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HomeMy WebLinkAboutSDP200400023 Plan - Approved 2007-04-25 (2)FAULCONER CONSTRUCTION SITE DATA LEGAL TAX MAP 58 PARCEL 37 SOURCE OF TRU DEED BOOK 1890 PAGE 151 OWNER MR JACK SANFORD C/O FAULCONER CONSTRUCTION COMPANY 2495 OLD IVY ROAD CHARLOTTESVILLE. VIRGINIA 22903 SAME AS OWNER PLAN PREPAlEfR ROUDABUSH, GALE AND ASSOCIATES, INC. CONTACT: BRENT NELSON ZONING LIGHT INDUSTRIAL ZMA 129 ZMA 332 OFFICE SHOP FINAL SIM—' PLAN IVY, VIRGR+*UA BUILDING MO -I T FAULCONER OFFICE BUILDING: 16 FEET FAULCONER SHOP BUILDING: 27 FEET FAULCONER POLE BARNS: 20 FEET SETBACKS BUILDING: * 50' FROM PUBLIC RIGHT & RA. ZONING DISTRICTS. PARKING: * 10' FROM PUBLIC RIGHT-OF-WAY * 30' FROM RA ZONING DISTRICTS. BUFFER ZONE: NO CONSTRUCTION OR CLEARING/ GRADING CLOSER THAN 50 FEET FROM AN RA. ZONING DISTRICT. DATUM NORTH AMERICAN VERTICAL DATUM (NAVD) 88. SITE BENCFMRIA�MC NAIL AT THE EDGE OF THE PAVEMENT OF DETTOR ROAD. SEE SITE PLAN. MAGISTERLAL D18TRIOT SAMUEL MILLER MAGISTERIAL DISTRICT Wil• •� • •• � _• � '� AERIAL SURVEY: LOUISA AERIAL SURVEYS PHOTOGRAPY DATE: FEBRUARY 17, 2000 FIELD SURVEY: ROUDABUSH, GALE AND ASSOCIATES, INC. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS MA . �► .'-7 FAULCONER CONSTRUCTION COMPANY HAS PURCHASED PARCEL 37 LOCATED ON TAX MAP 58. THIS PARCEL CONTAINS APPROXIMATELY 27.37 ACRES AND IS UNDEVELOPED EXCEPT FOR THE EXISTING ROAD (DETTOR ROAD). THIS SITE DEVELOPMENT APPLICATION IS FOR THE LOCATION OF FAULCONER CONSTRUCTION'S OFFICE BUILDING AND THEIR MAINTENANCE SHOP AND YARD. THIS SITE PLAN ALSO SHOWS THE FOOTPRINT AND LOCATION OF A RENTAL OFFICE BUILDING (BUILDING "A") THAT WILL BE BUILT IN PHASE TWO. * PORTION OF SITE FOR OFFICE USE: 2.5 ACRES (APPROX.) * PORTION OF SITE FOR CONTRACTOR'S YARD USE: 5 ACRES (APPROX.) III 104ANING PHASE OPE INCLUDES * ALL GRADING AND SITE DEVELOPMENT/ SITE CONSTRUCTION. * CONSTRUCTION OF FAULCONER OFFICE, SHOP BUILDING, AND POLE BARNS. * PHASE ONE IS TO BEGIN IN THE SPRING OF 2005. PHASE TWO INNCLUDES * CONSTRUCTION OF THE PROPOSED OFFICE BUILDING "A". * PHASE TWO IS TO BEGIN IN THE SPRING OF 2007. LAND tM SCHWULwE EXISTING % PROPOSED % BUILDING 0 S.F. 0% 35,044 S.F. 3% PAVED 40,076 S.F. 3% 229,728 S.F. 19% (or Gravel) 6 TRIPS OUT SLOPE ANALYSIS TOTAL PARKINGWIRED - 60 SPACES OPEN 1, 152, 162 S.F. 97% 927,466 S.F. 78% TOTAL 1, 192, 238 S . F . 100% 1, 192,238 S.F. 100% TRAFFIC GENERATION ROAD PATH VEHICLE SIZE LESS THAN 10,000 LBS GREATER THAN 10,000 LBS G.V.W. G.V.W. 1. Prior to commencement of 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 ( V.D.O.T.). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. EAST ALONG ST. RTE. 22 TRIPS IN 2 TRIPS IN 738 PAST MURRAY SCHOOL 22 TRIPS OUT 2 TRIPS OUT WEST ALONG 40 TRIPS IN 6 TRIPS IN ST. RTE. 738 40 TRIPS OUT 6 TRIPS OUT SLOPE ANALYSIS TOTAL PARKINGWIRED - 60 SPACES SHEET 6 OF 23 ---------- TOTAL ACREAGE FOR TMP 58-37 - 27.37 ACRES. STORAGE USE PERCENT STORAGE PERCENT STORAGE CISTira1L. SLOM TOTAL ACREAGE OF CRITICAL SLOPES. SQUARE FOOTAGE IN BUILDING IN TOTAL SITE * 3.78 ACRES 12,960 S.F 100 % 1.1 % * 13.83 OF TOTAL SITE AREA SHEET AS A PART OF THIS SITE DEVELOPMENT PLAN AND APPROVAL. TOTAL ACREAGE OF ALL CRITICAL SLOPES TO BE DISTURBED. PERCENT OFFICE 2. All paving, drainage related materials and construction methods shall conform to current specifications and standards of V.D.O.T. 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. The maximium allowable slope is 2:1(horizontal:vertical). Where reasonably obtainable, lesser slopes of 4:1 or better are to be achieved. 5. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the Albemarle County Director of Engineering. or the Director's designee. it is deemed necessary in order to stabilize a drainage channel. 6. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 7. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 8. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). I\ * 0.85 ACRES * 3.1 % OF TOTAL SITE AREA * 22.48% OF ALL CRITICAL SLOPES TOTAL ACREAGE OF MANMADE SLOPES TO BE DISTURBED. * 0.33 ACRES * 1.21 % OF TOTAL SITE AREA * 8.73% OF ALL CRITICAL SLOPES FLOOR M%M RATIO OIC, ft vs) INDUSTRIAL USE TOTAL BUILDING INDUSTRIAL USE PERCENT INDUSTRIAL PERCENT INDUSTRIAL SQUARE FOOTAGE SQUARE FOOTAGE IN BUILDING IN TOTAL SITE MAINTENANCE 15,540 S.F. 13,721 S.F. 89.0% 1.15% SHOP TWO - 23 SPACES PARKING FOR PHASES i + 2 SHEET STORAGE USE TOTAL PARKINGWIRED - 60 SPACES SHEET 6 OF 23 ---------- TOTAL BUILDING STORAGE USE PERCENT STORAGE PERCENT STORAGE SQUARE FOOTAGE SQUARE FOOTAGE IN BUILDING IN TOTAL SITE POLE BARNS 12,960 S.F. 12,960 S.F 100 % 1.1 % OFFICE USE SHEET AS A PART OF THIS SITE DEVELOPMENT PLAN AND APPROVAL. TOTAL BUILDING OFFICE USE PERCENT OFFICE PERCENT OFFICE SQUARE FOOTAGE SQUARE FOOTAGE IN BUILDING IN TOTAL SITE FAULCONER 13,088 S . F 13.088 S . F 100 % 1. 1 % OFFICE 16 OF 23---------- LANDSCAPE PLAN, 100 SCALE SHEET * 10" - #21A AGGREGATE BASE MATERIAL 2. PLAT SHOWING PROPOSED ACCESS EASEMENT ACROSS THE PARKING * 2" - ON - 2 --------- LIGHTING PHOTOMETRIC, 30 SCALE BUILDING "A" * 2" - SM - 2A --------- LIGHTING DETAILS NEXT TO THE TRAIN TRACK. THIS PLAT IS RECORDED IN DEED BOOK PARpNG 8C1*111LE --------- LIGHTING DETAILS 2833 ON PAGE 440. OFFICE PARKING LOT PHIAL OM SHEET * 8" - #21A AGGREGATE BASE MATERIAL 3. * to OFFICE EWLOYEES Q 1 PARKING SPACE/ EMPLOYEE = 18 PARKING SPACES * 0 OFFICE FACILITY VEHICLES @ 1 PARKIN SPACE/ VEHICLE = 0 PARKING SPACES * TOTAL PARKIN SPACES REQUIRED = 18 PARKING SPACES * TOTAL PARKING SPACES PROVIDED = 30 PARKING SPACES NOTE: THE VIOLATION OF THE 20% RULE ( 4.12.4 (A)) REQUIRES AN APPROVED PARKING MODIFICATION. SUCH A MODIFICATION HAS BEEN APPROVED BY THE ZONING ADMINISTRATOR (4-30-04). FAIN '12 �___ _ MNG SPACE/ EMPLOYEE = 12 PARKING SPACES * 2 COMPANY VEHICLES Q 1 PARKING SPACE/ VEHICLE - 2 PARKING SPACES * TOTAL PARKING REQUIRED (SHOP & YARD) 14 SPACES * TOTAL PARKING PROVIDED - 17 SPACES * LOADING SPACE REQUIRED - 13,721 S.F. Q i SPACE/10,000 S.F = 1 SPACE * LOADING SPACE PROVIDED - i SPACE TOTAL PARKING IN PHA41E ONE - 32 SPACES TOTAL PARKING XVIRED IDEO IN PHASE ONE _ 47 SPACES OFFI« &p nT� w w N Q 80% - 5,621 S.F. NET 676 * 5,621 S.F. @ i PARKING SPACE/ 200 S.F. - 28 PARKING SPACES TOTAL PARKING REQUIRED IN PHA8E TWO . 28 SPACES TOTAL AWITIONAL PARKING PROVIUM IN PHASE SHEET TWO - 23 SPACES PARKING FOR PHASES i + 2 SHEET 5 OF 23 ---------- TOTAL PARKINGWIRED - 60 SPACES SHEET 6 OF 23 ---------- TOTAL PARKING IDEO • 70 SPACES SHEET 7 OF 23 ---------- PAVING BMEC-1Rc,ATKWS SHEET 8 OF 23 ---------- SITE DETAILS PUTS DUMPSTER PAD: STORM PROFILES SHEET * 5 PLAIN PORTLAND CEMENT CONCRETE THE FOLLOWING PLATS HAVE BEEN DEVELOPED AND APPROVED SHEET AS A PART OF THIS SITE DEVELOPMENT PLAN AND APPROVAL. SIDEWALK: 12 OF 23 --------- LANDSCAPE PLAN, 30 SCALE * 4" - #21A BASE STONE i RIGHT-OF-WAY DEDICATION PLAT GIVING VOOT THE REQUIRED * 4" CONCRETE 14 OF 23 --------- LAND TO CONSTRUCT A TURN LANE (SHOWN ON SITE PLAN). SHEET 15 OF 23 --------- THIS PLAT IS RECORDED IN DEED BOOK 2783 ON PAGE 33. ROADS 16 OF 23---------- LANDSCAPE PLAN, 100 SCALE SHEET * 10" - #21A AGGREGATE BASE MATERIAL 2. PLAT SHOWING PROPOSED ACCESS EASEMENT ACROSS THE PARKING * 2" - ON - 2 --------- LIGHTING PHOTOMETRIC, 30 SCALE LOT OF TMP 58-37B - PROVIDING ACCESS TO THE STORM FACILITY * 2" - SM - 2A --------- LIGHTING DETAILS NEXT TO THE TRAIN TRACK. THIS PLAT IS RECORDED IN DEED BOOK 20 OF 23 --------- LIGHTING DETAILS 2833 ON PAGE 440. OFFICE PARKING LOT --------- LIGHTING DETAILS SHEET * 8" - #21A AGGREGATE BASE MATERIAL 3. PLAT SHOWING PROPOSED ACCESS EASEMENTS FOR BMP STORM * 2" - BM - 2 --------- LIGHTING DETAILS FACILITIES AND AN ADDITION TO THE EXISTING 100 FOOT STREAM * 2" - SM - 2A BUFFER (PART OF MITIGATION PLAN). THIS PLAT IS RECORDED IN EQUIPMENT YARD AREA DEED BOOK 2820 ON PAGE 187. * SO" - 021A AGGREGATE BASE MATERIAL NET TOTAL ACREAGE OF NATURAL CRITICAL SLOPES TO BE DISTURBED * 0.85 ACRES (TOTAL) - 0.33 ACRES (MANMADE) - 0.52 ACRES NATURAL CRITICAL SLOPES * 1.9% OF THE TOTAL SITE AREA. * 13.75% OF ALL CRITICAL SLOPES. MMM10MY"amIMOWAMO TOTAL ACREAGE OF CRITICAL SLOPES DISTURBED FOR CONSTRUCTION OF THE SHOP AREA * 0.45 ACRES * 1.64 % OF TOTAL SITE AREA * 11.9% OF ALL CRITICAL SLOPES * PLEASE NOTE: 0.33 OF THE 0.45 ACRES DISTURBED ARE MANMADE SLOPES THEREFORE THE NET NATURAL CRITICAL SLOPE TO BE DISTURBED IS 0.12 ACRES. TOTAL ACREAGE OF CRITICAL SLOPES DISTURBED FOR CONSTRUCTION OF THE OFFICE AREA * 0.04 ACRES * 0.15 % OF TOTAL SITE AREA * 1.05% OF ALL CRITICAL SLOPES NET TOTAL ACE GE OF NATURAL CRITICAL SLOES DISTLEM FOR CONSTRUCTION OF THE OFFICE AND SHOP AREAS * 0.12 ACRES (SHOP AREA) + 0.04 ACRES (OFFICE AREA) - 0.16 ACRES * 0.58% OF THE TOTAL SITE AREA. * 4.23% OF ALL CRITICAL SLOPES. AImGIN1� OF CfrIIC�IL COPE KM $USAN 0101M� TOTAL ACREAGE OF CRITICAL SLOPES DISTURBED FOR STREAM CROSSINGS * 0.36 ACRES * 1.32 % OF TOTAL SITE AREA * 9.52% OF TOTAL AREA OF CRITICAL SLOPES NOTE: THE FEBRUARY 4, 2003 COUNTY STAFF REPORT STATES THAT THIS DISTURBANCE WAS DEEMED 'NECESSARY TO PROVIDE REASONABLE ACCESS TO THE SITE .... THERE IS NO REASONABLE ALTERNATIVE LOCATION OR ALIGNMENT TO PROVIDE ACCESS TO THE USABLE PORTIONS OF THE SITE". ADOt1101K NOTE: THIS SITE PLAN REFLECTS A REDUCTION IN THE ROAD WIDTH (DETTOR PLACE) FROM 24 FEET DOWN TO 18 FEET. IT ALSO REFLECTS A CHANGE IN THE ROAD EMBANKMENT SLOPES FROM 3:1 TO 2:1. THESE REVISIONS WERE MADE UNDER THE DIRECTION OF THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT. AM DWENSK": * DO NOT SCALE THESE DRAWINGS. USE THE DIMENSIONS AS SHOWN INSTEAD OF SCALING THE DRAWING. BRING ANY DISCREPANCIES TO TO THE ATTENTION OF THE SITE ENGINEER. * IT IS THE CONTRACTOR'S RESPONSIBLITY TO FIELD VERIFY ALL DIMENSIONS. UTILE M: * IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES. * THE LOCATION AND DESIGN OF ANY PROPOSED SIGNS WILL BE SUBMITTED SEPARATELY. * ALL TREES THAT ARE TO BE SAVED ARE TO BE FLAGGED PRIOR TO ANY GRADING OR CONSTRUCTION. uaHMo: * THE SPILLOVER OF LIGHTING FROM OUTDOOR LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREA ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (1/2) FOOT CANDLE. * EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3000 OR MORE MAXIMUM LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. FLOOD MOM PARCEL 37 AS SHOWN ON TAX MAP 58 AND PART OF THIS DEVELOPMENT PLAN LIE WITHIN ZONE C ENTITLED "AREAS OF MINIMAL FLOODING" AS SHOWN ON FLOOD INSURANCE MAP COMMUNITY PANEL NUMBER 510006 0215 B EFFECTIVE DATE DECEMBER 16, 1980. WATM AREA * THE SITE LIES WITHIN A WATER SUPPLY PROTECTION AREA. R �lIIVROM WATERSHED * THIS SITE LIES WITHIN THE SOUTH FORK RIVANNrA RESERVOIR WATERSHED. EINPLOR1r!llls * THERE WILL BE A MAXIMUM OF 30 EMPLOYEES PER SHIFT. * THE OFFICE WILL HAVE 18 EMPLOYEES. * THE SHOP WILL HAVE 12 EMPLOYEES. * STORAGE OF DYNAMITE BLASTING CAPS AND OTHER EXPLOSIVES IS PROHIBITED ON THIS SITE. FOR THE PURPOSES OF THIS CONDITION STORAGE SHALL MEAN THE EXISTENCE OF THESE MATERIALS ON THE SITE FOR MORE THAN FOUR (4) CONSECUTIVE HOURS ON ANY ONE DAY. FMS PM 10G'TtON: * NONE OF THE PROPOSED BUILDINGS WILL BE OUTFITTED WITH A SPRINKLER SYSTEM.. * BOTH PROPOSED OFFICE BUILDINGS DO NOT REQUIRE SPRINKLING DUE TO THEIR SIZE. * THE PROPOSED MAINTENANCE BUILDING WILL HAVE MASONRY WALLS CONFIGURED SO AS TO LIMIT THE LARGEST UNDIVIDED AREA TO 10,600 S.F. TRAM FAULCONER OFFICE 6 OFFICE BUILDING "A" * ALL TRASH IS TO BE STORED IN CANS LOCATED INSIDE OF THE BUILDINGS. FAULCONER MAINTENANCE YARD * ALL TRASH IS TO BE DISPOSED OF IN DUMPSTER - SHOWN ON PLAN. WA11W sEMIIER * THIS PROJECT WILL USE LESS THAN 400 GALLONS OF WATER PER ACRE PER DAY, AND AND NO OTHER SEWAGE OTHER THAN DOMESTIC WASTE WILL BE CREATED. 19 ECI lffniTy * ALL PROPOSED ELECTRIC SERVICE LINES WILL BE UNDERGROUND. DEPT. OF PLANNING VIRGINIA DEPT. OF� I�HW YS & COMMUNITY DEV is Ile 4 DEPT. OF ENGINEERING VIRGINIA DEPT. OF ALTji,,, N/A DEPT. OF ZONING ALBEMARLE COUNTY T SERVICE AUTHORITY � A�MARLE COUNTY FIRE OFFfCIAL AL MARLS COUNTY BUILDING OFFICIAL 0:\RGA\BNELSON\3423_FAULCONER\FINAL SITE PLAN\3423-REVISION_10-27-04.pro IN few SKM �1111WNW JMY �r ADD•D PCOLD N= 0 0 0 FILE NUMBER 3x4;23 armor 1/23 N SHEET 1 OF 23 ---------- 676 SHEET 2 OF 23 ---------- MECHUMS RIVER 25o SITE 678 SHEET 3 OF 23 ---------- 250 738 A4I V Y I '9040 MURRAY SCHOOL SHEET 4 OF 23 ---------- LITTLE IVY CREEK 679 SHEET 5 OF 23 ---------- 708 SHEET 6 OF 23 ---------- VICINITY MAP SHEET 7 OF 23 ---------- SCALE: I'm 2000' SHEET 8 OF 23 ---------- DEPT. OF PLANNING VIRGINIA DEPT. OF� I�HW YS & COMMUNITY DEV is Ile 4 DEPT. OF ENGINEERING VIRGINIA DEPT. OF ALTji,,, N/A DEPT. OF ZONING ALBEMARLE COUNTY T SERVICE AUTHORITY � A�MARLE COUNTY FIRE OFFfCIAL AL MARLS COUNTY BUILDING OFFICIAL 0:\RGA\BNELSON\3423_FAULCONER\FINAL SITE PLAN\3423-REVISION_10-27-04.pro IN few SKM �1111WNW JMY �r ADD•D PCOLD N= 0 0 0 FILE NUMBER 3x4;23 armor 1/23 TABLE OF OONTM SHEET 1 OF 23 ---------- COVER SHEET SHEET 2 OF 23 ---------- EXISTING CONDITIONS 100 SCALE SHEET 3 OF 23 ---------- OVERVIEW 60 SCALE SHEET 4 OF 23 ---------- SITE LAYOUT, 30 SCALE SHEET 5 OF 23 ---------- SITE LAYOUT. 30 SCALE SHEET 6 OF 23 ---------- SITE LAYOUT. 30 SCALE SHEET 7 OF 23 ---------- SITE LAYOUT, 40 SCALE SHEET 8 OF 23 ---------- SITE DETAILS SHEET 9 OF 23 ---------- STORM PROFILES SHEET i0 OF 23 -------- STORM PROFILES SHEET 11 OF 23 -------- DRAINAGE SUMMARY SHEET 12 OF 23 --------- LANDSCAPE PLAN, 30 SCALE SHEET 13 OF 23 --------- LANDSCAPE PLAN, 30 SCALE SHEET 14 OF 23 --------- LANDSCAPE PLAN, 40 SCALE SHEET 15 OF 23 --------- LANDSCAPE PLAN, DETAILS SHEET 16 OF 23---------- LANDSCAPE PLAN, 100 SCALE SHEET 17 OF 23 --------- LIGHTING PHOTOMETRIC. 30 SCALE SHEET 1S OF 23 --------- LIGHTING PHOTOMETRIC, 30 SCALE SHEET 19 OF 23 --------- LIGHTING DETAILS SHEET 20 OF 23 --------- LIGHTING DETAILS SHEET 21 OF 23 --------- LIGHTING DETAILS SHEET 22 OF 23 --------- LIGHTING DETAILS SHEET 23 OF 23 --------- LIGHTING DETAILS DEPT. OF PLANNING VIRGINIA DEPT. OF� I�HW YS & COMMUNITY DEV is Ile 4 DEPT. OF ENGINEERING VIRGINIA DEPT. OF ALTji,,, N/A DEPT. OF ZONING ALBEMARLE COUNTY T SERVICE AUTHORITY � A�MARLE COUNTY FIRE OFFfCIAL AL MARLS COUNTY BUILDING OFFICIAL 0:\RGA\BNELSON\3423_FAULCONER\FINAL SITE PLAN\3423-REVISION_10-27-04.pro IN few SKM �1111WNW JMY �r ADD•D PCOLD N= 0 0 0 FILE NUMBER 3x4;23 armor 1/23 7 E3 66. 17 P 4 A 7 �\X N� 66 2,1 A�. 6 F/E Fj 14, b 3. 6' LN 4, 5 A A l k% Nl- 622 7 40 8 212, Ak N tn" 620, 0 I NG TFIEF LI . . ........ 4 ......... ...... %'."� ON Fnd. TW W37A ZONING: A. A. COM MIEKVU CMX" SCHOOL BOMO PRESENT USE KMY SCHOOL -0- I F.P It • 0O DENOTES GROUPS OF EXISTING TREES DEG PREDOMINATE A= I DUOUS I N TYPE. ALL EX15TINe TREES ARE IN GROUPS. DATE /IPM 1.2004 SCALE V=100' CONTOLM NTERVAL 2 FEET MLE NUMBER 3423 0 wo, 66. 17 P 4 A 7 �\X N� 66 2,1 A�. 6 F/E Fj 14, b 3. 6' LN 4, 5 A A l k% Nl- 622 7 40 8 212, Ak N tn" 620, 0 I NG TFIEF LI . . ........ 4 ......... ...... %'."� ON Fnd. 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Structure Type Top In Out Pipe Length/Slope Comment Comment E-1 MH 627.0 621.0 617.0 Comment E-2 MH 643.0 634.3 634.2 203.67'- 15" RCP Q 6.48% AO Pipe Outfall MH 643.0 608.0 634.2 ES -1, OP E -2A(1) DI -1 647.5 643.5 643.4 44.02''- 24 "RCP @ 1.82% 92.46'-15"RCP Q9.6% A-1 MH 619.0 612.8 608.8 642.9 E -2B(1) DI -3A 650.5 646.5 61.68" - 18" RCP C 9.89% 60.92' - 15" RCP Q 7.4% A-2 DI -1 MH From A3 622.9 618.9 647.5 E4 MH 651.5 647.6 647.5 135.94'- 18- RCP Q 2.72% 62.44'- 15" RCP 3.8% A-3 DI -1 632.5 Fran A4 626.7 626.6 650.0 224.85' - 15" RCP 0.0191% A-4 DI -1 634.0 627.0 631.0 621.9 10.64' -12" RCP Q 9.4% A-2 DI -1 632.5 From A -2A 024.0 618.9 623.0 175.65'- 15" RCP Q 2.8% A -2A Di -1 634.4 629.0 628.9 621.9 See Pian for trench drain connection 109.38' - 15" RCP Q3.00% 96.4'- 15" RCP a 9.3% A-28 DI -1 635.4 632.4 632.3 630.9 65.22'- 15" RCP Q 12.10% 71.8'-15'RCPa4.7% A -2C DI -1 643.3 638.5 640.3 634.4 54'- 15" RCP a 15,74% A-3 DI -1 632.5 From A -3A 626.6 626.7 643.0 107.57' - 15" RCP Q 3.20% A -3A MH 637.7 530.3 630.2 630.9 See plan for trench drain connection 75.85'- 15" RCP Q 3.70% 59.6' - 15" RC P Q 9.2% A -3B MH 638.5 633.2 633.1 636.5 49.82' - 15" RCP Q 3.60% A -3C MH 638.5 643.0 635.0 634.2 See Plan for trench drain connection C -O Pipe Outfall 598.7 EVV-1 81.0" - 24" RCP Q 1.73% C-1 Pipe Inlet 600.1 EVV-1 E-0 Pipe Outfall 616.0 ES -1, OP 52.89'- 15" RCP Q 1.89% 1 7�� AEW&'MTX)M USED: * BMP: BEST MANAGEMENT PRINCIPLES * CL: CENTERLINE * CO: CLEAN OUT STRUCTURE * CONC.: CONCRETE * CG -2: CURB STRUCTURE AS OUTLINED IN "VDOT ROAD & BRIDGE STANDARDS." * CG -12A: HANDICAP CURB CUT AS OUTLINED IN "VDOT ROAD & BRIDGE STANDARD." * DB - DEED BOOK * DI: STORM DRAINAGE STRUCTURE AS OUTLINED IN "VDOT ROAD & BRIDGE STANDARDS." * ELEV.: ELEVATION * E.P: EDGE OF PAVEMENT * E.S.-i: PIPE END SECTION AS OUTLINED IN "VDOT ROAD & BRIDGE STANDARDS." * EXIST: EXISTING * F.L.R.: FLOOR * F.F.: BUILDING FINISHED FLOOR ELEVATION * F.W.: FACE OF WALL * I.I.: INVERT IN * INTX.: INTERSECTION * I.O.: INVERT OUT * IRON FND.: IRON FOUND * MH -1: MANHOLE STRUCTURE AS OUTLINED IN "VOOT ROAD & BRIDGE STANDARDS." * MIN.: MINIMUM * OR OUTLET PROTECTION * P.I.: POINT OF INTERSECTION * PROP.: PROPOSED * PT: POINT * PVC: POINT OF VERTICAL CURVATURE * PVI: POINT OF VERTICAL INTERSECTION * PVMT: PAVEMENT * PVT: POINT OF VERTICAL TANGENCY * R.: RADIUS * RCP.: REINFORCED CONCRETE PIPE * R.O.W.: RIGHT -OF -MAY * SPEC: SPECIFICATION * STA: STATION * T.B.R.: TO BE REMOVED * T.C.: TOP OF CURB * TMP.: TAX MAP & PARCEL NUMBER * TW.: TOP OF WALL * TYP.: TYPICAL * V.D.O.T.: VIRGINIA DEPARTMENT OF TRANSPORTATION STORM DRAIN SCHEDULE (cont.) Structure Type Top In Out Pipe Length/Slope Comment E-1 MH 627.0 621.0 617.0 Comment E-2 MH 643.0 634.3 634.2 203.67'- 15" RCP Q 6.48% E-2 MH 643.0 634.3 634.2 E -2A(1) DI -1 647.5 643.5 643.4 92.46'-15"RCP Q9.6% E-3 D1 -3B, L=6 647.0 643.0 642.9 E -2B(1) DI -3A 650.5 646.5 60.92' - 15" RCP Q 7.4% E-4 MH 651.6 647.6 647.5 E4 MH 651.5 647.6 647.5 62.44'- 15" RCP 3.8% E-5 DI -3A 654.0 25.91'- 12" RCP Q 6.9% 650.0 E-1 MH 627.0 622.0 621.9 10.64' -12" RCP Q 9.4% E -1A(1) DI -38, L=14' 627.5 623.0 E-1 MH 627.0 622.0 621.9 96.4'- 15" RCP a 9.3% E -1A MH 638.9 631.0 630.9 71.8'-15'RCPa4.7% E -1A -A1 MH 638.5 634.5 634.4 54'- 15" RCP a 15,74% E -1A -A2 D1 -3A 650.0 643.0 E-1 A MH 638.9 631.0 630.9 59.6' - 15" RC P Q 9.2% E -1A-131 DI -1 639.5 636.5 E-2 MH 643.0 634.3 634.2 130.1 -15" RCP a 1.5% E -2A DI -1 639.3 636.3 Structure Type Top in Out Pipe Length/Slope Comment E-2 MH 643.0 634.3 634.2 54.98'-15"RCP 09.8% E -2A(1) DI -1 647.5 643.5 643.4 83.05' - 15" RCP Q 3.6% E -2B(1) DI -3A 650.5 646.5 EW -1 81.0' - 36" RCP Q 1.60% E4 MH 651.5 647.6 647.5 EVV-1 25.91'- 12" RCP Q 6.9% SYNA MAI Ulm: * ACCESS EASEMENT BOUNDARY - - - - - - - * BUILDING SETBACK/ NON -DISTURB BUFFER * CREEK --- --- ... ..- ... ... * EDGE OF DECK ---------------------------------------------- * EDGE OF PAVEMENT ------------------------------------------ * FENCE - x x x x x x x x x- * OVERHEAD TELEPHONE LINE T T T * STREAM BUFFER LIMITS -- -- -- -- -- -- --' * EXISTING TREE LINE * PROPOSED TREE LINE * EXISTING STORM PIPE * PROPOSED STORM PIPE �-- * DRAINAGE STRUCTURE ❑ * MANHOLE * TRAFFIC SIGN * TRENCH DRAIN * OIL/WATER SEPARATOR O * WELL -- STORM DRAIN SCHEDULE (cont.) 0:\RGA\BNELSON\3423_FAULCONER\FINAL SITE PLAN\3423JEVISION_10-27-04.pro 0 0 0 FILIE NUMBER 34M SHEET 11/23 Structure Type Top in Out Pipe Length/Slope Comment E41A DI -1 654.2 649.5 649.4 49.36' - 15" RCP Q 3.0% E-46 DI -1 654.0 651.0 F-0 Pipe Outfall 602.5 EW -1 81.0' - 36" RCP Q 1.60% F-1 Pipe Inlet 603.8 EVV-1 0:\RGA\BNELSON\3423_FAULCONER\FINAL SITE PLAN\3423JEVISION_10-27-04.pro 0 0 0 FILIE NUMBER 34M SHEET 11/23 116 0 1 " E ,1101'09\ 1R,77. 9800 T 6ME rplo cm 9, .0 kOE 5t: I 1 01 fo. 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'` � ,..'''' �`"`��.�`.'`, ``'`` '" ~` � //, � ...�.............. ,•r /a,(^ � N �.- •„»r•"" +r"""� ",.""' ^� '~'-- �' y+''' '�''! \\•�., ~`'^ .,«., ....-..... �..�, :rte`"\ a•/,,,✓ ..,......»•-•••..«• ! / \ ...... ...........k..._.�....ir^^ '%� :f� //•yy•am� % • ••"'`'` / .-r"` ". O Al,,/ y 06 it el Ol 41, C,, h / a MAIL'�'R t E OI EDGE Pvwr ell f f ...m._.»...,._......».-..••-" .,fes / r-• � � : � ,�• ..•......"---'.' �• M•- ; "' 40 001% goo N / fs r jf j f f i t t ? h \ \ \ 1 It \r ` h .� � t ♦y t i h 3 \ ` ^ -i4c h�U) \ \ I Q a) SITE 423 -REV r - FEM810NS OGi27, 2004 P. C. DATE A RL1•MW SCALE 1•�s0' 3 0 agataa�o� FILE NUMBER SHEET ier2s V fA LINOMIA AAWVM FEATURES & SPECIFICATIONS Co1011TIOCtf10N WsadMM-Orad$, hot -rolled, commercial -quality carbon steel tubing with I mWiefum yield of SUN psi 111-gaugel, 50,000 psi 17-gaugsl. Uniform wall flikknsss of .125' or .1111. Shafts are one -piste with a lefpkudinal eleetrie resistance weld. Undo" square in cross-socdort with flat sides, small corner radii and excellent torsion. Available shaft widths we 4', S and 0-. Anchor best is fribricsted from hot -rolled cirbfm Steel plate that meet$ or exceeds a minimum yield strength of 30,000 psi. The anchor base is provided wide slotted holds. Base cover is finished to match ". A henterols having nominal dimensions of 3' x S for all shafts. Included is e cover witlt attachment screws. Top cap provided with all drill -mount poles. Fasteners are high-strength galvanized zinc -plated or stainless steel. fgNSN - Out bronze IDOBI palyestsr powder standard. Other wehitec- turat cobra available. GROWOM - A net holder located immediately inside the handhole rim is provided tenth a 1/2' 13 UNC ground bold and not. A 80N VKTS -- Top protion of anchor bole is galvanized per ASTM A- 153. Matte of steel rod having a minimum yield stren" of 55AN psi. Catalog "anther 383 20 4C DMISAS DDS Nan Type Example: 233 C Anchor •Leal 1po0tele SSS SQUARE STRAIGHT STEEL 06MRING INFORMATION on the luminaire "M k used. Refer to Me Technical Data Section IM001AOT vmALLAM f0e111111 Example: 233 s SC DMI! Dn Choose the hok"ece cats" nomenclature that best suits your noeds and For let -x-: Specify the hofpht In feet above base M polo. ,Lakonia wad blab. lMbwa ural fist Glebe (M Incorrectons anchage lls Exonpda: 514 - S end 20h - 20 plsesastnt due h hiloro to ues factory laatelata. to u For 2nd 'x': SpocHy orientation from handhole (A,e,C,DI - h palet ora MateA outside. as pregatiw wrapping must be write It M the oppropcdata hlonk rants" immediately to prevem awsh dump. 5 HodraMM arm is 111' x 2-3Nr O.D. tenon standard. s Lkhork is test responsible for the fesMnba doeign. e C nWn"on of tenon -lop and drift mount requires extra hsndhole. - Instanda+ ragvires pout to be packed under bass to anaure T Addhionsl colon avallshle; see Are.-hnectural Colors brochure, !aa 20 4C DMISAS Nhl ckms linehss► DDS M m Max. , 90 hent. 100 Meeh. Bdt Ckds inallssl Bok Sits pn.xin.xki. Approximate sMD IAIailht (MndO l Shalt tWo.� Nominal Nornlnsl eMlt baass $I11N pApbngM/+ 4A x 01.0 F Options 30i 706 SSS _ longith - -- -� ` --- wag "delmicass Torten Maeaesg SMppaetaarkod AnMhnlWd When 10-391401 (See beck page.) PT Opentop UNI LessMehorBab Ipt wdsirffnishl' (see hack page.) Tt0 2.31r O.D. (r NPS) tf0 Vibration Ooelpet Stnderd 470 Callers 310 !--! 3i4 x 11 x 3 TP Tamper heed 000 Dorkbronze 11125 T20 2.7irD.D.t2-1/1'NP31 Malfu ArM O WhRe 201 T302 3-1/rOD (T NPS1 100 Bracket 11 ONWol 16 1/ 4A X 1i.0 4A x 111.0 HANDHOLE OINENTATION T311 ro.o.13.112'NPS) gOlrot4 K Black Flapper oweliess 0� alek «scutal Clank Cob a 215 230 /.! e.7 11,01 , F-! 3/4 x 1/ x 3 WOW 18 x 3 115 125 1101 >/ 4C CIF DM11 1at10' FBLxaa Fo~GAOMM 0 Modlembronre 117 4.5 150 1--! lestalactrkN MA Natural 20 4A x 01.0 OJ/1 01220 2 M 110' 12CPmf4 1/2' Coup" 310 Won*"" 240 1--! 301 x 30 x 3 DM20PL 2 0 U0' with one side 310Pd 3/r Coupang DSS Sandstone 0 4q 703 313 535 Et 239 405 Plugged 11CM0 I' Couplinglin9 1300 Cheseealgray 4.0x25.0 aT25 111 4./ 190 OMn 2111110' 0110W llrThreodedNldipp illB 3/4 x 11 x 3 170 1�lI M fi/ >lilC man 25 29 25 4.0x25.0 9A x 29.0 5A x 29.0 3*far 34 PteP 3/r Threaded Nipple 270 246 350 7.7 0.3 12.e 111 151 350 5.4 3.7 !.O 1139 150 2'50 DMN 4at10' I~ I, ThreadedNypts 30 M pMteden A 7 11 Aoreorpolige peo NNttru ExtreHandhale OSB Steel blue Handhole 011111,19011111 1 stag' 215 285 IiM s� @AMY Oslvattize l finish 0.111 0111124AS 2st1NM 217 6.7 117 3.9 NOTES: I Whan ordering tenon mourMMp and drat mounting for Me some 01112"s lister 310 II>i 711" Illi Mali 30 36 IA x 30.0 5.0 x 35A pole, follow this example: OM2aJT2e. The combination requires an DAIMS 3at"' 392 1150 tat 2.5 257 100 1.4 -- extra hendhole. 11--13 10--12 1 x M x 4 1 x 3s x 4 520 410 lie 3i N 1IsM >t /i 35 39 6A x 35.0 6.0x39,0 2 3.112' and 4- tentsne nvn11obte on 5' and 11" shahs only oMNAS 4et9r 237 126 5.0 .._ 1.3--33 150 1./ -- 3 The drilling lamphta to be used for a pse"T r Illminahe depends on the luminaire "M k used. Refer to Me Technical Data Section IM001AOT vmALLAM f0e111111 of the Outdoor Rlnder lot DrWng Templates, e N as aract pow without hawks aahras inshrood. 4 SpaeNylocation and or~on when ordering option. - Fe tepplMN swat Nvas/ urban saaisg For let -x-: Specify the hofpht In feet above base M polo. ,Lakonia wad blab. lMbwa ural fist Glebe (M Incorrectons anchage lls Exonpda: 514 - S end 20h - 20 plsesastnt due h hiloro to ues factory laatelata. to u For 2nd 'x': SpocHy orientation from handhole (A,e,C,DI - h palet ora MateA outside. as pregatiw wrapping must be "Mer M the f4sneftole, r7rleMafrnn disprsrr, an MM page, rants" immediately to prevem awsh dump. 5 HodraMM arm is 111' x 2-3Nr O.D. tenon standard. s Lkhork is test responsible for the fesMnba doeign. e C nWn"on of tenon -lop and drift mount requires extra hsndhole. - Instanda+ ragvires pout to be packed under bass to anaure T Addhionsl colon avallshle; see Are.-hnectural Colors brochure, hot contact wide fevndXtion, farm no. 784.3. Nhl ckms linehss► OaMeor shetoW Pole -SSS PL - 320 SSS Square Straight Steel Poles A_.. _.. Shaft /ole Bok etas Anchor warehouse Tsmpate j l Bass Circe ProWillon Square Bok Anchor Belt Number rl Size A 1 C Oncripllori Daacriplbn 4"C 1112' 2-301'-4' r ABSSS-4C ABfs-0 PJ50004 C 4'G 8-12' 2-314' 4' 8' AOSSS-40 AB30-0 PJ50004 5' 10--12' 3-3/8'-4' 11' ABSSS-5 ABN -0 PJ50010 6' 11'--13' 3.3/8'-4' 12.1/7 ABSSS-6 A836-0 PJ5W11 1 SASE DETAIL i i ,Mr I i t � 18' ItIP0R1Ai1T: ' - These specifications are imaatied tar general purposes only. Lehstdis reserves the right W theme aussdal or design, without prier notice, n a confirming oflort to upgrade is products. N� s.w.a heli"" 12 M"A0*A'ar1(9CMPWV n�wn.L 222-ithimis M f.�7t-all IM In lla eds: 1100 !lith As*., Lachine. Quebec HOT M Sh(wt It: PO$04= 01104 LMiank Lighting, Rev. GM2 Fish-SSS.(M5 worse "Amla,ana - 0: \RGA\BNELSON\3423-FAULCONER\FINAL SITE PLAN\3423-REVISION_ O-27-04. pro A DATE /Malmo 1 r X004 FILE NLMABER 3423 SHEET 21 TECHNICAL INFORMATION EPA (let) tisk)+ 1.31Nsoang 9 Csaloq Ntwlber Nofrlifnl tlnR Pall StasR Si xinxit) Nhl ckms linehss► G M m Max. , 90 hent. 100 Meeh. Bdt Ckds inallssl Bok Sits pn.xin.xki. Approximate sMD IAIailht (MndO 111111111111116 10 4A x 01.0 0.115 11 30i 706 23.1 006 11r! 473 M 3/4 x 1/ x 3 75 !'� 42 /C 12 4A x 12.0 11429 11 24A 410 leJ! 470 14"1 310 !--! 3i4 x 11 x 3 90 !K 14 49 14 4.0 x 14.0 11125 11 1!.! � 15.1 371 11.7 201 /--! 314 x U x 3 100 Illlt if M 16 1/ 4A X 1i.0 4A x 111.0 0.125 0.125 11 11 15.9 12:0 391 319 11.1 9.2 215 230 /.! e.7 223 F-! 3/4 x 1/ x 3 WOW 18 x 3 115 125 1101 >/ 4C 20 4A x 21.0 0.125 11 !./ 240 1.7 117 4.5 150 1--! 3/4 x 11 x 3 140 20 4A x 01.0 OJ/1 7 16.5 419 12.25 310 !.3 240 1--! 301 x 30 x 3 t!e !'� sic !IK son ?A 20 SA x 20.0 5A x 2a0 0.125 O.iM 11 7 17.7 21.1 4q 703 12.7 21.4 313 535 9.4 ti.2 239 405 1/--12 1/--12 1 x 36 x 4 Ix � x4 115 215 s>M s M 25 4.0x25.0 aT25 111 4./ 190 2.e 100 1.0 90 /--9 3/4 x 11 x 3 170 1�lI M fi/ >lilC man 25 29 25 4.0x25.0 9A x 29.0 5A x 29.0 0,16$ 0..123 0.111 7 11 7 lO.t LI 110 270 246 350 7.7 0.3 12.e 111 151 350 5.4 3.7 !.O 1139 150 2'50 f--! 10--12 10--12 314 x 30 x3 1 x 38 x 4 1 x 3B x 4 245 129 320 =040 M >•R 30 M _4.0x30.0 5.0x30:0 O.1N 0.125 7 11 6.4 4.7 110 190 4D 2.0 1100 50 2.3 51 -- t--9 1x--12 3/4 x 30 x 3 1 x 3i x 4 215 285 IiM s� 30 5A x 3110 0.111 7 10.7 217 6.7 117 3.9 100 10--12 1 x 36 x 4 310 II>i 711" Illi Mali 30 36 IA x 30.0 5.0 x 35A 0.1/6 0.188 7 1 _15.7 9.9 392 1150 tat 2.5 257 100 1.4 -- leo -- 11--13 10--12 1 x M x 4 1 x 3s x 4 520 410 lie 3i N 1IsM >t /i 35 39 6A x 35.0 6.0x39,0 0.166 0.116 7 7 !.5 5.1 237 126 5.0 .._ 1.3--33 150 1./ -- 50 - 11--13 i x yl x 4 1 x 36 x 4 105 0: \RGA\BNELSON\3423-FAULCONER\FINAL SITE PLAN\3423-REVISION_ O-27-04. pro A DATE /Malmo 1 r X004 FILE NLMABER 3423 SHEET 21 F, FEATURES OPTICAL SYSTEM • Reflector - Solf- longed, specular clear, highly specular or semi -diffuse reflector. • Bdfielcons - Specular clear upper reflector. Microgroove befit with white pirated flange or spot ufw block cone with flange that matches cons finish. • Brightness control and high efficiency era optimally balanced. • Controlled anodized coating suppresses iridescence. HOUSING • tis -gauge galvanized stool mounting/plaa/er frame with fric- tion support springs to retain optical system. Maximum 7/9' telling thickness. • Expandable, self-locking mounting bars provide horizontal and vertical adjustment • Galvanized steel junction box with bottom -hinged accon covers and spring latches. Two combination 1/7'-3N` acrd four 1/2• knockouts for strailliItMhrough conduit runs. Co- pecity: a 14 in, 4 out) No. 12 AWG conductors, rated for 750C. ELECTRICAL SYSTEM • Die -carat aluminum socket housing. Ventilated top for convec- tive cooling. • Horizontally -mounted, positive -latch, thermoplastic socketls) in single (eentered) or double -lamp configuration. • Class P (thermally protected) high power factor bellest(s) mounted to the junction box. LISTING • Fixtures are UL listed for thru- bran ch wiring, recessed mount- ing end damp locations. Listed and labeled to comply with Canadian Standards (see Options). ENERGY LFR.00L Annual Lamps Lamp sallest Input Energy Cost _ lumens Factor werts 29 88.23 1/lt:OTT XW .98 52 C•Iculetee et eccerdsacs wits NEW staaderd LE•5. Catalog Witter AF 212WTT GAR 120 OE1110 Notes Type Exemple: AF VIV1M MR 121 OEfl V" F Col -p at Fluovetsesint CNmwn lENts L 6'AF Open Reflector Horizontal Lamp twin -tube, Double Twin -Tube Apertura: e-4 415.91 CoOngoperting: earo111711 Overlap trim: 7.1/2 119.11 All dimensions are incltea Ieentim-tent). Maximum dimension for two Wastes configuration. Actual conlleuradon may wry. ORDERING NVORIAATM Exemple: AF VIV1M MR 121 OEfl V" Choose the boWnee catalog nomenclature that best suits your needs and writs it on the appropriate I*"• Mmlmure line. Order accessories N separate catalog numbers (shipped eeperatetyl ikNraaepwate Catalog aitnean. IIF 21MTT GAR Romete test switch provided. ©ES10 SCI Sloped coffin ad _ _ f 'er.a.� _120 f C YYaRte�e/L afttp� Ilelleelar Type L_ NOTES 1 Ave"# with alectromagnetic ballast only. _1 —� _J�• �� 12W or �• 2e21T, AF 1NTT One 9W twin -tube a" Clear )bleak) Specular low 2 AvaNeMewghaleckotnr electromagnetic 0 3 Netrecommendedforuse with compactfluorescent lamps: consult Ellie Electromagnetic WLP With 3% harp (shipped 2/aTT' Two 9W twin -tube Nlt Pewter iridescent he NN mileMewiatdnishea. bt hwL Ruins separately). VIM' One 13W twin -tube a Umber LO Semi -diffuse 5 Refer IsopfiensmWseeessoriestabfaradditionalbeflastttrpes. owe -Pin it". TRW Whita painted fiennpp 2/13TT Two 13W twin -tuba awTe Wheal low I For compatible Rates: systems, refer tooptionsand accesseriesub. OE1110 Eleetronic bNNst. (standard with IMe.I IIMTTt One 13W double twin -tube 8W Champagne iridescent 7 For dimensional cheages,refer tooptions and eceessaiesfob. Requites lour -pin Le provides compatibility with 2/3OTT* Two 13W double twin -tube Gold u apecu I AvelebMinns IantpuMuoMy. lultart Lithonke Reeloc 1/111e7T' One 1111N double twirl -tube 11e1M Gold er I NyolisiloblowithE(RteEloption. DML Hi-lomo• L Rp. system can RASOTT' TWO laW double twin -tube Igo' Bleck Cone V~ elecbonic dimming be installed lege 06 option 1/=TT' One 26W double twin -tube self!' Bleck What. 1120V or with connectors provided ZMOTT* Two 29W double twin -tube Micro- 1311 277V: 1110TT, 211017, 32TRT and by others. Access above tailing required. groove 277 Baffle 347 42M onh•) OMP BW48 slew -blow fuse 0:\RGA\BNELSON\3423—FAULCONER\FINAL SITE PLAN\3423_REVISION_SO-27-04.pro A R.C. 1M027 � DATE NWAL.1 a 2004 a FILE NUMBER 34123 Requires f0W-Pm OF Radio interference timer. AccNtlo►Ns I*"• Mmlmure ELR' Emergency battery, pack. ikNraaepwate Catalog aitnean. dis r-INg IaWI 5%. ADEZ Advance Mark Romete test switch provided. SCI Sloped coffin ad ic diffeming EL" Emergency battery pack NOTES 1 Ave"# with alectromagnetic ballast only. DOOM of slope must apacilied 1100,190, 2e0, �� 12W or �• 2e21T, - provide test switch 2 AvaNeMewghaleckotnr electromagnetic 0 3 Netrecommendedforuse with compactfluorescent lamps: consult 290, 3001. Ex, SC61ae. 2ifRT•32TRTa^d provided. Res+ Quick disconnect for easy he NN mileMewiatdnishea. CTAS Ceiling thickness adaptor. (Extends 4M only.) es loon Nlest replacement1 5 Refer IsopfiensmWseeessoriestabfaradditionalbeflastttrpes. mounting Mme to le�u� es Duel soloching. I For compatible Rates: systems, refer tooptionsand accesseriesub. accommodate coifing ditranivM rrg le9%. OUT 1/11' x 3111' team gasketinp. 7 For dimensional cheages,refer tooptions and eceessaiesfob. thickness up to T.) CIA Listed acrd labeled to I AvelebMinns IantpuMuoMy. comply with Canadian I NyolisiloblowithE(RteEloption. Standards. 0:\RGA\BNELSON\3423—FAULCONER\FINAL SITE PLAN\3423_REVISION_SO-27-04.pro A R.C. 1M027 � DATE NWAL.1 a 2004 a FILE NUMBER 34123