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SDP201500013 Plan - Approved 2015-06-19
iry mm \0 ALBEMARLE COUNTY, VIRGINIA 1 4/8/15 JLB 2A356712 2 5/12/15 JLB 1 EL1 EL2 EL3 ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATIgO'N NO. DATE INITIALS SHEETS REVISED Al VISIONS IN RESPONSE TO ARB & SITE PLAN / \ COMMENTS DATED 4/7/15 AREVISIONS IN RESPONSE TO ARB & SITE PLAN COMMENTS DATED 5/6/15 FUELING STATION AND VEHICLE WASH PROJECT ACSA PROJECT NUMBER 2012 -OS MINOR SITE PLAN AMENDMENT TO SDP 199300001 D (ACSA ADMIN &OPERATIONS CENTER) 0 INDEX OF DRAWINGS SITE PLAN SUBMISSION K ////-� % � % \\ I I I I CC II I I SHEET TITLE OWNER: ALBEMARLE COUNTY SERVICE AUTHORITY DEVELOPER: ALBEMARLE COUNTY SERVICE AUTHORITY TAX MAP & PARCEL: 07800- 00- 00 -015CO ZONING DISTRICT: HIGHWAY COMMERCIAL, ENTRANCE CORRIDOR (EC) MAGISTERIAL DISTRICT: RIVANNA EXISTING USE: ADMINISTRATION AND MAINTENANCE PROPOSED USE: NO CHANGE APPROVALS ='F DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER /ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATIgO'N HEALTH DEPARTMENT 1-1-/ PREPARED BY: MICHAEL BAKER JR., INC. A UNIT OF MICHAEL BAKER INTERNATIONAL 272 BENDIX ROAD, SUITE 400 VIRGINIA BEACH, VIRGINIA 23452 PHONE: 757- 463 -8770 FAX: 757- 463 -0503 �f �o 4 , , PROJECT: "LOCATION CITY OF CHARLOTTESVILLE S� ON �O �y o PQ �Qo Aq PTO '0S 40 icy '1100 m A� 0p A� LOCATION MAP SCALE: 1" =750' TAX MAPS: 078 MARCH 2015 a �R 1A 0 C. Z K�) ( �� 8 ALBEMARLE COUNTY (Rivanna Magisterial District) O O1 COVER SHEET O2 GENERAL NOTES EXISTING CONDITIONS AND VICINITY MAP INCLUDING RICHMOND ROAD (ROUTE 250) `J CIVIL &MECHANICAL SITE PLAN OO DEMOLITION PLAN FUELING STATION PLAN O STORM DRAIN AND WASH AREA PLANS OO DRAINAGE PROFILES STRUCTURAL DETAILS WASH AREA DETAILS 10 MISCELLANEOUS DETAILS 11 EROSION AND SEDIMENT CONTROL NOTES 12 FUEL STATION CANOPY EL1 ELECTRICAL CALCULATED LIGHTING LEVEL PLAN E� ELECTRICAL LIGHTING DETAILS EL3 ELECTRICAL LIGHTING DETAILS PROPOSED CHANGES INCLUDE: 1. REMOVAL OF TWO UNDERGROUND FUEL STORAGE TANKS AND FUEL DISPENSING PUMPS. 2. CONSTRUCTION OF NEW CONCRETE FUELING PAD, TWO NEW UNDERGROUND FUEL STORAGE TANKS, NEW FUEL DISPENSING PUMPS, AN OVERHEAD CANOPY AND ASSOCIATED DRAINAGE PIPING. 3. CONSTRUCTION OF NEW VEHICLE WASH PAD WITH DRAIN OUTLET AND PIPING. 4. REPLACEMENT OF EXISTING SITE LIGHTING. 5. CONSTRUCTION OF NEW DROP INLETS, STORM PIPE, AND WATER SUPPLY LINE. 1`� c N late /r���,TH OF � CHARLES FRANK VOTAVA ,,� Lic. No. 034916 w 3 ,q 5 s ZONAL GENERAL NOTES.-- SURVEY ABBREVD ATIONS_.0 ® PROP. VALVE 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST ADW ASPHALT DRIVEWAY VERSION OF CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY CD CONCRETE DRIVEWAY SERVICE AUTHORITY, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES. GDW GRAVEL DRIVEWAY C &G CURB AND GUTTER 2. ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION MUST BE APPROVED EP EDGE OF PAVEMENT BY ACSA PRIOR TO THE START OF WORK. A PRECONSTRUCTION CONFERENCE WITH CSW CONCRETE SIDEWALK ACSA IS REQUIRED PRIOR TO THE START OF WORK. CA CONCRETE APRON BSW BRICK SIDEWALK 3. ALL WORK IS SUBJECT TO THE INSPECTION AND ACCEPTANCE BY ACSA. NO BRW BRICK RETAINING WALL DEMOLITION TO THE EXISTING SYSTEM SHALL BE MADE WITHOUT COORDINATION WITH TRW TIMBER RETAINING WALL AND IN THE PRESENCE OF ACSA STAFF. NO WORK SHALL BE CONDUCTED ON ACSA UTH UTILITY HANDHOLE FACILITIES ON WEEKENDS OR ACSA HOLIDAYS UNLESS PERMITTED OTHERWISE BY ACSA SRW STONE RETAINING WALL IN WRITING. CRW CONCRETE RETAINING WALL CWS CONCRETE WHEEL STOP 4. THE LOCATION OF EXISTING UTILITIES ON THE PLANS IS SHOWN FOR REFERENCE ONLY AND IS NOT NECESSARILY COMPLETE OR CORRECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION AND SIZE OF ALL EXISTING UTILITIES, BOTH HORIZONTALLY AND VERTICALLY. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST 'TO THE OWNER. 5. THE CONTRACTOR SHALL PROVIDE ACCESS TO THE OWNER AT ALL TIMES. 6. FOR ALL WATER MAIN AND WATER SERVICES, THE CONTRACTOR SHALL PROVIDE ALL MATERIALS (AND CERTIFICATES OF COMPLIANCE) IN ACCORDANCE WITH THE 2011 REDUCTION OF LEAD IN DRINKING WATER ACT (BILL S. 3874), WHICH BECOMES EFFECTIVE JANUARY 4, 2014. UNDER THIS ACT, THE SAFE DRINKING WATER ACT'S DEFINITION OF THE TERM LEAD —FREE HAS BEEN MODIFIED TO REDUCE THE MAXIMUM LEAD CONTENT PERMISSIBLE FOR POTABLE WATER. SOURCE: HTTP://WWW.GPO.GOV/FDSYS/PKG/BILLS— 111 S3874ENR/PDF/BILLS— 111 S3874ENR.PDF 7. SURVEY INFORMATION IS BASED ON NAD 1983 VIRGINIA SOUTH STATE PLANE COORDINATES FOR HORIZONTAL CONTROL, AND ON U.S. GEODETIC SURVEY DATUM (NAVD88) FOR VERTICAL CONTROL. ELEVATIONS ARE FEET ABOVE MEAN SEA LEVEL. SURVEY PERFORMED BY RINKER DESIGN ASSOCIATES USING CONVENTIONAL METHODS, JUNE 2012. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY OF VIRGINIA (81 1 OR 1- 800 - 552 -7001) SUFFICIENTLY IN ADVANCE OF THE START OF CONSTRUCTION, IN ACCORDANCE WITH SECTION 01500 OF THE SPECIFICATIONS. 9. ELEVATIONS OF ALL UTILITIES ARE UNKNOWN UNLESS INDICATED WITH AN INVERT ELEVATION. THE CONTRACTOR SHALL CONFIRM EXISTING UTILITY ELEVATIONS SUFFICIENTLY IN ADVANCE OF INSTALLING PROPOSED WATER SERVICES, AS WELL AS DEFLECT THE PIPE VERTICALLY (AS REQUIRED) IN ORDER TO PROVIDE MINIMUM CLEARANCES OF 18" FOR SANITARY SEWERS /LATERALS AND 12" FOR ALL OTHER UTILITIES, AS SPECIFIED IN ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS (LATEST EDITION), AT NO ADDITIONAL COST TO THE OWNER. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ACCESS TO THE STORAGE YARD; COORDINATING WITH ACSA TO HAVE PAVEMENT EDGES CLEARED OF ALL VEHICLES, AS REQUIRED, IN ADVANCE OF CONSTRUCTION OPERATIONS. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING ALL DISTURBED AREAS TO THEIR ORIGINAL ELEVATIONS, UNLESS OTHERWISE INDICATED ON THE DRAWINGS. 4��ffllll O EX. SANITARY MANHOLE O EX. SANITARY C LEAN 0 UT C &G EX. CURB AND GUTTER 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING EXISTING ITEMS, AS REQUIRED TO FACILITATE CONSTRUCTION, AT NO ADDITIONAL COST TO THE OWNER. SUCH ITEMS INCLUDE, BUT ARE NOT LIMITED TO: POSTS, BOLLARDS, FENCES, RAILINGS, GUARDRAILS, SIGNS, MONUMENTS, BENCHMARKS, UTILITY POLES, GUY WIRES, PEDESTALS, CABINETS, CURBS, GUTTERS, DRIVEWAYS, PAVED FLUMES OR OTHER DRAINAGE STRUCTURES, RETAINING WALLS, LANDSCAPING, ETC. ANY ITEMS DAMAGED DURING REMOVAL OR RE— INSTALLATION SHALL BE REPLACED WITH MATERIALS OF EQUAL OR BETTER QUALITY BY THE CONTRACTOR, AT NO ADDITIONAL COST TO THE OWNER. - ��,zx of � o � I CHARLES FRANK VOTAVA ,;o Lic. No. 034916 W - 3 /y /j5 IOIVAL � v� �a DESIGNED: ZMC Wash MARCH, 2015 Albamipme Michael Baker Jr., Inc. Fueling Station and Vehicle A Unit of Michael Baker In temationo/ SHEET JtV service Auth4r* y DRAWN : J L B • _ e 272 Bendix Road, Suite 400 Virginia Beach, Virginia 23452 2 ___1 CHECKED: CFV Fain 75754636050370 General N N0. DATE EX. WATER VALVE ® PROP. VALVE ® EX. WATER METER } EX. FIRE HYDRANT �R EX. UTILITY POLE EX. LIGHT POLE < EX. GUY WIRE m EX. ELECTRIC METER 0 EX, TELEPHONE PEDESTAL EX. ROAD SIGN ❑M EX. MAILBOX iP INLET PROTECTION TP TREE PROTECTION MANAGED STEEP SLOPES LIMITS OF PAVEMENT DEMOLITION AND REPLACEMENT EX. OVERHEAD UTILITY WIRES EX. WOODS LINE UGE UGE EX. UNDERGROUND ELECTRIC UGT ucT EX. UNDERGROUND TEL c c c EX. GAS MAIN w w w EX. WATER MAIN FO FO EX. FIBER OPTIC CATV CA TV EX. CABLE TV 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING EXISTING ITEMS, AS REQUIRED TO FACILITATE CONSTRUCTION, AT NO ADDITIONAL COST TO THE OWNER. SUCH ITEMS INCLUDE, BUT ARE NOT LIMITED TO: POSTS, BOLLARDS, FENCES, RAILINGS, GUARDRAILS, SIGNS, MONUMENTS, BENCHMARKS, UTILITY POLES, GUY WIRES, PEDESTALS, CABINETS, CURBS, GUTTERS, DRIVEWAYS, PAVED FLUMES OR OTHER DRAINAGE STRUCTURES, RETAINING WALLS, LANDSCAPING, ETC. ANY ITEMS DAMAGED DURING REMOVAL OR RE— INSTALLATION SHALL BE REPLACED WITH MATERIALS OF EQUAL OR BETTER QUALITY BY THE CONTRACTOR, AT NO ADDITIONAL COST TO THE OWNER. - ��,zx of � o � I CHARLES FRANK VOTAVA ,;o Lic. No. 034916 W - 3 /y /j5 IOIVAL � v� �a DESIGNED: ZMC Wash MARCH, 2015 Albamipme Michael Baker Jr., Inc. Fueling Station and Vehicle A Unit of Michael Baker In temationo/ SHEET JtV service Auth4r* y DRAWN : J L B • _ e 272 Bendix Road, Suite 400 Virginia Beach, Virginia 23452 2 ___1 CHECKED: CFV Fain 75754636050370 General N N0. DATE STORM SEWER Al Q1 CATCH BASIN SAN MH TOP= 393.20 TOP= 387.60 INV IN= 388.30 INV IN= 372.34(6" LATERAL) INV OUT= 388.20(15" RCP) 2Q STORM GRATE INV OUT= 370.84(8 ") TOP= 392.75 SAN MH INV IN= 386.14 TOP= 374.94 INV OUT= 386.07(24" RCP) 33) CATCH BASIN INV OUT= 369.38(8 ") TOP= 394.72 SAN MH INV IN= 389.30(15 ") TOP= 378.68 INV IN= 385.90(24 ") INV IN= 368.93 INV OUT= 385.77(24" RCP) ® CATCH BASIN SAN MH TOP= 390.02 TOP= 378.18 INV IN= 384.52 INV IN= 368.67 INV OUT= 384.47(24" RCP) 5Q CATCH BASIN SAN MH TOP= 385.08 TOP= 379.97 INV IN= 378.52(FROM -4) INV OUT= 371.69(8 ") INV IN= 374.97(FROM -9) SAN MH INV OUT= 374.80(24" RCP) © STORM MH INV IN= 378.28(6" LATERAL) TOP= 381.16 INV IN= INV IN= 373.38(FROM -7) INV OUT= 377.13(8 ") INV IN= 373.38(FROM -5) INV OUT= 368.60(SIZE UNKN) 7Q CATCH BASIN TOP= 387.54 INV OUT= 380.90(15" RCP) ® STORM MH TOP= 406.20 INV OUT= 401.60(15" RCP) Q9 CATCH BASIN TOP= 382.37 INV IN= 377.06 INV OUT= 376.96(15" RCP) I i PARCEL 07800 -00 -00 -01500 i PARCEL 07800- 00- 00 -015E0 CROWN MOTORCAR COMPANY LL C. FLOW 1313 RICHMOND, LLC I I (D. B. 3617, PG. 475) (D. B. 2809, PG. 149) ZONING.• HIGHWAY COMMERCIAL ZONING.- HIGHWAY COMMERCIAL LAND USE- COMMERCIAL LAND USE.- COMMERCIAL I I RICK TOTAL ACRES- 1.77 TOTAL ACRES.• 0.69 i R WALL i 5' RETAINING WALL �W%R NG ENCROACHMENT EASEMENT „ E CURB 375.17 "° T D.B. 4080, PG. 132 �° _ PARCEL 07800 -00 -00 -01500 JOHN D AND JAN /CE S. L/NKOUS (DR 1025, PG. 239) ZONING- HIGHWAY COMMERC /AL LAND USE- COMMERCIAL TOTAL ACRES.- 1.27 PARCEL 07800- 00- 00 -074DO - - JOHN D. AND JAN /CE S. LINKOUS (D.5 1025, PG. 239) ZONING HIGHWAY COMMERC /AL LAND USE- COMMERCIAL TOTAL ACRES.• 1.38 15' SPRINT\CENTEL EASEMEND.B. 1392, PG. 478 Al 1 PARCEL 07800- 00- 00 -015CO ALBEMARLE COUNTY RICK SERVICE AUTHORITY D. B. 1240, PG. 287 R WALL A1?EA =4.772 ACRES * REFLECTIVE OF 0.246 DEDICATED 9 -24 -2014 1168 SPOTNAP ROAD Al TWO LARGE CATIPILLAR DE15EL POWERED AUX. GENERATORS (WITH BASE TAN/(S) DRIVE LAND TRUST S L C r� 4 D.B. 1584, PG 219) ``G0' , `\ M " _ TR'LE , 00 ' TREE � RCEL 07800 00 -- ��� ` f . PA& B REAL TY VENTURE Z. C. ( = \ ® TREE > ` \ \ // i N G D.B. 3408 PG. 096 ZONING- HIGHWAY COMMERC /AL YyAC/(; Z L LAND USE. COMMERCIAL \ .... , ��6 _ \ \ 12" CONK; C \B CANDSCAE - JG� �° ZONING HIGHWAY COMMERCIA TOTAL ACRES. 1.38 ' 12� ` 'r TREE / \� \ AREA 04. „` LAND USE. SEMI - PUBLIC TOTAL ACRES.- 0.47 lRF f ':.` CMG TREE \ •' \ \ r RB PHAL T BR /CK CU \ 12 6 / 2 FREE \ \G a TREE T�EE 9 TREE Rd =V A �s / � CDNC STEPS / \\ W /LANDING \ \\ \® 12 12 18 TRE,_. TREETRE 4" 4., "° THE �`Y �G` CL'/C WALK CURB\ / if \Ri�', WALL �-� � f . ,_ r � -_ _ _ - . •TREE' PARCEL 07800- 00- 00 -015A0 ;0 ALBEMARLE COUNTY FOUND Q100 ''_ _ ",_/ --'' / G� 4 i SERVICE AUTHORITY PARCEL 07800- 00- 00 -015C5 (D.B. 2024, PG. 572) VIRGINIA LAND TRUST N 4 0 E TREE X30 TREE ZONING. HIGHWAY COMMERC /AL D. B. 4509, PG. 599 2� \� ° - % LAND USE. RESIDENTIAL - SINGLE FAMIL Y ( ) \FOU 6 ZONING- HIGHWAY COMMERCIAL ''� 5 12 .. f `v.. TOTAL ACRES. 1.47 LAND USE- COMMERCIAL TREE TOTAL ACRES. 0.70 W,4TE \`rc / o SPX'OT ° zo `TREE \�' TREE ® E THE S \� \SP \L T �2 p_ 1 ��° " ��� TREE PARCEL 07800- 00- 00 -015F0 T . � " 'TREE >O Y �� eza 6" i PANTOP51183 LAND TRUST '- TREE s PARCEL 07800- 00- 00 -015GO \ (D.9. 1258, PG 271) ROSAR /0 A ZONING- HIGHWAY COMMERCIAL f RF A. DURAND \ LAND USE. COMMERCIAL ANN R. DURAND, TRUSTEES 6 -BOARD Y (D.9. 1846, PG. 160) TOTAL ACRES. 1.28 FENCE / ZONING- HIGHWAY COMMERCIAL LAND USE- RE,SLDENTIAL - SINGLE FAMIL Y / TOTA'L ACRES.• 1.02 DESIGNED: ZMC 1 4/8/1 5 ARB & SITE PLAN COMMENT REVISIONS-4/7/15 SCALE Achowmadial, 0 Z At service Auth6rity DRAWN: J LB 30 0 30 60 Ft. CHECKED: CFV 1..`30' Su p.. , _, NO. DATE Al SANITARY SEWER A\ SAN MH TOP= 387.60 INV IN= 372.34(6" LATERAL) INV IN= 370.96(8 ") INV OUT= 370.84(8 ") © SAN MH TOP= 374.94 INV IN= 369.57 INV OUT= 369.38(8 ") © SAN MH TOP= 378.68 INV IN= 368.93 INV OUT= 368.85 DO SAN MH TOP= 378.18 INV IN= 368.67 INV OUT= 368.52(8 ") EO SAN MH TOP= 379.97 INV OUT= 371.69(8 ") O SAN MH TOP= 393.10 INV IN= 378.28(6" LATERAL) INV IN= INV OUT= 377.13(8 ") Michael Baker Jr., Inc. A Unit of Michael Baker International Mienciel Baker: w a 272 Bendix Road, Suite 400 Virginia Beach, Virginia 23452 Phone: 757 - 463 -8770 Fax: 757 - 463 -0503 n rn 0 rn <� K Rri 5,4 ;a X . N > 00 M I I I l M Ards mwmn AN ma NOTE: EXISTING ITEMS PREVIOUSLY APPROVED: • SDP 19930001 - APPROVED FEB. 8, 1997. • LOR #1 - MOVE STORAGE TANK YARD AND DUMPSTER, APPROVED OCT. 26, 2006. • LOR #2 - INSTALLATION OF A GENERATOR, APPROVED NOV. 15, 2011. • LOR #3 - INSTALLATION OF A GAZEBO, APPROVED JAN. 29, 2014. 255 RICHMOND RD. i I if o J f . d.1A "QfCIdC ElfflWf Ad I.Tl5 F5 TS VICINITY MAP INCLUDING RICHMOND ROAD SCALE: 1"=100' Fueling Station and Vehicle Wash Existing Conditions And Vicinity Ma Includina Richmond Road (Route 250 LOCATIONS OF PROPOSED CONSTRUCTION ..+mv/iraaz exsxM AA l.A'Z lG Q9 ROUTE 250 O,AH OF U CHARLES FRANK VOTAVA 9 Lic. No. 034916 W V "ON AL UV - MARCH, 2015 SHEET 2A A 6a @t fJ•{ /k /If if o J f . d.1A "QfCIdC ElfflWf Ad I.Tl5 F5 TS VICINITY MAP INCLUDING RICHMOND ROAD SCALE: 1"=100' Fueling Station and Vehicle Wash Existing Conditions And Vicinity Ma Includina Richmond Road (Route 250 LOCATIONS OF PROPOSED CONSTRUCTION ..+mv/iraaz exsxM AA l.A'Z lG Q9 ROUTE 250 O,AH OF U CHARLES FRANK VOTAVA 9 Lic. No. 034916 W V "ON AL UV - MARCH, 2015 SHEET 2A �p J 'rte GRASS EX. CONC. .... ....... . UGE UGE UGE WALK �'' // .•r- -~\ 7 G IRAQ FUELING STATION PLAN DESIGNED: ZMC SCALE Michael Baker Jr., Inc. DRAWN: J L B _ A Unit of Michael Baker lntemationa/ 0 0 0 20 Ft. Michael Virginia a ndix Road, Virginia Suite 2400 1 " =1 a' Phone: 757 - 463 -8770 CHECKED: CFV NO. DATE Fax: 757- 463 -0503 EX. 6" 'STORM SEWER Fueling Station and Demolition NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISPOSAL OF ANY MATERIALS EXCAVATED AND DEMOLISHED FROM THE CONSTRUCTION IN ACCORDANCE WITH VIRGINIA DEQ REGULATIONS. 2. PERFORM NECESSARY ENVIRONMENTAL TESTING OF THE SOIL SURROUNDING AND BELOW THE FUEL TANKS BEING REMOVED AND NECESSARY REMEDIATION PROCEDURES IN ACCORDANCE WITH THE SPECIFICATIONS. 3. CONTRACTOR TO BACKFILL PER THE SPECIFICATIONS FOLLOWING FUEL TANK REMOVAL AND ENVIRONMENTAL CLEARANCE AND COMPACT THE SITE IN ACCORDANCE WITH THE SPECIFICATIONS. 4. CONSTRUCTION ACTIVITIES AND MATERIALS SHALL NOT INTERFERE WITH ACSA OPERATIONS IN THE PARKING LOT. 5. REPAIR ASPHALT PARKING LOT TO PRE - CONSTRUCTION CONDITION OR BETTER. 6. CONTRACTOR SHALL BE LICENSED TO PERFORM FUELING STATION AND UNDERGROUND FUELING TANK DEMOLITIONS AND IS RESPONSIBLE FOR OBTAINING THE REQUIRED PERMITS FROM THE STATE AND THE COUNTY. LEGEND DEMOLITION Vehicle Wash Plan ,'TH op t,"\ o � y� CHARTS FRANK VOTAVA � Lic. No. 034916 W s3 15_ I I0N AL ro1�� MARCH, 2015 SHEET n / / ✓ ;. GcF SAN ,,C LEAN OUT STORM DRAIN LINES "A" & "B" STORM DRAIN LINES "C" UGE — UGE UGE UGE UGE UGE UGE N N `-STA 1 +12 HORIZ. BEND STA 1+18 CONNECT TO DRAIN INSIDE MAINTENANCE BUILDING INV = ±391.26' (VERIFY INVERT AT CONNECTION PRIOR TO CONSTRUCTION USING FERNCO COUPLINGS AND NECESSARY FITTINGS FOR THE CONNECTION) `'- EX. 8" DRAIN PIPE ci u7 UGE UGE FIELD LOCATE AND CONNECT TO EX. MAINTENANCE BUILDING WATER SERVICE VEHICLE WASH DRAIN LINE PLAN G G� �F F c � " m m mm m �I C) m m �I I I I I I 394.5 ,--NEW VEHICLE WASH AREA, SLOPE WASH PAD TO INLET (SEE NOTE 1) T. C. 394.5 NEW NON- FREEZE YARD HYDRANT r WATER METER r AND BOX - EX. RETAINING WALL r r MIN. r r r r r I r r EX. TELE. COMM. NEW 1" COPPER WATER SERVICE ,r r EX. WATER MAIN EX. GAS "m OF D o � CNARLFS FRANK VOTAVA 9 Lic. No. 034916 W 10NAL W`� 1/2" PREFO JOINT MATERI 37' -0" 40' —p„ C 6, ERM JOINT AT B OLUMNS, FUELING ANOPY ETAI L 4" DIAMETER PVC DRAIN OUTLET A SEE DETAIL, SHEET 7 1/4 MIN. bLLUW y PAVEMENT DIMENSION LEANGTH TRANSVERSE JOINT, 349-091 STRUCTURAL NOTES: ,�— 18" WIDE ASPHALT TYP. WAY y x x18 ASPHALT B 1 — 4 TYP. # LONGITUDINAL JOINT, Y 3/89$ JOINT MATERIAL /— SEALANT TYP. 6" CURB SHALL BE PREPARED PER GEOTECHNICAL REPORT BY SCHNABEL ENGINEERING CONSULTANTS. INC.. DATED APRIL 4. 0 , 1 /4 MIN. RMED A L, 4 ISOLATION SIDES CANOPY C TYP., SEE STATION C �rAo3 0000��0000 ./� X0000000000000 ������00000000 FOOTING D 000000000uouoo 0 A H TRANSVERSE JOINT, TYP. NEW STORM L' ADD #4x4' -0" AT SHEET RE— ENTRANT CORNERS, TYP. ERM JOINT AT B OLUMNS, FUELING ANOPY ETAI L 4" DIAMETER PVC DRAIN OUTLET A SEE DETAIL, SHEET 7 0 B o 0 o \ O O H.S.S. COLUMN W/ ACCESS HOLE IN BASE 6 di PLATE DROP INLET, SEE C DRAIN DESIGN —_ —_ �N NEW CONC. BOX #4 (VDOT DI -1) WITH S 30 "x30" WATER TIGHT HATCH AND 4" H.S.S. COLUMN 3 "x4" RECTANGULAR DIAMETER PVC DRAIN OUTLET DOWNSPOUT NEW BOLLARDS SEE DETAIL SHEET 9 1/2" PREFORMED JOINT ^ TOP = 393.0' MATERIAL, TYP. 6" PVC PIPE INV. OUT = 391.7' BOTTOM OF D.I. = 390.5' o CONC. SLAB PLAN PLAN #4 BARS AT NEW 10" CONCRETE SEE FOOTING NOTE #7 6" CONC. CURB 12" O.C. E. W. VEHICLE WASH AREA PAD #4 BARS AT NEW 10" CONCRETE ASPHALT BERM WITH 1" CHAMFER, TYP. Ti 12 O.C. E. W. FUELING STATION PAD p' -6" SEALED EXPANSION EX. GRADE EX. GRADE JOINT 20' -0" C/)� a \ \:\ rn 2: v r '\,. ", : `! "v. "\, vx , y `^s, t. `\. . . "s \ e t '"a, a. `�<" \ ° z `r. .. `.< a._. t.. v v �. •a _v. 2 ...a,`°e v v. .. v \_,.. x, a ,•, .., \: v v `b Y i v \ 2 a - . "i' v. \ a;,.`.- `a \ ?. \., �. � :1.. -. \.} � F -, 'a e Z 6 fl AGGREGATE BASE COURSE NEW CONC. BOX #4 VDOT DI -1 WITH GAT f, f, ff 6 AGGREGATE BASE COURSE \ \� \ \ >�: \ \ \ ° \� \ \:: \ \ \ \ \\ \,` \ \\r \ \\ \ \`\ \ \: \:� \ \. \:\°\ ... \ �. \����..` \: \F-\ \ \: \ . ,, `• 30 x30 WATER TIGHT HATCH AND 4 � COMPACTED SUB —GRADE DIAMETER PVC DRAIN OUTLET SECTION A —A COMPACTED SUB —GRADE SEE DETAIL SHEET 9 TOP = 393.0' SECTION C —C INV. OUT = 391.7' CONCRETE PAD DETAIL - FUELING STATION �: I„m. BOTTOM OF D.I. = 390.5' NOTES: 1. SEE SHEET 5 FOR FUELING STATION CONCRETE PAD ELEVATIONS AND SLOPES OF PAD. #4 BARS AT 2. COORDINATE LOCATIONS OF SLAB PENETRATIONS WITH FUELING 12" O.C. E.W. 6" CONC. CURB SYSTEM REQUIREMENTS. _ NEW 10" CONCRETE WITH 1" CHAMFER, TYP. 6' ASPHALT BERM VEHICLE WASH AREA PAD #4 AT 12" 3/8„ —40)—Opp EX. GRADE SECTION NOTES: NOTES: O.C. EACH M 1. CANOPY FOOTING DETAIL IS SHOWN FOR INFORMATIONAL PURPOSES ONLY. WAY T \ \\ \\ \\ \\: , , \. . USE HOT POURED ELASTOMERIC CANOPY MANUFACTURER SHALL DESIGN FOOTING. CONTRACTOR SHALL COORDINATE 1 a .� a v. v.;,K- '� v :: .1 ?.\ .4 :ti ,� , " ' +:'' �. ,�,„ l::: . \ S.. ^v .,1 .�. . ...aye =Ll...., Y :..t: .; . - �• JOIN T SEALANT FOR \ ti •+ , .. FOOTING DRAINAGE PIPING ELECTRICAL AND MECHANICAL REQUIREMENTS. REMENTS. \ ;r v av a i* ... LONGITUDINAL JOINTS. , r ... r �.,.- ..w v.., � ,. k.v. \ s.M.,, . \ a �,.'x \ ,`..... �•.v, ��. M.... `a M... w,.. � v. \,..- a.. , a..,.,,. ..v,: ��..,, v ;•�.,. a,>.Q,. \.. 2 MAINTAIN TOPS OF FOOTERS AT THE SAME ELEVATION ±1/4". kz, 2. GRADE 40 TIE BARS MAY BE \ 3. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3 000 P 1 /8 ,_, \\= \ \ \ ATE PSI AT 28 v \. ,,.. \ \ \ \.,.\ \. ,. PRE BENT AND STRAIGHTENED \ \ \ \ :� \ , \ \ \\ \; \\ \ DAYS. ONE TIME. 0 3 " a ,.\ \\.\ , \ \ \.•\ \.\\\ \' \ \ \ \ \. 4. FOUNDATION DESIGN BASED ON A SOIL BEARING PRESSURE OF 2,000 BASE COURSE 3. FOR X AND Y DIMENSIONS SEE ii . �� Top COMPACTED SUB —GRADE o PSF. .. 5. THE BASE AND SUBGRADE ARE TO BE COMPACTED TO 95% OF THE OPTIMUM SILICONE JOINT SEALANT DETAIL, x�. SECTION B —B DENSITY PER ASTM D698. THIS SHEET. - 6. ANON— SHRINK HIGH STRENGTH GROUT IN ACCORDANCE WITH ASTM C827 SHALL R: BE USED BETWEEN THE BASE PLATE AND FOOTING WITH A THICKNESS RANGE OF 1 " TO 2 ". GROUT TO BE INSTALLED BY FOUNDATION CONTRACTOR. USE TAMMS GROUT SUPREME OR APPROVED EQUAL. F " \ CONCRETE PAD DETAIL - VEHICLE WASH AREA #4 TIE BARx 18" SCALE: I "mW NOTES: 1. SEE SHEET 6 FOR VEHICLE WASH AREA ELEVATIONS AND DETAIL OF LONGITUDINAL SLOPES OF PAD. FUELING STATION CANOPY FOOTING DETAIL NOT TO SCALE NOT TO SCALE off A 7C C\1f1r% -rU #4 Al 1Z HI)v annvv i n C —C EACH DOWEL � DIA. to ~ 1 PLAIN 1/4 MIN. bLLUW y PAVEMENT DIMENSION LEANGTH TRANSVERSE JOINT, STRUCTURAL NOTES: ,�— 18" WIDE ASPHALT TYP. WAY y x x18 CONTAINMENT BERM 1 — 4 TYP. # 1/2" PREFORMED Y 3/89$ JOINT MATERIAL /— SEALANT 6" CURB SHALL BE PREPARED PER GEOTECHNICAL REPORT BY SCHNABEL ENGINEERING CONSULTANTS. INC.. DATED APRIL 4. E , 1 /4 MIN. 0 B o 0 o \ O O H.S.S. COLUMN W/ ACCESS HOLE IN BASE 6 di PLATE DROP INLET, SEE C DRAIN DESIGN —_ —_ �N NEW CONC. BOX #4 (VDOT DI -1) WITH S 30 "x30" WATER TIGHT HATCH AND 4" H.S.S. COLUMN 3 "x4" RECTANGULAR DIAMETER PVC DRAIN OUTLET DOWNSPOUT NEW BOLLARDS SEE DETAIL SHEET 9 1/2" PREFORMED JOINT ^ TOP = 393.0' MATERIAL, TYP. 6" PVC PIPE INV. OUT = 391.7' BOTTOM OF D.I. = 390.5' o CONC. SLAB PLAN PLAN #4 BARS AT NEW 10" CONCRETE SEE FOOTING NOTE #7 6" CONC. CURB 12" O.C. E. W. VEHICLE WASH AREA PAD #4 BARS AT NEW 10" CONCRETE ASPHALT BERM WITH 1" CHAMFER, TYP. Ti 12 O.C. E. W. FUELING STATION PAD p' -6" SEALED EXPANSION EX. GRADE EX. GRADE JOINT 20' -0" C/)� a \ \:\ rn 2: v r '\,. ", : `! "v. "\, vx , y `^s, t. `\. . . "s \ e t '"a, a. `�<" \ ° z `r. .. `.< a._. t.. v v �. •a _v. 2 ...a,`°e v v. .. v \_,.. x, a ,•, .., \: v v `b Y i v \ 2 a - . "i' v. \ a;,.`.- `a \ ?. \., �. � :1.. -. \.} � F -, 'a e Z 6 fl AGGREGATE BASE COURSE NEW CONC. BOX #4 VDOT DI -1 WITH GAT f, f, ff 6 AGGREGATE BASE COURSE \ \� \ \ >�: \ \ \ ° \� \ \:: \ \ \ \ \\ \,` \ \\r \ \\ \ \`\ \ \: \:� \ \. \:\°\ ... \ �. \����..` \: \F-\ \ \: \ . ,, `• 30 x30 WATER TIGHT HATCH AND 4 � COMPACTED SUB —GRADE DIAMETER PVC DRAIN OUTLET SECTION A —A COMPACTED SUB —GRADE SEE DETAIL SHEET 9 TOP = 393.0' SECTION C —C INV. OUT = 391.7' CONCRETE PAD DETAIL - FUELING STATION �: I„m. BOTTOM OF D.I. = 390.5' NOTES: 1. SEE SHEET 5 FOR FUELING STATION CONCRETE PAD ELEVATIONS AND SLOPES OF PAD. #4 BARS AT 2. COORDINATE LOCATIONS OF SLAB PENETRATIONS WITH FUELING 12" O.C. E.W. 6" CONC. CURB SYSTEM REQUIREMENTS. _ NEW 10" CONCRETE WITH 1" CHAMFER, TYP. 6' ASPHALT BERM VEHICLE WASH AREA PAD #4 AT 12" 3/8„ —40)—Opp EX. GRADE SECTION NOTES: NOTES: O.C. EACH M 1. CANOPY FOOTING DETAIL IS SHOWN FOR INFORMATIONAL PURPOSES ONLY. WAY T \ \\ \\ \\ \\: , , \. . USE HOT POURED ELASTOMERIC CANOPY MANUFACTURER SHALL DESIGN FOOTING. CONTRACTOR SHALL COORDINATE 1 a .� a v. v.;,K- '� v :: .1 ?.\ .4 :ti ,� , " ' +:'' �. ,�,„ l::: . \ S.. ^v .,1 .�. . ...aye =Ll...., Y :..t: .; . - �• JOIN T SEALANT FOR \ ti •+ , .. FOOTING DRAINAGE PIPING ELECTRICAL AND MECHANICAL REQUIREMENTS. REMENTS. \ ;r v av a i* ... LONGITUDINAL JOINTS. , r ... r �.,.- ..w v.., � ,. k.v. \ s.M.,, . \ a �,.'x \ ,`..... �•.v, ��. M.... `a M... w,.. � v. \,..- a.. , a..,.,,. ..v,: ��..,, v ;•�.,. a,>.Q,. \.. 2 MAINTAIN TOPS OF FOOTERS AT THE SAME ELEVATION ±1/4". kz, 2. GRADE 40 TIE BARS MAY BE \ 3. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3 000 P 1 /8 ,_, \\= \ \ \ ATE PSI AT 28 v \. ,,.. \ \ \ \.,.\ \. ,. PRE BENT AND STRAIGHTENED \ \ \ \ :� \ , \ \ \\ \; \\ \ DAYS. ONE TIME. 0 3 " a ,.\ \\.\ , \ \ \.•\ \.\\\ \' \ \ \ \ \. 4. FOUNDATION DESIGN BASED ON A SOIL BEARING PRESSURE OF 2,000 BASE COURSE 3. FOR X AND Y DIMENSIONS SEE ii . �� Top COMPACTED SUB —GRADE o PSF. .. 5. THE BASE AND SUBGRADE ARE TO BE COMPACTED TO 95% OF THE OPTIMUM SILICONE JOINT SEALANT DETAIL, x�. SECTION B —B DENSITY PER ASTM D698. THIS SHEET. - 6. ANON— SHRINK HIGH STRENGTH GROUT IN ACCORDANCE WITH ASTM C827 SHALL R: BE USED BETWEEN THE BASE PLATE AND FOOTING WITH A THICKNESS RANGE OF 1 " TO 2 ". GROUT TO BE INSTALLED BY FOUNDATION CONTRACTOR. USE TAMMS GROUT SUPREME OR APPROVED EQUAL. F " \ CONCRETE PAD DETAIL - VEHICLE WASH AREA #4 TIE BARx 18" SCALE: I "mW NOTES: 1. SEE SHEET 6 FOR VEHICLE WASH AREA ELEVATIONS AND DETAIL OF LONGITUDINAL SLOPES OF PAD. FUELING STATION CANOPY FOOTING DETAIL NOT TO SCALE NOT TO SCALE off A 7C C\1f1r% -rU #4 Al 1Z HI)v annvv i n C —C EACH DOWEL � DIA. to ~ 1 PLAIN 1/4 MIN. bLLUW y PAVEMENT DIMENSION LEANGTH STRUCTURAL NOTES: / ff 1 14 WAY y x x18 SURFACE 1 — 4 TYP. # 1. SUBGRADE FOR SLAB —ON —GRADE AND COLUMN FOUNDATIONS Y 3/89$ BAR ® 12" �— O.C. /— SEALANT SHALL BE PREPARED PER GEOTECHNICAL REPORT BY SCHNABEL ENGINEERING CONSULTANTS. INC.. DATED APRIL 4. E , 1 /4 MIN. 2014. _ 1%$ 2. MATERIAL SPECIFICATIONS SHALL BE PER VIRGINIA DEPARTMENT a. CLOSED CELL W OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS, 2007. IP x POLYURETHANE FOAM = 2 " 3. CONCRETE PAVEMENT SHALL BE VDOT CLASS A4 (4,000 PSI). ROD SHAPE FACTOR 4. BACKFILL ALL EXCAVATED AREAS BENEATH NEW CONCRETE Y ~` 2:1 WIDTH TO DEPTH, ` PADS WITH VDOT 7 STONE PRIOR TO CONSTRUCTING PAD / ff # 9" s NOT LESS THAN 1 4 .. f NOT MORE THAN 1/2" TH 0 LUBRICATE BAR FIXED END NOTES: NOTES: o t• 1. BACK —UP MATERIAL SHALL BE 1. D =24" MAX. �' CHARLES (FRANK VOTAVA NOTES: 25% GREATER DIAMETER THAN Y 2. LENGTH OF BAR =D +2 FEET. Lic. No. 034916 W 1. FOR X AND Y DIMENSIONS, SEE DIMENSION. �� 3 SILICONE JOINT SEALANT DETAIL, THIS SHEET. ,�%' ��� IONAL DETAIL OF TRAVERSE JOINT SILICONE JOINT SEALANT TYP. SLAB PENETRATION�,� NOT To SCALE NOT Io SCALE Albe-mumid'm� � Michael Baker Jr., Inc. Ov DESIGNED: ZMC Fueling Station and Vehicle Wash 2015 SHEET A Unit of Michael Boker internotionoi Ity DRAWN : J L B Michael r r 272 Bendix Road, Suite 400 Service A'Uth4or* Virginia Beach, Virginia 23452 Structural Details CHECKED: CFV Fax: Phone: 5754636050370 \ " NO. DATE COVER LIFT NOTCH 14 1/2" 2" SM9.5A 1.5x EXISTING, 12 3/8" 12 1/2" 3" 12" 3" NEW CONCRETE MIN. 2" SM9.5A 6" VDOT 21 B WATER PAD __ EX. PAVEMENT 0 as ° ° ° a ° a d d ° 3" HOSE CAST IRON LID 18" METER BOX d a d ° , a� CONNECTION ° d4 d ° d wmom MIN. WIDTH OF REPAIR STRIP =36" -� .- ..,� --- PROTECTIVE BASE ' ' N `ti O 12 �� MIN. METER BOX EXISTING SEE TYPICAL WATER METER 18„ 2� GRADE INSTALLATION a- DETAIL, THIS SHEET _— 6" EXTENSION VDOT 57 8 . 6 ASPHALT CONCRETE BERM AND DRAIN PORT: 12" MIN. z_ � PIPE SLOT ( BROOKS 2 PLACES) 2200 SERIES PAVEMENT REPAIR DETAIL, NOT TO SCALE NOTES: 1" COPPER (1) UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES WITH SERVICE LINE 6" EXTENSION OR APPROVED EQUAL. (2) PAVED AREAS (ALTERNATE LOCATION). CAST IRON BINGHAM and TAYLOR No. 6015 –B OR APPROVED EQUAISE 6" OF BRICK and /or BLOCK TO INCREASE DEPTH TO 24 ". NON FREEZE YARD HYDRANT (3) FOR TOUCH READ METERS A 1 -3/4" DIAMETER HOLE IS REQUIRED IN THE LID, NOT TO SCALE TYPICAL METER BOXES (5/899 — 1 99 METERS NOT TO SCALE 9/16" O.D. X 1/8" I.D. (40 DUROMETER) EPDM GASKET 3 3 4 SINGLE SERVICE 1" COMPRESSION x 3/4" MALE PIPE 3/8 THK COUPLING OR APPROVED EQUAL 3/16 X 1 1/2" FB EXTRUDED ANGLE ANCHORS @ 18" O.C. FRAME (USF -36) FRAME /COVER DETAIL O (TYP 3 SIDES) FOR USE ON DETACHED SINGLE FAMILY 1" TYPE "K" RESIDENTIAL SERVICE WHERE AN IRRIGATION PROP 30 "x30" SOFT COPPER METER IS NOT PROVIDED. ALUMINUM 64" (SEE NOTE 3) WATERTIGHT HATCH „ CAST IRON LID PROP 4"0 PVC DRAINS r FINISHED GRADE WITH 4" SNAP ON BIRD SCREEN. CONNECT TO INTER IOR FLOW IN ELEV. = 393. 0 30" S.S. HINGES '�� /�� /�� /�V� /�� /� / �����T��T�X/TY/ �X� METER BOX LOCKWING BALL VALVE 10 —15 WAREHOUSE DRAIN - ti 3/�" X 2� FB �� (INLET 8c OUTLET) INV.= 391.7' o.. 8„ mmmm memm _ — 1/4 BEND COUPLING �j� ��� COPPERSETTER — — (IF REQUIRED) 36" MIN. jT 30" II 0000� 8 , 4'x4' PRECAST CONCRETE DROP INLET 64 ��31� _ 040 �� I ° PROP 30 "x30" ALUMINUM WATERTIGHT HATCH 45' �° b g'�'4o Y a METER �� 8$A000QO�2°�0 ^ 0 BERM, 48" M ELEV. =390.5 „ 6 ASPHALT BERM, HIGH WITH II ® III C 2 H GH WI TH 4" TOP FOR 4" STONE BEDDING BRICK AS NECESSARY 4" 2" a CHANNELING WATER — INTO BER M) CORPORATION STOP CHANNELING WATER NOTES .. g ( TIE INTO C URB) 4x4 PRECAST ;. x CONCRETE DR a. INLET (D —1) D, 2 IN AREAS WHERE PLASTIC WATER SERVICES ARE ENCOUNTERS OR AS DIRECTED BY THE ACSA .. �a INSTALL NEW WATER SERVICE IN ACCORDANCE WITH THIS DETAIL. - v 3. A SCHEDULE 40 PVC SLEEVE (MINIMUM 2 INCH DIAMETER, OR LARGER AS NECESSARY) IS REQUIRED SECTION VIEW AROUND WATER SERVICE LINES UNDER STREET PAVEMENT AREAS, AND SHALL EXTEND A MINIMUM OF 24 FLUSH INCHES BEYOND THE EDGE OF PAVEMENT. ENDS OF PVC SLEEVES ARE TO BE SEALED TO PREVENT (2) S.S. WATERTIGHT EROSION. 6" CURB WATERTIGHT HANDLE NOTES" CAMLOCK PLAN VIEW NEW SERVICE LATERAL INSTALLATION (W-6) o �HOF�j 1. TO BE OPENED DURING VEHICLE WASHING BERM r. NOT TO SCALE �' ONLY. CHARLFS FRANK VOTAVA CONIC BOX #4 WITH WATERTIGHT HATCH ,,6 Lic. No. 034916 W 0�s3 /y /!s 10NAL NOT TO SCALE , . �� el i� � ����� � DESIGNED: ZM C Fueling Station and Vehicle Was h MARCH, 2015 SHEET Service Authtnty DRAWN: J LB Michael Baker Jr., Inc. III A Unit of Michael Baker International « ` r ` 272 Bendix Road, Suite 400 Vrginia Beach, 23452 g Plhone: 757-463ir8770 Wash Area Details .;� CHECKED: CFV Fax: 757 -463 -0503 N0. DATE 1/2 SECTION CAST IRON . r-. 1/2 SECTION STEEL LUGS TO BE M CAST WITH 2' - 7" � COLLAR 1' -3.5" NOTES: ONE WELDED JOINT 0.375" 1. DEPTH OF INLET VARIES DEPENDING ON STRUCTURE. REFER TO PLANS AND PROFILE. N OPTIONAL N BRACE RIBS i N Lq m 9.5" 2' -7" 9.5" 4' -2" C "-' q NT 2. PROVIDE STEPS WHEN THE DEPTH OF INLET IS 4' OR GREATER. 3. INLET SHALL BE PRECAST CONCRETE, 4000 PSI. ONE WELDED JOINT 4. CONTRACTOR TO CUT EXISTING PIPE AS REQUIRED FOR INSTALLATIONS ON EXISTING STORM DRAIN PIPE. L 2.5" x 2.5" X 0.25" - DETAIL "A" 10'-4" LONG 0.5" MIN RAISED LETTERING L-r m PLAN 0.5" x 1.5" x 4" 0.5" x 4" STUD (GRATE REMOVED) LUGS I SHEAR CONNECTORS DUMP NO WASTE DRAINS TO WATERWAYS DETAIL "B" COLLAR DETAIL 1/2 SECTION CAST IRON 1/2 SECTION STEEL 2' -6" 4 —2 HARDWARE 4 —2 w 1' -3" `n 2' -7" CLOTH 1 2' -7" DETAIL "B" 12" 9.5" 4" DEPTH AGGR. V #68, #78 OR e - a #8x6" WIDTH Z COLLAR N Z d DETAIL "A„ SECTION C —C z D D :12" 4 . ao N d� a N C'4 a d ` a d a 4.A 0.75" 1.25" 1.5" SECTION D —D SECTION A —A SECTION B —B 4" GRATE DETAIL SECTION E —E VDOT DI -1 DROP INLET DETAILS NOT TO SCALE NOTES: 1. PVC C900 PIPE WILL CONNECT TO 6" D.I. PIPE. FINAL GRADE SURFACE COURSE (A) EX. GRADE 4" TOPSOIL . . FLOOR STAND ,r;F. o WITH STANDARD HANDWHEEL q 12 q, 12 BASE COURSE (B) PROVIDE OPENING q TRENCH WIDTH �� 95% COMPACTED BACKFILL �qqq ��q� AGGREGATE SUB OFFSET DI -1 GRATE TO SHALL BE: SUITABLE FILL FOR S.S. VALVE „ �:q ( )� BASE (C) STEM PROVIDE CLEARANCE FOR 24 (4 MAINS), FLOORSTAND O.D. + 16' 6 " -16" MAINS \ D.I.P. PIPE qqP ( ) 6„ q� \�> 95% COMPACTED SUB —GRADE (D) 00 0. D. q \ 6" 95% COMPACTED BACKFILL q��o�:` A. SURFACE COURSE: 2" OF SM 9.5A OVERLAY FOR PAVED ROADS. FINISHED GRADE 4'x4' PRECAST CONCRETE SHALL BE EQUAL TO EXISTING GRADE. DROP INLET B. BASE COURSE: 1.5 TIMES DEPTH OF EXISTING PAVEMENT. MINIMUM 2" SM 9.5A 48„ NON —PAVED AREAS ASPHALT TO PROVIDE A SMOOTH RIDE AND NEATLY CUT EDGE AFTER BACKFILL IS PLACED. NOTES: C. AGGREGATE SIUB BASE: 6" OF VDOT 21B STONE COMPACTED TO AT LEAST 95% OF S . VALVE THE MAXIMUM DRY DENSITY. 1. NOT MORE THAN ONE HUNDRED (100) FEET OF TRENCH SHALL BE OPENED IN D. SUB — GRADE: 95% COMPACTED BEDDING MATERIAL. 3' -9" STEM ADVANCE OF THE COMPLETED PIPE WHEN LOCATED ALONG STREETS OR HIGHWAYS, LINK SEAL AND NOT MORE THAN TWO HUNDRED (200) FEET AT BOTHER LOCATIONS. 3 6" KNIFE 2. TRENCHES SHALL NOT BE LEFT OPEN OVERNIGHT. 6" FLG.xP.E. I GATE VALVE NOTES: D.I. PIPE 1. PAVING TO BE PLACED WITHIN FIVE (5) DAYS OF UTILITY INSTALLATION (21B STONE NONSHRINK TO BE BROUGHT UP TO STREET SURFACE AND MAINTAINED DURING FIVE (5) DAY-- m - - - - -- -_____ �� ��m�. m -m GROUT t 4 "� INTERIM) 00 2. ROLLING AND COMPACTION EQUIPMENT TO BE SUITABLE TO OBTAIN 95% COMPACTION. cc TRENCH DETAIL PAVEMENT AND PATCH DETAIL 6" CONTAINMENT VALVE AND- 4 x4-' PRECAST DROP INLET TH OF NOT TO SCALE I o�� RESTORATION FOR PIPE TRENCHES o r"� p NOT TO SCALE CHARLES FRANK VOTAVA gLic. No. 034916q IONAL b 2015 N � a DESIGNED: Zmc Fueling Station and Vehicle Wash Michael Baker Jr., Inc. A Unit of Michael Baker International SHEET ty Service Authtri DRAWN: J LB ® 272 Bendix Road, Suite 400 Virginia Beach, Virginia 23452 Miscellaneous D 10 CHECKED: CFV Fain 75754636 70 0503 ,� N0. DATE CAST IRON GALV. STEEL 66 ± 43.6 LBS 3 LBS INCLUDING INCLUDING CONNECTOR LUGS C "-' q NT 2. PROVIDE STEPS WHEN THE DEPTH OF INLET IS 4' OR GREATER. 3. INLET SHALL BE PRECAST CONCRETE, 4000 PSI. ONE WELDED JOINT 4. CONTRACTOR TO CUT EXISTING PIPE AS REQUIRED FOR INSTALLATIONS ON EXISTING STORM DRAIN PIPE. L 2.5" x 2.5" X 0.25" - DETAIL "A" 10'-4" LONG 0.5" MIN RAISED LETTERING L-r m PLAN 0.5" x 1.5" x 4" 0.5" x 4" STUD (GRATE REMOVED) LUGS I SHEAR CONNECTORS DUMP NO WASTE DRAINS TO WATERWAYS DETAIL "B" COLLAR DETAIL 1/2 SECTION CAST IRON 1/2 SECTION STEEL 2' -6" 4 —2 HARDWARE 4 —2 w 1' -3" `n 2' -7" CLOTH 1 2' -7" DETAIL "B" 12" 9.5" 4" DEPTH AGGR. V #68, #78 OR e - a #8x6" WIDTH Z COLLAR N Z d DETAIL "A„ SECTION C —C z D D :12" 4 . ao N d� a N C'4 a d ` a d a 4.A 0.75" 1.25" 1.5" SECTION D —D SECTION A —A SECTION B —B 4" GRATE DETAIL SECTION E —E VDOT DI -1 DROP INLET DETAILS NOT TO SCALE NOTES: 1. PVC C900 PIPE WILL CONNECT TO 6" D.I. PIPE. FINAL GRADE SURFACE COURSE (A) EX. GRADE 4" TOPSOIL . . FLOOR STAND ,r;F. o WITH STANDARD HANDWHEEL q 12 q, 12 BASE COURSE (B) PROVIDE OPENING q TRENCH WIDTH �� 95% COMPACTED BACKFILL �qqq ��q� AGGREGATE SUB OFFSET DI -1 GRATE TO SHALL BE: SUITABLE FILL FOR S.S. VALVE „ �:q ( )� BASE (C) STEM PROVIDE CLEARANCE FOR 24 (4 MAINS), FLOORSTAND O.D. + 16' 6 " -16" MAINS \ D.I.P. PIPE qqP ( ) 6„ q� \�> 95% COMPACTED SUB —GRADE (D) 00 0. D. q \ 6" 95% COMPACTED BACKFILL q��o�:` A. SURFACE COURSE: 2" OF SM 9.5A OVERLAY FOR PAVED ROADS. FINISHED GRADE 4'x4' PRECAST CONCRETE SHALL BE EQUAL TO EXISTING GRADE. DROP INLET B. BASE COURSE: 1.5 TIMES DEPTH OF EXISTING PAVEMENT. MINIMUM 2" SM 9.5A 48„ NON —PAVED AREAS ASPHALT TO PROVIDE A SMOOTH RIDE AND NEATLY CUT EDGE AFTER BACKFILL IS PLACED. NOTES: C. AGGREGATE SIUB BASE: 6" OF VDOT 21B STONE COMPACTED TO AT LEAST 95% OF S . VALVE THE MAXIMUM DRY DENSITY. 1. NOT MORE THAN ONE HUNDRED (100) FEET OF TRENCH SHALL BE OPENED IN D. SUB — GRADE: 95% COMPACTED BEDDING MATERIAL. 3' -9" STEM ADVANCE OF THE COMPLETED PIPE WHEN LOCATED ALONG STREETS OR HIGHWAYS, LINK SEAL AND NOT MORE THAN TWO HUNDRED (200) FEET AT BOTHER LOCATIONS. 3 6" KNIFE 2. TRENCHES SHALL NOT BE LEFT OPEN OVERNIGHT. 6" FLG.xP.E. I GATE VALVE NOTES: D.I. PIPE 1. PAVING TO BE PLACED WITHIN FIVE (5) DAYS OF UTILITY INSTALLATION (21B STONE NONSHRINK TO BE BROUGHT UP TO STREET SURFACE AND MAINTAINED DURING FIVE (5) DAY-- m - - - - -- -_____ �� ��m�. m -m GROUT t 4 "� INTERIM) 00 2. ROLLING AND COMPACTION EQUIPMENT TO BE SUITABLE TO OBTAIN 95% COMPACTION. cc TRENCH DETAIL PAVEMENT AND PATCH DETAIL 6" CONTAINMENT VALVE AND- 4 x4-' PRECAST DROP INLET TH OF NOT TO SCALE I o�� RESTORATION FOR PIPE TRENCHES o r"� p NOT TO SCALE CHARLES FRANK VOTAVA gLic. No. 034916q IONAL b 2015 N � a DESIGNED: Zmc Fueling Station and Vehicle Wash Michael Baker Jr., Inc. A Unit of Michael Baker International SHEET ty Service Authtri DRAWN: J LB ® 272 Bendix Road, Suite 400 Virginia Beach, Virginia 23452 Miscellaneous D 10 CHECKED: CFV Fain 75754636 70 0503 ,� N0. DATE 88 7 D ACSA 23B Property dine SOILS ,. • 150 300 ..... NO. NAME % SLOPE SOIL CHARACTERISTICS 238 DAVIDSON 2 TO 7 DAVIDSON IS A GENTLY SLOPING TO MODERATELY SLOPING, VERY DEEP, WELL QUICKLY AS POSSIBLE. CLAY LOAM DRAINED SOIL. TYPICALLY THE SURFACE LAYER IS CLAY LOAM ABOUT 4 INCHES SEDIMENT TRAPPING MEASURES WILL BE INSTALLED AS A FIRST STEP IN GRADING AND WILL THICK. THE SURFACE LAYER HAS A MODERATELY LOW CONTENT OF ORGANIC BE SEEDED AND MULCHED IMMEDIATELY FOLLOWING INSTALLATION. MATTER. THE SLOWEST PERMEABILITY IS MODERATE. IT HAS A MODERATE TEMPORARY SEEDING OR OTHER STABILIZATION WILL FOLLOW IMMEDIATELY AFTER GRADING. AVAILABLE WATER CAPACITY AND A LOW SHRINK SWELL POTENTIAL. THIS SOIL AREAS WHICH ARE NOT TO BE DISTURBED WILL BE CLEARLY MARKED BY FLAGS, SIGNS, ETC. IS NOT FLOODED AND IS NOT PONDED. THE SEASONAL HIGH WATER TABLE IS THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND AT A DEPTH OF MORE THAN 6 FEET. THE LAND CAPABILITY CLASSIFICATION IS 6. 3E. THE VIRGINIA SOIL MANAGEMENT GROUP IS N. THIS SOIL IS NOT HYDRIC. 71D RABUN 15 TO 25 RABUN IS A MODERATELY STEEP TO STEEP, VERY DEEP, WELL DRAINED SOIL. CLAY TYPICALLY THE SURFACE LAYER IS CLAY LOAM ABOUT 6 INCHES THICK. THE LOAM SURFACE LAYER HAS A MODERATELY LOW CONTENT OF ORGANIC MATTER. THE SLOWEST PERMEABILITY IS MODERATE. IT HAS A MODERATE AVAILABLE WATER CAPACITY AND A LOW SHRINK SWELL POTENTIAL. THIS SOIL IS NOT FLOODED AND IS NOT PONDED. THE SEASONAL HIGH WATER TABLE IS AT A DEPTH OF MORE THAN 6 FEET. THE LAND CAPABILITY CLASSIFICATION IS 6E. THE VIRGINIA SOIL MANAGEMENT GROUP IS N. THIS SOIL IS NOT HYDRIC. 88 UDORTHENTS 2 TO 25 UDORTHENTS, LOAMY COMPRISE WELL DRAINED AND MODERATELY WELL LOAMY DRAINED SOILS LOCATED IN AREAS DISTURBED DURING EXCAVATION AND GRADING ACTIVITIES. THESE SOILS ARE OFTEN ASSOCIATED WITH BORROWED SOIL FROM OFF -SITE QUARRYING OPERATIONS AND ARE HIGHLY VARIABLE IN REGARDS WATER TABLE, PERMEABILITY, AND RUNOFF. METAL FENCE POSTS OR 44 POSTS TP TREE PROTECTION NOT TO SCALE C GRAVEL CURB INLET SEDIMENT FIL TER GRAVEL FILTER * * -1 2^ RUNOFF WATER WIRE MESH r--�- -�� FILTERED WATER d Q Q SEDIMENT CONCRETE GUTTER 12" CURB INLET SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. * GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. Source: Va. DSWC IP INLET PROTECTION NOT TO SCALE Plate 3.07 -6 STANDARD EROSION AND SEDIMENT CONTROL NOTES 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE - CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625 -02 -00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURE AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF - PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 1 1. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13 -301 OF THE CODE OF ALBERMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL SUPPORT, IN ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE CONTRACTOR SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75LBS /ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASSS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS /100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS /1000SF, INCORPORATED INTO THE TOP 4 -6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS /ACRE AND CONSIST OF A 10 -20 -10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS /ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0 -5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS /100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR; HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20.ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21.THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17- 204G.) 22.PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBIING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17 -207B) PROJECT NARRATIVE PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS THE CONSTRUCTION OF A PETROLEUM FUELING STATION AND A VEHICLE WASHING AREA ON ACSA'S PARCEL LOCATED AT 168 SPOTNAP ROAD, CHARLOTTESVILLE, VIRGINIA. THE PROJECT INCLUDES THE REMOVAL OF TWO EXISTING UNDERGROUND FUEL STORAGE TANKS AND MINOR IMPROVEMENTS TO THE SITE'S STORM DRAINAGE SYSTEM. EXISTING SITE CONDITIONS THE PARCEL HAS PREVIOUSLY BEEN DISTURBED FOR VARIOUS IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO THE CONSTRUCTION OF ACSA'S ADMINISTRATION BUILDING, WAREHOUSE AND VEHICLE STORAGE BUILDING, AND ASPHALT PARKING LOTS. THE MAJORITY OF THE SITE IS PAVED. THE FUELING STATION WILL BE CONSTRUCTED IN PLACE OF THE EXISTING, ALONG THE ISLAND IN THE NORTHERN PARKING LOT. THE VEHICLE WASH AREA WILL BE LOCATED ON THE EAST SIDE OF THE PARCEL NEXT TO THE EXISTING STORAGE SHED. DRAINAGE FROM THE NORTHERN PARKING LOT IS INTERCEPTED BY A CURB AND GUTTER ON THE WEST SIDE OF THE PROPERTY AND IS DIRECTED INTO EXISTING STORM DRAIN INLETS. TOTAL DISTURBANCE FOR THE PROJECT IS APPROXIMATELY 0.1 ACRES. ADJACENT PROPERTY SPOTNAP ROAD TERMINATES AT THE SOUTHWESTERN EDGE OF THE PARCEL. PEOPLE PLACE BORDERS THE PARCEL TO THE WEST. COMMERCIAL PARCELS BORDER THE SITE TO THE NORTHEAST AND NORTHWEST. TWO RESIDENTIAL PARCELS BORDER THE SITE TO THE SOUTH. OFF -SITE AREAS SOIL REMOVED FROM THE SITE DURING EXCAVATION OF THE EXISTING UNDERGROUND FUEL TANKS WILL BE STORED ON -SITE UNTIL THE NEW UNDERGROUND STORAGE TANKS HAVE BEEN INSTALLED. SOILS SEE SOILS MAP THIS SHEET. THE PREDOMINANT SOILS ON THE SITE ARE RABUN CLAY LOAMS, WITH 15 TO 25 PERCENT SLOPES, AND UDORTHENTS LOAMY, WITH 2 TO 25 PERCENT SLOPES. REFER TO THE SOIL CHARACTERISTICS TABLE, THIS SHEET. CRITICAL EROSION AREAS THERE ARE SLOPES STEEPER THAN 25% LOCATED ON THE EAST AND WEST SIDES OF THE NORTHERN PARKING LOT. EROSION & SEDIMENT CONTROL MEASURES ALL EROSION AND SEDIMENT (E &S) CONTROL PRACTICES AND DEVICES DESCRIBED HEREIN SHALL CONFORM TO THE CURRENT VIRGINIA E &S CONTROL HANDBOOK AND THE ALBEMARLE COUNTY CODE AND DESIGN STANDARDS MANUAL, LATEST EDITION(S). STRUCTURAL PRACTICES INLET PROTECTION: INLET PROTECTION SHALL BE INSTALLED AS SHOWN ON SHEET 3 TO PROTECT THE EXISTING STORM DRAIN SYSTEM FROM SEDIMENT RUNOFF. TREE PROTECTION: A FENCE BARRIER IS TO BE PLACED AROUND THE TREES WHICH WILL NOT BE DISTURBED TO PROTECT THE TREES FROM CONSTRUCTION EQUIPMENT AND SOIL COMPACTION. REFER TO SHEET 3 FOR LOCATION OF TREE PROTECTION. MANAGEMENT STRATEGIES 1. CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE. 2. SEDIMENT TRAPPING MEASURES WILL BE INSTALLED AS A FIRST STEP IN GRADING AND WILL BE SEEDED AND MULCHED IMMEDIATELY FOLLOWING INSTALLATION. 3. TEMPORARY SEEDING OR OTHER STABILIZATION WILL FOLLOW IMMEDIATELY AFTER GRADING. 4. AREAS WHICH ARE NOT TO BE DISTURBED WILL BE CLEARLY MARKED BY FLAGS, SIGNS, ETC. 5. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL E &S CONTROL PRACTICES. 6. AFTER ACHIEVING ADEQUATE STABILIZATION, THE TEMPORARY E &S CONTROLS WILL BE CLEANED UP AND REMOVED. PERMANENT STABILIZATION THE AREAS DISTURBED DURING CONSTRUCTION WILL BE RE -PAVED WITH ASPHALT. MAINTENANCE IN GENERAL, ALL E &S CONTROL MEASURES WILL BE CHECKED DURING AND AFTER EACH SIGNIFICANT RAINFALL. IN PARTICULAR, THE SILT FENCE WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF THE FABRIC. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALF WAY TO THE TOP OF THE BARRIER. SEDIMENT CONTROL PROGRAM THE SEDIMENT CONTROL PROGRAM IS INTENDED TO ESTABLISH INLET PROTECTION AND TREE PROTECTION MEASURES. 1. INSTALL INLET PROTECTION AND TREE PROTECTION AS SHOWN ON SHEET 3. 2. COMPLETE CONSTRUCTION. 3. INSPECT CONTROL MEASURES ONCE DAILY. 4. REMOVE CONTROL MEASURES ONLY AFTER ALL DISTURBED AREAS HAVE BEEN STABILIZED AND ONLY AS APPROVED AND DIRECTED BY THE COUNTY INSPECTOR. PRE AND POST DRAINAGE AREAS THE PRE AND POST DRAINAGE AREAS ARE NOT CHANGED AS A RESULT OF THIS PROJECT. THE GRADING PATTERNS OF THE NORTHERN PARKING LOT OF THE ACSA PROPERTY WILL CHANGE SLIGHTLY AS A RESULT OF THE NEW FUELING STATION CONTAINMENT AREA, BUT THE ULTIMATE OUTFALL REMAINS THE SAME. o �JH OF U2� r il. CHARLES FRANK VOTAVA ,7� Lic. No. 034916 W I' 10NAL STATISTICS Description Symbol Avg Max Min Max /Min Avg,/Min Canopy + 14.3 fc 18.7 fc 8.7 fc 2.1.1'' 1.6:1 Parking Lot + 2.4 fc 11.7 fc- 0.1 fc 117.0:1 24.0:1 Property Line + 0.1 fc 0.6 fc 0.0 f c N ,/ A N ,/ A FAI +2.6 2.$ 2.4 2:5. 1. 1_i;:., 1. 2 0 .2 2.5 l..,.. 1. 1.2 . ;1 ":8 T 2.O 0.8 6 1:4 ""2A 4.4 8. V .. +2,4 + + + +T` + + + '2. + + + + 2,2 2l� 2,4 2,4 2e� 3,2 Cfi 7..,2 6 • 2.1 2.6 fJ 1.7 1.3 1.1 1,5 ,"' +Q,fi +0,5, +1 ,8: +3.0 &.4" :+ 6 1 I [1, &D + + + + +. + + 3.y 6 1 -..., 7. 8.2' 8.Q 2,A,.: 2.5 25 28 2.7 2:8 3.3., 3,5 3 > +21.5 •. A9�,1 1.fi 1 11 1.E4, 1.9:5 A A A A ARE-EDG-M-DA ARE-EDG-4MBAMP-DA Cree Edge" Area Luminaire - Type 11 Medium - Direct Arm Mount ------ -------- -- ARE-EDG-2M-DA Cree Ed e"' Area Luminaires - Type IV Medium W/ Backlight Control - ------------ I - - 11 I 1-1-111-,-, , _-, , , , ", ARE-EDG-4MB/41VIP-DA .. .. .. . . ..... . .... ..... .. .. . . .. .. ............ . ... .. . . . . . .. . . ............. .. .. .... .. . .......................... . . . . ... . ..... .. .............. ................ ..... Ag M Direct rm clunt .. . ..... .. ............ . . .. ... . . . . .... .................... .. .. ... ........ . ..... .. .. .. ...... Product Description Product Specifications Photometry Product Description Product Specifications Photometry Slim. iow, profile design minimizes, ind load requirements, Lumnaire sides are rugged ICONSTRUCTION All oll CONSTRUCTION MATERIALS Iacast Slim. lovv profile design minimizeswind load requireineriLs. Luminatre sides are rugged L Iov MATERIALS NVLAF c� �o'c r rcry cast aluminum with integral, weathertight LED driver compartments and high _)rmance alurninum heat sinks, Convenient, intel-locking mounting method perly Mounting housing is rugged die cast aluminum and mounts to 3-6" (76,152mm) sitm, low profile, inimizig vvirld ioad requirements LuminajL .5 are ru sicie 99ed die cast aluminum with integral, weathertight LED driver compartments and high performance heat sin KS " \ 11 aluminum with integral, weathertight LED driver compartrnents and high per ce a urruni,irn sa sit nvenen n er cc Ing m un ing me io, ountlng housing is rugged die cast Mumin irn and rInounts t -6" (76-152nirn) to 3 Slim, low profile, mhurnizing wind h, ad requirements LEI) driver c mparuirtents and high performance h at sinks square or round pole, Luminaire is secured by tWD Er/16-18 UNC bolts,spaced on 2" (51mm) centers, Convenient interlocking mounting method, Mounting housing is rugg d in a, die cast alumusury) mount 9 to 3-6" (76,152mm) square or round per square 2" or round pole, Luminahe I$ Secured by two 5/16 -18 UNC bolts spaced on �Slmm) centers, Convenient interlocking mounting method. Mounting housing is rugged < die cast aluminum mounting to 3-6" (76-152mm) squate, or round pole, Performance Summary secured by two 5 / 16-18 UNC bolts spaced on 2" (51mm) centers includes lea/ debris guard Performance Summary secured by two UNC bolts spaced or, 2" (51mm) centers includes leaf/ dbris guard Utilizes B,et' ILFf)"rechnislogy, Exclusive Colorfast DeltaGuord, firush fcatuYes an E-Coat epoxy primer Utilizes BetaLED1 T,echnology Exclusive Colorfast DeltinGuard' finsn features an E-Coatepoxy primer with anultra-durable po�der topcoat, providing exccilent resistance to with art ultra-durable powder topcoat, providing excellent rcsistance to patented NanoOpticl Product Technology corrosion, ultraviolet degradation and abrasion. Standard Is silver, Bronze, Patented NanoOptic" Product Technolog IIcorrosion, ultraviolet degradation and abrasion. Standard is silver. Bronze, 27 1 black, white, sold platinum bronzo ars also available IMade Made, in the U.S.A. of U,S, and imported 27V thick, whits, and platinum bronze are also avalaolo. in the U,SA� parts, parts ELECTRICAL SYSTEM CRI: Minimum 70 CRI ELECTRICAL SYSTEM CSA Test Report 6449 '60Hz, CRI� Minimum 70 CRI Input Voltaqc 120-277V or S47-48OV, 50 6(jHz, Class I drivers C5A Test Report M: 6371 ARE-F(1&2iA- 12-E-UL�525-40K ARE-FDC,-2M-"-06,LE-tJL,7C)0-40K KoUnfling Height: 25' (?�ISM) A FG, Input Voltaget 120-277V or 347-48OV, So Class I drivers ARE-EDG-4�1,F.;--12.-E,LL-G25-40K Motionting Heightr 25' A.F.G, Initial Delivered L.rnens� 1s,1 55 Initial Delivered Lurn.ns; 3.340 '=! 5700K 500K) Standard, 4000K,r+ SOOK) - ------------- 4 Power Factor: 0.9 at full load Initial Delivered Lurrera! 10,9SS Initial Delivered Lurrans: 17,710 CCT� 5700K SOCK) Standard, 4000K (+ 300K) ------ ----------- Power Factor: > 0,9 at full load -I FC Limited Warranty[: 10 years on ILmu-nane 10 years on Colorfast DeltaGuard" finish (460mm) Olotictnal Photocell Receptacle Location Intial R1 at Total Harmonic Distortiont < 20% at full load Limited Warranty': 10 years on iuminaure 10 years on Colorfast DeltaGuard' finish 460mm) Optional Photocell 9,0" Receptacle Location Total Harmonic Distortion; �� 20% at F 'till oad i2Srnm) Integral vie,athertight electrical box with terminal strips (l2Ga,20Ga) for Integral weathertight electrical box with terminal strips (12Ga--2DGa) for EPA and Weight: Reference EPA and Weight T easy bovver hookup EPA and Weight. Reference EPA and Weiglint SljeC She t Ieasy Convenient, power hookup corvenent� 21" Interlocking Integral 10kV uppression Protectiontandard Interlocking integral 101kV sutge suppre5sion orotection standard (53mm) . . ........... ff Mounting To address inrush current, slow blow fuse or type C D breaker should (53i -nrn) I-A Mounting , address inrush current, slow blow I'LlSe or type C D breaker should `1 T, 3,91, Method be used IIEGULATORY & VOLUNTARY OUALIFICATIONS Accessories II(99mm) I(99mirn) Method Ibe 3.9" used IAccessories REGULATORY VOLUNTARY QUALIFICATIONS cli Listed . ................ .... cU Lu, Listed .... ... ... I--------------- ............ ... . . . . . - --------- XA-BRDSPK LED C IEnclosure Sortable for wet locations XA-BRDSPK LED Court ('10) Dim, "N' Suitable for wet locations, Enclosure rated IP66 IEC 60529 when ordered Witt'laUt or R options rated IPSF, per IEC 60529 when ordered without P or R Isoptions .... ............... ............ ................ ...... .. .. .. .. .. .. . ... 1 T per 04 n rn Ciansult factory for CE Cortied products ConsOt factory fir CE Certified products a F, 14 I" t357mm) ......... ............ ....................... Certified to ANSI C^3631�2007, 3G bridge and overpass vibration ............. '14,1" (1;57mm1 08 16,1" (.40arnm) CSA Test Rep-t #, 64)7 ARF Certified to ANSI C136,31-2001, 3G bridge and overpass vibration APF-EDG-4MP--06-P-�it.-'�00-40K M ... tine ri.ight: 2_�' (?Lr�,' A.r`CL 08 ---------- ........ Initial Delivered Lumenz: Q,D89 Initial Delivered Lurnens; 15,640 12 2QX' (510imm) i 10kV surge suppre sion protertion Cie d iri acco,rdance with IEEE ANSI a2 20,11, (51 I0kV surge suppression protection tested in accordance with IEEE ANSI 14 22 I I16 14 22 IF, C62,4L2 24.1' (611mm) Luninahre and finish endurance, tested to withstand 5,000 hours of 16 and fimsh endurance tested to withstand 5,000 hours of --- ------- - 20 28.1" (713rnm) elevated ambient salt foq conditions as defined in ASTM Standrd El 117 20 1 281" (713i elevated arroent salt foci conditions as deflned, In ASTM Standard B 117 24 3 14-L Product qualified on the DcsignLights Consort,urn" ("Di-C") Quaffed 24 S2,111 (P 14 mj��! -------------- ---------- Z Product qualified on the DesignLights Consortwrn" Qualified Ordering information Products Ust ("OPL") when ordered without fUl backlight control shield Ordering Information Products List ("OPL') when ordered without full hacklIght control shield Exnmiple; ARE EDG-2M-D.L,-04-E-UL-SV-3,50L-Opl'lONS Meets Buy AmErIcan within ARRA Example: ARE EDG-sir,19 DA-04-E-UL SV-350-OPTIONS ----------- ................ ---------------- .... ..... - ----- - - -------- ------ .. ...... ........ ---------- - - - -- Meets Buy American rcQuirem,entswithun ARRA - - - - - - -- - --- ------------------- --- --- ------------------ .... . ....... ......................... . ...... .......... ............... ..... ...... . ..... . ........... --------------- - .. . ............ ......... ARE-EDG 2M DA 06 E UL I BZ .. ARE-EDG DA 0- U L Z 700 IEs .. ............ . . . . ...... ES Files kxlwhlclo� --d .. ........... ...... .............. .. ........ : .. .. ....... .. . ... ... ... ... ... ... .. ....... . ... ... ... . . . . . . . . . . Flos I. fttp Ihttp . .......... 0-11.11. . . . ... ... .... . .. . . . . . . . .. ... . . . ... I....................... ARE-EDG 2M PA IE SV 11 Drat Arin '61 liver' $$01 40K 4000K Color TOilierature t t, I ", , I(C 525 0-10V Dimming Output, Electrical, and Lumen Maintenance Data isDIM ARE-EDG 41418 DA I E UL \1 TypeNNIedium Utecz A,11A Uni,LsM Sizvor6lardrd) 06 aitIIL BK N e, 61.5 liso' 40K 4000K Color 7emperatuire 3� 'OmA 525' DIM 0-10V Dimming Lumen Output, Electrical, and Lumen Maintenance Data .......... SEEM= 10 12 Jriiversat BZ 700"' Ig, P ra Is 57GOK 400OK TOTAL CURRENT ................ .......... 10 Type IV Medium 12 ,,III e I4NOK 700"' 1 IIILumen 5,10OK TOMCURRENT I14 347-480V IBloom . IBUG II?uv 2?7v 347V 480V "ai, I10' Nirtlal at 5 14 34 - 3N B '00TTA IIF D t Idtal 'BU 5 34 (V 480V ,s, 16 34 Fuso II------ ZQ 347V MAN" 20 WV platinuir I------ WBU Sul ---------- - ---- I..... it1111H tIIIHL 24 Not ci t' r�� R�Jo� ..... L'( r) C." IIIIIlk\ 24 WH oG; IU HI/Lumv (1751350 525 Dual Circuit Input) N hC G7 r) 47 4 IIHL Iii Low (175 350 525 Dual Cilturt Input) Q., [)I G" B� C IIC IIIIIIII7 IIIitP Photocell 24) ?I 756 Ili IP Bz L' IIhl phollooll , K I 90i R 3 11)0 (�p hyl ... . ........ ..... .. .. IIItwo II.. . ....................... ........ . . . . . . t M=1 IIIR R NEMA Photocell Raeritade, 92% IitIIIIII16 It6 NEMA Photocell Receptacle II...... 92% IIIIIIML MIL Mil 700M C 771 IIIIfor Multi-Level mnly Lqrrls term, AvRabie on hilin nw-n mni 60-2,0 LEDs, MiRbio on 60-240 LEDs on 4 0-160 Adalue op 60 LEDs, ... AW�Jabe or, lunnares With 40-610 LEDs, AOW Walk "M AIM, Beta LEE� Rev, Data! 09/27/13 1W Now UCHNOLOGY 2013 Ciree, ln�. All riphts For ir)fom)nitiol purpos- only. Conlent is bject tn chtiLo. Se re for parents that c.,Qr tnese products, Cree'. the Cree logo, EoJiLED'� ApIl wil WM "M 0 wwwc acorn Naroc)pbc�, the Elotal-ED and Colarfast. DoltaGuard' are gistere-1 Ind A0111111k YEW MM "M MBetaLED Dto� 09/2VIS - 4 C &U, 2013 Inc, All rights a.r oHy, I, I. d.ng., A1111111111111111 see for ptQnts that cover these Produch;. Cree', the Cree logo, 6eleLED', - �� ��_= 22� 0 NOW �� 44 Nano0ptic', tins, Betal-ED Technology logo, nd Colorfast Det.qGuard � am registered traidinrriarks� and - C U, = - = � 11i a IL tee Edge- R a tradernark of Cree, Inc, The. UL logo [a a zrademark of JL, LLC. DesignLighT �11111111111111W IN w�w� (R7) TECHNOLOGY a - s Tr -ark of UL LLC. Cleo Edge derark Inc Thc ILL logo Ise registered haden �Ilidqw FM 11L and the DLCQPI_ logo nfNorthelastEnorgy Efficiency PartnershipsAric. Ccinsorturn"' and tlhrt, DL.0 QPL logo are Northeast Inc. www,cree,com/lighting T (800) 236-6800 F (262) 504-5415 www-creexornAughting T (800) 236-6800 P (262) 504-5415 www.cree,com/lighting T (800) 236-6800 F (262) 504-5415 wwwcr,,e.com/lighting T (800)236-6800 E (262) 504-5415 A /B\ A 1E LED 0 L i ILN L.0; job: Type: CAN-228-PS-RM-03 Notes: 228 sCanopy Luminaires - Petroleum Syrn metric - Recessed Mount - 30 LEDs CAN-228-PS-RM-03 . .. .. .. .. .. .. . . . .. .. ........... .. .. .. .. .. .. .. .. .. ... .. .. . .. .. .. .. ........ . ..... -------- - ----------- - Page 2. of 3 1 21 E M LED EmergFency Sconce - Generation 2 120 LINELED . ...... . ............. .. . . .. ...... .. .. ........ ...... . ...... ---------- - - - - - . Product Specifications Product Description Photometry LED SELECTION VOLTAGE low profilo, easy mounting frorn below 01 abov(,. The clock. Lurninaire sides are rugged cast alunrlintil with high porformanco extruded CONSTRUCTION MATERIALS ISum, Slim, low proLLIe, easy mountig from below or above th, deck Page I of 3 ecy Sconce - Generation 2 CW Cool White - 5700'K, - 75 CRI Norninal VNIV Acoepts 120V through 277V Input, 50hz w 601-I efsink, F�pscifically for I-E.D. directly to the franle sides re, high performance fically designed fr�r LED NW NeutraiWhite - 4000*K - 70 CRI Nominal canopy deck and is ecured in place with compressin moided trim Lummaire hoiu�sirg I- provided ith fictory applied foam gsKet and orovAe�. sink pec Luminaipe, rnounta directly No, The csnopy deck and d secured in place The Philips Gardco 121-EM 6 -nergency LED Performance Sconce provides an energy efficient, solution for wall mount applications.7he sloped surboo ribs of the die cast aluminum housing architeCtLirally pleasing create a distinctly unique WW Warm White . 3000'K - 80 CRI Norninal 277 277V for a water-tight 3ea� bet,ween huminaire housing and canody deck. Suitble for owide kin canopies with 112" (305mi provided will, faclory applied gasket at)(] ProyideS for d aesthetic element and perform important functions in the Philips Gardco thermal management system, 121 Generation 22 gauge (niaximu;-n 0.065" panels. Designed 'or canaries of 16 lumirrar,� housing nd cadeck fnF or kin wih 12" (305mm) of 1 2 luminaries feature high performance Class I LED systems. The high performance LED cutoff performance, rninimizing glare and light trespass. Philips Gardco's LED technology optical systems praduce full provides mximized light FINISH OPTIONS BRIP Bronze Paint DIL Solite Diffusing Glass I-eirst �Reduces perfornicince significantly) ["or of 22 wiuge output and maimum energy sayings. 4,5pecify voltage u5ing PCB option, Performance Summary n(I 1 nL,jCl,he S� PREFIX RLP Black Paint PCB4 Button Type. Photoccintrol (Provide specific inpout voltage) 5, Rear Entry Permitted, White Paint WS, Wall Mounted Box for Surface Conduit driver is crunsuructeo eAruderi OPTICAL SYSTEM LEDWATTACE LED ON VOLTAGE FINISH OPTIONS WIP (Rear entry pennitipol.) BetaLED' 1echrnolog�y foand thert-nat erformance NP Natural Alurninum Paint -n) E E-EP 1:::: d NarloOptic' Prof -Technology IP threaded connection [000 togra! wateh:�jht �uncdon box with 4,5" ("114iyu ITL Test Report #: 4730 P Bei e Paint BG ;g points Rated for feed through 8 (4 in. 4 #12 AVC3 c0ndhictiars Grunting Height', 15 4 &11) niMade 0C Optional Color Paint in the U.$,A, of US, and innotarted parts c-eiling 5srvicca,loe. driver tray to,, casc of upgrade or rep acernerlt IrRkl� 1C it hifer to notcs below For �und limitations, Far questions or conc�rns, comult the factory, Specify Optional Colloror CRI; Minimum, 70 CRI Paid HdJuStalare drive current PREFIX OPTICAL SYSTEM or OC-RAL702.4, CCT: 5700K 500K) Standard, 4000K 300K) DeltaGuar, an E-Caat epoxv orimer Special Paint Mth an ultradiArabl power topcoat. providing excellcnt to 121-EPI Emergency Primary, I LED Array 2 Type 2 supplied wIth sp�afy, ust Supply Color all Limited Warranty: 10 years on years Colorfast nshcorrosion, ultrvIclet d-.craci o and abrasion. Standard is white. Bronze, brr)nzc4 I 7D fot holLil 3 Type 3 .......... .. .. .. slivec, and platinum one also ivallahle See OPTIONS on Page 2. DIMENSIONS I121-ED1 Emergency I DedicatLd, 2 LED Arrays 4 Type 4 1! . . . .. .......... 00 I ELECTRICAL SYSTEM Input Voltage: 120-277V ,,r 50,;COHz, Class I drivers for No� ri)� _D I M T Medi um Throw 'actoor > 0 Power Iat kill load Retrofit lnlati� Kit Retrofit Plate Kit - Plastic Irs pije� toTotall losd 121-EP2 Et nergency Primary, 2 LED Arrays Harmonic Distotiom 20% at hill foi 121-EM _,,iiloolo for ule. inoriitrions frrin 40'C (I 04' to a 7" Integral 10i<V standard it) p,, p.,rJ,,J tn ba p,dfiod XA-CT308047VV IXA-CT30FO21W T address im ush curient, slow biov, fuse or t�?pe CA) bleaker shoulat be URed K ith otLEDWATTAGE AND LUMENVALUES th it zry z REGVLATQRY & VOLUNTARY QUALIFICATIONS d cI,_,'LLs Li,ft -- ---------------- (2 5 4 �1) m1 I it, r r XA-CT30FO21WS ISuitable for wet locations I-Orminatire Initial Absolute Lum, IXA-CT3OC241W 27.OS1 arri Retrofit Plate Kit - Metal Lacker p[alc� L)t Consult factory for CE Certified Ciroducts 10kV �uig suppriessforn testacti in accordance with Averaga' LED LED LEE) cide, �YS TYPE TY Ty PIE 3 T,Y]*E'4 MT A 1.-49' protoct,on warts' �rp El,f), "(01nal 785 octtDc-uaior must dc C62,4"1,2 Lurninaire and finish edurance tested tic withstand 5,000 hours of Al, g Mod, EM 6 V M.dir "ddL, cm 65 too dofincd �n ASTM Standu,rd B 117 Is 350 --- . .. ........ 26 . .... . ... ....... ... 16 16 NW 1,6 '6�3 ..... . ... . 1,707 1,707 1,609 .......... . ......... 1,6C9 .... . ....... - --------- 2,022 1 2,022 ------ ---- XA-CT30CG42W ................... arnbicnit conditions as Weight 26LA-11.46 F 5i 0, 16 NVV 1 442 1,707 2,483 1 i,609 2345 2,022 2,927 Top View 'Wo 12, ROHS Curnplitif ----------- - - -- - - --------- ----- -------- L ----- - - ---------- Count (Xlo ight I- Meats Buy requirerrisnt5 withiri ARRA LEI plive cu'rent WQ ------------- --- - - ------------- - --- 3SLA-1-1670 1 36 700 16 16 NW 1,673 1 3 102 - - -- -- -- -- ------------- 1,707 3,139 1 1,609 ---------- ---------- ---------- -- -- - I - -- - 2,972 - - - - ---------------- r 2,021 3,650 - - - ----- ------- IXA-CTP26X24WT 110AS' Wa XA-CTP26X32WT 525rnA 11 Ida (,2Ng) I27,051 cun sA rdering in I q kg) i ................ 11 1-11 ---- I i 1 I LEE) 'A' LED g, , �y aQTY QTY TYPE 3 E `4 T, M Fxarnple� CAN-228-PS-RM-03-P-LA -WH-525-ORTIONS ............ ...... . .. .. .. .................. .. ...... ................................. . . .......... ................ . ........ .. ..... .. ..... .. .. ... . ... ........ .. .... . .. .. .. .. ........... (mA) (EM) Ell M .. . . Mode EM mode IM Mc& Mo CAN-228 PS RM 03 D UL WH 1700 . . .................. ....................... ................. ............ .... .. .. .. ........ .. ........... . .......... ........... .. .. .............. ........ . ..... .. . ........................ . ........ ......... .. ............. .. ............... .............. ... .. ........ .................................. ............ . . ................. IBLA-2-1635 18 350 16 16 NW 1,673 1,673 1, �07 1,707 1,609 1,609 2_022 2D22 ---------- -- - Lumen Output, Electrical, and Lumen Maintenance Data i____ 5i Z6LA-2-16S3 6 0 16 NW 1,673 2,442 0 16 16 NW 11673 3,102 1,707 2,485 1.609 2.345 2,02 2,927 3,139 1,609 1 2,972, 1,707 3�650 5,6" Mounting Plate 39-62.4 turin . . ... .. .............. .. . . . . . . . . .. . aID .......... . 3SLA-2-1670 36 1 I 3 1/8" CAN-228 PS RM 03 bit, IRecessed IBUG 40K 4000K Color To minerature E700V 4000K lEa, naPetroieun "ur 7-94 cm Of 77�, S 7'1 0", 700mA DIM 0-10V Dimming Ratolss " 5��, I LED Current:, TYPE 2 TYPE EA MT lo TY Silver sss�c for 0 4 (nA) 1 3/4" dia, 3 1/8" 347-480V RK 1000mA ML Multi-Level . . . . . . . . . - - - ----- --------- 1 M M 7,94 crin Nom Mounting plate center is located in 4.4 cm, I5 IBZ S 3SLA-2-3235 35 350 32 12 '673 N 3,66i - - 6 523 1022 1 4,425 - ----- - - --- ---------------- the center of the lumunairo vvidth and 2,38 ISOLA-2-3253 Bronze, PML Programmable Multi-Leval �) I T'j, - 52 530 32 3Z N 1 673 5 587 1 707 1 68� �1,609 365 2.021, 6,697 -above the luminarre bottom (JenG I...... PIR o0i - ---------- ---- - -------------- 1___1_._._1_1_1 down, position). Splices must be made, in the III0 IIIIIIIIBronze J�box (by others). Mounting plate must be I-ed Isecui by max. S/16" (.79cm) darnoter bolds uations, Contj at i'any approxirr,4 ie eqntes a ra, for des�rjrr iirpose� Alues based, on pe,farrned (by others) mructurlly to the wall. fconfi 1. SeoRge 3: EMERGENCY LIGHTING PERFORMANCE, f an Mounting Bolt Pattern Nolt w4h UH H 1, L I P S Beta LEL,) Rev DatL� 01/16/13 4lil mak ==ON= ?01 Inc, me of its All nglurs P�, prpost,s ory that these products, croe�, thiti caeo lo� _ eor,sl Pr), "W ow MM lo 2014 <Qninkfij�e PhIips N, All rilb o rcsclr�ed, Q 2014 Koninklijk, Philips N.V. All rights reserycol, T E C' Vi N 0, Y �%w a % are, and 228 and tre En �:s G200-037 1 V14 1 of 3 www_ph0ips,ccnAurr,irare,s GARDCO G200-037 11/14 page 2 of 3 -ww.iihilips.coni.,'Ii),iiinaires Croc, no, or onsi of subs�it:Fanes. page wvvvv.cr<,Gi.cQm/hghll T (800) 236-6800 F (26Z) 504-5415 wwworee.com/lighting T (800) 236-6800 F (262) 504-5415 1 4/8/15 ARB & SITE PLAN COMMENT REVISIONS-4/7/1 5 DESIGNED: KJN 2 5/12/15 SITE PLAN COMMENT REVISIONS-5/6/15 DRAWN: CMH CHECKED: ETA NO. DATE Michael Baker Jr., Inc. a III I A Unit of ichael Baker Intemational ful 272 Bendix Road, Suite 400 g.fichael oaker Virginia Beach, Virginia 23452 Phone: 757-463-8770 INTERNATIONAL Fax: 757-463-0503 Fueling Station and Vehicle Wash Electrical Lighting Details N AfIOAL ELECTRICAL ENGINERS VIRGINIA BEAGH VA - 757-499-7223 WWW.PACE-ENGINEERING.COM 1,TH op KEITH J. NEUBERT > Lie. No. 048062 MARCH, 2015 SHEET EL2 I AM 120 LINE LED Page I of 3 121-EM LED Emergency Sconce ..® Generation 2 SPECIFICATIONS GENERAL; Each Philips Gardco 121-EM lurninaire is a wall mounted cutoff luminaire with integrated lensed LEDs mourced in a fixed array. Internal LED PERFORMANCE; components are totally enclose,! in a rain-ught, dust�tight and corrosion resistant housing. The housing, back plate and door frame ' are die cast aluminum, A choice of three (3) optical systems are available, Luminaires are suitable for. wet locations, rnounted in the normal downfight position.. EMERGENCY LIGHTING PERFORMANCE- When power is lost, Ic Philips Lighting 121-EM luminaires provide emorgency light output, for a minimum of 90 25 530 mA 150,000 minutes, to the lurnen values shown for Emergency Made operation on page 1> 700 mA 120,000 LED iAW TAGE AND LUMEN VALUES, 350 mA 1170,000 A combined Indicator Light/ Test Switch Is provided as part of the door frame 40',C 530 mA --] 130,000 —100000 and lens an every 121-EM lurrinaire. 700 mA resulting from the use of this publication. 121-EM Gen-2 is suitable for use in ambient terriperacure conditions frorn es net ate., Actual 40 °C (104T) maximum to -15"C (5'F) minimum. based an TSNA LNA-80 methodology. experience mayva,ydue bofield apnliCatrrl conditions. HOUSING: The single-pince stylized housing is die cast alumin urn .A memory 7. L, ,� is the pfedicred timewhen LED perforniance depr(ditcsto 70-, of .nibai lumen output retentive gasket seats the housing with the door frame to exclude moisture, electrostatically applied, thermally cured, vinglycidli dust, insects and pollutants r ` > m the lurninaire,A die cast ribbed backplate is FINISH. Each standard color himinaire receives a fade and abrasion resistant, included. electrostatically appked, thermally cured, triglytidal isocyanurate (TG IC) IP Rath -,g textured polyester powdertoat finish. Standard colors Include bronze (BRIP), DOOR FRAME: A 5ingle-piece die cast aluminum door frame integrates to black (131-P), white (W P), inatural alurrunum (NP) and beige (BGP). Consult die housing form.The door frame is hinged closed and secured to the housing factory for specifications on custom rotors. with two (2) captive stainless steel fasteners. A clear glass lens is supplied M approximate, H = I-icight Wall standard. A diffusing lens is optionaL LABELS: All luminaires bear either ETL {where applicable) Wet Location 0, 'above ground. e. labels= OPTICAL SYSTEMS. Philips Gardco 121 Generation 2 LED luminaires utilize lensed LED arrays set to achieve ES'Type 11, Type 111, and Type IV WARRANTY; Philips Gardco luminaires feature a 5 year limited warranty. distributions, as well as a Mediurn Throw distribution, Individual LED arrays phitips Gardco LED luminaires with LED arrays feature a 5 year limited are replaceable. Luminaires feature high performancin Class I LED systems, warranty covering this LED arrays and LED drivers, Emergency components Luminaires are Supplied standard with a clear glass lens, and batteries carry a I year warranty, Soo arrant Information an www. More information on the FSIR-100 Remote Prograrriming Tool is available at sitell ghting.com for complete details and exclusions. ELECTRICAL: Luminaires are equipped with an LED driver that aced' is senior settings, including' duration and dimming level on low, without the need to 120V through 277V, SWiz to 60h-z, input. Driver output is either 350 mA, connect any wires to the k�minaire� 530 mA or 700 mA, based on the LED wattage selected. Cornponent-to- UL—WH-700 component wiring withln the luminaire will carry no more than 80% of rated The F51 R-100 Wireess IR Prograniming Too[ is a handheld tool for setupand testing current and.. is listed by UL Plug disconnects are listed by UL. Power factor is of WattSiopper FSP-211. It provides wireless access to the FSP-211 sensors for setup not less than 90%. Maximum input warts in initiallintermittent charging mode and pa'ameter changes. for the batteries can vary from 2 Watts to 20 watts using nickel meta[-hydride 0 (NiMH) 3800 mAh batteries. Surge Protection provided standard. Meets Surge The FS1 R-100 display shows menus and prompts to lead you through each protector standard of 10KV110KA per Il 062.41,2 standard. process. The navigation pad providesa familiar way to navigate through che LED THERMAL MANAGEMENT; The 121-EM design provides deep cu5t.rnizilticn integral thermal radiation fins cast into the Lipper housing to assist in the thermal management so critical to long LED system life. Metallic screens are Within a certain mounting height of the sensor, the F5IR-100 allows modification of placed over the fins and imegrited to the housing to prevent the buildup of the system without remAdrig lidderi or tools simply with a touch of few buttons, dust, dirt; and contaminants, while permitting requireclair flow for cooling, 5700K ---------- JILL CUTOFF PERFORMANCE; Full cttoff performance means a luminaire distribution where zero candela intensity occurs at an angle at or aboye 90' above nad Iditiolially, the candela Per 1000 lamp kimens does not nurnerii:Oy exceed 100 4 10 percent) at a vertical angle of W above nadirThei applies to all lateral ingles around t ninaire- UTOFF PERFORMANCE! Cutoff performance means a lumiroure distribution Where the candela per 1000 l3rnp hirnenS does no t num. et i ail e xc ee d 25 (2.5 percenq 3ie at or above 90' above nadir. a+ 100 (10 percent) at vertical angle of 80° above nadir.This applies to all lateral angles around the lurninaire, Luminairet Corfigiratior) - 161 - APD. MRI; 161 will sconce with Autotic Profile Dirnmmgand Motion O wi ma Response Override (with integral motion sentar) combines the benefits of both automatic profile dimming and motion response. The luminaire will dim co $0% power, 50'/ light output, per the dimmirg profile shown for the 161-APD. if motion is detected during the time that the luminaire is operating at 50'/, the luminalre returns to 100% power and light output. The luminaire ren-,ains on high until no motion is detected for the din ation ptaricicl, after which the rumanatretaturns to low. Duration period is factory set at 10 minutes. APD-MR1 luminaires are available with 120V or 277V input voltages only. APP-MR1 luminaires use the identical motion sensor as MR lurninaires. A %.conce 7161 EID \ V al Addit'lonall Specificauonus (9 2014 Konmldijke Philips N.V. All rights reserved, Philips Lighting Imported by: Philips Lighting, Lisdings Warraiiity North America Corporation A division of Philips Electronics Ltd. 161 Luminaires feature a 5 year:hmitcd wa:'ranty, LED Philips reserves the right to make changes in specifications 200 Franklin Square Drive Somerset. NJ 08873 281 1-11llMOLW Rd, lelarkham, ON, Canada L6C 2$� cipabificy up to that of a 400W matif halide lumimuv, andlor to discontimp any product at any tirrie without notice, or obligarion and will no, be liable for any consequences Tel 855-486-2216 TeL 800,668,90nii 1Is. ell yes'llit,07)-ef"ext resulting from the use of this publication. In Motion Response (MR) luminaires, when no rriodon is detected for 10 minutes. the Fs at a h kinited warranty from the wn5Qr manufactur er, G200-037 11"14 'page 3of3 www.philips.com/Iuniiiiaii,es Each lummaire receives a fade and abrasion resistant, undo function. It takes you back one screen, Changes that were in process prior to Luminairet Corfigiratior) - 161 - APD. MRI; 161 will sconce with Autotic Profile Dirnmmgand Motion O wi ma Response Override (with integral motion sentar) combines the benefits of both automatic profile dimming and motion response. The luminaire will dim co $0% power, 50'/ light output, per the dimmirg profile shown for the 161-APD. if motion is detected during the time that the luminaire is operating at 50'/, the luminalre returns to 100% power and light output. The luminaire ren-,ains on high until no motion is detected for the din ation ptaricicl, after which the rumanatretaturns to low. Duration period is factory set at 10 minutes. APD-MR1 luminaires are available with 120V or 277V input voltages only. APP-MR1 luminaires use the identical motion sensor as MR lurninaires. A %.conce 7161 EID \ V al Addit'lonall Specificauonus Predicted Lumeo Depreolatioti Data' General Description Lisdings Warraiiity The Philips Gardco LED Wall Sconce 161 15 in emerged ijl.rCUL listed for wet locations when mounted in the 161 Luminaires feature a 5 year:hmitcd wa:'ranty, LED and enbanced'version of the 121. Providing eerier ranee downlight position, All 161 luminaires equipped with NW luminalres with LED arr'ay's featurea 5 year limited cipabificy up to that of a 400W matif halide lumimuv, or CVV are DcsignUghts Consortium"' Qualified. war ramy cuvering the LED arrays, LED drivers are covered ,Mhile using consida.rably less energy, 1Is. ell yes'llit,07)-ef"ext by a 5 year limited warrants, PiR sensors carry a 5 year In Motion Response (MR) luminaires, when no rriodon is detected for 10 minutes. the Fs at a h kinited warranty from the wn5Qr manufactur er, Hosising Each lummaire receives a fade and abrasion resistant, undo function. It takes you back one screen, Changes that were in process prior to Housing conttrucced. of die-cast aluminum; electrostatically applied, thermally cured, vinglycidli set to 10% with duration set at 10 minutes_. isoeyamirate (TGIC) textured polyester powdercoat finish. Z -e IP Rath -,g Standard colors are is listed- Consult factory for specs on TYPE LED ight engine rated IP66 (in down light application only), custonn colors. OnlOff 'IT —11T M approximate, H = I-icight Wall 134 Optical syste�ss 0, 'above ground. e. ARE—EDG-4MB—DA-06—E—UL—BZ-700 hoe. nu Back I lES Type 2. 3 and 4 distributions available. Mr uptight H 2H L t of Dow 11 (full cut -off} IV Select • F51 R-100 Wireless Remote Programming Tool: More information on the FSIR-100 Remote Prograrriming Tool is available at The FS1 R-100 Remote Programming Tool accessory permits adpusvnent of 161-MR A Predicted Lumeo Depreolatioti Data' Amblefit Driver mA L,, Hours' Temperature *C LED '\h"Vall Sconce 161 High pe-ff rmance and of the sensor, 180' around the lurninafre, when placed at a 20 foot mounting height, field. Value fields are usez to adjust parameter settings. They are shown in "less thaw 2-�� ------------------ — ----- 536 ImA ---------------- --- — ----- — ---------- I S 0 0 '14 14, se - T" 1Is. ell yes'llit,07)-ef"ext wIM3 111 7/i 7; r In Motion Response (MR) luminaires, when no rriodon is detected for 10 minutes. the mA Motion Response system reduces the wattage by 90%, to 1J f the normal constant /-, wattage, reducing the light level accordingly. VVILer, motion is detected by the PIR, undo function. It takes you back one screen, Changes that were in process prior to the lummaire returns to full wattage and full light output. Dimming or taw isfactory A vz' set to 10% with duration set at 10 minutes_. The approximate motion sensor coverage pattern is as shown below. Z -e 2 d, TYPE IV g§ S a fossese" aseas, 4, , --x t "-N c'a D f S I G H I I G H I S C us C 0 N S 0 R T I U M PHILIPS GAR CO. LED ,1V'.A\LL SCONCE 161 ............. — — --- -------------------- — — — — --------------- ..... . ....... -7 The Philips Garcico LED Wall Sconce 161 is an enlarged and enhanced .. ............. Mip version of the 121, providing performance capability up to that of a 40OW metal halide luminaire, while using considerably less energy, ,ow.� examphe� 161-CWL-2-70LA-6435-C\A/-tJNI�l-ERP --- - - ------------- - - ----------- . . . .......... Prefix Distribution Waistage UmTyp. Voltage Finish Options -qW L //AA -1 ECK IUW qq 1W E1:6:1:- w— I 161 -CWL Se—t- 161 LED 2 IES Type 2 ASO A cv, "onp-1120 jBRP Snorze, I M as Fusing distribution 70LA-6435 2 LED arrays 70 CRI 208 PCs, Button C response (120V or 3 IES Type 3 70VV '24 '0 NP Natural photocell tnot 1O4N:'egepN'"Mg 0110LA-9635 2 LED arrays, 70 CRI 277 WP White avOnble with 277V only) 1161. D CC' 161 with dual circus t 16S Type 4 I'low WW 3000'K 347 CC Optional 161-DCC) control d is tributione 530mA 70 CRI cir (specify DIL Djffus,rg lent 10-01M 161 with 0-10V diniming BOLA 6453 2 LED an'tys, UNIV 120-277V A optional color WS Surface mount controfl�d by others or RAL ex� conduit food 161-AFD 161 with automatiQ 170LA-9653 2 LED arrays OC-LGP or junction box profile dimming (I 20V s 170W RAL7024LI 3. thre 277V ONLY) SC, Special color 161-APD-MRI 161 with auto,riedc I50LA-6470 2 LED arrays, (sp"ify' must profile dimming are 150W supply color motion response 220LA-9670 2 LED arrays, chip) override -- integrated 220VV is motion sensor { 116V or 277V ONLY) Footnotes:..... Fo: m'�ireswlh ir Fw 27 TV 'W �r 18'3 u r' oZ 'IVU� 1b ", wifn 'CIUA 9,3, 1"OLA -')',A 967t. -R-) ,,.ftage, -V cni", ('lov"le, ir"Put Actessories (order sepamrately) DesQrk, ption - FS1111-100 - MR hand held programmer (For use with 'MR'morion response when Housin Die cast housing field programming is required). If desired, only one is needed per job. Finish: Fainted finish only Features Lens: Light enghiQs will be sealed IP66 (in downlight application only). Tempered flat ,giass and diffusegJass ten s 7 tion Complements the 121 wail sconce Mounting: Wall mounted only Perfect companion tv Philips Gardco PureForm site and area fuminaWes Supply connection; 90'C supply wire minimum (supplied by others) Type 2, 3-and 4 optical dist ributions avaiiablie Driver: 120.277VAC and 347-480VAC non-class 2, constant current driver 350MA full cutoff performance minimizes glare and light trespass and 530mA, 700mA 0-10VDC dimming 10kA surge protection provided a; tandard, meeting AN51 C62,41�2 Light enginei LIEDgine 32,48 LEDs, LEDgine optics � ticrylic. ES distributions - 2, 3, and 4. 0% Lipli7hr (full cut-off). Agency approvahn ULICUL listed for wet locations when mounted in the downight Exceptiona! performance can reduce pole requirements on a site position, All 161 lumirtares equipped with NVV or CW are DesignLights Consortuim' Motion response and control options available for additional energy savings qualified Performance equivcltuit to 400VV HID while utilizing less energy tis ell 14ps (,c',2013 Koninkiike Philips N.V. (Royal Philips). All rights reserved. Specifications are subject to change without notice, www,pluilps,comfluminaires AV- -M— G200 046 07113 page I of 4 GARDCO A LED Sconce 161 LED Watiot".-age and Liclinei- Valcleis Diiiviei'n-dsar;-% 02' L - 203 7 crn 8, L I cm Approximate luminaire weight -- 40lbs (18,151kg) * 2013 Koninkflike Philips N.V. (Royal Phihips), Ail rights rLservdd. Specifications are subject to change without notice. www,philip,q,comilunninajre.s G200.046 07/13 page 2 of 4 F oot n orP 't tit iu:--gen-m-"'tryhr 8% 6-e to, LED 'Aaatage—hovr .-agefot I 20V ui ', h 277V 'n A Cj_j" �.ige , a>, V�,.',-y Ly a, 1 'j & I 10% d"e to oac"ijiil nou L PCtrorm""'Ce c I'cd fr'om LED rrznufa_ rers Llatto� de-gr' 3 I irr a tu& t h e 1,,h,- LH� pe,fcr- a to 70% tr' gob jj lime- out�;.Iol, LED VVall Sconce 161 Utriiiinaire Cris-ifiquiratkri hnuforrmtkin 141-CWL: 161 LED sconce povklmg constant wattage and constant light output Predicted Lumeo Depreolatioti Data' Amblefit Driver mA L,, Hours' Temperature *C VOLTS FSP-211 cqwpped with an FS-1-3W lens, capable of detecting motion within 20 feet Once active, use the Sefecr buiton to move to a menu or function within the active of the sensor, 180' around the lurninafre, when placed at a 20 foot mounting height, field. Value fields are usez to adjust parameter settings. They are shown in "less thaw 2-�� ------------------ — ----- 536 ImA ---------------- --- — ----- — ---------- I S 0 0 arrow keys. In general the tip key increments and the down key deeremants a nv"" value, Selections wrip,around if you continue to press the key beyond maximum or In Motion Response (MR) luminaires, when no rriodon is detected for 10 minutes. the mA Motion Response system reduces the wattage by 90%, to 1J f the normal constant Home button takes you to the main menu, The Back button can be thought ofasap wattage, reducing the light level accordingly. VVILer, motion is detected by the PIR, undo function. It takes you back one screen, Changes that were in process prior to the lummaire returns to full wattage and full light output. Dimming or taw isfactory i00 set to 10% with duration set at 10 minutes_. * 2013 Koninkflike Philips N.V. (Royal Phihips), Ail rights rLservdd. Specifications are subject to change without notice. www,philip,q,comilunninajre.s G200.046 07/13 page 2 of 4 F oot n orP 't tit iu:--gen-m-"'tryhr 8% 6-e to, LED 'Aaatage—hovr .-agefot I 20V ui ', h 277V 'n A Cj_j" �.ige , a>, V�,.',-y Ly a, 1 'j & I 10% d"e to oac"ijiil nou L PCtrorm""'Ce c I'cd fr'om LED rrznufa_ rers Llatto� de-gr' 3 I irr a tu& t h e 1,,h,- LH� pe,fcr- a to 70% tr' gob jj lime- out�;.Iol, LED VVall Sconce 161 Utriiiinaire Cris-ifiquiratkri hnuforrmtkin 141-CWL: 161 LED sconce povklmg constant wattage and constant light output You navigate from one field to another using �up) or (down) arrow kevs, T he active when power wn the luminaire is energized, field is indicated by flashing alt mates between yeltow text an blact. background and TILT Nack text, on yellow background.) 161-MR; Luminaires include a passive infrared (PIR) motion sensor, WattStoppere VOLTS FSP-211 cqwpped with an FS-1-3W lens, capable of detecting motion within 20 feet Once active, use the Sefecr buiton to move to a menu or function within the active of the sensor, 180' around the lurninafre, when placed at a 20 foot mounting height, field. Value fields are usez to adjust parameter settings. They are shown in "less thaw and mounted on a wall. A,ailabe in 120V or 277V input only, Motion sensor off state grejter�th3n" �yrnba(s: <value>, Ciru,,e active, rhange them using (left),Lnd (rIght) power is 0,0 watts. arrow keys. In general the tip key increments and the down key deeremants a TYPE value, Selections wrip,around if you continue to press the key beyond maximum or In Motion Response (MR) luminaires, when no rriodon is detected for 10 minutes. the minimum values, Moving away from the value fi0d overwrites the original value� The Motion Response system reduces the wattage by 90%, to 1J f the normal constant Home button takes you to the main menu, The Back button can be thought ofasap wattage, reducing the light level accordingly. VVILer, motion is detected by the PIR, undo function. It takes you back one screen, Changes that were in process prior to the lummaire returns to full wattage and full light output. Dimming or taw isfactory pressing she key are lost. set to 10% with duration set at 10 minutes_. The approximate motion sensor coverage pattern is as shown below. 2 TYPE IV 5 id e C�w*,,rage Pattern Top co,'osragic Pattern z I Distances Are OnlOff 0 M approximate, H = I-icight Wall 134 208V 0, 'above ground. e. ARE—EDG-4MB—DA-06—E—UL—BZ-700 hoe. nu Back I , '' oi Up H 2H L t of Dow 11 Right/Next IV Select • F51 R-100 Wireless Remote Programming Tool: More information on the FSIR-100 Remote Prograrriming Tool is available at The FS1 R-100 Remote Programming Tool accessory permits adpusvnent of 161-MR watt5t0DPCrCn1, senior settings, including' duration and dimming level on low, without the need to 14'-6" AFG connect any wires to the k�minaire� The FS1111-100 Wireless Remote Programming Tool can be used to adjust UL—WH-700 sensor settings on 161-MR luminaires ONLY, it cannot be used to adjust The F51 R-100 Wireess IR Prograniming Too[ is a handheld tool for setupand testing sensor settings on the 161-APD-MRI. of WattSiopper FSP-211. It provides wireless access to the FSP-211 sensors for setup IV and pa'ameter changes. 161 DCCi 161 LEE) sconce provided with dual circuning, permitting separate 0 switching of eich LED a rrsy. None. for luminaires with input Yoltoges above 277V The FS1 R-100 display shows menus and prompts to lead you through each f347,480 o BAVU) the 1161-DCC is avielable with 110LA-9635, 170LA-)653 and process. The navigation pad providesa familiar way to navigate through che 220LA-9670 LED wattages only, cu5t.rnizilticn 1161 -DIM: 161 LED sconce provided with 0-10V dimming for connection to 'a Within a certain mounting height of the sensor, the F5IR-100 allows modification of control system provided by others. the system without remAdrig lidderi or tools simply with a touch of few buttons, 14,181 5700K 1161•APD: 161 LED sconces with: Automatic Profile Dimming, are provided with :a, The PSIR-100 IR transceiver allows bi-directional communication between the pgogramiriable driver, progrzanrined to go to 50% power, 50% light output two (2) FSP�211 and the FSIR-100 programming too! � Sfmp�e menu screens let you see hours prior to ni8ht time mid-point a,sd remain at 50% for sh,. �6 ' ) hoursafter right the current status ofthe system and make changes, It can change FSP,211 sensor time mnrl- point. Mid-ipomt is continuously recx�rutited by the programmable driver parameters such as high/low mode, sensitivity, sane delay. cut off and snare. With the based on the average mid-point of the last two full night cycles. Short duration FSIR-100 you can also establish and store F5P-211 parameter profiles. cycles, and power interruptions are ignored and do not affect the determination of fnid-point. The FS1 R-100 operates on three standard I.SV AAA Alkalme batteries or three rechargeable AAA NiMH batteries. The battery statkis displays in the upper right 161-APD is available in 120V th, ough 277V mpuz only, corner of the deplay, Three bars next to RAT= indicates a full battery charge- A warning appears on the display when the battery level falls below a Minimum APE Dim"ttsi? llsro fft- acceptable lovel. To conserve hatterypower, the FS'll't-100a ten maticAlly shuts off 10 minutes after the last key press, 2 Hours 6 Hours 100% 100% so% Power On Mid Point Power Off ✓ 2013 Koninklijke Philips N.V. (Royal Philips), All rights reserved Specifications are subject to6ange, without notice. www.philips.corn/tuminaxes G200-046 0713 page3of4 LIGHTING FIXTURE SCHEDULE & TYPE DISTRIBUTION LUMENS COLOR TEMP. TILT LLF INPUT WATTS VOLTS MOUNTING HEIGHT MODEL # QUANTITY A TYPE 11 10,842 5700K 0 to 134 208V 23' AFG ARE—EDG-2M—DA-06—E—UL—BZ-700 2 TYPE IV 8,481 5700K 0 1.0 134 208V 23' AFG ARE—EDG-4MB—DA-06—E—UL—BZ-700 9 )Z�S_ rLl TYPE IV 6,328 5700K 0 1.0 73 120/277V 14'-6" AFG CAN —228— PS—RM-03— D— UL—WH-700 4 ZC TYPE IV 3,139 5700K 0 1.0 37 120V 15'-0" AFG 121—EPI-3-35LA-1-1670—CW—UNV—BRP 6 TYPE IV 14,181 5700K 0 1.0 170 120V 8'-0" AFG 161 —CWL-4-170LA-96—CW—UNV—BRP 10 No L i. of o}ff :n „ Ifilfilr�/ Co 2013 Komnklijke PHips N.V. {Royal Philip• ), All rights reserved. Philips Lighting Company. Philips Lighting Company NICAL ELECTRICAL ENGINERS fPHILIPS Specifications are subject to change without notice. '200 Franklin Square Drive 2el Hiliniount Road VIRGINIA BEACH VA - 757-499-7223 www.philips.com/ikjrniniires Somerset, NJ 08873 Markham ON, Canada L6C 2S3 WWWPACE-ENGINEERINGCOM g P4one: SSS•486-2216 Phone: 800-668-9008 G200-046 07113 page 4of4 V1 T Hop,,, KEITH J. NEUBERT Lie, No. 048062 X 07/ 1 5 10NAL, 12032, 111 1 4" 1 4/8/15 ARB SITE PLAN COMMENT REVISIONS-4/7/15 MARCH, 2015 v DESIGNED: KJN ....... ..... Fueling Station and Vehicle Wash Michael Baker Jr., Inc. 11 in-luni't10 2 5/12/15 SITE PLAN COMMENT REVISION S-5/6/1 5 A Unit of Michael Baker Intemctional SHEET ty DRAWN: CMH Michtael Boakiar 272 Bendix Road, Suite 400 Service Auth6ri 'Virginia Beach, Virginia 23452 Phone: 757-463-8770 Electrical L ighting Details E L 3 CHECKED: ETA I N T E R N A T 1 0 N A L Fax: 757-463-0503 &k g, NO. DATE