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HomeMy WebLinkAboutSDP202100072 Plan - Other (not approved) 2022-01-13SPECTRUM DESIGN architects I engineers PLAZA SUITE 1 1 10 CHURCH AVENUE SE ROANOKE, VA 24011 540 . 342 . 6001 FAX: 540 . 342. 6055 www.spectrumpc.com PROJECT NUMBER: H OA MICHAEL A. RAKES Lic. No. 28199 Aug. 23, 2021 21034 CITY OF CHARLOTTESVILLE AVON FUEL STATION 1505 AVON STREET EXT CHARLOTTESVILLE, VA 22902 CONSTRUCTION DOCUMENTS AUGUST 23, 2021 INDEX OF DRAWINGS COVER SHEET OWNER: ARCHITECTURE R.J. NARKIE A100 VEHICLE FUELING ISLAND PLAN, CANOPY & CANOPY REFLECTED CEILING PLANS, CHARLOTTESVILLE, VIRGINIA, EQUIPMENT RACK DETAILS PHONE: (434) 970-3664 A101 ELEVATIONS, SECTIONS, & DETAIL CIVIL APPLICANT: C001 GENERAL NOTES C100 EXISTING CONDITIONS SPECTRUM DESIGN C101 DEMOLITION PLAN 10 CHURCH AVENUE SE C101A DEMOLITION PLAN FUEL STATION ROANOKE, VIRGINIA, 24011 C102A DIMENSIONAL AND UTILITY PLAN PHONE: (540) 342-6001 C102B DIMENSIONAL AND UTILITY PLAN C501 CONSTRUCTION DETAILS & NOTES PROJECT INFORMATION: C502 NOT USED TAX MAP: 00100 ELECTRICAL PARCEL NUMBER: 77E1-1 E001 LEGEND, SCHEDULES AND CALCULATIONS OWNER: CITY OF CHARLOTTESVILLE E002 ELECTRICAL SPECIFICATIONS WATERSHED: RIVANNA E102A ELECTRICAL SITE PLAN ZONING DISTRICT: LIGHT INDUSTRIAL E102B ELECTRICAL SITE PLAN NOTE - PROPERTY INCLUDES THE FOLLOWING OVERLAYS: E501 ELECTRICAL DETAILS AIRPORT IMPACT AREA, STEEP SLOPE OVERLAY, FLOOD HAZARD OVERLAY MAGISTERIAL DISTRICT: SCOTTSVILLE SETBACKS: FRONT MINIMUM: 10' FRONT MAXIMUM: NONE SIDE AND REAR MIN: STRUCTURE 507PARKING 30' FROM ALL RESIDENTIAL PROPERTY SIDE AND REAR MAX: NONE SOURCE OF TOPOGRAPHY: A CAD FILE OF THE TOPOGRAPHICAL BY KIRK, HUGHES, AND ASSOCIATES DATED MARCH 8, 2005 PREVIOUS SITE PLAN APPROVALS: SDP1987-20; SDP1990-82; SDP1991-44; SDP1992-30; SDP2001-101; SDP2005-106; SDP2006-131; VARIANCE: VA1988-48 ABUTTING PARCELS ZONING AND USE 77E2-0 LIGHT INDUSTRIAL - MINI WAREHOUSE 77E2-3 LIGHT INDUSTRIAL - OFFICE BUILDING 77E2-1 LIGHT INDUSTRIAL - VACANT INDUSTRIAL 77E1-1D LIGHT INDUSTRIAL - INDUSTRIAL LIGHT MANUFACTURING 77E1-1C LIGHT INDUSTRIAL - STORAGE WAREHOUSE 77-16 VACANT RESIDENTIAL DUE TO AERIAL LIMITATIONS NO BUILDING OR STRUCTURE SHALL EXCEED 150'. PARKING FOR AVON FUEL STATION WILL REMAIN THE SAME 42 SPACES FOR BUS PARKING, AND 107 ADDITIONAL SPACES ON THE PROPERTY. PROJECT LOCH 1505 AVON STR CHARLOTTESVI APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBERMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT O Q O z U w )1:T OM �o � N SPECTRUM DESIGN architects I engineers CONT P.T. 2xWD BLOCKING (TYP) 2x10 P.T. JOISTS 0 16" OC; CUT AS SHOWN (TYP) — DASHED LINES INDICATE P.T. 2x6 GABLE TRIM BEYOND CUT AS SHOWN (TYP 0 EXT GABLES; PAINT) PREFINISHED ALUM DRIP EDGE 6. (TYP) JOIST BRG 2x6 P.T. WD FASCIA; PAINT (TYP) PROVIDE CONT P.T. BLOCKING 0 BOTT BTWN P.T. 2x8 BEAM's AS SHOWN & VERTICALLY BTWN P.T. 2x8 BEAM's 0 GABLE ENDS FOR CLOSURE (TYP; PAINT) EQUIPMENT, QUANTITY AND TYPE AS INDICATED ON PLANS. CONT P.T. 2xWD BLOCKING (TYP) 2x10 P.T. JOISTS 0 16" OC; CUT AS SHOWN (TYP) PREFINISHED ALUM RAKE EDGE (TYP 0 GABLES) 2x6 P.T. WD GABLE TRIM; PAINT (TYP) 1/2" EXT GRADE PLYWD SOFFIT; PAINT (TYP) 2" DIA ALUM SOFFIT VENTS w/INSECT SCREEN CENTER IN JOIST SPACES (TYP OF 10) — 3" SQ STEEL POST; PAINT (TYP OF 2) KINDORF PIPE STRAP, SIZE AS REQUIRED, TYPICAL. 1Rmar- W FIN GRADE a N FIN GRADE N Q POST V-7 1 /2" Ir 2" CONT SHINGLE OVER RIDGE VENT (TYP) ASPHALT SHINGLES OVER 15# FELT ON 1/2" EXT GRADE PLYWD SHEATHING (TYP) 12" 6- 2'-0- (TYP) I I I I I I I -_ CROSS SECTION 5'-6" STARTER COURSE 2 ASPHALT SHINGLES (TYP) 1/2" EXT GRADE PLYWD SOFFIT; PAINT (TYP) 2" DIA ALUM SOFFIT VENTS w/INSECT SCREEN CENTER IN JOIST SPACES (TYP) BEAM: 2-CONT P.T. 2x8's, MECH ATT TO STEEL POSTS w/ 2-1/2" DIA THROUGH BOLTS; PAINT (TYP) 3" SQ STEEL POST; PAINT (TYP OF 2) U-BOLTS, TYPICAL POST V-7 1/2" CONT SHINGLE OVER RIDGE VENT (TYP) ASPHALT SHINGLES OVER 15# FELT ON 1/2" EXT GRADE PLYWD SHEATHING (TYP) BEAM: 2-CONT P.T. 2x8's, MECH ATT TO POSTS w/ 2- 1/2" DIA THROUGH BOLTS; CENTER ON POST; PAINT (TYP) EQUIPMENT, QUANTITY AND TYPE AS INDICATED ON PLANS. MOUNTING RACK AND CONDUITS SHALL BE PAINTED WITH TWO COATS OF RUST INHIBITING — — ENAMEL. (COLOR AS SELECTED BY ARCHITECT). I LONGITUDINAL SECTION 1-1/2"x1-1/2" KINDORF, TYPICAL. AS REQUIRED FOR EQUIPMENT AND CONDUIT SUPPORT. — U-BOLTS, TYPICAL FIN GRADE III=1=11=III=111- II �I Illl1111llllli„Ili- e` I II I I I-11='' i'-III=' II-III- III=1 i' II-1r CONCRETE, TYPICAL. EQUIPMENT RACK MOUNTED AT GRADE DETAILS NOT TO SCALE 1/A101 (SIM OPP HD) PROVIDE CONTINUOUS EXP JT w/ SEALANT BTWN CONC ISLAND SLAB AND CONC DRIVE SLAB PAVEMENT (TYP) PROVIDE 8" DRIVE AISLE 2 PROVIDE ABSORBENT BARREL T00A1 CONCRETE PAVING (TYP) A100 A100 PROVIDE EMERGENCY SPILL BOX A0 DASHED LINES INDICATE VEHICLE FUELING CANOPY PROVIDE 8" ISLAND ABOVE (TYP OF 2) CONCRETE SLAB TYP p pv � 1 ,I � A5 _ 1 I A •I 1• . Q. 1 A 1.• 1. p A. 1 Es,O po O o 0 1 O A 0 O O _ p' •0 10 Y 8- . 0 1 0 0 0 re O 1, . STL BOL,LAR[ISp' 1 p I 1 a 0 V p 1 A p PROVIDE FUEL'TANK PROVIDE.DBL•DI-1- o A I A I' fff I PROVIDE DEF DIESEL' o p• p 1 .. V .1 0 '1 ADDITIVE, •'a ° p. 1. N p o PROVIDE FUEL . 0 0 o A o 0 0 0 'A vdr o r0 0' o' I 0 D 0 0 0 1 CONTROLLER p 1 4'-3" A 01 p p 1 p 1 A p. p PROVIDE FUEL TANK PROVIDE. 'PROVIDE FUEL. PROVIDE PROVIDE STEEL BOLLARDS PROVIDE FUEL DISPENSER CONTROLLER AIR MACHINE AS SHOWN REF DIET 5/A101 (TYP OF 47) , FUEL DISPENSER CANOPY GUTTER BY CANOPY MANUF (TYP OF 2) CANOPY COLUMN BY CANOPY MANUF. 10" SO MAX (TYP OF 2) 3 A101 CANOPY BY CANOPY MANUF (TYP) — CANOPY SOFFIT PANELS BY CANOPY MANUF (TYP) CANOPY GUTTER BY CANOPY MANUF (TYP OF 2) — SIDING PER CANOPY MANUF (TYP, REF ELEVS AND SECTIONS) 24'-0" LIGHT PER CANOPY MANUF; CENTER IN SOFFIT PANEL (TYP OF 4 PER CANOPY AS SHOWN, REF ELECTRICAL) 0 o J U Li 0 0 0 0 M 0 U ® c 0 VEHICLE FUELING ISLAND PLAN m A1Do' 1/8"=V-0" �J PLAN NORTH CANOPY GUTTER BY CANOPY MANUF (TYP OF 2) CANOPY COLUMN BY CANOPY MANUF. 10" SO MAX (TYP OF 2) 3 A101 PROVIDE FIRE EXTINGUISHER; STRAP TO COL (TYP; 1 PER CANOPY) — CANOPY BY CANOPY MANUF (TYP) CANOPY GUTTER BY CANOPY MANUF (TYP OF 2) SIDING PER CANOPY MANUF (TYP) 24'-0" 0 J U 0 0 0 0 M 0 U 0 0 12'-0"DI L 12'-0" 12' 0"DI L 12' 0" CANOPY REFLECTED CEILING PLAN 1/4"=V-0" PLAN NORTH CANOPY PLAN Plaza Suite 1 10 Church Avenue, SE Roanoke, VA 24011 540.342.6001 SPECTRUMPC.COM NEW CONSTRUCTION FOR AVON FUEL STATION Spectrum Design Project No.: 21034 (PAVI�D H 0 VENABLE y . 8832, 2021tTEC� PRO-1. MGR.: CHECKED BY: DRAWN BY: DCV DGM DGM SHEET ISSUE DATE: 08.23.2021 PROJECT PHASE: BID DOCUMENTS REVISION NUMBER DATE KEY PLAN: SHEET NAME: VEHICLE FUELING ISLAND PLAN, CANOPY PLAN NORTH & CANOPY REFLECTED CEILING PLANS, EQUIPMENT RACK DETAILS PROVIDE HIDDEN DOWNSPOUT BY CANOPY MANUF FROM PERIMETER GUTTER TO COLUMN AND EXTEND CONCEALED INSIDE COLUMN TO GRADE. PROVIDE OUTLET AT GRADE. (TYP OF 2 PER CANOPY; REF SECTIONS FOR MORE DETAIL) PROVIDE HIDDEN DOWNSPOUT BY CANOPY MANUF FROM PERIMETER GUTTER TO COLUMN AND EXTEND CONCEALED INSIDE COLUMN TO GRADE. PROVIDE OUTLET AT GRADE. (TYP OF 2 PER CANOPY; REF SECTIONS FOR MORE DETAIL) SHEET NUMBER: Al 00 SIDING PER CANOPY MANUF (TYP) BOLLARDS SEE PLAN FOR OCATION MACHINE BEYOND EMERGENCY SPILL SLAB (TYP)_ V V INDICATE LONG FDN BOX BEYOND BEYOND PER AND DETAIL THIS CANOPY MANUF SHEET(TYP) DASHED LINES (TYP) INDICATE GONG FDN BEYOND PER CANOPY MANUF (TYP) VEHICLE FUELING CANOPY 1 ELEVATION A A101 1/4"=1'-0" CANOPY BY CANOPY MANUF (TYP) 0 M SOFFIT PANELS PER FUEL TANK BEYOND CANOPY MANUF (TYP) (TYP) FUEL DISPENSER COLUMN BY BEYOND (TYP) CANOPY MANUF. 10" SO MAX (TYP OF 2 PER CANOPY) STL BOLLARD SEE DET THIS SHEET (TYP) 8" THK CONCRETE ISLAND SLAB 8" THK DRIVE AISLE (TYP) CONCRETE PAVING (TYP) Sk 9„ Tuv nonio nice o CONCRETE PAVING (TYP) SIDING BY CANOPY MANUF(TYP) — CANOPY GUTTER BY CANOPY MANUF (TYP OF 2) — DASHED LINES INDICATE HIDDEN DOWNSPOUT BY CANOPY MANUF; EXTEND CONCEALED TO COLUMN AND TO OUTLET AT GRADE AS SHOWN (TYP OF 2) — FORM AROUND BRG/BASE PLATE AS SHOWN. POUR SEPARATELY w/ Z" EXP JT SURROUND (TYP) — CANOPY BY CANOPY MANUF (TYP OF 2) SLAB (TYP)V .��..� DASHED LINES INDICATE GONG FDN BEYOND PER CANOPY MANUF VEHICLE FUELING CANOPY (TYP' 2 ELEVATION A100 A101 1/4"=V-0" 0 BASE PLATE AND ANCH BOLTS PER CANOPY MANUF (TYP) GONG FOUNDATION PER CANOPY MANUF/ (TYP) SOFFIT PANELS BY CANOPY MANUF (TYP) COLUMN BY CANOPY MANUF. 10" SO MAX (TYP OF 2 PER CANOPY) FIRE EXTINGUISHER; STRAP TO COLUMN (TYP 1 PER CANOPY) °4 •d .,L 1. d 8.. Cokumf ERG PLATE, FDN (TYP) ED I ED 4'-0" 0 m 8" CONC ISLAND SLAB SIDING BY CANOPY MANUF (TYP) — CANOPY GUTTER BY CANOPY MANUF (TYP OF 2) DASHED LINES INDICATE HIDDEN DOWNSPOUT BY CANOPY MANUF; EXTEND CONCEALED TO COLUMN AND TO OUTLET AT GRADE AS SHOWN (TYP OF 2) — J' EXP JOINT w/ SEALANT SLOPE 8':1'-0" 8" THK DRIVE AISLE CONCRETE PAVING (TYP) BASE PLATE AND ANCH BOLTS PER CANOPY MANUF (TYP) FORM AROUND BRGBASE PLATE AS SHOWN. POUR SEPARATELY w/ J' EXP JT SURROUND (TYP) — TROUNCED CONCRETE TOP — CONCRETE SURFACE SEE STRUCT/CIVIL - 0 c� 6" 0 GONG FILLED STEEL PIPE BOLLARD (PAINT; TYP) 8" THK GONG ISLAND SLAB (TYP) 3000 PSI CONCRETE AGGREGATE BASE (TYP)_y" BOLLARD DETAIL 1/2"=l'-O" NOTE: WDIAMETER SCH 40 STEEL PIPE BOLLARD FILLED WITH 3000 PSI CONCRETE. PAINT WITH RUST PROHIBITIVE PRIMER AND ENAMEL. PAINT CONCRETE® TOP, DON'T PAINT ® BASE FIRE EXTINGUISHER; STRAP TO COLUMN (1 PER CANOPY; TYP) FUEL TANK BEYOND SOFFIT PANELS BY CANOPY MANUF (TYP) FUEL DISPENSER COLUMN BY BEYOND CANOPY MANUF. 10" SO MAX (TYP OF 2 PER CANOPY) STL BOLLARD. SEE DET THIS SHEET (TYP) 2" EXP JOINT w/ SEALANT II II 8" THK DRIVE AISLE CONCRETE PAVING (TYP) SLOPE e':1'-O" n °a. ° GONG FOUNDATION ' 8" THK GONG ISLAND PER CANOPY MANUF SLAB (TYP) (TYP) COkUM 1,BRG PLATES, FDN (TYP) COW ,BRG PLATES, FDN (TYP) EO EO ED ED 4'-0" I. I. 4'-0" 0 M CANOPY BY CANOPY MANUF (TYP OF 2) CANOPY GUTTER BY CANOPY MANUF (TYP OF 2) in CANOPY BY CANOPY MANUF (TYP) 0 M SPECTRUM DESIGN architects I engineers Plaza Suite 1 10 Church Avenue, SE Roanoke, VA 24011 540.342.6001 SPECTRUMPC.COM A NEW CONSTRUCTION FOR AVON FUEL STATION Spectrum Design Project No.: r D C L;c. No. 8832 AUG 23, 2021 9 Rem ,'T ec PROD. MGR.: CHECKED BY: DRAWN BY: DCV DGM DGM SHEET ISSUE DATE: 08.23.2021 PROJECT PHASE: BID DOCUMENTS REVISION NUMBER KEY PLAN: SHEET NAME: ELEVATIONS, SECTIONS, & DETAIL 21034 DATE VEHICLE FUELING CANOPY SECTION 00 A101 1/4=1'-O" VEHICLE FUELING CANOPY SECTION 1/4"=1'-0" SHEET NUMBER: Al1 i SURVEY NOTES 1.) HORIZONTAL DATUM: NAD-83 (VIRGINIA SOUTH ZONE) 1 2.) VERTICAL DATUM: NAVD-88 BENCHMARK: CITY OF CHARLOTTESVILLE GIS PROJECT STATION 111 (BRASS DISK), LOCATED AT THE NORTHEAST INTERSECTION OF STATE ROUTE 631 (5TH STREET EXTENDED) AND THE EXIT RAMP FROM THE INTERSTATE 64 WESTBOUND LANE. ELEVATION = 416.74' — TEMPORARY SITE BENCHMARKS SET AND SHOWN ON MAP. 3.) THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE FOLLOWING SOURCES WERE UTILIZED IN DRAFTING THE LOCATIONS OF UNDERGROUND UTILITIES: FIELD SURVEYS OF MARKED LINES, AND AS —BUILT PLANS AND SITE PLANS PROVIDED BY THE CITY OF CHARLOTTESVILLE AND THE UTILITY COMPANIES. NO UNDERGROUND INVESTIGATION OF UTILITIES WAS PERFORMED. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. UTILITY OPERATORS: GAS — CITY OF CHARLOTTESVILLE TELEPHONE — SPRINT CABLE TELEVISION — ADELPHIA WATER — ALBEMARLE COUNTY SERVICE AUTHORITY SANITARY SEWER — ALBEMARLE COUNTY SERVICE AUTHORITY, RNANNA WATER & SEWER AUTHORITY ELECTRIC — DOMINION ENERGY 4.) MISS UTILITY CONTACT INFORMATION: TELEPHONE: 1-800-552-7001 TICKETS: # B436200459 5.) THIS TOPOGRAPHIC SURVEY WAS PREPARED WITH THE AID OF AERIAL PHOTOGRAMMETRY PERFORMED BY VIRGINIA RESOURCE MAPPING, WITH PHOTOGRAPHS DATED APRIL 15, 2004. ONLY THE AREAS WITHIN THE SURVEY LIMITS SHOWN HEREON WERE FIELD INSPECTED OR VERIFIED BY KIRK HUGHES AND ASSOCIATES. W 55 I + w k20 k16. LEGEND 0 = MANHOLE \ D4 = WATER VALVE = FIRE HYDRANT a ® = WATER METER j = LIGHT POLE / LAMP POST $ = UTILITY POLE ,A = GUY POST & WIRE = STORM DRAINAGE MANHOLE ® = SANITARY SEWER MANHOLE Qo = HEAT PUMP / AIR CONDITIONER M = GAS VALVE p = GAS METER ® = POST or BOLLARD s = SIGN POST ® = MONITORING WELL 12 = SANITARY SEWER STRUCTURE 34 = STORM DRAINAGE STRUCTURE CSw cc nd GRASS ao c N � 0 k21 + l N w U 51 h2 Z LU w N Y Z J I Z U C � N 1 6 a21 m C N � 15 h2 + o� a2� 6 ti QP��N�G ';�p C f 91 ' r J F_ — d0 P`' I a I 5 1 +i cn 406. XCLF n15 2 CC x I _ GATE xe I O °6 9+ + L_ AT_J a + a112 \ r cc N Q U a11' Gv CD + + k116 \N w w U r Iw \\ h06. + I3 f k12 6 I U \ `� Ey0 2 x S k11 p I GPO` � GG ~k I os l�G OS` + p I x + x o ASS o I r G o k 3 x CC CSW O CSw QX G a110 X 1 T s T T T s 7_X_1_PEGL 1"PE GL x x x x x 0 w Z U U t^ 15"RCP SD O LL o m¢ w — — — — — — — — — — — — — — — — — — — — o w Za xo I GC � S2 S X t 3 I Arc S�yP s�tieE N m j k h1k5 k156 I P�Q�p�, ! SSPI`OQ aoN p0.9 I pp oS QJloc. G 2�y a16? + f I p12 ♦ 10 0 � Z w -❑ F- x w J ❑ N I a CC CG I o 0 p116+ GRASS d15�f GRASS I + J� Go ° ❑ x � z J&9 1"PE GL 0 3' x C m y° Ong M x x� y N a1 I E "5 r 2" R CE 6 + I + k15 xe'xi CONC. + 16. sOS,�10N A VPs SZP Al N p��1NG X U, II 2 �1a 6 cal W � + N 2 c Tn �I e �12 J BPS F,F + I 5 � ❑ OtFy (C 11 0 �1C A15 6 h1 U � + I + wx + k15° U N Cn P+ I sy �2 I X IN N 10 2 k11? I aA, �S x k155 d1g G� C C + X + cn + 9 W CA O O �'( X 6 oE� s �oPGp � �a s p1 N G16g Cn + �11 e ❑ Cn N N C C N y + ss 0 G� a21' 1 O O O O O C o O O O O W O O O O N N U + k266 0 0.' 0 0 C y 0 0 O O 0 000 k250 000 0 0 0 GRASS 0 0 0 GRASS + 0 0 0 000 CC 00 0 CC o00 2a 6 4� eta U ti N 0_ Sys � 91 S 0 O U V�JZ Of X 3b J O�G C J se' Q G o 13 LL a0 0 X k19 k19 0 o + x G U JPp\• J + h y P c0`'G k163 + 40° x X x—\yk�ly-4 l \ \ \ \ x i10 + k00 e+ G _p� "°80 Nov GPP k1� k Jv�\G + P + k16? FRAME w C w N w +Q� to os.�Ea I EP 0Ln � 13 i I CC k20 5 '4 a I wx G NI CC k1 o o I I I CHAIN -LINK SECURITY FENCE X x— x— x— X_ X—— X— CC EP U I I \ — _ x x — x _ _ � � \ � X CLF x X � X —� ° / U I — — — _ — — — — � 8 47 i ' \ ----------- N5-U3'� W_--#85-94 TOTAL O i G —440CL — \ \ I 3 1.25"SC GL E� U I w co � k I ° k 3 pSP I / — CC&G �9 + k51 I U N v 20 10 0 00 1" = 20'-0" � k°5 0 p00 3 w EP SPECTRUM DESIGN architects I engineers Plaza Suite 1 10 Church Avenue, SE Roanoke, VA 24011 540.342.6001 SPECTRUMPC.COM %I NEW CONSTRUCTION FOR AVON FUEL STATION Spectrum Design Project No.: 21034 ��p�LTH OF (Mel A A. RAKES; Lic. No. 28199 AUG 23, 2021��Q SbNAL E� PROJ. MGR.: CHECKED BY: DRAWN BY: DCV MAR CDL SHEET ISSUE DATE: 08.23.2021 PROJECT PHASE: BID DOCUMENTS REVISION NUMBER DATE KEY PLAN: SHEET NAME: k0k 5 + EXISTI 20 40 SHEET NUMBER: NG CONDITIONS I I ILA w v l � � I 1.25"SC GL 0- UJ I \ I'¢ � o� I U I w ai l 1n —WL — `° I >� I \ cOi U I �Iw�l En 8 I^ U I wa + 21. + cn p° wN l 15m ` I v II I + kig0 1"PE GL LU X I W 3y ^2 I I 6 + Ld w I � z� I >O> I CSW XCHAIN—LINK SECURITY FIE A0 6 10 I 1 1 CC I� I w I I l LLJv 0 I I I I I I I I + IJ I I I to I I x m c Cn U I � n CLF �� > > K SeCI k � x•�' +f�7_7777--`NCCX L — GATEJX q\p�+ G 1 a0,5 �0+ N Q \ o- w + i° COS � i \ I \� kQgh + N n. 4068 + Z7/ 13 x°°. k,k3 l0 2 APR 1,0666 x 5' h I 6 GO�c 190 k�k k06 +24"RCP SD — +- — \R _ / -S-D Csw CC O CSW ¢x V k>>9 1 X U T T T T G�c��i a 1_PE GL d1 �x s n. 1 "PE GL 1 `L = w x x x x x x x x x x X x x x x—� W Z U U �^ 3 -------- 15"RCP SD---- ti m�a W k o S'6 + GC O 'AOf _JN F j w M / X H rn �lQc, �O m in413 6 I �Q\\ SSPl toe lP t Pao S I cO+ 0 GATE A + + I �2 a \ I I w + w s � D a o X IO 3 Z)❑ 0�,1 a kQg 5 W CC CC I 00 ❑ I 109 1 "PE GL U m o r XI 15° I I �m X X I N N k I❑ 1"S �v + 2" RVICE + I X1 CONC. O y c SEE SHEET C101A I xF°` 1FY 4AO x FOR DETAILS ON FUEL STATION X X �o�c 6G DEMOLITION c�I x Al m + � I g Fo k12 11 , + x OP SE0.4 + d I � ❑ 915e11e,GOd 9C l I X c T 6 q1= p,66to x '� I y h1 y + + G125 X LIT Cn + kQ1 07 >,1 k26 + I W �23 N N m x c I ypFt� ti6 W y n2 I I I it it ��� 2 a S y1� SCR zoo W (D Y 4 + X l M N -3 GO,r l uw rn Xz 6 G \O IP Q �- i Wn I IU N '? ' N = 00 10 W y� NI S y r I I I I Qm 1 a266+ x 0J P�Q�P�'( �I'°��n ��� 6 yGP+o X k5 xU I (� a) PG I� 0 S �1 n 59 N + k T ❑ + X + O 2d 3: z k2 m p� a�` aoQy x W C m m U _o P CX' + all lox I ti N (n O t=n rI F,NS aoe h 0 i I n2`'3 k226+ II SQ\ EL Q w �2q0 + �` II I� I X + y °° IVL m 6� + �ySfJ� I] ❑ w ❑ o l° 369 II l ' Ih269 �S to +Q y G1 26 x ❑ o o �4'❑ of < of o w OyF�¢ GONG JSVJ X E W d x 5? + a23 Co N CA G❑ e 0 ❑ oo d1k9 a I I CA� N 0 0 0 O 0 O 0 0 0 0 + g0 X 3 m o 0 0 0 0 ��V x x v 66 N N N p1g0 G� k1k6 p29 U + k + X O O mPJ + O O C ❑ 1ty X ,6� d O J Ii O O O o 0 0 Q U Ia2� o 0 o L J + k1y1 o o O GRASS o 0 o GRASS. + 0 0 o GRASS G0�5 y c Z I 2 x O O O CC 0 0 0 CC 0 0 0 CC k2 WOOD FRAME SHED k30 + I �0 p Pow a SALTERS lI txP�� a 51 6 k 9 x x x x x X GATFx X x x x x x x CC x + 2 k26� ADD T VE BID TEM 1 CC tPt �P FARO C-)I to E f CC qt CHAIN —LINK SECURITY FENCE — x — X X— x— X_ EP x�x—x_X_x C \ — x — _ SPOOF o`er l------ ----_ ---- ---_ _— —_ �� Q68 N 5�33'43" W —#85 84 TOTAL G "SC G _/ 1.25"SC GL i l w x 1 I CC&G \\\ � n g \ \ \ 1 I I I I Q+ pOk 5 o O a +, \ 6 n2 + \ \ 1 I I 405 + n I � I I — — — — — — CC&G I I I II 6°DIP WL I J �"✓ ACSA ATERLINl�ES 'TI — — �k — — — �P�� ^°2+ �o +�\ g2 I I I I I I I I +5 0 D.B.816, Pg 492 I PSQ INS ^2 \�R� SPECTRUM DESIGN architects I engineers Plaza Suite 1 10 Church Avenue, SE Roanoke, VA 24011 540.342.6001 SPECTRUMPC.COM A NEW CONSTRUCTION FOR AVON FUEL STATION Spectrum Design Project No.: 21034 ��NLTH OF OF VAICHA A. RAKES; Lic. No. 28199 AUG 23, 2021��Q �SbNAL E�� PROJ. MGR.: CHECKED BY: DRAWN BY: DCV MAR CDL SHEET ISSUE DATE: 08.23.2021 PROJECT PHASE: BID DOCUMENTS REVISION NUMBER DATE KEY PLAN: SHEEP NAME: DEMOLITION PLAN SHEET NUMBER: 20' 10' 0 20' 40' 1" = 20'-0" C101 E 0 KEYNOTES: 0 REMOVE AND SALVAGE EXISTING FUEL DISPENSERS. Q DEMO EXISTING ISLANDS AND DISPOSE OF DEBRIS. 3l DEMOLISH EXISTING CANOPY AND POSTS. DISPOSE OF DEBRIS. FOOTING TO BE ABANDONED IN PLACE. ® SALVAGE EXISTING AIR COMPRESSOR. 5 SALVAGE EXISTING BOOTH AND CONTENTS © DEMOLISH EXISTING BOLLARDS AROUND EXISTING CURB ISLAND. Q REMOVE AND SALVAGE EXISTING EMERGENCY SPILL BOX WITH INSTRUCTIONAL SIGNAGE TO BE USED IN WORK SHOWN ON C102. ® REMOVE AND SALVAGE EXISTING 24" DIAMETER BARREL OF LOOSE ABSORBENT TO BE USED IN WORK SHOWN ON C102. 9l DEMO EXISTING TANKS AS FOLLOWS: 1. BREAK OUT, REMOVE AND DISPOSE OF EXISTING CONCRETE TANK PAD. 2. INSTALL 15 LBS. OF DRY ICE PER 1000 GALLONS OF TANK CAPACITY TO DEGAS TANKS. 3. EXCAVATE AND REMOVE (3) 10,000 GALLON SINGLE WALL FIBERGLASS TANKS AND DISPOSE OF THE TANKS. 4. STOCKPILE EXCAVATED SOIL ON POLYETHYLENE. 5. PROVIDE A ENVIRONMENTAL CONSULTANT ON SITE TO DOCUMENT THE REMOVAL PROCESS, SAMPLE SOILS, AND FURNISH A REPORT. QO SALVAGE CAMERAS AND SIGNAGE. 01 DEMO EXISTING CONCRETE/ASPHALT + 0 CC e ' oU C C/) CU 4 CCn I II 15 3 A15�6 I � II + I I I I _ I SAWCU EXISTING ASPHALT I FOR CON UIT I I II I 0 I �1� I — + 11 I I GONG I 2 00 O_ 3 ?-X 6 + 8 I REMOVE AND SALVAGE EXISTING FUEL FORCE PEDESTAL TO BE REUSED + �1g � CU cn C/) GRASS q2 ❑ P� Q �CO�G + LL- �15 0 -J `'J P4' o�� oey I x I GPI 9 7 1 0 l a�"���IP 3 w 2� �� Se 5 ❑ I 1 a_ Sy, J Go S :5J 1 I w Ge �■ I �❑ o 3 I Se\G ®0 ® n. I ADDITIVE BID ITEM #1 Lo F�o� °Py�19.0 x x— CC V q1S. x x x x \\\ x x x- C\ \ CLF x — — — x—x—X" x--� — 1�8-4731--- --- \ -48-5.8-4'�TOTAL) EP GAT GAP EP WOOD FRAME SHED 7>< SALT SPREADERS. Cn Cr w o = w Qf LLI �- fr J LL Q o � LL_ U SPECTRUM DESIGN architects I engineers Plaza Suite 1 10 Church Avenue, SE Roanoke, VA 24011 540.342.6001 SPECTRUMPC.COM %I NEW CONSTRUCTION FOR AVON FUEL STATION Spectrum Design Project No.: *000 (MICHA IH OF A. RAKES o. 28199 23, 2021� PROJ. MGR.: CHECKED BY: DRAWN BY: DCV MAR CDL SHEET ISSUE DATE: 08.23.2021 PROJECT PHASE: BID DOCUMENTS REVISION NUMBER KEY PLAN: SHEET NAME: DEMOLITION PLAN FUEL STATION SHEET NUMBER: 21034 ML114 10' 5' 0 1" = 10'-0" 10' 20' C101A C U) C/) C/) C 0.8 cn f RASS CC 6 q2�• -1- P�� PSe� 0 0 x 00 C (J) somr— �1g 9 c CC Q C/) cC� GRASS �Z I I I I I I MATCHUNE C102B I RESTRIPE WHERE 0 DISTURBED (TYP.) III NEW ASPHALT PAVEMENT •I' . ' . . SEE DET. 3/C501 I' I DOUBLE .DI-1 I /T SEE DET. 1 A 501 . 'DEF' DIES L' — — — A ADDITIVE7 , / . �. ,c....''t .0 FIRE a I FIRE EXTINGUI u . O r ., .r 31.72' CV NEW CONCRETE PAVEMENT:..'�., FOR BUS LANE SEE DET. 3/C501 : 12 000 GALLC a A ':o •`:'x'.'ii" 4 DIESEL 'TANK. . . CONNECT INTERN I +•; ..r', 4 PIPING -TO 4" PV 'O � AND DIRECT T0. S1 0 0 1 sC?I�\ (TYPICAL OF '4). ' r'.. 4' .>... q. p.. 04 FIRE EXTINGUISHER. a •f . .J7I 14 p.y f:•. { •.: a a �30.00.,.:•. GAS a a. NEW 6" BOLLARD 4 .4 ,' a ', :• :• fy a SEE DET. 2/C501 .o,. , .• ,.y,. -1�., (�) y. •, .•.' .y I. GALLON . o. . N. S TANK s '; y'1 a r. Q'f, ., . ADD T VE B D TEM # 1 �20 5 09.0 PSQ U U DOWNSPOUT AIN LEADER UCTURE #23. 0 U NEW ASPHA�T SEE DET. 3 G REPLA E EXISTING E PANEL JAND REINSTA HARDWARE IN SAME AS BE ORE. LL J U 6 g A KEYNOTES: Q DISPENSER EMERGENCY SPILL BOX 24"X48" 30 AIR COMPRESSOR ® 24" DIAMETER ABSORBENT BARREL 50 FUEL MANAGEMENT PEDESTAL GENERAL NOTES: 1. CONTRACTOR SHALL INSTALL 'NO SMOKING/NO OPEN FLAME"SIGNS OR STICKERS THAT MEET NFPA DIMENSIONS AND LOCATED AT NFPA REQUIRED LOCATIONS. AT A MINIMUM, SIGNAGE SHALL BE PLACED AT THE FOLLOWING LOCATIONS: A. EACH SIDE OF EACH STORAGETANK B. TWO SIDES OF EACH CANOPY COLUMN 2. CONTRACTOR SHALL INSTALL SIGNAGE ABOVE EACH TANK FILL POINT WITH THE WORDS 'FILL 5 PROCEDURE: SUPPLIER/OPERATOR SHALL DETERMINE THE VOLUME REQUIRED FROM INITIAL LEVELS TO 90% OF THE TANK CAPACITY PRIOR TO INITIATING FILbNG + OPERATIONS CONTRACTOR SHALL INSTALL SIGGNN%AGE ON CH SIDE OF EACH TANK ID� TIFYING THE MA IAL AND CAPACITY OF EEACH TANK IN ACCOR NICE WITH NFPA 704 EP WAYNE COMMERCIAL SER UIJI LIVJLI\ I IVJL 001 DISPENSER DETAIL C102A NO SCALE NOTE: 1. DISPENSER HOSE TO FACE TOWARD EACH SIDE OF CONCRETE ISLAND GA S5 M-� x x x= X cc q 1 x x x X X x o X X X C� x x Po SURFACE COVER LEGEND — \ CLF x o ASPHALT SURFACE - P1 — _ DET. 002/C501. o i CONC. PAVEMENT (BUS LANE) - REFER TO P2 — — — — _ DET. 0 0 2 / C 5 01. CONC. SURFACE (ISLAND SLAB) - P3 0 DET. 002/C501. 1 N N 56°33'43" W - —48-�.84'_�TOTAL) i \ \ o — — — — — \ �. \ N. / v M O N 10' 5' 0 EP WOOD FRAME SHE 7>< SALT SPREADER`. SPECTRUM DESIGN architects I engineers Plaza Suite 1 10 Church Avenue, SE Roanoke, VA 24011 540.342.6001 SPECTRUMPC.COM /I NEW CONSTRUCTION FOR AVO N FUEL STATION Spectrum Design Project No.: ��pyTH OF V" MI 9 AA A. RAKES Lic. No. 28199 °UG 23, 2022� PROJ. MGR.: CHECKED BY: DRAWN BY: DCV MAR CDL SHEET ISSUE DATE: 08.23.2021 PROJECT PHASE: BID DOCUMENTS REVISION NUMBER KEY PLAN: SHEET NAME: DIMENSIONAL & UTILITY PLAN SHEET NUMBER: C 102A 21034 DATE \ CC \ x� \ q,10 U \ q11.1 \ \ v x \\ � x \ J \\ U G \ A11 4 0 + x / cc Csw Qx / UQ �00 -- — — — — — — — — — — — n (o Q 0 GRASS C CO C) II II I � II II I II II I I I II II oll 0I I CII I I II �15 6 II + II I I I I I I I II I 0 I �1� I I� 1 I 1 I I� 103 1 I I - I I I I I J X I —_GATE J L___ RESTRIPE WHERE DISTURBED (TYP.) 1 6 GAP I 406. 405 - c� S 405 G; L s� O O �11 0 �15 � NEW ASPHALT PAVEMENT SEE DET. 3/C501 MATCHUNE C102A1 �o LliI� w � �oS I� I U� I--i ILn CD G � CLF �06 9 G�PSS i o�� k 01: e0�Ty \k x Csw I __---- — — /tQJ I X w .. b 0 = w Z U Ld OJ m D w w _z o I o >-C:)(n �Jo S� X v11Q� � m i9 S I m u o (n W w :2 -J L I\ O 1 "PE GL y� S GAS METER 1" SUPPLY 2" SERVICE 8'X10' CONC. PAD P V F SEC I \R�� x\FNc 5 v 40 Q0 q�o6.?JL 405�.6 4 7 °�6 GG 4„RCSD��o2—G / / / 0 NEW GENERATOR CONNECTION SEE TEET E1026 FOR DETAILS 40 GAP A11 1 GATE 5 409- T U N X X I 10' 5' 0 1" = 10'-0° Mm1S2%?%M Z Iw Ld + 3 J Q c� w m SPECTRUM DESIGN architects I engineers Plaza Suite 1 10 Church Avenue, SE Roanoke, VA 24011 540.342.6001 SPECTRUMPC.COM A NEW CONSTRUCTION FOR AVON FUEL STATION Spectrum Design Project No.: ��p�LTH OF O� V CHA A. RAKESr Lic. No. 28199 AUG 23, 202 SbNAL E� PROJ. MGR.: CHECKED BY: DRAWN BY: DCV MAR CDL SHEET ISSUE DATE: 08.23.2021 PROJECT PHASE: BID DOCUMENTS REVISION NUMBER KEY PLAN: SHEET NAME: DIMENSIONAL & UTILITY PLAN SHEET NUMBER: 21034 BL114 20' C102B FINISHED GRADE LANDSCAPED OR SPECTRUM DESIGN architects I engineers CANOPY: 1. PROVIDE (2) 24'X30' CANOPY SYSTEMS INCLUDING FRAMES, DRAINAGE SYSTEM AND ROOF DECK ASSEMBLY. PROVIDE MANUFACTURER'S STANDARD PREFINISHED METAL ROOFING COVERED CANOPY SYSTEM FABRICATED TO COMPLY WITH REQUIREMENTS INDICATED. PROVIDE ALL ROOF DECK, FASCIA, AND FRAMES ("BENTS`) CONSISTING OF BEAMS AND COLUMNS WITH RAINWATER DRAINAGE SYSTEM. INCLUDE ALL ACCESSORIES, CLOSURE AND TRIM PIECES, ANCHORS AND CONNECTION DEVICES REQUIRED FOR COMPLETE ASSEMBLY. 2. STRUCTURAL PERFORMANCE: DESIGN, ENGINEER, FABRICATE, AND INSTALL COVERED WALKWAY SYSTEM TO WITHSTAND THE STRUCTURAL LOADS REQUIRED UNDER THE STATE BUILDING CODE WITHOUT EXCEEDING THE ALLOWABLE DESIGN WORKING STRESSES OF THE MATERIALS INVOLVED, INCLUDING ANCHORS AND CONNECTIONS. 3. DESIGN CRITERIA: A. RISK CATEGORY II B. ROOF LIVE LOAD (UNREDUCIBLE) LR = 30 PSF C. SNOW LOADS: I. GROUND SNOW LOAD, PG = 30 PSF II. EXPOSURE FACTOR, CE = 1.0 III. IMPORTANCE FACTOR, 6 = 1.0 IV. THERMAL FACTOR, GT = 1.2 V. FLAT ROOF SNOW LOAD, PF = 25.2 PSF A SNOW LOADS SHALL BE INCREASED FOR PARTIAL LOADING, UNBALANCED, DRIFTING AND SUDING CONDITIONS AS REQUIRED BY ASCE 7. A WIND LOADS: I. ULTIMATE WIND DESIGN SPEED = VULT = 115 MPD II. NOMINAL DESIGN WIND SPEED = VNom = VuuT*0.775 = 90 MPH III. EXPOSURE CATEGORY B E. SEISMIC LOADS: I. SEISMIC IMPORTANCE FACTOR, = 1.1 II. MAPPED SPECTRAL RESPONSE ACCELERATIONS - SS = 0.208 - Si = 0.069 - SITE CLASS D - SEISMIC DESIGN CATEGORY B 4. SUBMITTALS A. PRODUCT DATA: SUBMIT FOR EACH TYPE OF PROTECTIVE COVER AND ACCESSORY INDICATED. INDICATE ROOF PANEL TYPE, FASCIA PROFILE, FRAMING COMPONENTS AND ACCESSORIES. B. SHOP DRAWINGS: SUBMIT SHOP DRAWINGS INDICATING LAYOUT OF CANOPY COORDINATED WITH FIELD MEASUREMENTS AND INCLUDING FRAME HEIGHTS, ROOF SLOPES, OVERALL DIMENSIONS, CONNECTIONS AND RELATIONSHIP TO ADJOINING WORK, ACCESSORIES, TYPES OF MATERIALS, AND FINISHES. INDICATE WORK BY OTHERS REQUIRED FOR COMPLETE INSTALLATION. C. CERTIFICATION: SUBMIT DESIGN CALCULATIONS PREPARED AND SEALED BY REGISTERED (STRUCTURAL) PROFESSIONAL ENGINEER LICENSED IN THE STATE OF VIRGINIA INDICATING STRUCTURE COMPLIES WITH WIND CRITERIA OF ANSI/ASCE 7-88, STABILITY AND LOADING REQUIREMENTS OF BUILDING CODE AND ALL OTHER GOVERNING CRITERIA. D. COLOR SAMPLES: SUBMIT PRINTED OR COATED METAL SAMPLES OF COMPLETE COLOR RANGE OFFERED FOR ARCHITECTS SELECTION. 5. ALL EXPOSED STRUCTURE SHALL BE PRIMED AND PAINTED. EQUIPMENT SPECIFICATIONS: 12,000 GALLON UL 2085 FIREGUARD GASOLINE SYSTEM WITH EQUIPMENT BELOW -DOUBLE WALL UL 2085 FIREGUARD 12,000 GALLON GASOLINE TANK SYSTEM MOUNTED ON SADDLES (96"DX32'-51) •(2) 8" 8 OZ EMERGENCY VENT FLANGED W/0-RING •3" STACK VENT (12' ABOVE GRADE) W/ 3" PRESSURE VACUUM VENT • BOTTOM FILL ASSEMBLY W/ 3" OVERFILL PREVENTION VALVE W/ 2" DIFFUSER, DROP TUBE, CHECK VALVE, BALL VALVE AND PIPING TO A 3" TRUCK FILL ADAPTER CONNECTION WITH DUST CAP •STAGE 1 VAPOR RECOVERY • 4" NPT OPENING WITH PLUG •2" 918 CLOCK GAUGE W/ ALARM & STANDARD FLOAT FOR ACCURATE FUEL LEVEL READING • MONITORING WELL/ MANUAL GAUGING PORT W/ 2" LOCKABLE CAP • ENGINEERED HURRICANE TIE DOWN • HEAVY DUTY URETHANE FOR HIGH PERFORMANCE FINISH •RED JACKET 3/4 HP SUBMERSIBLE PUMP ASSY W/ ANTI -SYPHON VALVE & BALL VALVE W/ RELAY •TWIN GASBOY 9853KXTW1 DFZ ELECTRONIC DISPENSER, 22GPM, PULSE OUTPUT FOR FMS INTEGRATION, SUBMERSIBLE PUMP RELAY • HANGING HARDWARE TO INCLUDE (2) EA W X 12' HOSE, %" AUTOMATIC NOZZLE, W SWIVEL BREAKAWAY COMBO •EMERGENCY SHUTOFF VALVE (SHEAR VALVE) •4' WELDED DISPENSER DECK W/ DISPENSER CONTAINMENT PAN FOR THE GASBOY • 2" INTERSTITIAL LEAK PORT & KREUGER INTERSTITAL GAUGE • 18" MANWAY FOR EASY INNER TANK ACCESSIBILITY • FIRE EXTINGUISHER (10 LB, BC), NFPA DECAL KIT • OBSERVATION LADDER • TOUCH-UP PAINT 10,000 GALLON UL 2085 FIREGUARD DIESEL SYSTEM WITH EQUIPMENT BELOW -DOUBLE WALL UL 2085 FIREGUARD 10,000 GALLON DIESEL TANK SYSTEM MOUNTED ON SADDLES (96"DX271) •(2) 8" 8 OZ EMERGENCY VENT FLANGED W/0-RING •3" STACK VENT (12' ABOVE GRADE) W/ 3" PRESSURE VACUUM VENT • BOTTOM FILL ASSEMBLY W/ 3" OVERFILL PREVENTION VALVE W/ 2" DIFFUSER, DROP TUBE, CHECK VALVE, BALL VALVE AND PIPING TO A 3" TRUCK FILL ADAPTER CONNECTION WITH DUST CAP • 4" NPT OPENING WITH PLUG •2" 918 CLOCK GAUGE W/ ALARM & STANDARD FLOAT FOR ACCURATE FUEL LEVEL READING • MONITORING WELL/ MANUAL GAUGING PORT W/ 2" LOCKABLE CAP • ENGINEERED HURRICANE TIE DOWN • HEAVY DUTY URETHANE FOR HIGH PERFORMANCE FINISH •RED JACKET 3/4 HP SUBMERSIBLE PUMP ASSY W/ ANTI -SYPHON VALVE & BALL VALVE W/ RELAY •TWIN GASBOY 9853KXTW1 DFZ ELECTRONIC DISPENSER, 22GPM, PULSE OUTPUT FOR FMS INTEGRATION, SUBMERSIBLE PUMP RELAY • HANGING HARDWARE TO INCLUDE (2) EA 1" X 12' HOSE, 1" AUTOMATIC NOZZLE, t" SWIVEL BREAKAWAY COMBO •EMERGENCY SHUTOFF VALVE (SHEAR VALVE) •4' WELDED DISPENSER DECK W/ DISPENSER CONTAINMENT PAN FOR THE GASBOY • 2" INTERSTITIAL LEAK PORT & KREUGER INTERSTITAL GAUGE • 18" MANWAY FOR EASY INNER TANK ACCESSIBILITY • FIRE EXTINGUISHER (10 LB, BC), NFPA DECAL KIT •OBSERVATION LADDER • TOUCH-UP PAINT VEEDER ROOT TLS-450 PLUS SYSTEM & ACCESSORIES •TLS-450 PLUS & PRINTER AND APPLICATION SOFTWARE • UNIVERSAL SENSOR MODULE •(2) TANK PROBES, 0.1 MAG PLUS, AL PROBE, HGP CANISTER, WATER DETECTION W/ FLOAT KITS, CAP & RISERS • STANDARD COMMUNICATIONS MODULE 400 GALLON PREMIUM DEF CUBE SYSTEM • 905-025-7 400 GALLON CUBE 47"W X 45L X 71"H • ROBUST DOUBLE WALL CONTAINMENT •OUTER TANK HOLDS 110% OF INNER TANK VOLUME •6 GPM 120V PUMP • GENERAL CONSTRUCTION INSPECTION APPROVAL Z-40321-510 •HINGED, LOCKABLE LID, INTEGRAL SUMP • ELECTRONIC OVERFILL SENSOR • OPTICAL BUND ALARM • 2" DRY -BREAK FILL PORT • LIQUID LEVEL GAUGE •AUTO NOZZLE AND NOZZLE HOLDER • FULLY ASSEMBLED AND PRE -WIRED •PULSE METER ALLOWS USER TO CONNECT TO MOST CARD READER SYSTEMS. •CUBE INCLUDES HEATER TO PREVENT DEF FROM FREEZING. SUMMARY: DESCRIPTION 12K FIREGUARD GAS AST SYSTEM W/ DECK, STP AND DISPENSERS 10K FIREGUARD DIESEL AST SYSTEM W/ DECK, STP AND DISPENSERS VEEDER ROOT TLS-450 PLUS & PROBES 400 GALL DEF CUBE SYSTEM TWO AST SYSTEMS & CUBE N DEMOLITION SEQUENCE: 1. DISCONNECT ELECTRICAL TO THE EXISTING UST SYSTEM, DISPENSER CANOPY, DISPENSERS, ETC. 2. REMOVE AND SALVAGE EXISTING DISPENSERS. 3. REMOVE AND SALVAGE EXISTING FUEL FORCE PEDESTAL. 4. BREAK OUT EXISTING ISLANDS AND DISPOSE OF DEBRIS. 5. DEMOLISH THE EXISTING CANOPY AND DISPOSE OF DEBRIS. (FOOTINGS TO BE ABANDONED) 6. BLOW BACK ALL PRODUCT LINES IN PREPARATION OF PIPING DISCONNECTION AND REMOVAL. 7. EXCAVATE AND REMOVE EXISTING PRODUCT LINES. 8. BREAK OUT, REMOVE AND DISPOSE OF EXISTING CONCRETE TANK PAD. 9. INSTALL 15 LBS. OF DRY ICE PER 1000 GALLONS OF TANK CAPACITY TO DEGAS TANKS. 10. EXCAVATE AND REMOVE (3) 10,000 GALLON SINGLE WALL FIBERGLASS TANKS AND DISPOSE OF THE TANKS. 11. STOCKPILE EXCAVATED SOIL ON POLYETHYLENE. 12. PROVIDE A ENVIRONMENTAL CONSULTANT ON SITE TO DOCUMENT THE REMOVAL PROCESS, SAMPLE SOILS, AND FURNISH A REPORT. 13. CAMERAS ARE TO BE SALVAGED AND REINSTALLED ON NEW CANOPY. 14. EXISTING SIGNAGE TO BE SALVAGED. 15. DEMO EXISTING STORM STRUCTURE 23 TO BE REPLACED WITH DOUBLE DI-1. 16. CAP WATER SERVICE WITHIN LIMITS OF DEMOLITION, DISCONNECT AT SERVICE POINT NEAR BUILDING AND ABANDON IN PLACE REMAINING UNDERGROUND PIPING. 17. PERFORM (8) T.P.H. SOIL TESTS. (MINIMUM) 18. HAUL AND DISPOSE OF EXCAVATED MATERIAL 19. BACKFILL THE TANK EXCAVATION WITH CLEAN FILL. INSTALLATION SEQUENCE: 1. INSTALL NEW DOUBLE DI-1 STORM STRUCTURE FOR DRAINAGE . 2. INSTALL 6" OF VDOT 21-1 STONE AT GRADE FOR USE AS BASE MATERIAL FOR PAVEMENTS. 3. PATCH AREAS WITH 3" OF ASPHALT. (SM-12.5D) 4. FORM AND POUR 4000 PSI, AIR ENTRAINED CONCRETE W/ REBAR FOR THE FOLLOWING DRIVE PAD: • 103' X 35' X 8" 5. FORM AND POUR (4) CONCRETE TANK FOOTERS: • 9'X2'X4' 6. FORM AND POUR (4) CONCRETE CANOPY FOOTERS: • 4'X4'X4' 7. OFF LOAD THE TANKS. PRESSURIZE TANKS TO 5 PSI AND PERFORM SOAP TEST ON THE ENTIRE TANK. 8. PRESSURIZE TANK TO 5 PSI AND PERFORM SOAP TEST ON THE ENTIRE TANK.INSTALL ALL APPURTENANCES LISTED ABOVE 9. INSTALL (2) SUBMERGED PUMP WITH BALL VALVES AND SOLENIOD VALVES ON THE LINE. 10. INSTALL AST PRODUCT PIPING AS SPECIFIED BELOW ABOVEGROUND TO THE DISPENSERSA-1/2" THREADED BLACK STEEL PIPE 11. INSTALL AST FILL PIPING AS SPECIFIED BELOW ABOVEGROUND FROM SPILL CABINETST BLACK STEEL PIPE 12. INSTALL AST STAGE I PIPING AS SPECIFIED BELOW ABOVEGROUND FROM THE GASOLINE SPILL CABINETT BLACK STEEL PIPE 13. SET (45) 6" PIPE BOLLARDS AROUND THE TANK 14. INSTALL (2) NEW 24'X30' CANOPIES 15. INSTALL (2) COMMERCIAL DISPENSERS ON PEDESTALS WITH HOSE FACING OUT TOWARD ISLAND. 16. INSTALL (2) FUEL FORCE FUEL MANAGEMENT PEDESTALS (1 PEDESTAL PROVIDED BY OWNER) 17. SAW CUT A 2' X 160' X 4" AREA OF ASPHALT FROM THE TANK LOCATION TO THE BUILDING. BREAK OUT ASPHALT TO INSTALL ROUGH IN 3/4" IMC ELECTRICAL CONDUITS FOR THE FOLLOWING: A. (2) SUB PUMP, POWER B. (2) DISPENSERS, POWER C. (1) VEEDER-ROOT PANEL D. (2) TANK PROBES E. (2) TANK INTERSTITIAL SENSORS F. (1) FUEL FORCE PEDESTAL G. (10) CANOPY LIGHTS H. (1) AIR COMPRESSOR I. (2) EXISTING CAMERAS 17. PULL ELECTRICAL WIRING AND CONNECT TO THE FOLLOWING EQUIPMENT. A. (2) SUB PUMP, POWER B. (2) DISPENSERS, POWER C. (1) VEEDER-ROOT PANEL D. (2) TANK PROBES E. (2) TANK INTERSTITIAL SENSORS F. (1) FUEL FORCE PEDESTAL G. (10) CANOPY LIGHTS H. (1) AIR COMPRESSOR 18. EXTEND AND RECONNECT REINSTALLED CAMERAS USING CAT-6 CABLING. 19. PURGE PRODUCT LINES BY RUNNING 50 GALLONS OF FUEL FROM EACH DISPENSER SIDE. 20. CALIBRATE METERS AFTER PURGING LINES. 21. PERFORM LINE TESTS ON PRODUCT LINES AND PROVIDE OWNER WITH TEST DOCUMENTS. 22. START UP EQUIPMENT. 23. CLEAN OUT DEBRIS FROM THE JOB SITE. 24. INSTALL ALL SALVAGED SIGNAGE. 25. INSTALL NEW FIRE EXTINGUISHERS (RATED 2A20BC). 26. PERFORM FINAL CHECKLIST WITH OWNER AND A/E ON JOB SITE. CONTRACTOR RESPONSIBILITIES: 1. CITY OF CHARLOTTESVILLE SHALL APPLY FOR AND OBTAIN ALL PERMITS NECESSARY FOR THE WORK WE WILL PERFORM. THE COSTS OF THE PERMITS SHALL BE INVOICED TO THE OWNER. 2. SURVEYING AND STAKE OUT SHALL BE PROVIDED BY THE CONTRACTOR. OWNER RESPONSIBILITIES: 1. THE OWNER WILL BE RESPONSIBLE TO FURNISH AND OBTAIN ALL NECESSARY SITE PLANS, SITE PLAN APPROVAL, ENGINEERED DRAWINGS,VARIANCES, ZONING CHANGES, AND PLANNING DEPARTMENT APPROVAL NEEDED TO PERFORM THIS PROJECT. 2. OWNER TO OBTAIN OCCUPANCY PERMITS. 3. THE OWNER SHALL BE RESPONSIBLE FOR THE ADDITIONAL COST OF SOIL BEARING TESTS, COMPACTION TESTING, GEOTECHNICAL WORK, ENVIRONMENTAL ASSESSMENTS, OR ANY ADDITIONAL WORK NOT SPECIFICALLY NOTED. 4. THE OWNER SHALL BE RESPONSIBLE TO SUBMIT A UST NOTIFICATION FORM TO THE DEQ OR MDE ON ALL NEW INSTALLATIONS,CLOSURES, OR UPGRADES. 5. REMOVAL OF CONTAMINATED SOILS IF ENCOUNTERED SHALL BE PAID FOR BY THE OWNER. 6. SUPPLYING AND REMOVING OF FUEL FOR THE NEW SYSTEM SHALL BE COORDINATED AND PAID FOR BY THE OWNER. EXISTING GRADE AF (FIE NEW 4" PVC CONNECTION FROM CANOPY DRAIN INV.=**** I 1" RC CONCI 519 Q3000 PSI CONCRETE (PLAN VIEW) X 2 CENTER "T" SUPPORT W PRECAST DOUBLE DI-1 TOP MASONRY OR SPACER BLOCKS EXISTING BASE & OUTLET TO REMAIN. NEW 4" PVC CONNECTION l�FROM CANOPY DRAIN INV.=**** EXISTING 15" RCP I INV.= / (SECTION VIEW) X 2 001 DOUBLE DI-1 C102A C501 NO SCALE NOTE: 1. NEW PRECAST TOP UNIT SHALL BE H2O TRAFFIC RATED. 0 i 002 TRAFFIC BOLLARD DETAIL (6" DIA C501 NO SCALE NOTE: 1. 6" DIAMETER SCH 40 STEEL PIPE BOLLARD FILLED WITH 3000 PSI CONCRETE. PAINT WITH RUST PROHIBITIVE PRIMER AND ENAMEL (INTERNATIONAL YELLOW) 2. PROVIDE MIN. 36" CLEAR WIDTH BETWEEN BOLLARDS. �1�•i�l�•5�1�•i�l�•i�l�•5�1�•i�l� ASPHALT PAVEMENT 1�• • 1�• 121ME. 2" TYPE SM-12.51) ASPHALT CONCRETE 3" TYPE IM 19 ASPHALT CONCRETE 8" AGGREGATE BASE MATERIAL TYPE I, #21A OR #21B* COMPACTED SUBGRADE* 8" 4,000 PSI CONCRETE #5 BARS ® 12" O.C. EACH WAY AND SUPPORTED ON 5" CHAIRS. 6" AGGREGATE BASE MATERIAL #57 STONE - COMPACTED SUBGRADE. 95% MAX. DENSITY PER ASTM D-698 - 8" 4,000 PSI CONCRETE �Q] - 6" AGGREGATE BASE MATERIAL O � O� #57 STONE - COMPACTED SUBGRADE. CONCRETE PAVEMENT 95% MAX. DENSITY PER ASTM D-698 ISLAND SLAB * 95% MAX. DENSITY PER ASTM D-698 SUBGRADE (WHETHER LANDSCAPED OR PAVED Plaza Suite 1 10 Church Avenue, SE Roanoke, VA 24011 NEW "STORM DRAIN" WARNING 540.342.6001 L w TAPE AT C-12" DEPTH AND AT OR BELOW PAVEMENT SPECTRUMPC.COM SUBGRADE. M LL1 v=i / COMPACTED BACKFILL z Z 0 .--6" MINIMUM - 12" MAXIMUM U 4" MINIMUM, TYPICAL OR NEW COMPACTED VDOT STD. #25 OR 6" MINIMUM IN ROCK #26 AGGREGATE TO PIPE SPRINGLINE 004 NEW STORM LINE TRENCH SECTION C501 NO SCALE UNLESS DEFINED ELSEWHERE BY SPECS (BOUND OR ON PLAN SHEETS), BACKFILL AND SELECT BACKFILL SHALL BE AS APPROVED BY THE GEOTECHNICAL ENGINEER. 1/2" NON EXTRUDING PREMOULDED EXPANSION JOINT 1/2" SEALANT EXPANSION JOINT SPACED 0 30'-0" C/C 005 JOINT DETAILS C102 C501 NOT TO SCALE NEW CONSTRUCTION FOR AVON FUEL STATION Spectrum Design Project No.: 21034 ��p•LTH 070 V" MICHA A. RAKES Lic. No. 28199 O„AUG 23, 2021� PROJ. MGR.: CHECKED BY: DRAWN BY: DCV MAR CDL SHEET ISSUE DATE: 08.23.2021 PROJECT PHASE: BID DOCUMENTS REVISION NUMBER DATE ADDENDUM 1 1 1/13/22 KEY PLAN: SHEET NAME: CONTRUCTION DETAILS & NOTES CV 0 04 0o3 PAVEMENT SECTIONS C501 NO SCALE SHEET NUMBER: C501 INCOMING ELECTRICAL SERVICE SPEAKER - CEILING MOUNTED AMPLIFIER ELECTRICAL GROUND NUMBERED CONSTRUCTION NOTES NUMBERED DEMOLITION NOTES EXST. CONDUIT EXST. CONDUIT EXST.FUEL ISLAND LIGHTING CONTACTOR EXST 1.5 KVA XFMR EXST SUB GAS PANEL 125 AMPS EXST. CONDUIT EXST. EXST PULL BOX I (8) EXST CONDUITS TO FUEL ISLAND (8) CONDUITS TO EXISTING FUEL STATION EXST MAIN PANEL 200 AMPS EXST VEEDER ROOT PANEL UTILITY ROOM EXST. 60 AMP DISCONNECT EXISTING - ONE -LINE DIAGRAM NOT TO SCALE EXSTE LI Col INCOMING ELECTR SERVICE \ EXST. ELECTRICAL BUS DISPATCH METER BASE BUILDING ONE -LINE LEGEND 1Q PUMP 2Q FUEL MANAGEMENT SYSTEM ( INTERSTTIAL SENSORS ® PROBES © LIGHTS W/PHOTCELL ® FUEL DISPENSER O BLUE DEF DISPENSER ® AIR COMPRESSOR ® CONTROL BOX ® ELECTRICAL PULL BOX © COMMUNICATIONS PULL BOX ® RELOCATED SECURITY CAMERAS ® EMERGENCY SHUTOFF LU�IIINAIRE SCII_vF_,'DULE1LEGEND CALLOUT SYMBOL LAMP DESCRIPTION DRIVER MOUNTING BASIS OF DESIGN INPUT VOLTS LUMENS (BOD) WATTS ULTRA SLIM 11 /16" PROFILE DIECAST A (1) LED 5000K HOUSING, FLAT CLEAR TEMPERED GLASS ELECTRONIC SURFACE SCOTTSDALE CRUS SC 124 UNIVERSAL 19071 LENS. WATER RESISTANT, SEALED IP66 LED HO 50 UE WHT VOLTAGE RATED. FULL SHIELDED CUT-OFF REQUIRED, LIGHTING FIXTURE SCHEDULE NOTE: BASIS OF DESIGN: THE LIGHTING DESIGN SHOWN IS BASED ON FIXTURE TYPE A AND IS INTENDED ONLY TO SHOW GENERAL SIZE, CONFIGURATION AND SUPPORT FOR EQUIPMENT OR SYSTEMS WITH RELATION TO THE OTHER BUILDING SYSTEMS. SEE SPECIFICATIONS SECTION 7. LIGHTING FIXTURES, SHEET E002 FOR TECHNICAL REQUIREMENTS PERTAINING TO EQUIPMENT. C: \Users\ch)iton\Documents\b7cl ff6244b5b25e55fOb5fa5cl3o69d.image.550z550.Ipg 99TYPE A" +8.6 +10.1 +10.2 +10.4 +11.0 +10.81+9.8 +9.1 +8.6 +9.2 '19.8 +10.9 +10.9 +10.4 +10.2 +10.0 + +1723.4+21.2 +20.9 ++22.4 +16.7 +14.4 +13.3 +14.6 +17.0 ++23.9 +20.9 +21.23.1 1.1 +22.0 +26.2 +28.2 +29.0 +28.2 +25.6 +22.0 +18.3 +16.8 +18.6 +22.3 +25.9 +28.3 +29.1 +28.1 T 25.8 + .5 + + + + + + + + + + + + + + + + + 23.4 29.3 29.6 29.7 30.9 28.1 22.5 19.0 17.7 19.3 23.0 28.7 31.0 29.7 29.6 28.8 + + + + + + + + + + + + + + + + + 23.6 29.8 29.7 29.7 31.2 28.0 22.5 19.0 17.7 19.3 23.0 29.2 31.5 29.8 29.7 29.0 21. 5 9 28.2 28.8 25.3 21.9 18.0 16.6 18.3 22.4 2 28.0 29.2 28.0 25.6 2 .3 40 40 40 17.1 22.5 +20.7 +20.5 +23.8 +21.7 +16.3 +14.0 +13.1 +14.1 +16.6 +22.0 +23.1 +20.5 +21.2 22.8 +1 .5 + R 3 + Q 7 +99 'tni +in7+IQ-5J+ + + + + + + + + + + 9.6 8.9 8.4 8.9 Qh tnF tnR tnn QQ 97 CANOPY SYSTEM - POINT BY POINT LIGHTING CALCULATION NOT TO SCALE 13 CLASS 1 - DIVISION 1 & 2 WIRES/CONDUITS SPECIFICATIONS. THIS ONE -LINE (TYP) ONE -LINE DIAGRAM NOT TO SCALE Rating 120/240 Bus Rating 125 NOTES: Phases 1 Lug Rating 125 EXISTING SUB GAS PANEL wires 3 Pole Spacing24 main breaker NO AIC Rating breaker rating Mounting SURF Load Served WIRE SIZE CB CKT VA/PHASE CKT CB WIRE SIZE Load Served A B SUB PUMP EXST 20 1 20 EXST SUMP PUMP 2 3 4 LIGHTS EXST 20 5 20 EXST SUB PUMP 6 FUEL OFF EXST 20 9 W7CANOPY 20 10 EXST AIR COMPRESSOR 11 12 20 EXST 110V IN KIOSK AC RECPTIN KIOSK EXST 20 13 14 40 16 EXST CNG 15 GATE OPENER EXST 20 17 18 SPACE ONLY 19 20 SPACE ONLY SPACE ONLY 21 22 SPACE ONLY SPACE ONLY 23 24 SPACE ONLY TOTALLOAD: 0 0 amps/phase: 0 0 Rating 120/240 Bus Rating 125 NOTES: Phases 1 Lug Rating 125 REWORKED SUB GAS PANEL wires 3 Pole Spacing 24 main breaker NO AIC Rating breaker rating Mounting SURF Load Served WIRE SIZE CB CKT VA/PHASE CKT CB WIRE SIZE Load Served A B NEW SUB PUMP 1 12 IS 1 IS 12 NEW SUB PUMP 2 2 4 NEW CANOPY LIGHTS 12 20 5 6 30 10 NEW DESPENSOR 2 7 20 12 CONTROL BOX 8 FUEL OFF EXST 20 9 20 10 EXST AIR COMPRESSOR 11 20 121 12 RETAINED FUEL MGMT. SYSTEM PEDESTAL. NEW DESPENSOR 1 10 30 13 14 40 16 EXST CNG CONTROL BOX 12 Ip 15 0 GATE OPENER 20 17 20 18 12 NEW VEEDOR ROOT 19 20 30 22 10 BLUE DEF DISPENSER NEW FUEL MGMT. SYSTEM PEDESTAL. 12 20 21 SPACE ONLY 23 24 SPACE ONLY TOTALLOAD: 0 0 amps/phase: 0 0 SPECTRUM DESIGN architects I engineers Plaza Suite 1 10 Church Avenue, SE Roanoke, VA 24011 540.342.6001 SPECTRUMPC.COM NEW CONSTRUCTION FOR AVON FUEL STATION Spectrum Design Project No.: 21034 �- 2 JEFFREY W. WIGGINGTON y Lic. No. 032781 ",'0,�UG 23, 2021�Q+4'� PROJ. MGR.: CHECKED BY: DRAWN BY: DCV JWW CLH SHEET ISSUE DATE: 08.23.2021 PROJECT PHASE: BID DOCUMENTS REVISION NUMBER DATE KEY PLAN: SHEET NAME: LEGEND , SCHEDULES AND CALCULATIONS SHEET NUMBER: E001 ELECTRICAL SPECIFICATIONS 13. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR BELOW GRADE EXCAVATION REQUIRED FOR INSTALLATION 18. SERVICE -RATED TRANSFER SWITCH: J. RACEWAY SUPPORT INTERVALS OF CONDUIT AND WIRING IN ACCORDANCE WITH THE FOLLOWING: 1. PANELBOARDS AND SWITCHGEAR SHALL BE SQUARE-D OR EQUAL, PROVIDED WITH NEMA 1 ENCLOSURE WITH DOOR A. COMPLY WITH UL 869A AND UL 489. RACEWAY MAX DISTANCE MAX SUPPORT MAX LENGTH WITHIN DOOR FOR INDOOR LOCATIONS AND NEMA 3R ENCLOSURE WITH DOOR FOR EXTERIOR AND FOR WET/DAMP A. TRENCHES TO BE GRADED TO UNIFORM PITCH AND NO WIDER THAN NECESSARY AND FREE FORM LOOSE PROVIDE TERMINALS FOR BONDING THE GROUNDING ELECTRODE CONDUCTOR TO THE GROUNDED SERVICE TYPE— TO FIRST SUPPORT INTERVAL Of RUN LOCATIONS. PROVIDE PLATED SOLID COPPER BUS, FULL SIZE COPPER NEUTRAL BAR AND COPPER GROUNDING BAR EARTH. CONDUCTOR. IN SYSTEMS WITH A NEUTRAL, THE BONDING CONNECTION SHALL BE ON THE NEUTRAL BUS. MC CABLE 12 INCHES 54 INCHES NONE WITH LUGS FOR CABLE CONNECTION. PROVIDE TYPEWRITTEN DIRECTORY WITH TRANSPARENT COVER INDICATING CIRCUITS, B. CLEAN BACKFILL SHALL BE USED AND THOROUGHLY TAMPED IN LAYERS NOT EXCEEDING 6" TO A MINIMUM PROVIDE REMOVABLE LINK FOR TEMPORARY SEPARATION OF THE SERVICE AND LOAD GROUNDED FMC, LFMC 12 INCHES 54 INCHES 72 INCHES SPACES AND SPARES FOR ALL PANELS. PROVIDE WITH ACCESSORIES AS INDICATED ON EQUIPMENT SCHEDULES. DEPTH OF 1' OVER TOP OF CONDUIT. CONDUCTORS. SURGE PROTECTIVE DEVICE: SERVICE RATED. GROUND -FAULT PROTECTION IS NOT PERMITTED RSC/RAC <1' DIA 36 INCHES 120 INCHES NONE C. USE COMPACTED BACKFILL FOR ENTIRE DEPTH OF EXCAVATION UNDER SLAB ON GRADE. FOR SOME EMERGENCY ALTERNATIVE POWER SOURCES. SEE NFPA 70 FOR REQUIREMENTS. RSC/RAC 1' DIA 36 INCHES 144 INCHES NONE PROVIDE LIGHTNING SURGE PROTECTION ON ELECTRIC SERVICE CONSISTING OF GENERAL ELECTRIC#91_15ECCO01, 3-POLE GROUND -FAULT PROTECTION: COMPLY WITH UL 1008 FOR NORMAL BUS. RSC/RAC >1' DIA 36 INCHES PER NEC NONE 650V RMS "TRANQUELL" SECONDARY LIGHTNING ARRESTOR AND GENERAL ELECTRIC #91_18BBB301, 3-POLE 650V RMA 13.1. INSTALLATION OF DIRECT BURIAL CONDUIT SERVICE DISCONNECTING MEANS: EXTERNALLY OPERATED, MANUAL MECHANICALLY ACTUATED. EMT 36 INCHES 120 INCHES NONE SECONDARY SURGE ARRESTOR OR APPROVED EQUAL. RNC NEC 388-30 'ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS. A. PROVIDE EXCAVATION AND SHAPING OF TRENCH BOTTOMS TO PROVIDE UNIFORM BEARING AND SUPPORT 19. EXCAVATIONS 2. PROVIDE SURGE PROTECTION DEVICE (SPD) ON ELECTRIC SERVICE AND ON EACH ELECTRIC SERVICE SEPARATELY OF CONDUTT(S). SHAPE SUB -GRADE TO PROVIDE CONTINUOUS SUPPORT FOR JOINTS, FITTINGS AND 26. ELECTRICAL DEMOLITION NOTES DERIVED BY TRANSFORMERS. SPD UNITS SHALL BE COMPLETE WITH DISCONNECTING MEANS AND SHALL BE LOCATED BODIES OF CONDUITS. REMOVE PROJECTING STONES AND SHARP OBJECTS ALONG TRENCH SUBGRADE. B. CONTACT MISS UTILITY AT 811, 1-800-552-7001, OR HTTP•,//WWW.MISSUTILITYOFVIRGINIA.COM NO LESS AS CLOSE AS POSSIBLE TO THE SERVICE EQUIPMENT OR WITHIN IT. SPD UNITS SHALL BE RATED FOR 250KA SURGE EXCAVATE TRENCHES 6 INCHES DEEPER THAN ELEVATION REQUIRES IN ROCK OR OTHER UNYIELDING THAN 72 HOURS PRIOR TO EXCAVATION AND DO NOT DISTURB THE SOIL UNTIL THE DIG TICKET HAS BEEN ABANDONED CONDUCTORS SHALL TERMINATE IN JUNCTION BOX WITH COVER AND BE PROVIDED WITH WIRE NUTS CURRENT PER PHASE OR 125KA SURGE CURRENT PER MODE, L-G, L-N, N-G. PROVIDE TYPE 1 SURGE PROTECTION BEARING MATERIAL TO ALLOW FOR BEDDING COURSE IN THE BOTTOM OF THE TRENCH. PROCESSED. AND PROPERLY IDENTIFIED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. EXISTING CONDUIT AND CONDUCTORS MAY DEVICES (SPDS) WHERE INDICATED. TYPE 1 SPD'S SHALL BE UL 1449 CERTIFIED. COORDINATE WITH OWNER SELECTED B. BACKFILL AND COMPACTION: C. MISS UTILITY WILL NOT MARK PRIVATE UTILITIES WHICH MAY BE PRESENT ON THIS SITE. ENSURE THAT ALL BE REUSED WHERE PRACTICAL IF IN SATISFACTORY CONDITION AND PROPER SIZE FOR NEW WORK. CIRCUIT BREAKERS IN VENDOR(S) FOR DATA/COMMUNICA110N SPD'S WITH UL 497A CERTIFIED PRODUCT SELECTIONS AND AUDIOVISUAL PLACE BACKFILL OR SUB -GRADES FREE OF MUD, FROST, SNOW, OR ICE. PLACE AND COMPACT BEDDING UTILITIES, PUBLIC AND PRIVATE, ARE MARKED PRIOR TO EXCAVATION. EXISTING DISTRIBUTION PANEL BOARDS TO BE REPLACED FOR NEW AND REVISED BRANCH CIRCUITS. NEW CIRCUIT COAXIAL CABLE CONNECTIONS WITH UL 497E CERTIFIED PRODUCT SELECTIONS. COURSE ON TRENCH BOTTOMS AND WHERE INDICATED. SHAPE BEDDING COURSE TO PROVIDE BREAKERS REQUIRED SHALL BE ADDED TO EXISTING PANEL BOARDS AND BE COMPATIBLE WITH AIC RATING EQUAL TO OR CONTINUOUS SUPPORT FOR JOINTS, FITTINGS, AND BODIES OF CONDUITS. BACKFILL TRENCHES EXCAVATED 20. SECURITY SYSTEM GREATER THAN THAT OF THE EXISTING EQUIPMENT. EXISTING PANEL BOARDS SHALL BE PROVIDED WITH NEW TYPE -WRITTEN 3. ALL SAFETY SWITCHES SHALL BE SIMILAR OR EQUAL TO SQUARE-D, HEAVY DUTY H SERIES WITH PADLOCK CAPABILITY. UNDER FOOTING AND WITHIN 18INCHES OF BOTTOM OF FOOTINGS.PLACE AND COMPACT DIRECTORIES UNDER PLASTIC COVER IDENTIFYING ALL BRANCH CIRCUITS AS THEY EXIST AFTER RENOVATION WORK. PROVIDE COMPLETE WITH AUXILIARY MICRO -SWITCH WHERE REQUIRED FOR INTERFACE WITH UPS EMERGENCY POWER INITIAL BACKFILL UP ON BOTH SIDES AND ALOG THE FULL LENGTH OF CONDUIT TO AVOID DAMAGE OR A. PROVIDE ROUGH IN FOR SECURITY DEVICES AND CARD READERS AS INDICATED. PROVIDE BOXES, ALL FEEDER DISCONNECTS SHALL BE RELABELED AS NECESSARY. OFF SYSTEM OR WHERE REQUIRED FOR ELEVATOR EMERGENCY BATTERY DISCONNECT. COORDINATE WITH EQUIPMENT DISPLACEMENT. FIRMLY HAND -TAMP BACKFILL AROUND CONDUIT TO PROVIDE MAXIMUM SUPPORTING CONDUITS, FITTINGS AND PULL STRINGS. INSTALLATION OF SECURITY DEVICES ARE OUTSIDE OF THE SUPPLIER AND WITH SPECIFICATIONS. PROVIDE NEMA-1 SWITCHES INDOORS AND NEMA-3R SWITCHES OUTDOORS AND STRENGTH. AFTER PLACING CONTROLLED BACKFILL TO WITHIN 12' OF FINISHED GRADE, MAKE FINAL CONTRACT BY OWNER SELECTED VENDOR. CAMERA ROUGH IN IS INCLUDED IN THE CONTRACT. IN WET OR DAMP LOCATIONS. PROVIDE FUSIBLE TYPE UNLESS NOTED OTHERWISE. SWITCHES IN KITCHENS SHALL BE CONDUIT CONNECTIONS AT END OF RUN AND COMPLETE BACKFILLING WITH NORMAL COMPACTION TO 85 CONTRACTOR TO COORDINATE WITH OWNER SELECTED VENDOR AND PROVIDE MARK UP DRAWINGS THAT LIGHTNING PROTECTION SYSTEM ( LPS) STAINLESS STEEL PERCENT OR TO MATCH CIVIL COMPACTIONS REQUIREMENTS FOR THAT AREA WHICHEVER IS GREATER. INDICATE ROUGH IN REQUIREMENTS THAT ARE DEVIATIONS FROM CONTRACT DOCUMENTS. PROVIDE LIGHTNING PROTECTION SYSTEM PER NFPA 780. C. PROVIDE MANUFACTURED DUCT ELBOWS AND STUB UPS AT POLES, EQUIPMENT AND AT BUILDING 4. COMBINATION FUSIBLE MOTOR STARTERS SHALL BE GENERAL PURPOSE CLASS -A MAGNETIC CONTROLLER COMPLETE WITH ENTRANCES THROUGH THE FLOOR, UNLESS OTHERWISE INDICATED. ENCASE ELBOWS FOR STUB UP DUCTS 21. DATA/COMMUNICAIIONS/AUDIO VISUAL - COMMERCIAL FUSIBLE DISCONNECT IN A COMMON NEMA-1 ENCLOSURE WITH EXTERNAL PADLOCKABLE HANDLE. PROVIDE FUSE CUPS THROUGHOUT THE LENGTH OF THE ELBOW. EMERGENCY POWER OFF (EPO) FOR CLASS-R FUSES. D. PROVIDE MANUFACTURED RIGID STEEL CONDUIT ELBOWS FOR STUB -UPS AT POLES, EQUIPMENT, AND AT A. PROVIDE ROUGH IN FOR DATA/COMMUNICATIONS/AUDIO VISUAL DEVICES AS INDICATED. PROVIDE BOXES, MOTOR FUEL DISPENSING FACILITIES, A. COIL OPERATING VOLTAGE SHALL BE 120 VOLTS, 60 HZ OR AS REQUIRED FOR COORDINATION WITH DIVISION BUILDING ELECTRIC ENTRANCES THROUGH THE FLOOR. COUPLE STEEL CONDUITS TO DUCTS WITH CONDUITS, FITTINGS AND PULL STRINGS. INSTALLATION OF DATA/COMMUNICATIONS AND AUDIO VISUAL INSTALLATION SHALL COMPLY WITH NEC 514, 11 MOTOR FUEL DISPENSING FACILITIES, 15 EQUIPMENT. PROVIDE CONTROL POWER TRANSFORMERS WITH SUFFICIENT VA TO OPERATE EQUIPMENT IN ADAPTERS DESIGNED FOR THIS PURPOSE AND ENCASE COUPLING WITH 3 INCHES OF CONCRETE. FOR DEVICES ARE OUTSIDE OF THE CONTRACT BY OWNER SELECTED VENDOR. ROUGH IN IS INCLUDED IN THE EACH MOTOR STARTER. PROVIDE TRANSFORMER WITH FUSED PRIMARY AND SECONDARY, AND BOND UNFUSED STUB -UPS AT EQUIPMENT MOUNTED ON OUTDOOR CONCRETE BASES, EXTEND STEEL CONDUIT CONTRACT. CONTRACTOR TO COORDINATE WITH OWNER SELECTED VENDOR(S) AND PROVIDE MARK UP LEG OF SECONDARY TO ENCLOSURE. HORIZONTALLY A MINIMUM OF 60 INCHES FROM THE EDGE OF THE EQUIPMENT PAD OR FOUNDATION. (REDUNE) DRAWINGS THAT INDICATE ROUGH IN REQUIREMENTS THAT ARE DEVIATIONS FROM CONTRACT B. EACH STARTER SHALL BE COMPLETE WITH TWO LED INDICATING LIGHTS (RUN=RED [CAUTION], STOP=GREEN INSTALL INSULATED GROUNDING BUSHINGS ON TERMINATION AT EQUIPMENT. DOCUMENTS. [�]) E. WARNING TAPE: BURY UNDERGROUND WARNING TAPE APPROXIMATELY 12" ABOVE DIRECT BURIED CONDUITS. C. PROVIDE ROTARY TYPE HOA SELECTOR SWITCH, PILOT DEVICE CONTACTS AND AUXILIARY CONTACTS AS ALIGN TAPE ALONG THE WIDTH AND ALONG THE CENTERLINE OF CONDUIT. REQUIRED TO PERFORM DESIRED CONTROL FUNCTION, WITH A MINIMUM OF 2 FIELD -CONVERTIBLE CONTACTS IN 14. GRADE AND ABOVE GRADE BOXES 22. ELECTRICAL IDENTIFICATION SHALL BE PROVIDED IN ACCORDANCE WITH THE FOLLOWING PROVISIONS: ADDITION TO SEAL IN CONTACT. D. PROVIDE NEMA 3R ENCLOSURE IN DAMP OR WET (OUTDOOR)LOCATIONS. PROVIDE NEMA4 STAINLESS STEEL A. GENERAL REQUIREMENTS: BOXES INSTALLED IN DAMP OR WET LOCATIONS SHALL BE LISTED FOR USE IN A. ENGRAVING STOCK MELAMINE PLASTIC LAMINATE LABELS, BLACK WITH WHITE CORE, FASTENED WITH ENCLOSURE IN KITCHENS. WET LOCATIONS. ALL BOXES SHALL BE LISTED AND LABELED AS DEFINED IN NFPA 70, BY A QUALIFIED PAN -HEAD SCREWS AND EXPANSION SHIELDS ON BLOCK WALLS OR CONTACT TYPE PERMANENT ADHESIVE FOR DIRECT FASTENING EQUIPMENT FOR ALL MAJOR PIECES OR ELECTRICAL EQUIPMENT INCLUDING AS 5. LIGHT FIXTURES TESTING AGENCY, AND MARKED FOR INTENDED LOCATION AND APPLICATION. IT ALL SAFETY DISCONNECT SWITCHES, ENCLOSED BREAKERS, EMERGENCY A MINIMUM BUT NOT LIMITED A. LIGHT FIXTURES SHALL BE FURNISHED LIGHTER THAN AIR FUEL APPLICATONS. B. METAL FLOOR BOXES: MATERIAL: CAST METAL OR PVC COATED GALVANIZED METAL TYPE: FULLY POWER SYSTEM INVERTERS, METENCLOSURES, CURRENT TRANSFORMER CABINETS, PANEL BOARDS AND T B. PRODUCT IS SUITABLE FOR CLASS 1 DIVISION 2 WHEN PROPERLY INSTALLED. ADJUSTABLE, SHAPE RECTANGULAR. PROVIDE DIVIDER AS SEPARATOR BETWEEN DATA/COMMUNICATIONS AND SWITCH BOARDS. C. FINISH IS DURAGRUIP POLYESTER POWDER COAT PROCESS THAT WITHSTANDS EXTREME WEATHER CHANGES POWER WHEN INDICATED. B. PROVIDE MANUFACTURERS STANDARD VINYL CLOTH SELF ADHESIVE CABLE/ CONDUCTOR MARKERS OR WITHOUT CRACKING OR PEELING C. METAL CEILING AND WALL BOXES: GALVANIZED METAL COMPLYING WITH NEMA AND UL 514A. WRAP -AROUND TYPE NUMBERED TO SHOW CIRCUIT IDENTIFICATION IN EACH BOX/ENCLOSURE/CABINET D. SMARTTEC ENERGY SAVING FEATURES PROVIDE WITH DIVIDER BETWEEN POWER AND LOW VOLTAGE SECTION WHEN INDICATED. WHERE WIRES Of MORE THAN ONE CIRCUIT OR SYSTEM ARE PRESENT. MATCH IDENTIFICATION WITH OTHER E. INPUT VOLTS 120-277V D. CAST METAL OUTLET AND DEVICE BOXES COMPLY WITH NEMA FB 1. FERROUS ALLOY, TYPE FD, WITH MARKING SYSTEMS USED. F. LIFE (HRS) 60,000 - 100,000 GASKETED COVER. C. PERMANENT BRIGHT COLORED CONTINUOUS PRINTED PLASTIC UNDERGROUND LINE MARKERS SHALL BE G. WARRANTY LIMITED 5 YEAR 15. HANDHOLES AND BOXES FOR EXTERIOR UNDERGROUND WIRING BURIED ABOVE ALL UNDERGROUND ELECTRICAL CONDUCTOR RUNS 8" BELOW GRADE. H. FULL SHIELDED CUTOFF REQUIRED. A. BOXES AND HAND HOLES FOR USE IN UNDERGROUND SYSTEMS SHALL BE DESIGNED AND IDENTIFIED AS 23. GROUNDING 7. MANUAL LIGHT SWITCHES DEFINED IN NFPA 70, FOR INTENDED LOCATION AND APPLICATION. BOXES INSTALLED IN WET AREAS A. 20A, 120/277 VOLT, SIDEWIRED, FEDERAL SPECIFICATION GRADE TOGGLE SWITCH, GRAY WITH STAINLESS STEEL SHALL BE LISTED AND LABELED AS DEFINED IN NFPA 70, BY A QUALIFIED TESTING AGENCY, AND A. PROVIDE GROUNDING IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE AND ADDITIONALLY AS INDICATED. PLATE. PROVIDE 1-POLE, 2-POLE, 3-WAY OR 4-WAY AS REQUIRED FOR SWITCHING CONTROL SURFACE MARKED FOR INTENDED LOCATION AND APPLICATION. B. BOND INCOMING GAS SERVICE, AND POTABLE WATER SERVICE TO BUILDING GROUND SYSTEM USING MOUNTED SWITCHES SHALL USE CAST FS BOX WITH PROPER MATCHING COVER. B. POLYMER -CONCRETE HAND HOLES AND BOXES WITH POLYMER -CONCRETE COVER: MOLDED OF SAND AND CLAMPS. GROUND CONNECTIONS TO THESE SERVICES SHALL BE WITHIN 6 INCHES OF POINT OF ENTRANCE B. PILOT LIGHT SWITCHES SHALL BE COMPLETE WITH LED OR NEON LAMP IN HANDLE, WIRED SEPARATELY TO AGGREGATE, BOUND TOGETHER WITH POLYMER RESIN, AND REINFORCED WITH STEEL, FIBERGLASS, OR A AND ACCESSIBLE FOR INSPECTION. PROVIDE BONDING JUMPERS ACROSS METERS AND VALVES TO ASSURE INDICATE POSITIVE POWER TO THE LOAD SERVED. COMBINATION Of THE TWO. ELECTRICAL CONTINUITY. C. LIGHT SWITCHES CONTROLLING EMERGENCY CIRCUITS BACKED BY GENERATOR OR CENTRALIZED BATTERY POWER COMPLY WITH SCTE 77 STANDARD. CONFIGURATION: DESIGN FOR FLUSH BURIAL C. PROVIDE TRIAD GROUND USING 10'X3/4' COPPER CLAD GROUND RODS AS INDICATED. PLACE RODS NO EMERGENCY POWER SYSTEM SHALL BE RED COLOR OR OTHER COLOR SELECTED BY THE ARCHITECT. THESE CONFIGURATION WITH INTEGRAL CLOSED BOTTOM UNLESS OTHERWISE INDICATED. LESS THAN 36 INCHES FROM METER STRUCTURE. CONNECT GROUND RODS TO GROUND SYSTEM USING SWITCHES SHALL BE OF THE LOCKABLE TYPE FOR LOCKING IN THE ON POSITION. C. COVER: WEATHERPROOF, SECURED BY TAMPER -RESISTANT LOCKING DEVICES AND HAVING STRUCTURAL MINIMUM 2/0 COPPER CABLE. BURIED UNDERGROUND CONNECTIONS TO GROUND RODS SHALL USE LOAD RATING CONSISTENT WITH ENCLOSURE AND HANDHOLE LOCATION. EXOTHERMICALLY WELDED CONNECTIONS. ACCESSIBLE GROUND ROD CONNECTIONS SHALL USE CLAMPS. 8. DUPLEX 120V RECEPTACLES SHALL BE 20 AMP, FEDERAL SPEC GRADE DUPLEX RECEPTACLES, COLOR GREY, WITH D. COVER FINISH: NONSKID FINISH SHALL HAVE A MINIMUM COEFFICIENT OF FRICTION OF 0.50. USE EXOTHERMIC CONNECTIONS FOR ALL UNDERGROUND SPLICES. STAINLESS STEEL PLATES. WHERE QUADPLEX RECEPTACLES ARE NOTED, PROVIDE TWO DUPLEX RECEPTACLES ON A E. COVER LEGEND: MOLDED LETTERING, "ELECTRIC." D. BOND SYSTEM TOGETHER WITH LIGHTNING PROTECTION SYSTEM (LPS) AT LOCATIONS INCLUDING LIGHTNING COMMON PLATE. FLUSH RECEPTACLES ON CMU WALL MAY USE OVERSIZED PLATES. F. CONDUIT ENTRANCE PROVISIONS: CONDUIT -TERMINATING FITTINGS SHALL MATE WITH ENTERING DUCTS FOR PROTECTION. SECURE, FIXED INSTALLATION IN ENCLOSURE WALL E. TEST GROUND SYSTEM RESISTANCE AND PROVIDE ADDITIONAL GROUND RODS TO BRING GROUND SYSTEM 9. DUPLEX GROUND FAULT RECEPTACLES INDOORS SHALL BE 20 AMP DUPLEX GFl TYPE WITH FEED THROUGH AND G. HAND HOLES: FOR 12 INCHES WIDE BY 24 INCHES LONG AND LARGER: HAVE INSERTS FOR CABLE RACKS RESISTANCE TO LESS THAN 5 OHMS FOR BOTH TRIAD GROUND SYSTEM AND GENERATOR GROUND SYSTEM. STANDARD COVER. AND PULUNG-IN IRONS INSTALLED BEFORE CONCRETE IS POURED. PROVIDE A MININIMUM OF 10 FEET SEPARATION FROM EXISTING RODS FOR SUPPLEMENTAL GROUND RODS. H. INSTALL HAND HOLES AND BOXES LEVEL AND PLUMB AND WITH ORIENTATION AND DEPTH COORDINATED 10. NEW WEATHERPROOF GROUND FAULT DUPLEX RECEPTACLES SHALL BE 20 AMP DUPLEX GFl TYPE WITH LEXAN WITH CONNECTING CONDUITS TO MINIMIZE BENDS AND DEFLECTIONS REQUIRED FOR PROPER 24 WIRING WEATHERPROOF WHILE -IN -USE COVER. ENTRANCES. I. UNLESS OTHERWISE INDICATED, SUPPORT UNITS ON A LEVEL BED OF CRUSHED STONE OR GRAVEL, ALL WIRING SHALL BE IN CONDUIT. RIGID METAL WHERE EXPOSED OUTDOORS AND BELOW SWITCH HEIGHT OR 11. TELEPHONE, DATA AND AUDIOVISUAL OUTLETS ROUGH IN LOCATIONS SHALL EACH BE EQUIPPED WITH SINGLE GANG X GRADED FROM 1/2-INCH SIEVE TO NO. 4 SIEVE AND COMPACTED TO SAME DENSITY AS ADJACENT SUBJECT TO DAMAGE; PVC SCHEDULE 40 WHERE BELOW GRADE OR UNDER NON TRAFFIC AREAS OR CONCRETE w w 2-1/8 DEEP WALL BOX AND EMPTY 1 CONDUIT EXTENDED CONCEALED IN WALL TO AN ACCESSIBLE LOCATION ABOVE UNDISTURBED EARTH. ENCASED AND PVC SCHEDULE 80 WHERE BELOW DRIVEWAYS OR OTHER TRAFFICKED AREAS. FLEXIBLE FOR THE CEILING. PROVIDE SEPARATE BOXES AND CONDUITS FOR TELEPHONE, DATA AND AUDIOVISUAL TELEPHON J. ELEVATION: IN PAVED AREAS, SET SO COVER SURFACE WILL BE FLUSH WITH FINISHED GRADE. SET EQUIPMENT CONNECTIONS AND EMT OTHERWISE. A SEPARATE GREEN INSULATED GROUND WIRE SHALL BEE,DATA, AND AUDIRO/VISUAL WIRING, JACKS AND FACEPLATES WILL BE INSTALLED BY OTHERS. PROVIDE TWO 2" SLEEVES COVERS OF OTHER ENCLOSURES 1 INCH ABOVE FINISHED GRADE. INSTALLED IN ALL CONDUITS. ALL CONDUIT SHALL BE NEATLY RUN AND SUPPORTED PER NATIONAL ELECTRIC THROUGH WALL BETWEEN EXISTING AND NEW BUILDING TO ALLOW FOR FUTURE WIRING. WHERE CEILING IS NOT K. INSTALL HAND HOLES WITH BOTTOM BELOW FROST LINE AT 24' MINIMUM BELOW GRADE. CODE. ACCESSIBLE, PROVIDE COMPLETE CONDUIT ROUTE FROM THE TELEPHONE AND DATA OUTLETS TO THE DISTRIBUTION L. FIELD -CUT OPENINGS FOR CONDUITS ACCORDING TO ENCLOSURE MANUFACTURER'S WRITTEN EQUIPMENT LOCATION. WHERE PART OF THE PATH IS INACCESSIBLE, PROVIDE MINIMUM OF FOUR 2" CONDUITS ACROSS INSTRUCTIONS. CUT WALL OF ENCLOSURE WITH A TOOL DESIGNED FOR MATERIAL TO BE CUT. SIZE HOLES 24.1.1 BUILDING WIRE SHALL BE SINGLE CONDUCTORS IN CONDUIT OR RACEWAY. CONDUCTORS SHALL BE THE INACCESSIBLE AREA. PROVIDE PULL WIRE IN EVERY CONDUIT. FOR TERMINATING FITTINGS TO BE USED, AND SEAL AROUND PENETRATIONS AFTER FITTINGS ARE COPPER, #12 MINIMUM CONDUCTOR SIZE, SOLID FOR #10 AWG AND SMALLER, STRANDED FOR #8 AWG 10 AWHAN, SMALL INSTALLED. AND LARGER. FOR ABOVE -GROUND APPLICATIONS USE INSULATION. FOR CIRCUITS 12. ACCESS SHALL BE MAINTAINED TO ALL WIRING JUNCTION BOXES IN ACCORDANCE WITH THE NEC. IF ANY EXISTING WHERE ANY PART OF THE CIRCUIT IS BELOW GRADE USE CONDUCTORS WITH XHHW-2, 600 VAC RATED WIRING JUNCTION BOXES ARE AFFECTED BY THESE RENOVATIONS, TAKE MEASURES TO RELOCATE, ROTATE, OR 16. CONNECTORS AND SPLICES INSULATION. INSTALL RACEWAYS AND CABLES CONCEALED WITHIN FINISHED WALLS, OTHERWISE MAKE THE AFFECTED BOXES ACCESSIBLE. CEILING AND FLOORS LION. A. DESCRIPTION: FACTORY -FABRICATED CONNECTORS AND SPLICES OF SIZE, AMPACITY RATING, MATERIAL, TYPE, AND CLASS FOR APPLICATION AND SERVICE INDICATED; LISTED AND LABELED AS DEFINED IN NFPA 25. SUPPORT AND ANCHORAGE 70, BY A QUALIFIED TESTING AGENCY, AND MARKED FOR INTENDED LOCATION AND APPLICATION. USE SINGLE OR MULTI -TAP INSULATED CONNECTORS TO FIT THE APPLICATION. FOR BELOW GRADE SPLICES q PROVIDE SUPPORT AND ANCHORAGE THAT ARE ADEQUATE IN TENSION, SHEAR, AND PULLOUT FORCE TO PROVIDE WATERPROOF CONNECTIONS RATED FOR DIRECT BURIAL. RESIST MAXIMUM LOADS CALCULATED OR IMPOSED WITH A MINIMUM STRUCTURAL SAFETY FACTOR OF FIVE. B. MAKE SPLICES, TERMINATIONS, AND TAPS THAT ARE COMPATIBLE WITH CONDUCTOR MATERIAL AND THAT POSSESS EQUIVALENT OR BETTER MECHANICAL STRENGTH AND INSULATION RATINGS THAN UNSPUCED B. STEEL SLOTTED SUPPORT SYSTEMS: COMPLY WITH MFMA-3 FACTORY FABRICATED COMPONENTS FOR FIELD CONDUCTORS. USE OXIDE INHIBITOR IN EACH SPLICE, TERMINATION, AND TAP FOR SPLICING INVOLVING ASSEMBLY WITH FINISH SUITABLE FOR THE ENVIRONMENT. EXISTING ALUMINUM CONDUCTORS. C. TIGHTEN ELECTRICAL CONNECTORS AND TERMINALS ACCORDING TO MANUFACTURER'S PUBLISHED C. FOR ATTACHMENT TO CONCRETE AND SOLID MASONRY, USE WEDGE -TYPE, ZINC -COATED STEEL EXPANSION TORQUE -TIGHTENING VALUES. IF MANUFACTURER'S TORQUE VALUES ARE NOT INDICATED, USE THOSE ANCHOR FASTENERS. DRILL HOLES AT LOCATIONS AND DEPTHS THAT AVOID REINFORCING BARS. FOR SPECIFIED IN UL 486A-486B. CONNECTIONS TO HOLLOW MASONRY USE ALL -STEEL SPRINGHEAD TYPE TOGGLE BOLTS. 17. CURRENT TRANSFORMER CABINET AND SERVICE ENTRANCE D. FOR CLAMPING TO STEEL STRUCTURAL ELEMENTS USE WELDED STEEL STUDS, BEAM CLAMPS OR SPRING -TENSION CLAMPS. A. CONTRACTOR TO INSTALL UTILITY FURNISHED CURRENT TRANSFORMER CABINET IN ACCORDANCE WITH E. FOR CONNECTIONS TO WOOD USE LAG SCREWS OR THROUGH BOLTS. UTILITY SPECIFICATIONS. CONTRACTOR TO PROVIDE MOUNTING OF THE UTILITY PROVIDED CT'S AND METER ENCLOSURE TO MEET UTILITY SPECIFICATIONS. CONTRACTOR TO PROVIDE A GROUNDING LUG AND GROUND F. HANGER RODS TO BE THREADED STEEL THE CT AND METERING ENCLOSURE. CONTRACTOR TO PROVIDE PROPERLY SIZED BONDING STUDS FOR METER ENCLOSURE AND CURRENT TRANSFORMER CABINET. CONTRACTOR TO PROVIDE SERVICE ENTRANCE G. FOR CONNECTIONS TO LIGHT STEEL USE SHEET METAL SCREWS. CONDUCTORS AND MAKE CONNECTIONS ON THE LOAD SIDE OF THE CTS INSIDE THE ENCLOSURE USING INSULATED CONNECTORS. H. FOR ITEMS MOUNTED ON HOLLOW WALLS AND NONSTRUCTURAL BUILDING SURFACES USE B. PROVIDE COORDINATION WITH ELECTRIC UTILITY FOR WORK COMPLETION OF SERVICE ENTRANCE. PROVIDE SLOTTED -CHANNEL RACKS ATTACHED TO SUBSTRATE. DITCHING AND BACKFILLING TO MEET UTILITY SPECIFICATIONS FOR UNDERGROUND PRIMARY AND SECONDARY SERVICE LATERAL OWNER IS RESPONSIBLE FOR UNDERGROUND SERVICE AGREEMENT AND I. FASTEN HANGERS AND SUPPORTS SECURELY IN PLACE WITH PROVISIONS FOR STRUCTURAL AND THERMAL FEES TO DOMINION ENERGY FOR THE UNDERGROUND SERVICES INCLUDING THE LATERAL TO THE CURRENT MOVEMENT. TRANSFORMER CABINET. J. SEPARATE DISSIMILAR METALS AND METAL PRODUCTS FROM CONTACT WITH WOOD OR CEMENTITIOUS MATERIALS BY PAINTING EACH METAL SURFACE IN AREA OF CONTACT WITH A BITUMINOUS COATING OR BY OTHER PERMANENT SEPARATION. K. EMT AND RSC MAY BE SUPPORTED BY OPENINGS THROUGH STRUCTURAL MEMBERS AS PERMITTED IN NFPA-70. SPECTRUM architects I Plaza Suite 1 10 Church Avenue, SE Roanoke, VA 24011 540.342.6001 SPECTRUMPC.COM DESIGN engineers NEW CONSTRUCTION FOR AVON FUEL STATION Spectrum Design Project No.: .�4,r,,ALT$ p''o, FL' ; 2 v JJiMH W. WIGGINGTON Lic. No. 032781 "V�0,�UG 23, 2021�Q+4'� PROJ. MGR.: CHECKED BY: DRAWN BY: DCV JWW CLH SHEET ISSUE DATE: 08.23.2021 PROJECT PHASE: BID DOCUMENTS REVISION KEY PLAN: SHEET NAME: ELECTICAL SPECIFICATIONS 21034 HVq SHEET NUMBER: E002 SPECTRUM architects I DESIGN engineers ELECTRICAL GENRAL NOTES: 1. SEE SHEET E001 FOR LEGEND, PANEL SCHEDULES, LIGHTING FIXTURE SCHEDULE, LIGHTING CALCULATION AND ONE LINE DIAGRAM. 2. SEE SHEET E002 FOR ELECTRICAL SPECIFICATIONS. 3. SEE SHEET E501 FOR HAZARDOUS LOCATION SPECIFIC DETAILS AS DETERMINED BY NEC 2014 ARTICLE 514. OELECTRICAL DEMOLITION NOTES: DISCONNECT ELECTRICAL AND TELECOMMUNICATIONS CIRCUITS THE EXISTING UST SYSTEM, DISPENSER CANOPY, DISPENSERS, CAMERAS AND ALL ITEMS WITH SERVICE TO THE CANOPY SYSTEM. 2. RETRACT ELECTRICAL AND TELECOMMUNICATIONS CIRCUITS TO A DISTANCE OUTSIDE OF THE AREA OF DISTURBANCE AND PROTECT FOR RECONNECTION. 3. CAMERAS ARE TO BE SALVAGED AND REINSTALLED ON NEW CANOPY'S. OELECTRICAL SHEET NOTES: CONTRACTOR SHALL: SEE CIVIL SHEET C501 FOR DESCRIPTION AND COORDINATION OF EQUIPMENT TO BE INSTALLED. RECONNECT NEW EQUIPMENT WITH CIRCUITS RETAINED DURING DEMOLITION. VERIFY COMPATIBILITY OF EXISTING CIRCUITS IN SUB -GAS PANEL LOCATED IN THE UTILITY ROOM OF THE BUS DISPATCH BUILDING. 2. ROUGH IN (16 TOTAL) 15 3/4" IMC ELECTRICAL CONDUITS FOR USE IN RECONNECTION AND 1 SPARE 3/4"IMC ELECTRICAL CONDUIT IN TRENCH FOR ELECTRICAL CONNECTIONS AND (10 TOTAL) CONDUITS FOR LOW VOLTAGE CABLING FOR THE RECONNECTION OF NEW EQUIPMENT. ROUTE TO TO PULL BOXES LOCATED OUTSIDE THE HAZARDOUS AERA. 3. PULL EXISTING ELECTRICAL WIRING RETAINED FROM SUB GAS PANEL IN NEW CONDUITS TO CANOPY AND CONNECT TO THE FOLLOWING EQUIPMENT LOCATIONS: SEE RE -WORKED SUB GAS PANEL SCHEDULE SHEET E001. 3A. (2) NEW SUB PUMPS, POWER. CONNECT TO SUB GAS PANEL IN THE UTILITY ROOM. 3B. (2) NEW DISPENSERS, POWER. CONNECT TO SUB GAS PANEL IN THE UTILITY ROOM. 3C. (1) NEW FUEL MANAGEMENT PEDESTAL AND (1) FUEL MANAGEMENT SYSTEM RETAINED FROM DEMOLITION. CONNECT TO SUB GAS PANEL IN THE UTILITY ROOM. 3D. (8) NEW CANOPY LIGHTS, CIRCUIT TO CIRCUITRY RETAINED DURING DEMOLITION OF EXISTING LIGHTS. CONNECT TO EXISTING LIGHTING CONTACTOR LOCATED IN THE UTILITY ROOM. 3E. (1) AIR COMPRESSOR RETAINED FROM DEMOLITION, RE -CONNECT TO SUB GAS PANEL LOCATED IN UTILITY ROOM. 3F. (1) BLUE DEF ADDITIVE PUMP, CIRCUIT TO UTILITY ROOM MAIN PANEL AVAILABLE CIRCUITRY FOR A 120V , 30A MOCP. 3G. (2) SINGLE PHASE CONTROL BOXES, CONNECT TO SUB GAS PANEL IN THE UTILITY ROOM. 4. CONDUITS TO NEW CAMERA LOCATIONS WITH PULL STRING. CIRCUITRY BY OWNER (CONDUIT ONLY WITH PULL STRING, CAMERAS AND CIRCUITRY BY OTHERS FOR CAMERAS). 5. INSTALL NEW LIGHTS, UNDER CANOPY SYSTEM. SEE LIGHTING FIXTURE SCHEDULE E001 FOR DESCRIPTION OF NEW LIGHTS. 6. ELECTRICAL PULL BOX OUTSIDE OF HAZARDOUS AREA. 7. COMMUNICATIONS PULL BOX OUTSIDE OF HAZARDOUS AREA. 8. EMERGENCY SHUTOFF OUTSIDE OF HAZARDOUS AREA 9. CONDUITS FROM PULL FROM PULL BOX LOCATIONS TO FUEL ISLAND WILL BE ENCASED IN CONCRETE. SEE SHEET E501 FOR TYPICAL DETAILS. Plaza Suite 1 10 Church Avenue, SE Roanoke, VA 24011 540.342.6001 SPECTRUMPC.COM NEW CONSTRUCTION FOR AVON FUEL STATION Spectrum Design Project No.: 2 JEFFREY W. WIGGINGTON y Lic. No. 032791 !,'o UG 23, 2021�Q+4'� PROJ. MGR.: CHECKED BY: DRAWN BY: DCV JWW CLH SHEET ISSUE DATE: 08.23.2021 PROJECT PHASE: BID DOCUMENTS REVISION KEY PLAN: SHEET NAME: ZWXVTN ELECTRICAL SITE PLAN 21034 HVq 0 SHEET NUMBER: El 02A X i i I I I I I I I I I L___ F —X 1 2 3 MATCHLINE E102A � � I X ELECTRICAL GENRAL NOTES: 1. SEE SHEET E001 FOR LEGEND, PANEL SCHEDULES, LIGHTING FIXTURE SCHEDULE, LIGHTING CALCULATION AND ONE LINE DIAGRAM. 2. SEE SHEET E002 FOR ELECTRICAL SPECIFICATIONS. 3. SEE SHEET E501 FOR HAZARDOUS LOCATION SPECIFIC DETAILS AS DETERMINED BY NEC 2014 ARTICLE 514. 4. SEE SHEET E501 FOR ELECTRICAL DETAILS. 5. CONTRACTOR SHALL FIELD VERIFY EXISTING ELECTRICAL CIRCUITS, TO INCLUDE LOW VOLTAGE WIRING FOR CONTROLS, TO INSURE COMPATIBILITY WITH NEW EQUIPMENT AND OR CONTROL WIRING. CONTRACTOR SHALL CONTACT OWNER AND ENGINEER IMMEDIATELY WHEN IF DISCREPANCIES ARE FOUND WITH COMPATIBILITY OF CIRCUITRY TO BE REUSED AND NEW EQUIPMENT. OELECTRICAL DEMOLITION NOTES: CONTRACTOR SHALL:- 1. DISCONNECT ELECTRICAL AND TELECOMMUNICATIONS CIRCUITS CONNECTED TO THE EXISTING UST SYSTEM, DISPENSER CANOPY, DISPENSERS, CAMERAS, VEEDER ROOT PANEL AND ALL ITEMS WITH SERVICE TO THE CANOPY SYSTEM. 2. RETRACT ELECTRICAL AND TELECOMMUNICATIONS CIRCUITS TO A DISTANCE OUTSIDE OF THE AREA OF DISTURBANCE AND PROTECT FOR RECONNECTION. 3. CAMERAS ARE TO BE SALVAGED AND REINSTALLED ON NEW CANOPY'S. OELECTRICAL SHEET NOTES: 1. SEE CIVIL SHEET C501 FOR DESCRIPTION AND COORDINATION OF EQUIPMENT TO BE INSTALLED. RECONNECT NEW EQUIPMENT WITH CIRCUITS RETAINED DURING DEMOLITION. VERIFY COMPATIBILITY OF EXISTING CIRCUITS IN SUB -GAS PANEL LOCATED IN THE UTILITY ROOM OF THE BUS DISPATCH BUILDING. 2. ROUGH IN (16 TOTAL) 15 3/4' IMC ELECTRICAL CONDUITS FOR USE IN RECONNECTION AND 1 SPARE 3/4' IMC ELECTRICAL CONDUIT IN TRENCH FOR ELECTRICAL CONNECTIONS AND (10 TOTAL) CONDUITS FOR LOW VOLTAGE CABLING FOR THE RECONNECTION OF NEW EQUIPMENT. ROUTE TO TO PULL BOXES LOCATED OUTSIDE THE HAZARDOUS AERA. 3. PULL EXISTING ELECTRICAL CIRCUITRY WIRING RETAINED DURING DEMOLITION AND NEW CIRCUITRY FROM SUB GAS PANEL AND NEW LOW VOLTAGE CABLING FROM VEEDER ROOT PANEL IN NEW CONDUITS TO CANOPY AND CONNECT TO THE FOLLOWING EQUIPMENT LOCATIONS: 3A. (1) NEW VEEDER ROOT PANEL, CONNECT TO CIRCUIT RETAINED DURING DEMOLITION OF EXISTING VEEDER ROOT PANEL. 38. PROVIDE 200 AMP SERVICE ENTRANCE RATED MANUAL TRANSFER SWITCH TO SUPPORT FUTURE CONNECTION OF PORTABLE 48kw GENERATOR. INTERCEPT INCOMING SERVICE LINE AND ROUTE THROUGH MANUAL TRANSFER SWITCH. MOUNT TRANSFER SWITCH TO EQUIPMENT CONNECTION RACK (SEE CONNECTION RACK DETAIL ON SHEET C502). 4. CONDUITS TO NEW CAMERA LOCATIONS WITH PULL STRING. CIRCUITRY BY OWNER (CONDUIT ONLY WITH PULL STRING, CAMERAS AND CIRCUITRY BY OTHERS FOR CAMERAS). 5. INSTALL NEW LIGHTS, UNDER CANOPY SYSTEM. SEE LIGHTING FIXTURE SCHEDULE E001 FOR DESCRIPTION OF NEW LIGHTS. SPECTRUM architects I Plaza Suite 1 10 Church Avenue, SE Roanoke, VA 24011 540.342.6001 SPECTRUMPC.COM DESIGN engineers NEW CONSTRUCTION FOR AVON FUEL STATION Spectrum Design Project No.: �- 2 JEFFREY W. WIGGINGTON y Lic. No. 032781 !,'o UG 23, 2021�Q+4'� PROJ. MGR.: CHECKED BY: DRAWN BY: DCV JWW CLH SHEET ISSUE DATE: 08.23.2021 PROJECT PHASE: BID DOCUMENTS REVISION KEY PLAN: SHEET NAME: zwuv T N ELECTRICAL SITE PLAN 21034 HVq 0 SHEET NUMBER: El 02B BUS DISPATCH BUILDING E 0 Cl) In FLOOR FINISH AS SPECIFIED CONDUIT SEALING FITTING TYPICAL Q CONCRETE do SLAB 4 EARTH FILL FINISH GRADE CLEAN FILL COMPACTED EVERY 4" BY CONTRACTOR. UNDERGROUND TAPE G ELECTR. CONTR. TO PROVIDE "LIQUID TIGHT" CONDUIT TO EQUIP. J-BOX & MAKE FINAL CONNECTION. RIGID GALV. STEEL CONDUIT UNDER SLAB TO POWER SOURCE. SEE POWER PLAN FOR SIZES. TYPICAL CONDUIT STUB -UP NOT TO SCALE 4" MIN. SAND 4 4" MIN. SAND NOTE: REFER TO PLANS FOR ACTUAL QUANTITY AND SIZE OF CONDUITS REQUIRED. I —I � I—i pollIII I\\\i iANO 4" MIN. SAND EXISTING WALL PROVIDE WEATHERPROOF CORE DRILL WALL SEALANT AROUND CONDUIT CONDUIT BODY —RIGID CONDUIT TYPICAL CONDUIT PENETRATION NOT TO SCALE FINISHED GRADE —�—�—� �- MIN. MIN. —III—III—III—I I Z II I II I II II I II 15 I c e l a ob 3000 P.S.I. CONCRETE a ( 1 I N d d 4 . d .Q .e A d PVC DUCTS (SIZES VARY) /\�\\� /\/ /tea �/' � `/ III —II. .d II=II CONDUIT(S) UNDERGROUND CONDUIT TRENCH DETAIL NOT TO SCALE NOTES: 1) CONDUITS NOT TERMINATING IN OR 3) COVER TO BE PROVIDED: AT PULLBOXES NEED NOT RUN CAST IRON TRAFFIC COVER THROUGH PULLBOXES UNLESS CONCRETE PEDESTRIAN COVER RQUIRED FOR PULLING NEC. 4) PROVIDE EXTENSIONS AS REQUIRED. 2) INSIDE DIMENSIONS TO BE: 10 1/2" x 17 1/4" 5) PULLBOX TO BE PRECAST; BROOKS, 13" x 24" A.C. MILLER, OR HUGHES SUPPLY 17" x 28" AT ALL PULLBOXES AND POL ENDS OF CONDUIT SHALL BE WITH ELECTRICAL PUTTY AFTE IS COMPLETED. 6" BED OF PEARROCK OR CRUSHED STONE FOR DRAINA( APPROVED GROUND CLAMP FOR CONNECTING POLE. BAREBOND WIRE AND GROUND TO DRIVEN GROUND RODS. (RODS) SHALL HAVE CONTACT WITH CLAMPS USED TO CONNECT CONDUCTERS TO THE GROUND ROD FOR A DISTANCE OF 1 1/2" MEASURED PARALLEL TO THE ENDS OF THE GROUND ROD. NAYS AS CALLED FOR LONG SWEEPING BOND WIRE CONNECTING ALL GROUND RODS TOGETHER. GROUND WIRE TO BE 3" DIRECTLY ABOVE CONDUIT. ELECTRICAL PULLBOX DETAIL NOTES: 1. QUANTITY AND SIZE TO VARY AS INDICATED ON DUCT BANK SCHEDULE THIS SHEET. 2. COORDINATE DUCT BANK INSTALLATIONS WITH OTHER TRADES. TYPICAL SECTION - DUCT BANK FOR POWER CONDUITS �I�l■[�I�YN11� PROVIDE QUAZITE BOX # PG3048BA EQUAL) AND COVER # PG3048HAOO "ELECTRIC". UNDERGROUND ELECTRIC MARKING E. I j I— >oQ� O � QooQooQo In In In 12" BURIED PULL BOX CROSS SECTION NOT TO SCALE 0 "v N #6 CU TO 5/8"X8' CU. CLAD DRIVEN GROUND ROD (TYP). PUMP WITH EXPLOSION PROOF JUNCTION BOX AREA CENTERED ON PUMP, 18" ABOVE GRADE EXTENDING 10' HORIZONTALLY FROM THE EDGE OF THE PUMP DIVISION 2 TYPICAL PUMP 1�-120V 3/4 HP EXPLOSION PROOF JUNCTION BOX, INTEGRAL WITH PUMP (TYP) DISCONNECT CONDUIT SEALING FITTING TYP. — TYPICAL ONE -LINE DIAGRAM PUMP CONNECTION NTS. SUB GAS PANEL LOCATED IN BUS DISPATCH BUILDING 20/1 CIRCUIT TYPICAL SUB PUMP UTILIZE EXISTING CIRCUIT BREAKER. 2 #12 THWN CU, 1 #12 GND IN 3/4" RIGID METAL CONDUIT. MINIMUM 24" BURIAL DEPTH (TYP). NOTES 1. EXTERIOR MOUNTED EMERGENCY DISCONNECT SHALL BE NON FUSED WITH A NEMA 3R RATING. DISCONNECT SHALL BE MOUNTED OUT OF THE HAZARDOUS AREA, BUT NO FURTHER THAN 100 FEET FROM THE PUMP(S). DISCONNECT SHALL BE CAPABLE OF BEING LOCKED IN THE OPEN POSITION. THE DISCONNECT SHALL BE CLEARLY IDENTIFIED AS THE SHUTOFF FOR THE PUMP(S). DISCONNECT MUST BE CAPABLE OF DISCONNECTING ALL CIRCUIT CONDUCTORS SIMULTANEOUSLY, INCLUDING THE GROUNDED CONDUCTOR. 2. WIRING SHALL BE INSTALLED IN THREADED RIGID METAL CONDUIT OR THREADED STEEL INTERMEDIATE METAL CONDUIT. ANY PORTION OF CONDUIT INSTALLED UNDER THE HAZARDOUS AREA SHALL BE SEALED WITHIN 10 FEET OF THE POINT OF EMERGENCE. THERE SHALL BE NO UNION, COUPLING, BOX, OR FITTING BETWEEN THE CONDUIT SEAL AND THE POINT OF EMERGENCE ABOVE GRADE. 3. ALL METAL RACEWAYS AND ALL NON -CURRENT CARRYING METAL PARTS OF ELECTRICAL EQUIPMENT SHALL BE GROUNDED AND BONDED. LOCKNUT-BUSHING AND DOUBLE LOCKNUT TYPES OF CONTACTS SHALL NOT BE DEPENDED ON FOR BONDING PURPOSES. BONDING JUMPERS WITH PROPER FITTINGS SHALL BE USED. NEC 250.92(B)(2)-(13)(4) 4. JUNCTION BOXES AT PUMPS SHALL BE RATED NEMA 3R AND NEMA 7D-EXPLOSION PROOF. CLASS 1, DIVISION 2 AROUND DIVISION 2 5—FT RADIUS AROUND VENT DIVISION 1 SURFACE OF TANK CONTENTS DIVISION 1 NOTES 1. IF A DIKE IS USED, AND THE DIKE HEIGHT IS GREATER THAN THE DISTANCE FROM THE CONTAINER TO THE DIKE, THE AREA BETWEEN THE CONTAINER AND THE DIKE SHALL BE CONSIDERED A CLASS 1 DIVISION 1 LOCATION. 2. AREA WITHIN 3' OF ANY EDGE OF FUEL PUMP EXTENDING IN ALL DIRECTIONS SHALL BE A CLASS 1 DIVISION 2 LOCATION. FUEL STORAGE NTS. HAZARDOUS AREA DETAIL - CLASS 1 , DIVISION 1 & 2 NOT TO SCALE SPECTRUM DESIGN architects I engineers Plaza Suite 1 10 Church Avenue, SE Roanoke, VA 24011 540.342.6001 SPECTRUMPC.COM NEW CONSTRUCTION FOR AVO N FUEL STATION Spectrum Design Project No.: �111111{{ .%4EALT110 Fp0'o, G tp " JBFFRBY W. WIGGINGTON y Lie. No. 032781 'AUG 23, 2021 kw 00040NAL V,� �.. PROJ. MGR.: CHECKED BY: DRAWN BY: DCV JWW CLH SHEET ISSUE DATE: 08.23.2021 PROJECT PHASE: BID DOCUMENTS REVISION NUMBER KEY PLAN: SHEET NAME: ELECTRICAL DETAILS 21034 H_V q NOT TO SCALE SHEET NUMBER: E501