HomeMy WebLinkAboutSDP200800175 Plan - Approved 2009-03-31U- E
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Lic. No. 30542
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STATE_ ROUTE 654 =BARRACKS ROAD
60' PUBLIC R/W
S48_46'204E 329.99'
S48'46'20"E 342.10'
10' Future
Right -of -Way
Dedication
TM 60 Parcel 681
St. Davids Anglican Church
DB 2493-534
2.19 Acres
Zoned: RA
Use: Vacant
TM 60 Parcel 68H
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Chang Ly Trustees
DB 2375-160
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CURRENT DEVELOPMENT PLANNER
CURRENT DEVELOPMENT ENGINEER
ALBEMARLE COUNTY SERVICE AUTHORITY
FIRE OFFICIAL
ARCHITECTURAL REVIEW BOARD
BUILDING OFFICIAL
VIRGINIA DEPARTMENT OF TRANSPORATION
C1
C2
C3
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C5
C6
C7
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Cover Sheet
Notes, Abbreviations, & Legend
Existing Conditions/Demo Plan
Site Plan
Grading and Utilities Plan
Landscaping Plan
Biofilter Drainage Area & Details
Details
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Reviewed and Approved by theCornmunlDevelopntDepartmentDate0 i ' j ( • p
File#
Signature
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DDR PROJECT NO: 08.01
INDEX TITLE:
C I
SHEET NO: 1 OF 8
DATE: 11-19-08
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DDR PROJECT NO: 08.01
INDEX TITLE:
C I
SHEET NO: 1 OF 8
DATE: 11-19-08
2
SITE DATA & GENERAL NOTES
INTERVAL CONTOUR
INDEX CONTOUR
ABBREVIATIONS
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LEGEND
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CROSSWALK
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GENERAL UTILITY NOTES
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GENERAL EXIST NEW DESCRIPTION EXIST NEW DESCRIPTION
1. CONTACT MISS UTILITIY AT 1(800)552-7001 48 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE UNDERGROUND UTIUTIES MARKED. THE
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CONTRACTOR SHALL VERIFY ALL UTIUTY INFORMATION PRIOR TO CONSTRUCTION M INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN ABAN ABANDON(ED) IF IRON FOUND PROPERTY LINE x ?
5 .,.+:;
x 12' TC TOP OF CURB ELEVATION
OWNER/DEVELOPER: SATISFACTION.
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ST. DAVID'S ANGLICAN CHURCH 2. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES HAVE BEEN TAKEN FROM AVAILABLE RECORDS AND ARE SHOWN AS AN APPROXIMATE ADJ ADJUST IS IRON SET ADJACENT PROPERTY LINE x. `W+' µw' x 12' BC BOTTOM OF CURB ELEVATION
WILLIAM LEE, GRANT HOWLETT, ETAL TRS. REPRESENTATION ONLY. THE OWNER OR ITS REPRESENTATIVE(S) HAVE NOT INDEPENDENTLY VERIFIED THIS INFORMATIONS AS SHOWN ON THE
PLANS. THE UTILITY INFORMATION SHOWN DOES NOT GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE APRX APPROXIMATE LOD LIMIT OF DISTURBANCE VACATED PROPERTY LINE x 1=sfi E... x 125 FL FLOW LINE ELEVATION
415 PARK ST. UTILITIES, NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE PLANS.
CHARLOTTESVILLE, VA 22902 PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES, BFC BOTTOM FACE: CURB LF LINEAR FEET E- BUILDING SETBACK x 12' EOP EDGE OF PAVEMENT ELEVATION
ATTN.: BILL MERRIL AND ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND, SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH EXISTING
UTILITIES AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY. BFE BASEMENT FL(OOR ELEVATION LT LEFT PARKING SETBACK x `3` x 125 SPOT ELEVATION
LEGAL REFERENCE: TAX MAP 60, PARCEL N0. 681 CONF OR EXISTING CONDITIONS DIFFER FROM THOSE SHOWN SUCH THATWHEREANEXISTINGXISTINGUTILITYISFOUNDTOCONFLICTNTHTHEPROPSEDWORK, BM BENCHMARK MAX MAXIMUM
DEED BOOK 2493 do PAGE NUMBER 534 THE WORK CANNOT BE COMPLETED AS INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED ZONING LINE x. ':+''1. x 125 TW TOP OF WALL ELEVATION
WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THE OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF BC BUILDING CORINER MIN MINIMUM
THE CONFTJCT AND CONTRACTOR'S FAILURE TO NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR 6! BW x 12' BW BOTTOM OF WALL ELEVATION
MAGISTERIAL DISTRICT: JACK JOUETT ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT. BOW BOTTOM OF MALLMON MONUMENT CONCRETE LIMITS OF DISTURBANCE
SOURCE OF BOUNDARY SURVEY: SUBDIVISION PLAT GENERATED BY ROGER RAY AND ASSOCIATES. RECORDED IN DB 2493-544 4. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE MARSHALL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE TO BS BOTTOM OF S6LOPE NTS NOT TO SCALE FLOODPLAIN LIMIT
TEST PIT LOCATION/BORING LOCATION
SOURCE OF TOPOGRAPHY: TOPOGRAPHIC SURVEY PREFORMED BY RIVANNA ENGINEERING & SURVEYING, PLC.. BE INSTALLED ACCORDING TO COUNTY STANDARDS.
BENCHMARK
THIS PROPERTY IS LOCATED IN ZONE X AS SHOWN ON FEDERAL EMERGENCY MANAGEMENT AGENCY. 5. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC AND TELEPHONE PULL BOXES, AND MANHOLES, CG12 ACCESSIBLE CURB RAMP PRVD PROVIDED UNDISTURBED BUFFER ZONE
FLOOD INSURANCE RATE MAP NUMBER: 51DO3CO26OD, DATED: 02/04/2005
AND OTHER SUCH ITEMS, ARE APPROXIMATE AND SHALL BE SET/RESET AS FOLLOWS:
CF CUBIC FEET R RADIUS
IRON FOUND
A. IMPERVIOUS SURFACES: FLUSH EDGE OF GRAVEL IRON SET
BENCHMARK: SPIKE IN POWER POLE, ASSUMED ELEVEATION =487.71 B. PERVIOUS SURFACE AREAS: ONE INCH ABOVE SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION. CL CHAIN LINK REQD REQUIRED
6. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE CONC CONCRETE RT RIGHT
EDGE OF PAVEMENT uo UNDERDRAIN
WATER SOURCE: SERVED BY A PRIVATE WELL COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS
7. ALL DRAINAGE STRUCTURE INTERIOR DIAMETERS SHALL BE DETERMINED BY THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON CY CUBIC YARDS R/W RIGHT OF WAY ROLL TOP STORM SEWER
SEWER SERVICE: PRIVATE DRAINFIELD THESE PLANS AND LOCAL MUNICIPAL STANDARDS. THE MINIMUM MANHOLE DIAMETER SHALL BE 4 FEET.
C/C CENTER TO CCE ITER SE SPOT ELEVATION...............•
C _- CG -2
STANDARD 6 CURB K ....."----" RD ROOF DRAIN
B. MNDR SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECIFICATIONS SECTION 302 AND SECTION 232 AND AS SPECIFIED ON
ZONING AL DIA DIAMETER SQ SQUARE CG -3 STANDARD 4' CURB x° s 8••s - SEWER LINE
THIS PROPERTY IS ZONED RA:RURAL AREAS DISTRICT
THIS PROPERTY IS SUBJECT TO SPECIAL USE PERMIT 00-57 AND THE FOLLOWING CONDITIONS: 9. THE CONTRACTOR IS REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE COUNTY OR ALBEMARLE COUNTY SERVICE AUTHORITY TO SECURE DC DECK CORNERR STA STATION CG -6
COMBINATION 6' CURB dt GUTTER TRENCH DRAIN
1. THE CHURCH SHALL BE LIMITED TO ONE STRUCTURE WITH A MAXIMUM ONE HUNDRED -TWENTY-FIVE (125) SEAT SANCTUARY.
ACCEPTANCE OF ALL UTILITIES
DW DRIVEWAY SW SIDEWALK CG.•.; CG -7
2. COMMERCIAL SETBACK STANDARDS AS SET FORTH IN 21.7.2 OF THE ALBEMARLE COUNTY ZONING ORDINANCE, SHALL BE MAINTAINED 10 ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI CONCRETE IN ACCORDANCE WITH VDOT SPECIFICATION SECTION 217. COMBINATION 4' CURB do GUTTER 8'W ..... 6.1w WATER LINE
ADJACENT TO RESDENTIAL OR RA ZONING DISTRICTS. 11. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WITHIN FOUR FEET OF ANY FIRE HYDRANT. EC EDGE OF CONCRETE TBA TO BE ABANDONED
r. BE BUILDING ENTRANCE r -- - ARE PROTECTION LINE
3. THERE SHALL BE NO DAY CARE CENTER OR PRIVATE SCHOOL ON SITE WITHOUT APPROVAL OF A SEPARATE SPECIAL USE PERMIT, OR 4
12. ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY STREETS MUST BE BORED OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR EP EDGE OF PAVVEMENT TBC TOP BACK CURB WATER SERVICE LINEAMENDMENTTOTHISPERMIT. NOTED ON THE PLANS. u LOADING DOCK ws
4. THERE SHALL BE NO CEMETERY ON THIS SIE WITHOUT THE APPROVAL OF AN AMENDMENT TO THIS PERMIT. ES END SEC110N TBR TO BE REMOVED
5. CONSTRUCTION OF THE 125 SEAT SANCTUARY SHALL COMMENCE ON OR BEFORE THE EXPIRATION DATE OF THE SIGNED FINAL SITE PLAN 13. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER EXISTING PIPING CLOSE TO OTHER BOLLARD GAS LINE
BASED ON PRELIMINARY SITE PLAN SDP -01-117 (AS SHOWN ON THE PLAN DATED AP91L 19, 2002, AND PREPARED BY RIVANNA
FAc1u11ES. EXIST EXISTING TC TOP OF CURB
aHE OVERHEAD ELECTRIC WIRE
ENGINEERING & SURVEYING, PLC). IF SDP -01-117 EXPIRES OR IS WITHDRAWN WITHOUT THE SIGNING OF THE FINAL SITE PLAN, THIS PERMIT 14. FOR UTILITIES INSTALLED UNDER ROADWAYS AND/OR EASEMENTS PLANNED FOR FUTURE ROADWAYS, BACKFILL SHALL BE COMPACTED M FC FENCE CORNFER TRIM TO REMAIN
a. T SIGN o;,c --
STALL EXPIRE FIVE (5) YEARS FROM THE DATE OF THE APPROVAL OF THIS PERMIT.
NOT LESS THAN 95% OF MAXIMUM DENSITY; IN ACCORDANCE WITH VDOT SPECIFICATIONS. SECTIONS 523.03, 302, 303.10, AND 200.02 PER P.F.M. uce UNDERGROUND ELECTRIC
6. HEALTH DEPARTMENT APPROVAL OF WELL AND SEPTIC SYSTEMS 15. CONTRACTOR IS TO VERIFY THAT ALL UTIUTIES I.E., WATER, SEWER, GAS, ELECTRIC, TELEPHONE, CABLE, ETC., ARE IN PLACE PRIOR TO FL FENCE LINE TOW TOP OF WALL r r STEEL GUARDRAIL
7. THE APPLICANT SHALL RESERVE FOR PUBLIC DEDICATION M PUBLIC USE, UPON THE DEMAND OF THE COUNTY, A TEN (10) -FOOT STRIP CONSTRUCTION OF SUBBASE AND/OR PAVING. FFE FINISHED FLOOOR ELEVATION TS TOP OF SLOPE
ri" -"-- o T - OVERHEAD TELEPHONE LINE
OF RIGHT-OF-WAY ALONG THE FRONTAGE OF THE PROPERTY ADJACENT M BARRACKS ROAD FOR FUTURE TURN LANE AND TAPER 16. THESE PUNS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WITH THE CURRENT APPROVED
n WOOD GUARDRAIL
T "---- UGT - UNDERGROUND TELEPHONE LINE
IMPROVEMENTS TO THE BARRACKS ROAD-COLTHURST DRIVE INTERSECTION. ALBEMARLE COUNTY SERVICE AUTHORITY'S GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE FT FUEL TANK TYP TYPICAL
STANDARDS AND SPECIFICATIONS OF VDOT.
GE GROUND ELEWATION WET WETLANDS PATH aR;v ............. CATV - CABLE TV
FRONT YARD SIDE YARD 17. ALL WATERLINES AND SANITARY SEWERLINES SHALL MAINTAIN A 10 FOOT HORIZONTAL SEPARATION OR WHEN CROSSING 18' VERTICAL CLEARANCE
BUILDING 75' FROM ROUTE 654 50' (OUTSIDE EDGE OF PIPE M OUTSIDE EDGE OF PIPE) IN ACCORDANCE TO VIRGINIA HEALTH DEPARTMENT STANDARDS.
75' FROM ROUTE 1001 18. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE, AND GAS WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A
PARKING 10' 20' MINIMUM 5 FOOT SEPARATION FROM PUBUC WATERMAINS AND SANITARY SEWER.
19. ELECTRICAL POWER SHALL BE DERIVED FROM BUIDUNG ELECTRICAL PANELS M GENERAL STE LIGHTING IN ACORDANCE WITH NATIONAL ELECTRIC
MAXIMUM BUILDING HEIGHT: 30' CODE.
20. ALLPIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING M ASTM C-76, UNLESS INDICATED OTHERWISE ON
SIDEWALKS* 4' -3000 PSI CONCRETE
21. AL CONDENSATE DRAIN AND OTHER PLUMBING CONNECTIONS ARE TO BE INSTALLED ACCORDING M BOCA NATIONAL PLUMBING CODE.
CURRENT USE: VACANT
22.EXLSTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY,
PROPOSED USE: CHURCH
TO MATCH FINISHED GRADES.
GEARAL CONSTRUCTION NOTES
PAVING SPECIFICATIONS ` ^ 1. PRX)R TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBUC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE
PARKING AREA: 4' - /21A AGGREGATE `\ 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.
ENTRANCE: 4'- #21A AGGREGATE 1ENTR
A
CE.
4' - 3000 PSI CONCRETE 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
sloEmom.. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE
THE PROPOSED CHURCH IS WITHIN THE RURAL AREAS AND IS NOT SUBJECT TO PARKING REQUIREMENTS OF THE DEVELOPMENT AREA. INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
PARKING SHOWN IS BASED ON THE CHURCH'S NEEDS. A TOTAL OF 19 SPACES IS REQUIRED. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
PARKING SCHEDULE: SPACES PROVIDED: 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE M BE
ACHIEVED.
HANDICAP 2
REGULAR 17 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS
TOTAL 19
DEEMED NECESSARY IN ORDER TO STABIUM A DRAINAGE CHANNEL.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
LAND SCHEDULE, PRE -DEVELOPMENT (SF) 1L POST -DEVELOPMENT (SF) 7G
8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III.
BUILDING 0 SF O% 2,352 SF 2.5%
PAVED/GRAVEL 0 SF 0% 4506 SF 8,9% 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONTRUCTION INDUSTRY (29 CFR PART
OPEN 95,234 SF 100% 64,376 SF 88.6% 1926
TOTAL 95,234 Sir (ETO-Kc-&T Tm iii 10. WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK WITHIN STATE
RIGHTS-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND
SPECIFICATIONS FOR HIGHWAYS AND BRIDGES.
CONTRACTOR'S COORDINATION RESPONSIBILITIES 11. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL UNDER PARKING AREAS, ROADS,
1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS. SIDEWALKS, AND OTHER CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING. PLACE
MATERIAL IN 6' LIFTS.
2. ANY TIME WORK IS PERFORMED OFF-STE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID
EASEMENT AS TO THE NATURE OF PROPOSED WORK AND TO FOLLOW ANY GUIDLELINES OR STANDARDS WHICH ARE ASSOCIATED WITH 12.COMPACT LAYERS OF FILL TO 95 PERCENT BY MODIFIED PROCTOR METHOD PER ASTM D 1557 BENEATH AND WITHIN 15 FEET OF
OR REFERENCED IN THE RECORDED EASEMENT. BUILDINGS AND BY STANDARD PROCTOR METHOD PER ASTM 0 698 BENEATH AND WITHIN DETENTION POND EMBANKMENTS,
3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, TETTERS OF PERMISSION, ETC, ARE RECORDED/OBTAINED PRIOR TO THE START
PAVEMENTS, WALKS, AND ROAD SHOULDERS, INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. IN OTHER
UNPAVED AREAS, COMPACT 90 PERCENT BY STANDARD PROCTOR METHOD PER ASTM D 698. IF THE DENSITY OF THE ADJACENT
OF ANY CONSTRUCTION. SOIL IS MORE THAN THE DENSITY SPECIFIED, THEN COMPACT TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOIL.
4. CONTRACTOR TO VERIFIY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFUCTS EXISTS, CONTACT 13.AREAS ON WHICH FILL IS TO BE PLACED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL. SOIL MATERIALS SHALL BEENGINEERFORCLARIFICATIONAND/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE,
RISK.
SOFT UNSOUND PARTICLES AND FROZEN DELETERIOUS OR
OBJECTIONAL MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE UFT THICKNESS. COMMON FILL MATERIAL
5, THE CONTRACTOR IS M VERIFY THAT THE RELOCATION OF ALL EXISTING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN SHALL BE UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR
COMPLETED INCLUDING UTILITY POLES. THE INTENDED LOCATION. BACKFILL AND FILL MATERIAL: ASTM D 2487. CLASSIFICATION GW, GP, GM, GC, SW, SP, SM, SC WITH A
MAXIMUM ASTM D 4318 LIQUID LIMIT OF 35, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 12, AND MAXIMUM OF 25 PERCENT BY
6. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIIRED BY ALBEMARLE COUNTY CODE. WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. SELECT MATERIAL- ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A
MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, N0. 200 SIEVE.
7. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED
FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS 14.ALL FINISHED GRADING, SEEDING AND SODING SHALL BE DONE IN SUCH A MANNER TO PRELUDE THE PONDING OF THE WATER ON
AND SPECIFICATIONS THAT ARE SUPPUED AS PART OF THE CONTRACT DOCUMENTS. THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS.
8. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS, IF A PERMIT EXISTS. 15. CUT AND PATCH WORK IN EXISITING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY
9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING, BUT NOT LIMITED TO, STANDARDS AND SPECIFICATIONS.
ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS do POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH
GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST 16. ALL EXISTING CURB AND GUTTER ALONG THE FRONTAGE OF THIS SITE IN POOR CONDITION OR DAMAGED DURING CONSTRUCTION
SHALL BE INCLUDED IN BASE BID. SHALL BE REMOVED AND REPLACED TO THE STANDARDS AND SPECIFICATIONS OF ALBEMARLE COUNTY.
10. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND IT IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED DURING EXCAVATION
SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST M OWNER. AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE
11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM
VICINITY OF THE SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER
VSMP), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND
IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN.
RECREATION (DCR) UNDER THE JURISDICTION OF THE EPA PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FILE A
GCP NOTICE OF INTENT WITH THE DCR AND PREPARE A STORMWATER PREVENTION PLAN IN ACCORDANCE WITH THE VSMP
REGULATIONS.
12. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS.
13. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE
WITH OSHA STANDARDS AND LOCAL REQUIREMENTS.
14. CONTRACTOR SHALL DISPOSE OF DEMOUTION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS,
ORDINANCES AND STATUTES.
15. EXISTING UTIUTIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTIUTY
COMPANY STANDARDS SPECIFICATIONS, AND DETAILS. THE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE
UTILITY REPRESENTATIVES.
GR GUARDRAIL
UTILITY
ARV AIR RELEASE \VALVE
BOA BLOW OFF ASSEMBLY
CO CLEANOUT
CPD TELEVISION PEDESTAL
CATV CABLE TELEVISION
CMP CORREGATED IMETAL PIPE
DFC DRAINFIELD CODRNER
DI DROP INLET
DIP DUCTILE IRON PIPE
ET ELECTRIC TRAANSFORMER
EW END WALL
FH FIRE HYDRMTT
FM FORCE MAIN
FO FIBER OPTIC
FT FUEL TANK
GL GAS LINE
GM GAS METER
GT GREASE TRAP'
GP GUY POLE
GW GUY WIRE
GV GATE VALVE
HDPE HIGH DENSITY f POLYETHYLENE
INV INVERT
WSE WATER SURFACE EDGE
LP LIGHT POLE
MH MANHOLE
MHD MANHOLE (DRAINAGE)
MHE MANHOLE (ELECTRIC)
MHS MANHOLE (SEWER)
MHU MANHOLE (UTILITY)
OHE OVERHEAD ELECTRIC
OHT OVERHEAD TELEPHONE
PP POWER POLE
PVC POLYVINYL CHLORIDE
RCP REINFORCED CONCRETE PIPE
SAN SANITARY
SCC STORMWATER CONVEYANCE CHANNEL
TOP TOP ELEVATION
TP TELEPHONE POLE
TPD TELEPHONE PEDESTAL
TSV TAPPING SLEEVE & VALVE
UE UNDERGOUND ELECTRIC
UP UTILITY POLE
UT UNDERGROUND TELEPHONE
WL WATER LINE
WM WATER METER
WV WATER VALVE
v.....,.,...., TREE LINE
m..&......._ ....... m......... FENCE
BLOCK WALL
RETAINING WALL
STREAM / WATER COURSE
POND
312 ............. 12 -
DO
INTERVAL CONTOUR
INDEX CONTOUR
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PARKING COUNT
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GRASS
CROSSWALK
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HANDICAP ACCESSIBLE AISLE
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HANDICAP PARKING
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VAN -ACCESSIBLE HANDICAP PARKING
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WATER VALVE & BOX
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0 0 WATER WELL
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GAS VALVE
11
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UA
TIMOTHY RAY MILLER
Lic. No. 30542
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EC -2 BLANKET MATTING
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CONCRETE PAVEMENT / SIDEWALK -
RIPRAP
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EC -2 BLANKET MATTING
EC -3 TYPE A
EC -3 TYPE B
WETLAND
SANITARY EASEMENT
GRADING EASEMENT
DRAINAGE EASEMENT
UTILITY EASEMENT
WATER EASEMENT
ACCESS EASEMENT
STORM DRAINAGE EASEMENT
10
GENERAL NOTM
1. ACCESSIBLE ROUTEES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE FEDERAL
AMERICANS WITH DDISAIIIUTIES ACT AND WITH STATE AND LOCAL LAWS AND REGULATIONS (WHICHEVER ARE MORE STRINGENT).
2. ALL STAIRS WITH TTHREE OR MORE RISERS ARE TO HAVE HANDRAILS ON BOTH SIDES.
3. SIDEWALKS ADJACEENT TO PARKING SHALL HAVE A MINIMUM WIDTH OF 6 FEET.
4. TO THE BEST OF COUR BELIEF AND KNOWLEDGE, THERE ARE NO KNOWN GRAVE SITES ON THE SUBJECT PROPERTY.
5. PLANTINGS WILL BBE PROVIDED WITH MINOR ADJUSTMENTS IN THE FIELD TO ELIMINATE CONFLICTS WITH OTHER STRUCTURAL FEATURES.
6. PARCEL MAY BE SUUBJECT TO RECORDED EASEMENTS:
CENTRAL VIRGINIA ' TELEPHONE COMPANY - DB 678-610
VA TELEPHONE i 'TELEGRAPH COMPANY - OB 424-274
VA ELECTRIC & POONER COMPANY - 423-32 do DB 279-279
0•-0 LIGHT POLE
TRANSFORMER PAD
UTILITY POLE
GUY POLE
MATCHLINE
NOTES:
1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN.
2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED.
3. REFER TO LANDSCAPE SHEET FOR ADDITIONAL SYMBOLS.
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INDEX TITLE:
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DATE: 11-19-08
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SHEET NO: 2 OF 8
DATE: 11-19-08
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INDEX TITLE:
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SHEET NO: 3 OF 8
DATE: 11-19-08
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INDEX TITLE:
C5
SHEET NO: 5 OF 8
DATE: 11-19-08
LANDSCAPING CANOPY REQUIRED:
10% of Total Site Area
Total Site Area 95,234 SF (2.19 Acres)
95,234 SF * .10 = 9,523 SF Required
LANDSCAPING CANOPY PROVIDED:
Existing Canopy =42,109 SF*1.25 =52,636 SF
New Canopy = 3,247 SF
Total Canopy Provided = 55,883 SF
Not including Biofilter plantings)
INTERIOR LANDSCAPING:
Required:1 Tree per 10 Parking Spaces
19 (New)110 =1.9 Trees
Provided: 2 Trees
NOTE: All Existing Trees Are To Remain Unless Otherwise Noted.
QUANTITY KEY BOTANICAL NAME COMMON NAME
4 DC Cedrus deodara Deodar Cedar
6 QP Quercus phellos Ulm Oak
BROr
7 IG Ilex glabra'Nigra" Nigra Inkberry
Note:
PLANT LIST
HEIGHT CALIPER I SPACING
SHADE TREES
5'
3.5"
LEAF EVERGREENS
24"
TOTAL CANOPY
REMARKS I CANOPY (SF) I (SF)
B&B 143 572
B&B 419 2,514
STATE ROUTE 65,4`1, - BARRACKS 1ROAD
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SF)
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1 AP Aesculus parvifolia Bolebrush Buckeye 4'-5' 5 Gal. 82 82
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1 IV Ilex veldilata ble Henry' Lime Henry' Sweetspire 30"-36" 3 Gal. 57 57
2 CS Cornus sericea Red -Twig Dogwood 3'-4' 3 Gal. 113 226
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SHEET NO: 6 OF 8
DATE: DATE: 11-20-08
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INDEX TITLE:
C6
SHEET NO: 6 OF 8
DATE: DATE: 11-20-08
LEVEL SPREADER
8"x6" TREATED TlMBE
SECURE W/ #5 REBAR
UNDERORA|N GRAV
AASHTO K 4J' -~
1/2^-1") WRAPPED
IN FILTER FABRIC
PROVIDE UNDER DRAIN
PIPES ACROSS ENTIRE
WIDTH AT 20 FT O.C.
50% SAND/30% TOPSOIL/
20% LEAF MULCH
SAND: 0.02"-0.04".
ASTM C33 F|NE)
T' 1310 -FILTER DETAILS
NOTES:
1. THE BIO -FILTER IS NOT TO BE
CONSTRUCTED UNTIL THE SITE IS ADEQUATELY
S77\B|L|ZEO, ACCORDING TO THE WATER
RESOURCES PERSONNEL (434) 296-5861
2. THE SAND/SOIL/LEAF MULCH MATERIAL
MUST BE INSPECTED BY WATER RESOURCES
PERSONNEL BEFORE INSTALLATION OF THE
BIO -FILTER /434\ 298-5681.
3. THE BIO -FILTER SOIL MIX MUST MEET
STATE APPROVED STANDARDS.
4. THE BIO -FILTER SOIL MIX MUST BE
STABILIZED, PLANTED IN PLUGS OR 5EEOEO,
WITH HEAVY STRAW MULCH AND EC -2
MATTING. B|OF|LTER WILL REQUIRE A
MINIMUM OF 3 TREE AND SHRUB SPECIES
SEE DETAIL 8/C7\. PLANTING LOCATIONS
SHALL BE PER COUNTY REQUIREMENTS.
5. DURING CONSTRUCTION, WATER RESOURCES
PERSONNEL MUST BE NOTIFIED TO INSPECT
THE UNOERDRA|N INSTALLATION, APPROVE THE
SOIL M|X, AND APPROVE THE COMPLETED
INSTALLATION.
FOR MORE INFORMATION PLEASE CALL WATER
RESOURCES PERSONNEL AT
434) 296-5861.
Bufldinj Setback Line
Bi ilter
Un r rain
Primary Reserve
DroinfieldDrainfield
LMM
Ix
WOMB
YR. Vel t
Existing Tree Line 1 96 ft./SpC.
Treeline GRASSED LI MIN
Depth
DITCH DA 0.15 AC. Q2 - C X I X A Using Visual Urban Program
Gravel(0.70)--0.1 AC. =
0.60 X 5.17 X 0.15 Solve ditch For Q2 yr. Velocity and
Grassed(O.4)--0.05 AC. FQ2 - 0.46 cfs.- Q1 0 yr. Depth
tc=5 min. Side slope=3:1
FQ
S M DRAINAGE AREA AND CALC. 20 0 20 40 80
Short Version EIIMP Computations For Worksheets; 2 - 6
Albemarle County Water Protection Ordinance: Modified Simple Method
Plan: St. Davids Church Water Resources Area: Drinking Water Watersheds
DIOR Date: 219/2009
Project Drainage Area Designation Church Site R A:Et4 FALJ_ T& 'TfZE-A7r
L storm pollutant export in pounds, L [P(Pj)Rv/12 C(A)2.72 I C., % V A L R A T-6
Rv mean runoff coefficient, Rv = 0.05 + 0.009(l)
131 small storm correction factor, 0.9 q. oF 'T 'TAL 111?. AR6
I percent imperviousness
P annual precipitation, 43" In Albemarle
A project area in acres in subject drainage area,
C pollutant concentration, mg/I or ppm target phosphorus
f factor applied to RR
V required treatment volume in cy, 0.5" over imperv, area A(1 43560(0.5/12)/27 3:50, 0 5 F. PPO VXDGM
RR required removal , L(post) - f x L(pre)
Impervious Cover CoTpytation
01U01
0i 01
0 - - --------- -- ---- . .....
Wiqth. no. subtotal q qto_ ",Wjdth no. subtotal
id walks 0!
0 205707711540;
ri Area
Ix 0,70 0 3746.4
2853 11 2853 j
01 28-531
Actively -grazed pasture & Area Area
crop A'r'-ea Area
Other Impervious Areas
01 0
Impervious Cover iml_4
New Development (For Development Ar as, existIng)Tpprvious cover
d.
23 0.56 Developrment Area
06 0,61 birri I Water Watersheds
Redevelop rea
0.05 0.06 0.61 0.56 Dft l 'Water Watersheds
Interim Manual, Page 70 rev. 16 Feb 1998 GEB
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4" - VD[lT 91B
Concrete Sidewalk
4' - 3000 P3|
Existing Dogwoods
B IBio Filter Are impervious Area Bio Filter Area
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T' 1310 -FILTER DETAILS
NOTES:
1. THE BIO -FILTER IS NOT TO BE
CONSTRUCTED UNTIL THE SITE IS ADEQUATELY
S77\B|L|ZEO, ACCORDING TO THE WATER
RESOURCES PERSONNEL (434) 296-5861
2. THE SAND/SOIL/LEAF MULCH MATERIAL
MUST BE INSPECTED BY WATER RESOURCES
PERSONNEL BEFORE INSTALLATION OF THE
BIO -FILTER /434\ 298-5681.
3. THE BIO -FILTER SOIL MIX MUST MEET
STATE APPROVED STANDARDS.
4. THE BIO -FILTER SOIL MIX MUST BE
STABILIZED, PLANTED IN PLUGS OR 5EEOEO,
WITH HEAVY STRAW MULCH AND EC -2
MATTING. B|OF|LTER WILL REQUIRE A
MINIMUM OF 3 TREE AND SHRUB SPECIES
SEE DETAIL 8/C7\. PLANTING LOCATIONS
SHALL BE PER COUNTY REQUIREMENTS.
5. DURING CONSTRUCTION, WATER RESOURCES
PERSONNEL MUST BE NOTIFIED TO INSPECT
THE UNOERDRA|N INSTALLATION, APPROVE THE
SOIL M|X, AND APPROVE THE COMPLETED
INSTALLATION.
FOR MORE INFORMATION PLEASE CALL WATER
RESOURCES PERSONNEL AT
434) 296-5861.
Bufldinj Setback Line
Bi ilter
Un r rain
Primary Reserve
DroinfieldDrainfield
LMM
Ix
WOMB
YR. Vel t
Existing Tree Line 1 96 ft./SpC.
Treeline GRASSED LI MIN
Depth
DITCH DA 0.15 AC. Q2 - C X I X A Using Visual Urban Program
Gravel(0.70)--0.1 AC. =
0.60 X 5.17 X 0.15 Solve ditch For Q2 yr. Velocity and
Grassed(O.4)--0.05 AC. FQ2 - 0.46 cfs.- Q1 0 yr. Depth
tc=5 min. Side slope=3:1
FQ
S M DRAINAGE AREA AND CALC. 20 0 20 40 80
Short Version EIIMP Computations For Worksheets; 2 - 6
Albemarle County Water Protection Ordinance: Modified Simple Method
Plan: St. Davids Church Water Resources Area: Drinking Water Watersheds
DIOR Date: 219/2009
Project Drainage Area Designation Church Site R A:Et4 FALJ_ T& 'TfZE-A7r
L storm pollutant export in pounds, L [P(Pj)Rv/12 C(A)2.72 I C., % V A L R A T-6
Rv mean runoff coefficient, Rv = 0.05 + 0.009(l)
131 small storm correction factor, 0.9 q. oF 'T 'TAL 111?. AR6
I percent imperviousness
P annual precipitation, 43" In Albemarle
A project area in acres in subject drainage area,
C pollutant concentration, mg/I or ppm target phosphorus
f factor applied to RR
V required treatment volume in cy, 0.5" over imperv, area A(1 43560(0.5/12)/27 3:50, 0 5 F. PPO VXDGM
RR required removal , L(post) - f x L(pre)
Impervious Cover CoTpytation
01U01
0i 01
0 - - --------- -- ---- . .....
Wiqth. no. subtotal q qto_ ",Wjdth no. subtotal
id walks 0!
0 205707711540;
ri Area
Ix 0,70 0 3746.4
2853 11 2853 j
01 28-531
Actively -grazed pasture & Area Area
crop A'r'-ea Area
Other Impervious Areas
01 0
Impervious Cover iml_4
New Development (For Development Ar as, existIng)Tpprvious cover
d.
23 0.56 Developrment Area
06 0,61 birri I Water Watersheds
Redevelop rea
0.05 0.06 0.61 0.56 Dft l 'Water Watersheds
Interim Manual, Page 70 rev. 16 Feb 1998 GEB
D D Ty J 0
uu/ uu/u au "^^^u
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4" - VD[lT 91B
Concrete Sidewalk
4' - 3000 P3|
Existing Dogwoods
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QUANTITY KEY BOTANICAL NAME COMMON NAME HEIGHT CALIPER SPACING REMARKS CANOPY(SF) SF)
co
SHADE TREES
DDR PROJECT NO: 08.019'9' TB-otebrush Buckeye
DECIDUOUS SHRUBS
INDEX TITLE: 1 IV ilex vericillafa'Lide Henry' I'Lile Henry'Sweetspire 30'-36- 1 3 Gal. 57 57
2 CS Cor nus sericea lRed-Twig Dogwood 3'-4' 3 Gal. 113 226
Total Canopy (SF): C 7
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Catalog Number
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FEATURES & SPECIFICATIONS
FEATURES & SPECIFICATIONS o_ -"
INTENDED USE — For building and wall mounted applications. C
INTENDED USE Decolrative Well -Mounted lighting ._
Recessed frame In rated Non IC for New Construction only. Approved for 8°Frame-In CONSTRUCTION — Rugged, die-cast, single -piece aluminum housing. Die-
cast doorframe has a 1/8" thick tempered glass lens. Doorframe Is fully Qallceilingtypes (including air handling plenums), and wiring types. gasketed with one-piece solid silicone•Q
CONSTRUCTION FINISH — Standard finish is textured dark bronze (DOBT) corrosion-resis- LP8F WSQ
Rugged, galvanized steel frame. tant polyester powder finish. Additional architectural colors are available; Q
Galvanized steel junction box with (4) romex, (2) 3/4" and (4) 1/2" nominal — see www.lithonia.com/archcolors. Striping is also available.
conduit knock outs with pryout slots. Removable door for easy access. OPTICAL SYSTEM — Segmented reflectors for superior uniformity and con -
Rated for 90°c supply wire. Ground wire provided. c_ = •
con-
trol. Medium throw (MD) full cutoff distribution available. COMPACT FLUORESCENT to SY
4. of
Galvanized bar hangers span up to 24" o.c. and feature built-in T-ber clips —"— --- _._ _ FLUORESCENT ELECTRICAL SYSTEM — Ballast: Class P, multi -volt electronic, high power Off`+ 26DTT0
146,
and Hailers. - Vertical factor multi -volt, <10%THD, with starting temperature of 0°F (-18°C). 2/26DTT
ELECTRICAL SYSTEM Non -IC Socket: High temperature thermoplastic with an integral lamp retention clip. Specifications
26TRT 6hs P`ar`es
Socket attaches to reflector with pre -mounted screws to ensure proper New Construction INSTALLATION — Universal mounting mechanism with Integral mounting Length: 18.0 (45.7)
2/26TRT 4a C.
and consistent lamp position. support allows fixture to hinge down, Bubble level provides correct alignment Depth: 7.25 (18.4)
Multi -volt, 120V through 277V, electronic ballast with and of life protection
with each installation. 32TRTOverallHeight: 9.0 (22.8) DRIP UNE
standard for TRT lamps. Requires four -pin lam LISTING — UL Listed to US and Canadian safety standards (see Options). 2/32TRT
P q P P• `Weight: 30 (13.6 kg}
Class P thermal) protected ballast protects against improper contact with Suitable for wet locations (damp location listed In lens -up orientation). WLU 42TRT
Y P P goption offers wet location listing in up orientation (see Options). IP65 Rated. 'Weight as configured In
insulation. Rated for through branch circuit wiring. 12.1/8 25"C ambient example below. 2/42TRT LTH OP
INSTALLATION ; (30.8) NOTE: Specifications subject to change without notice. All dimensions are inches (centimeers) unlesss otherwise specified. Q P/
T -bar or wood joist installation.
Expandable bar hangers allow for off -center mounting in T -bar ceilings or 8.5/8 , ORDERING INFORMATION For shortest lead times, configure product using standard options (shown in bold). SNOW FENCE r
wood joists. (21.9)
Bar hangers expand to a length of 25-1/4" maximum 13-1/4" minimum, Specifications
13 (33) Example: WSQ 42TRT MD MVOLT LPI O
Reflectors accommodate ceilings up to 1-1/2" thick. WSQ 32/TRT MD MVOLT DWHG LPI
Height: 12.1/8 (30.8) II
TIMOTHY RAY
MILLERS
143/8 Lic. No. 30542LISTINGLength: 13-1/4 (33.7) (39.5)
UL listed to US and Canadian safety standards. p 9-7/8 Series Wattage/Source Distribution Voltage Options Lamp16
Width: 14-3/8 (36.5) `
Damp location listed. (Sae trim selection for wet location.} Ceiling Opening: 8.7/8 (22.5) ' ( j 1)
WSQ 26DTT MD Medium throw 120 Shipped installed in fixture LPI Lamp .4%
2/26DTT 277 DC12 Emergency circuit 12 volt (35W larmp included 1s C1
8-5/8 (21.9) included std.)z ULP Less SI ON L13-1A (33.7) 26TRT 347
2DC12 Emergenc circuit 12 volt (2, 35W Immps lamp2/26TRT MVOLr I
All dimensions are inches {centimeters).
Included)
32TRT DCZ01Z Emergent circuit 12 volt (20W lamlp
2/32TRT Included) finish
ORDERING INFORMATION For shortest lead times, configure product using standard options (shown in bold). 42TRT 2DC2012 Emergency circuit 12 volt (2, 20W laamps (blank) Dark bronze,BOARD FENCE A E"
Example: LP8F 26-42TRT MVOLT 802AZ 2/42TRT
included) textured
DFL Diffusing lens DSST Sandstone, m
EC Emergency circuft3 textured
CORD FENCE
ELDW Emergency batte
LP8F 32 TRT MVOLT TRW 8B3
ry pack (32°F min_ •
aluminum, L) operating temp.)"
DNAT Natural Y
ELDWR Fixture wired for Bodine® B30 remcote textured PLASTIC FENCE _
battery pack (batterypacknot incllluded; 32OF DWHG White, V
Series Lamps Volt Options Reflector min. operating temp.) textured
LP8F 18DTT MVOLT' ADEZ Advance Mark 10Tm EL Emerpency battery pack 802 White open
ELDWRPS Fixture wired for
toryPS1or
of in rluded; battery pack (battery pack not incllluded; 32°F
remote
DBLB Black, Z
26DTT 120 electronic dimming ballast, with lntegraltestswdchs 802A Clear diffuse low iridescence open min. operating temp.)4,7 textured ZO c v
120V or 277V. Requires 4- ELR Emergency battery pack ELED Emergency LED secondarysourceAll CR Enhanced
18TRT1 271 y rye 5 802AZ Clear specular low iridescencepinlamp. Minimum dimming with remote test switch open 2ELED
Emergency
LED secondarsource., (2 corrosion U)
26-42TRT,,' 347 level 5%. P modulese1e resistant 1. Contractor to install plastic fencing withGMFSingleslow-blow fuse 802GZ Gold s ecular o en modules)819
v, r
26TRT' DMHL Lutron Compact SET" P P NOTES: GMF Internal slow -blow fusln ,a CRT Non-stick m
electronic dimming ballast, BDP Ballast disconnect plug 802WTZ Wheat specular open 1 Multi -volt electronic ballast capable of operating on any line PE Photoelectric cell -button ypelo,11 protective wooden posts set three (3) feet on center. W A Z32TFIT1
120V or 277V. Requires 4- (meets codes that require SB3 Black baffle voltage 120-277V. coatin 14
42TRT' q in -fixture disconnect) 9 WLU Wet location door for up orientation g Fencing shall be placed as close to drip line spinlamp. Minimum 883W Whitebaffle 2 Not available with GMF, EC,ELDWs• CSA CSA Certified57TRT'' dimming level 5%. /NLP 35Ksap Lamp (shipped as possible. o
separately) 8W1 White wallwash 3 Maximum allowable wattage lamp Included. NOM NOM Certified p
TRW White flange 8W1A Clear diffuse wallwash 4 Not available with MVOLT; must specify voltage. Shipped separately
5 Not available with 2132TRT or 2/42TRT BBW Surface -mounted back box12 C/I
BW1AZ Clear specular wallwash 6 Not avallable with DCs or EC. UT5 Uptilt 5 degrees12
WG WaNOTES: re guard('_
I TREE PROTECTION FENCING DETAIL
BWiGZ Gold specular wallwash 7 Not available with 2/42TRT. tt
1 Not available with amagnetic ballast. eW1WTZWheat specular wallwash a Not available with EC, DCsORELDWs. VG Vandal guard" w m
2 Not available with WLPorDMHL. 8LF1 White splay flat clear Was 9 Must specify 120V or 277V. NIGHTTIME
3 Open, non -lensed trims only. Not available with DMHL. 8LFB1 Black baffle flat clear lens 10 Not available with 347V. FRIENDLY / j(
Gordrtent whh LEER' goals lJ V NOT TO SCALE
W
8L4 White splay fraenal lanes 11 Must be ordered with fixture; cannot be field Installed. a Green Gid*%"' alma.
Z
4 MVOLT- Electronic multi -volt ballast capable of operating any line voltage p Y 12 May be ordered as an accessory, for lightPsauaon reWdon Z Cn
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from 120-277, 50or60Hz• 8L84 Black baffle fraenal lens
5 Not available with magnetic ballast or 57TRT. For dimensional changes, refer 8LF73 White splay T73 tempered prismatic
13 See www.11thonia.com/rchcolors
only.
om/archcolors for additional color options. ACCBSSOfleS16 W
P Y P P 14 Black finish only. \
to accessories tab. For two -lamp operation, consult factory. lens Order as separate catalog number.
6 Lena removal required before EL testing.
15 Must be (35K lamp with LPI). d N
8LFB73 Black baffle T73 tempered prismatic 16 Must specify finish.
WSBBW Surface -mounted back btox A _
C
See trim specification shoats for maximum wattages. lens' WSUT5 Uptilt 5 degrees C O
10OutdoorShheetIll: WSQ-CF BM -145
Downlighting and Track Sheet lit LP8F-COM CCFL-110 Md
di
C/1
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w ANOTES: U
REFER TO ARCHITECTURAL DRAWING
FOR LOCATION OF LIGHT FIXTURES. A
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DDR PROJECT NO: 08.019
INDEX TITLE:
C 8
SHEET NO: 8 OF 8
DATE: 11-19-08