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HomeMy WebLinkAboutSDP202100072 Plan - Revision 2021-09-07SPECTRUM 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. 10, 2021 21034 CITY OF CHARLOTTESVILLE AVON FUEL STATION 1505 AVON STREET EXT CHARLOTTESVILLE, VA 22902 CONSTRUCTION DOCUMENTS INDEX OF DRAWINGS COVER SHEET ARCHITECTURE A100 VEHICLE FUELING ISLAND PLAN, CANOPY & CANOPY REFLECTED CEILING PLANS, EQUIPMENT RACK DETAILS A101 ELEVATIONS, SECTIONS, & DETAIL CIVIL C001 GENERAL NOTES C100 EXISTING CONDITIONS C101 DEMOLITION PLAN C101A DEMOLITION PLAN FUEL STATION C102A DIMENSIONAL AND UTILITY PLAN C102B DIMENSIONAL AND UTILITY PLAN C501 CONSTRUCTION DETAILS & NOTES C502 CONSTRUCTION DETAILS & NOTES ELECTRICAL EDO1 LEGEND, SCHEDULES AND CALCULATIONS E002 ELECTRICAL SPECIFICATIONS E102A ELECTRICAL SITE PLAN E102B ELECTRICAL SITE PLAN E501 ELECTRICAL DETAILS OWNER: R.J. NARKIE CHARLOTTESVILLE, VIRGINIA, PHONE: (434) 970-3664 APPLICANT: SPECTRUM DESIGN 10 CHURCH AVENUE SE ROANOKE, VIRGINIA, 24011 PHONE: (540) 342-6001 PROJECT INFORMATION: TAX MAP: 00100 PARCEL NUMBER: 77E1-1 ZONING DISTRICT: MAGISTERIAL DISTRICT: SCOTTSVILLE SOURCE OF TOPOGRAPHY: A CAD FILE OF THE TOPOGRAPHICAL BY KIRK, HUGHES, AND ASSOCIATES DATED MARCH 8, 2005 AUGUST 23, 2021 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 ® 16" OC; CUT AS SHOWN (rYP) — DASHED LINES INDICATE P.T. 2x6 GABLE TRIM BEYOND CUT AS SHOWN (TYP ® EXT GABLES; PAINT) PPREEF NISHED ALUM DRIP EDGE 6" JOIST BRG 2x6 P.T. WD FASCIA; PAINT (TYP) PROVIDE CONT P.T. BLOCKING ® BOTT BTWN P.T. 2x6 BEAM's AS SHOWN & VERTICALLY BTWN P.T. 2x8 BEAM's ® GABLE ENDS FOR CLOSURE (TYP; PAINT) EQUIPMENT, QUANTITY AND TYPE AS INDICATED ON PLANS. FIN CONT SHINGLE OVER RIDGE VENT (TYP) ASPHALT SHINGLES OVER 15# FELT ON 1/2" EXT GRADE PLYWD SHEATHING (TYP) 12" �6. STARTER COURSE 2 ASPHALT SHINGLES (TYP) rBEAM: RADE PLYWD SOFFIT, PAINT (TYP) M SOFFIT VENTS w/INSECT SCREEN JOIST SPACES (TYP) NT P.T. 2x8's, MECH ATT TO STEEL POSTS w/ THROUGH BOLTS; PAINT (TYP) EL POST; PAINT (TYP OF 2) I I El I I I I -III=11 . II�III 'i�li n-0 I I" CROSS SECTION CONT P.T. 2xWD BLOCKING POST 2x10 P.T. JOISTS ® 16" OC; CUT 1'-7 1/2" 5'-6" AS SHOWN (TYP) PREFINISHED ALUM RAKE EDGE (TYP ® GABLES) un:I�lrr.�a�Ia,1� 2x6 P.T. WD GABLE TRIM; PAINT - \ (TYP) JOIST BRG EQUIPMENT, QUANTITY AND TYPE AS INDICATED ON PLANS. 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 FIN GRADE11 -I11111III1=111111•.a I�w=I-1�I1IIII1 II�11�11�1=III IIIIIIIIIIIIIII -III 1-III-1 T 1 -IT-III-III-I �I T=ITI� 11 I-111-I II=III=11 IIIEIII=1 =III=III-III-III=III=III =III=1 =1 T I1=1I T I1 -I I I=III=111=111=111=11 M I1=11IEl I I I1=1 I1=1I '11111111 4,.o,lllll-1 _„III -III III_IIIIIIII 1IIli„„III TLII T - - 18^ " CONDUITS LONGITUDINAL SECTION POST 1'-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) MOUNTING RACK AND CONDUITS SHALL BE PAINTED WITH TWO COATS OF RUST INHIBITING ENAMEL (COLOR AS SELECTED BY ARCHITECT). 1-1/2"xi-1/2" KINDORF, TYPICAL. AS REQUIRED FOR EQUIPMENT AND CONDUIT SUPPORT. U-BOLTS, TYPICAL FIN GRADE TYPICAL. EQUIPMENT RACK MOUNTED AT GRADE DETAILS NOT TO SCALE 1/A101 (SIM OPP HD) PROVIDE CONTINUOUS EXP JT w/ SEALANT BTWN GONG ISLAND SLAB AND GONG DRIVE SLAB PAVEMENT (TYP) PROVIDE 8" DRIVE AISLE T00A1 PROVIDE ABSORBENT BARREL T00A1 CONCRETE PAVING (TYP) A0 PROVIDE EMERGENCY SPILL BOX A0 DASHED LINES INDICATE VEHICLE FUELING CANOPY PROVIDE 8" ISLAND ABOVE (TYP OF 2) CONCRETE SLAB TYP ? o po 0 0 o io o� o 0 0 p••o to �B .° ° ° ° 4oV o �. a V STL BOI,411Rd8p' 1 p I 1 PROVIDE FUEL'TANK a o p 1 A p, PROVIDE.DBL6DI-1' d I ' A' I ' I PROVIDE DEF DIESEL' c p• p I .. V .1 ° '1 •ADDITIVE, •'¢ p p • ' p o PROVIDE FUEL . 0 0 o A o 0 0 0 'C V8 o �o o o' I o A o o 0 1' CONTROLLER p _ I . pl 1 1IV. A pI 1 4'-a° A101 p p ' 1 A p,° 1 p PROVIDE FUEL TANK PROVIDE . PROVIDE FUEL• .PROVIDE PROVIDE STEEL BOLLARDS PROVIDE FUEL DISPENSER CONTROLLER AIR MACHWE ' AS SHOWN REF GET 5/A101 (TYP OF 47) , FUEL DISPENSER CANOPY GUTTER BY CANOPY MANUF (TYP OF 2) CANOPY COLUMN BY CANOPY MANUF.10" SQ 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) ® c 0 J U 0 0 0 0 M 0 U ® c 0 COL 12'-0" 12'-0" CANOPY REFLECTED CEILING PLAN ----- A100 , 1/4''=1'-O" PLAN NORTH VEHICLE FUELING ISLAND PLAN m --- A100 PLAN NORTH CANOPY GUTTER BY CANOPY MANUF (TYP OF 2) CANOPY COLUMN BY CANOPY MANUF.10" SQ 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" CP 0 J U 0 0 0 0 0 U 0 0 COL 12'-0" 12'-0' CANOPY PLAN 1/4"=1'-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.: PROJ. MGR.: CHECKED BY: DRAWN BY --- --- DGM SHEET ISSUE DATE: 08.23.2021 PROJECT PHASE: 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: Q M V SIDING PER CANOPY MANUF (TYP) BOLLARDS SEE MACHINE BEYOND EMERGENCY SPILL SLAB(TYP) INDICATE CONC FDN PLAN FOR LOCATION BOX BEYOND BEYOND PER AND DETAIL THIS CANOPY MANUF SHEET(TYP) DASHED LINES INDICATE CONC FDN (TYP) BEYOND PER CANOPY MANUF VEHICLE FUELING CANOPY (TYP) 1 ELEVATION A100 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 DIET THIS SHEET (TYP) 8" THK CONCRETE ISLAND SLAB 8" THK DRIVE AISLE (TYP) CONCRETE PAVING (TYP) uruv nQ VE A!S r CONCRETE PAVING SLAB(TYP)V (TYP) DASHED LINES INDICATE CONC FDN BEYOND PER CANOPY MANUF (TYP) EOO SIDING BY CANOPY MANUF (TYP) CANOPY BY CANOPY MANUF (TYP OF 2) CANOPY GUTTER BY CANOPY MANUF (TYP OF 2) SOFFIT PANELS BY CANOPY MANUF (TYP) II COLUMN BY DASHED LINES INDICATE I I CANOPY MANUF. 10" SO MAX (TYP OF 2 HIDDEN DOWNSPOUT I I PER CANOPY) BY CANOPY MANUF; I I EXTEND CONCEALED TO COLUMN AND TO OUTLET AT GRADE AS II FIRE EXTINGUISHER; SHOWN (TYP OF 2) 41 STRAP TO COLUMN I (TYP 1 PER CANOPY) FORM AROUND BRG/BASE PLATE AS SHOWN. POUR SEPARATELY w/Z' I EXP JT SNC LAND SLAB SURROUND (TYP) � ISLAND 0 v a, 9 •d. BASE PLATE AND ANCH A" BOLTS PER CANOPY 1:`COLUMJ ,BRG PLATE, FDN (TYP) MANUF (TYP) CONC FOUNDATION PER CANOPY MANUF EO EO (TYP) IL 4'-0" VEHICLE FUELING CANOPY ELEVATION 1/4"=1'-0" 1 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) — EXP JOINT w/ SEALANT — 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/2"' EXP JT SURROUND (TYP) — SLOPE k:1'-O' VROUNDED CONCRETE TOP — CONCRETESURFACE SEE STRUCT/CIVIL - Q 0 c+� 6" 0 CONC FILLED STEEL PIPE BOLLARD (PAINT; TYP) 8" THK CONC ISLAND SLAB(TYP) 3000 PSI CONCRETE AGGREGATEBASE (TYP) _ l l BOLLARD DETAIL 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 @ 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) Z' EXP JOINTw/ SEALANT II II 8" THK DRIVE AISLE CONCRETE PAVING (TYP) SLOPE J':1'-O" I� d ad. ° 8" THK CONC ISLAND CONC FOUNDATION SLAB (TYP) PER PCANOPY MANUF ,d .a'.d . ''e .A".. '. COLUM , BRG PLATES, FDN (TYP) -.tCOLUM1 I, BRIG PLATES, FDN (TYP) EO EO I I EO EO 4'-0" L I. 4'-0" CP m CANOPY BY CANOPY MANUF (TYP OF 2) CANOPY GUTTER BY CANOPY MANUF (TYP OF 2) 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.: PROJ. MGR.: CHECKED BY: DRAWN BY --- --- DGM SHEET ISSUE DATE: 08.23.2021 PROJECT PHASE: REVISION NUMBER KEY PLAN: SHEET NAME: ELEVATIONS, SECTIONS, & DETAIL 21034 DATE VEHICLE FUELING CANOPY SECTION 1/4"=1'-0" VEHICLE FUELING CANOPY SECTION SHEET NUMBER: Al 01 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 k1g. 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 L, 0 w N Z Z J I Z U C � N 1 6 a21 m C N � 15 h2 + o� C f 91 ' r J F_ — d0 P`' I a I 5 1 +i cn 406. XCLF n15 2 CC x I _GATEJ xe I O 4069 + L_ — a + a112 \ r cC, N Q U a11' Gv CD + + k116 \N w w U h Iw \\ h06. + I3 f k126 IU \ `� Ey0 2 x S k11 p I GAP` � 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. 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MGR.: CHECKED BY: DRAWN BY: --- --- DGM SHEET ISSUE DATE: 08.23.2021 PROJECT PHASE: REVISION NUMBER DATE KEY PLAN: SHEEP NAME: DEMOLITION PLAN SHEET NUMBER: C101 Cl)QL N 04 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 C C/) 4 CCU 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 y F' w 2� �� Se 5 ❑ I 1 a_ Sy, J Gp s Q J _J 1 L-J Ge �■ I �❑ o 3 I Se\G ®0 ® n. I ADDITIVE BID ITEM #1 Lo F�o� °Py�19.0 G + 5 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. 0) 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.: TH OF MICH'An' A. OINSTRU 9,ALIG 23, PROJ. MGR.: CHECKED BY: DRAWN BY: --- --- DGM SHEET ISSUE DATE: 08.23.2021 PROJECT PHASE: REVISION NUMBER KEY PLAN: SHEET NAME: DEMOLITION PLAN FUEL STATION SHEET NUMBER: 21034 ML114 10' 5' 0 1" = 10'-0" 10' 20' C101A co N g1Sbo 10 U) co C C U) co � C Q'� � 7C(C=/13) long— '� 0 O 10 RASS CC 0 O O O O 0 0 0 0 0 Lei cu C Now A189 c Cn CC CU Cn Q Ln Cn GRASS �Z I I I I I I I MATCHUNE C102B I I RESTRIPE WHERE I U DISTURBED (TYP.) II+ NEW ASPHALT PAVEMENT .I' . . SEE DET. 3/C501 I' . I DOUBLE .DI-1 I /T SEE DET. 1 A 501 q1� DEF DIESgL' T ADDrnVE I. A:•. h'� : i•'o; b FIRE EXTINGUISH 1 31.72' gno4 >.. f.•::.. .ao:.. 4 I. 41 , .o,,. DIESEL NEW CONCRETE PAVEMENT b pe :`f :"q', .l ;.. ' FOR BUS LANE SEE DET. 3/C501 , +' s: : ';: 12 000 'ALLC a ',o. .•• ' y'': c 4, b DIESEL'TANK. «' 4 • .. , S , . . . :. 2 • CONNECT INTERN i--r PIPING TO 4 PV , •• "� n AND DIRECT TO, Sl g .Q I I y: ;; Y` • :' b (TYPICAL OF 4). 1 p1 j `'•' '' FIRE EXTINGUISHER. s f f. • b,F .N. .30.00 • ' ... . :.>b* GAS NEW 6" BOLLARD a ' 4y . ; '.• . • 'I .:,. SEE DET. 2/C501•', .•w .>.•. • •w'd,, ,. b . °.: • .; . > •. •.,...:o. 1 �000' GALLON . b . ' �...�s. S TANK' . RfA {•f' ADDITIVE B D ITEM #1 �2Q 5 U U DOWNSPOUT AIN LEADER UCTURE #23. x ING E PANEL AND REINSTA HARDW REIN SAME AS BE ORE. X �1� Q KEYNOTES: 0 DISPENSER 2❑ EMERGENCY SPILL BOX 24"X48" 30 AIR COMPRESSOR ® 24" DIAMETER ABSORBENT BARREL Q FUEL MANAGEMENT PEDESTAL q1�5 EP WAYNE COMMERCIAL 3ER VIJI LIVJLI\ I IVJL 001 DISPENSER DETAIL C102A NO SCALE NOTE: 1. DISPENSER HOSE TO FACE TOWARD EACH SIDE OF CONCRETE ISLAND GA CC X 1S � X \\ \ X X X X X -F \ x x C x x SURFACE COVER LEGEND \ CLF x x x\— x _ ASPHALT SURFACE — P1 DET. 002/C501. — — — _ — _ _ _ — _ _ \ _ G CONC. PAVEMENT (BUS LANE) — REFER TO P2 ---- DET. 002/C501. CONC. SURFACE (ISLAND SLAB) — P3 DET. 002/C501. — — — — N 56°33'43" \-85.84'_(TOTAL) 10' 5' 0 1" = 10'-0" EP _` WOOD FRAME SHE SALT SPREADER`. 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.: � xi-T H OF MICHAn' A. OINSTRU 9,ALIG 23, PROJ. MGR.: CHECKED BY: DRAWN BY --- --- DGM SHEET ISSUE DATE: 08.23.2021 PROJECT PHASE: 1:1011r ann:3a a KEY PLAN: SHEET NAME: DIMENSIONAL & UTILITY PLAN SHEET NUMBER: C 102A 21034 .LV 4 \ CC \ x� \ oo U \ 11 \ q1 \ v x \\ � x \ J \\ U G \ A11 4 0 + x / cc Csw Qx / UQ �00 -- — — — — — — — — — — — n 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: Ce0�Ty \k x sw I __---- — — --- W 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 L7 Li 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 A S� 11 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.: NLTH OF O� MI� ES �0INSTRUCOor• AUG 23, 202��Q �SSbNAL E� PROJ. MGR.: CHECKED BY: DRAWN BY: --- --- DGM SHEET ISSUE DATE: 08.23.2021 PROJECT PHASE: 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) 2030 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, = 1.0 IV. THERMAL FACTOR, Or = 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. M. WIND LOADS: I. ULTIMATE WIND DESIGN SPEED = VuLT = 115 MPD II. NOMINAL DESIGN WIND SPEED = VNOM = VULT*0.775 = 90 MPH III. EXPOSURE CATEGORY B E. SEISMIC LOADS: I. SEISMIC IMPORTANCE FACTOR, k = 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 PLANTED. ABOVEGROUND TANKS: 1. (1) HIGHLAND, 10,000 GALLON, UL-2085, DOUBLE WALL FIREGUARD TANK DIAMETER: 8'6", HEIGHT. 9'4", LENGTH: 27'3" (2) WELDED TANK SADDLES EXTERIOR COATING: WHITE 30 YEAR LIMITED WARANTY 2. (1) HIGHLAND, 12,000 GALLON, UL-2085, DOUBLE WALL FIREGUARD TANK DIAMETER: 8'6% HEIGHT. 9'4% LENGTH: 32'7" (2) WELDED TANK SADDLES EXTERIOR COATING: WHITE 30 YEAR LIMITED WARANTY (1) TLS-450 PLUS WITH 8" WVGA COLOR TOUCH SCREEN, OVERFILL ALARM RELAY, & PRINTER 860091-301 WITH APPLICATION SOFTWARE 333545-001 USB/ 3 ETHERNET DUAL INTERFACE MODULE, DUAL RS-232 INTERFACE MODULE, TLS-450 PLUS OPERATING SYSTEM & ATG FUNCTIONALITY SOFTWARE 2. INTERFACE MODULES FOR TLS-450 PLUS CONSOLES (4 CARDS PER CONSOLEL (1) UNIVERSAL SENSOR/PROBE INTERFACE 332812-001 (16) TWO WIRE CONNECTIONS (1) UNIVERSAL INPUT/OUTPUT INTERFACE 332813-001 (5 HV, 5 LV, 5 RELAYS) 3. MAGNETOSTRICTIVE TANK PROBES FOR ALL TLS CONSOLES: (2) MAG PLUS PROBE 846390-107 FOR 8'0" DIAMETER TANK 4. MAGNETOSTRICTIVE TANK PROBE INSTALLATION KITS FOR ALL TLS CONSOLES: (1) GASOLINE FLOAT KIT, PHASE TWO, MAG PLUS, 4" OPENING, 886100-010 (1) DIESEL FLOAT KIT FOR TANK PROBE, 4" OPENING, 10' CABLE 846400-011 (2) RISER CAP AND RING KIT FOR TANK PROBE, 4" RISER 312020-952 5. SENSORS FOR MONITORING DOUBLE WALL TANKS FOR ALL TLS CONSOLES: (2) INTERSTITIAL SENSOR (SINGLE FLOAT) FOR DOUBLE WALL STEEL TANKS 794390-420 (2) 2" INTERSTITIAL SENSOR RISER CAP AND ADAPTOR KIT 312020-928 6. SENSORS FOR MONITORING DOUBLE WALL PIPING FOR ALL TLS CONSOLES: (2) PIPING SUMP SENSORS (SINGLE FLOAT) 794380-208 (2) UNIVERSAL SENSOR MOUNTING KIT 330020-012 7. QUICK SERVER INDUSTRIAL PROTOCOL GATEWAY FOR MODULE/BACNET: OVERFILL ALARM & ALARM ACKNOWLEDGEMENT SWITCH: (1) OVERFILL ALARM 790091-001 (1) OVERFILL ALARM ACKNOWLEDGEMENT SWITCH 790095-001 1. (1) ISLAND MOUNTED SITE CONTROLER TERMINAL WITH PROXIMITY CARD READER 2. (1) AT&T 4G CELL MODEM ASSEMBLY KIT 3. (1) FUELSERVE.NET SERVICES 4. (1) FREIGHT 5. (2) KEY FOBS (TEN PACK) WAYNE COMMERCIAL DISPENSERS: 1. (2) WAYNE SELECT ED, 3/G7247D/2GJK, 1 PRODUCT, 2 HOSE ELECTRIC DISPENSER A. "UNLEADED REGULAR" ADD PANELS B. PULSE OUTPUT INTERFACE, 10:1 GALLONS C. PAINTED PANELS D. LANE ORIENTED NOZZLES BLUE ENERGY EQUIPMENT: 1. (1) BLUE ENERGY EQUIPMENT - CUBE A. 390 GALLON TANK B. STAINLESS STEEL AUTO -NOZZLE C. 25' HOSE REEL D. 2" SAINLESS STEEL DRY BREAK E. TANK HEAT PROBE TEMPERATURE CONTROLLER F. OVERFILL ALARM SUB PUMP EQUIPMENT: 1. (2) FE PETRO STP75R VLX, J HP ADJ LENGTH SUB PUMP WITH 15" RISER 2. (2) FE PETRO 400818921 STP-CBS CONTROL BOX FOR J TO 2 HP PUMPS W/ LOCKOUT 3. (2) JOMAR 100-707 1-1/2" BRASS BALL VALVE, T-10ONE 1. (2) OPW 61FSTOP-3050 3" OVERFILL PREVENTION VALVE 6" OPENING 2. (2) DPW 634BK-0100 3" LOCKABLE ALUMINUM DUST CAP £ a 3. (2) OPW 6211R-15183LD 15 GALLON REMOTE SPILL CONTAINER Cl) 4. (2) 3" FLANGED, WAFER VALVE WITH LEVER HANDLE, OHIO 4100-SBL C1 5. (1) OPW 23-0055 3" VENT CAP N 6. (1) OPW 523V-3203 3" PRESSURE VACUUM VENT 7. (2) MORRISON 71OSS-0150 1V 1-1/2" NPT, SOLENOID VALVE, NORMALLY CLOSED, 120V a 8. (2) MORRISON 918 0100AG 2" CLOCK GAUGE WITH ALARM n 9. (2) MORRISON 434 1701 AK DISPENSER PEDESTAL WITH STABILIZER BAR a (' ISLAND EQUIPMENT: a 1. (2) OPW 1OBF-5725 14" FEMALE IMPACT VALVE a) DISPENSING EQUIPMENT: u 1. (2) OPW 11BP-0400 J" UNLEADED, PRESSURE ACTIVATED, AUTO NOZZLE BILK m 2. (2) OPW 241TPS-0241" SWIVEL 3. (2) OPW 66REC-1000" RECONTRABTABLE BREAK AWAY 4. (2) IRPCO 12781 J" WHIP HOUSE _0 5. (2) IRPCO 125301 J"X12' CURB HOSE 3 6. (2) POMECO 6100-6000 J" HOSE RETRECTATOR, SIDE MOUNT, 79" TALL 7. (2) OPW 7HB-0100 1" PRESSURE ACTIVATED, AUTOMATIC TRUCK NOZZLE ° 8. (2) OPW 241TPS-1000 1" SWIVEL U 9. (2) OPW 66RB-2000 1" RECONNECTABLE BREAK AWAY 0 10. (2) IRPCO 123041 1" WHIP HOSE 11. (2) IRPCO 123301 1 "X12' CURB HOSE 12. (2) POMECO 6100-5000 1" HOSE RETRACTOR, SIDE MOUNT, 92" TALL 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. B. 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 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. 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. CONTRACTOR 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 CUSTOMER 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, GEOTECHNICAI_ 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 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.=**** 1" RC CONCI ASPI 3000 PSI CONCRETE (PLAN VIEW) X 2 CENTER "T" SUPPORT EXISTING 15" RCP I INV.= I (SECTION VIEW) X 2 0o1 DOUBLE DI-1 C102A C501 NO SCALE NOTE: 1. NEW PRECAST TOP UNIT SHALL BE H2O TRAFFIC RATED. TE 0 i M 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�•i�l�•i�l�•i�l�•i�l�•i�l� ASPHALT PAVEMENT SUBGRADE (WHETHER LANDSCAPED OR PAVED) Plaza Suite 1 ` 10 Church Avenue, SE Roanoke, VA 24011 NEW "STORM DRAIN" WARNING 540.342.6001 \\ ��\ TAPE AT 6"-12" DEPTH AND SPECTRUMPC.COM > AT OR BELOW PAVEMENT C3 �� SUBGRADE. M o v= / COMPACTED BACKFILL z z 0 M Of -6" MINIMUM - 12" MAXIMUM uV PRECAST DOUBLE DI-1 TOP / O MASONRY OR SPACER BLOCKS 4" MINIMUM, TYPICAL OR NEW COMPACTED VDOT STD.#25 OR 6" MINIMUM IN ROCK #26 AGGREGATE TO PIPE SPRINGNGLINE 004 NEW STORM LINE TRENCH SECTION C501 NO SCALE -EXISTING BASE & OUTLET TO REMAIN. UNLESS DEFINED ELSEWHERE BY SPECS (BOUND OR ON PLAN SHEETS), BACKFILL AND SELECT BACKFILL SHALL BE AS APPROVED BY THE GEOTECHNICAL ENGINEER. NEW 4" PVC CONNECTION FROM CANOPY DRAIN INV.=**** 2" TYPE SM-12.5D ASPHALT CONCRETE 3" TYPE IM 19 ASPHALT CONCRETE 8" AGGREGATE BASE MATERIAL TYPE I, #21A OR #21B* COMPACTED SUBGRADE* ••• PSI CONCRETE 0 O.C.• SUPPORTED ON 5" CHAIRS. �1�•i�l:•i�l�•i�l�•i�l:•i�l�•i�l: REGATE BASE MATERIAL#57 STONE COMPACTED SUBGRADE. CONCRETEPAVEMENT DENSITY BUS LANE .I 4,000 PSI CONCRETE •,1.'•,�.1•,•.,•,1.'•,•.'•,•.,� AGGREGATE#57 STONE • • SUBGRADE. CONCRETEPA DENSITY ISLAND .B ENSITY PER ASTIA • .,: 1/2" NON EXTRUDING PREMOULDED EXPANSION JOINT - SEALANT 1/2" EXPANSION JOINT SPACED ® 30'-0" C/C 005 JOINT DETAILS C102 C501 NOT TO SCALE NEW CONSTRUCTION FOR AVON FUEL STATION Spectrum Design Project No.: 21034 T H OF MICHI'An' A. 0INSTRU 9„ALIG 23, PROJ. MGR.: CHECKED BY: DRAWN BY: --- --- DGM SHEET ISSUE DATE: 08.23.2021 PROJECT PHASE: A:MlL•P R1PI:3q:�•7_V q KEY PLAN: SHEET NAME: CONTRUCTION DETAILS & NOTES roo3) PAVEMENT SECTIONS C501 NO SCALE SHEET NUMBER: C501 SPECTRUM architects I DESIGN engineers I-1 VEHICLE FUELING CANOPY ELEVATION 001A101, 1/4"=1'-0" VEHICLE FUELING CANOPY SECTION 1 /4"=V-0" 4"X4"X10' PERSERVATIVE TREATED POSTS 2"X4"X8' PERSERVATIVE TREATED BACKING PLAN SECTION VEHICLE FUELING CANOPY 1 ELEVATION A100 1 A101, 1/4"=V-0" 001 TEMPORARY GENERATOR CONNECTION RACK C102 C501 NO SCALE E102 NOTE: 1. ALL TIMBER SHALL BE SLATE GREY STAIN. 2. ALL CONCRETE SHALL BE 3000 PSI STRENGTH WITH AIR ENTRAINMENT. 3. SEE ELECTRICAL FOR EQUIPMENT LAYOUT. 4. USE GALVANIZED HARDWARE FOR USE WITH PERSERVATIVE TREATED LUMBER. 102 1.5 ROOF DETAIL • SLATE GREY 30 YEAR SHINGLES • SHEATHING • FRAMING 2"X4" • MEMBRANE/FELT 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.: r �PLTH O"!1ti 0INSTRIJ000 9,ALIG 23, 2021� PROJ. MGR.: CHECKED BY: DRAWN BY: --- --- DGM SHEET ISSUE DATE: 08.23.2021 PROJECT PHASE: :1:M1100 KEY PLAN: SHEET NAME: IFMA ]Ad 21034 HVq CONSTRUCTION DETAILS & NOTES SHEET NUMBER: C502 EXST. CONDUIT EXST. CONDUIT EXST.FUEL ISLAND LIGHTING CONTACTOR EXST 1.5 KVA XFMR EXST SUB GAS PANEL 125 AMPS INCOMING ELECTRICAL SERVICE 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 EXSTI U Col INCOMING ELECTR SERVICE \ EXST. ELECTRICAL BUS DISPATCH METER BASE BUILDING ONE -LINE LEGEND iQ 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 LUMINAIRE SCHEDULE/LEGEND CALLOUT SYMBOL LAMP DESCRIPTION DRIVER MOUNTING BASIS OF DESIGN INPUT VOLTS LUMENS (BOD) WATTS ULTRA SLIM 11 /16" PROFILE DIECAST A Z (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. ., r \ 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 + + + + + + + + + + + + + + + + 17>23�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 +25.8 2115 + 23.4 + 29.3 + 29.6 + 29.7 + 30.9 + 28.11+22.5 +19.0 +17.7 +19.3 +123.0 +28.7 +31.0 +29.7 +29.6 +28.8 + +23.6 +29.8 +29.7 +29.7 +31.2 +28.01+22.5 +19.0 +17.7 +19.3 +123.0 +29.2 +31.5 +29.8 +29.7 +29.0 + + + + + + + + + + + + + + + + + + 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 2 .3 +17. 2.5 +20.7 +20.5 + +21.7 +16.3 +14.0 +13.1 +14.1 +16.6 +2�+23.1 +20.5 +21.2 ' 22.8 +1 .5 +83 +97 +99 +101 +107 +1n51+9.6 +8.9 +8.4 +8.9 +Ia5 +1n5 +1nr, +inn +gn +n7 + CANOPY SYSTEM - POINT BY POINT LIGHTING CALCULATION NOT TO SCALE IV 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 2 20 4 EXST SUMP PUMP 3 CANOPY LIGHTS EXST 20 5 20 s EXST SUB PUMP 7" FUEL OFF EXST 20 9 10 20 EXST AIR COMPRESSOR 11 12 20 EXST 110V IN KIOSK AC RECPT IN KIOSK EXST 20 13, 14 40 1 EXST CNG 15 GATE OPENER EXST 20 17 16 SPACE ONLY 19 20 SPACE ONLY SPACE ONLY 21 22 SPACE ONLY SPACE ONLY 23 24 SPACE ONLY TOTAL LOAD: 0 0 amps/phase: 0 0 Rating 120/240 Bus Rating 125 NOTES: Phases 1 Lug Rating 125 REWORKED SUB GAS wires 3 Pole Spacing 24 main breaker NO AIC Rating PANEL 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 3 2 15 12 NEW SUB PUMP 2 4 6 30 10 NEW DISPENSOR 2 NEWCANOPYLIGHTS 12 20 7 20 12 CONTROL BOX 8 20 EXST AIR COMPRESSOR FUEL OFF EXST 20 10 20 12 RETAINED FUEL MGMT. 11 12 SYSTEM PEDESTAL. NEW DESPENSOR1 10 30 13 14 40 EXST CNG CONTROL BOX 12 20 1 16 17 20 12 NEW VEEDOR ROOT GATE OPENER 20 18 19 20 30 10 BLUE DEF DISPENSER 21 NEW FUEL MGMT. SYSTEM 12 20 PEDESTAL. 22 SPACE ONLY 23 SPACE ONLY 24 TOTAL LOAD: 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 NOT FOR CONSTRUCTION AUG 23, 2021 PROJ. MGR.: CHECKED BY: DRAWN BY: --- --- CDL SHEET ISSUE DATE: 08.23.2021 PROJECT PHASE: :7�7F1LiP R1Pu1.14:�D7Vq KEY PLAN: SHEET NAME: LEGEND , SCHEDULES AND CALCULATIONS SHEET NUMBER: E001 ELECTRICAL SPECIFICATIONS 1. PANELBOARDS AND SWITCHGEAR SHALL BE SQUARE-D OR EQUAL, PROVIDED WITH NEMA 1 ENCLOSURE WITH DOOR WITHIN DOOR FOR INDOOR LOCATIONS AND NEMA 3R ENCLOSURE WITH DOOR FOR EXTERIOR AND FOR WET/DAMP LOCATIONS. PROVIDE PLATED SOLID COPPER BUS, FULL SIZE COPPER NEUTRAL BAR AND COPPER GROUNDING BAR WITH LUGS FOR CABLE CONNECTION. PROVIDE TYPEWRITTEN DIRECTORY WITH TRANSPARENT COVER INDICATING CIRCUITS, SPACES AND SPARES FOR ALL PANELS. PROVIDE WITH ACCESSORIES AS INDICATED ON EQUIPMENT SCHEDULES. PROVIDE LIGHTNING SURGE PROTECTION ON ELECTRIC SERVICE CONSISTING OF GENERAL ELECTRIC#91_15ECC001, 3-POLE 650V RMS "TRANQUELL" SECONDARY LIGHTNING ARRESTOR AND GENERAL ELECTRIC #91_18BBB301, 3-POLE 650V RMA SECONDARY SURGE ARRESTOR OR APPROVED EQUAL. 2. PROVIDE SURGE PROTECTION DEVICE (SPD) ON ELECTRIC SERVICE AND ON EACH ELECTRIC SERVICE SEPARATELY DERIVED BY TRANSFORMERS. SPD UNITS SHALL BE COMPLETE WITH DISCONNECTING MEANS AND SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THE SERVICE EQUIPMENT OR WITHIN IT. SPD UNITS SHALL BE RATED FOR 250KA SURGE CURRENT PER PHASE OR 125KA SURGE CURRENT PER MODE, L-G, L-N, N-G. PROVIDE TYPE 1 SURGE PROTECTION DEVICES (SPDS) WHERE INDICATED. TYPE 1 SPD'S SHALL BE UL 1449 CERTIFIED. COORDINATE WITH OWNER SELECTED VENDOR(S) FOR DATA/COMMUNICATION SPD'S WITH UL 497A CERTIFIED PRODUCT SELECTIONS AND AUDIO/VISUAL COAXIAL CABLE CONNECTIONS WITH UL 497E CERTIFIED PRODUCT SELECTIONS. 3. ALL SAFETY SWITCHES SHALL BE SIMILAR OR EQUAL TO SQUARE-D, HEAVY DUTY H SERIES WITH PADLOCK CAPABILITY. PROVIDE COMPLETE WITH AUXILIARY MICRO -SWITCH WHERE REQUIRED FOR INTERFACE WITH UPS EMERGENCY POWER OFF SYSTEM OR WHERE REQUIRED FOR ELEVATOR EMERGENCY BATTERY DISCONNECT. COORDINATE WITH EQUIPMENT SUPPLIER AND WITH SPECIFICATIONS. PROVIDE NEMA-1 SWITCHES INDOORS AND NEMA-3R SWITCHES OUTDOORS AND STAINLESS STEEL. WET OR DAMP LOCATIONS. PROVIDE FUSIBLE TYPE UNLESS NOTED OTHERWISE. SWITCHES IN KITCHENS SHALL BE S 4. COMBINATION FUSIBLE MOTOR STARTERS SHALL BE GENERAL PURPOSE CLASS -A MAGNETIC CONTROLLER COMPLETE WITH FUSIBLE DISCONNECT IN A COMMON NEMA-1 ENCLOSURE WITH EXTERNAL PADLOCKABLE HANDLE. PROVIDE FUSE CLIPS FOR CLASS-R FUSES. A. COIL OPERATING VOLTAGE SHALL BE 120 VOLTS, 60 HZ OR AS REQUIRED FOR COORDINATION WITH DIVISION 15 EQUIPMENT. PROVIDE CONTROL POWER TRANSFORMERS WITH SUFFICIENT VA TO OPERATE EQUIPMENT IN EACH MOTOR STARTER. PROVIDE TRANSFORMER WITH FUSED PRIMARY AND SECONDARY, AND BOND UNFUSED LEG OF SECONDARY TO ENCLOSURE. B. EACH STARTER SHALL BE COMPLETE WITH TWO LED INDICATING LIGHTS (RUN=RED [CAUTION], STOP=GREEN [SAFE]). 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 ADDITION TO SEAL IN CONTACT. 13. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR BELOW GRADE EXCAVATION REQUIRED FOR INSTALLATION OF CONDUIT AND WIRING IN ACCORDANCE WITH THE FOLLOWING: A. TRENCHES TO BE GRADED TO UNIFORM PITCH AND NO WIDER THAN NECESSARY AND FREE FORM LOOSE EARTH. B. CLEAN BACKFILL SHALL BE USED AND THOROUGHLY TAMPED IN LAYERS NOT EXCEEDING 6" TO A MINIMUM DEPTH OF 1' OVER TOP OF CONDUIT. C. USE COMPACTED BACKFILL FOR ENTIRE DEPTH OF EXCAVATION UNDER SLAB ON GRADE. 13.1. INSTALLATION OF DIRECT BURIAL CONDUIT A. PROVIDE EXCAVATION AND SHAPING OF TRENCH BOTTOMS TO PROVIDE UNIFORM BEARING AND SUPPORT OF CONDUIT(S). SHAPE SUB -GRADE TO PROVIDE CONTINUOUS SUPPORT FOR JOINTS, FITTINGS AND BODIES OF CONDUITS. REMOVE PROJECTING STONES AND SHARP OBJECTS ALONG TRENCH SUBGRADE. EXCAVATE TRENCHES 6 INCHES DEEPER THAN ELEVATION REQUIRES IN ROCK OR OTHER UNYIELDING BEARING MATERIAL TO ALLOW FOR BEDDING COURSE IN THE BOTTOM OF THE TRENCH. B. BACKFILL AND COMPACTION: PLACE BACKFILL OR SUB -GRADES FREE OF MUD, FROST, SNOW, OR ICE. PLACE AND COMPACT BEDDING COURSE ON TRENCH BOTTOMS AND WHERE INDICATED. SHAPE BEDDING COURSE TO PROVIDE CONTINUOUS SUPPORT FOR JOINTS, FITTINGS, AND BODIES OF CONDUITS. BACKFILL TRENCHES EXCAVATED UNDER FOOTING AND WITHIN 18INCHES OF BOTTOM OF FOOTINGS.PLACE AND COMPACT 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 STRENGTH. AFTER PLACING CONTROLLED BACKFILL TO WITHIN 12" OF FINISHED GRADE, MAKE FINAL CONDUIT CONNECTIONS AT END OF RUN AND COMPLETE BACKFILLING WITH NORMAL COMPACTION TO 85 PERCENT OR TO MATCH CIVIL COMPACTIONS REQUIREMENTS FOR THAT AREA WHICHEVER IS GREATER. C. PROVIDE MANUFACTURED DUCT ELBOWS AND STUB UPS AT POLES, EQUIPMENT AND AT BUILDING ENTRANCES THROUGH THE FLOOR, UNLESS OTHERWISE INDICATED. ENCASE ELBOWS FOR STUB UP DUCTS THROUGHOUT THE LENGTH OF THE ELBOW. D. PROVIDE MANUFACTURED RIGID STEEL CONDUIT ELBOWS FOR STUB -UPS AT POLES, EQUIPMENT, AND AT BUILDING ELECTRIC ENTRANCES THROUGH THE FLOOR. COUPLE STEEL CONDUITS TO DUCTS WITH ADAPTERS DESIGNED FOR THIS PURPOSE AND ENCASE COUPLING WITH 3 INCHES OF CONCRETE. FOR STUB -UPS AT EQUIPMENT MOUNTED ON OUTDOOR CONCRETE BASES, EXTEND STEEL CONDUIT HORIZONTALLY A MINIMUM OF 60 INCHES FROM THE EDGE OF THE EQUIPMENT PAD OR FOUNDATION. INSTALL INSULATED GROUNDING BUSHINGS ON TERMINATION AT EQUIPMENT. E. WARNING TAPE: BURY UNDERGROUND WARNING TAPE APPROXIMATELY 12" ABOVE DIRECT BURIED CONDUITS. ALIGN TAPE ALONG THE WIDTH AND ALONG THE CENTERLINE OF CONDUIT. 14. GRADE AND ABOVE GRADE BOXES 18. 19. 20. 21. 22. SERVICE -RATED TRANSFER SWITCH: A. COMPLY WITH UL 869A AND UL 489. PROVIDE TERMINALS FOR BONDING THE GROUNDING ELECTRODE CONDUCTOR TO THE GROUNDED SERVICE CONDUCTOR. IN SYSTEMS WITH A NEUTRAL, THE BONDING CONNECTION SHALL BE ON THE NEUTRAL BUS. PROVIDE REMOVABLE LINK FOR TEMPORARY SEPARATION OF THE SERVICE AND LOAD GROUNDED CONDUCTORS. SURGE PROTECTIVE DEVICE: SERVICE RATED. GROUND -FAULT PROTECTION IS NOT PERMITTED FOR SOME EMERGENCY ALTERNATIVE POWER SOURCES. SEE NFPA 70 FOR REQUIREMENTS. GROUND -FAULT PROTECTION: COMPLY WITH UL 1008 FOR NORMAL BUS. SERVICE DISCONNECTING MEANS: EXTERNALLY OPERATED, MANUAL MECHANICALLY ACTUATED. EXCAVATIONS B. CONTACT MISS UTILITY AT 811, 1-800-552-7001, OR HTTP://WWW.MISSUTILITYOFVIRGINIA.COM NO LESS THAN 72 HOURS PRIOR TO EXCAVATION AND DO NOT DISTURB THE SOIL UNTIL THE DIG TICKET HAS BEEN PROCESSED. C. MISS UTILITY WILL NOT MARK PRIVATE UTILITIES WHICH MAY BE PRESENT ON THIS SITE. ENSURE THAT ALL UTILITIES, PUBLIC AND PRIVATE, ARE MARKED PRIOR TO EXCAVATION. SECURITY SYSTEM A. PROVIDE ROUGH IN FOR SECURITY DEVICES AND CARD READERS AS INDICATED. PROVIDE BOXES, CONDUITS, FITTINGS AND PULL STRINGS. INSTALLATION OF SECURITY DEVICES ARE OUTSIDE OF THE CONTRACT BY OWNER SELECTED VENDOR. CAMERA ROUGH IN IS INCLUDED IN THE CONTRACT. CONTRACTOR TO COORDINATE WITH OWNER SELECTED VENDOR AND PROVIDE MARK UP DRAWINGS THAT INDICATE ROUGH IN REQUIREMENTS THAT ARE DEVIATIONS FROM CONTRACT DOCUMENTS. DATA/COMMUNICATIONS/AUDIO VISUAL - COMMERCIAL A. PROVIDE ROUGH IN FOR DATA/COMMUNICATIONS/AUDIO VISUAL DEVICES AS INDICATED. PROVIDE BOXES, CONDUITS, FITTINGS AND PULL STRINGS. INSTALLATION OF DATA/COMMUNICATIONS AND AUDIO VISUAL DEVICES ARE OUTSIDE OF THE CONTRACT BY OWNER SELECTED VENDOR. ROUGH IN IS INCLUDED IN THE CONTRACT. CONTRACTOR TO COORDINATE WITH OWNER SELECTED VENDOR(S) AND PROVIDE MARK UP (REDLINE) DRAWINGS THAT INDICATE ROUGH IN REQUIREMENTS THAT ARE DEVIATIONS FROM CONTRACT DOCUMENTS. ELECTRICAL IDENTIFICATION SHALL BE PROVIDED IN ACCORDANCE WITH THE FOLLOWING PROVISIONS: J. RACEWAY SUPPORT INTERVALS RACEWAY MAX DISTANCE MAX SUPPORT MAX LENGTH TYPE TO FIRST SUPPORT INTERVAL OF RUN MC CABLE 12 INCHES 54 INCHES NONE FMC, LFMC 12 INCHES 54 INCHES 72 INCHES RSC/RAC <1" DIA 36 INCHES 120 INCHES NONE RSC/RAC 1" DIA 36 INCHES 144 INCHES NONE RSC/RAC >1" DIA 36 INCHES PER NEC NONE EMT 36 INCHES 120 INCHES NONE RNC NEC 388-30 "ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS. 26. ELECTRICAL DEMOLITION NOTES ABANDONED CONDUCTORS SHALL TERMINATE IN JUNCTION BOX WITH COVER AND BE PROVIDED WITH WIRE NUTS AND PROPERLY IDENTIFIED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. EXISTING CONDUIT AND CONDUCTORS MAY BE REUSED WHERE PRACTICAL IF IN SATISFACTORY CONDITION AND PROPER SIZE FOR NEW WORK. CIRCUIT BREAKERS IN EXISTING DISTRIBUTION PANEL BOARDS TO BE REPLACED FOR NEW AND REVISED BRANCH CIRCUITS. NEW CIRCUIT BREAKERS REQUIRED SHALL BE ADDED TO EXISTING PANEL BOARDS AND BE COMPATIBLE WITH AIC RATING EQUAL TO OR GREATER THAN THAT OF THE EXISTING EQUIPMENT. EXISTING PANEL BOARDS SHALL BE PROVIDED WITH NEW TYPE -WRITTEN DIRECTORIES UNDER PLASTIC COVER IDENTIFYING ALL BRANCH CIRCUITS AS THEY EXIST AFTER RENOVATION WORK. ALL FEEDER DISCONNECTS SHALL BE RELABELED AS NECESSARY. LIGHTNING PROTECTION SYSTEM (LPS) PROVIDE LIGHTNING PROTECTION SYSTEM PER NFPA 780, EMERGENCY POWER OFF (EPO) MOTOR FUEL DISPENSING FACILITIES: INSTALLATION SHALL COMPLY WITH NEC 514. 11 MOTOR FUEL DISPENSING FACILITIES. 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. PAN -HEAD SCREWS AND EXPANSION SHIELDS ON BLOCK WALLS OR CONTACT TYPE PERMANENT ADHESIVE 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 5. LIGHT FIXTURES TESTING AGENCY, AND MARKED FOR INTENDED LOCATION AND APPLICATION. A MINIMUM BUT NOT LIMITED TO ALL SAFETY DISCONNECT SWITCHES, ENCLOSED BREAKERS, EMERGENCY 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, METER ENCLOSURES, CURRENT TRANSFORMER CABINETS, PANEL BOARDS AND ADJUSTABLE, SHAPE RECTANGULAR. PROVIDE DIVIDER AS SEPARATOR BETWEEN DATA/COMMUNICATIONS AND 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 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 VOLTS120-277V 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 GFI 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 GFI 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 AUDIO/VISUAL 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 AUDIO/VISUAL. 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 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 SMALL COPPER, #12 MINIMUM CONDUCTOR SIZE, SOLID FOR #10 AWG AND SMALLER, STRANDED FOR #8 AWG 10 AW INSTALLED. AND LARGER. FOR ABOVE -GROUND APPLICATIONS USE HAN, 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 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 UNSPLICED 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. E 6 V c+� 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.: NOT FOR CONSTRUCTION AUG 23, 2021 PROJ. MGR.: CHECKED BY: DRAWN BY: --- --- CDL SHEET ISSUE DATE: 08.23.2021 PROJECT PHASE: KEY PLAN: SHEET NAME: ELECTICAL SPECIFICATIONS 21034 SHEET NUMBER: E002 SPECTRUM architects I DESIGN engineers E O h c+� 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: CONTRACTOR SHALL: 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.: NOT FOR CONSTRUCTION AUG 23, 2021 PROJ. MGR.: CHECKED BY: DRAWN BY: --- --- CDL SHEET ISSUE DATE: 08.23.2021 PROJECT PHASE: KEY PLAN: SHEET NAME: ELECTRICAL SITE PLAN 21034 10' 5' 0 10' 20' 1. = 10'-011 SHEET NUMBER: El 02A I I I I I I I I I X -4 ------I � Al S�PZ NOQ�.�PN O O O MATCHLINE E102A � � I i S4 F.�SO Q 9�5.1,5 G Sy EXISTING SUB -GAS ELECTRICAL PANEL 1 "PE GL GAS' METER 1" SUPPLY 2" SERVICE 8'X10' CONC. PAD P SF' EXISTING 200 AMP MAIN PANEL W J U aLOW Lq :D N W N - N NEW VEEDER ROOT PANEL UTILITY ROOM JSF'� Q'4W 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 BY 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.: NOT FOR CONSTRUCTION AUG 23, 2021 PROJ. MGR.: CHECKED BY: DRAWN BY: CDL SHEET ISSUE DATE: 08.23.2021 PROJECT PHASE: REVISION KEY PLAN: SHEET NAME: NUMBER ELECTRICAL SITE PLAN 21034 DATE n 10' 5' 0 10' 20' 1" = 10'-0" SHEET NUMBER: El 02B BUS DISPATCH BUILDING FLOOR FINISH AS SPECIFIED 4 CONCRETE 0 SLAB EARTH ALL FINISH GRADE CLEAN FILL COMPACTED EVERY 4" BY CONTRACTOR. UNDERGROUND TAPE 4" MIN. SAND CONDUIT SEALING FITTING TYPICAL CI Q d 4 4 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. 0 TYPICAL CONDUIT STUB -UP NOT TO SCALE NOTE: REFER TO PLANS FOR ACTUAL QUANTITY AND SIZE OF CONDUITS REQUIRED. i 4" 4" MIN. j -\ SAND Jj- \�- MIN. SAND 4" MIN. SAND z 0 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" APPROVED GROUND CLAMP FOR CONNECTING POLE. BAREBOND WIRE AND GROUND TO DRIVEN ENDS OFF CONDUIT SHALL BE SEALED AT ALL AND POLE BASES, GROUND RODS. (RODS) SHALL ONDUIT WITH ELECTRICAL PUTTY AFTER WIRING HAVE CONTACT WITH CLAMPS IS COMPLETED. USED TO CONNECT CONDUCTERS TO THE GROUND ROD FOR A DISTANCE OF 1 1/2" MEASURED PARALLEL TO THE ENDS OF THE GROUND ROD. 6" BED OF PEARROCK OR -/ CRUSHED STONE FOR DRAINAGE. CONDUIT/RACEWAYS AS CALLED FOR nOE N PLANS USE LONG SWEEPING LBOWS (PVC). GROUND ROD. 1-6# AWG CU BARE STRANDED GROUND BOND WIRE CONNECTING ALL GROUND RODS TOGETHER. GROUND WIRE TO BE 3" DIRECTLY ABOVE CONDUIT. ELECTRICAL PULLBOX DETAIL EXISTING WALL PROVIDE WEATHERPROOF CORE DRILL WALL', -,SEALANT AROUND CONDUIT ONDUIT BODY RIGID CONDUIT 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 # PG3048BA24-(QRR--- EQUAL) AND COVER # PG3048HAOO -_ "ELECTRIC". I UNDERGROUND ELECTRIC MARKING JE. j l U O O n°an°an°a 12" BURIED PULL BOX CROSS SECTION NOT TO SCALE CD #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)-(B)(4) 4. JUNCTION BOXES AT PUMPS SHALL BE RATED NEMA 3R AND NEMA 7D-EXPLOSION PROOF. AROUND DIVISION 2 5-FT RADIUS AROUND VENT DIVISION 1 SURFACE OF TANK CONTENTS DIVISION 1 » CLASS 1, DIVISION 1 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 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.: NOT FOR CONSTRUCTION AUG 23, 2021 PROJ. MGR.: CHECKED BY: DRAWN BY --- --- CDL SHEET ISSUE DATE: 08.23.2021 PROJECT PHASE: 1:7�7F9LiP RIPul:lga KEY PLAN: SHEET NAME: ELECTRICAL DETAILS 21034 �7 go NOT TO SCALE SHEET NUMBER: E501