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HomeMy WebLinkAboutARB200600124 Plan - Approved Final Site Plan and Comps. 2007-02-01mm W WATER LINE (EX. I PROP.) WVO WMO WATER VALVE / METER FHA} FIRE HYDRANT YH-(- YARD HYDRANT BOAC BLOW -OFF ASSEMBLY SS SANITARY SEWER LINE (EX. / PROP.) CO a CLEANOUT MH- MANHOLE SD STORM LINE (EX. / PROP.) DI r-'70 STORM INLET YD ® YARD DRAIN DS o DOWNSPOUT G GAS LINE (EX, / PROP.) GVO GMO GAS VALVE / METER - OHE OVERHEAD ELECTRIC (EX. / PROP.) UGE - UNDERGROUND ELECTRIC (EX. / PROP.) PRG POWER POLE LP-(�' LIGHT POLE GUYe GUY WIRE EM— ELECTRIC METER ® TRANSFORMER OHT OVERHEAD COMMUNICATIONS (EX. / PROP.) UGT UNDERGROUND COMMUNICATIONS (EX. / PROP.) PED 0 UTILITY PEDESTAL SWM / DWM o/A SINGLE / DOUBLE WATER METER GV N GATE VALVE BOA o BLOW OFF ASSEMBLY VICE] V)= 3109 CITY M ID AN '"D PIN i 1 i i / /-a- PREPARED _xjPr. /N_r ;I 1 P , ,`PARED BY: IT T3 T3 I" it ILXIXA CONCEPTS, PC CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHAR ILO"1°TESV IL LE, VIRGINIA 22902 Ply. 434-295-4005 FAX 434-295-2103 -REVISIONS REV 1D.A.TITE DESCRIPTION SHEETS REVISED 0 11/6/06 BOUNDARY / RIGHT-OF-WAY LINE I I2/14/06 I.F. IRON PIN FOUND I.S. IRON PIN SET RETAINING AND DUMPSTE R WALL, COLORS SETBACK LINE LIGHTING REVISIONS 2 12/21/06 EASEMENT LIMITS LOCATION, UPDATE DETAILS CENTERLINE RAISE REF. WALL, T ABOVE GRADE CONTOUR LINE (EX. /PROP.) E---3:1— <-2.507j- DEGREE / DIRECTION OF SLOPE 479..70+ SPOT ELEVATION HP HIGH POINT LP LOW POINT DITCH / SWALE - WATER COURSE C.LARIEY I.,IGHTI_NG DETAILS BM* BENCHMARK CG -2 VDOT STD, HEADER CURB ,CG -6 VDOT STD. CURB & GUTTER CG -12 VDOT STD, HANDICAP RAMP HC HANDICAP PARKING SYMBOL DIP DUCTILE IRON PIPE RCP REINFORCED CONCRETE PIPE GMP CORRUGATED METAL PIPE PVC POLYVINYLCHLORIDE PIPE HDPE HIGH-DENSITY POLYETHYLINE PIPE VC VITRIFIED CLAY PIPE FFE FINISHED FLOOR ELEVATION TBR TO BE REMOVED TBT TO BE TRANSPLANTED TSS TO BE SAVED VICE] V)= 3109 CITY M ID AN '"D PIN i 1 i i / /-a- PREPARED _xjPr. /N_r ;I 1 P , ,`PARED BY: IT T3 T3 I" it ILXIXA CONCEPTS, PC CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHAR ILO"1°TESV IL LE, VIRGINIA 22902 Ply. 434-295-4005 FAX 434-295-2103 -REVISIONS REV 1D.A.TITE DESCRIPTION SHEETS REVISED 0 11/6/06 INITIAL SUBMITTAL I I2/14/06 ARB C:OlVMENTRESPOiNSE ADD/SHIFT PROP. LANDSCAPE AND SPECIFY RETAINING AND DUMPSTE R WALL, COLORS LIGHTING REVISIONS 2 12/21/06 AC:SA COMMENTS; EDIT NOTES, ADJUST HYDRANT LOCATION, UPDATE DETAILS 3 12/27/06 RAISE REF. WALL, T ABOVE GRADE CHANGE GUARDRAIL, TO HANDRAIL ADD MITIGATION PLAN SHEET ADD IS -1 LABEL, ON STORM PROFILES CHANGE HC-RA__MPS IN VDOT RO TO CG -12B CHANGE ITE 240 PAVING SECTION MOVE DROP. POWER POLE OUT OF SIGHT LINE CLARIFY FI , IGHTING POLE HEIGHT C.LARIEY I.,IGHTI_NG DETAILS ADJUST LANDSCAPE REQUIREMENTS C ALG. CLARIFY IDUM PSTER WALL DETAIL ALL 4,5,7,16918-20 1-3,5,9,20,21 4,5 4-,S 6 4,5 18,19 18,19 16 7 I CERTIFY THAT THESE FINAL PLANS MEET THE REQUIREMENTS OF THE ALBEMARLE COUNTY ZONING ORDINANCE, THE WATER PROTECTION ORDINANCE, THE SUBDIVISION ORDINANCE, AND THE DESIGN STANDARDS MANUAL, AND ARE PREPARED IN ACCORDANCE WITH THE ENGINEERING EXPEDITED REVIEW FINAL PLANS CHECKLIST. , ". � z ____ /2- -?y - e(e SIGNATURE DATE SHEET WINDEX S- HEET 2 SHEET3 SHEET 4 SHEErI' 5 SHEET'/ SHEET 16 S FIIiET 17 SHEET 18 SHEET 19 SHEET 20 SHEET 23 NOTES EXISTING CONDITIONS PLAN SITE & PRIVATE ROAD LAYOUT & SIGNAG'E PLAN SITE & PRIVATE ROAD GRADING, (DRAINAGE, & UTILITY :PLAN SITE & RETAINING WALL DETAILS LAN]CDSC'ARE, PLAN LANDSCAPE DETAILS PHOTOMETRIC PLAN LIGHTING DETAILS LIGHTING DETAILS .MITIGATION PLAN t Al ranklin I_,ic. No. 35326 12- _2- ONAIL Am op Steven W. Edwards l ic. No. 0931 " `r , Mil PLANNING/ZONING ENGINEER BUILDING OFFICIAL, ARCHITECTURAL REVIEW BOARD EIDE OFFICIAL, AC°S.A VDOT j � F {Fye.�$.'.kc::.v Jc.^ J i,�ju)j�/Jwj�, \✓ iV • ..✓ S 'Ell GENERAL NOTES: PERFORMANCE STANDARDS: 1. ALL SITE WORK AND ALL IMPROVEMENTS SHOWN ON THESE PLANS ARE REQUIRED TO BE PERFORMED AND / OR INSTALLED, UNLESS SPECIFICALLY ITEMIZED AS "NOT INCLUDED IN CONTRACT" IN THE OWNER / CONTRACTOR AGREEMENT, THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND / OR INSTALLING ALL SITE WORK AND IMPROVEMENTS SHOWN ON THESE DRAWINGS, INCLUDING ANCILLARY EFFORTS AND WORK NORMALLY ASSOCIATED WITH SPECIFIED IMPROVEMENTS. 2. CALL MISS UTILITY (1-800-552-7001) PRIOR TO ANY LAND DISTURBING ACTIVITY, UTILITIES SHOWN ON THESE PLANS ARE REPRESENTATIONS OF DATA MADE AVAILABLE TO THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD CONFIRMED. EXPLORATORY EXCAVATIONS MAY BE NECESSARY TO CONFIRM THE EXISTENCE OR NON-EXISTENCE OF CERTAIN UNDERGROUND FEATURES. 3. THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES PRIOR TO COMMENCING THE WORK AND SCHEDULE / ATTEND ALL REQUIRED PRE -CONSTRUCTION MEETINGS. THE CONTRACTOR SHALL CONFIRM THAT ALL BONDS HAVE BEEN POSTED AND PULL ALL PERMITS, THE CONTRACTOR SHALL MAINTAIN THE PERMITS AND AN APPROVED SET OF THESE WORKING DRAWINGS AND PROJECT SPECIFICATIONS ON-SITE AT ALL TIMES. 4, THE CONTRACTOR SHALL ENSURE THAT HIS / HER WORK IS PROPERLY COORDINATED WITH THAT OF THE OTHER TRADES ON-SITE. 5. UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONDITIONS THAT CONFLICT WITH THE PROPER EXECUTION OF THESE PLANS. THE 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 OF THE ENGINEER. 6, THE SITE WORK IS TO BE LAID -OUT ACCORDING TO THE DIMENSIONS ON THESE PLANS, SCALING OF THE PLANS IS NOT ACCEPTABLE. CONTACT ENGINEER IF THERE ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK. BECAUSE ARCHITECTURAL DESIGN MANY TIMES CONTINUES AFTER SITE PLAN APPROVAL, STRUCTURAL INFORMATION REFLECTED ON THESE DRAWINGS MAY NOT REPRESENT FINAL ARCHITECTURAL DIMENSIONS. PRIOR TO STAKEOUT OF ANY STRUCTURES, SURVEYOR AND / OR CONTRACTOR SHALL OBTAIN FINAL ARCHITECTURAL DRAWINGS AND CONSULT WITH ENGINEER REGARDING EXACT PLACEMENT OF BUILDINGS ON SITE. 7. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND FEATURES REPRESENTED ON THESE PLANS TO THE BEST OF HIS / HER ABILITY. THE CONTRACTOR SHALL ALSO VERIFY, BY STAKEOUT, THE RELATIONSHIP OF ALL MAJOR SITE IMPROVEMENTS TO EXISTING SITE CONDITIONS AND FEATURES AND NOTIFY ENGINEER OF ANY DISCREPANCIES, ERRORS AND OMISSIONS BEFORE PROCEEDING WITH THE WORK, 8. THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR SITE CONDITIONS, THE SAFETY OF HIS / HER WORKERS AND THOSE ASSISTING HIM / HER WITH SUPPLYING OR EXECUTING THE WORK, AND THE SECURITY OF PROPERTY HE / 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 RESPONSIBLE FOR SECURING THE PROPERTY OF THE BUILDING CONTRACTOR OR THEIR ASSOCIATED TRADES. HOWEVER, CONTRACTOR IS REQUIRED TO MAINTAIN A CLEAT-#, ORGANIZED AND SAFE SITE, AND IS THE FINAL AUTHORITY AS TO THE LOCATION, PLACEMENT OR STORAGE OF ANY AND ALL MATERIALS, EQUIPMENT, VEHICLES AND TEMPORARY STRUCTURES USIED DURING CONSTRUCTION. NEITHER THE OWNER NOR ENGINEER SHALL BE HELD RESPONSIBLE FOR THEFT, DAMAGE OR INJURY ON-SITE DURi�r'_" CONSTRUCTION UNLESS IT IS DUE TO TO THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 9, THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND DEMARCATE THEM CLEARLY PRIOR TO COMMENCING GRADING OF THE SITE, ALSO, THE CONTRACTOR SHALL INSTALL ALL SEDIMENT AND EROSION CONTROL MEASURES THAT CAN LOGISTICALLY BE PLACED BEFORE GRADING COMMENCES. 1Q.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. 11. 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 OR THOSE ASSISTING HIM / HER IN THE EXECUTION OF THE WORK SHALL BE BORNE BY THE CONTRACTOR. 12, USE OF EXPLOSIVES IS EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE. IIF PERMITTED, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ENGINEER PRIOR TO STORING OR USING EXPLOSIVES ON-SITE. 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. 13. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN, AS DRAWN, MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR, THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 14, CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART OF THE REQUIRED PRE -CONSTRUCTION CONFERENCE. �UALlTATIVE STANDARDS' 1. ALL UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DISPOSITION DETERMINED BY THE OWNER',NHILE 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 SEW`. -RAGE 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. THE CONTRACTOR SHALL NOT BE RELEASED FROM RESPONSIBILITY FOR STABILIZATION OF THE PROPERTY UNTIL THE LOCAL AUTHORITY OR AGENT ISSUES FINAL APPROVAL RIND AUTHORIZES DECOMMiSI'. ,-11NG OF EROSION CONTROL MEASURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING THE EROSION CONTROL BOND, 4. ALL SLOPES AND DISTURBED AREAS ARE TO FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 1:1(HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 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 STABLIZATIQN SHALL ALSO BE APPROVED BY ENGINEER. 7. FOR SPECIFICS REGARDING ASPHALT AND CONCRETE PAVING REFER TO DETAILS. 8. FOR SPECIFICS REGARDING SPECIALTY PAVING REFER TO DETAILS. 9. ALL CURBING SHALL BE VDOT STANDARD CG -2, UNLESS OTHERWISE NOTED. ALL PARKING SPACES MARKED "HC" ARE TO BE DESIGNATED FOR HANDICAP PARKING VIA THE USE OF SIGNS AND PAINT SYMBOLS. THEY ARE TO BE 8'X 18' AND ADJACENT TO A 5'X 18' PAINT -OUT AISLE. ALL VAN ACCESSIBLE SPACES SHALL BE 8'X 18' AND ADJACENT TO 8' X 18' PAINT -OUT AISLE. 10. SAFETY RAILING TO BE PROVIDED FOR ALL WALLS HIGHER THAN 4'. 11, LOADING AND DUMPSTER AREAS SHALL BE ACCESSIBLE AT ALL TIMES AND ARE NOT TO BE LOCATED BEHIND,=NY PARKING SPACES. 12, PARKING TO BE 9'x 18'x 24' OR 10'x 18'x 20'. PARKING STALLS MAY BE REDUCED TO 16WHERE A ROCK OVERHANG IS POSSIBLE, 13. PARALLEL PARKING SPACES TO BE 9'x 20' WITH A 20' MINIMUM AISLE WIDTH. 14, LOADING SPACES TO BE 12'x 25' WITH A 24' MINIMUM AISLE WIDTH. 15, ONE-WAY AISLES SHALL HAVE A MINIMUM WIDTH OF 12'. 16. PARKING AREAS ARE NOT TO EXCEED 5% GRADE IN .ANY DIRECTION. 17, DUMPSTER PADS TO BE 1O' x 10'. AN ADDITIONAL 8' IS REQUIRED IN FRONT FOR WVHEEL BEARING, TOTAL DEPTH IS 18'. 18. DUMPSTER PADS TO BE A MINIMUM OF 4" STONE BASE AND 6" CONCRETE OF 40(00 PSI AT 28 DAYS, OR STRONGER, REINFORCED WITH A MINIMUM GRID OF #4 BARS AT 12" ON CENTER, OR STRONGER, 19, SIDEWALKS TO BE A MINIMUM WIDTH OF 5', EXCLUDING CURB, WITH A 4" CONCRETE SURFACE (3000 PSI AT 28 DAYS, OR STRONGER), 4" 21-A STONE BASE, WITH UNDERDRAINS (UD -4, ETC.) PER VDOT STANDARDS. 20. 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 ADS N-12 OR EQUAL WIVDOT STANDARD PBA BEDDING. ALL PVC CONDUIT SHALL BE SCHEDULE 40. 21. ALL ROOF DRAINS, UNLESS OTHERWISED NOTED, ARE TO BE, DIRECTED TO PROPOSED PAVED SURFACES SO THAT RUN-OFF CAN BE DIRECTED TO STORMWATER QUALITY FEATURES PRIOR TO ENTRY INTO THE PROPOSED STORM SEWERAGE SYSTEM, THE CONTRACTOR IS RESPONSIBLE FOR TYING ALL ROOF LEADERS INTO A MEANS OF TRANSITION INTO THE SITE STORM SEWERAGE PROGRAM. 22, ALL WATERLINE IS TO BE CLASS 52 D,I,P UNLESS OTHERWISE SPECIFIED. ALL WATER SERVICE LATERAL TO BE TYPE' K' COPPER TUBING AS A MINIMUM. 23. ALL SANITARY SEWER LATERALS TO BE OF SCHEDULE 40 PVC AS A MINIMUM. WATER AND SEWER: 1. WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2, THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON His OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3, ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY, 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. ,SEE PROJECT DATA FOR MORE DETAILED DESCRIPTION. 5, THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSI DE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. A MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS. THE DATA RECORDED SHALL BE IN ACCORDANCE WITH THE CITY/COUNTY REQUIREMENTS AS SPECIFIED LATEST EDITION CHECKLIST. GENERAL CONSTRUCTION UN ENGINEERINGN N NOTES: ALBEMARLE COUNTY 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF 'WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS IOF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION, 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. HORi ONT L:VERTICAL . WHERE REASONABLY OBTAINABLE 5, THE MAXIMUM ALLOWABLE SLOPE !S 2:1 ( Z A ) , LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6, PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. T ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8, UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS 111. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926), ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR STREETS: 1, CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 3, SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY, ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY, WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C), 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 7, COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO.. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11, THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12,VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13.A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AIND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VD(OT OR COUNTY INSPECTOR PRESENT. 1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2002. 2, VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED 2001. 3. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992. 4.INSTIT TE F TRANSPORTATIONION ENGINEERS {ITE MANUAL) TRGENERATION,RATION 7TH EDITION. 5. VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS. 6. ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS REGULATING THE CONSTRUCTION AND EXPANSION OF THE WATER AND SEWER SYSTEMS WITHIN THE COUNTY OF ALBEMARLE, VIRGINIA, DATED 2005. SITE-SPECIFIC NOTES: 1. THIS PROJECT LIES WITHIN THE WATERSHED OF THE SOUTH FORK RIVANINA RESERVOIR WATERSHED. 2. NONE OF THE SUBJECT PROPERTY LIES WITHIN THE DESIGNATED 100 -YEAR FLOOD PLAIN (ZONE C), FEMA MAP 510006 0180B. 3. THE EXISTING VEGETATION OF THE SUBJECT SITE IS PREDOMINANTLY VOLUNTEER HARDWOOD TREES. 4. 5' (EXCLUSIVE OF CURB) MINIMUM WIDE CONCRETE SIDEWALKS SHALL PROVIDE PEDESTRIAN ACCESS THROUGHOUT THE SITE AS SHOWN. 5. TRASH SHALL BE PLACED IN DUMPSTERS AND COLLECTED PRIVATELY. DUMPSTER NOT REQUIRED FOR BANK SITE. 6. ALL SIGNAGE / SITE IDENTIFICATION DESIRED FOR THE DEVELOPMENT SMALL BE SUBMITTED AND FILED SEPARATELY BY THE OWNER I DEVELOPER, 7. EASEMENTS HAVE BEEN SHOWN AS PART OF THIS SITE PLAN BUT WILL BIE RECORDED AT THE TIME OF FINAL SITE PLAN APPROVAL, 8. THIS PROJECT WILL BE DEVELOPED IN TWO PHASES. 9. CONTRACTOR SHALL IDENTIFY AND REMOVE ANY ABANDONED SEPTIC TANK AND DRAIN FIELD. TAIRKING STA,: USE SF EQUATION . REQUI RED BANK 3,090 11250 GSF 12 MAGISTERIAL DISTRICT: WHITE HALL 909 Ci GSF + 900 (25 PER DRIVE-7'HR(J f41) _. NA COMMERCIAL 19,320_V200 NSF (NSF = GSF x 80%) 77 _ CCDM. LOADING', NA 1/1's-'8, 000 SF + 1 PER ADDITIONAL 20, 200 SF) 1 DRINKING WATER WATERSHED: SOUTH FORK RIVANNA WATERSHED DISTRICT t6 AL: 89 + (1) LOADING SPACE WAIVER /VARIANCE REQUESTS: ADMINiSTRATIVtLY BY S AFF iNFMAY 2006 OR ON 04-06 BY THE BOARD OF SUPERVISOR . EITHER PROVIDED. 90 + (1) LOADING SPACE TINIP GENERATION ESTIMATES: CODE LAND USE AVVGP. WEEKDAY AADM, STREET PEAKS SATURDAY SUNDAY TRIPM 710 GENERAL OFFICE 11.01 1.55 1.49 2.37 0.98 (PER 1000 G.F.A.) 912 DRIVE-IN BANK (PER 1000 G.F.A.) CODE LAND USE 710 OFFICE: 19,320 SF 912 DRIVE-IN BANK: 3,090 SF 246.49 31.99 53,46 AVVIGE.SWEEKDAY AADMJ, STREET PEAKS TRPM 215 30 29 N 96 160 71.21 22.15 SATURDAY SUNDAY 46 19 214 66 DEVELOPER: WEATHER HILL DEVELOPMENT, LLC, 703 E. JEFFERSON ST., CVILLE, VA 22902, (T) 434-296-9484, (F) 434-296-2560, CONTACT: FRANK POHL PROPERTY OWNER: SAME AS ABOVE TAX MAP / PARCEL #: 56A2-1-30 MAGISTERIAL DISTRICT: WHITE HALL PROPERTY ADDRESS: NA PROPERTY SIZE: 3,660 ACRES CURRENT ZONING: C-1, ENTRANCE CORRIDOR + OVERLAY PROPOSED ZONING: C-1, ENTRANCE CORRIDOR OVERLAY COMPREHENSIVE PLAN: RURAL AREAS (WITHIN THE CROZET DEVELOPMENT AREA) DRINKING WATER WATERSHED: SOUTH FORK RIVANNA WATERSHED DISTRICT PROFFERS: NIA WAIVER /VARIANCE REQUESTS: ADMINiSTRATIVtLY BY S AFF iNFMAY 2006 OR ON 04-06 BY THE BOARD OF SUPERVISOR . EITHER SURVEY SOURCES: PHYSICAL, TOPOGRAPHIC &r BOUNDARY: TIMMONS GROUP, DATED 01/16106. DATUM: NAVD 88 (U.S.G,S) BENCHMARK: BENCH MARK IS BRIDGE NAIL IN POWER POLE #AB7 ELEVATION = 706,60 AND PAINTED CORNER ON BLOCK WALL ELEVATION = 713.41 BREAKDOWN: cfo LAND -USE SF AC % :BUILDINGS: 8,610: 0.20% ROADS/SIDEWALKS: ;PAVED PARKING: 44,644, 1.02 28% sIDEWALKS: 4,280; 0.10 3% OPEN SPACE I PERVIOUS AREA, 101,896 2.34 64% TOTAL SITE ACREAGE;. _. 159,430 3.660 100% MAX. BUILDING HEIGHT: 65' MAX. ALLOWABLE W/ ANY3'HING OVER 35' REQUIRING ADDITIONAL SETBACK FROM RESIDENTIAL (OFFICE BUILDING SHOWN ON PLANS 18 3 STORY PLUS A BASEMENT) RECREATIONAL AREA: NA SETBACKS: PARKING 10' FRONT ONLY BUILDING 30' FRONT ONLY MAX. NUMBER OF EMPLOYEES: UNKNOWN DENSITY: 0.14 FAR (BASED UPON 22,410 TOTAL GSF) CIVIL ENGIN E ERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CH ARLOTTESVILLE, VIRGINIA 22902 IP. ,'H 43 . 4b2�d5I-005 FAX 434-295-2103��2103 :� VTH Op ccs~ y Alan G. Franklin Lc. No. 35,326 LTH OF' Steven W. Edwards lk No. 0931 �Scsol SCALE. MTS, ISSUM 11/06/06 DRAWN BY TC, O. 11-6-06, INITIAL SUBMITTAL 1, 12-14-06, ARB COMMEN'T'S 1 12--2.1-06, ACSA COMMENTS 3, 12-27-06, COUNTY COMMENTS 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. OF 27 1 0 4.1 PH P� cfo VTH Op ccs~ y Alan G. Franklin Lc. No. 35,326 LTH OF' Steven W. Edwards lk No. 0931 �Scsol SCALE. MTS, ISSUM 11/06/06 DRAWN BY TC, O. 11-6-06, INITIAL SUBMITTAL 1, 12-14-06, ARB COMMEN'T'S 1 12--2.1-06, ACSA COMMENTS 3, 12-27-06, COUNTY COMMENTS 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. OF 27 1 TMP 56A2 -3-B-10 I 1 TIVIP 56A2 -3-B-8 co Now or Formerly TMP 56A2 -3-B-4 TMP 56A2 -3-B-5 TMP 56A2 -3-B-6 Now or Formerly FLORENCE D, MASSIE Now or Formerly Now or Formerly Now or Formerly TMP 56A2 -3-B-7 JONATHAN OR -3-13-9 DR 335 PG. 214 TIVIP 56A2 -1-38A RONALD T. DURHAM VIRGIL L. JAMES, JR. Now or Formerly CAROL TMP 56A2 Zoned: R-2 D.B. 563 PG. 235 & BETTY G. JAMES MARK S. MADISON WAVERLY H. DAVIS QUESENBERRY Now or Formerly COMP. Plan: CT 1 & 2 Now or Formerly Zoned: R-2 W.B. 108 PG. 580 & SANDRA MADISONW.B. 116 PG, 178 D.B. 1736 PG. 734 BETSY CLAYTON Urban Edge FLORENCE D. MASSIE Comp. Plan: CT 1 & 2 Zoned: R-2 COOPER. Zoned- R-2 Zoned: R-2 DENOME Use: Urban D.B. 420 PG. 077 W.B. 93 PG. 606 Zoned: R-2 Urban Edge Comp. Plan: CT 1 & 2 Zoned: R-2 Comp. Plan: CT 1 & 2 Comp. Plan: CT 1 & 2 D.B. 2842 PG. 147 TMP 56A2 -1-39C Use: Urban Urban Edge Comp. Plan: CT 1 & 2 Urban Edge Urban Edge Zoned: R-2 Comp. Plan: CT 1 & 2 Now or Formerly Use: Urban Use: Urban Use: Urban Comp, Plan: CT1 & 2 Urban Edge THOMAS A. LANE OR Urban Edge Urban Edge 10'UTILITY EASEMENT Use: Urban I SCARLET G. LANE Use: Urban Use: Urban D.B. 317 PG. 215 10' UTILITY EASEMENT D.B. 978 PG. 381 DB317 PG15 Zoned: R-2 Comp. Plan: CT 1 & 2 ------ ...... Urban Edge PARROT CREEK,. 7777 777 : ------ F-- . . . . . . . S Use: Urban 7 F— S "S_ 81, PV S S_ S S S S TMP 56A2-1-37 Now or Formerly s D. WASHINGTON DR 604 PG. 094 ZonedII - C-1 Comp. Plan: CT Urban Center Use: Urban olqE VIN VLUt:t\ V%J/-\LL; l=Lr_V. V114-50 HA_rc 1. THIS PROJECT LIES WITHIN THE WATERSHED 0F7HE SOUTH FORK RIVANNA RESERVOIR WATERSHED. 2, NONE OF THE SUBJECT PROPERTY LIES WITHIN THE DESIGNATED 100 -YEAR FLOOD PLAIN (ZONE 0). FEMA MAP 510006 01808, 3, PHYSICAL, TOPOGRAPHIC & BOUNDARY SURVEY PROVIDED BY TIMMONS GROUP, DATED 01/16/06, 4. BENCH MARK IS BRIDGE NAIL IN POWER POLE #AB7 ELEVATION = 706,60 AND PAINTED CORNER ON BLOCK WALL ELEVATION = 713,41 DATUM = NAVD 88 120' 1501 UNE TABLE LINE BEARING DISTANCE L1 N81 111W 1,90' EXISTING _J ENTRANCE TO BE REMOVED CURVE TABLE CURVE RADIIUS LENGTH JTANGENT D CHORD BEARING CHORD C1 2263.83' 178.65' 89.37' 403117" N83029'39"1111 178.60' H- R � � E -E -N T C H- D -R, 0- A D 2+ 4$2JR 0 VARIABLE WIDTITR/W TMP 56A2-1-33 Now or Formerly GEORGE LEISURE & MARKETTA LEISURE D.B. 2959 PG. 399 Zoned: C-1 Comp, Plan: CT 5 Urban Center Use: Urban -OHE OHE OHE OHE OHE FEMA MAP REFERENCE: 510006 0180 B ON CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 4-34-295-2103 an 11c. No. 35326 /Z "rrisIQVAL % Steven W. Edwards Ec. No. 0931 �SCNV� SCALR F) = 30' ISSUED: 11/06/06 DRAWNTBY: SWE REVISION& 0, 11-6-06, INITIAL SUBMITTAL 1. 12-14-06, ARB COM XffiNTS 2, 12-21-06, ACSA COMME41NTS 3. 12-27-06, COUNTY COMNIENTS 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 27 OWN CIVIL ENGINEERS LANDSCAPE ARCHITE(UrS 224 COURT SQUARE? CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 4-34-295-2103 ��XJH Or 4� Alan G.Lr, Uc. No, 35326 IZ -2)-p(, �'Jjlj op p Steven W. Edwards bc. No. 0931 S CNY SCALE, , 199 = 20' ISSUM 11/06/06 DRAWN BY AGF REVISION& 0. 111-6-06, INITIAL SUBMITTAL 1. 12-14-06, ARB COMNffi, IN TS Z 12-21-06, ACSA COMMENTS 3, 12-27-06, COUNTY COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed an 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. OTERRA CONCEPTS, P.C. SHEET r OWN He` r 19 gN CIVIL ENGINEERS LANDSCAPE ARCHITE(CTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PHI 434-295-4005 FAX 434-295-2103 V'VH op Alan r 11c. No. 35326 /Z —2 ?-af- IONAL 'N�TH 0-P 'N V'H 0' P H OP Steven W. Edwar)ds17 V lie, No, 0931 SC'� t. " CSV SCALE P) = 20' ISSUED- 11/06/06 DRAW N\ BY SWE REVISIONS: 0, 11-6-06, INITIAL SUBMITTAL 1, 12-14-06, ARB COMMENTS 1 12-21-06, ACSA COMNIFENTS 3, 12-27-06, COUNTY COMM1.WFS 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 Wthout 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 27 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. cog' CURB -2) SECTION SEE NOTE ­ —SION JOINT tV PLAN OTH TROWELED EDGE; SIAL D BROOM FINISH; TYP. PERPENDICULAR TO DIRECTION OF TRAVEL P-003 N.T.8, 4" DEEP CONTRACTION/SCORE 1" EXPANSION JOINT W/ X2" RECESSED JOINT, SPACED EVERY 5' O.C.; TYP. BACKER ROD AND CAULK, SPACED ENCLOSURE LENGTH} EVERY 25 (MIN) O.C.; TYP. "W" 3000 PSI CONCRETE AT 28 "L" BARS 'M" BARS DAYS, AIR -ENTRAINED w6" 'X'^ -sr' --:- Y + — X - •- X° --a 0' -IO" CURB %riJ} _ ;;.�?:�'. . t'`).. •, Y'' •..� . ' MIN. COVER ------- TOP AND END T TALL GATE •,�,;•N,�^.�ff�rr,orfs,�ff�rr�f„.�rf,��rr,,�fi*,�;/,f, %ri ff�rf��f`rr`fr�frf/r� r 'i rr'%�f rf� �fr�rr � Mfr fid COMPACTED VDOT #21A STONE -- - (OPTIONAL) BASE CONTAINER 7 ------- 95% COMPACTED SUBGRADE SECTION 4'-0" - b' -O' l l ETE SIA-,/ �r �Y�Y A' JL�lc BROOM I\ J11���1�1 ��INJl�� WITH TOOLED EDGES Z PLAN, SECTION P-019 94 0 IV 44 9 16' � r U to SECTION RETAINING WALL SECTION 3" CLR NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE. 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) r SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLELj� a 7„ TO THE SLOPE OF SUBBASE COURSES ff AND TO THE DEPTH OF PAVEMENT. 5. THIS CURB MAY BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN & SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE 71 EXCEEDED STANDARD CG -71S REQUIRED. `l (; ✓r : �'`` `' r THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED, 6)) CU )LSB & GSD Il..J TIER ( G.6) SECTION 4" REINFORCED CONCRETE SLAB; 3000 MIN. PSI., AT 28 DAYS FINISH TO MATCH TYPICAL SIDEWALK 6" X 6" W 10io WWF OR #4 RE13AR @ 12" O.C, (VERT) AND #3 @ 6"" O.C, (HORIZ) W/ 2" MIN. COVER COMPACTED VDOT #21A STONE BASE, 4" MIN. - VDOT (UD -4) UNDERDRAINS AS REQUIRED BY VDOT 95% COMPACTED SUBGRADE; REMOVE ALL ORGANIC MATERIAL P-004 N.T., ASPHALT iPAVI GDETAIL SECTION 6' TALL WOO FENCE SECTION 2" VDOT SM 9,5A ASPHALT WEARING COURSE 3" VDOT BM 25 ASPHALT BASE COURSE 6" COMPACTED VDOT 21A STONE BASE COMPACTED SUBGRADE P-005 N,T.S. FENCE FOOTING DETAIL DIMENSIONS REINFORCING (INSIDE ENCLOSURE LENGTH} "C" "W" a "L" BARS 'M" BARS -- w6" O O FENCE SECTION 7 0' -IO" CURB 10 CUBIC YARD 3' W DE BY ------- TOP AND END T TALL GATE (MODEL VT -14, SUPPLIER: LOWES) OR EQUAL LOADING -- - (OPTIONAL) 3'-5" CONTAINER 7 ------- 6' L X 6'W X 7'-8" H) 6" DIAMETER PIPE BOLLARD 4'-0" - b' -O' 0'-4' 3/4" DIAMETER BY 1 1/2" DEEP Z 44 0 IV w 94 0 IV 44 9 16' PROVIDE TWO EACH AT GATE IN 01-0' - 8'-O' O'-5' 0 6'-2" W Q o a #5 8 12" co 6" DIAMETER PIPE BOLLARD LU SWING CONCRETE FILLED, SET IN #4 S 8' U-1 CONCRETE 3' BELOW GRADE #5 O 8' ry WOOD GATE 1'-4" O 9'-8" SECURE WITH GROUT (9) - #5 #5 a V 2" VDOT SM 9,5A ASPHALT WEARING COURSE 3" VDOT BM 25 ASPHALT BASE COURSE 6" COMPACTED VDOT 21A STONE BASE COMPACTED SUBGRADE P-005 N,T.S. FENCE FOOTING DETAIL 10' DESIGN CONCRETE PAD (CONCRETE. PAD WIDTH) TO WITHSTAND 10,000 #/ CONC�.R �TE PAD (LR T DUTY SINGLE WHEEL LOADS El H DUMPSTER ENCLOSURE 2" SECTION 1 8” REINFORCED CONCRETE SLAB; 4000 MIN. PSI., AT 28 DAYS FINISH TO MATCH TYPICAL SIDEWALK REINFORCED WITH 6" X 6" W`/1O WWM 6"X6"W"Y10WWM COMPACTED VDOT #21A STONE BASE, 4" MIN. - VDOT (UD -4) UNDERDRAINS AS REQUIRED BY VDOT 95% COMPACTED SUBGRADE; REMOVE ALL ORGANIC MATERIAL CONCRETE PAD (HEAVY DUTY) SECTIO RETAINING WALL SCHEDULE DIMENSIONS REINFORCING (INSIDE ENCLOSURE LENGTH} "C" "W" .4.....-•---- 6' TALL WOOD "L" BARS 'M" BARS -- 'P' BARS O O FENCE SECTION 7 0' -IO" 2'-0" 10 CUBIC YARD 3' W DE BY ------- TOP AND END T TALL GATE (MODEL VT -14, SUPPLIER: LOWES) OR EQUAL LOADING -- - (OPTIONAL) 3'-5" CONTAINER j ------- 6' L X 6'W X 7'-8" H) 6" DIAMETER PIPE BOLLARD 4'-0" - b' -O' 0'-4' 3/4" DIAMETER BY 1 1/2" DEEP 4'-10' 44 0 IV RECESSES FOR GATE CANE BOLTS. 94 0 IV 44 9 16' PROVIDE TWO EACH AT GATE IN 01-0' - 8'-O' O'-5' CLOSED POSITION, FIELD VERIFY 6'-2" #4 0121 (9) - #4 EXACT LOCATIONS #5 8 12" 120° 6" DIAMETER PIPE BOLLARD 0'-11' SWING CONCRETE FILLED, SET IN #4 S 8' (11) ^ #4 CONCRETE 3' BELOW GRADE #5 O 8' 95 a V EXTEND 4' ABOVE GRADE, PAINT CORE DRILL WALL TO OSHA YELLOW, TYP. SET FOR RAILING AND 1'-4" l' -C 9'-8" SECURE WITH GROUT 10' DESIGN CONCRETE PAD (CONCRETE. PAD WIDTH) TO WITHSTAND 10,000 #/ CONC�.R �TE PAD (LR T DUTY SINGLE WHEEL LOADS El H DUMPSTER ENCLOSURE 2" SECTION 1 8” REINFORCED CONCRETE SLAB; 4000 MIN. PSI., AT 28 DAYS FINISH TO MATCH TYPICAL SIDEWALK REINFORCED WITH 6" X 6" W`/1O WWM 6"X6"W"Y10WWM COMPACTED VDOT #21A STONE BASE, 4" MIN. - VDOT (UD -4) UNDERDRAINS AS REQUIRED BY VDOT 95% COMPACTED SUBGRADE; REMOVE ALL ORGANIC MATERIAL CONCRETE PAD (HEAVY DUTY) SECTIO RETAINING WALL SCHEDULE DIMENSIONS REINFORCING Hw "B" "C" "W" 'D" BARS "L" BARS 'M" BARS '0' BARS 'P' BARS 0'-0" - 2'-O" 0'-4" 0' -IO" 2'-0" #4 8 18" (4) - #4 ------- #4 0 18" 44 8 118" (MODEL VT -14, SUPPLIER: LOWES) OR EQUAL 0'-4' 2'-3" 3'-5" #4 0 18" (� - #4 ------- 44 a 18" #4 8 118' 4'-0" - b' -O' 0'-4' Y-8" 4'-10' 44 0 IV (7) - #4 94 0 IV 44 9 16' #5 is lie 01-0' - 8'-O' O'-5' 4' -II" 6'-2" #4 0121 (9) - #4 #4 9 12' #5 8 12" #6 8 12' 8'-0' - 10'-0" 0'-11' C-0" 1'-9" #4 S 8' (11) ^ #4 #4 O 8° #5 O 8' 95 a V 10'-0' - 12'-0° 1'-4" l' -C 9'-8" #4 Im C (9) - #5 #5 a V #6 8 6' #5 8 le NOTES: 1. CONC: 3000 PSI s 28 DAYS 2. REINF: GRADE 60 3. MAX SOIL BEARING PRESSURE = 2000 PSI= (ASSUMED) I. PROVIDE WALL CONTROL JOINTS 0 20'-0" MAX JOINT SEALANT `,' I" BACKER ROD .DET "A" SEE DETAIL "A" 16 GA. GALV. SHEET STL. COATED TO PREVENT BOND. WIRE CUT ALTERNATE HORIZ. TIES 9 EACH BARS AT JOINT HORIZ. BAR. EAR H FACE WALL CONTROL JOINT SECTION 2 N,T.8, ALTH pay, Gl C'' DENNIS MOLER No. 15334 -16 106 ��SIONAL Drawn By: 1 } I l 1 Checked By: Dim m Date: 1216106 Job Number: 0610-2Z Sheet Number: CIV I 1-1-020 N. �°.S, DETAIL TAIL - IDS 000 N. A ,S, /—TERMINATE PICKETS ON THE END/COIRNER SECTIONS SO THAT BOTH POST/PICKET EDGES ARE FLUSH 0062' SPACING MAY VARY 0 I ^SLIGHTLY t 1�- r, is ALL 4 o 0 0 0 ^-1`-- 5 -- WARNING { AV CAP: MAINE ORNAMENTAL 4X4 BLACK POINT AERAS SHALL PAINTED CONCRETE WALL ° _ _ q ry UNLESS AN DIA. ASSOCIATES. ' EXISTING CONDITION IS (MODEL VT -14, SUPPLIER: LOWES) OR EQUAL CONCRETE RETAINING ° WALL TO BE DYED a d. PRESENT. SOLOMON COLORFLO TRUNCATED DOME CLASSIC #385 (BARK). `� -- 4 X 4 POST; #2 GRADE OF BETTER; SET PLUMB CONTRACTOR TO a° • ° a ' , PROVIDE SAMPLE PRIOR a, r ' TO POUR; SEE DETAIL: } rK 1 X 6P ICKETS; #2 GRADE OF BETTER; ATTACH TO J 4 e.l, P 7 STRINGER VVlTH 5d GALV. TtNIST NAILS. {2} NAILS /STRINGER, DIAGONALLY SPACED. 1/2" CLEAR ALL SIDES (2) 2'. X 4 STRINGER; #2 GRADE OF BETTER. ATTACH (2) GALV. NAILS/ POST DIAGONALLY SPACED. 1/2" CLEAR ALL SIDES tv NOTES: FENCE MATERIAL: WHITE CEDAR. PRESSURE TREATED ® FOOTER; -------- SOUTHERN YELLOW PINE (#2 GRADE OR BETTER) MAY SEE DETAIL: BE USED AS AN ALTERNATE ONLY IF APPROVED BY D OWNER OR LANDSCAPE ARCHITECT. FENCE COLOR: PRIMER AND 2 COATS OF BM #HC -121 7 (PEALE GREEN) PAINT. (ALLOW PRESSURE TREATED WOOD TO DRY BEFORE PAINTING)- SPACING MAY VARY 4.00' SLIGHTLY TO ENSURE BOTH PICKETS/POST ARE FLUSH O.C. SPACING MAY VARY ON FRONT SIDE, lI r) WOOD N DUMP TER FENCE DETAIL 5-020 N,T,S, POST; SET PLUMB FINISH GRADE.; SEE PLANS FOR DETAILS TAMP SOIL. AROUND FENCE POST TO ENSURE ADEQUATE COMPACTION. TAMP BOTTOM OF FOOTING PRIOR TO SETTING POST. STEEL OR ALUMINUM RAILING STYLE: 3 -RAIL MODIFIED HA0750 (OR EQUAL); CAP -FLAT COLOR: BLACK MANUFACTURER: VA RAILING AND GATES (804) 798-8777 - ATTN: LARRY WARE '9�I " OVERHANG AREA TO BE 5"- 8" O SMOOTH CHALET AGGREGATE FROM LUCK STONE OVER FILTER FABRIC, OR APPROVED EQUIVALENT FILTER FABRIC f \L XI CG -2 ,,`.,,.; 18-021 N.T.S, WALL GUARDRAIL DETAIL 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 F!.00R. PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER IX". 6. CURB/CURB AND GUTTER SLOPE TRANS''(IONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB/CURB AND GUTTER. T 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 Wi T HIN 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 MAYBE PLACED ON RADIAL OR't;NGENTIAL 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 7". PERMISSIBLE CONSTRUCTION JOINT # 5 DOWELS, 8" LONG A PERMISSIBLE AT 12" .,cc E 1 CONSTRUCTION 5' MIN. JOINTSECTION B B a'2� 12:1 MAX.I S,MtN 2 B ;',ttt-. ,. 12.1 B T 12.1 NI A TRUNCATED DOMES 5'-011MIN. u: SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48: 1 MAX. O 1 to 5' MIN 20:1 48: 1 MAX. LUA 4' SQUARE LANDING AREA 2' MIN, 1 SECTION A -A OUTSIDE OF TRAVELWAY CROSSWALK \ SWALK SHALL BE PROVIDED FOR CROS PERPENDICULAR CROSSWALK TYPICAL PLACEMENT WITHIN THE MARKED AT INTERSECTION CROSSWALKAREA. WITHIN CROSSWALK 2Y8" C -C TRUNCATED DOME NOTE' r, is ALL 4 o 0 0 0 DETECTABLE 5 4 WARNING { AV 0 0 0 0 0 0 0 0 0 c; c <a o AERAS SHALL PAINTED CONCRETE WALL ° r? YELLOW DESIGNED BY MOLER & q ry UNLESS AN DIA. ASSOCIATES. ' EXISTING CONDITION IS 14 CONCRETE RETAINING ° WALL TO BE DYED a d. PRESENT. SOLOMON COLORFLO TRUNCATED DOME CLASSIC #385 (BARK). DETAIL CONTRACTOR TO a° • ° a ' , PROVIDE SAMPLE PRIOR a, r ' TO POUR; SEE DETAIL: } rK J 4 e.l, P POST; SET PLUMB FINISH GRADE.; SEE PLANS FOR DETAILS TAMP SOIL. AROUND FENCE POST TO ENSURE ADEQUATE COMPACTION. TAMP BOTTOM OF FOOTING PRIOR TO SETTING POST. STEEL OR ALUMINUM RAILING STYLE: 3 -RAIL MODIFIED HA0750 (OR EQUAL); CAP -FLAT COLOR: BLACK MANUFACTURER: VA RAILING AND GATES (804) 798-8777 - ATTN: LARRY WARE '9�I " OVERHANG AREA TO BE 5"- 8" O SMOOTH CHALET AGGREGATE FROM LUCK STONE OVER FILTER FABRIC, OR APPROVED EQUIVALENT FILTER FABRIC f \L XI CG -2 ,,`.,,.; 18-021 N.T.S, WALL GUARDRAIL DETAIL 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 F!.00R. PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER IX". 6. CURB/CURB AND GUTTER SLOPE TRANS''(IONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB/CURB AND GUTTER. T 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 Wi T HIN 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 MAYBE PLACED ON RADIAL OR't;NGENTIAL 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 7". PERMISSIBLE CONSTRUCTION JOINT # 5 DOWELS, 8" LONG A PERMISSIBLE AT 12" .,cc E 1 CONSTRUCTION 5' MIN. JOINTSECTION B B a'2� 12:1 MAX.I S,MtN 2 B ;',ttt-. ,. 12.1 B T 12.1 NI A TRUNCATED DOMES 5'-011MIN. u: SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48: 1 MAX. O 1 to 5' MIN 20:1 48: 1 MAX. LUA 4' SQUARE LANDING AREA 2' MIN, 1 SECTION A -A OUTSIDE OF TRAVELWAY CROSSWALK \ SWALK SHALL BE PROVIDED FOR CROS PERPENDICULAR CROSSWALK TYPICAL PLACEMENT WITHIN THE MARKED AT INTERSECTION CROSSWALKAREA. WITHIN CROSSWALK 2Y8" C -C TRUNCATED DOME NOTE' ROADWAY GRADE IN PERCENT r, is ALL 4 o 0 0 0 DETECTABLE 5 .> Cl 0 c}:; 0 00 0c>ou000 WARNING { AV 0 0 0 0 0 0 0 0 0 c; c <a o AERAS SHALL PAINTED C -CBE <; c: o< c o r c v t> 0 C, 0 0 r? YELLOW 8 0 0 0 r, 0 c1 ry 0 Q 0 Q 0 u 0 0 ry UNLESS AN DIA. 10 0 t c o c, 0 c: c o, D r•; b U o „ c: ,., 0 1) U o u 0 EXISTING CONDITION IS 14 15 ALREADY a" DIA, PRESENT. TRUNCATED DOME VARIABLE _] DETAIL 4' MINIMUM. PAY LIMITS CG -12 DETECTABLE ROADWAY GRADE IN PERCENT MINIMUM MINIMUM RAMP RAMP LENGTHIN LENGTHIN FEET, 4" FEET, 4" CURB CURB HEIGHT HEIGHT 0 4 6 1 5 7 2 8 3 y5 W 9 4 8 12 5 10 15 8 14 15 DETECTABLE WARNINGWARNING SURFACE DETAIL (ACCESS FOR MOBILITY IMPAIRMENTS) VIRGINIA DEPARTMENT OF TRANSPORTATION CG, -12 DETECTABLE E WARNIN(31 SURFACE. TYPE B (PARALLEL) APPLICATION DETAIL, P-028 N, T.S. A A)-, hjL\jLxA CONCEPTS, P.C. I CIVIL ENGINEERS LANDSCAPE ARCHITECTS I, i 224 COURT SQUARE j CHARLOTTESVIL1,E, VIRGIN T1i 22902 PEI, 434-295-40175 FAX 434-295-2103 N'A,TH OF ti Alan G. Fran U- n Lic. No, 35326 O�LIS's-WiNAL LrTH or Steven W. Edwards Lic, No. 0931 SCSY� SCALEo AS S I Icy ISSUED: 11/06/06 DRAWN Y: SWE 0. 11-6-06, INITIALSUBMITTAL 1. 12-14-fl6ARB OlVIIlEiT 2, 12-21•-06, ACSA COMMENTS 1 12•-27-06, COUNTY COMMENTS 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 parley without first written authorization of Terra Concepts, P.C. O TERRA CONCEPTS, P.C. SHEET Ii, J.1L" 4 J COUNTY CALCULATIONS TREE CANOPY (REQUIRED BY ZONING): A. REQUIRED: Acres Site Acreage: 3,660 Farmland Credit: 0.000 Recreational Credit: 0.000 Open Space Credit: 0.000 Public Land Credit: 0.000 School Recreational Areas Credit: 0.000 Open Space Amenity Credit: 0.000 Preservation Credit: 1,810 Agent Approved Credit: 0.000 Basis for Canopy: 1.850 Equation: Site Acreage - Credits (Open Space plus Preserved Area) = Basis for Canopy Al. Basis for Canopy 1.850 Min. Tree Canopy Requirement: 10% (see Section_ 32.7.9.9.b) Total: 0.185 Equation: Basis for Canopy X Minimum Tree Canopy Requirement for project = Total B. PROVIDED: Acres Preserved Area: 1.810 Bonus Factor 1.25 Total: 2.263 Equation: Preserved Area X Bonus Factor = Total C. BALANCE: Acres Tree Canopy Required (Al): 0,185 Tree Canopy Preserved (6): -2.263 Additional Canopy Required: -2.078 Equation: Al - B = Total Note: If Additional Canopy Required is negative then NO additional tree Canopy is required. If Additional Canopy Required is positive then additional tree canopy is required. Equation: Tree Canopy Required - Tree Canopy Preserved = Additional Canopy Required (if Needed) Open Space and Preserved Area are one in the same for this project. ADDITIONAL REQUIREMENTS: 5% of Paved Area: Paved Areas: 42,631 sf (0.98 Ac) Required: 2,132 sf (,05 Ac) 150 sf = 43 (10,928 sf provided in landscape areas per Sec. 32.7.9,7.b) Proposed: 43 Trees + 40 shrubs Interior Trees: Number of parking spaces: 89 Required: 9 (1/10 spaces) Provided: 9 (These trees are included in the 5% Paved Area requirement above) Street Trees: Frontage: 1.90'+ 178.65'= 180.55 / 35 = 5 Required Screening: N/A HMO 7.7712�004 101TA CONTRACT PURCHASER SIGNATURE DATE GIREAT VALUA SHOP IPING CENTEIR ALL AREAS NOTED "LAWN" SHALL BE PLANTED WITH SEED MIX #1 METAL HANDRAILDRAlt INSTALLED IN TOP OF CONCRETE WALL, TYP. (SEE DETAIL) CONCRETE RETAINING WALL TO BE DYED SOLOMON COLORFLO CLASSIC #385 (BARK) I -B Z 121- 3- K 1- B- 121- M , If y- -//, S 1-E— I' D ---------- WATER EASEMENT; \2 //I - F /1- E ---�2- D 2- E PLANTS LISTED ON US JOINER SITE: 0 (ITALICS = EXISTING) 0 A= ALLE' ELM --ULC"ELO-W C= SERVICEBERRY I -F D= ZELCOVA 9-D 0 10, 201 40' 80' 100, 1VVV- -7 — ' 9 01 ?0?- ----------- -70,") 0 ------ )0-7 THREE NOTCHD ROAD (S.R. 24 B VAR1AL--E-VvJ-D 1-1 10) UFR/W -- - - -_ __ -_- -- �=---------- - _ -_ __ _ ----- -_ _ All -- CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH, 434-295-4005 FAX 434-295-2103 -.VTH OF - 44 Lc. No. 35326 F K-LZONAL �,VTH Op Steven W. Edwar lic. N 931 SC SCALE. F) = 20' ISSUED- 11/06/06 DRAWN BY: SWE 0. REVISION& 11-6-06, INITIAL SUBMITTAL 11. 12-14-06, ARB COMMENTS, 2. 12-21-06, ACSA COMMENTS 3. 12-27-06, COUNTY COMMENTS 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. 1. IN AREAS SCHEDULED FOR NEW LANDSCAPE INSTALLATIONS WHERE PRIOR GRADING ACTIVITIES HAVE NOT RESULTED IN CLEARING AND GRUBING OF EXISTING VEGETATION, THE CONTRACTOR SHALL CLEAR AND GRUB ALL WEEDS, DEAD PLANTS, TREES, 1" -CALIPER OR LESS AND ALL OTHER PLANT MATERIAL, SAVE AND EXCEPT THOSE SPECIMENS OR GROUPINGS SPECIFICALLY SELECTED IN THE FIELD BY THE LANDSCAPE ARCHITECT FOR PRESERVATION. 2. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLANS AND PLANT LIST AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY AND ANY PLANTSUBSTITUTIONSOR 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. STABILIZATION MAT SHALL BE APPLIED TO ALL SLOPES EXCEEDING 3:1. ANY PLANTINGS ON STABILIZIED SLOPES SHALL BE CUT INTO MATTING OR OTHERWISE INSTALLED 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 SIMILAR 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 LIST SPECIFICATIONS, THE LANDSCAPE ARCHITECT MAY AT HIS/HER DISCRETION AND ONLY UNDER UNIQUE CIRCUMSTANACES WILL ACCEPT SUBSTITUTIONS UPON WRITTEN NOTICE BY THE LANDSCAPE CONTRACTOR STATING THE REASONS FOR WHICH THE SUBSTITUTION` SHOULD BE CONSIDERED AND GRANTED. 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 GROWTH, 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 "NATURALAND 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 FRONT CLEAN-UP EFFORTS FROM THE SITE. 15. ALL TREES AND SHRUBS SHALL BE ALLOWED TO REACH MATURE HEIGHT, ANY ROUTINE PRUNING SHALL BE DONE ONLY FOR CORRECTIVE MEASURES. 16: INSTALLATION OF ALL TREES SHALL BE DONE AT THE ,APPROPRIATE TIME SUITABLE ;'OR 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. 18. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT, GENERAL LANDSCAPE NOTES GENERAL NOTES: 1. SEE SPECIFICATIONS FOR DRAINAGE TEST REQUIREMENTS PRIOR TO PLANTINGS (SECTION 02900). IF NO SPECIFICATIONS ARE AVAILABLE CONSULT LANDSCAPE ARCHITECT. N 2. DO NOT ALLOW AIR POCKETS TO FORM WHEN BACKFILLING. 3. IMMEDIATELY SOAK WITH WATER. 4. DO NOT BREAK ROOTBALL. 5. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATIONS WHERE SOIL CHARACTERISTICS ARE NOT AGREEABLE OR WHERE CONDITIONS RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. 6. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE CAUSED BY OR INCURRED DURING INSTALLATION, 7. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS. PLANTING NOTES: 1. EXCAVATE ROOTBALL PIT. 2. ADD EXCAVATED SOIL & TAMP. SET TREE SO THAT TOP OF ROOTBALL IS 2-3" HIGHER THAN FINISHED GRADE. 3. BACKFILL WITH SPECIFIED SOIL MIX AND WATER IN THROUGHLY. 4. FINISH BACKFILLING, CONSTRUCT PIT ON LOWER SIDE (BY TRENCHING) AND ADD MULCH. 5, STAKE AND GUY SECURELY ACCORDING TO STAKING OPTIONS, MULCH LAYER (AS SPECIFIED) FINISHED GRADE LANDSCAPE AREA TO AS SPECIFIE ID) MIX A MININUM DEPTH OF EDGE OF LANDSCAPE 12"; TYR AREA, PAVEMENT EDGE OR BACK OF CURB - ,­ - - r •Fre•:,,% SAME AS BELOW k w k r k w k � k �M • �r k k r k . w ■ !. k r r Z. �.Los ,., 1. SET TREE PLUMB PRIOR TO STAKING.. 2. GRADES NOT TO EXCEED 3:1 SLOPES, 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD, AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS. SEE DETAIL FOR SUITABLE TREE Ic OPTIONS �'�``� 17 TRENCH EDGE A ENTIRE AREA TO MULCHED REFER TO TREE B ROOTBALL PIT DETAIL 17 TREE PLANTING IT)SECTION, PLAN SECTION ULCH LAYER ULTIVATED SOIL L-004 N.T.S. NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. GRADES NOT TO EXCEED 3:1 SLOPES. 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OR ANY SITUATION WHERE SITE CONDITIONS OR SOIL CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTINGS CRITERIA OR CONCERNS IN TERMS MSOF PLANT SURVIVABILITY OR WARRANTY. 5. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING PLANT INSTALLATION. 6. ALL STAKING TO BE PLACED OUTSIDE LIMITS OF TREE PIT. 7. ALL GUYING TO BE ENCASED AND SECURED TO THE PLANT IN RUBBER HOSE (OR EQUAL). OPTION 2: DIAGONAL STAKING (FOR EVERGREENS C (1) STAKE & GUY PER OPTION 1: VERTICAL STAKING (2) STAKES & GUYI NC TREE. SET STAKES 1i AROUND_ THE TREE. GUYING A MININUM C HEIGHT OF "TREE ANC THE LOWEST BRANCi TREE "TAKINGIN - �0�PT7I� N SECTION, PLAN WOODEN TIMBE / ROCK WAL ; BATTER WASH '"►�t�rl t i, SLOPES LAID BAC (2:1 MAX) �. a. NATURE TRAIL DETAIL VVLIIVPII LL,J VVIL IMPROVEMENT AREA NATIVE SOIL - TO BE COMPACTED BY FOOT TRAFFIC ONLY Z 1 Q !LJ U 0 6' I ( TRAIL APPLY SMALL DIRT BERM - ALONG EDGE OF DOWNHILL SIDE V DITCH TO DRAIN TO DOWNSLOPE UNDERDRAIN - NATIVE ROCK TO BE APPLIED IN LIEU OF RIP RAP -AS NEEDED NOTES: 1. TRAIL TO RESEMBLE APPALACHIAN CHARACTER NOTES: 1, SET TREE PLUMB PRIOR TO STAKING. 2, GRADES NOT TO EXCEED 3:1 SLOPES, 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4, ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS. STAKES ON "HIGH" -- SIDE OF TREE ONLY. SEE DETAIL FOR SUITABLE TREE STAKING OPTIONS r7'\ REFER TO TREE ----'` B ROOTBALL PIT DETAIL 17 COMPACT EXCAVATED SOIL TO -� FORM ROOTBALL PIT ON DOWNHILL SIDE OF PLANTING AREA D TREE PLANTING ON SLOPES 221/2 U_ DIRECTION O OP SLOPE 1-- Z PLAN CL CL U W ry ULCH LAYER TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED " II b 1 CIVIL ENGINEERS LANDSCAPE 224 COURT SQUARE CEIARLOTTESVILLE, VIRCN IA 22902 g ��,. 4D0� FAX 4�9-n�" 5'2 3 I� X34 �� fl0 ����,'1`H OF `Ir Franklin Uc. No. 35326 127 -Z -7 "o �L70NAL N7���'� �Xv OF Steven W. Edwards Uc. No. 0931 INDSCA�' ISSUED: 11/06/06 DRAWN BY SWE O. '11-6-06, INITIAL STJBNMIT'I'AL 1, 12-14-06, ARB COMMENT'S 2, 12-21-06, ACSA COMMENTS 3. 12-27-06, COUNTY COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these pians) 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 FW �. Symbol Label Qty Catalog Number Description Lamp Fila Lumens LLF Watts X _ Aim V ARM- ONE 400 -WATT CLEAR D 2024 45.6 / HgRCHITECTURAL A 2 A82 400M SR4W MO UNTED CUTOFF ED -28 METAL HALIDE, L810101.1as 32000 1.00 462 183.1 48.0 LUMINAIRE WITH SR4W HORIZONTAL POSITIION. 0.0 no 183.1 480 0.0 3 REFLECTOR. 162.1 49,8 3.5 3.5 0.0 00 162.1 ARCHITECTURALARM- ONE 400 -WATT CLEAR 4 B 257.3 - B 3 A52400M SR3 ry5 MOUNTED CUTOFF ED -28 METAL HALIDE, LTL1172SIES 34000 1.00 462 D 220.8 LUMINAIRE WITH SR3 HORIZONTAL POSITION. 315 -30.6 ON 220,9 435 0.0 REFLECTOR,SLACK E 1946 11613 11.0 11.0 00 0.0 INTERNALHQUSESIDE 1163 0.0 7 E 196.0 1264 1110 SHIELD 0.0 0.0 196.0 128.4 00 S C 3331 ONE 250 -WATT CLEAR 20,0 * 20.0 -65.9 0.0 "ARCHITECTURALARM !T_ C 7 A52250MSR2 MOUNTED CUTOFF ED -28 METAL HALIDE, L810417,ias 20500 1.00 297 20,0 212.2 LU MINAIREWITHSR2 HORIZONTAL POSITION. 354.9 OA 10 H 2313 285.5 REFLECTOR. 20,0 95.3 0,0 11 S" DOME TOP ONE 32 -WATT TRIPLE 126.7 11,0 11,0 0.0 D 4 K80832MT LV SOLLAROD TUBE COMPACT 94080101.IES 2400 1.00 36 11.0 11,0 0.0 FLUORESCENT, 208.6 114.7 0,0 13 B 1772 151.2 VERTICAL BASE-DOVVN 20.0 -73.7 00 1781 1$1.6 0.0 14 POSITION. 349.7 191.6 20.0 20.0 Q E RDS175M- 4 DAY-BRITE RECESSED 175WMH;COLOR- D8078ka 14000 100 203 1334 SFAI38C 2x2 W/12 LENS WHITE 0.0 3231 1333 0.0 i6 RDS175M- DAY�BRITE RECESSED 176WMH W/QUARTZ 20.0 20.0 90.0 0.0 F © 2 SFAI3SC-Q 24 W/12 LENS STANDBY COLOR- D8078,iea 1400D 100 203 200. 180.3 D:0 WHITE 247.0 Do 18 08.1 479.7 103.6 ARCHITECTURAL ARM- ONE400-WATTCLEAR 266.2 0.0 478.5 103.5 G i AS2400M 3R4W MOUNTED CUTOFF ED -28 METAL HALIDE W10101.ies 32000 1.00 924 0.0 488.9 LUMINAIRE WITH SR4W HORIZONTAL POSITION. 20 BOL -I 316.2 64.3 35 315 REFLECTOR 0.0 3152 643 0.0 21 BOL -7 347.4 ARCHITECTURAL ONE 250 -WATT CLEAR 3.5 0.0 0.0 347.4 H 2 A52250M 8R4W MOUNTED CUTOFF ED -28 METAL HALIDE LtI10415ies 20500 1.110 594 0.0 O.D LUMINAIRE WITH SR4W HORIZONTAL POSITION 9.9 23 BOL -1 389.7 61.8 35 REFLECTOR. 0.0 D.0 3697 818 0.0 ■ 1 2 7000.32TRT-MVOLT- 7000 SERIES ONE 32 -WATT TRIPLE TUBE 4W113JES 2400 1.00 35 0.0 FL-YM-SMSAIB-BD- LPI -DDB ARCHITECTURAL FLOODLIGHT COMPACT FLUORESCENT, VERTICAL BASE -UP IPOS. 25 OD -1 318.5 648 200 20.0 0,8 WITH HAMMERTONE'. REFLECTOR 8 75' X 3,75: 3185 SEC 010 ze A 3026 302.0 TEMPERED GLASS LENS 20.0 178.7 0.0 302.7 300.6 0.0 27 DEG PLANE PERPENDICULAR 220b 195.0 20.0 * 20.0 s . J OIIae F 0.0 TO LAMP AXIS 28 G 120.7 76.8 ARCHITECTURALARM- ONE 400 -WATT CLEAR 99.2 0.0 OA -1 i AS2400M SR5S MOUNTED CUTOFF ED -28 METAL HALIDE, Lt110102 ias 32000 1.00 482 0.0 292.5 LUMINAIRE WITH SRSS HORIZONTAL POSrrION. 30 E 207.5 10315 110 11.0 REFLECTOR 00 207.5 103.5 0.0 31 - All 250M SR4W ARCHITECTURALARM- ONE250-WAICLEAR 11.0 0.0 0.0 193.3 OS -1 4 H3 MOUNTED CUTOFF ST -28 METAL HALIDE, LTL12463.IES 32000 1.00 462 -82.3 139.9 LUMINAIRE WITH SIR HORIZONTAL POSITION 66 33 1 240.5 -93 36 REFLECTOR BLACK 94.2 139.9 2430 -9.5 6.6 INTERNAL HOUSE SIDE SHIELD ARCHITECTURAL ONE 400 -WATT CLEAR -� OD -1 2 A52400M SR4SC MOU NTED CUTOFF ED -28 METAL HALIDE, L8101001es $2000 1.00 462 LUMINAIRE WITH SR4W HORIZONTAL POSITION. REFLECTOR, 8"DOME TOP ONE 32 -WATT TRIPLE BOL -1 5 KB10832TRT LV BOLLARDD TU BE COMPACT 94080101JES 2400 1.00 36 FLUORESCENT, VERTICAL BAS6-DOWN POSITION. LUMINAIRE E LOCATIONS FW �. No. Label X Location V Z MH Orientation Tilt X _ Aim V Z '1 D 2024 45.6 3.5 3.5 157.9 0,0 202.4 456 0.0 2 D 183.1 48.0 35 3.5 0.0 no 183.1 480 0.0 3 D 162.1 49,8 3.5 3.5 0.0 00 162.1 49.8 0.0 4 B 257.3 382 20,0 * JW -54.1 0.0 256s 38.6 0,0 5 D 220.8 43.5 3.5 315 -30.6 ON 220,9 435 0.0 6 E 1946 11613 11.0 11.0 00 0.0 194.8 1163 0.0 7 E 196.0 1264 1110 11,0 0.0 0.0 196.0 128.4 00 S C 3331 241.3 20,0 * 20.0 -65.9 0.0 331.8 241.8 0.0 8 A 241.9 356.1 20.0* 20,0 212.2 0.0 241.1 354.9 OA 10 H 2313 285.5 20.0 * 20,0 95.3 0,0 11 F 210.4 126.7 11,0 11,0 0.0 0.0 210.4 126.7 00 12 E 208.6 114.7 11.0 11,0 0.0 0.0 208.6 114.7 0,0 13 B 1772 151.2 20.0* 20.0 -73.7 00 1781 1$1.6 0.0 14 05-1 349.7 191.6 20.0 20.0 82.2 0.0 3509 1914 0.0 15 09-1 321.9 1334 260 20.0 93.3 0.0 3231 1333 0.0 i6 OA -1 413.5 127.5 20.0 20.0 90.0 0.0 4149 127.5 00 17 OB -1 403.1 248.2 20.0 200. 180.3 D:0 409.1 247.0 Do 18 08.1 479.7 103.6 20.0 20.0 266.2 0.0 478.5 103.5 0.0 19 OD -1 490.1 162.3 20.0 20,0 265.8 0.0 488.9 182.2 0.0 20 BOL -I 316.2 64.3 35 315 0.0 0.0 3152 643 0.0 21 BOL -7 347.4 63.2 35 3.5 0.0 0.0 347.4 G.2 0,0 22 BOL -1 357.4 63.0 35 3.5 0.0 O.D 3574 63.0 9.9 23 BOL -1 389.7 61.8 35 3.5 0.0 D.0 3697 818 0.0 24 BOL -1 412.4 614 35 315 0.0 0.0 4124 614 00 25 OD -1 318.5 648 200 20.0 0,8 0.0 3185 SEC 010 ze A 3026 302.0 20.0 20.0 178.7 0.0 302.7 300.6 0.0 27 H 220b 195.0 20.0 * 20.0 2.6 0.0 28 G 120.7 76.8 20,0 * 20.0 99.2 0.0 29 B 293.5 180.0 200* 200 -70.3 0.0 292.5 180.4 0.0 30 E 207.5 10315 110 11.0 0.0 00 207.5 103.5 0.0 31 F 193.3 105.1 110 11.0 0.0 0.0 193.3 1OS.1 0.0 32 1 252.1 -10.4 36 1.0 -82.3 139.9 2487 -10.1 66 33 1 240.5 -93 36 1.0 94.2 139.9 2430 -9.5 6.6 * 18' POLE MOUNTED ON 2' TALL REINFORCED CONCRETE BASE (BASE DESIGNED BY OTHERS) STATISTICS Description - Symbol Avg Max Min Max/Min Avg/Min Calc Zbal + 1.6 ft 530 be 0.0 fc N/A N/A us JOINER - + 2.0k 10.9 fe OA in N/A N/A GENERAL NOTES: 1. LIGHTING PLAN FOR THE SUBJECT SITE WAS PREPARED BY TERRA CONCEPTS, P.C. SEE ADDITIONAL LIGHTING NOTES ON SHEET 20. 2. CONDUIT QUANTITIES AND LOCATIONS TO BE DETERMINED AT PRE -CONSTRUCTION MEETING BETWEEN OWNER, ARCHITECT AND CONTRACTOR. 3. FOR LIGHT POLE INFORMATION SEE DETAIL B ON SHEET 20, 4. LIGHTING SUPPLIER: ILLUMINATION CONCEPT& SALES; PAT MORGAN;(804) 358-2300. 5. THE OWNER / BUILDER MAY SUBSTITUTE FIXTURES. HOWEVER, ANY SUBSITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT AND COUNTY PRIOR TO BEING ORDERED AND INSTALLED. G CONTRACTOR TO NOTIFY AND CALL LANDSCAPE ARECHITECT WITH QUESTIONS AND 6. LIGHTING L E DISCREPANCIES PRIOR TO PLACING ORDER WITH DISTRIBUTOR. DISTRIBUTOR SHOULD BE LOCAL TO THE AREA. 7. LIGHTS INDICATED AS US JOINER ARE ALREADY INSTALLED AND ARE EXCLUDED FROM ANY ORDER FOR THIS SITE, 8. ALL STANDARD FINISHES SHALL BE DARK BRONZE. 9. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. - -Y---�--..�875---PARROT CREEK -. - __o _0.0 Vo b.o `b,a--b.4_ -,o-.o X0.0 to b.lo O.o b.o- b0 b.O.o O�q 10.0- b.o b o -' � ..-._0.0 � b o `-6o -bA" 4.ti - To e- �,a- --b.o -0.0_ to - �:0 -0.�. 0,0 -t-.Q- to `Go �:l O.o `fi.o b,o tn'---b-o_0,0 O.o 0.0 D.o/ 'to J 0 to 0.0 `D,a b.a D.0 O.o 0.0 b.0 b.0 D.o b.o b.o b.0 ^D.o D.o b.o Oa �- x� IoD b,o -t.o 6804:o b.0_ Oo to _O:o - b:0- =.0 to 0.0 bo-O.o t.0- 0.0 0.0 0.0 'D:0 b.0 b.0 \O.o no D.0 .0 D.O b,o b.o O.o b.o b,o .0 .0\ .0 \ 0. I` --- - \ --- - o --�- '�(- .-- a- - \'-- \- \- -------\ \ \ - b.o 0.0 b.0 0.0r O.o O.o b:D- e.o D.o bd toac 0'0, b.o 0.0 b.D to O.o O.o b.o O.o .a - O.o - b.o p:�-b.o 4.0 4;0� 150. b:0 b.oO.o 'S. -'6.0 Da-. 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CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434.295.4005 FAX 434.295.2103 FW �. 0 10' 20' 40' 80' 100' / - -Y---�--..�875---PARROT CREEK -. - __o _0.0 Vo b.o `b,a--b.4_ -,o-.o X0.0 to b.lo O.o b.o- b0 b.O.o O�q 10.0- b.o b o -' � ..-._0.0 � b o `-6o -bA" 4.ti - To e- �,a- --b.o -0.0_ to - �:0 -0.�. 0,0 -t-.Q- to `Go �:l O.o `fi.o b,o tn'---b-o_0,0 O.o 0.0 D.o/ 'to J 0 to 0.0 `D,a b.a D.0 O.o 0.0 b.0 b.0 D.o b.o b.o b.0 ^D.o D.o b.o Oa �- x� IoD b,o -t.o 6804:o b.0_ Oo to _O:o - b:0- =.0 to 0.0 bo-O.o t.0- 0.0 0.0 0.0 'D:0 b.0 b.0 \O.o no D.0 .0 D.O b,o b.o O.o b.o b,o .0 .0\ .0 \ 0. I` --- - \ --- - o --�- '�(- .-- a- - \'-- \- \- -------\ \ \ - b.o 0.0 b.0 0.0r O.o O.o b:D- e.o D.o bd toac 0'0, b.o 0.0 b.D to O.o O.o b.o O.o .a - O.o - b.o p:�-b.o 4.0 4;0� 150. b:0 b.oO.o 'S. -'6.0 Da-. 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I 1 I _ - b t7 I \ 7 1 to s t4 ba b.4 As.. 9 - 3a- - + \ I 702 A •a .0 t.0 tro tllo -3 \ ( r _ -" ,• , \ b,o .o , to to to bo D (Y.o b.:o--b.ot . ro--b.0 -.I4I - bA O.o I O.o owl _ 04_ 11. i1 3 a0 704 b1 0:1 b.d -� .o b. O.o bb .o O,o 0.0 I 0.01 b:0 b.0 G 0.9 b.o O.o b.0 'Do b. o t.o b.o 0:0 to 1 � I T �bo 04� O.o b.a I O.o' b.o Oo -tro 0. �.o b.o' I � TERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434.295.4005 FAX 434.295.2103 Iii. No. 35326 /2 -i 2-0(, Steven W. Edwards a.N..0931 SCALE I" = 20' ISSUED Il1/06/06 DRAWN BY: SWE REVISIONS: 0. 11-6-06, INITIAL SUBMITTAL 1, 1214-06, ARB COMMENTS 2. 1221-06, ACSA COMMENTS 3. 12-27-06, COUNTY COMMENTS All rl9htsd N of p H b I p' ect d by this ,pyIght (plane, Idea,, doeig1l, aellible.,del Is p -d na th. pl ) Ine, be epldInar, -,,ad dllizad in anyf by any cleric., ,eeb hanlealI.I.dingpM1 py 9 g, or by any aiherm fretrUa,.I ante th 1 Mflon peanrss.n C -pt, PC. Alan: thlea plane y ren he ig d 1e a 1had parry. without grt..an --tibn of Ter. Concepts, P.C. 0 TERRA CONCEPTS, P.C. SHEET OF 27 FW �. U a Iii. No. 35326 /2 -i 2-0(, Steven W. Edwards a.N..0931 SCALE I" = 20' ISSUED Il1/06/06 DRAWN BY: SWE REVISIONS: 0. 11-6-06, INITIAL SUBMITTAL 1, 1214-06, ARB COMMENTS 2. 1221-06, ACSA COMMENTS 3. 12-27-06, COUNTY COMMENTS All rl9htsd N of p H b I p' ect d by this ,pyIght (plane, Idea,, doeig1l, aellible.,del Is p -d na th. pl ) Ine, be epldInar, -,,ad dllizad in anyf by any cleric., ,eeb hanlealI.I.dingpM1 py 9 g, or by any aiherm fretrUa,.I ante th 1 Mflon peanrss.n C -pt, PC. Alan: thlea plane y ren he ig d 1e a 1had parry. without grt..an --tibn of Ter. Concepts, P.C. 0 TERRA CONCEPTS, P.C. SHEET OF 27 I LlCatalog Numbes��� Catalog Plumber 40 "�Notes - fype 1 IIFEATURES & SPECIFICATIONS I A FEATURES & SPECIFICATIONS B INTENDED USE Streets, walkways, parlung lots and surraunclnJ areas. INTENDED USE ' Streets, Walkways, parking lots and Surrounding area_. CONSTRUCTION — Rugged, die-cast, single -piece aluminum housing With CONSTRUCTION — Rugged, die-cast, single -piece aluminum housing With nominal NaII thickness of 1I8". Die -cost door• frame has t) aet resistantArchitectural Area & RoadvayLt ti tin9 Iunral Hall thickness at 118"Die-cast, door frame as n) act- resistant, Architectural Area & Roadway Lighting f' e full s eted with one- P r P P'P s thick). Duro' frarn. I� a k s ) I ,Iry tampered, lass len 3(16" thl I te111 a .d lass len 3(16' Cttl.k Door fl'anle is full' casks. t With Ono- , ) Jy p ( ) I ,g ,g JJ piece tubular' silicone and has tool less entry and resealing. US. Patent No. piece tubular silicone and has tool less entry arid resealing. US. Patent No. r u= D447,590. Canada Patent No. 94324. I! D447,590. Canada Patent No. 94324. I Az z "r4NISHI —Standard finish is dark brolze (I)DB) polyester powder finish, with �� FINISH —Standard finish is dark bronze (DUB) polyester powder finish, with other architectural calors available. other architectural cola's available. METAL HALIDE METAL HALIDE OPTICAL SYSTEM -- Anodized segmented reflectors for superior uniformity OPTICAL SYSTEM — Anodized seyrnented reflectors fur superior uniformity and control. Reflectors attach with tookless fasteners and are rotatable 20OW, 25OW, 32OW, 35OW, 40OW arid control. Retlectors attach with tool -less fasteners and ate rotatable 200W, 25OW, 32OW, 35OW, 40OW _ Trx r, run P - P P P foo' a Interchangeable. � P r d ^`t'o r �- available: Type II (roadway), � 0 3u MOLII"lila f ills a ail• I r and in2ercharly_abl.. 1 ive .tttoff Is I butlu t� � I . yp ( y). `I {U t 9 and interchan_Jcabl , I Iv, cutoff ud)Lltians v ablO: lye. I (roadway), '10' to 35' MoLlntin �I�i. y Type Ilii (asymrnetric), Type IV (fnrJvafcl throw), Type IV (wide, forward throw) Type ft (asynunetrir), "lyes IV (forward throw), Type IV (wide, funvarcl tllrovv) and Type V (symmetric square). and Typo V (symmetric square). ELECTRICAL SYSTEM — Ballast is constant -wattage autotransforrI bal- ELECTRICAL SYSTEM — Ballast is constant-waLtage autotransfurulor bal- last standard. 20UVV, 32UVV and 35OW regUIfe Super CWA Pulse Start ballast last standard, 200YJ, 320W and 350UV require Super CWA Pulse Start ballast (must order SCWA option). All ballasts are mounted on a removable power (must Order SCVVA option). All ballasts are mounted on a rernovable (power Specifications Specificariorrs tray with taxi -less latch tinct have ()osil;ive larking disconnect ploys. Ballasts -- _ tray with loaf -Jess latch and have positive locking disconnect plugs. Ballasts ? — are copper -wound arrd 100% fac[or'y-Vested. Porcelain, rmryul-base socket EPA: 1.2 ft are copper -Wound and 1UU°/ factory -tested. Porcelain, mogul -base socket EPA: 1.2 IL- Z1Lf_::_::�)_1 T with copper alloy, nir_kel-plated screw ,shell and center contact. UL listed. Length: 28.0 (11.0 cm) LMLf::) trrith copper alloy, nic4:e1-plated screw sh+:Il and colter contact. UL listed. Length: 28.0 (71.0 an)INSTALLATION ---- Integral arm for pole or Wali mounting. Optional mOurldrrgs Width: 16.5 (41.9 cm) INSTALLATION — Integral arra for pole or wall mounting. Optional motnitings Width: 16.5 (41.9 cut) D available. T available. Depth: 8.3 (2'L0 an) Depth: 8.3 (2'LU cut) _L L LISTING — UL Listed (standard). A lusted suitable for wet locations clam _ LISTING — UL Listed (standard). UL listed suitable for wet locations danl) 5 { ) { R NJeight. 4.) Ib (20.4 ky) L { { ) { f dVeight. 40 lbs (20.4 kg) f lavation listed in lens -up orientation). location listed in lens -up orientation). I All dimensions are inches (centimeters) unless athernvise specified. All dimensions are Inches (centimeters) unless otherwise specified. ORDERING INFORMATION Example: AS2 250M SI 120 SPA SF DNA LPI ORDERING INFORMATION Example: AS2 250M SR4SC 120 SPA SF DNA LPI Cluose the boldface catalog n outenclature that best suits your needs and write it on the Choose the boldface catalog n)mendature that best suits your needs and write it orr the appropriate line. Order accessories as separate catalog number. appropriate line. Order accessories as separate catalog number. AS2400M SR4W TB SPA, DM'19AS PEI, HS, DBE_ — —L__—_-_j_—_u�� T_ —: -- __:=_I_ _--- —___ AS2400M SR3 HS TB SPA, , DM19AS PEI, HS, DB Iu Series Voltage T Mounting ] L _ dons _—__.-- _T Series Voltage 141ountiny 4 ions AS2 200M 120 SPA Square Poll, 11101.111ding Shipped Installed Architectural Colors' A 2 200P 120 SPA Square O mounting (Std) ) Shipped Installed Architectural crugal Colors t AS2 250M 2082 RPA Round pole mounting SF Single fuse (120, 277, 347, ilia TB) Standard Colors AS2 250M 2082 RPA Round pole 11101-judkig SF Single fuse (120, 277, 347, n/a TB) Standard Colors AS2 320M 2402 WBA Wall bracket (up Or down)t DF Double fuse (208, 240, 48UV, n/a TB) DDB Dark bronze IAS2 320M 2402 WBA Wall biackei. (up or down)' DF Double fuse (208, 240, 480V, n/a TG) DDB Dark bronze AS2 350MI 277 ASKMA2 Mast arm adapters PER NEMA twist -lack rete tack only (standard) AS2 350MI 277 ASKMA2 Mast arm ado tel' standard) P Y p PER NEMA Lutist -lack rere)tarle unl { v P 1 I Y P P - t )hut.aronn'v DOIfH Whlt, DSASZ D_Gal a[IV. straight at'!Tl S2 347 ( ) � , t r n A 404M , I err ' r no )houcanti .I DlliIH 1N11itO 1 L1S2 400M 347 D5AS2 Ut. , n ativr. su al . ht • I am { ) square ole 0ni s J I r - P r Enhanced CR corrosion Black corrosion resistance DBL Black TS DC S2 Decorative curve d atm QRS restrike system {2.5UU'Textured Colors rBs DCAS2 Decorative Cw,e+ at , QRS Quartz Ps"u I ke s sue ( 2r0V Textured Colors squaw_ pole only° maximum: lamp Hat included) DSPD Dark gray square )ale only5 maximum, latrip not Included) DSPD Dark gray c H S FIousP"ids shield (SR2 S43. SR4W) DSPJ Light J gray HIS I lou PsRehield {Sfd2 SR3, SR4W) USIPJ Licht JlaJ j --- —tsirihffuon Nate•teIIshas a ung(ue cnllrn9 E.CnoI �FreY cIrru1t DBLB Block Distribution Note: las a unique (]Filling C Emergency circuit DBLB Black SR2 Segmented fYpeIl tern Iatsthat requires all drlinJ TP Tanler proof DllHGt ltP S 2 SeJntented Type, II tem fate that e oes m'IAeric clrilliIJ TP Td n )e' ) r Of DWHGVhte ac dvta r Super roadway fe 1 taneru [ - � specified when a -+{crit 1 )B.IWa u b+, t l Pulse Y atter to be specified when el orderin I 1 P i 1 uV 1 1 7 I 9 aCllf1A �L J,f CWA PLIISe Start ballast f DBpVFi Dark bronze P I 9 SCNIA Super CWA f ulna Staff ballast DBNH Dark bronze SR3 Segmented 1yl)e Ili poles. See example belay. LPI Lam) Included as standard SR3 Segmented Type III pales. See example below. LPI Lamp included as standard Lamp DSPE Green I DSPE Green `- r asymmetric c1S ItTlneCl'IC Fxamale: SSA 104CDirT19ASDDG Example: SSA2U4CDM'1941aDDB Y I I , LILP Less lamp P - f DSPG Dark rod r, LILP Less lamp DSPD Dark led SR4SC Seytnetrtt:d Type IJ Aegis Driltin�r ttattrrn_ n SR4a(, Segmented Type, IJ Aegis nritling_Paitern forward throw, sharp ( Shipped Separately DSPH Rod forward throw, sharp Shipped Separately'' DSPH Rad 9 ( degrees es DM S 1 at 9U degrees DI411 AS 1 at J J dr, e 19A 9 9 1 - 11 1N c t PEI NEMA twist -luck I L 1211 2U8 240V r t f PE CMA twist la k I E 12U 203 21L cutoff .L to f , , V - .uu ff { ( 1 ) DSPF Rtlst DSPF Rust P E` DM28AS 2 at 130 degrees DM28AS 2 at 180 degrees SR4W SegmoB.ecl Type IV rrvitle, PE3 NEW twist -lock PE (347J) SR4W Segmented Type IV wide, PE3 NEh11A twist -lock f I. (347V) SUPPLIER: SUPPLIER: DM2.A5 2 at 90 degrees Gh129A5/. at 90 degrees r 9 r ' � 'd throw 9 �. forward tftraW ) f)Iw I o PE4 NL:h4A twist -lock f C 48UV PEA NEP11J, twist -lock f E 48UV { ) f u of Gonce t &) Illumination wn( Illumination Concept et& P 39 degrees r DM30AS 3 at 9U degrees SR5S Segmented Type V DM As 3 at 90 y PEI blEfVl/\ twist -luck PE (2.77V) Sales, 804.358.2300 SR5S Segmented Type V 9 PEI NEMA lois[-lock PE (277V) Sales, 804.358.2300 ;quare DM40A5 4 at 90 degrees AS2VG Vantlall guard square DM49AS 4 at 90 degrees AS2VG Vandal guard DM32AS :3 at IN degrees SALES REP: DM32AS 3 at 120 degrees SALES REP: (round poles only) SC Shorting Cap for PER option Pat Morgan (round pales only) SC Shorting Cap for PER option Pat Morgan NOTES: 1 Must use reclucedjacketlamp ED2S. p Accesso "es: T_rron A/lountitt 2 Consult factoryFOravailal}ilityinCanada. n ty Slipfitt+er �separate � �I c. number. Onl avail rnlaU�' )tion. 0 2 71 120 277 Old.ra�catalog .IthRPAa .a ballast 120 2 S 40 27 , 3 O3nionalmullr , ( )(J Y I 3 P 3'!7'V in Canarlal. 4 Mounted it, lensuparientaion,fixture isdarnplocation listed. Nurnberaffixtures > S pp. J- JU Thred1 10°-Thr0eQ90Fr) JU ° — r— h Maybe ordered asan accessory. ?-3i8 AST20-19020•{90 AST21111.280 ilia AST20.320 n1a all 7 Additional architectural colors available;ser: 2118" AST25.190 AST25-280 AST25.290 AST25-320 AST25-390ASf25.490 wMAa.lid-onia.comfor inoreinformation. 4" AST35.190 AST35-280 AST35-290 AST35-320 AST35.390AST35-490 Outdoor Sheet #: AS2-M AL -130 NOTES: 1 Must. usereducedjacketlarnla ED28. 2 Consult Faaaly for availability in Canada. — Accessories: Tenon Mounting Slipfrtter 3 O 3r -tea ballast I_0 _08 240 277V 120 277 +� as � t,l rnumLravailahr PAotti t. h , Older a rate � o Cr.u. Orl I,wRhR lir ( )( pp r I 1 J Y I 341VinCana Canada). 4 Mountediti ens-uponentaron,frxtur'eisdamplocationhAP,C). Numberaffixtures ' ' r rx i ° - - 7 P O.D.T � ,Pn e T.nun_ 8 Iw O h P C� r__JU C. JO Shir)edseaarat,l I U.L. One fou 1 U u 9t 1 t.e 12U°lht. foul ff I Y 6 May e ere as b. ordered an accessory. 3(8" ST20.190 20.280 20- 0 Ola 112 A AST Ola AST20-320 I Y Y 7 Additional archrtecturaf colors avallabla; soe 2? -7/8" AST25-190 ASI -25-280 AST25-290 AST25-320 AST25-390 AST25-490 vnm,v.Ilthonia.comrormorerrformauan. 4" AST35-190 AST35-280 AST35-290 AST35-320 AST35-390 ASf35.490 Outdoor Sheet #: AS2-M AL -130 Catalog 1Vnnu6er ORDERING INFORMATION FEATURES & SPECIFICATIONS Li__________1:__�9_� INTENDED USE — Sueets, walkways, parking lots aril surrounding areas. appropriate line. Order CONSTRUCTION — Rugged, die-cast, single -piece alurninurn housing with Segmented Type III nominal Nall thickness of 118". Die-cast duo' irarne has Imp act resistant, Architectural Area & RoadwayLighting 9 9 toITrI)ePd-glass lens (3116` thick), Door fl ante is fully rasket.d With 0ne- Series pfere tubular silicone and has tool -less entry an J resealing. US. Patent No. � D447,590. Canada Patent No. 94324, ___� ,AS2 FINISH - Standard finish is dark bronze (UDI) polyester powder finish, WithIII AS2 200M other arrhitOCtUl'al colors available, Shipped Installed Architectural Colors' OPTICAL SYSTEM - Anodized segmented reflectors for superior uniformity METAL HALIDE and control. Reflectors atLach with tool -less fasteners and are rotatable 20OW, 250W, 320W, 35OW, 40OW r n '10 and utterchaJeable. Five cufdistributions available: Y)_ II (roadway), to 35 Mounting � -Type III (asymmetric), Type IV (forward Chrov# Type IV (wide, fmwar(I throw) 277 ASKMA2 Mast arm acla)tel 5 I and fype V (syntnietric square). AS2400M ELECTRICAL SYSTEM — Ballast is constanC-Wattage autotransformer hal- r r r � 1 t ata _anti r 171 I IUI11 (n) I)t )I) D fl to last standard. 200W, 32OW and 350W require Super CWA Pulse Start ballast 4802 square pale only' (must Order' SCV`JA option). All ballasts are mounted on a ioTtovable power specifications, P tray with toot -less latch and Have positive locking disconnectplugs. plugs. Ballasts RS OLJaI'tZ restrike s stem 2,t0UV Textured Colors Q ( Y are r0 )ler_w)und and 1UU/factoY-tested. Porcelain, mogul -base rocxet EPA: 7.2 l T vaith copper aIItJ, nickel -plated scrcN shell and -trn+,r cortacL LIL listed. I_engt.h: 28.0 (71.0 crit) INSTALLATION -- Integfal arra fur pule ur wall rnourr[iny. Optional tnountinys available. Width: 16.5 (41.9 cin) DLC_=___)_ separately)- 4-1/2" bolt circle template included. Depth: 8.3 (21.0 rut) LISTING — UL I (standard). UL hsLed suitable fa' wet IOCa[l011S (damp Weight: 45 Itis (20.4 kg) i— L — ---� location listed in lens -up orientation). I 350-3501 All climensions are it aches (centimeters) unless otherwise specified. ORDERING INFORMATION Example: AS2 260M SR4SC 120 SPA SF DNA LPI Choose the boldface catalog nomenclature that best scuts year needs and write it uu the SCV+JA Super CVVA Pulse Start ballast appropriate line. Order accessories as separate catalog number. Segmented Type III AS2250M SR2 TB SPA, , DM19AS PEI, HS, DB Series -- —__7--- __+ — — Voltage Mounting - -- --- -_�— SUPPLIER: � � 4 Options AS2 200M 120 SPA Square pole nlOuntiing (std) Shipped Installed Architectural Colors' AS2 250M 2082 RRA Round pole tn0untiing SF Single fuse (120, 217, 341, n(a TB) Standard Calors AS2 320PA 240' UUBA Wall bracket (up or down)' OF Double fuse (208, "240, 4830V, n/a TB) DDB Dark bronze A52350M 277 ASKMA2 Mast arm acla)tel 5 I R t -u •rP (standard PER HEMA t�vis. I t,k lece)ta.l. only Y AS2400M 347 DSAS_ Decoratltc �tlalyllt arm, '? Decorative straight r r r � 1 t ata _anti r 171 I IUI11 (n) I)t )I) D fl to power factor ballasts, 100% copper wound and factory tested for Fell- 4802 square pale only' CR Enhanced cotrosion resistance DBL Black -- r" ,r. r a I ul , TBI D,,AS2 Decorative curved arm 1B RS OLJaI'tZ restrike s stem 2,t0UV Textured Colors Q ( Y Porcelain, vertically-oriented, medium -base pulse -rated socket with square pule Only' maximum, lamp not included) DSPD f)ark gray - INSTALLATION — Four 112" x 11" with double nuts and washers, (shipped S P" H Ilvus,.,lcle sllleld SR2 583 .�R4S ( ^ IJ DSPJ Light gray T Dlstrrbutlorr SR2 Sec mented Type 11 J Y! SCV+JA Super CVVA Pulse Start ballast roadway SR3 Segmented Type III LILP Le -.ss fanip t: . as nunc,llc Y SR4SC Segmented` P Tye. 1V PEI E1 NII. t-IuG IU 2U8 2 Nr.MA t s !. rL 12 40V DSPF Rust fonnrard throw, sharp SUPPLIER: cutoff SR4W P Ser mer Pd Typo- IV wide, rt. de J YI - Sales, 804.35 3 ale 8.2 QO , farW811 [tlI'aW SR5S 1 e(1T7e 1 Segmented Type .9 /p Pat Morgan square r t' EC EmtlJ Y,n. Circuit DBLB Black TPTauI)or xuaf I DVIf H G'dUhite SCV+JA Super CVVA Pulse Start ballast DBNH Dark bronze LPI Larne included as standard DSPE Green LILP Le -.ss fanip DSPG Dark red Shipped Separately51 DSPH Ile (I PEI E1 NII. t-IuG IU 2U8 2 Nr.MA t s !. rL 12 40V DSPF Rust PE3 NEP•AA twist -lock PE 347V SUPPLIER: PE4 NEMA twist lock I C48UV ( ) Illumination Conte & Concept ,- - t r PEI NEMA twice[ I a.k PL 2177 Sales, 804.35 3 ale 8.2 QO , AS2VG Vandal guard SALES REP: SC Starting Cap for PER option Pat Morgan NOTES: 1 Mustusereducedjacketlantp ED28. 2 ConsLrlt.factorytot, availabilkyinCanada. ___— _____ Accessories. Tenon Mounting Slipfitter _ __ o SO�tionalnrult-ta ) ballast (1 _0 208 240,2!7J) (120 2!! Or(lrra- separate cataloJnuaer.Onl available tion. 1JlnCatada , 4 Mounted in lens-uporientaion,fixtureisdamp location listecl. Number afhxtUras 6 ShiPPeJse)aatel . Ieart OR Out, Tv@18U v ltlPc(12U°hr'P ecJ U° fow@9U' 6 May be orderedas accessory,an 23I8 AS720•190 A5720- 288 Ola AST20-320 n!a "Fla 7 Additional architecuaral colors available; soe 2-7/8" AST25-190 AST25-280 AST25-290 AST25-320 AST25-390 AST25-490 w,.ver.lithonia.comforrnoreinforrnatlon. 4„ AST35-190 AST35.280 AST35-290 AST35-320 AST35-390 AST35-490 Outdoor Sheet #: AS2-M AL -130 FEG 0 1 2007 F talog Number I'A L, MV, n�`.A L/,OWTIJVO- - Nates LV FEATURES &SPECIFICATIONS I !TYPe D 1 INTENDED USE — Use for walkways, plazas or pedestrian areas _ Reflector fl CONSTRUCTION — Extruded, one-piece aluminum, 0.156 wall thickness. 's Architectural Bollards Ta cover 5 " wall c 4 P Top I .1 & est aluminum. 'Utter louvers are used, lop is Standard Flared Cone secured to housing with three concealed Allen screws. 42" overall height Shipped Installed tufixture standard. Closed -cell EPDM gasketing is included. KBD8 FINISH --- Standard finish is dark bronze (DDB) polyester powder, electro- 208 statically -applied and oven -cured. Other colors available as options. '9 Q - Quartz Standby' Y OPTICAL SYSTEM Hydrofornied, Ouled anodized, aluminum upper refP - $" SOFT CORNER ROUND for combined wish spun alumirturn, anodized, flared cone is standard.V/ High Pressure Sodium Cylindrical lower reflectors or cast-alumimrm louvers also available. Metal Halide Lens is clear, seamless 100% virgin acrylic, 1;4" wall, flush fitting. / Incandescent Gaskeied, fluted, glass enclosure, when louvers are used. U.111 MHU, 70M 7W MIFF CYA Specular Alzak3 ELECTRICAL SYSTEM — High pressure sodium and metal halide are high s_—. power factor ballasts, 100% copper wound and factory tested for Fell- 1OOM 1GOW MHI able operation. Electrical components arc tray uuntPd with quick -dis- -- connect 11u and are accessible through bola plug g bottom of bollard. 42' Porcelain, vertically-oriented, medium -base pulse -rated socket with CYG Gold Azak copper alloy, nickel -plated shell and center contact. LILP Less limpf INSTALLATION — Four 112" x 11" with double nuts and washers, (shipped Lamp ria included, separately)- 4-1/2" bolt circle template included. 27 LISTING — UL listed for wet locations. Listed and labeled to comply with DNA Natural aluminum Canadian Standards (see Options). I 350-3501 -� a. (, DSS Sandstone Weight: 25.1-34.9 lbs (11.4.15.9 kgs) ORDERING INFORMATION Example: KBD8 50S 85120 SF DDB LPI Choose the boldface catalog nomenclature that best suits your needs and write it on the a )ro rate line. Order accessories assaPal'. a catalog o number. KBD8 32TRTR5, LV 120 H36 D LPI, B Series Warta a 9 _ Reflector fl —— Volae J Options E~ KBD8 a0S sut FPS Standard Flared Cone 120 Shipped Installed tufixture Architectural Colors flmw(ler finish )7 IOS 7lW FPS 1115 Type V distribution 208 SF Single fuse 1120, 3V '9 Q - Quartz Standby' Y 1OOS 11OW HPS Optional Cylindrical 240 .277, not available lthTB 1 )01Ix DDB Dark bronze ndard (standard) 1505 POW HIPS Reflectors 277 DF Double fuse (208, 240 only, not U.111 MHU, 70M 7W MIFF CYA Specular Alzak3 347' available lth TB ) DBL Black 1OOM 1GOW MHI CYB Black AIzak 5 TD Lamp as standard Class{c Colors 11U CYG Gold Azak 2.08 LILP Less limpf DMB Mcdfun e bronze Lamp ria included, CYF Flat black 27 H24 Overall height 24" DNA Natural aluminum 34 Louvers 350-3501 H30 Overall height 30" DSS Sandstone 400, 400° LV Cast -aluminum Must specify voltage. H36 Overall height 36" DGC Charcoal gray FMK -22 - Flange Mounting louvers ELECTRICAL SYSTEM— Ballast is constat-wtta P autotla,sf r mor bal- FD FP totn Outlet DTG Tennis green Consult factory for appropriate DO o - Warning: Refer to and follow the Ilamp Connea component. FG Ground—fault festoon outlet DOR Bright red Accessories Mogul base lain only, 9 P . Y PC PolFcarb)nate IP ns 6 With tool -less latch and have positive larking disconnect plugs, Ballasts Field-Istallsd.. Order as separate catalog number. SCL Scribed ed lense DSB Steel blue R88 Half -shield for 8" round, — HX BALLAST IIVPU1WArfS XT Diode (incandescent only) 150 watt -188 Watts CWA BALLAST INI'U WATTS ) 200 watt-240'atts INSTALLATION — Integral ann For pale or wall mounting. Optional mountings CR Enhanced corrosion D ]�) 14" METAL HAUTE available. Depth: &33 21.0 ern) i resistance SUPPLIER: NOTES: Weight: 45 lbs (20.4 kg) L —� CSA listed and labeled to comply Illumination Concept & 1 Use coated lamp wftrt metal halide sourcos. with Canadian Standards (120, Sales, 804.358.2300 2 Incandescent availai3o i n 120V only. 277, 347V 0n1Y1 3 Alzak Is a registered trademark or ALCOA. SALES REP: 4 347V not available In E•OS. Pat Morgan 5 Optional multi -tap 9allast 1720, 208, 240, 277V). 6 Not available with 1,V option. Additional airchitoc"ural colors available; affable; soe Architectural Calors brochure form no. 794.3. Outdoor Sheet#: KB08-S-M-1 SL -305 !OB NAME E 1RCHWOO❑ PLACE TYPE E / F DARK BRONZE FINISH ORDERING MATRIX LIG�H T �FIX�I UR E W � IGS- T 1FIX°�UR E T C LIGHT 1F1IX°1CUR E 9C9 D LIGHT FIX7 URE 'DI 19 ) DETAIL 19 DETAIL 19 DETAIL � 19 ) DETAIL !OB NAME E 1RCHWOO❑ PLACE TYPE E / F DARK BRONZE FINISH ORDERING MATRIX �� LIP /G! -� ENCLOSURE SAMPLE CATALOG NUMBER: RDS400M12-SFS138C-Q CUL - UL Listed to meet OSA Ds Ll '5 T R M 12 FIXTURE LAMP SOURCE PSC - Pulse Start CWA Ballast. RDS M - Metal Halide 175 watt-211watts S- High Pressure '9 Q - Quartz Standby' Y LENS Sodium 138C- [612 P -Pulse Start Metal E - HI/LO Ballast's thick Halide (Ballast .250 73C - Corning 2W - 2 -way gasketing option must also 3W- 3 -way gasketing Glass be specified) 1870- .18 r' thick WATTAGE VOLTAGE '150-150 12-120 Wiring System' 175 - 1754 20- 2.08 200 - 200' 24 - 240 250-250 27 - 277 320-3201 34 - 347 350-3501 "Use with 208 and 240 volt. Type III (asymmetric), Type IV (forward throw), Type IV (Wide, forward throw) 400, 400° . Must specify voltage. ACCESSORIES (order separately) 'Encased & Pored ballast standarrfor 208 FMK -22 - Flange Mounting Kit ELECTRICAL SYSTEM— Ballast is constat-wtta P autotla,sf r mor bal- DIMENSIONS l I , . tl,l 24" CrC GRMD TEES (609,6 rum) RECESSED 2X2 STATIC LENSED `�11 150-400 watt Metal Halide 150-250 watt High Pressure Sodium �i I' 02 u 9 - 150-400 watt Pulse Start Metal Halide �. i e s of Illumination make this High rev goad T I rJ �'`�•..`-.11 �. aesthetically appealing Designer 2'X2' recessed H.I.D. Lurninaire well suited for use in retail stores, shopping centers, (cabbies and auditoriunTs. - SFA 9 38C - �� LIP /G! -� ENCLOSURE OPTIONS add as suffix SFS - Stale Flat Steel CUL - UL Listed to meet OSA SEA - Static Flat Aluminum standards - State Regressed Steel LP - Lamp provided in fixtureSRS SRA - Stafic Regressed Aluminum PSC - Pulse Start CWA Ballast. VVGD - SRP, w/wireguard WDF- Wired Double Fuse*' 175 watt-211watts WSF - Wired Single Fuse's nominal wall thickness of 1/II". Die-cast lour tnoire has 1r158CC-f SIS aC , '9 Q - Quartz Standby' Y LENS OEM - Quartz Emergency' 138C- [612 QTD - Quartz Time Delays 114C- PSI 2'182 E - HI/LO Ballast's thick NFZ Plan -foal zone NFZ - .250 73C - Corning 2W - 2 -way gasketing Pattern 73 3W- 3 -way gasketing Glass HJR -Horizontal La n T 1870- .18 r' thick EP -Encased &Potted Ballast Pattern 12 Lens EC -Wired for Electra -Connect other architectural colors available. Wiring System' l2r maximum, lamp [lot incuded) DSPD Dark gray Footnobs: HALIDE OPTICAL SYSTEM -Anodized segmented reflectors for superior tmiFumtity 4Not available in High Pressure Sefton. METAL 'Pulse Start Metal Halide only. 350 watt -400 vatts 9'Not available in standard Metal Y,alide. 2UUW, 250W, 32OW, 35OW, 40OW a"Pre-wired by factory. and interchangeable. Five cutoff distributions available: Type II (roadway), 'Requires 120 volt secondary povT supply. 10' to 35' Mounting "Use with 208 and 240 volt. Type III (asymmetric), Type IV (forward throw), Type IV (Wide, forward throw) *Use with 120,277 and 347 volt. 400 watt-450',atts Must specify voltage. and Type V (syntrneric square). 'Encased & Pored ballast standarrfor 208 and 240 vol. EP suffix netrequiredfor these ELECTRICAL SYSTEM— Ballast is constat-wtta P autotla,sf r mor bal- oltages. v Consult factory for appropriate DO o - Warning: Refer to and follow the Ilamp Connea component. manufacturer's warnings and in:strurtiors. General Notes: (must order SCWA option). All ballasts are mounted on a removable paver Mogul base lain only, 9 P . Y AN o are finstalled. options factory With tool -less latch and have positive larking disconnect plugs, Ballasts AN accessories are field imialled. ENERGY DATA are copper -wound and 100r Far -tory -tested. Porcelain, mogul -base socket HIGN PRESSURE MIL1M — HX BALLAST IIVPU1WArfS r - t I 150 watt -188 Watts CWA BALLAST INI'U WATTS ) 200 watt-240'atts INSTALLATION — Integral ann For pale or wall mounting. Optional mountings __ 250 watt -295 atts D ]�) 14" METAL HAUTE 12.3/4" 23.9 mm) / iI I, I II t F (355.6 mm) Fix BALLAST INP ,WATTS 150 watt-185'atts CWA BALLASTINKWATTS Notes Type O "� -aI INTENDED USE --- Streets, walkways, parking lots and surrOl-tnding areas. 150 watt-189v9us S114W TB SPA, DM28AS ID �!��� 6;;17— __ in� 175 watt-211watts AS2 200M nominal wall thickness of 1/II". Die-cast lour tnoire has 1r158CC-f SIS aC , Shipped Installed Architectural Colors' Architectural Area & Roadway Lighting 200 watt-232'naas r � + P- tempered, glass lens ,3116" thick). Door frame Is fully ,1as;ceted with on, -- 24" O.C. GPotD TEES —. 250 watt -295 emis ""`�--� � PER NEMA Nvist-lock receptacle only I (standard) (609.6 trim) D447,590. Canada Patent No. 94324. 250 wall -288 vatts A%J10 4802 square poll, only5 FINISH — Standard finish is dark bronze (DDB) polyester powder finish, with _,_� (Pulse Stan Metal lalide) QRS Quartz restrike system 0V TexturedmP d Colors other architectural colors available. _T l2r maximum, lamp [lot incuded) DSPD Dark gray 320 watt -368 ,Pitts HALIDE OPTICAL SYSTEM -Anodized segmented reflectors for superior tmiFumtity — METAL Depth: De n. ,n __7_ I 350 watt -400 vatts Weight: 45 lbs (20.4 kg) L 2UUW, 250W, 32OW, 35OW, 40OW T.: and interchangeable. Five cutoff distributions available: Type II (roadway), 400 watt -458 Valls 10' to 35' Mounting = Type III (asymmetric), Type IV (forward throw), Type IV (Wide, forward throw) square pole only5 400 watt-450',atts 'I and Type V (syntrneric square). HS HOUSP.Sidal shield (SR2, SR3, SR4VV9 DSPJ Light, gray (Pulse Start Metal lolide)) ELECTRICAL SYSTEM— Ballast is constat-wtta P autotla,sf r mor bal- CN14020 m 0 rn (A (A m Q iv X PQ i (A " 0 r - I'm Z V) M G ORDERING A L/ �X7/!IA L1 4-_ r1 a Catalog Number � r7— 1 Jnr.- i/�"i! FEATURES & SPECIFICATIONS Notes Type O accessories as separate catalog number. INTENDED USE --- Streets, walkways, parking lots and surrOl-tnding areas. AS2400M S114W TB SPA, DM28AS ID CONSTRUCTION— to9ge.Jucr st, sin le alere aluminum housing With 6;;17— __ in� _ Optinns AS2 200M nominal wall thickness of 1/II". Die-cast lour tnoire has 1r158CC-f SIS aC , Shipped Installed Architectural Colors' Architectural Area & Roadway Lighting 2082 RPA ROund pole mounting r � + P- tempered, glass lens ,3116" thick). Door frame Is fully ,1as;ceted with on, AS2 320M 2402 WBA Wall bracket (up or do},vn)a = = piece tubular silicone and has tool loss entry arid resealing. US. Patent No. ""`�--� � PER NEMA Nvist-lock receptacle only I (standard) ' D447,590. Canada Patent No. 94324. (no photocunu'ol) D{NH White A%J10 4802 square poll, only5 FINISH — Standard finish is dark bronze (DDB) polyester powder finish, with _,_� � QRS Quartz restrike system 0V TexturedmP d Colors other architectural colors available. _T l2r maximum, lamp [lot incuded) DSPD Dark gray r � HALIDE OPTICAL SYSTEM -Anodized segmented reflectors for superior tmiFumtity — METAL Depth: De n. ,n __7_ I and control. Reflectors attach with toOkless fasteners anti are IoLatable Weight: 45 lbs (20.4 kg) L 2UUW, 250W, 32OW, 35OW, 40OW T.: and interchangeable. Five cutoff distributions available: Type II (roadway), rr i ] r— K J 10' to 35' Mounting = Type III (asymmetric), Type IV (forward throw), Type IV (Wide, forward throw) square pole only5 ma)(fnlurn, lamp flat included) DSPD Dark gray 'I and Type V (syntrneric square). HS HOUSP.Sidal shield (SR2, SR3, SR4VV9 DSPJ Light, gray ELECTRICAL SYSTEM— Ballast is constat-wtta P autotla,sf r mor bal- fast standard. 200W, 320VV and 350VV require Super CWA Pulse Start ballast last (must order SCWA option). All ballasts are mounted on a removable paver Specifications With tool -less latch and have positive larking disconnect plugs, Ballasts are copper -wound and 100r Far -tory -tested. Porcelain, mogul -base socket EPA: 1.2 R2 — f P *' f center '-r I With e all) ni el- ]rated SCI ,W hell and . _lit r Carta _t. IJI_ listed. caPe r y, ck p Length: 28.0 (11.0 cm) — INSTALLATION — Integral ann For pale or wall mounting. Optional mountings Width: 16.5 (419 cru) D ]�) available. Depth: &33 21.0 ern) i — r LISTING UL I_Ist_.I (standard). UL listed suitable for 'Net IO.ntraJT,dam ( p Weight: 45 lbs (20.4 kg) L —� location listed in lens -up orienta[iarl). All dimensions are inches (centimeters) unless otherwise specified. m 0 rn (A (A m Q iv X PQ i (A " 0 r - I'm Z V) M G ORDERING INFORMATION Example: AS2 250M SR4SC 120 SPA SF DNA LPI P Chose the boldface catalog nomenclature that best suits your needs and write it on the raa.ly, ay appropriate line. Order accessories as separate catalog number. LILP Less lamp AS2400M S114W TB SPA, DM28AS PEI, HS, DB Serla1 s 6;;17— __ in� _ Optinns AS2 200M 120 SPA Square pole mounting (std) Shipped Installed Architectural Colors' AS2 250M 2082 RPA ROund pole mounting SF Single fuse (12U, 217, 347, n/a TB) Standard Colors AS2 320M 2402 WBA Wall bracket (up or do},vn)a OF Double fuse (208, 240, 48W, n/a TB) DDB Dark bronze AS2 350M1 277 ASKMA2 Mast arm adapter'5 PER NEMA Nvist-lock receptacle only I (standard) ASZ 400MI 347 DSAS2 Decorative staighitt arra, (no photocunu'ol) D{NH White last standard. 200UV, 320IN arid 35UW require SL;per CWA Pulse Steri ballast 4802 square poll, only5 CR Enhanced car fusion resistance DBL Black Specifications TB3 DCAS2 Decorative CLIfVe1 aI 1 , QRS Quartz restrike system 0V TexturedmP d Colors are copper -wound arid 100'/ factory -tested. Porcelain, ruagul-base socket square pole Onlys l2r maximum, lamp [lot incuded) DSPD Dark gray t D r '\ Len Ch: 28.0 7L(, r.rnL K r( Width: 16.5 ,)tan . J J J l J available. t HS Houseside shield (SR2, SR3, SR4W) DSPJ Light gray EC Ernorgency circuit Dlsinhutron J SR2 Segmented Type II SCWA Super CWA Puts(' Start ballast. raa.ly, ay Si Segmented Type III LILP Less lamp asymmetric SR4SC Segmented Type IV PEI NEMA twist -lock PE (120, 2013, 24UV) forward throw, sharp PE3 NEMA twist -lock PE (347V) cutoff SR4W Segmented Type IV wide, PEI NC[VIA twisL-lack PE (277V) forward throve SR5S Segmenter) Type V SC Shorting Cap for PER option square EC Ernorgency circuit DBLB Black TP Tamper proof DHUHGWhite SCWA Super CWA Puts(' Start ballast. DBNH Dark bronze LP1 Lamp included as standard DSPE Green LILP Less lamp DSPG Dark red Shipped Separately" DSPH Red PEI NEMA twist -lock PE (120, 2013, 24UV) DSPF Rust PE3 NEMA twist -lock PE (347V) SUPPLIER: PE4 NEMA twisC-lock PE (480V) Illumination Concept & PEI NC[VIA twisL-lack PE (277V) Sales, 804.368.2300 AS2VG Vandal guard " 20UW, 250W, 32OW, 351I 400W Tri '10' SC Shorting Cap for PER option SALES REP: Pat Morgan NOTES: Nates.P�M 1 Must user educedjacketlamp ED28. Example: AS2 250M SR4SC 120 SPA SF DNA LPI 2 Consult factory for availability in Canada. Accessories. Tenor] Mountirr(,j' s'lipfitter 3 Otxianalmulti-tap ballast ('120,208,240,277V)(120,277, Order as sepal ate catalog nurnber.OnlyavaiiabfewithRPAnption. 347V in Canada). Architectural Area & Roadway Lighting 4 Mounted in lens-uporientaian,fixtureisdamplocation listed. Plurnheroffixtures Sr Shippedseparately. Taman O.D. One Twos' -180" Two@90° Three@120°Three@90° FOuC-90' 6 May be Ordered as an accessory. 2-318" AST20-190 AST20-280 nla AST20-320 1712 Off 7 Additional architectural colors available; see 2-718" AST25-190 AST25-280 AST25-290 AST25-320 AST25-390 AST25-490 Min,Gthonia.comform<areinFOrmation. 4" AST35-190 AST35-280 AST35-290 AST35-320 AST35-390 AST35-4+94 Outdoor Sheet #: AS2-M AL -130 GatalogNuurber fA LIrM,Z7 M/A LlV Al�IV Nates.P�M SR2 Example: AS2 250M SR4SC 120 SPA SF DNA LPI INTENDED USE — Sueets, walkways, parking lots and surrounding areas. your needs and write it on the CONSTRUCTION — red P Rugged, ,die cast single I_co aluminum housing 2 9J J p )us t with J appropriate line. Order nominal wall thickness of 118". Die-cast door irarne has impact resistant, Architectural Area & Roadway Lighting tempered, glass lens (3116' thick). Door Earns is fully gaskewd with one- AS2250M )iece tubular silicone and has to - entry art P ( olless cr J d resealing. US. Patent Na.4Z D447,590. Canada Patent No. 94324, I FINISH —Standard finish is dark 1)rnitze (DDB) polyester povvdor hnisll, with r_� other architectural Cola's available. Segmented Type IV wide, OPTICAL SYSTEM — Anodized segmented rellecturs for superior uniformity METAL HALIDE and control. Reflectors attach with tool -fess fasteners and are rotatable " 20UW, 250W, 32OW, 351I 400W Tri '10' arid interchangeable. Five cutoff distributions available: Type it (roadway), g to 35' Mounting Type III (asynirnetric), Type IV (forward throw), Type IV (wide, forward throw) SPA Square pole manuring (Std) and `r - nJ Type 1 �'rnntenl_ scuaro. {y ? Yp I AS2 250M ELECTRICAL SYSTEM — Ballast is constant -wattage autotrarlsfor'nter bal- RPA Round pole mouniting last standard. 200UV, 320IN arid 35UW require SL;per CWA Pulse Steri ballast AS2 320M (Host. order SCWA option). All lallas[s are mounted art a removable power Specifications tray with tool -less latch and have positive locking disconnect plugs. Ballasts AS2 35OM7 are copper -wound arid 100'/ factory -tested. Porcelain, ruagul-base socket EPA: 12 It' — ��. With r r Nllh copper alto nl _kel-)laced s- r shell an • r l listed. pP Y- I I.w I d center contact. JL liste.l. t INSTALLATION — Integral arra fur a mounting. r mountings lit )ole. ar wall rn) t ort.. Optional u t n al mourn n t D r '\ Len Ch: 28.0 7L(, r.rnL K r( Width: 16.5 ,)tan . J J J l J available. t (41.7 cm} (fit) photucontrol) D4JVH White Depth: De n. ,n __7_ I LISTING — UL Listed (standard). UL listed suitable for wet locatives (damp Weight: 45 lbs (20.4 kg) L location listed in lens -up orientation). I TB3 All dimensions are inches (centimeters) unless otherwise specified. FEATURES &SPECIFICATIONS ORDERING D' INFORMATION SR2 Example: AS2 250M SR4SC 120 SPA SF DNA LPI Ctxtose the boldface catalog nomenclature that best suits your needs and write it on the SR3 appropriate line. Order accessories as separate catalog number. SR4SC AS2250M SR4W TB SPA, DM28AS PEI, HS, DB i SR411V Segmented Type IV wide, PEI NEMA twist -lock I'L (277V) Sar s Valltaye Mounting Options AS2 200M 120 SPA Square pole manuring (Std) Shipped Installed Architectural Color's' AS2 250M 2082 RPA Round pole mouniting SF Single fuse (120, 277, 347, ilia TB) Standard Colors AS2 320M 2.402 WBA Wall bracket (up cur dovin)t DF Double fuse (2.08, 240, 48OV, Fria TB) MMM7777771 AS2 35OM7 277 ASKMA2 Mast arm adapter's PER NEMA DNist-lock receptacle only I (standard) AS2 400Mt 347 DSAS2 Decorative straightt arra, (fit) photucontrol) D4JVH White 41802 square pole only° CR Enhanced ron'osion resistance DBL Black TB3 D(AS? DeCa'aCIVe CLrJefd an7 QRS Quartz restrike system (250W Textured Colors square pole only5 ma)(fnlurn, lamp flat included) DSPD Dark gray 'I HS HOUSP.Sidal shield (SR2, SR3, SR4VV9 DSPJ Light, gray NOTES: 1 Mustuse reducedjackeL lamp ED28 EC Emergency circuit is autlon SR2 Segmented Type 11 SCWA Super CWA Pulse Start ballast rvadway SR3 Segmented Type III LILP Less lamp asyluneuic SR4SC Segmented Type IV PEI NEIVIA twist -lack PE (120, 208, 240V) for)Nard uu'OVJ, sharp PE3 NEMA twist -lock PC- (347V) cutoff SR411V Segmented Type IV wide, PEI NEMA twist -lock I'L (277V) forward throw SR5S Segmented Type V SC Shorting Cap for PER option scluare NOTES: 1 Mustuse reducedjackeL lamp ED28 EC Emergency circuit DBLB Black TP Tamper proof DWHG11Uhite SCWA Super CWA Pulse Start ballast DBNH Dark bronze LPI Lamp included as standard DSPE Green LILP Less lamp DSPG Dark red Stripped Separately' DSPH Red PEI NEIVIA twist -lack PE (120, 208, 240V) DSPF Rt1SC PE3 NEMA twist -lock PC- (347V) SUPPLIER: PE4 NEMA twist -lock PE (480V) Illumination Concept & PEI NEMA twist -lock I'L (277V) Sales, 804.358.2300 AS2VG Vandal guaI'd SALES P.EP: SC Shorting Cap for PER option Pat Morgan 2 Consultfactoty for availability in Canada. Accessories: Tenon Irllourrting Slipfitter 3 O)tianalrnulti-tapballast (120,206,240,277V)(12.0,277, Order asseparatecatalognurnber.Only availablewithRPAoptian 347V inCanada), 4 Mounted in lens-uporientaion,fixture is clamp location listed. Nurnberoffrxtures 5 Shippedseparately. Tenon O.D. One Two'@180° Twora)90° TltreoCY120'Thrse-190° Fourat90' 6 May be ordered as an accessory. 2-318" AST20-190 AST20-280 ilia ASTZO-320 iiia nla 7 Additional architecturalcolarsavailabie;see 2-718" AST25-190 AST25-280 AST25-290 AST25-320 AST25-390 AST25-490 www.fithoniaxornfor 'mol, einformation. 4" AST35-190 AST35-280 AST35-290 AST35-320 AST35-390 AST35.490 Outdoor Sheet #: AS2-M AL -'130 f',;q _� ,,n I- €;� - I, L 1 1' 1 1 r L 111it DARK BRONZE FINISH DESCRIPTION The 7000 Series Flood Lightis a compact, high performance outdoor fixture accommodating lampsto 70 Watt HID. This unit is designed to provide consistent styling within Hydrp l•s floodlighting s stP ms. With a variety of distributions and mounting options, the 7000 greatly extends the uniform lighting capabilities of lower level floodlights. This fixture is fully sealed and suitable for wet locations. FEATURESI: S ECIFICATIONS �P MATERIAL: Die cast .aluminum housing and door. LAMP: Incandescent: T-4 Mini -can to 100 Watts. Fluorescent: TRT Triple Tube lamps to 42 Watts. HID: T-6, I 1 2 to 70Watts, E-17 medium base to 70 Watts; Elliptica 1, E-27 to % Watts SOCKET: Incandescent:Mini-can screw base, Fluorescent: 4 -Pin, GX240 base. HID: G-12, med.um, or E27 base pulse -rated 4KV. VOLTAGE: See orderingguide DISTRIBUTIONS: TSP-tightspot NHSP-Narrow Horizontal Spot MFL-Modium Flood FL -Flood REFLECTORS: High purity anodized specular, semi -specular, or patterned lighting shoot irivariousconfigurations designedto provide maximum performance and uniformity. LENS: Flattempered glass. MOUNTING: Knuckle oryoke mounted (180° vertical, 360° rotation), Knwckle Mount: Die cast aluminum with 1/2" NFT galvanized nipple. Yoke Mount: Aluminum with 6' of 18-3 STW flexible cord for U S standard, 2,5n1 of 3GX1.0lum H07RN-F cable for European standard. Pollynleryoke caps are blackfinish. GLARE CONTROL: Internal glare control elements. External, adjustable barn doors or fixed glare shields available. BALLAST: Integrally mo,inted ballasts rated for lowtemperature.s. Fixtures are'100%factorytested. FINISH: See ordering guide for colors. FASTENERS: Stainless $feel LISTING: U.L., C.U.L., CE, NEMKO WEIGHT: 20lbs. EPA: 0.64 NOTE: All lamps must borated for "Universal (Burning Position" because fixture tilt chang9s lamp orientation, t(� Hyd rel is an ISO 9001 111 Certified tvlanufaaiurer TYPE JOB NAME PART' NUMBER 7000 42TRT MVOLT FL YM SMSA-,jj BD LPI DDB —del Lamp Voltage Qisi777 Mrrmriting MounungAccess. Accassarirs Olnans TM t7etmg 11 3/4, 298 (6152) 1. 11 r-- - , I KM Knuckle Mount 5 /4" � 13 j/8„ <- 5 3/¢„ 3. {352} — {"1461 �, L Q 8 •1 /4„ -� (.2101 -- I YM Yoke Mount NOTE: HYDREL RESERVES THE RIGHT TO MODIFY SPECIFICATION WITHOUT NOTICE. Any dimension on this sheet is to be assumed as a reference dimension: "Used -fur information purposes only. It does not govern manufacturing or inspection requirements." (ANSI Y14.5-1973) APPROVALS 102006 Hydrel 12881 Bradley Ave. Rev. 11/1106 SVIniai,CA91342 7000 Phono:818-362-9465 Fax:818-362-6548 W-Vow.hydrel.coru LIGHT" FIXTURE T DETAIL Mm NMI IN I W 1 "' CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE,1R VIRGINIA 22902 PH, 434-295-4005 FAX 131-295v2103 �tiTH OF r j , �e � � ? _k �A P, Alan G. Franklin Lc. No. 35326 Y-6 I I4� w,I I O,,SS��1 TONAL 4" -1 IT" OF T f (' KO,`_`� f,�, y Steven W. Edwards Uc. No. 0931 [� �� 1�'' t_�ti ,,�f� O~ G LJ �vDSCNV SCALE. AS S1410"WN ISSUED: ]DRAWN BYo SW]E 0, 11-6-06, INITIAL SUBMITTAL L 12-14-:06, ARB COMMENTS 1 12-21-06, A'CSA COMMENTS 3, 12.27-106, 'COUNTY COMMENTS 4, 01-1 -07, A'CSA COMMENTS S, 01-31-07, REV, FIXTURE LABELS 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. O TERRA CONCEPTS, P.C. SHEET HT FIXTURE IF AND T-' . f7lH GIXTREG. ('G . ��GH�FIXTURE'HI �E l �"�]I� � ° ��1�I� DETAIL19 f',;q _� ,,n I- €;� - I, L 1 1' 1 1 r L 111it DARK BRONZE FINISH DESCRIPTION The 7000 Series Flood Lightis a compact, high performance outdoor fixture accommodating lampsto 70 Watt HID. This unit is designed to provide consistent styling within Hydrp l•s floodlighting s stP ms. With a variety of distributions and mounting options, the 7000 greatly extends the uniform lighting capabilities of lower level floodlights. This fixture is fully sealed and suitable for wet locations. FEATURESI: S ECIFICATIONS �P MATERIAL: Die cast .aluminum housing and door. LAMP: Incandescent: T-4 Mini -can to 100 Watts. Fluorescent: TRT Triple Tube lamps to 42 Watts. HID: T-6, I 1 2 to 70Watts, E-17 medium base to 70 Watts; Elliptica 1, E-27 to % Watts SOCKET: Incandescent:Mini-can screw base, Fluorescent: 4 -Pin, GX240 base. HID: G-12, med.um, or E27 base pulse -rated 4KV. VOLTAGE: See orderingguide DISTRIBUTIONS: TSP-tightspot NHSP-Narrow Horizontal Spot MFL-Modium Flood FL -Flood REFLECTORS: High purity anodized specular, semi -specular, or patterned lighting shoot irivariousconfigurations designedto provide maximum performance and uniformity. LENS: Flattempered glass. MOUNTING: Knuckle oryoke mounted (180° vertical, 360° rotation), Knwckle Mount: Die cast aluminum with 1/2" NFT galvanized nipple. Yoke Mount: Aluminum with 6' of 18-3 STW flexible cord for U S standard, 2,5n1 of 3GX1.0lum H07RN-F cable for European standard. Pollynleryoke caps are blackfinish. GLARE CONTROL: Internal glare control elements. External, adjustable barn doors or fixed glare shields available. BALLAST: Integrally mo,inted ballasts rated for lowtemperature.s. Fixtures are'100%factorytested. FINISH: See ordering guide for colors. FASTENERS: Stainless $feel LISTING: U.L., C.U.L., CE, NEMKO WEIGHT: 20lbs. EPA: 0.64 NOTE: All lamps must borated for "Universal (Burning Position" because fixture tilt chang9s lamp orientation, t(� Hyd rel is an ISO 9001 111 Certified tvlanufaaiurer TYPE JOB NAME PART' NUMBER 7000 42TRT MVOLT FL YM SMSA-,jj BD LPI DDB —del Lamp Voltage Qisi777 Mrrmriting MounungAccess. Accassarirs Olnans TM t7etmg 11 3/4, 298 (6152) 1. 11 r-- - , I KM Knuckle Mount 5 /4" � 13 j/8„ <- 5 3/¢„ 3. {352} — {"1461 �, L Q 8 •1 /4„ -� (.2101 -- I YM Yoke Mount NOTE: HYDREL RESERVES THE RIGHT TO MODIFY SPECIFICATION WITHOUT NOTICE. Any dimension on this sheet is to be assumed as a reference dimension: "Used -fur information purposes only. It does not govern manufacturing or inspection requirements." (ANSI Y14.5-1973) APPROVALS 102006 Hydrel 12881 Bradley Ave. Rev. 11/1106 SVIniai,CA91342 7000 Phono:818-362-9465 Fax:818-362-6548 W-Vow.hydrel.coru LIGHT" FIXTURE T DETAIL Mm NMI IN I W 1 "' CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE,1R VIRGINIA 22902 PH, 434-295-4005 FAX 131-295v2103 �tiTH OF r j , �e � � ? _k �A P, Alan G. Franklin Lc. No. 35326 Y-6 I I4� w,I I O,,SS��1 TONAL 4" -1 IT" OF T f (' KO,`_`� f,�, y Steven W. Edwards Uc. No. 0931 [� �� 1�'' t_�ti ,,�f� O~ G LJ �vDSCNV SCALE. AS S1410"WN ISSUED: ]DRAWN BYo SW]E 0, 11-6-06, INITIAL SUBMITTAL L 12-14-:06, ARB COMMENTS 1 12-21-06, A'CSA COMMENTS 3, 12.27-106, 'COUNTY COMMENTS 4, 01-1 -07, A'CSA COMMENTS S, 01-31-07, REV, FIXTURE LABELS 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. O TERRA CONCEPTS, P.C. SHEET fA Llmonn m Lr wrlAwm FEATURES & SPECIFIICATIONS CONSTRUCTION Waidable-grade, hot -rolled, commercial -quality carbon steel tubing with a minimum yield of 55,000 psi (11 -gauge), 50,000 psi (7 -gauge). Uniform wall thickness of .125' or .169", Shafts are one-piece with a longitudinal electric resistance weld. Uniformly square in cross-section with flat sides, small corner radii and excellent torsion. Available shaft widths are 4", 5" and 6 Anchor base is fabricated from hot -rolled carbon steel plate that meets or exceeds a min(murn yield strength of 96,000 psi. The anchor base is provided with slotted holes. Base cover is finished to match pole, A handhole having nominal dimensions of 3" x 5" for all shafts- Included is a cover with attachment screws. Top cap provided with all drill -mount poles, Fasteners are high-strength galvanized zinc -plated or stainless steel. FINISH --- Dark bronze (DDB) polyester powder standard. Other architoc- turtil colors available, GROUNDING - A nut holder located immediately inside the handhole rim is provided with a 1/2" - 13 UNC ground holt and nut ANCHOR BOLTS -- Top protion of anchor bolt is galvanized per ASTM A- 153. Made of steel rod having a minimum yield strength of 55,000 psi, (Catalog Number INotos Type lit _ Anchor Base Poles SQUARE STRAIGHT STEEL SUPPLIER: Illumination Concept 8, Sales, 804,358.2300 SALES REP: Pat Morgan ORDERiNG INFORMATION Example; SSS 20 5C OM19 DDR Choose the boldface catalog aomanciaturs that bastaults your needs and write it in the appropriate hunk. FSS 1812Q 4C CM19 EIDBL Shaft typo 711,111, 1 Nominal shaft Nominal shaft base size/ -m�-- Mounting' Options length wail thickness SSS Shipped Installed Architectural Colors Tenon Mounting 10 - 39 feet (See back page.) PT Open top L/AB LessAnchorBults (powderfinish)r (See back page.) T20 2.318" O,D, (2" NPS! VD Vibration Damper Stondard Colors The nominal sham length la determineTP Tampor Proof 008 Darkbronze depending on It the pole is mounted on a TR0 2-700.0, (2112"MPSI Hxx'-s HorizontelAnn OWN White concrete base T30 3"1/2" D,D. (S' NPS) Bracket li fixture) T3i52 4" 0,0• (3.1/2" NPS) FDfxxf Festoon Gudetless DBL Black HANDI"'iOLE ORIENTATION Drill Mountiu92 electrical Classic Colors DM19 lat90° FGLxx+ Festoon ON Outlet OMS Medium bronze losselectrical DNA Natural OM28 28tta0° 12CPxx4 112" Coupling aluminum 0M28PL 2at180°with one side 34CPxx4 3/4" Coupling bss Sandstone D y - ; \ B plugged 1CPxx1 I"Coapting DGC Charcoalgray DM29 2at00° 12NPxx4 112"ThreadedNippie OTC Tannisgrean ` �' 0MJ9 3at9v 34NPxx4 3/4"ThreadedNipp le OM+49 4atg0° 1NPxx4 I" Threaded Nip a ie 08R Brightred A Aods Drill Mounting? HHxx4A Extra Handhoie OSB Steel blue GALV Galvanized 0M19AS tat60° MandhOle finish NOTES: 0M28As 2at1801 1 When orderingg tenon mounting and drill mounting for the same DM29AS 2at9D° pole, follow ttris example: DM28/r'24• The combination requires an OM39AS 3at9D° extra handhole. 2 3-1/2" and 4" tenons available on 5" and 6" shafts only. DM49AS 41t9o° 3 The drilling template to be used for a particular luminaire depends Bolt on the luminalra that is used. Refer to the Technical Data Section of the Outdoor u door Binder for Drilling em tea. T la p IMPORTANT INSTALLATION NOTiV 'd 'n SPcallI location and orientation when ordering option, 0 0o rm1 eract polos s out he e txtu as,ostailed .4 - For let "x": Specify the height in feet above base of pole. + Faotory-supplied templates must ho used when setting anchor bolts. Lithnma will net accept Blah far Incorrect anchorage Example: aft =5 and 20ft = 20 placemont due to failure to use ttatory tomplato. Far 2nd Specify orientation from handhole tA,6,C;D) . It poles Ars stored outside, all praactiva wrapping must be its Refereto the Handhole Orianiattan diagram on this page, the removed to prevent finish damage. 5 Horizontal arm is la" x 2-3/8" D.D. tenon standard, o LRhonla isnot responsible far the foundation design. 6 Combination of tenon -top and drill mount requires extra handhole, 7 Additional colors available; see Architectural Colors brochure, • Installationhlais; rogrespuirea grout 4o be packed under ossa to ensure form no, 794.3, full contact with foundation. Outdoor Sheet#: Pole -SSS PL • 320 LIGHT T F 11-2K7TU E POLE DETAIL SSS Square Straight •# Poles TECH NICALINFOBMATION Bolt Bolt Base Anchor Warehouse Template EPA (fta) with 1.3 gust Circle Projection Square Catalog Number Nominal shaft length (feet) Pole Shaft Siwe(inxinxftj Wahl Thickness ilnohas) Gau e 80 mph Max. weight 90 mph Max. weight 100 mph Max, wai, ht BoltCirclo (inches) BoltSize in.xin. xin,? Approximate shipwoight (pounds) SSS 10 4C 10 4.0 x 10,0 0.125 11 30,6 765 23,8 595 18,8 1 473 8--9 3/4 x 18 x 3 75 SSS 12 4C 12 4.0 x 12.0 0.125 11 24.4 610 18.8 470 142 370 8--9 314 x 18 x 3 90 SSS 14 4C 19 4,0 x 14.0 0,125 11 19.9 498 151 378 113 293 8--9 3/4x 180 3 100 SSS 16 4C SSS 98 4t; '. SSS 20 SSS 20 40 16 l _ 18 - 20 20 4,0 x 16,0 4.0 x 18,D -4A x 2D,0 4.0 x 20,0 0,125 0.125 a 4.125 0,188 11 _11 -11 7 15,9 _92,6 8.6 16.5 398 - 315 _244 _ 415 11.8 _9,2 6.7 12.25 295 1137 310 8,9 4, 9,3 223 168 15� 240 8--9 8- 9 ti 4 &-9 8--9 314 x 18 x 3 3.4 x 18 x 3 3/4x'18 x 3 3/4 x 30 x 3 115 125 R„ -� 140 f 198 SSS 205C 20 5.0 x 20,0 0,125 11 17,7 443 123 343 9,4 235 10--12 1 x 36x 4 185 SSS 20 5G v 20 5.0 x 20.0 0,188 7 28.1 703 21.4 535 16,2 405 10--12 1 x 36 x 4 265 SSS 25 4C 25 4,0 x 25,0 0.125 11 4,8 150 22.6 100 1.0 50 8--9 3/4 x 18 x 3 170 SSS 25 4G 25 4,0 x 25.0 0.188 7 10,8 270 7.7 188 5.4 135 8--9 3/4x 30 x 3 245 SSS 25 sc25 _ 5.0 x 25.0 0,125 11 9.8 245 5,3 757 17 150 10--12 1 x ?6x 4 225 SSS 2K 25 5.0 x 25.0 01188 7 18.0 350 12.6 350 9.0 250 10--12 1 x 36 x 4 320 SSS 3O 4G 1 30 4.0 x 30.0 0,188 7 6,4 160 4.0 100 23 58 8--9 3/4x 30x 3 295 SSS 3150 30 5.0 x 30.0 0,125 11 4.7 150 2,0 50 10--12 1 x 36 x 4 - - 265 SSS 30 5G 30 5,0 x 30,0 088 7 10.7 267 6.7 167 19 100 10--12 1 x 36 x 4 380 SSS 30 6G SSS 35 5G SSS 35 GG SSS 39 BGG 30 35 35 39 6.0 x 30,0 5.0 x 35,0 6.0 x 35,0 6,0 x 39.0 0.188 0,188 0.188 0.188 7 7 7 7 153 5,9 9.5 5.1 392 150 237 128 10,2 2.5 5,0 1.3 257 100 1 150 33 6.4 -- 1.8 160 50 11--13 10--12 11--13 11--13 1 x 36 x 4 1 x 36 x 4 1 x 36 x 4 1 x 36 x 4 520 440 540 605 BASE DETAIL. _55T Bolt Bolt Base Anchor Warehouse Template ease Circle Projection Square Bolt Anchor Balt Number Size A 8 C Description Description 4"C 8-112" 2-3/4°-4° 8" ASSSS-4C A1318-0 PJ50004 4"G 8-i!?." 2.3/4"-4" 8" ABSSS-413 A830.O PJ50004 5" 10"-12" 3-3/8"4" it" ABS813-5 A636.0 PJ50010 6" i1"-19' 3.3/8"-4" 12-1/2,, AB558-6 A896-0 PJ50011 IMPORTANT; • These spocificaitio:s are'mtanded for general purposes only. Lithonia reserves the right to change rmatarlal or design, without prior notice, In s continuing effort to npgr,nda its products. Lithonia Lighting AW Alk LI/�ANIALo ' Acuitytig9rttngOraaap,fee, "Now Outdoor Lighting One Lithonia Way. Conyers, 0A 84012 Phone:770- 9011 922.0 Fax:77n-918.12119 in Conedo: 1100 50th Ava„ Lachine, tluabec H8T2V3 Sheet *: Pole -SSS 01994 Lithonla Lighting, Rev, 8102 Pole-S$S,Ps5 wwwJ9thntdo'com 1. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLANTS AND LIGHTING SCHEDULE AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY AND ANY LIGHTING SUBSTITUTIONS OR CHANGES MUST BE SUBMITTED IN WRITTING FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO ORDERING, 2. REQUEST AND DOCUMENTATION FOR SUBSTITUTIONS MUST BE PROVIDED AND A MINIMUM OF 3 WEEKS PRIOR TO ORDERING. ANY DEVIATIONS OR SUBSTITUTIONS NOT APPROVED BY THE LANDSCAPE ARCHITECT WILL BE AT THE EXPENSE OF THE CONTRACTOR., 3. ELECTRICAL CONTRACTOR MUST VERIFY VOLTAGES AND COORDINATE THiS WITH SUPPLIER PRIOR TO ORDERING, CONTRACTOR TO ALSO SELECT AND DETERMINE TRANSFORMER SIZE(S) APPROPRIATE TO DESIGN AND ALL TRANSFORMERS, UNLESS OTHERWISE SPECIFIED ON DRAWINGS, 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. 4. LIGHTING CONTRACTOR TO COORDINATE ORDER THROUGH SPECIFIC LIGHTING CONTRACTOR LISTED ON LIGHTING CUT -DETAILS PROVIDED SO THAT SPECIFIC OPTIONS CAN BE DETERMINED AND SPECIFIED AT TIME OF ORDER, CONSULT LANDSCAPE ARCHITECT DURING COORDINATION. 5. CONTRACTOR TO PROVIDE PVC (SCHEDULE 40) SLEEVES VNITH PULL WIRES AT EACH LOCATION NECESSARY FOR INSTALLATION OF LIGHTING PLAN. SLEEVES SHALL BE PLACED PRIOR TO STONE AND ASPHALT PAVING INSTALLATION AND SHALL NOT CONFLICT VNITH OTHER UNDERGROUND INFRASTRUCTURE OR SYSTEMS. LIGHTING CONTRACTOR TOI CONTRACT GENERAL CONTRACTOR TO DISCUSS AND DETERMINE LOCATIONS. ALL SLEEVING SHALL BE 3" DIAMETER MINIMUM AND BE EXTENDED BEYOND ANY AND ALL PAVEMENT LIMITS (INCLUD)ING BACK OF CURB) INTO GRASS AREAS. CONDUIT TO BE PROVIDED BY CONTRACTOR. 6. ALL STANDARD FINISHES SHALL BE DARK BRONZE UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS OR IN THE SPECIFIC LIGHTING CUT -DETAILS PROVIDED ON THE DRAWINGS, 7, ALL LIGHTS SHALL BE CONTROLLED EITHER BY PHOTOCELL(S) OR TIMER(S) (OR A COMBINATION OF THE TWO). ALL DEVICES SHALL BE PLACED DISCREETLY AND OUT OF GENERAL SIGHT OF THE PUBLIC WHEREVER POSSIBLE, 8. ANY JUNCTION BOXES SHALL BE WATERPROOF, 9. EACH OUTDOOR LUMINAIRE SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND ROADWAYS. ALL SIGN LIGHTING SHALL EMIT LESS THAN 3,000 LUMENS, 10. THE SPILLOVER OF LIGHTING FROM PARKING AREA LIGHTING ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL AND COMMERCIAL AREA ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF ( )/2) I OrJT-CANDLE UNLESS AUTHORIZED BY EITHER THE ZONING ADMINISTRATOR (OR HiS DESIGNEE), THE DEVELOPER OR HOME OWNER'S ASSOCIATION (HOA) IN WRITTING. IN MOST CASES, THE ZONING ADMINISTRATOR SHALL GOVERN. 11. ALL PROJECTS WITH EXTERIOR LIGHTING NOT INTENDED FOR 24-HOUR OPERATION SHALL HAVE INSTALLED EITHER AN AUTOMATIC SWITCHING OR PHOTOCELL CONTROL SYSTEM, IF AN AUTOMATIC SWITCHING SYSTEM IS PREFERRED, THEN IT SHALL HAVE THE FOLLOWING FEATURES: A SEVEN DAY OPERATION, ASTRONOMIC CONTROL CAPABILITY FOR SEASONAL ADJUSTMENT, AND AT LEAST A FOUR HOUR BACKUP, CONTRACTORS SHALL INSTALL THE WATT STOPPER/LEGRAND SERIES LP PEANUT LIGHTING CONTROL PANEL; 1.800.879,8585 (OR EQUAL) SUITABLE. TO THE PROJECT AND TO MEET THE ABOVE REQUIREMENTS, B ), GENERAL LIGHTING NOTE S-1 CIVIL ENGINEERS 224 COURT SQUARE, CB.A11 LOT'TESVIILLE, VIRGINIA 22902 114, 434-295-4005 4-295-4005 FA -]X 434-295-2103 01311 01r"i Uc. No. 35326 /Z -2 a� 1 Ss 10i'VAL O �'vSH W, Steven W. Edwards Lic. No. 0931 SCALE, AS SHOWN ISS -UM 11/06/06 DRAWN BY., SWE 0, 11-6-05, INITIAL SUBMITT.A1_, 1, 12-14-06, ARB COMIML] 'NTS 2, 12-21-06, ACSA C0MI1ENTS 3, :12-27-06, COUNTY COMMENTS S 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. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 VT11 op, Alan G. Prank: Uc. No. 35326 F %Z'Ys-IONAL �Cj AJH O -P UCS Steven W. Edwards Uc. No 0931 SCNV SCALE: F) = 20' ISSUED: 11/06/06 DRAWN BY. SWE REVISIONS: 0. 11-6-06, INITIAL SUBMITTAL 1, 12-14-06, ARB COMMENTS 2. 12-21-06, ACSA COMMENTS 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.