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HomeMy WebLinkAboutSDP202100072 Plan - Approved Major Amendment, Final Site Plan 2022-02-02Er architects I engineers PLAZA SUITE 1 1 10 CHURCH AVENUE SE ROAN O KE, VA 24011 540 . 342 . 6001 FAX: 540 . 342 . 6055 www.spectrumpc.com PROJECT NUMBER: -0p Aug. 23, 2021 Q012 S10�IAL �N 21034 CITY OF CHARLOTTESVILLE AVON FUEL STATION 1505 AVON STREET EXT CHARLOTTESVILLE, VA 22902 CONSTRUCTION DOCUMENTS 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 I101114 I►cy1l 9111310 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 77E1-1 D 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. AUGUST 23, 2021 PROJECT LOCH 1505 AVON STR CHARLOTTESVI Submittal Type Reviewed and Approved by the Community Development Department Date— h 2., 202 File#— S&2c` Z1 0007Z, Signature APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING 2. Z . 20ZZ ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBERMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT Z O b z U LU ) d- Oo In N COW P.T. 2xWD BLOCKING (TYP) CONT SHINGLE OVER RIDGE VENT (TYP) 2x10 P.T. JOISTS 0 16" OC; CUT AS SHOWN (TYP) DASHED LINES INDICATE P.T. ASPHALT SHINGLES OVER 15# FELT 2x6 GABLE TRIM BEYOND CUT AS SHOWN ON 1/2" EXT GRADE PLYWD SHEATHING (TYP) (TYP 0 EXT GABLES; PAINT) 12" 12" (TREPj NISHED ALUM DRIP EDGE 6" JOIST BRG 2x6 P.T. WD FASCIA; PAINT (TYP) PROVIDE COW 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. COW 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) JOIST BRG 1/2" EXT GRADE PLYWD SOFFIT; PAINT (TYP) — 2" DIA ALUM SOFFIT VENTS w/INSECT SCREEN CENTER IN JOIST SPACES (TYP OF 10) 0 I 3" SQ STEEL POST; PAINT (TYP OF 2) FIN GRADE N 2'-0" (TYIP) I I I III —II :III=III= . 1II1MIE i,111111111 M'r �P" CROSS SECTION POST 1'-7 1/2' 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 EQUIPMENT, QUANTITY AND TYPE AS INDICATED ON PLANS. POST 1'-7 1 /2" COW 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) MOUNTING RACK AND CONDUITS SHALL BE PAINTED WITH TWO COATS OF RUST INHIBITING ENAMEL. (COLOR AS SELECTED BY ARCHITECT). I 1-1/2"x1-1/2" KINDORF, TYPICAL. AS REQUIRED FOR EQUIPMENT AND CONDUIT SUPPORT. U—BOLTS, TYPICAL KINDORF PIPE STRAP, SIZE AS REQUIRED, TYPICAL. FIN GRADE FIN GRADE 111=1 11=1 11=1 11=1 I _ °' 1=1 11=1 11_ =1 I I=1 I I-E I=M='fl 1=111=1 I I I I=11 I=1 I I- '' I I I=1 I I=1 I IE 1 1=1 I r _I I1=1 I I1=1 I I= I I I _ .. I I I II=1 I II=1 ITT=III=1 I I=I I I=1I I I=1I I I=1_I I= III —III -I ° I 11=1 1=1 1=1T1=1� 1= ' =1 I I=1_I =1 I I 1=1 11=1 I I- =1 11=1 I I —I 11=1 I I=III—I_I I —I I i 1=1I 1=1 I I:' III —III —I 11=i'' '=III —III —II III —III —I III=III=III=III=III=III—I_II— III —III —I 11=III=III-'' —IIII—III_ 1=III=IIII- —IIII—III—III—III—III—III—I11 11=III=IIII_ IIII—III=' III-III=1 III=1 I I=1 I I III III-1 I I=1 1= III —III —I I I —III —I' '�I�1111�1. ° ,�'° — _���_-, ��—III-III 11=-�—���_ ••;. � ..� IIIIIIi Ij� CONCRETE, TYPICAL. g" NI-1—CONDUITS—� �P LONGITUDINAL SECTION EQUIPMENT RACK MOUNTED AT GRADE DETAILS NOT TO SCALE CANOPY GUTTEF BY CANOPY MAN CANOPY COLUM MANUF. 10" SO It CANOPY BY CAP MANUF (TYP) CANOPY SOFFIT CANOPY MANUF CANOPY GUTTEf BY CANOPY MAP SIDING PER CAN MANUF (TYP, RE ELEVS AND SECI COL -.99911161 1/A101 CANOPY REFLECTED CEILING PLAN ----- IA100_ ' 1/4"=1'-0" PLAN NORTH NUF; CENTER IN 4 PER CANOPY AS AL) /a CANOPY GUTTER BY CANOPY MAN CANOPY COLUMI MANUF. 10" SO N PROVIDE FIRE EXTINGUISHER; STRAP TO COL 1 PER CANOPY) CANOPY BY CAP MANUF (TYP) CANOPY GUTTER BY CANOPY MAN SIDING PER CANT MANUF (TYP) CANOPY PLAN 1001A100 ' 1/4"=1'-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.: PROJ. MGR.: CHECKED BY: DRAWN BY: DCV DGM DGM SHEET ISSUE DATE: 08.23.2021 PROJECT PHASE: BID DOCUMENTS REVISION NUMBER KEY PLAN: 21034 DATE 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: SIDING BY CANOPY NAAKII IF /TVP1 F_ N N O N O U N n 0 0 0 U m 0 0 0 Q, O N U Q cy� N (y) O N O 1 fir\ UUIVU IJL"IU CONCRETE PAVING I I SLAB (TYP) (TYP) I I I BOLLARDS SEE MACHINE BEYOND EMERGENCY SPILL PLAN FOR LOCATION BOX BEYOND AND DETAIL THIS I DASHED LINES SHEET(TYP) INDICATE CONC FDN BEYOND PER CANOPY MANUF (TYP) VEHICLE FUELING CANOPY (-1 ELEVATION A100 A101. 1/4"=1'-0" Y BY CANUPY MANUF DASHED LINES INDICATE CONC FDN BEYOND PER CANOPY MANUF VEHICLE FUELING CANOPY (TYP) (a::� ELEVATION 1001 A101. 1/4"=l'-0" VEHICLE FUELING CANOPY SECTION 1001A101, 1/4"=1'4' 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) — 2' EXP JOINT w/ SEALANT SLOPE $':1'-0" ° 4. 8" THK DRIVE AISLE CONCRETE PAVING (TYP) BASE PLATE AND ANCH BOLTS PER CANOPY MANUF (TYP) FORM AROUND BRG/BASE PLATE AS SHOWN. POUR SEPARATELY w/"' EXP JT SURROUND (TYP) `— 0 I HF% I,UNI; IJLANU UASHLU L11IL6 SLAB (TYP) I (� INDICATE CONC FDN BEYOND PER CANOPY MANUF (TYP) VROUNDED CONCRETE TOP CONCRETE SURFACE SEE STRUCT/CIVIL 6" 0 CONC FILLED STEEL PIPE BOLLARD (PAINT; TYP) 8" THK CONC ISLAND SLAB (TYP) co q 'x B. ✓ / / 3000 PSI CONCRETE AGGREGATE<. BASE (TYP) 1'-10" BOLLARD DETAIL 100 A101 1/2"=1'-0" NOTE: 6" DIAMETER SCH 40 STEEL PIPE BOLLARD FILLED WITH 3000 PSI CONCRETE. PAINT WITH RUST PROHIBITIVE PRIMER AND ENAMEL. PAINT CONCRETE Q TOP, DON'T PAINT Q BASE FIRE EXTINGUISHER; STRAP TO COLUMN (1 PER CANOPY; TYP) FUEL TANK BEYOND SOFFIT PANELS BY CANOPY MANUF (TYP) I I FUEL DISPENSER I I COLUMN BY BEYOND I I CANOPY MANUF. 10" I I SO MAX (TYP OF 2 II II PER CANOPY) STL BOLLARD. SEE DET I THIS SHEET (TYP) I' EXP JOINT w/ II II SEALANT II II I I I I 8" THK DRIVE AISLE I I I I CONCRETE PAVING (TYP) II II r SLOPE 8':1'-O" 8" THK CONC ISLAND a a CONC FOUNDATION SLAB (TYP) PER CANOPY MANUF ( .d 4 (TYP) 8 a d a 8 •a CQ6UM. , BRG PLATES, FDN (TYP) .° CQ�Uivl ,BRG PLATES, FDN (TYP) ' :a'.° °s :a•° EQ EQ EQ EQ 4'-0" 1 1 4'-0" VEHICLE FUELING CANOPY SECTION 10OIA101. 1/4"=1'-0" 0 co r y�y CANOPY BY CANOPY MANUF (TYP OF 2) CANOPY GUTTER BY CANOPY MANUF (TYP OF 2) 0 CANOPY BY CANOPY MANUF (TYP) 1 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.: fr J CV VENABIL L.1c Na, 8832 AUG 23, 2021 PROJ. 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 SHEET NUMBER: Al 01 21034 DATE w @ Op I sS r1 SURVEY NOTES 1.) HORIZONTAL DATUM: NAD-83 (VIRGINIA SOUTH ZONE) -N 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, RIVMNA WATER & SEWER AUTHORITY ELECTRIC - DOMINION ENERGY 4.) MISS UTILITY CONTACT INFORMATION: TELEPHONE: 1-800-552-7001 TICKETS: I B436200459 5.) THIS TOPOGRAPHIC SURVEY WAS PREPARED WITH THE AID OF AERIAL PHOTOGRAMMEIRY 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 h \ I \ + k23• ( � LEGEND p = MANHOLE Xj +X \ + \ i 100 k08 6 G� I k I 1 + �-x x x \ I X/ 0 rrf CLF CC I x®- -®'X ` X L - GATES 1 t.� 406.9 + 0 / + k11 ? \ I cc U U 410 i1 U Q!: U0 + X\ Ok+ G 1 k01 5 a csW F_ XCN-LINK SECURITY FE NCE ENCE CC k11 6 + D4 = WATER VALVE cc k19 6 + -b- =FIRE HYDRANT � GRASS w ® = WATER METER = LIGHT POLE / LAMP POST x, W sC -@- = UTILITY POLE "' oA = GUY POST & WIRE 'j o ®D = STORM DRAINAGE MANHOLE k21 k1�10 + X N ® = SANITARY SEWER MANHOLE Qo = HEAT PUMP / AIR CONDITIONER �x ►�1 = GAS VALVE O° C p = GAS METER` ® = POST or BOLLARD W i = SIGN POST X v ® =MONITORING WELL , 12 = SANITARY SEWER STRUCTURE + 05W 34 =STORM DRAINAGE STRUCTURE Jx k2 N Ik2+ i I I 1 .�E� I I � 1 � l�r,r I WTI f �.•' Y, ' i I � r 1 w�� 1 I �I ( @ Q >I k26 a+ J \ 1 ' w ' _0-11 CD 0 _I o U N >I � I� S 10 k29 + �1 I �2 1 I g z r, Ik�g• � rr I I O I : i tz ► s \ I 6 429 o0 1 0 I P,� CC w N L'- \ I + 2 m W Y k21+ 119 k22 6 n �e LLJ + k11 6 \� w U k13 x \ k08 1 + I V) ILI- �G �� I U 40$ 6+ x O + ° k°$ k+24"RCP SD _ —�-° - — � h CSw I__ -- CC CSW QX 'Q k110 I a _w _--w _w _w _w �c� k15 • ;# s C, X 1 w"PE GL,,...w,.��:. __, 1"PE .G� _,..... + k13� /X „ .�.... .. _..._, c� x x x x x�x'.. x x x x x x x x�„„ w Y = f Z U -------- 15"RCP SD---- O° mZ¢ W fy o=) PS�\ ❑r " X + m V) M k15 � I P�� PR9 S�1QE c i m °°•��1�\ � �ipob� � s�P, �P� z i 1 + << N w ❑ X I �3 3 ❑ OZ p�Ra l... „a. a= > N W ell x cc cc o k1 + GRASS k151+ GRASS k t,` t ✓'` PE GL W W 0 I �•.....� GAS' M'i£R C N k15 I „1 ❑ SUAPLY ,... ..r.n<..,.,,.,..,.... N \�1�' 2" !"RVICE + I iC8 X 1:Z. CONC., P.f�.T;.,....,,.,.... - + 6 6 k $�sP tips k1 W tx) C C "3 06 c cn �I IX 6 $ k12 I W 5 6 k15 � I U❑ oA5�5 cp �' N k1N 1 U k116 _ + I + wx k16.W Cu k15 0 U cn C/, I cl v2 IX C W • k11 I x � � 5 ?� k112 'A 5� 5 k1�• c N N oo n � r gFy° ��R°PGQ ksy°P k1 k? C k1S 9 C + k11 6 ❑ + ! X + S Cn + in $S cn N a� ape j ,X�14 LLC W G�Pk2k� n 36 W o ov 0 vSS ocl r J 5 2 N + k�31 c N c �Q 0 ❑ ❑ G C w xrL, 2 N N ❑ �.s.s� 0 0 0 0 0 W 0 0 0 0 0 W 0 0 0 0 W k19' 0 C (C N N U ° f S 0 o W S 0 0 CC) 0 0 jc=n] Ge U0 0 0 0 0 0 0 +-61,/ _."\U �� + k2� o 0 0 'All p O 0 0 o GRASS 0 0 0 GRASS + 0 0 o GRASS 10�p -z 00o CC 00 o CC 0 0 o CC + k21 ? / �.,•_. i; � .......1� �..,,2._} k16 � + GA k21. F k X X X x x Li1 I + k25 kZk 6 g I k22 G Q 0.5 + k11 1 + o 0 N w 9 � � V) F- k1k w —1 0 i G� k 6 5 k1 + + k1y1 WOOD F, RA�1E SHED SALT SPREAD/SPR\/FADERS . w J U k P5 + 0.1( PSG°� �O EP 0 I J 1 1 1 cc ¢ 11 cc O # I I I �yrv".;..l..v.v,��„rv'•:=x-v•.v'..,r'r�(,.� Z: J-�-'v.y.X..,✓.,.f..,,..,r X X X � „�'v....,,�x :.-ti..�j.,\ X X X ✓_f X X ✓'v N �, CHAIN -LINK SECURITY FENCE ,Y., , �v r.-..f,.f..,..:" v x x X \ z"�'v" ",V....., EP ( I I \ X x -�� CC v� X X _x_ v'vvv v..�.,,,.,. ti•r.,, v, v. .v., r 3 v'V". ti.. <w YY v �. '<l LF Lq IL ) 5-6--33'43 W85 TOTAL II I 'CIC,---------- -- — _ — G \ \ 'C� I I EL 1 �✓ ..� I �.,,..1.25"SC GL 125SCG � _ T: 40 \ F ' i \, jw. ;w\ w ; k 1 t \ k+ 2 \ ,.rY\ I. i + �P 0 /_.,...,....,._............._.,_.._...................__W.,___.._..,................_._.....:. ✓ , �� : �.=4 �1 I CC&G kk� 3 kk� 6 ° U 20' 10' 0 20' 40' i 0 N k00 $ + k001 + cd'G + k011 011 SPECTRUM DESIGN architects I engineers SPECTRUMPC.COM NEW CONSTRUCTION FOR AVON FUEL STATION KEY PLAN: SHEET NAME: EXISTIN SHEET NUMBER: G CONDITIONS 0 (y) � � I 1.25 SC GLLLJ 00 I Q _J 0,1- C) U { W > o i WL 11� I o LliLn k 1 VI I WQ- r� + 1$ k1�? + k15 k1� 0 LJN 1 :I 1 I c�3 �I ` I ,PE.,,.GL, ,,N...... 1 ., X x Li I 5 I I + • Ld I p6 I I k2 k1$ I \ >> 0¢ T� ; I S Q CC CSW k16 S + xCHAIN-LINK SECURITY FENCE CC 6 k11 p (( C I CC GRASS CLI w w" I � I r1 ► ? f � O> I C 1 x? O I I ` CD ( ( C � I 1 � I ? � N -�J °'� I , t X, k25• I I � I t' I l� IJ I zj 0 ' C) vUi II �I ill y r �v; k V \ [0 \i \ X \ + kOg i1 I � (I.VC0 Ln � \ F.�� 6 I o xc.> S \ k11 � GG o� CP SD N\ CSW -- i CG CSW aX 10 k1 \ I t 1 -i i' T T i T l•f�. _ ... .................w 1 ,;PE GL,.,, . 1, PE GL k1� x w b S X X�—�� f" w Z U U 1 -------- 15"RCP SD---- o mom¢ w� ,qzcon 3 F c3 + �tiQE (n co c i� 0 $ k1k. k I P coy tom, o x�.. + \ Is ✓ w w 0 J ❑ 3 ❑ oR _ if-� � � :._.• � W d°s X I OO � k1° � 4116+ \ GRASS 15� I �o��-...,,��... G�,c �'-`.,X X + k GRASS k129 , .. eP � °RP~� e �� �\ DD COO M�I£ft .iCr'r X X_ ,if k1 NN k15 ' „1 1" SUPPLY + X8 X70' CONC. ?AF3-••.:•;,r....... ^••.^ I k16 6 Ps $SAP ti0 C N N SEE SHEET C101 A FOR DETAILS ON 2 FUEL STATION $ 6 DEMOLITION \> k1 W F ; osc q{r 5 � ❑ o�s�5 c � W 5 6 I k1 iU C 1 6 k1C k1 r N k1 N + I + k125 + M W C N s W SQ�P�� — P k1$g C + V) Iz r 2. k ` I w >I ` t a)I N N of I V) o U NII I� ? I < 3 k226 cn W I I f> I X + tW Cn I l 00 C I I I C 3X 20? 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CHAIN -LINK SECURITY FENCE \ r( X f'JEP CLFX x � � �.-� y..; .L.. s'Y v.,,.,. .. ,✓•./'Y� � " "s Lq — — —� co N 5-U3'43" W ----,t85-.a4TOTAL 440— 1.25"SC .GL �,:j --- � \ ,> 5 F E r LLI_: \ k ' k \ 0 .. I ..t .. F I I r\ \ 442 1 y I I I �✓ 6"DIP WL-- �— — — Q+ kk� 1 I 12 ACSA \ \+ \F ? I I I I I I I I I ) �kOk�—L— k \ I o � _J �/� D.B. 816, Pg 492 w.......... . \ E NEW CONSTRUCTION FOR AVON FUEL STATION Spectrum Design Project No.: KEY PLAN: SHEET NAME: DEMOLITION PLAN 21034 DATE 20' 10' 0 20' 40' 1" = 20'-0" SHEET NUMBER: a (y) N O CV 0� O U O ❑ O O CL 6 .N O U T m N O CL 3 fN 0 N U N / 0 N =i 10' 5' 0 10' 20' 1" = 10,-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.: � L 0 MICFIA ® A. RAKES Lic. No. 28199 PROD. 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: C101A 21034 DATE 412,E SPECTRUM DESIGN architects I engineers U (y) N 0 N O� 0 U Q) 0 -a Q� -i- O n a3 11) T m 0 CL (y) 0 N 0 U N / co 0 N / Y \ - --- - - - - ---L- SURFACE COVER LEGEND ASPHALT SURFACE — P1 DET. 002/C501. • .a CONC. PAVEMENT (BUS LANE) — REFER TO P2 DET. 002/C501. CONC. SURFACE (ISLAND SLAB) — P3 DET. 002/C501. — - X -177 _ \ _ 1\L 11\V ILJ. DISPENSER 21 EMERGENCY SPILL BOX 24-X48- 31 AIR COMPRESSOR 41 24" DIAMETER ABSORBENT BARREL 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 PROCEDURE: SUPPLIER/OPERATOR SHALL DETERMINE THE VOLUME REQUIRED FROM INITIAL LEVELS TO 90% OF THE TANK CAPACITY PRIOR TO INITIATING FILdNG OPERATIONS �3\CONTRACTOR SHALL INSTALL SIG ��IIE ON CH SIDE OF EACH TANK ID I�TII=YING THE MA IA AND CAPACITY OF EACH TANK IN ACCOR NCE WITH NFPA 704 WOOD FRAME SHE SALT SPREADER` 10' 5' 0 10' 20' 1" = 10'-0" 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.: Z< 0 MICHA A. RAKES � Lic. No. 28199 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: CIO A 21034 DATE ,6 0 c) N O N O U O 0 O O a O U T ca N O a 3 7q N Q U O N / 3 0 / U N O N =-i 1" = 10!_0!! 10' 5' 0 10' 20' SPECTRUM DESIGN architects I engineers SPECTRUMPC.COM NEW CONSTRUCTION FOR AVON FUEL STATION Spectrum Design Project No.: KEY PLAN: SHEET NAME: DIMENSIONAL & UTILITY PLAN SHEET NUMBER: ADM 21034 DATE E 0 N N 0 N -5 Q) 0 CL 6 .N U m 0 a- U 0 N / 0 / U CV d' c� O N =i 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) L.R = 30 PSF C. SNOW LOADS: I. GROUND SNOW LOAD, PG = 30 PSF II. EXPOSURE FACTOR, CE = 1.0 III. IMPORTANCE FACTOR, = 1.0 IV. THERMAL FACTOR, Cr = 1.2 V. FLAT ROOF SNOW LOAD, PF = 25.2 PSF VI. SNOW LOADS SHALL BE INCREASED FOR PARTIAL LOADING, UNBALANCED, DRIFTING AND SLIDING CONDITIONS AS REQUIRED BY ASCE 7. VI. WIND LOADS: I. ULTIMATE WIND DESIGN SPEED = VULT = 115 MPD II. NOMINAL DESIGN WIND SPEED = VNN = VULT*0.775 = 90 MPH III. EXPOSURE CATEGORY B E. SEISMIC LOADS: I. SEISMIC IMPORTANCE FACTOR, = 1.1 II. MAPPED SPECTRAL RESPONSE ACCELERATIONS -S5=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 UL FRIMtU ANU VAINitu. 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 %" X 12' HOSE, X" AUTOMATIC NOZZLE, Y," 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"DX27'L) • (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, 1" 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 BLIND 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. SUMMARY INCLUDES HEATER TO PREVENT DEF FROM FREEZING. .SSG 1Y 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 GAL DEF CUBE SYSTEM TWO AST SYSTEMS & CUBE ki 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 9E 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'X35'X8' 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 DISPENSERS:1-1/2' 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. INSTAL (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,VARLANCES, 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 INSTAL LATIONS,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.=**** (PLAN VIEW) X 2 CENTER "T" SUPPORT N PRECAST DOUBLE DI-1 TOP MASONRY OR SPACER BLOCKS EXISTING BASE & OUTLET TO REMAIN. NEW 4" PVC CONNECTION FROM CANOPY DRAIN INV.=**** I 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. a< 1" ROUNDED -� CONCRETE TOP 4. -a °d ASPHALT 1" CONC BEVEL °4 a a a < :a Xl\ 6 3000 PSI \ AGGREGATE CONCRETE /\ / . ' \ \ /BASE 4- a 0 i 0 i N 1'-6" 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. 2" TYPE SM-12.51) ASPHALT CONCRETE 3" TYPE I M 19 ASPHALT CONCRETE 8" AGGREGATE BASE MATERIAL TYPE 1, #21 A OR #21 B* COMPACTED SUBGRADE* ASPHALT PAVEMENT 7.v ,v. v ,v. v ,v. v ,v. 8 4,000 PSI CONCRETE #5 BARS @ 12" O.C. EACH WAY AND V. v .. v v .. v v .. a v .. V. SUPPORTED ON 5" CHAIRS. \ o\o\m�Oo\\o\QAoo\ O mO� Z o\o\ Qo\o\ Qo - 6" AGGREGATE BASE MATERIAL o\\ O O #57 STONE - COMPACTED SUBGRADE. CONCRETE PAVEMENT 95% MAX. DENSITY PER ASTM D-698 BUS LANE �. v :.v. _ v :.v. _ v :. v. _ v :.v. 8" 4,000 PSI CONCRETE v : W...v W...v \UcS'�OQc4�O�c��Ol�c4�0Uc4�0U�c5'g0 ATE BASE MATERIAL #57 STONE - COMPACTED SUBGRADE. CONCRETE PAVEMENT 95% MAX. DENSITY PER ASTM D-698 ISLAND SLAB * 95% MAX. DENSITY PER ASTM D-698 003 PAVEMENT SECTIONS C501 NO SCALE FINISHED GRADE (WHETHER LANDSCAPED OR PAVED) SUBGRADE (WHETHER LANDSCAPED OR PAVED) /�\\ NEW "STORM DRAIN" WARNING w TAPE AT 6"-12" DEPTH AND o \\\� \ AT OR BELOW PAVEMENT \ \, SUBGRADE. M LLJ v COMPACTED BACKFILL z Z U- o i - 6" MINIMUM - 12" MAXIMUM U 4" MINIMUM, TYPICAL OR o NEW COMPACTED VDOT STD. #25 OR 6" MINIMUM IN ROCK #26 AGGREGATE TO PIPE SPRINGLINE 004 NEW STORM LINE TRENCH SECTION 7 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 SEALANT 1/2" EXPANSION JOINT SPACED 0 30'-0" C/C 005 JOINT DETAILS C11 02A C501 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 AVON FUEL STATION Spectrum Design Project No.: 21034 Nur.rr 6;00 MICHA A. RAKES Lic. No. 28199 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 SHEET NUMBER: INCOMING ELECTRICAL SERVICE vivvvivivw i EXISTING - ONE -LINE DIAGRAM NOT TO SCALE EXST F LI, cot _ECTRI 'ICE ;AL ONE -LINE LEGEND 10 PUMP 20 FUEL MANAGEMENT SYSTEM �3 INTERSTTIAL SENSORS ® PROBES 0 LIGHTS W/PHOTCELL 0 FUEL DISPENSER O BLUE DEF DISPENSER ® AIR COMPRESSOR ® CONTROL BOX 0 ELECTRICAL PULL BOX © COMMUNICATIONS PULL BOX 1� RELOCATED SECURITY CAMERAS EMERGENCY SHUTOFF LUAIIINAIRE SCHEDULE/LEGEND CALLOUT SYMBOL LAMP DESCRIPTION DRIVER MOUNTING BASIS OF DESIGN INPUT VOLTS LUMENS (BOD) WATTS ULTRA SLIM 11/16" PROFILE DIECAST q � (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: \Uwa\chy ton\Documente\.b7clff6244b5b25e55fOb5fa5cl3a69d.Image.550x550.pg +8.6 +10.1 +10.2 +10.4 +11.0 +10.8 +9.8 +9.1 +8.6 +9.2 +9.8 +10.9 +10.9 +10.4 +10.2 +10.0 +8,e T 17.023.4+ 21.2 + 20.9 +� + 22.4 + 16.7 + 14.4 + 13.3 + 14.6 + 17.0 +* + 23.9 + 20.9 + 21.1023.1 1 +22.0 +26.2 T28.2 +29.0 +28.2 +25.6 +22.0 +18.3 +16.8 +18.6 +22.3 +25.9 +28.3 +29.1 +28.1 +25.8 +2 + 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 + 22 +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 +2 +21.9+25.9 + 28.2 + 28.8 + 28.0 + 25.3 + 21.9 + 18.0 + 16.6 + 18.3 + 22.4 + 25.6 + 28.0 + 29.2 + 28.0 + 25.6 + 21 0 +17.1 +22.5 +20.7 +20.5 +� +21.7 +16.3 +14.0 +13.1 +14.1 +16.6 +22.0 +23.1 +20.5 T21.22222.8 +1 + + + + + + + 9.6 + 8.9 + 8.4 + 8.9in5 + + + + + + + CANOPY SYSTEM - POINT BY POINT LIGHTING CALCULATION 1 5 6 5 .3 .5 CLASS 1- DIVISION 1 & 2 WIRES I 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 Spacing 24 main breaker NO AIC Rating breaker rating Mounting SURF Load Served WIRE CB CKT VA/PHASE CKT CB WIRE Load Served SIZE A B SIZE 1 SUB PUMP EXST 20 2 20 EXST SUMP PUMP CANOPY LIGHTS EXST 20 20 EXST SUB PUMP 8 9 20 EXST AIR COMPRESSOR FUEL OFF EXST 20 10 11 20 EXST 110V IN KIOSK 12 13 AC RECPT IN KIOSK EXST 20 14 40 EXST CNG 15 16 17 SPACE ONLY GATE OPENER EXST 20 18 19 SPACE ONLY 20 SPACE ONLY 21 SPACE ONLY 22 SPACE ONLY 23 SPACE ONLY ,. TOTAL LOAD: I 0 amps/phase. FO I Rating 120/240 Bus Rating 125 I NOTES: Phases 1 Lug Rating 125 REWORKED SUB GAS PANEL wires 3 Pole Spacing 24 main breaker NO AIC Rating breaker rating Mounting SURF WIRE VA/PHASE WIRE Load Served CB CKT CKT CB Load Served SIZE A B SIZE 1 NEW SUB PUMP 1 12 15 2 15 12 NEW SUB PUMP 2 3 4 5 30 10 NEW DISPENSOR 2 NEW CANOPY LIGHTS 12 20 6 20 12 CONTROL BOX 8 9 20 EXST AIR COMPRESSOR FUEL OFF EXST 20 10 11 20 12 RETAINED FUEL MGMT. 12 SYSTEM PEDESTAL. NEW DESPENSOR 1 10 30 13 14 40 EXST CNG CONTROL BOX 12 20 15 16 17 20 12 NEW VEEDOR ROOT GATE OPENER 20 18 19 20 21 30 10 BLUE DEF DISPENSER NEW FUEL MGMT. SYSTEM 12 20 PEDESTAL. 2 2 SPACE ONLY 23 SPACE ONLY TOTAL LOAD: I 0 1 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 f044-4-1p� - o,� NL T11 p� JEFFREY W. WIGGINGTON � Lic. No. 032781. A OAU G 23, 2021 ,V - 101 w°i 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 "TYPE A" NOT TO SCALE 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. PMELBOARDS 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 APE— 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#9L15ECC001, 3—POLE GROUND —FAULT PROTECTION: COMPLY WITH UL 1008 FOR NORMAL BUS. RSC/RAC >V' DIA 36 INCHES PER NEC NONE 650V RMS *"QUELL! SECONDARY LIGHTNING ARRESTOR AND GENERAL ELECTRIC J9L18BBB301, 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 19. EXCAVATIONS RNC NEC 388-30 "ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS. A. PROVIDE EXCAVATION AND SHAPING OF TRENCH BOTTOMS TO PROVIDE UNIFORM BEARING AND SUPPORT 2. PROVIDE SURGE PROTECTION DEVICE (SPD) ON ELECTRIC SERVICE AND ON EACH ELECTRIC SERVICE SEPARATELY OF CONDUIT(S). SHAPE SUB —GRADE TO PROVIDE CONTINUOUS SUPPORT FOR JOINTS, FITTINGS AND B. CONTACT MISS UTILITY AT 811, 1-800-552-7001, OR HTrP:14M.MISSUTIUTYOFVIRGINiA.COM NO LESS 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. THAN 72 HOURS PRIOR TO EXCAVATION AND DO NOT DISTURB THE SOIL UNTIL THE DIG TICKET HAS BEEN AS CLOSE AS POSSIBLE TO THE SERVICE EQUIPMENT OR WITHIN ff. SPD UNITS SHALL BE RATED FOR 250KA SURGE EXCAVATE TRENCHES 6 INCHES DEEPER THAN ELEVATION REQUIRES IN ROCK OR OTHER UNYIELDING 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/COMMUNICATION 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 20. SECURITY SYSTEM 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 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 A. PROVIDE ROUGH IN FOR SECURITY DEVICES AND CARD READERS AS INDICATED. PROVIDE BOXES, 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 DISPLACEMENT. FIRMLY HAND —TAMP BACKFILL AROUND CONDUIT TO PROVIDE MAXIMUM SUPPORTING CONDUITS, FITTINGS AND PULL STRINGS. INSTALLATION OF SECURITY DEVICES ARE OUTSIDE OF THE ALL FEEDER DISCONNECTS SHALL BE RELABELED AS NECESSARY. OFF SYSTEM OR WHERE REQUIRED FOR ELEVATOR EMERGENCY BATTER`( DISCONNECT. COORDINATE WITH EQUIPMENT 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. SUPPLIER AND WITH SPECIFICATIONS. PROVIDE NEMA-1 SWITCHES INDOORS AND NEMA-3R SWITCHES OUTDOORS AND CONDUIT CONNECTIONS AT END OF RUN AND COMPLETE BACKFILUNG WITH NORMAL COMPACTION TO 85 CONTRACTOR TO COORDINATE WITH OWNER SELECTED VENDOR AND PROVIDE MARK UP DRAWINGS THAT LIGHTNING PROTECTION SYSTEM( LPS) IN WET OR DAMP LOCATIONS. PROVIDE FUSIBLE TYPE UNLESS NOTED OTHERWISE. SWITCHES IN KITCHENS SHALL BE PERCENT OR TO MATCH CIVIL COMPACTIONS REQUIREMENTS FOR THAT AREA WHICHEVER IS GREATER. INDICATE ROUGH IN REQUIREMENTS THAT ARE DEVIATIONS FROM CONTRACT DOCUMENTS. PR❑VIDE LIGHTNING PROTECTION SYSTEM PER NFPA 780. STAINLESS STEEL 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. "COMMUNICATIONS/AUDIO VISUAL — COMMERCIAL FUSIBLE DISCONNECT IN A COMMON NEMA-1 ENCLOSURE WITH EXTERNAL PADLOCKABLE HANDLE. PROVIDE FUSE CUPS D. THROUGHOUT THE LENGTH OF THE ELBOW. 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, EMERGENCY POWER OFF (EP❑) MOTOR FUEL DISPENSING FAC I L I T I ESt FOR CLASS—R FUSES. 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. (REDLINE) 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 E INSTALL INSULATED GROUNDING BUSHINGS ON TERMINATION AT EQUIPMENT. BURY ING 12" DIRECT BURIED CONDUITS. DOCUMENTS. [SAFE]). F ONDUfT,ABOVE ALIGNNG TAPI�AL•ONG THE WIDTHROUND AND ALONG THETCPENTERLINEXOMATELY C. PROVIDE ROTARY TYPE HOA SELECTOR SWITCH, PILOT DEVICE CONTACTS AND AUXILIARY CONTACTS AS 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 PAN —HEAD SCREWS AND EXPANSION SHIELDS ON BLOCK WALLS OR CONTACT TYPE PERMANENT ADHESIVE ENCLOSURE IN KITCHENS. WET LOCATIONS. ALL BOXES SHALL BE LISTED AND LABELED AS DEFINED IN NFPA 70, BY A QUALIFIED FOR DIRECT FASTENING TO EQUIPMENT FOR ALL MAJOR PIECES OR ELECTRICAL EQUIPMENT INCLUDING AS TESTING AGENCY, AND MARKED FOR INTENDED LOCATION AND APPLICATION. A MINIMUM BUT NOT LIMITED TO ALL SAFETY DISCONNECT SWITCHES, ENCLOSED BREAKERS, EMERGENCY 5. LIGHT FIXTURES B. METAL FLOOR BOXES: MATERIAL- CAST METAL OR PVC COATED GALVANIZED METAL TYPE: FULLY POWER SYSTEM INVERTERS, METER ENCLOSURES, CURRENT TRANSFORMER CABINETS, PANEL BOARDS AND A. LIGHT FIXTURES SHALL BE FURNISHED LIGHTER THAN AIR FUEL APPLICATONS. ADJUSTABLE, SHAPE RECTANGULAR. PROVIDE DIVIDER AND AS SEPARATOR BETWEEN DAT D SWITCH BOARDS. B. PRODUCT IS SUITABLE FOR CLASS 1 DIVISION 2 WHEN PROPERLY INSTALLED. 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 OS1 AND UL 514A. 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 A. 20A, 120/277 VOLT, SIDEWIRED, FEDERAL SPECIFICATION GRADE TOGGLE SWITCH, GRAY WITH STAINLESS STEEL DEFINED IN NFPA 70, FOR INTENDED LOCATION AND APPLICATION. BOXES INSTALLED IN WET AREAS 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 PULLING —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 GA 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 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 TELEPHONE,DATA, 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 BE 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 24.1.1 BUILDING WIRE SHALL BE SINGLE CONDUCTORS IN CONDUIT OR RACEWAY. CONDUCTORS SHALL BE 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 COPPER, 112 MINIMUM CONDUCTOR SIZE, SOLID FOR #10 AWG AND SMALLER, STRANDED FOR #8 AWG THE INACCESSIBLE AREA. PROVIDE PULL WIRE IN EVERY CONDUIT. FOR TERMINATING FITTINGS TO BE USED, AND SEAL AROUND PENETRATIONS AFTER FITTINGS ARE AND LARGER. FOR ABOVE —GROUND APPLICATIONS USE THHN—THWN, 600VAC INSULATION. FOR CIRCUITS 12. ACCESS SHALL BE MAINTAINED TO ALL WIRING JUNCTION BOXES IN ACCORDANCE WITH THE NEC. IF ANY EXISTING INSTALLED. WHERE ANY PART OF THE CIRCUIT IS BELOW GRADE USE CONDUCTORS WITH XHHW-2, 600 VAC RATEDINSULATION. WIRING JUNCTION BOXES ARE AFFECTED BY THESE RENOVATIONS, TAKE MEASURES TO RELOCATE, ROTATE, OR 16. CONNECTORS AND SPLICES 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 A. 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. C. EXISTING ALUMINUM CONDUCTORS. 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 CONNECTIONS TO HOLLOW MASONRY USE ALL —STEEL SPRINGHEAD TYPE TOGGLE BOLTS. SPECIFIED IN UL 486A-486B. D. FOR CLAMPING TO STEEL STRUCTURAL ELEMENTS USE WELDED STEEL STUDS, BEAM CLAMPS OR 17. CURRENT TRANSFORMER CABINET AND SERVICE ENTRANCE 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. 0 U N O N 0 O U O n N O 0- O •N U m O O iL 3 O U U w J w O N U N w �o N (y) O N =i 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.: ��,4 p,LT Q P, lAr Ar JEFFREY W. WIGGINGTON y Lici No. 0327$1 ~=Q UG 23, 2021V=~ s,0SS ��f At V�� PROJ. MGR.: CHECKED BY: DRAWN BY: DCV Jww CLH SHEET ISSUE DATE: 08.23.2021 PROJECT PHASE: BID DOCUMENTS REVISION KEY PLAN: SHEET NAME: NUMBER ELECTICAL SPECIFICATIONS SHEET NUMBER: E002 21034 DATE SPECTRUM architects I DESIGN engineers E a N O N O U O n N O O .N O U m O O n N 0 Q U U w J W O N U O w N COD O N A X _D ELECTRICAL GENRAL NOTES: 1. SEE SHEET E001 FOR LEGEND, PANEL SCHEDULES, LIGHTING FIXTURE SCHEDULE, LIGHTING CALCULATION AND ONE LINE DIAGRAM. 2. SEE SHEET E002 FOR ELECTRICAL SPECIFICATIONS. 3. SEE SHEET E501 FOR HAZARDOUS LOCATION SPECIFIC DETAILS AS DETERMINED BY NEC 2014 ARTICLE 514. _ yII .: 0 11 A „111$► M 261 1. 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. 1. SEE CML 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 ADDITNE PUMP, CIRCUIT TO UTILITY ROOM MAIN PANEL AVAILABLE CIRCUITRY FOR A 120V , 30A MOCP. 30. (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.: °LTh a° F+j'p l vU JEFFREY W. WIGGINGTON > Lie. No. 032781 + r'd =O,AUG 23, 2021,�r�� 000 PROJ. MGR.: CHECKED BY: DRAWN BY: DCV JWW CLH SHEET ISSUE DATE: 08.23.2021 PROJECT PHASE: BID DOCUMENTS REVISION KEY PLAN: SHEET NAME: NUMBER ELECTRICAL SITE PLAN SHEET NUMBER: 1 21034 DATE F M I I I -- ----------I I I x I I I I I I I I I I I X I I x X I X XED I I OQQ MATCHLINE El02A X X X > X_ X 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: CONTRACTOR SHALL 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 3B. 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 1 Y OTHERS FOR CAMERAS). 5. INSTALL NEW LIGHTS, UNDER CANOPY SYSTEM. SEE LIGHTING FIXTURE SCHEDULE E001 FOR DESCRIPTION OF NEW LIGHTS. 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.: {1�Ir11i94t0I Ar 4a�ALT$Q�'" a 1EFFREY W. WIGGINGTON Lie. No. 032781 O�UG 23, 2021, �';, .T TONAL PROJ. MGR.: CHECKED BY: DRAWN BY: DCV JWW CLH SHEET ISSUE DATE: 08.23.2021 PROJECT PHASE: BID DOCUMENTS REVISION KEY PLAN: SHEET NAME: NUMBER ELECTRICAL SITE PLAN 21034 DATE 10' 5' 0 10' 20' 1" = 10'-0" SHEET NUMBER: E10 B BUS DISPATCH BUILDING k. U co CV 0 GV 0 U N 0 0 ai U 70 0 3 U U W J W 0 CV U a) W 10 C14 i CD N i FLOOR FINISH AS SPECIFIED 4 CONCRETE a SLAB EARTH FILL I 1 `I"1*1 ato] :ci11TILl "LIQUID TIGHT" CONDUIT TO CONDUIT EQUIP. J—BOX & MAKE SEALING FITTING FINAL CONNECTION. TYPICAL RIGID GALV. STEEL CONDUIT UNDER SLAB TO POWER SOURCE. SEE POWER PLAN FOR SIZES. 4 a v a a 4 4 TYPICAL CONDUIT STUB —UP NOT TO SCALE NOTE: REFER TO PLANS FOR ACTUAL QUANTITY AND SIZE OF CONDUITS REQUIRED. FINISH GRADE CLEAN FILL COMPACTED EVERY 4" BY CONTRACTOR. UNDERGROUND TAPE 4" MIN. SAND 4" MIN. SAND 4" MIN. SAND 4" MIN. SAND \ z 0 C4 CONDUIT(S) UNDERGROUND CONDUIT TRENCH DETAIL NOT TO SCALE NOTES: 1) CONDUITS NOT TERMINATING IN OR AT PULLBOXES NEED NOT RUN THROUGH PULLBOXES UNLESS RQUIRED FOR PULLING NEC. 2) INSIDE DIMENSIONS TO BE: 10 1/2" x 17 1/4" 13" x 24" 17" x 28" AT ALL PULLBOXES AND POLI ENDS OF CONDUIT SHALL BE WITH ELECTRICAL PUTTY AFTE IS COMPLETED. 6" BED OF PEARROCK OR CRUSHED STONE FOR DRAINAC 3) COVER TO BE PROVIDED: CAST IRON TRAFFIC COVER CONCRETE PEDESTRIAN COVER 4) PROVIDE EXTENSIONS AS REQUIRED. 5) PULLBOX rO BE PRECAST; BROOKS, A.C. MILLER, OR HUGHES SUPPLY 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. WAYS AS CALLED FOR LONG SWEEPING BOND WIRE CONNECTING ALL GROUND RODS TOGETHER. GROUND WIRE TO BE 3" DIRECTLY ABOVE CONDUIT. ELECTRICAL PULLBOX DETAIL NOT TO SCALE CORE DRILL WALL ATHERPROOF OUND CONDUIT BODY ONDUIT TYPICAL CONDUIT PENETRATION NOT TO SCALE 3000 P.S.I. CONCRETE PVC DUCTS (SIZES VARY) 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 NOT TO SCALE PROVIDE QUAZITE BOX # PG30486 EQUAL) AND COVER # PG3048HA00 —_ "ELECTRIC". -III UNDERGROUND ELECTRIC MARKING E. I J 0 � Q 0 Q0 a a QooQaoQo&(9 n S, on S, 12" BURIED PULL BOX CROSS SECTION NOT TO SCALE 0 CV #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(8)(2)—(B)(4) 4. JUNCTION BOXES AT PUMPS SHALL BE RATED NEMA 3R AND NEMA 7D—EXPLOSION PROOF. CLASS 1, DIVISION 1 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 DETAL - 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 AVON FUEL STATION Spectrum Design Project No.: LT�X 0��' F Ar e JEFFREY W: WIGGINGTON y Lie. No. 032781 414 O UG 23, 2021,V, 0106#04611 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 SHEET NUMBER: E501 21034 DATE