : � I __ i� _ I a" i i s t I , _ I i _ + _,_,i ( i I _ , I if I .._..... I ( ....... i _,....._.._,_...._.... ... 1 _? r ....I _� : _.._:_... .. -. k "'' 3/ "N( :° : :`,' ='�• - ' i i I _ 1 i i I , I � I tt i I i 4" nil 19 only increases depth b Batter backup 1 a Y P Y Y p 1 3 1 3/4" -- 41-1... I , R'2D fit i fc 's 10 fc in 0,s fit aSfc M0.1 fc Distance: n urAs,of mount height i<26ft): *TEST BASED ON ABSOLUTE PHOTOMETRYWHERE LAMP LUMENS= LUMENS TOTAL. *CUTOFF CLASSIFICATION AND EFFICIENCY CANNOT BE PROPERLY CALCULATED FOR ABSOLUTE PHOTOMETRY. G (FRONT SIDEWALK UNDER BALCONY) Type; �«= r' f4 �`; �- . _ t -' Job Name: �f �� °•`�" Construction. C e° a -11 -_�ti.' 'h' -- Volta -�Y, • Steel an P KelyiTt J • Diffuser is white smooth acrylic lv "L Y "::: ��y �ti 'ti3 -- .p °5 -i • Optional polycarbonate diffuser 1120YNPF 2Pi3(2)13wMag Lamps: $` '* WSA White Smooth • Lamps INCLUDED i r Notes: `: x � .r 3 3500K • Keyhole slots for standard 1 -Box installation Y .. -. k "'' 3/ "N( :° : :`,' ='�• DIM10 - Mark 10 Dimming Ballast • Dimming ballast may be limited with some lamps "and 'only) _» :.. ;> _ � �_- >' °,,1, per i - -- '+� : = ^ ": ,,,, J,, ;.;� � ;. „ °„ I! > an 11 14 Optional aluminum ) P P Y N ��<a _fit, '`' ?e 9 4" nil 19 only increases depth b Batter backup 1 a Y P Y Y p M1a 8i 1 3/4" _.. _ „ =`,_, 1Q18 (1)18w Elec I with circline lamps n available w t Batter backup of Battery p "_�' . fi "' " Optional Lens Material • UL and CUL listed DAMP location >- il ,° , ' R U 177v HPF 1Q26 (i) 26w Bec I. _ (: •'? Z . ?.y.: " :: a a WSPWhite Smooth . 11 ^Y'_ c W :r a ., Polycarbonate 41 Aluminum Pan (11 "& 14 "only) . p � W (Y 3P13 3 13w Ma 9 0 . I 0 Ad, - - 4 CLPC -19 CLP C 11 CLPC 1 Hei ht - 3 " Height -3" Height -31/2" 9 9 g r� V C L US O - r D ° - Diameter -19 " Diameter 11 Diameter -14" to rED „ ja' . ,S• - .,`ice' 4;;- .» `;c,u'; ate- --;}: +F ^ti- �' `c a v* , a'�Sa��r.�s.a, x. „. :- ,">d.-.a,�,_ •�:.5,�.ar;.,'«:...>x'e:x _.�r:��.�.,,tm,',•s..";.,.,�,�' Example: CLPC- I4- A- 2Q26 -4 -W2- WSA -42 � � ED 4 ^ :� :- - ,:;. ,. o "'e1 -' P` d C e° a -11 -_�ti.' 'h' -- Volta -�Y, ;':,fi > lam i "i` -17 . :Fi KelyiTt axe`.: finish; :`A` ` ":p u lv "L Y "::: ��y �ti 'ti3 -- .p °5 CLPC -11 t F `I 1120YNPF 2Pi3(2)13wMag 22700K W2GIosSWhite WSA White Smooth (Dimming option -see Notes) -,. r (Mag) 1Q13 (1)13w Elec 3 3500K Acrylic DIM10 - Mark 10 Dimming Ballast • Diffuser is .10 "thick extruded white acrylic A 120v NPF 2Q13 (2) 13w Elec 44100K 9 Mark Ballast DIM7 M g Well 1Q18 (1)18w Elec Optional Lens Material 01120v U 177v HPF 1Q26 (i) 26w Bec (see Price List) 02 277v lac iE ) WSPWhite Smooth CLPC -14 2P13 (2) 13w Mag Polycarbonate 41 Aluminum Pan (11 "& 14 "only) 3P13 3 13w Ma 9 ES Energy Star Rated 9Y 21111113 2 13wElec Q ) ( See Price List 3Q1 3 13wElec Q O 2Q1 2 18w El ec Q () 1Q26(1)26wElec Bo option ) ( P Y 2Q26 (2) 26w Elec BB - Battery Backup 1 C54 22w & 32w Elec 01120v 02 277v CLPC -19 3Q26 (3) 26w Eilec 06 650 Lumen (nominal) 121250Lumen (nominal) p s Vaenda California 91355 284351ndu try Dnve., I West Oast Sales :800 - 325 - 4448/661- 257- 0286•fax800- 323 - 2346/661 - 257 - 0201 yu .' = Y ., < ... : „z....:?'•- ' x ". ?,.: "::..:. : : : , - � I East Coast Sales: 866 - 350 -0991 • bx866.490 -5754 ,�� . �> is www.lightwayind.com • salesalightwayind.com a- ` 8 e 9_ __ ' " " t F `I (EAST & WEST BLDG. ENTRANCES) t" ,, >. .:,y �, � ..E^� �' ant. a `I .i'� -ant;: x •ei s -3§.. ". •r 4 . �^r" rr j` ¢ :9 '' ' ` All :"' ',: .! �... emu.' =- .'' :; :y' : =..._ ' -,. r C4anstr�tctiort: • Brushed aluminum cover; aluminum chassis .A • Diffuser is .10 "thick extruded white acrylic 1. Accent bars and rings are extruded aluminum 9 L' 111 S ce' ( Itf Ot1r i LED Notes: • Mounts over standard 1 -Box with slotted anchor holes I • Optional dimming ballast O t p 9 • Vertical or Horizontal mounting Vert ca g • DA compliant A P • L and CUL listed DAMP location U • LED Array I • OSRAM Gen 11 Distributed Array Y • CRI > 80 • 14w -1470 Lumens i • 21w -2450 Lumens • 20 or 40 watt Power Supply . O kLu, DE IN &&* Type: : :`•' `�'�; " : : ° °;�.;;;`^ � Job Name: < < :,2_`,a��- 4+ F .i.. , y e: r k Y.4 i Tf V Z J W taJ H Z a a Z W M L_ C BDFW -I2 -LED BDFW -16 -LED Height ht - 121/4" Height -161 / 4" Width - 5 7/8" Width - 5 7/8" Usno Depth -4" Depth 4" Example: BDFW -1 6- LED -A -U -211 W -3 -P2 -WSA 0= • • u � " : :�:' "' IPIQtIeI' >: �ait}e: gee ��.ariipt 1(f'IYfIt € :�- fir(ISiT. ``cif•': VOi10 =:�: t10n3 ;� s�� _< <:• .- °- -^'� ITS....... >..: .. -, "� :. _ i BDFW- 12_LED A A 120v 14w LED/ 14701m 2 3000K P2 Brushed Alum WSA White Smooth Acrylic DIM LED dimming driver (0 to tOv) B 3 3500K 120 - 277 volts 44000K Optional (21wonly) BDF1N -16 -LED A 120v 14w LED/ 14701m (see Price List) W2 GlossWhite 0120 -277 21w1ED124501m Bi Satin Black (21 w only) 62 Text Black Z7 Satin Bronze 23 Text Bronze T45himmerGray M13 Anod Silver T6 Pewter W73 Pearl Beige 28435 Industry Ddve.,Valenda, California 91355 � ', �" e, j,.� ; j- ". , , -- - 1 � WestfoastSales:80O- 325 - 4448/ 661 - 257- 0286•fax800- 323 - 2346/661- 257 -0201 iJf _;z/" �` ..p "z -j�° East Coast Sales: 866 -350-0991 - fax 866 - 490 -5154 ='x•'••►L>�h , -, I . '�r!,iwT i+� , ` IW www.lightwayilnd.com • Sams @lightwayind.mm ' ��--' _ LUMINAIRES G & K ARE MOUNTED BENEATH • SOLID CEILINGS. . : - += ; LUMINAIRE F EMITS LESS THAN 31 "K" BULB IS FULLY RECESSED "G" CEILING - MOUNTED; UPLIGt CUT OFF BY SUPPORTING BALCONY STRUCTURE r r t I TERRA MASTER & SITE PLANNING ENTITLEMENT PROCESSING LANDSCAPE ARCHITECTURE 204.6 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434 - 531 -3600 mkeller @terraconceptspc.com • i • I '; 1 jTH OF G I A r�` V Alan G. Franklin lic. No. 35326 1 4V s (� 1 47 I 0 - NAL - H OF - V I Mark E. Keller r CerL No. 0239 U &cA P E A ,,� G�ti SCALE: NONE mU{{MITFFTs 4° 12®13 iRCV 1Bi : MEK IZEVIS I ®I®TS: 1. 7 -5 -13 SITE REVIEW All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first writt en authorization of Terra Concepts, P.C. ®TERRA CONCEPTS, P.C. iR 2DI "Fc 1 Fc '■ 10 fc' jN 6:5ft dMuY72 t;1d O:1 C b:50P1 ,;� 5 fc f (?istartce inYunts of mount heir Wftj. ,°l N9az - ` IW www.lightwayilnd.com • Sams @lightwayind.mm ' ��--' _ LUMINAIRES G & K ARE MOUNTED BENEATH • SOLID CEILINGS. . : - += ; LUMINAIRE F EMITS LESS THAN 31 "K" BULB IS FULLY RECESSED "G" CEILING - MOUNTED; UPLIGt CUT OFF BY SUPPORTING BALCONY STRUCTURE r r t I TERRA MASTER & SITE PLANNING ENTITLEMENT PROCESSING LANDSCAPE ARCHITECTURE 204.6 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434 - 531 -3600 mkeller @terraconceptspc.com • i • I '; 1 jTH OF G I A r�` V Alan G. Franklin lic. No. 35326 1 4V s (� 1 47 I 0 - NAL - H OF - V I Mark E. Keller r CerL No. 0239 U &cA P E A ,,� G�ti SCALE: NONE mU{{MITFFTs 4° 12®13 iRCV 1Bi : MEK IZEVIS I ®I®TS: 1. 7 -5 -13 SITE REVIEW All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first writt en authorization of Terra Concepts, P.C. ®TERRA CONCEPTS, P.C. iR 2DI "Fc 1 Fc '■ 10 fc' jN 6:5ft dMuY72 t;1d O:1 C b:50P1 ,;� 5 fc f (?istartce inYunts of mount heir Wftj. ,°l N9az - 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. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG -3 IS REQUIRED. SEE NOTE 4 6" CUI�B (VD O "'g' STD. CG -2) SECTION 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 18" INCREASE IN DEPTH. MAX 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND - 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG -3 IS REQUIRED. 4" 2" R Q n 6" a e 4 SURFACE . () (BASE _AIIIIIU16W, SUBBASE P -003 N.T.S. 2 6" EXTRUDED CURAB ALTERNATIVE 1 SECTION P -007 N.T.S. 30" 2" SM 9.5A ASPHALT SURFACE 6" VDOT #21A STONE BASE 4000 PSI CONCRETE ' REINFORCED WITH 6" x 6 ", 10 -10 WWM 4" VDOT #21A STONE BASE CONCRETE FLOMLINE SECTION P -020 N.T.S. TIE TERRACE WALLS INTO BUILDING WALLS AT PIER LOCATIONS USING DOWEL & SLEEVE WITH WATERSTOP CONTINUOUS AT JOINT. CMU OF ALL EXPOSED WALL SECTIONS TO MATCH THAT USED ON BUILDING CAP TO MATCH MASONRY WATER TABLE ON BUILDING OR AS OTHERWISE„ SPECIFIED BY ARCHITECT. PROVIDE a CLEAR SILICONE CAULK AT ALL JOINTS AND CORNERS (MITERED). 3.. 4" x 4" SCORE / BOND BEAM W/ #4 REBAR / CONTINUOUS, FILLED W/ TYPE S MORTAR AND " METAL DOWELS 2' O.C. / 32 /� TERRACE OR SIDEWALK 8" x 8" x 16" CMU W,At �A/DURO -WALL EVERY 2 COU52 Dj0b`NTIN000S AND WITH C05ES f,AfD SOLID W/ CONCRETE / CHEEKWALL r e : Q I PROVIDE 2" H x 8" W SCUPPERS r GRADE VARIES FLUSH W/ TERRACE SLAB 12' O.C., - 1 RECESSED J" - 1" ON OUTBOARD SIDE OF FINISH WALL FACADE I � a" EXPANSION JOINT COMPACTED SUBGRADE L - -- #4 BAR @ 48" O.C. I 41=== s° e ° CONCRETE FOOTER W/ 8" d e (2) #4 REBAR CONT. 2" MIN. CLEAR a a e # 21A VDOT WASHED STONE BASE � I MAV A E in 12 % SECTION H -028 N.T.S. Z d U.11 w U) EQUAL TO WIDTH OF SIDEWALK' TYP. CONTRACTION JOINT CURBING e 12 PLAN EXPANSION JOINT 2" SMOOTH TROWELED EDGE; OPTIONAL SCORED BROOM FINISH; TYP. PERPENDICULAR TO DIRECTION OF TRAVEL 1 Ya" DEEP CONTRACTION /SCORE Y2" EXPANSION JOINT W/ Y2" RECESSED JOINT, SPACED EVERY 5' O.C.; TYP. BACKER ROD AND CAULK, SPACED EVERY 25 (MIN) O.C.; TYP. 3000 PSI CONCRETE AT 28 DAYS, AIR - ENTRAINED X X-- r-1k X. �.X•- 0 0:. ,.. :::a:.:..• n WWF 6" X 6" W1.4 X W1.4 W/ 2" MIN COVER ��%/%/%\%\%\\%\/% \� % COMPACTED VDOT #21A STON E /\\/\\/\\/%\ \/j/%\/ j\/ j�/ ////j� /j� //j� /j \ \ \� /� BASE 95% COMPACTED SUBGRADE 12,) PLAN, SECTION 7" REINFORCED CONCRETE SLAB; 4000 MIN. PSI., AT 28 DAYS FINISH TO MATCH TYPICAL SIDEWALK REINFORCED WITH #4 REBAR GRID 12" O.C. 12" X 12" #4 REBAR GRID 4" COMPACTED VDOT #21A STONE BASE - VDOT (UD-4) UNDERDRAINS AS REQUIRED BY VDOT 95% COMPACTED SUBGRADE; REMOVE ALL ORGANIC MATERIAL THIS DETAIL TO BE USED FOR DUMPSTER PAD INSTALLATIONS ZAMA, !'I��I�I 12 SECTION NOTES: SEE PLANS FOR RISER AND TREAD INTERVALS. WHERE EVER POSSIBLE, HANDRAILS SHALL BE ATTACHED TO ADJACENT BUILDING WALLS OR STAIR CHEEK WALLS. THEY SHALL BE PLACED SUCH THAT A MINIMUM 1.5" GAP EXISTS BETWEEN THE HANDRAIL AND THE SURFACE IT IS ATTACHED TO. CONTRACTOR TO PROVIDE ENGINEER WITH SHOP DRAWINGS PRIOR TO ORDERING AND INSTALLATION. WHERE DIFFERENCE IN GRADE EXCEEDS 30 INCHES, PICKETS 4" O.C. SHALL BE USED IN ACCORDANCE WITH ADA STANDARDS. H� PI TI S' C( P -019 N.T.S. H -020 N.T.S. HANDRAIL TO EXTEND 12" BEYOND TOP RISER. SEE PLANS FOR RISER AND TC7CAr1 IAITCO \ /AI C 12 ) SECTION, PLAN S -025 N.T.S. a: TOP OF CURB D SIDEWALK CONCRETE TAPERS FROM 6" TO 3" HEIGHT AT BACK OF CURB RIGHT SIDE RAMP STD CG -2 .a a ••••. •• •••, ,a :•' [6 d . e, IIIIIIIIIIIIIIIIIII �� IIIIIIIIIIIIIIIIIIIIIIIIIIII III SURFACE OF ASPHALT IN HANDICAP PARKING AREA CENTERLINE ASPHALT TAPERS FROM 3" HC RAMP TO 0" HEIGHT ON PARKING LOT SIDE OF CURB 4 6" CJR]B SECTION AT 'S]PLIT HANDICAP RA P 2 _,) SECTION P-oss N.T.S. 1011 QN 12 j SECTION I I A\ \ \ A 2 I100 12 J SECTION VARIES P -059 N.T.S. 1" VDOT SM 9.5A ASPHALT WEARING COURSE 2" VDOT BM 25 ASPHALT BASE COURSE 8" COMPACTED VDOT 21A STONE BASE COMPACTED SUBGRADE P -005 N.T.S. CURB & GUTTER (SEE PLANS); TYP. VDOT CG -12 DETECTABLE WARNING SURFACE (SEE PLANS FOR TYPE); TYP. goo inCl >:€ °og 4 0 LU ° °° SIDEWALK' o °° :.: ° TYP. ° ° ° °e ° ° ° °° 4l TYP. RAISED CURB Cii TYP. CENTERLINE OF CROSSWALK ISLAND (NOSING TO BE STAMPED CONCRETE (BROOM FINISH OR SCENARIO #1- MEDIAN ISLAND BRICK PAVERS ARE OPTIONAL AT OWNER'S REQUEST). SEE NOTES NOTES: REGARDING STAMPING. CROSSWALK STRIPING SHALL CENTER BETWEEN GUTTER PAN CONFORM TO MUTCD SECTION 313.17. ' >> ::::. MARKINGS SHALL BE REFLECTIVE, >, w 000 THERMOPLASTIC AND WHITE. '. SIDEWALK' ggg P FLUORESCENT YELLOW -GREEN oga MAY BE SUBSITUTED FOR WHITE THE APPROVAL OF THE VDOT Pill ONCPUBLIC ROADS; OTHERWISE AT THE OWNER'S DISCRETION. CURB & GUTTER (SEE PLANS); CENTERLINE OF STAMPED CONCRETE - TYP CROSSWALK CONTRACTOR TO STAMP GUTTER PAN WITH L.M. SCOFIELD (DEEP) RUBBER PATTERN THAT SCENARIO #2- STRAIGHT ACROSS RESEMBLES COBBLESTONE APPEARANCE (EXACT PATTERN STYLE TO BE DETERMINED). PATTERN TO BE UNIFORM AND CONSISTENT. CONTACT CURB & GUTTER LANDSCAPE ARCHITECT PRIOR TO INSTALLATION L.M. SCOFIELD (SEE PLANS); SIDEWALK; CONTACT: PATRICK McGINTY NP' TYP. (202) 680.3391. CENTERLINE OF CURB RADIUS VDOT CG -12 DETECTABLE WARNING SURFACE (SEE PLANS - " FOR TYPE ); TYP. CROSSWALK SHIFTED �- 2' TOWARDS STREET TO BETTER STREET CENTER ON CURB RADIUS SCENARIO #3- STREET INTERSECTION 13'� C XOSSWAL S 12 DETAIL P -051 N.T.S. NOTES: 1. DETECTABLE WARNING TO BE CLASS A -3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF CAST -IN -PLACE OR PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A CONTRASTING COLOR WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES). OR FEDERAL SAFETY YELLOW. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED V CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1Yz ". 6. CURB /CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB /CURB AND GUTTER. 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED TO 711. PERMISSIBLE A " -'� CONSTRUCTION-ill # 5 DOWELS, 8" LONG JOINT --j4'-0'.I.- @ 12" C -C 77 MIN 4 v MI 1- _ TANGENT PLAN : MI AM 6 ALTERATIONS 1 MqX A 4' SQUARE LANDING B I B AREA OUTSIDE OF - 2' J TRAVELWAY SHALL BE PROVIDED WITHIN TRUNCATED DOMES HE MARKED A J CROSSWALK AREA 3 _ 8._0 . 4'-0' .. O ui 12:1 MAX. 48:1 MAX. BACK OF CURB U n CROSSWALK 20.1 CROSSWALK U CROSSWALK TYPICAT PLACPMENT 0 DIAGONAL VARIATION AT INTERSECTION SECTION A -A TYPICAL PLACEMENT WITHIN CROSSWALK 2' MIN. PERMISSIBLE AT INTERSECTION (WITH BUFFER STRIP) CONSTRUCTION JOINT WITHIN CROSSWALK DIAGONAL VARIATION TYPE A (PERPENDICULAR) APPLICATION THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES SECTION B -B WIDER SIDEWALK. LANDING (48" WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION, 6 FEET FOR ALTERATIONS. -C DOME 000 O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q�12C 0 0 0 0 0 0 0 0 0 0 0 0 0 2%-000 0 0 00 0000000 c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 iv 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LX " DIA. --i I-- %" DIA. TRUNCATED DOME VARIABLE DETAIL 4' MINIMUM. . PAY LIMITS CG -12 DETECTABLE WARNING SURFACE DETECTABLE WARNING (ACCESS FOR MOBILITY IMPAIRMENTS) DETAIL VIRGINIA DEPARTMENT OF TRANSPORTATION CG-12 DETECTABLE WARNING SURFACE r6 TYPE A (PERPENDICULAR) APPLICATION '\'_1 V DETAIL P -027 N.T.S. NOTES: RISER AND TREAD DIMENSIONS MAY - CHANGE FROM STAIR SET TO STAIR SET- SEE PLAN FOR ACTUAL RISER HT. AND # OF STAIRS Y2" RADIUS, TYP. IA f �m 12 % SECTION #3 REBAR IN NOSE; 2" CLEAR, TYP. j, A:- -' a x 8" EXPANSION JOINT _ WITH %" RECESSED - BACKER ROD AT TOP =1I I- AND BOTTOM OF STAIR :III =III �`e III= SET; CONT., TYP. (I- III - III - III -I I1 =1 - -_ 4" SCHEDULE 40 PVC TO =1 I I -1 I I -1 11 =1 11 =1 I I -1 1I 11= 1111 =1 11=1 I la I-I I 1 -III BE EMBEDDED AT TOP -111=1 I Ed 11 =1 I I -1 I I -I I I= AND BOTTOM of EACH 11= 111 =1 11 =1 11 =1 I PEI I Ed I I STAIR FOR FUTURE = 11111111 111 = 111 -111 -1111 CONDUIT USE 3000 PSI CONCRETE 61' X611 W1%0 WWFOR #4 REBAR @ 12" O.C. (VERT) AND #3 @ 6705.C. (HORIZ) W/ 2" MIN. COVER COMPACTED VDOT #21A STONE BASE, 8" MIN. 95% COMPACTED SUBGRADE 4" SCHEDULE 40 PVC TO BE EMBEDDED AT TOP AND BOTTOM OF EACH STAIR FOR FUTURE CONDUIT USE H -013 N.T.S. 21� t TERRA CONCEPTS, P.C. ,MASTER & SITE PLANNING ENTITLEMENT PROCESSING LANDSCAPE ARCHITECTURE 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434 - 531 -3600 mkeller @terraconceptspc.com t�•a P b CI O z !®1 P C O I.4 '1 b � CdO z b Ali ,1,TH OF I Alan G. Franklin Lic. No. 35326 tiTH OF I r U y Mark E. Keller r Cert No. 0239 U A, Pc4 P E A R G�ti SCALE: SECTION SPACING BETWEEN POSTS TO BE CORE DRILL OR SLEEVE POST HOLES AND SECURE RAILING IN EVEN, MAX. SEPARATION = 4 CONCRETE STAIRS OR RAMPS TREAD LENGTHS. PLACE POSTS WITH QUICK SETTING IN CENTER OF TREAD LENGTH. HYDRAULIC CEMENT. 2. 12 -17 -13 SITE REVIEW 12 GENERIC STAIR RAILING 12 ) SECTION, PLAN S -025 N.T.S. a: TOP OF CURB D SIDEWALK CONCRETE TAPERS FROM 6" TO 3" HEIGHT AT BACK OF CURB RIGHT SIDE RAMP STD CG -2 .a a ••••. •• •••, ,a :•' [6 d . e, IIIIIIIIIIIIIIIIIII �� IIIIIIIIIIIIIIIIIIIIIIIIIIII III SURFACE OF ASPHALT IN HANDICAP PARKING AREA CENTERLINE ASPHALT TAPERS FROM 3" HC RAMP TO 0" HEIGHT ON PARKING LOT SIDE OF CURB 4 6" CJR]B SECTION AT 'S]PLIT HANDICAP RA P 2 _,) SECTION P-oss N.T.S. 1011 QN 12 j SECTION I I A\ \ \ A 2 I100 12 J SECTION VARIES P -059 N.T.S. 1" VDOT SM 9.5A ASPHALT WEARING COURSE 2" VDOT BM 25 ASPHALT BASE COURSE 8" COMPACTED VDOT 21A STONE BASE COMPACTED SUBGRADE P -005 N.T.S. CURB & GUTTER (SEE PLANS); TYP. VDOT CG -12 DETECTABLE WARNING SURFACE (SEE PLANS FOR TYPE); TYP. goo inCl >:€ °og 4 0 LU ° °° SIDEWALK' o °° :.: ° TYP. ° ° ° °e ° ° ° °° 4l TYP. RAISED CURB Cii TYP. CENTERLINE OF CROSSWALK ISLAND (NOSING TO BE STAMPED CONCRETE (BROOM FINISH OR SCENARIO #1- MEDIAN ISLAND BRICK PAVERS ARE OPTIONAL AT OWNER'S REQUEST). SEE NOTES NOTES: REGARDING STAMPING. CROSSWALK STRIPING SHALL CENTER BETWEEN GUTTER PAN CONFORM TO MUTCD SECTION 313.17. ' >> ::::. MARKINGS SHALL BE REFLECTIVE, >, w 000 THERMOPLASTIC AND WHITE. '. SIDEWALK' ggg P FLUORESCENT YELLOW -GREEN oga MAY BE SUBSITUTED FOR WHITE THE APPROVAL OF THE VDOT Pill ONCPUBLIC ROADS; OTHERWISE AT THE OWNER'S DISCRETION. CURB & GUTTER (SEE PLANS); CENTERLINE OF STAMPED CONCRETE - TYP CROSSWALK CONTRACTOR TO STAMP GUTTER PAN WITH L.M. SCOFIELD (DEEP) RUBBER PATTERN THAT SCENARIO #2- STRAIGHT ACROSS RESEMBLES COBBLESTONE APPEARANCE (EXACT PATTERN STYLE TO BE DETERMINED). PATTERN TO BE UNIFORM AND CONSISTENT. CONTACT CURB & GUTTER LANDSCAPE ARCHITECT PRIOR TO INSTALLATION L.M. SCOFIELD (SEE PLANS); SIDEWALK; CONTACT: PATRICK McGINTY NP' TYP. (202) 680.3391. CENTERLINE OF CURB RADIUS VDOT CG -12 DETECTABLE WARNING SURFACE (SEE PLANS - " FOR TYPE ); TYP. CROSSWALK SHIFTED �- 2' TOWARDS STREET TO BETTER STREET CENTER ON CURB RADIUS SCENARIO #3- STREET INTERSECTION 13'� C XOSSWAL S 12 DETAIL P -051 N.T.S. NOTES: 1. DETECTABLE WARNING TO BE CLASS A -3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF CAST -IN -PLACE OR PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A CONTRASTING COLOR WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES). OR FEDERAL SAFETY YELLOW. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED V CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1Yz ". 6. CURB /CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB /CURB AND GUTTER. 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED TO 711. PERMISSIBLE A " -'� CONSTRUCTION-ill # 5 DOWELS, 8" LONG JOINT --j4'-0'.I.- @ 12" C -C 77 MIN 4 v MI 1- _ TANGENT PLAN : MI AM 6 ALTERATIONS 1 MqX A 4' SQUARE LANDING B I B AREA OUTSIDE OF - 2' J TRAVELWAY SHALL BE PROVIDED WITHIN TRUNCATED DOMES HE MARKED A J CROSSWALK AREA 3 _ 8._0 . 4'-0' .. O ui 12:1 MAX. 48:1 MAX. BACK OF CURB U n CROSSWALK 20.1 CROSSWALK U CROSSWALK TYPICAT PLACPMENT 0 DIAGONAL VARIATION AT INTERSECTION SECTION A -A TYPICAL PLACEMENT WITHIN CROSSWALK 2' MIN. PERMISSIBLE AT INTERSECTION (WITH BUFFER STRIP) CONSTRUCTION JOINT WITHIN CROSSWALK DIAGONAL VARIATION TYPE A (PERPENDICULAR) APPLICATION THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES SECTION B -B WIDER SIDEWALK. LANDING (48" WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION, 6 FEET FOR ALTERATIONS. -C DOME 000 O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q�12C 0 0 0 0 0 0 0 0 0 0 0 0 0 2%-000 0 0 00 0000000 c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 iv 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LX " DIA. --i I-- %" DIA. TRUNCATED DOME VARIABLE DETAIL 4' MINIMUM. . PAY LIMITS CG -12 DETECTABLE WARNING SURFACE DETECTABLE WARNING (ACCESS FOR MOBILITY IMPAIRMENTS) DETAIL VIRGINIA DEPARTMENT OF TRANSPORTATION CG-12 DETECTABLE WARNING SURFACE r6 TYPE A (PERPENDICULAR) APPLICATION '\'_1 V DETAIL P -027 N.T.S. NOTES: RISER AND TREAD DIMENSIONS MAY - CHANGE FROM STAIR SET TO STAIR SET- SEE PLAN FOR ACTUAL RISER HT. AND # OF STAIRS Y2" RADIUS, TYP. IA f �m 12 % SECTION #3 REBAR IN NOSE; 2" CLEAR, TYP. j, A:- -' a x 8" EXPANSION JOINT _ WITH %" RECESSED - BACKER ROD AT TOP =1I I- AND BOTTOM OF STAIR :III =III �`e III= SET; CONT., TYP. (I- III - III - III -I I1 =1 - -_ 4" SCHEDULE 40 PVC TO =1 I I -1 I I -1 11 =1 11 =1 I I -1 1I 11= 1111 =1 11=1 I la I-I I 1 -III BE EMBEDDED AT TOP -111=1 I Ed 11 =1 I I -1 I I -I I I= AND BOTTOM of EACH 11= 111 =1 11 =1 11 =1 I PEI I Ed I I STAIR FOR FUTURE = 11111111 111 = 111 -111 -1111 CONDUIT USE 3000 PSI CONCRETE 61' X611 W1%0 WWFOR #4 REBAR @ 12" O.C. (VERT) AND #3 @ 6705.C. (HORIZ) W/ 2" MIN. COVER COMPACTED VDOT #21A STONE BASE, 8" MIN. 95% COMPACTED SUBGRADE 4" SCHEDULE 40 PVC TO BE EMBEDDED AT TOP AND BOTTOM OF EACH STAIR FOR FUTURE CONDUIT USE H -013 N.T.S. 21� t TERRA CONCEPTS, P.C. ,MASTER & SITE PLANNING ENTITLEMENT PROCESSING LANDSCAPE ARCHITECTURE 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434 - 531 -3600 mkeller @terraconceptspc.com t�•a P b CI O z !®1 P C O I.4 '1 b � CdO z b Ali ,1,TH OF I Alan G. Franklin Lic. No. 35326 tiTH OF I r U y Mark E. Keller r Cert No. 0239 U A, Pc4 P E A R G�ti SCALE: I " =2®' SUBMITED: 4 -I2 -I3 DRAWN BY: MEIN REVISIONS: 1. 7 -19 -13 SITE REVIEW 2. 12 -17 -13 SITE REVIEW 3. 2 -10 -14 SITE REVIEW 4. 5 -8 -14 SITE REVIEW All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. © TERRA CONCEPTS, P.C. VIRGINIA DEPARTMENT OF TRANSPORTATION NOTES: 1. ALL BOLTS, NUTS, WASHERS, AND OTHER STEEL ITEMS ARE TO BE GALVANIZED. 2. ALTERNATE TYPE POSTS AND BLOCKOUT MAY BE INTERCHANGED ON ANY ONE PROJECT WITH THE RESTRICTION THAT THE SAME TYPE OF POST AND BLOCKOUT MUST BE USED IN ANY SINGLE RUN GUARDRAIL. 3. FOR DETAILS OF GUARDRAIL ELEMENT SPLICE JOINT. HARDWARE, ETC. SEE SHEET NOS. 502.01 & 501.02. 4. THE GUARDRAIL AND MEDIAN BARRIER COMPONENTS DEPICTED IN A.R.T.B.A. TECHNICAL BULLETIN NUMBER 268B MAY BE SUBSTITUTED IF INTERCHANGEABLE WITH THE STANDARDS FOR GUARDRAIL (GR) OR MEDIAN BARRIER (MB) AND APPROVED BY THE ENGINEER. 5. DRIVE NAIL WITHIN 2" OF THE TOP OF BOTTOM OF BLOCKOUT AFTER 5/8" X 18 BOLT IS INSTALLED. 6. STANDARD WASHER TO BE USED ON LAST 50' OF RUN OFF END ONLY. POST MAY BE HOT ROLLED OR WELDED. 1 -3/4" 1 811 1 M = II'IME 6 "x 8 "x1' -2" TREATED PINE BLOCK OR 6° RECYCLED MATERIAL. 8" H" HOLES CV —1_ vl (V _11 I \ 111314,011011 ' A \ I 9419410 I'061 I,� n NOTE: FOOTING DESIGN TO BE VERIFIED BY STRUCTURAL CONSULTANT FOR ACTUAL SOIL CONDITIONS PRIOR TO INSTALLATION C� e- Z I- j U) 0 W J cn 2 2 0 Ur W W W = J J o- O a. o- O af U0_ z z � zo L6 4 SEE PLANS FOR DETAILS ON POST AND FIXTURE ACCESS PANEL (IF APPLICABLE) RIGID GALV. CONDUIT ANCHOR BOLTS TO BE SUPPLIED BY Z a MANUFACTURER CV d e a SCH. 40 PVC CONDUIT, 2" MIN. a CONCRETE BASE ON 1.5' MIN. DIA. COMPACTED SUBGRADE; 2000 PSI. MIN. 5 _� LIGHT FIXTURE FOOTING 13 )SECTION S -009 N.T.S. COVER BOLT PLATE REBAR- (6) #6 W/ #3 TIES @ 12" O.C. (EXCEPT @ 3" O.C. FOR TOP 2 TIES) # 6 GROUNDING WIRE FINISH QRADE 1!' 50 !'' \ �. ! \ I A 01 1 II " " 4 -12 -13 6 "x8 "x1' -2" Q 00 REVISIONS: Q 5J8 x10 J TREATED PINE —� 2. 12 -17 -13 SITE REVIEW ,. �- - - - BOLT BLOCK OR r t RECYCLED W PLATE I W AT NON AT { SPLICE fi IM1 W6x8.5 OR �vr, — oczI,, 1� - LOCATIONS ROLM W6x9 POST CENTERS Z REQUIRED M. cvc —or1rr WITH 3: ° STEEL OPTIONAL HOLE , `o BLOCKOUT. TO FACILITATE -. 3376 GALVANIZING 3395 HOLES IN POSTS 33F3 # __ Aeo�s¢r � peo'ssrat Jaeottstat AND BRACKETS arew/_111*alp r :_ arart.apyawip �` -- ti .. TO BE 3/4 " DIA. I \ 111314,011011 ' A \ I 9419410 I'061 I,� n NOTE: FOOTING DESIGN TO BE VERIFIED BY STRUCTURAL CONSULTANT FOR ACTUAL SOIL CONDITIONS PRIOR TO INSTALLATION C� e- Z I- j U) 0 W J cn 2 2 0 Ur W W W = J J o- O a. o- O af U0_ z z � zo L6 4 SEE PLANS FOR DETAILS ON POST AND FIXTURE ACCESS PANEL (IF APPLICABLE) RIGID GALV. CONDUIT ANCHOR BOLTS TO BE SUPPLIED BY Z a MANUFACTURER CV d e a SCH. 40 PVC CONDUIT, 2" MIN. a CONCRETE BASE ON 1.5' MIN. DIA. COMPACTED SUBGRADE; 2000 PSI. MIN. 5 _� LIGHT FIXTURE FOOTING 13 )SECTION S -009 N.T.S. COVER BOLT PLATE REBAR- (6) #6 W/ #3 TIES @ 12" O.C. (EXCEPT @ 3" O.C. FOR TOP 2 TIES) # 6 GROUNDING WIRE FINISH QRADE 1!' 50 !'' \ �. ! \ I A 01 1 MANUFACTURER: SALSBURY INDUSTRIES (800) 624 -5269 3/4" X 10' GROUNDING MODEL: 3316 MOUNTED ON A PEDESTAL ROD (COPPER CLAD ( #3385) (OR EQUAL) STEEL OR COPPER) COLOR: STANDARD # OF BOX UNITS: AS STATED ON PLANS L -016 N.T.S. 110 OUT I .1 \) I I IUNA) S -015 N.T.S. NOTE: CONTRACTOR TO PROVIDE ANCHOR BOLTS AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS CONTRACTOR TO SET CONCRETE PAD PRIOR TO INSTALLATION (2000 PSI MAX.) S -059 N.T.S. ? =20' SI.JEMITED: 4 -12 -13 DRAWN BY: 00 REVISIONS: J ZD to 2. 12 -17 -13 SITE REVIEW ,. �- - - - 3. 2 -10 -14 SITE REVIEW 4. 5 -8 -14 SITE REVIEW r t { fi IM1 �vr, — oczI,, ROLM POST CENTERS M. cvc —or1rr 3: a * , 1 -. 3376 = 3373 3395 33&5 33F3 # __ Aeo�s¢r � peo'ssrat Jaeottstat oz�sfymmMy �' arew/_111*alp r :_ arart.apyawip �` -- ti .. CLUSTER BOXUNITS - MONTLOAOIFT;. US.v.S.APPROVEO CLUSTER MY. UNIT OPTIONS :A; • RA. A. 3708 $Do=s TYPor_CEU �J- A'•miva,rc ''P.• S .^ - 's...�.ir"'�aiivi$4' Yir3 2&la'A al-WHx 17.330 99112. $1,14000 ,z•W,rxx,ry �� �Nm •M»w•rwr.sate.na�xts t+asas. rra.aa T � w».w. Yl • -�r -1 � nl a a,gatgmakr.aVw4 17•Wx7Jrxtrp Or 17.7tr Wx1'A - Osm. *741" . 1 RJ ps rol7axsav -nl tx, x,Yxxts'P � 1119' Wx10•Nx1f-•@ Mt2 12 Dom -Typm E . 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NOTE: CONTRACTOR TO PROVIDE ANCHOR BOLTS AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS CONTRACTOR TO SET CONCRETE PAD PRIOR TO INSTALLATION (2000 PSI MAX.) S -059 N.T.S. CHESTERFIELD 5' HIGH / 8' WIDE c C 0 cD ti 0 POST CENTERS 1n 4 -� FENCE ]FOOTIN 5X5 -96g CHESTERFIELD 6' HIGH / 8' WIDE ? =20' SI.JEMITED: 4 -12 -13 DRAWN BY: 00 REVISIONS: J ZD to 2. 12 -17 -13 SITE REVIEW 3. 2 -10 -14 SITE REVIEW 4. 5 -8 -14 SITE REVIEW r POST CENTERS �vr, — oczI,, POST CENTERS cvc —or1rr CHESTERFIELD 5' HIGH / 8' WIDE c C 0 cD ti 0 POST CENTERS 1n 4 -� FENCE ]FOOTIN 5X5 -96g CHESTERFIELD 6' HIGH / 8' WIDE ? =20' SI.JEMITED: 4 -12 -13 DRAWN BY: 00 REVISIONS: J 2. 12 -17 -13 SITE REVIEW 3. 2 -10 -14 SITE REVIEW 4. 5 -8 -14 SITE REVIEW POST CENTERS �vr, — oczI,, 5X5 -96g CHESTERFIELD 6' HIGH / 8' WIDE _ ' — -- 0 CHESTERFIELD 4' HIGH / 8' WIDE NOTES: 1. FENCE COLOR: WHITE CAP STYLE: NEW ENGLAND FLAT 2. BUFFTECH, 2525 WALDEN AVENUE, BUFFALO, NEW YORK 14225,1-800-333-0569, PHONE: (716) 685 -1600, FAX: (716) 685 -1172, www.bufftech.com 3 � CHESTERFIELD VI1�TI'L F]EI�TCII�TG ]�3 IDETAIL S -008 N.T.S. s u C s DETAIL G POST; SET PLUMB FINISH GRADE; SEE PLANS FOR DETAILS SAKCRETE /CONCRETE FOOTER; 1" CHAMFERED TOP; 4" CLEAR ALL SIDES; 2800 PSI MIN. VDOT #57 CRUSHED STONE; WASHED SUBGRADE; SEE PLANS FOR DETAILS S -021 N.T.S. z /2�►1t4 TERRA CONCEPTS, CJLAJL ACS, P. C• MASTER & SITE PLANNING ENTITLEMENT PROCESSING LANDSCAPE ARCHITECTURE 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434 - 531 -3600 mkeller @terraconceptspc.com PH ® �' �T4 �,I.,TH OF Alan G. Franklin Lc. No. 35326 w3 K�S'91ONAL VV H Op f Mark E. Keller r Cert. No. 0239 �c9 P E A R G�ti SCALE: ? =20' SI.JEMITED: 4 -12 -13 DRAWN BY: 00 REVISIONS: J 2. 12 -17 -13 SITE REVIEW 3. 2 -10 -14 SITE REVIEW 4. 5 -8 -14 SITE REVIEW POST CENTERS �vr, — oczI,, _ ' — -- 0 CHESTERFIELD 4' HIGH / 8' WIDE NOTES: 1. FENCE COLOR: WHITE CAP STYLE: NEW ENGLAND FLAT 2. BUFFTECH, 2525 WALDEN AVENUE, BUFFALO, NEW YORK 14225,1-800-333-0569, PHONE: (716) 685 -1600, FAX: (716) 685 -1172, www.bufftech.com 3 � CHESTERFIELD VI1�TI'L F]EI�TCII�TG ]�3 IDETAIL S -008 N.T.S. s u C s DETAIL G POST; SET PLUMB FINISH GRADE; SEE PLANS FOR DETAILS SAKCRETE /CONCRETE FOOTER; 1" CHAMFERED TOP; 4" CLEAR ALL SIDES; 2800 PSI MIN. VDOT #57 CRUSHED STONE; WASHED SUBGRADE; SEE PLANS FOR DETAILS S -021 N.T.S. z /2�►1t4 TERRA CONCEPTS, CJLAJL ACS, P. C• MASTER & SITE PLANNING ENTITLEMENT PROCESSING LANDSCAPE ARCHITECTURE 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434 - 531 -3600 mkeller @terraconceptspc.com PH ® �' �T4 �,I.,TH OF Alan G. Franklin Lc. No. 35326 w3 K�S'91ONAL VV H Op f Mark E. Keller r Cert. No. 0239 �c9 P E A R G�ti SCALE: ? =20' SI.JEMITED: 4 -12 -13 DRAWN BY: MEIN REVISIONS: 1. 7 -19 -13 SITE REVIEW 2. 12 -17 -13 SITE REVIEW 3. 2 -10 -14 SITE REVIEW 4. 5 -8 -14 SITE REVIEW All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Tema Concepts, P.C. Also, these plans may not be assigned to a third party without first written authorization of Terra Concepts, P.C. ® TERRA CONCEPTS, P.C. SHEET OF