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20090210 Signed w_approvals Plan 04162013E e 7 u a E F C� C SUPPORT OPERATIONS CENTER - FUELING STATION PROJECT INFORMATION SITE ADDRESS CODES 406 Railroad Street 2009 INTERNATIONAL BUILDING CODE W/ Yelm, WA 98597 WASHINGTON STATE AMENDMENTS PARCEL NUMBER(S) O DIAMETER OR 'ROUND 2009 INTERNATIONAL FIRE CODE 22719310100 # 22719310300 2009 INTERNATIONAL MECHANICAL CODE 22719310301 A.B. 22719310200 2009 INTERNATIONAL PLUMBING CODE W/ MINIMUM OR MINUTE WASHINGTON STATE AMENDMENTS SITE AREA MTL 8.78 ACRES 2009 WASHINGTON STATE ENERGY CODE ZONING BARRIER FREE - INTERNATIONAL CODE COUNCIL INDUSTRIAL (1) ANSI STANDARD 117.1 ABOVE FINISH [FLOOR CURRENT YELM MUNICIPAL CODE LEGAL DESCRIPTION A PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER AND OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 19, TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M., DESCRIBES AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION; THENCE SOUTH 1 °02' EAST 2,310 FEET; THENCE NORTH 88 °58' EAST 198 FEET; THENCE SOUTH 1 °02' EAST 267.30 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 50054' EAST 427.80 FEET, THENCE SOUTH 45 °46' EAST 591.40 FEET TO THE INTERSECTION OF THE RIGHT OF WAY LINE OF NORTHERN PACIFIC RAILWAY (RIGHT OF WAY BEING 50 FEET FROM THE CENTER OF MAIN TRACK); THENCE ALONG THE RIGHT OF WAY LINE SOUTH 49 °54' WEST 604 FEET TO THE INTERSECTION OF THE RIGHT OF WAY LINE OF STEVENS STREET IN THE TOWN OF YELM, EXTENDED SOUTHEASTERLY; THENCE NORTH 52 °08' WEST 613 FEET ALONG THE RIGHT OF WAY OF STEVENS STREET EXTENDED; THENCE NORTH 50054" EAST 251.40 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION DESCRIBED AS FOLLOWS: BEGINNING AT THE MOST SOUTHERLY CORNER OF THE ABOVE DESCRIBED TRACT; THENCE NORTH 49 °54' EAST ALONG THE SAID NORTHWESTERLY LINE OF SAID NORTHERN PACIFIC RAILWAY RIGHT OF WAY 150 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 49 °54' WEST ALONG SAID RIGHT OF WAY LINE 150 FEET TO SAID SOUTHEASTERLY EXTENSION OF SAID NORTHEASTERLY RIGHT OF WAY LINE OF STEVENS STREET; THENCE NORTH 52 °08' WEST ALONG SAID NORTHEASTERLY RIGHT OF WAY LINE 116.91 FEET; THENCE NORTHEASTERLY PARALLEL WITH SAID NORTHERN PACIFIC RAILWAY RIGHT OF WAY LINE 118 FEET; THENCE IN AN EASTERLY DIRECTION THROUGH AN EXISTING SPIKE TO A POINT WHICH IS NORTH 40 °08' WEST 85 FEET FROM THE TRUE POINT OF BEGINNING; THENCE NORTHEASTERLY PARALLEL WITH SAID NORTHERN PACIFIC RAILWAY RIGHT OF WAY LINE 10 FEET; THENCE SOUTH 40008' EAST 85 FEET TO SAID NORTHWESTERLY RIGHT OF WAY LINE; THENCE SOUTH 49 °54' WEST ALONG SAID RIGHT OF WAY LINE 10 FEET TO THE TRUE POINT OF BEGINNING. IN THURSTON COUNTY, WASHINGTON OWNER YELM COMMUNITY SCHOOLS No. 2 P.O. BOX 476 YELM, WA 98597 (360) 458 -6128 (360) 458 -6434 (FAX) CONTACT: ERLING BIRKLAND ARCHITECT ERICKSON McGOVERN, PLLC 120 SOUTH 131ST STREET TACOMA, WASHINGTON 98444 (253) 531 -0206 (253) 531 -9197 (FAX) CONTACT: RAY MOW, AIA ARCHITECTURAL SYMBOLS RAILWAY NORTH ARROW 100 ROOM NAME AND NUMBER N-23 WINDOW, RELFE, LOUVER TYPE 9 DETAIL SYMBOL REVISION SYMBOL 1Q 518.12 pT_1 PAINT TYPE SYMBOL A Oq NOTE, REFERENCE SYMBOL 3 INTIERIOR ELEVATION 51702 'D SYNABOL lA WALL TYPE SYMBOL C c T.O. GL— U— LAM /� HEIGHT ABOVE SYMBOL J BUILDING SECTION SYMBOL 0' -0" A.F.F. 510.02 I WALL SECTION SYMBOL ne.os ABBREVIATIONS NOTE: ADDITIONAL ABBREVIATIONS ARE INCLUDED THROUGHOUT DRAWING SET (W AT MB MARKER BOARD C CENTERLINE MECH. MECHANICAL O DIAMETER OR 'ROUND MDO MEDIUM DENSITY # POUND OR NUMBER OVERLAY A.B. ANCHOR BOLTS MIN. MINIMUM OR MINUTE ACP ACOUSTICAL CEILING MTL METAL PANEL NIC NOT IN CONTRACT A.F.F. ABOVE FINISH [FLOOR NO. NUMBER BD. BOARD NTS NOT TO SCALE T. BITUMINOUS OC ON CENTER BLDG, BUILDING OFCI OWNER FURNISH BURG. BLOCKING CONTRACTOR INSTALL BM. BEAM OFOI OWNER FURNISH, OWNER INSTALL B.O. BOTTOM OF ON OPPOSITE HAND CJ CONTROL JOINT PAM, PAVEMENT CLING. CEILING PCM PROJECTOR CEILING COL. COLUMN MOUNT CONC. CONCRETE P.L. PROPERTY LINE CONST, CONSTRUCTION PLAM PLASTIC LAMINATE CONT. CONTINUOUS PLYWD. PLYWOOD CPT. CARPET PR, PAIR CT CERAMIC TILE PT PAINT DEL. DOUBLE PW PLYWOOD DOE DOOR OPERATOR RB RUBBER BASE POST RECPT. RECEPTACLE DP DEEP READ. REQUIRED DS DOWNSPOUT REV, REVISIONS EW EYEWASH STATION S.C. SOLID CORE (E) EXISTING SCHED. SCHEDULE ETC. ETCETERA SECT. SECTION EA EACH SF SQUAREFOOT EJ EXPANSION JOINT SG SAFETY GLAZING ELECT. ELECTRICAL SIM SIMILAR ELEV ELEVATION SPEC. SPECIFICATION EO EDGE OF E.O. SQ. SQUARE EQ EQUAL S.S. STAINLESS STEEL EQUIP EQUIPMENT STD STANDARD EXH EXHAUST STL STEEL EXT EXTERIOR STOR. STORAGE FA FIRE ALARM STRUCT. STRUCTURAL OR STRUCTURE FNDN FOUNDATION SV SHEET VINYL FEP FINISHED END PANEL TB TACKBOARD FIN FINISH T &G TONGUE & GROOVE F.F. FINISH FLOOR TIER. THICK FSS FOLD DOWN SHOWER SEAT T.O. TOP OF N FOOT OR FEET T.S. TUBE STEEL FX FIRE EXTINGUISHER T.W.S. TACKABLE WALL SURFACE GA GAUGE (ARCH.) GALA. GALVANIZED TYP TYPICAL GWB GYPSUM WALLBOARD U URINAL HACP. HUNG ACOUSTICAL U.N.O. UNLESS NOTED OTHERWISE CEILING PANEL`S VERT, VERTICAL P.M. HOLLOW METAL- VP VENEER PLASTER H HEIGHT OR HIGH VWC VINYL WALL COVERING HORS. HORIZONTAL W WIDE OR WIDTH I.D. INSIDE DIAMETER W/ WITH IN INCHES WE WHITE BOARD/ MARKER INSUL. INSULATION BOARD INT. INTERIOR WD WOOD LT. JOINT W.G. WIRE GROMMETS JSL JOIST W.M. WALL MAT LAM. LAMINATED W/O WITHOUT LAV. LAVATORY WST WAINSCOT LBB LINOLEUM BULLETIN BOARD WWF WELDED WIRE FABRIC LF LINEAL FEET MAX MAXIMUM CIVIL ENGINIEER JEROME W. NgORRISSETTE & ASSOCIATES 1700 - B2 COOPER POINT ROAD SW OLYMPIA, WASHINGTON 98502 P 360- 352 -9456 F 360- 352 -99510 CONTACT: SC :OTT SEVERS STRUCTURAL ENGINEER SCHEDULE OF DRAWINGS GENERAL AO.00 PROJECT INFORMATION SHEET CIVIL DRAWINGS C1.0 YELM TRANSPORTATION FUELING STATION SANITARY SEWER PLAN C1.1 DEMOLITION, GRADING, EROSION CONTROL, & SITE PLAN C1.2 SEWER, EROSION CONTROL, STORM, AND RESTORATION DETAILS C1.3 EROSION CONTROL NOTES & GENERAL NOTES ARCHITECTURAL DRAWINGS A1.00 OVERALL SITE PLAN A1.06 ENLARGED FUEL ISLAND PLAN FUEL ISLAND ELEVATION, REFLECTED CEILING PLAN A1.07 DETAILS STRUCTURAL DRAWINGS 51.01 GENERAL NOTES 51.02 GENERAL NOTES 54.04 CANOPY FRAMING ELECTRICAL DRAWINGS EI A ELECTRICAL SITE PLAN E1.2 ELECTRICAL LEGEND PCS STRUCTURAL SOLUTIONS 1250 PACIFIC AVE. SUITE 701 TACOMA, WASHINGTON 98402 P 253 - 383 -2797 F 253- 383 -1557 CONTACT: LUKE HEATH ELECTRICAL ENGINEER BCE ENGINEERS, INC. 6021 12TH STREET EAST, SUITE 200 TACOMA, WASHINGTON 98424 P 253 - 922 -0446 F 253- 922 -0896 CONTACTS: CARRIE TAYLOR CONTRACTOR PENDING PUBLIC BID YELM SCHOOL DISTRICT BUILDING INFORMATION 2009 international Fife Code: Chapter 22 - Motor Fuel dispensing Facilities and Repair Garages: Proposed focrIty 20,000 gallon Underground 2 -cell diesel /regular tank meeting UL 2085 and UL 142 requirements. (Listed and Labeled) Used for fleet fueling only. No public access. (3) fueling dispensers None combustible steel conopys over dispensers. Section 2203.1 Location - Fueling station exceeds all required separations from lot lines and other buildings. Fueling Canopies fall under 2201.3 item 2 exception. Section 2203.2 Emergency switch location -Shown on A1.06. 20' -6" separation from dispensers. Section 2204.3 Unattended fueling: Fueling dispensers controlled by a secure cord access system. Section 2204.3.5 Emergency procedure same be posted. Identified as notification sign on A1.06. Section 2205.5 Fire extinguishers locations shown on AID& Table 2206.2.3 Proposed facility fall under Class I above ground greater than 6,000 gallon (note a) All minimum separation distances have been exceeded. ^z^'' L.� W �0^j V U • z 0 N U IL LJJ F-- W W t/) Z <O O LL Z F- U O CL UQ � P d Q c 3 ME O 0 U o � b C 0 O p �M a w 0 N b 0 I Q V z I UJ ILL LL H- z LU U crj 0- Q Z � U L U E 0 o_ F— O O 0U U (2— NC E 11 Ln 7925 REGISTERED ARCHITECT RAYMOND C. MOW TATE OF WASHINGTON Project: 2010 -16 Drawn: JM. Sheet: A0.00 N w U M M NJ N r7 0 N ti 0 M 333.. / 334 RESTORE DISTURBED SURFACES IN _ - ACCORDANCE WITH THE RESTORATION DETAIL ON SHEET C1.2 INSTALL 50 LF 2" SCH. 40 PVC PNPE - - - SLOPE = 0.0050 FT /FT SEE ARCHITECTS PLANS AND DET'AILS FOR FUELING STATION DESIGN INSTALL OIL STOP VALVE VENT (SEE DETAIL SHEET C.1.2) IF= 334.37 M ' / M ' / ; 33 b SECTION 19, TOWNSHIP 17 NORTH, RANGE 1 EAST, W.M. THURSTON COUNTY, WASHINGTON � ss EP EP is EP I EP ' EP � EP LEGEND Civil • Municipal • Geotechnical • Land Surveying EXISTING CLEANOUT 'M_ '36 6 IF OUT-333.29 XISTING PUMP CHAMB RIM = 336.27 INS7ggLLLL 8"RVC CLEANOUT & 2"�BENDS AS REQUIRED 2" IE= 334.12 EXISTING 1500 GAL. SEPTIC T RIM = 336.34 IE 6" PVC-333.26 TOP TANK = 334.30 INSTALL 24 LF 2" SCH. 40 PVC PIPE - 0.0050 FT /FT REMOV XISTING ABANDONED SEWER SERVICE AS REQUIRED CAPPLUG EXPOSED ENDS INSTALL APPROVED EQUAL W1 VCL30 H OIL WATER SEPARATOR OR APPROVED EQUAL W/ HS -20 TRAFFIC RATED COVER 25 4" IS (IN) =3 . m 4" IS (OUT)= 333.95 - � m INSTALL - EXISTING 0 WATER LINE _. BOLLARD LU YARD HYDRANT O LUMINAIRE �- WATER VALVE ` - -XXk XX FIRE HYDRANT bET - SEPTIC PUMP CONTROL PANEL w WATER LINE 55 - 55 SEWER LINE z GAS LINE cns 0 UNDERGROUND POWER DGP Ea EDGE OF PAVEMENT NEW CONTOUR o --vim FENCE LINE Civil • Municipal • Geotechnical • Land Surveying EXISTING CLEANOUT 'M_ '36 6 IF OUT-333.29 XISTING PUMP CHAMB RIM = 336.27 INS7ggLLLL 8"RVC CLEANOUT & 2"�BENDS AS REQUIRED 2" IE= 334.12 EXISTING 1500 GAL. SEPTIC T RIM = 336.34 IE 6" PVC-333.26 TOP TANK = 334.30 INSTALL 24 LF 2" SCH. 40 PVC PIPE - 0.0050 FT /FT REMOV XISTING ABANDONED SEWER SERVICE AS REQUIRED CAPPLUG EXPOSED ENDS INSTALL APPROVED EQUAL W1 VCL30 H OIL WATER SEPARATOR OR APPROVED EQUAL W/ HS -20 TRAFFIC RATED COVER 25 4" IS (IN) =3 . m 4" IS (OUT)= 333.95 - � m INSTALL - = 1' 4." PVC CLEANOUT ' 4 IE =33a78 VICINITY MAP 1 4" VALTERRA- PVC KNIFE GATE VALVE OR AP_ PROVED EQUAL P q p- ucuGPU P (SOLVENT WELD - PVC -PRIMER AND CEMENT)" N.T S. bG _ uGP 0 p 1-36" MIN. DIAMETER CONCRETE- VALVE CHAMBER ucP P RIM= 337.00 I. ucP\ (SEE DETAIL SHEET CI.2) GC INSTALL 10 LF 4" PVC PIPE ss a'y ASTM D3034 SDR 35 \\�GSLOPE#A 0476 FT /FT - - -- PJT -IN -WYE T FIELD P/ERIFY�EPTH,- MhF€BWALS�AND SIZES PRIOR TO CONSTRUCTION AND ORDERING-PARRS PVC 15POOL LENGTHS AS REQUIRED T 1 �0 .1 6" F= 333.49 - --a_,P EP EP 0�0 1 a}c 1 ( m1ry F \ 337 � e sy, � 2..4�� Ri° 1 0l cq _ - -__ -_ I 10® Q y� �o lap air t' 9 o 55 � 55 I � 1 00 10 Y INSTALL TXPE 1 CATCH BASIN W/ HERRINGBONE GRATE CONSTRUCT BOTTOM FLUSH WITH INVERT RIM= 337.21 IE OUT (E)=334.59 INSTALL 34 LF 4" PVC PIPE ASTM D3034 SDR 35 SLOPE= 0.0200 FT /FT w 88TH Morrissette CAP / PLUG W KNIFE VALVE LU TYPE I CATCH BASIN FLOW ARROW �- GRADING SYMBOL ` - -XXk XX FINISHED GRADE CP) POTHOLE SEWER MAIN 55 - VENT MAIN z w Z 0 SAWCUT LINE Q STRAW WATTLE NEW CONTOUR � EP � 2 � Q LU V) D S,p I t- O PROJECT SJD Q > LOCATION It- W Z y< a 2 W N Zcl U_ Z 0- $ �P Z VALLEY Q a� t .� L1J o �o 0- O_ Z � p Q Iry S rF U SO:f L ^U I L E W LONG 103RD = 1' 4." PVC CLEANOUT ' 4 IE =33a78 VICINITY MAP 1 4" VALTERRA- PVC KNIFE GATE VALVE OR AP_ PROVED EQUAL P q p- ucuGPU P (SOLVENT WELD - PVC -PRIMER AND CEMENT)" N.T S. bG _ uGP 0 p 1-36" MIN. DIAMETER CONCRETE- VALVE CHAMBER ucP P RIM= 337.00 I. ucP\ (SEE DETAIL SHEET CI.2) GC INSTALL 10 LF 4" PVC PIPE ss a'y ASTM D3034 SDR 35 \\�GSLOPE#A 0476 FT /FT - - -- PJT -IN -WYE T FIELD P/ERIFY�EPTH,- MhF€BWALS�AND SIZES PRIOR TO CONSTRUCTION AND ORDERING-PARRS PVC 15POOL LENGTHS AS REQUIRED T 1 �0 .1 6" F= 333.49 - --a_,P EP EP 0�0 1 a}c 1 ( m1ry F \ 337 � e sy, � 2..4�� Ri° 1 0l cq _ - -__ -_ I 10® Q y� �o lap air t' 9 o 55 � 55 I � 1 00 10 Y INSTALL TXPE 1 CATCH BASIN W/ HERRINGBONE GRATE CONSTRUCT BOTTOM FLUSH WITH INVERT RIM= 337.21 IE OUT (E)=334.59 INSTALL 34 LF 4" PVC PIPE ASTM D3034 SDR 35 SLOPE= 0.0200 FT /FT w CLEANOUT Morrissette CAP / PLUG W KNIFE VALVE LU TYPE I CATCH BASIN FLOW ARROW �- GRADING SYMBOL ` - -XXk XX FINISHED GRADE CP) POTHOLE SEWER MAIN 55 - VENT MAIN < FLOW LINE ---' -- 0 SAWCUT LINE Q STRAW WATTLE NEW CONTOUR Z EP NEW EDGE OF PAVEMENT Jerome W. Morrissette & Associates Inc., P.S. �P LU L Q 0 O p 1700 Cooper Pt. Road S.W. #B -2, Olympia, Wa. 98502 -1110 Ph 360.352.9456 Fx 360.352.9990 APPROVED FOR CONSTRUCTION BY: Ms DATE: DEVELOPMENT REVIEW ENOINEE APPROVAL EXPIRES: INSTALL TYPE 1 CATCH BAS W/ HERRINGBONE GRATE & OIL STOP VALVE (SEE DETAIL SHEET C1.2) RIM -337.21 IF IN (W)=334.21 IE OUT (E)=334.21 INSTALL 13 LF 4" PVC PIPE ASTM D3034 SDR 35 SLOPE = 0.0200 FT /FT INSTALL 4" PVC TEE (SDR INSTALL 4 "x2" REDUCER (St 4" FL= 334.00 SCALE: 1 "=10 FEET 0 5 10 20 DATUM: N.A. V. D. 29 JG c N " a -338 - c^ � 35 x SCH. 40) 0- -- 1 -339 e JGe 1\ 1I 11 1 Sf 1 \ 1 1 1 1 ss 1 1 1 1 ss 1 c� 1 1 11 CALL BEFORE YOU DIG: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1- 800- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY CONSTRUCTION. EXISTING 6" CLEANOUT RIM= 338.10 6" IE- 334.76 EXISTING VORTCLAREX OIL /WATER SEPARATOR W/ TRAFFIC RATED LID RIM= 338.10 4" IE(IN)= 334.82 4" IF OUT= 334.82 EXISTING 4" STUB -OUT IE= 335.00 EXISTING 4" STUB -our IE= 335.20 Z do 7 > 05 M �P LU L Q U ■ U M d 5 w� N Z Wei �I 6) I�i Z 2010 -16 > 05 BID E O O 0 U U 0 C 0 O p U ■ U M d 5 w� N Z Wei �I 6) I�i Z 2010 -16 Drawn: Q BID _ 01/19/13 CL Z p LU W < 0 Q Z Z � Q LU V) D Z I t- O Q LU t/J It- W Z U W N Zcl U_ Z 0- O I- Z F- a Q a� t .� L1J o �o 0- O_ Z p Q Iry U SO:f L ^U I L E W 9113 Project: 2010 -16 Drawn: BID _ 01/19/13 ADD #1 01/29/13 Sheet: CI.0 APR 01 2013 w w Uf U m i� a M N M O N v d 0 0 �' i ' m GRADE NEW ASPHALT AWAY FROM i FUELING ISLAND (TYP.) / CONSTRUCT 3: 1 MAX. ILL L AND OPE W/ SELECT NATIVE MA ERIAL AND ro 4' OF TOPS0115(- T4'P.) �J MATCH �NG GRADE ALL 160 LF OF CONTINUOUS / 12' DIAMETER STRAW WATTLE ss / ss 55 SECTION 19, TOWNSHIP 17 NORTH, RANGE 1 EAST, W.M. THURSTON COUNTY, WASHINGTON M r � 1 SP c�'� ° 1 °ice' 1 5s ry 'CP / EP REMOVE EXISTING ASPHALT SURFACE I ° \ ° / RESTORE DISTURBED SURFACES IN / EP ACCORDANCE WITH THE RESTORATION \ DETAIL ON SHEET C1.2 (TYP ), ' , 38 ° - �— EPr CEP SAWCUT 165 LF OF EXISTING ASPHALT -F�- GRADE NEW INSTALLED ASPHALT TO MATCH EXISTING ASPHALT ELEVATIONS MATCH EXISTING GRADE - 7.3 1--- woo 000 000 je.91 I CONSTRUCT 6 "x13 CONCRETE PADJ " SLOPE TO DRAIN TO CATCH BASIN IN ALL DIRECTIONS (SEE DETAIL SHEET CI.2) NOTE: ALL ASPHALT GRADES SHALL SLOPE AWAY SLOPE TO DRAIN AWAY FROM FUEL FROM CONCRETE FUEL SUMPS EQUIPPED WITH PUMP ISLAND & CONCRETE PADS CATCH BASINS. (TYP) CONSTRUCT FLOW PATH LEGEND Civil • Municipal • Geotechnical • Land Surveyin • EXISTING o WATER LINE O BOLLARD ® YARD HYDRANT OLUMINAIRE FLOW ARROW pQ WATER VALVE XXX:)qx FIRE HYDRANT © SEPTIC PUMP CONTROL PANEL w WATER LINE s5 SEWER LINE As GAS LINE UGP UNDERGROUND POWER EP — EDGE OF PAVEMENT — o---0—�— FENCE LINE Civil • Municipal • Geotechnical • Land Surveyin • CLEANOUT > CAP / PLUG H KNIFE VALVE ® TYPE i CATCH BASIN O O FLOW ARROW GRADING SYMBOL XXX:)qx FINISHED GRADE © POTHOLE 55 ti� SEWER MAIN VENT MAIN - - - -- FLOW LINE ti SAWCUT LINE STRAW WATTLE NEW CONTOUR -- NEW EDGE OF PAVEMENT Jerome W. Morrissette & Associates Inc., P.S. 1700 Cooper Pt. Road S.W. #13-2, Olympia, Wa. 98502 -1110 Ph 360.352.9456 Fx 360.352.9990 APPROVED FOR CONSTRUCTION BY: DATE: DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: I \ 0�0 1 M woo 00 /CONSTRUCT CONCRETE PAD - SLOPE TO DRAIN TO CATCH" IN ALL DIRECTIONS (SEE DETAIL SHEET GI2) SAWCUT OR EQUAL CUT TO UNIFORM AND VERTICAL (NO JACK - HAMMERING) EMULSIFIED ASPHALT GRADE CSS -1 TACK SHALL BE APPLIED TO'EDGES OF EXISTING PAVEMENT ,,ALL JOINTS SHALL BE SEALED USING PAVING ASPHALT AR4000W M GPIUGP — UGP ,�yN P UGP MCP �i\ _ UCp UGP / Lc —MATCH EXISTING GRADE s Ep ucP ° EP n 1 � EP � EP EP 0 _ EP 33 - s MATCH EXISTING GRADE ° ®IT�" N a 1 Gs o ' 7� SS-71 i a �J SCALE: 1 " =10 FEET 0 5 10 20 DATUM: N. A. V D. 29 CALL BEFORE YOU DIG: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1 -800- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY CONSTRUCTION. 1 ss 1 11 11 1 � 1 1 EXISTING 6" CLEANOUT RIM= 338.10 1 ss 1 6" IE= 334.76 EXISTING V R OIL /WATE SEPARATOR W/ TRAFFIC RATE W1 TD 1 RIM = 338.10 1 1 4" IE(IN)= 334.82 4" IE OUT-334.52 ss 1 1 1 o EXISTING 4" STUB -OUT IE= 335.00 1 1 EXISTING 4" STUB -OUT 1 = 335.20 �1 11 s q1 ss IE 1 11 0 1 1 ss 1 1 Z yF, > O M � P W �Q C 3 u y U � 5 _ m ti N � N Z= L b Mil 1 U Lu Z Z O Q IL N W W Z O L1J W Z I O U LLJ Z 0 LL "' U O N L`I Z cN Z O 0 0 Q — � •C) Q:f W n � Z p O o _C ON L cL E W � � 0 V R LID RS.L fy1' O¢ WIgS e ca Ll• ' 1 'dp0 $ t35194 W4' EGISTF, SSIONAL I'•j9l (3 Project: 2010 -16 > O BID 01/19/13 ADD #1 /0 0 O O UQ CV C O Uo u y U � 5 _ m ti N � N Z= L b Mil 1 U Lu Z Z O Q IL N W W Z O L1J W Z I O U LLJ Z 0 LL "' U O N L`I Z cN Z O 0 0 Q — � •C) Q:f W n � Z p O o _C ON L cL E W � � 0 V R LID RS.L fy1' O¢ WIgS e ca Ll• ' 1 'dp0 $ t35194 W4' EGISTF, SSIONAL I'•j9l (3 Project: 2010 -16 Drawn: BID 01/19/13 ADD #1 01/29/13 Sheet: Cl .1 LEE w U GO t a 0 I M O N Cl; N 0 a a RESTORATION SURFACE SEE RESTORATION TABLE SEE RESTORATION TA FINISH GRADE RESTORATION TABLE 1 O SURFACE MAXIMUM BACKFILL/ BACKFILL SEE - RESTORATION TABLE REINFORCED OR MAINTAIN SIDE TYPE SLOPE AS STEEP COMPACTION REQMNTS. AS POSSIBLE CRUSHED SEWER LINE ,Jyrr r� <)��T( PIPE BEDDING FOR <� FLEXIBLE PIPE L 1 ``r Sri` SMOOTH & CONSISTANT r N Z O NTH EXISTING r j r'< PIPE O.D. FINISH ROADWAY TO j <v V F � CONFORM TO ALL EXISTING OVER GRAVEL BASE PAVING OVER 4" CRUSHED PIPE WI PRESSURE O.D. 24" GRAVITY W SLOPES SHALL MATCH RESTORATION TABLE 1 O SURFACE MAXIMUM BACKFILL/ COMMENTS/ VALVE CHAMBER — SIZED TO PROVIDE ACCESS TO KNIFE VALVE AND CLEANOUT THICKNESS REINFORCED OR 12" TYPE �J COMPACTION REQMNTS. OTHER REQUIREMENTS CRUSHED 4" CRUSHED SURFACE SELECT BACKFILL FINISH GRADE SHALL BE SURFACE TOP COURSE COMPACT TO 95% SMOOTH & CONSISTANT (STD. SPEC. 9- 05.12(2)) Z O NTH EXISTING 3" MIN. GRADE B A.C. FINISH ROADWAY TO A.C. PAVEMENT SELECT BACKFILL CONFORM TO ALL EXISTING OVER GRAVEL BASE PAVING OVER 4" CRUSHED COMPACT TO 95% GRADES AND CURBS FOOTING (CONTINUOUS) SURFACE TOP COURSE LL SLOPES SHALL MATCH CONCRETE SURFACE MATCH EXISTING SELECT BACKFILL MATCH EXISTING FINISH (DRIVEWAY /SIDEWALK) CONCRETE THICKNESS COMPACT TO 95% TEXTURE, AND GRADE. NIT HYDROSEED/ PLANTINGS FINISH GRADE SHALL BE LAWN/LANDSCAPE OVER 4' MIN. TYPE A NATIVE BACKFILL SMOOTH & CONSISTANT TOP SOIL COMPACT TO BSR WITH EXISTING GRADE C1.0 NATIVE BACKFILL MOUND BACKFILL UNIMPROVED SUFACE N/A COMPACT TO 85% 2' ABOVE EXISTING O GRADE & SMOOTH CSBC CRUSHED SURFACE BASE COURSE CSTC = CRUSHED SURFACE TOP COURSE DEPT. OF PUBLIC WORKS TYPICAL PIPE TRENCH APPROVED DWG. NO. CITY ENGINEER DATE 7 -3 DES. DAN, CKD, DATE PMX PMX MTO 4/11/00 ASPHALT PAVEMENT SEE RESTORATION DETAIL RAISE EDGE (TYP. ALL SIDES) TO PREVENT RUNOFF FROM AREAS ADJACENT TO FUELING SLAB AND TO CONTAIN ANY FUEL SPILLS TO THE FUELING SLAB r2" (TYP.) 4" PVC ASTM D3034 SDP 35 PIPE CAST IRON GRATE AND FRAME 5000 PSI CONCRETE SEE CEMENT CONCRETE SLAB DETAIL THIS SHEET SECTION 19, TOWNSHIP 17 NORTH, RANGE 1 EAST, W.M. THURSTON COUNTY, WASHINGTON PI PLAN VIEW D W ARTY, NOTES: 1. FUELING FACILITY SHALL BE EQUIPPED WITH A CANOPY TO PREVENT PRECIPITATION FROM REACHING THE CONCRETE SLAB 2. THE CONTRACTOR SHALL INSTALL OIL STOP VALVE IN ACCORDANCE WITH THE 7 J MANUFACTURER'S WRITTEN SPECIFICATIONS WSDOT TYPE 1 CATCH BASIN--------I & RECOMMENDATIONS 2'" SCH. 40 PVC PIPE PROVIDE SUPPORTS AND BRACES AS REQUIRED 2" ENGULF OIL STOP VALVE 3. SLOPE ALL ASPHALT TO DRAIN AWAY OR APPROVED EQUAL 4" x 2" REDUCER FROM EACH CONCRETE SLAB (TYP.) SEE PLAN FOR OIL STOP ADAPTERS AS REQUIRED VALVE LOCATION 4" PVC ASTM D 3034 SDR 35 PIPE FUELING FACILITY CATCH BASIN DETAIL N. T. S. WAR 6X6 —W6 X W6 CONTINUOUS 6" MIN. OVERLAP AT JOINTS, NO SPLICES ACROSS SAWCUT JOINTS, SUPPORT OF THE WELDED WIRE REINFORCEMENT SHALL BE WITH CONCRETE BLOCK BAR SUPPORTS W 12 -16 GA. TIE WIRES AT 36" C.C. BOTH WAYS o J 3" BAR SUPPORT ? =+ X5000 PSI e" THICK CONCRETE ' \45' CK C.S.TC. COMPACTED 4:� DEPT H TO 95% (MIN.) DENSITY INSTALL 2 k6 BARS CONTINUOUS WITHIN THE THICKENED EDGE ONLY - COMPACT SUBGRADE TO 95% (MIN.) IN (OVERLAP 12 BAR DIAMETERS) ACCORDANCE WITH ASTM D -1557 NOTE: CONTRACTOR SHALL COVER ALL INSTALLED 12" CEMENT CONCRETE FOR A MINIMUM OF SEVEN (7) DAYS W/ 3 MIL BLACK PLASTIC SHEETING CEMENT CONCRETE SLAB DETAIL ELEVATION VIEW VortClarexD STRAW WATTLE W/ ` 2 "x2" STAKES 'I 1 LI1 1 36" O.C. SURFACE ilsa 7 FLOW ,LTL STRAW WATTLE DETAIL N. T. S. 2" SCH. 40 GALVANIZED STEEL LUT 2" SCH. 40 GALV 1, STEEL PIPE GALV STEEL BLOCKING & DOUBLE STAINLESS STEEL STRAPS (TYP.) 0 2 FINISH GRADE v.,,. .. n,..n, , 2" SCH. 40 PVC PIPE IL 2" PVC ADAPTER H (HUB x NPT) 2" SCH. 40 GALVANIZED STEEL 18" MIN. CIA. 2" 90' ELL —SHORT (HUB) CONCRETE OIL STOP VALVE VENT DETAIL N.T.S. VCL30 DESIGN NOTES VETO TREATMENT CAPACITY, AN UPSTREAM SWARD STRUCTUREIs REQUIRED ` "T'orvs. Ir THE SRE wrvoxloxs EXCEED RATED IN VORCLARPC D PRODUCE A DESREDMEFSWEEL BASED ONMOIL OILDROPLET TYPICAL OFTHE SITE rvFMOLSIFiE00R FROM THIS WATER siREw BULLETIN NO 421 THESOANDARDENLETroUnETwNr QUR IONIs$HDwN ROTHERCONFicR IO NDOPMRSPLEASECONTACTVDORCUxTiCH i 30" x 36' E762 x 9141 ACCESS HATCH (ACTUAL PRODUCT MAY VARY) 4EAERAEN-DTa PROODE ALL MATERIALS UNLESS NOTED UTHERALUSE CON ED CARICATTER DRAWINGS WITH EO STRUCTURE DIMENSIONS AND WRIGHT . PLEASE CONTACT YOUR CONTACT REPRESENTATIVE W.ATC AREA WATER QUALITY STRICLU'll a TO CO:r"RM S`'TRU TUBE MEETS RReoulu EATTE of PROJECT. SCRI DAINEORIIIISCHANING 4 UN TO N ElEVAT'I HALL MEET kAANT0 EADIAND SOURCE BUILT SlITASESHTDIVAND LORD . RCln unCw" : oRBELDWTHEOUTLETPIPEI vITEIEVAnaN ENawEEROFREC DiOolFl. LovroT B 5 INLETAN 0 D N OUT ET PIPES MOST BE PERPENDICULAR TO THE VAULT TO ALLOW CONNECTION WITH PROVIDED PIPE STUBS 6 FLOW UND IN ANN OUT OF THE VVERTILLAREISE FRISSEVENCES TO BE AT THE CAME INCENION 7 ALTERNATE UNITS ARE IN MILLIMETERS UNLESS NOTED OTHERWISE AN V RUB CASE SACGNL LEFT., ALDD ART FLOTATION PROVGIONS ME MESEECIEID DRAWN CONSIDERATIONS AND STUN iO ro PROVIDE SED IMENT ALI SUFFlDIENT MFTwOAND REACH CAPACITY TO LIFT AND SET THIS VORTILARES ED RF1LOT PT Ro INSTALL JOINT ERMII E ALL STRNCI URE SECTIONS AND ASSEMBLE STRUCTURE EGUIVALfln. GarvLER TO MATE LASTING TRURxuNIS TD THE PHOVIDED PPFSTUes. MATCH PIPE IWITH ELEVATION$ANI NOTES: ALL BURIED GALVANIZED PIPE AND FITTINGS SHALL BE WRAPPED W/ PIPE WRAP TAPE. ALL GALVANIZED PIPE EMBEDDED IN CONCRETE OR BELOW GRADE SHALL BE WRAPPED W/ PIPE WRAP TAPE. PIPE WRAP TAPE SHALL BE PASCO SPECIALTY 4 MFG. 10 MIL PIPE WRAP OR APPROVED EQUAL. ALL PIPE SHALL BE COATED W/ PASCO PIPE PRIMER PRIOR TO TAPE WRAPPING. INSTALL CLEANOUTS AS SHOWN ON THE PLANS 2" 45' PVC ELL ,$3 BAR EACH (HUB) 4" SEWER LINE J/3 BAR EAC 2" x 4" PVC TEE ¢3 BAR 8 314" CAST IRON RING AND COVER � ADJUST TO FINISH GRADE v 15" YA" SQUARES SPACED - 31 4" 'NDICATED - HT. 118" RAISE - 112" BORDER RING ASST 12" FIBR PAC, TRAFFIC RATED CLEAN OUT COVER Tws DRAWIxD AND THC w.DRMAnpx IT c xr"HU5 Is THE PROPERTY Cl ENaWP INC. AND MAr uIT HE CoPIM OR uBED DIRECTLY OR INDIRECTLY FUR ANY FuRPDSE THE THAN THAT RuTHDR;¢ED IN WRITING BY ENQUID, INC. NLET PIPE OUTLET PIPE RO d a U OF i1 0 A— 2' E B= 16.75 - 19.75' C_ 81. DIMENSIONS SHOWN ARE MINIMUMS REQUIRED D= 4.5' FOR PROPER FLOW CHARACTERISTICS OR FOR MANUFACTURING. IF CUSTOMER REQUIRES CHANGE, E= 22 " -26" PLEASE CONTACT ENQUIP,Inc. F= 21 " -24" Description: OIL STOP VALVE w/ P =TRAP & OVERFLOW ENQUIPCORY MOrri OGtte and Associates Drown By: CM1kd By: Apprd. By: Dole: ENVIR ONMENTAL EQUIPMENT A.C. S. STONE MG.R. 12112 3319 NOILA Lew §, P.D. BDx 589 TROD. DkIOM1Dme 74101 SCOIe: SO No. DrOnU9 NO Rev. p NONE S- 1212 -07 CSVPTCB BM 1 Df 1 I', 6 12" OR 24" FOR 6" HEIGHT RvcanAJCn, (JYnccD EQUALLY) RECTANGULAR ADJUSTMENT SECTION PIPE ALLOWANCES O SEE RESTORATION DETAIL MAXIMUM PIPE MATERIAL INSIDE VALVE CHAMBER — SIZED TO PROVIDE ACCESS TO KNIFE VALVE AND CLEANOUT DIAMETER REINFORCED OR 12" PLAIN CONCRETE �J ALL METAL PIPE 15" GIESSP# (STD. SPEC 9- 05.20 12" SOLID WALL PVC 15" (STD. SPEC. 9- 05.121)) PROFILE WALL PVC 15" (STD. SPEC. 9- 05.12(2)) Z J: CORRUGATED POLYETHYLENE PRECAST BASE SECTION STORM SEWER PIPE TYPE 1 CATCH BASIN DETAIL NOTE: - THE CONTRACTOR SHALL COORDINATE WITH OWNER TEMPORARY SHUT DOWN OF SANITARY SERVICE WHILE CUTTING IN TEE. IF THE SANITARY SERVICE OUTAGE WILL BE GREATER THAN TWO (2) HOURS THE CONTRACTOR SHALL FURNISH AND INSTALL BYPASS PUMPING EQUIPMENT FOR THE DURATION OF THE SERVICE OUTAGE AT THE CONTRACTOR'S SOLE EXPENSE AND NO SEPARATE COMPENSATION BE ALLOWED THEREFORE. CONSTRUCTION AS SHOWN ON CLEANOUT DETAIL THIS SHEET IT4" PVC 22.5' BEND 4" PVC ASTM D3034 SDR 35 PIPE 6" SEWER MAIN SECTION VIEW N. T. S. CALL BEFORE YOU DIG: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1- 800- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY CONSTRUCTION. N.T.S. 4 ' PVC ASTM D3034 SDR 35 PIPE 4" CLEANOUT W/ RISER PIPE - 4" PVC VALTERRA KNIFE VALVE OR APPROVED EQUAL MIN. 6" COMPACTED DEPTH — CRUSHED SURFACING TOP COUP 8" WIDE x 6" DEEP CONCRETE - FOOTING (CONTINUOUS) COMPACT EXISTING SUBGRADE II ASPHALT PAVEMENT O SEE RESTORATION DETAIL w 24" MIN. DIAMETER CONCRETE > VALVE CHAMBER — SIZED TO PROVIDE ACCESS TO KNIFE VALVE AND CLEANOUT O STANDARD MANHOLE CASTING LID / n WITH 2" RAISED LETTERS �J STATING "SEWER" ON COVER I -4" PVC LI BEND W • 4" WYE 0 -GROUT ANNULAR SPACES FROM Z O Q V) MIN. 6" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE U 8" WIDE x 7" DEEP CONCRETE v) FOOTING (CONTINUOUS) LL SECTION A JD HOUSIr, N. T. S. 1 ASPHALT PAVEMENT SEE RESTORATION DETAIL Q`) 24" MIN. DIAMETER CONCRETE J VALVE CHAMBER — SIZED TO PROVIDE ACCESS Q TO KNIFE VALVE AND CLEANOUT F— W STANDARD MANHOLE CASTING LID Q WITH 2" RAISED LETTERS STATING "SEWER" ON COVER Z SECTION B CARSON L SERIES MODEL 910 (ROUND) LIGHT DUTY HAND HOLE OR APPROVED EQUAL ADJUST TO FINISHED GRADE THREADED PLUG W /PIPE JOINT \ COMPOUND SEAL W/ SILICONE OR APPROVED EQUAL SEALER SLOPE VARIES CAP NOTE: BACKFILL PER YELM'S TRENCH BACKFILL DETAIL CLEANOUT DETAIL IN NON -PAVED AREAS EXISTING SANITARY I SEWER MAIN INSTALL PVC COUPLER OR THREADED PLUG APTPROVED EQUAL W /PIPE JOINT COMPOUND INSTALL 6" SPOOL OF PVC PIPE SEAL W/ SILICONE Ll_� OR APPROVED EQUAL SEALER EXISTING SANITARY SEWER MAIN I I 6 "x4" 45' WYE i NOTE: GLUED FITTINGS WILL NOT BE ALLOWED CONNECTION TO EXISTING SANITARY SERVICE LINE DETAIL N.T S. N.T.S. `EZ� RECESSED HANDLE TYPE COVER �Sf�EQUAUL INLAND FOUNDRY #247 VALVE BOX OR APPROVED ASPHALT FINISHED GRADE GLUED CAP NOTE. BACKFILL PER YELM'S TRENCH BACKFILL DETAIL CLEANOUT DETAIL IN PAVED AREAS N.T.S. U v J� J EL d Q c 3 o a U a U � O c a o y 0 U N IT` .� N N On On N O Z O N � V Z I w LL LI._I Z Lu U V) 0A Q Z � U Lii i--- CL N O O O Ou U N a- E C L L V o WS s �a 4 A�OX, R STERN w ESSTONAID 1I.�9 Project: O Drawn: BID 01/19/13 ADD 4 1 01/29/13 -4" PVC CLEANOUT W/ RISER PIPE -4" PVC VALTERRA KNIFE VALVE O OR APPROVED EQUAL F- -4" PVC LI BEND W 4" WYE 0 -GROUT ANNULAR SPACES FROM Z KNOCKOUT LOCATIONS Q MIN. 6" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE O 8" WIDE x 7" DEEP CONCRETE v) FOOTING (CONTINUOUS) COMPACT EXISTING SUBGRADE O Z NIT DETAIL B 0 C1.0 Z O O LLJ LLu FINISHED GRADE _Li CAP NOTE: BACKFILL PER YELM'S TRENCH BACKFILL DETAIL CLEANOUT DETAIL IN NON -PAVED AREAS EXISTING SANITARY I SEWER MAIN INSTALL PVC COUPLER OR THREADED PLUG APTPROVED EQUAL W /PIPE JOINT COMPOUND INSTALL 6" SPOOL OF PVC PIPE SEAL W/ SILICONE Ll_� OR APPROVED EQUAL SEALER EXISTING SANITARY SEWER MAIN I I 6 "x4" 45' WYE i NOTE: GLUED FITTINGS WILL NOT BE ALLOWED CONNECTION TO EXISTING SANITARY SERVICE LINE DETAIL N.T S. N.T.S. `EZ� RECESSED HANDLE TYPE COVER �Sf�EQUAUL INLAND FOUNDRY #247 VALVE BOX OR APPROVED ASPHALT FINISHED GRADE GLUED CAP NOTE. BACKFILL PER YELM'S TRENCH BACKFILL DETAIL CLEANOUT DETAIL IN PAVED AREAS N.T.S. U v J� J EL d Q c 3 o a U a U � O c a o y 0 U N IT` .� N N On On N O Z O N � V Z I w LL LI._I Z Lu U V) 0A Q Z � U Lii i--- CL N O O O Ou U N a- E C L L V o WS s �a 4 A�OX, R STERN w ESSTONAID 1I.�9 Project: 2010 -16 Drawn: BID 01/19/13 ADD 4 1 01/29/13 Sheet: Cl .2 2 0 z fr 8 E 7 U "® 3 a c a c 0 rn rn ti m E a w M N M O N N c I M v 0 W SECTION 19, TOWNSHIP 17 NORTH, RANGE 1 EAST, W.M. THURSTON COUNTY, WASHINGTON APPROVED FOR CONSTRUCTION Civil. Municipal • Geotechnical • Land Surveying BY: DATE: Jerome GENERAL NOTES' EROSION CONTROL: Morrissette GENERAL NOTES: SANITARY SEWER MAIN: 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY OF YELM STANDARDS 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY Road S.W. AND THE 2010 STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL 98502 OF YELM STANDARDS AND THE 2010 STATE OF WASHINGTON STANDARD Fx 360.352.9990 CONSTRUCTION (WSDOT/APWA). SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (WSDOT/APWA). 2. TEMPORARY EROSION /WATER POLLUTION MEASURES SHALL BE REQUIRED IN ACCORDANCE WITH SECTION Z � W 1 -07.15 OF THE STANDARD SPECIFICATIONS AND THE 2005 DOE DRAINAGE DESIGN AND EROSION CONTROL MANUAL. 2. ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF YELM SHALL BE Z OBTAINED BY THE CONTRACTOR PRIOR 70 THE START OF CONSTRUCTION. 3. PROPONENT SHALL COMPLY WITH ALL OTHER PERMITS AND OTHER REQUIREMENTS OF THE GOVERNING I ry 4' AUTHORITY OR AGENCY. 3, IF CONSTRUCTION IS TO TAKE PLACE IN THE COUNTY RIGHT -OF -WAY, THE F- Z CONTRACTOR SHALL NOTIFY THE COUNTY AND OBTAIN ALL THE REQUIRED 4. CALL THE UNDERGROUND LOCATE LINE 1- 800- 424 -5555 AT LEAST 48 HOURS PRIOR TO ANY CONSTRUCTION r l..l APPROVALS AND PERMITS. 0 ACTI ACTIVITIES. 4. A ON MEETING SHALL BE HELD WITH THE CITY OF YELM 5. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SIMILARLY STABILIZED TO THE SATISFACTION OF 0o PRIOR THE STAR PRIOR TO THE START OF CONSTRUCTION. THE JURISDICTION AND OWNER. FOR SITES WHERE GRASS HAS BEEN PLANTED THROUGH HYDROSEEOING, THE Z F- PERFORMANCE BOND WILL NOT BE RELEASED UNTIL THE GRASS HAS BEEN THOROUGHLY ESTABLISHED, 5. THE CITY OF YELM SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN t UNLESS OTHERWISE APPROVED BY THE JURISDICTION, OWNER, AND ENGINEER. r ADVANCE OF A TAP CONNECTION TO AN EXISTING MAIN. A CITY W REPRESENTATIVE SHALL BE PRESENT AT THE TIME OF THE TAP. 6. ALL EROSION CONTROL AND STORMWATER FACILITIES SHALL BE REGULARLY INSPECTED AND MAINTAINED BY THE CONTRACTOR DURING THE CONSTRUCTION PHASE OF DEVELOPMENT. 6. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND Z O0 -, PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL 7, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, N O UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE E PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND :D UNDERGROUND LOCATE LINE AT 1- 800- 424 -5555 A MINIMUM OF 48 W SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK >_ HOURS PRIOR TO ANY EXCAVATION. COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT -OF -WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS 7. SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SDR 35 WITH OF THE CURRENT WSOOT STANDARD SPECIFICATIONS FOR TRAFFIC CONTROL SHALL APPLY. FLEXIBLE GASKETED OR SOLVENT WELD JOINTS. 8. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND OTHER RELATED 8, ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS OR REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION IN THE JURISDICTION'S RIGHT -OF -WAY. IT SHALL ALSO TRACER TAPE, INSTALLED 12" TO 18 " UNDER THE PROPOSED SUBGRADE. BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL OTHER REQUIRED PERMITS PRIOR TO ANY THE MARKER SHALL BE PLASTIC NON- BIODEGRADABLE, METAL CORE OR CONSTRUCTION. BACKING MARKED "SEWER" WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. IN ADDITION, STEP SYSTEMS AND FORCE MAINS SHALL 9. NO FINAL CUT OR FILL SLOPE SHALL EXCEED TWO (2) HORIZONTAL TO ONE (1) VERTICAL WITHOUT BE INSTALLED WITH 14 GAUGE OF DIRECT BURY COPPER WIRE WRAPPED STABILIZATION BY ROCKERY OR BY A STRUCTURAL RETAINING WALL AND AS APPROVED BY THE ENGINEER, AROUND ALL PLASTIC PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY. TAPE SHALL BE TERRA TAPE "D" OR APPROVED EQUAL. THE TAPE AND 10, THE CONTRACTOR SHALL VERIFY THE LOCATIONS, WIDTHS, THICKNESS, AND ELEVATIONS OF ALL EXISTING WIRE SHALL BE FURNISHED BY THE CONTRACTOR. PAVEMENTS AND STRUCTURES, INCLUDING UTILITIES AND OTHER FRONTAGE IMPROVEMENTS THAT ARE TO INTERFACE WITH NEW WORK, PROVIDE ALL TRIMMING, CUTTING, SAWCUTTING, GRADING, LEVELING, SLOPING, 9. ALL BURIED POWER FOR STEP SYSTEMS SHALL BE INSTALLED WILL COATING, AND OTHER WORK, INCLUDING MATERIALS AS NECESSARY TO CAUSE THE INTERFACE WITH EXISTING CONTINUOUS TRACER TAPE INSTALLED 12" ABOVE THE BURIED POWER. WORKS TO BE PROPER, WITHOUT CONFLICT, ACCEPTABLE TO THE ENGINEER, OWNER, AND THE JURISDICTION, THE MARKER SHALL BE PLASTIC NON- BIODEGRADABLE, METAL CORE COMPLETE IN PLACE, AND READY TO BE USED FOR ITS INTENDED PURPOSES. BACKING MARKED POWER.' TAPE SHALL BE FURNISHED BY CONTRACTOR. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING IN AREAS OF HIGH GROUND WATER. 10, BEDDING OF THE SEWER MAIN AND COMPACTION OF THE BACKFILL MATERIAL SHALL BE REQUIRED IN ACCORDANCE WITH THE ABOVE MENTIONED SPECIFICATION (SEE NOTE 7). GENERAL NOTES SEEDING. 11. TEMPORARY STREET PATCHING SHALL BE ALLOWED FOR AS APPROVED BY ET THE CITY ENGINEER. TEMPORARY STREET PATCHING SHALL BE PROVIDED 1, SEED MIXTURE SHALL BE PER TABLE 9.4 AND SHALL BE APPLIED AT THE RATE OF 120 LBS PER ACRE. BY PLACEMENT AND COMPACTION OF INCH MINIMUM ASPHALT CONCRETE COLD MIX. CONTRACTOR SHALL BE RESPONSIBLE FOR 2. SEED BEDS PLANTED BETWEEN MAY 1 AND OCTOBER 31 WILL REQUIRE IRRIGATION AND OTHER MAINTENANCE AS MAINTENANCE AS REQUIRED. NECESSARY TO FOSTER AND PROTECT THE ROOT STRUCTURE 12. EROSION CONTROL MEASURES SHALL BE TAKEN BY THE CONTRACTOR 3. FOR SEED BEDS PLANTED BETWEEN OCTOBER 31 AND APRIL 30, ARMORING OF THE SEED BED WILL BE DURING CONSTRUCTION TO PREVENT INFILTRATION OF EXISTING AND NECESSARY,, E.G., GEOTEXTILES, JUTE MATTING, CLEAR PLASTIC COVERING. PROPOSED STORM DRAINAGE FACILITIES AND ROADWAYS. 4. BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACES, 13, PROVIDE TRAFFIC CONTROL PLAN(S) IN ACCORDANCE WITH THE MANUAL ON INTERCEPTOR DIKES, SWALES, LEVEL SPREADERS, AND SEDIMENT BASINS. UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS REQUIRED. 5. THE SEED BED SHALL BE FIRM WITH A FAIRLY FINE SURFACE, FOLLOWING SURFACE ROUGHENING PERFORM ALL 14. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF CULTURAL OPERATIONS ACROSS OR AT RIGHT ANGLES TO THE SLOPE. THESE APPROVED PLANS ON THE CONSTRUCTION SITE AT ALL TIMES. 6. FERTILIZERS ARE TO BE USED ACCORDING TO SUPPLIER'S RECOMMENDATIONS. AMOUNTS USED SHOULD BE 15. ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED MINIMIZED, ESPECIALLY ADJACENT TO WATER BODIES AND WETLANDS. BY THE CITY OF YELM. 16. ALL STEP MAINS SHALL BE HYDROSTATICALLY TESTED IN CONFORMANCE WITH THE ABOVE- REFERENCED SPECIFICATION FOR TESTING WATER MAINS. GENERAL NOTES STOCKPILED SOILS (SEE NOTE 1). IN ADDITION, ALL STEP MAINS SHALL BE PIGGED /CLEANED IN THE PRESENCE OF THE CITY INSPECTOR PRIOR TO PLACING STEP MAIN 1. STOCKPILES SHALL BE STABILIZED WITH PLASTIC COVERING OR OTHER APPROVED DEVICE DAILY BETWEEN ( ) IN SERVICE. NOVEMBER i AND MARCH 31 AND WHEN REQUESTED BY THE ENGINEER. 17 PRIOR i0 ALL MAINS AND APPURTENANCES SHALL BE INSPECTED 2. IN ANY ANY SEASON, SEDIMENT LEACHING FROM STOCKPILES MUST BE POSITIVELY PREVENTED. BY THE CITY OF YELM. APPROVAL SHALL NOT RELIEVE THE AND APPROOVED VED Y ANY CONTRACTOR FOR CORRECTION ANY DEFICIENCIES AND FAILURES AS 3. TOPSOIL SHALL NOT BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION, WHEN THE SUBGRAOE IS EXCESSIVELY DETERMINED SUBSEQUENT TESS AND INSPECTIONS. IT T S SHALL BE WET, OR WHEN CONDITIONS EXIST THAT MAY OTHERWISE BE DETRIMENTAL TO PROPER GRADING OR PROPOSED T THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY OF YELM FOR THE SODDING OR SEEDING. REQUIRED INSPECTIONS. 4. PREVIOUSLY ESTABLISHED GRADES ON THE AREAS TO BE TOPSOILED SHALL BE MAINTAINED ACCORDING TO THE 18. PUMP CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REMOTE APPROVAL PLAN. POST, UNLESS OTHERWISE AUTHORIZED BY THE CITY OF YELM. 19. IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR THE TABLE 9.4 SEED MIXTURE FOR EROSION CONTROL CITY SHOULD REQUIRE A SEPARATE "ON -OFF" SWITCH CONTROLLING POWER SEED MIXTURE FOR EROSION CONTROL TO THE PUMP CONTROL PANEL, SAID SWITCH SHALL HAVE A LOCKING COVER MODEL #5031 -0 RAYNTITE SINGLE GANG WEATHERPROOF COVER PROPORTIONS PERCENT PERCENT 1.406" DIAMETER. NAME BY WEIGHT PURITY GERMINATION 20, INSPECTIONS FOR ONSITE STEP INSTALLATIONS ARE REQUIRED. A 48 REDTOP (ARGROSTIS ALBA) 10 PERCENT 92 90 HOUR NOTICE TO THE SEWER DEPARTMENT IS REQUIRED PRIOR TO THE INSPECTION. ANNUAL RYE (LOLIUM 40 PERCENT 98 90 MULTIFLORUM) ITEMS NEEDING INSPECTIONS ARE CHEWINGS FESCUE 40 PERCENT 97 80 A) TANK INSTALLATION, IE; BEDDING AND LOCATION (FESTUCA RUBA COMMUTATA) B) TANK INFILTRATION, EXFILTRATION TEST (JAMESTOWN, BANNER, SHADOW, C) S.S. PRESSURE TEST OR KOKET) D) SERVICE LINE PRESSURE TEST E) FINAL INSPECTION 21. ALL LUMBER (PLYWOOD, ETC.) USED TO MOUNT EITHER PUMP CONTROL GENERAL NOTES STREET CONSTRUCTION PANEL OR POWER METER MUST BE PRESSURE TREATED. 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY OF YELM STANDARDS AND THE 2010 STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (WSDOTIAPWA). CATCH BASIN INSTALLATION NOTES' 1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN IN THE PRECAST BASE 2. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL IN ACCORDANCE WITH THE U.S. SECTION, FIBERS (PLACED ACCORDING THE STANDARD SPECIFICATIONS), OR WIRE DEPARTMENT OF TRANSPORTATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). PRIOR S USED MESH HAVE A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT SHALL TO DISRUPTION OF ANY TRAFFIC, TRAFFIC CONTROL PLANS WILL BE PREPARED AND SUBMITTED TO THE WITH THE MINIMUM REQUIRED REBAR SHOWN IN THE ALTERNATIVE PRECAST T BASE CITY FOR APPROVAL. NO WORK WILL COMMENCE UNTIL ALL APPROVED TRAFFIC CONTROL IS IN PLACE. SECTION. WIRE MESH SHALL NOT BE PLACED IN THE KNOCKOUTS. 3. WHERE NEW ASPHALT JOINS EXISTING, THE EXISTING ASPHALT WILL BE CUT TO A NEAT VERTICAL EDGE 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 20' ". KNOCKOUTS SHALL AND TACKED WITH ASPHALT EMULSION TYPE CSS -i IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. HAVE A WALL THIKCNESS OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5" THE NEW ASPHALT WILL BE FEATHERED BACK OVER EXISTING ASPHALT TO PROVIDE FOR A SEAL AT THE MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER SAW CUT LOCATION AND THE JOINT SEALED WITH GRADE AR -4000W PAVING ASPHALT. THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9 -04.3. 4. SUBGRADE INSPECTION BY THE CITY OF YELM IS REQUIRED BEFORE INSTALLING ASPHALT 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE 70 THE LOWEST PIPE INVERT SHALL 5. COMPACTION OF SUBGRADE, ROCK, AND ASPHALT WILL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS BE 5'. AND THESE PLANS. 4. THE FRAME AND GRATE MAY BE INSTALLED WITH THE FLANGE UP OR INTEGRALLY CAST INTO THE ADJUSTMENT SECTION WITH FLANGE UP. 5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF 1:24 OR STEEPER. 6, THE OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTION. 7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE BASIN HAS BEEN INSTALLED. APPROVED FOR CONSTRUCTION Civil. Municipal • Geotechnical • Land Surveying BY: DATE: Jerome W. Morrissette & Associates Inc., P.S. 1700 Cooper Pt. Road S.W. #13-2, Olympia, Wa. 98502 -1110 Ph 360.352.9456 Fx 360.352.9990 DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES: CALL BEFORE YOU DIG: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1- 800- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY CONSTRUCTION. Z Z > In Ja L .1 a Q c 3 Um to w � N • _E Z Mill T-) c S Z > O o° E u 0 O � u a c O °o Um to w � N • _E Z Mill T-) c S R J.L ti�� of W� 4� e ca tr 4 T SSIONAL Project: 2010 -16 Drawn: BID 01/19/13 ADD #1 01/29/13 Sheet: C1.3 Z O (V) V Z � W J w O Z U- J Q I ry 4' W W F- Z Z W r l..l 0 U N W N Z (-4 F O 0o Z F- Z J Q t O r .0 W Z O O Z O0 -, O �7 N O cL E :D a) W C/) >_ R J.L ti�� of W� 4� e ca tr 4 T SSIONAL Project: 2010 -16 Drawn: BID 01/19/13 ADD #1 01/29/13 Sheet: C1.3 FUTURE PROPERTY AQUISmON 8 if c f \ WETLANDS I &2 CATEGORY III vv V A 80 BUFFER XZ / A OVA A VAA �Oq A \ \ 150' RIPARIAN MANAGEMENT BUFFER ZONE _v v v33 y0v _ v v \ v AV� AAA V A.AAv'v�� s v�Y v � / v —x v ti v v EDGE OF ASPHALT � �v � �I I /t, v� '�� T, YELMC�REEK _ AREA OF NEW WORK — ..� v v. v v FUELINGSTATIONv �� v A VAS ��� v v vv v i v SEE STEP TANKS i x v A EDGE OF ASPHALT— cP ° i�LTo LTo 0 PARCEL NUMBER(S) 22719310100 22719310300 22719310301 22719310200 LEG OI T EXISTING LIGHT POLE REMOVE EXISTING ASPHALT PAVING AND PROVIDE NEW - SEE CIVIL SAWCUT LINE - SEE CIVIL FOR EXTENT OF ASPHALT REPLACEMENT CODES 2009 INTERNATIONAL BUILDING CODE W/ WASHINGTON STATE AMENDMENTS 2009 INTERNATIONAL MECHANICAL CODE .W' 2009 IN;iRWALCLbtAL PLUMBING CODE W/ WASHINGTON STATE AMENDMENTS BARRIER FREE - INTERNATIONAL CODE COUNCIL- ANSI STANDARD 117.1 OVERALL SITE 0 U M . 0 N Y U Rl II Q J W F- N J J w i INri � d m � P a Q E3 'o ° E O o � o �o �o M w H w 0 O Q C� Z J LLJ IL 1 W W A V) Z N Oo Q Z U w } Oo 00 iL E ::::) N V) >— 7925 1 REGISTERED ARCHITECT R YMO .MOW ST E OF WASHINGTON Project: 2010 -16 Drawn: JM. Sheet: A1.00 8 x E r; k r a I 1 /2" MTL. TYP. REFLECTED CEILING PLAN SCALE: 1/4'' = 1' -0" DECKING TYP. CLEARANCE _313'- 8''AFF — TOP OF STEEL I1' -S" AFF -- FINISHED GRADE 20, 000 GALLON FUEL TANK (OFOI) % 1 BOLLARDS, TYP. � A1.07 I— CONCRETE TANK FOUNDATION NORTH NORTH i 12 -F.----- -._. _.- .- .- .- ._.- . -. -. -. / 1 STEP TANK 1 \ CONTROL PANEL - _ -- 11P �_ -T — BOLLARD 1 _ 1 LF i Q / /u I _- - - - 3 _ i r CONCRETE TANK 20,000 GALLON TWO CELL FOUNDATION (10,000 REG, / 10,000 GALLON DIESEL( _ W/ SECONDARY CONTAINMENT &STAGE 1 CONCRETE TANK FOUNDATION EX. BOLLARDS _ - - - EDGE OF ASPHALT STAGE 2 VAPOR RECOVERY OFOI O VAPOR- V O _ _ - - -� kUTME BOLLARD A I A I EMERGENCY S OFF OFOI - - - - - - - - 1 RE -O VERY (OFOI) L STii(p T (o� r- / A ES o© (OF 'I) j /'/ �/ <•, o Oh 0 / u0 FADED PLAS B DI SEL H UEL PUMP (r O1),'- / i 99r TYP 2' -0° B eARDS,TYP/ Imo^,/ /° / j /_ - r- LI,Ps'RUwY or15K7Ar40 SEE , 7. / / / , /I, , (. .�,, / ,F' 07, / DR ; C N ST "C ' ', 11 6 A, ,��,,',TA ' ,WAT 6EP RATO/R'TH ,S, ANK R FSyR'U'C,TY j NE SPH OWfh E40' BIDS (400x80} L FOR SEWER &OIL WATER SEP ^BATOR WORK, TYP, ENLARGED ISLAND FUEL PLAN I 1 /2" MTL DECKING LEGEND NEW CONCRETE PAD - SEE CIVIL NEW ASPHALT- SEE CIVIL FOR EXTENT O 6'' DIA. STL. BOLLARD, SEE U.N.O. A1,07 10 LB. TYPE 2 A:20 -8:C ❑FX FIRE EXTINGUISHER (FX) BRACKET MOUNT a 4' -6" TOP OF FX OUTLINE (NIC) '.. NEW CONC. 1 ASPHALT SANITARY SEWER STRUCTURE -�/ -SEE CIVIL SE ECIVIL SEE CIVIL SIDE ELEVATION SCALE: 1/4" = 1' -0" I NORTH GENERAL NOTES _ SCALE: 1/4" = 1' -0° systems, that includes the tank in fuel dispensing systems, vapor recovery systems, L (OFOI) FUEL DISPENSING SYSTEM -The owner, by way of a vendor, shop supply for the contractor a complete fuel dispensing Y � piping, 9� p 9 Y - p ry vent protection, mounting devices, code required agnage, and all other components required for a fully compliant and operation system whether all components are specified / shown or not. 2. (CHOU TANK - Tank shall be an aggregate 20,000 gallon above ground tank provide 10,000 gallons of class II diesel and 16,000 gallons of class I vehicle fuel. Tanks shall have the following: Stage I and Stage II vapor recovery systems, and labeled UL 142 built and labeled STI -941 F built and labeled and meeting all 2009 IBC and INC requirements. integral secondary containment, mounting saddles. See specifications for additional information. Minimum UL 2085 (built �. ( ). ( ( g q 3. CONCRETE TANK FOUNDATION- Shall be engineered by a engineer licensed in the State of Washington and be full compliant of all current building codes. Foundation system shall also be per manufacturer's and steel tank institute requirements At minimum provide #5 at 14" on center top and bottom each way for the slab minimum. At the top and bottom mat, miaintain 2" and 3" clearance respectively. The slab shall hove a minimum concrete strength of to =4000 psi. Design the foundation for an allowable soil bearing pressure of 2000 psi and 0.35 sliding friction coefficient. 4. See civil for asphalt paving, concrete paving and sanitary sewer work. 5. See structural for canopy structure and foundation. 6. Coordinate with Owner on access and work on site. 7. (OFOU Card Reader- Install existing Peirovend 16800 Automated Fueling System. 8. All work not specifically noted as OFOI shall be provided by the contractor. 1 1/2" MTL. DECKING DIESEL FUEL PUMP (OFOI) CARD READER (OFOI) � UNLEADED FUEL PUMP (OFOI) SCALE: 1/4" = 1' -0" )d 0 nU U v :E a ® c 0 o 0 U y M U � W .N Z® = _) - AI Q ' er LJ a¢ )d 0 nU U v :E a ® c 0 o 0 U y M U � W .N Z® = _) - AI Q ' er 7925 f REGISTERED ARCHITECT ^'R YMOND C. MOW ST f OF WASHINGTON Project: 2010 -16 Drawn: JM. PERMIT 1/9/13 Sheet: A1.06 O Z ~ Q F— Z J J w W UZ ::::) LL 0 LU �I I-- U � Ili Z Q L W J LU U N C) Z Zp ON Z Q � Q J W U .0 W J W W CL 'N 7 Q O W Q O U Q a J J W W LL- C./) > 7925 f REGISTERED ARCHITECT ^'R YMOND C. MOW ST f OF WASHINGTON Project: 2010 -16 Drawn: JM. PERMIT 1/9/13 Sheet: A1.06 o I R I'�TT"EF/� T°OPgOA�ELNCE_ FINISHED GRADE I IZ0M0 GALLON FUEL TANK (OFOIJ I�1I I 4 ' 12 11 /4'MTL. DECKING 2 BRACE I �I II 1 a 24 GA. PRE - FINISHED FLASHING \2'-0' 57/8" ROOF- DTL.dwg 5" x 5" BO GUTTER 4' x 3 1/2" DOWNSPOUT EAVE- DTL.dwg 24 GA, PREFINISHED FLASHING ;NIC1 BOLLARDS TYP. NEW II.W STRUM BE SEWER STRURE CONC. ASPHALT SEE CIVIL SEE CIVIL SEE CIVIL TANK FOUNDATION SIDE ELEVATION SCALE: 1/4" = V -0" 3/8' 24 GA. PRE- FINISH MTL. ROOF HSS 6x6x3 /8 -PT ROOF DETAIL Scale: 3 "= 1' -O 20 GA. PRF- FINISHFn 1, EAVE DETAIL Scale: 1 1/2" = 1' -0" TYP, 24 GA. PREFINISHED FLASHING v� \lOo HEM RIDGE DETAIL Scale: 1 1/12" = 1' -0' 6 BOLLARD.dwg 6'0 TUBE STEEL POST PAINT YELLOW, TYP. 'TE FILL ISLAND ASPHALT PARKING LOT 18 "2 CONC. FOOTING iiiiiiiiiq R (-) l I A P F) F) PT A II Scale: F'= 1' -0" FUELING STATION ISLAND, BROOM FINISH �v L— — — _ - — _ HSS 6x6x3 /8 -PT ROOF DETAIL Scale: 3 "= 1' -O 20 GA. PRF- FINISHFn 1, EAVE DETAIL Scale: 1 1/2" = 1' -0" TYP, 24 GA. PREFINISHED FLASHING v� \lOo HEM RIDGE DETAIL Scale: 1 1/12" = 1' -0' 6 BOLLARD.dwg 6'0 TUBE STEEL POST PAINT YELLOW, TYP. 'TE FILL ISLAND ASPHALT PARKING LOT 18 "2 CONC. FOOTING iiiiiiiiiq R (-) l I A P F) F) PT A II Scale: F'= 1' -0" FUELING STATION ISLAND, BROOM FINISH - #4018 "LAP #4CONT. 1/2 "RADIUS ASPHALT OR OR CONCRETE SEE CIVIL a 3 I —PAINT FACE OF CURB YELLOW #4 ®24 #4 CONT. 1 0 I SLAND.dwg ISLAND DETAIL Scale:1 1/2 "= 1' -0" Cn J Q L W 1' 6' Z -_ O /��� H r METAL ROOF 12 Q A1.07 I 1 2 / ` V I q 6 w z �L A1.07 AI.07 O - HISS 5x5x3/8 MID BRACE w _I HISS 4x4x1/4 HISS 8x8x1 /2 OUTLINE OF FUEL PUMP 4 "x 3 1/2" D.S. B %L4 Ty, S�E. r. v! SPLASH PAN CL OF COLUMN & FOOTING EACH WAY $EE 7 � I ;\ ASPHALT PATCH "T-T-- BASE PLATE SEE STRUCT. \ - L' NON- SHRINK GROUT _ - CONCRETE FOOTING SEE STRUCT. NOTE: ENTIRE STEEL STRUCTURE TO BE PAINTED, TYP, SECTION 1.dwg SECTION O F— Q _Z I LLI Li- Lu LLl U V) ON ._ O z U W Oo 0 CL CL C/) 7e25 REGISTERED ARCHITECT _ v Cam_ —_ RA MOND C.MOW STA oFWnsHwcioN Project: 2010 -16 Drawn: JM. Sheet: A1.07 �v ^Z/ Li J a Lu a Q E � > > o O DE u E ' n v c 0 °o 0 U `M ° Z Ow Lu - #4018 "LAP #4CONT. 1/2 "RADIUS ASPHALT OR OR CONCRETE SEE CIVIL a 3 I —PAINT FACE OF CURB YELLOW #4 ®24 #4 CONT. 1 0 I SLAND.dwg ISLAND DETAIL Scale:1 1/2 "= 1' -0" Cn J Q L W 1' 6' Z -_ O /��� H r METAL ROOF 12 Q A1.07 I 1 2 / ` V I q 6 w z �L A1.07 AI.07 O - HISS 5x5x3/8 MID BRACE w _I HISS 4x4x1/4 HISS 8x8x1 /2 OUTLINE OF FUEL PUMP 4 "x 3 1/2" D.S. B %L4 Ty, S�E. r. v! SPLASH PAN CL OF COLUMN & FOOTING EACH WAY $EE 7 � I ;\ ASPHALT PATCH "T-T-- BASE PLATE SEE STRUCT. \ - L' NON- SHRINK GROUT _ - CONCRETE FOOTING SEE STRUCT. NOTE: ENTIRE STEEL STRUCTURE TO BE PAINTED, TYP, SECTION 1.dwg SECTION O F— Q _Z I LLI Li- Lu LLl U V) ON ._ O z U W Oo 0 CL CL C/) 7e25 REGISTERED ARCHITECT _ v Cam_ —_ RA MOND C.MOW STA oFWnsHwcioN Project: 2010 -16 Drawn: JM. Sheet: A1.07 R 0 N m 0 z d 0 U 0 GENERAL NOTES THESE GENERAL NOTES ARE TO BE USED AS A SUPPLEMENT TO THE SPECIFICATIONS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE SPECIFICATIONS, THESE GENERAL NOTE=S AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK. THE GENERAL CONTRACTOR SHALL VERIFY AND COORDINATE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDIN(; WITH ANY WORK OR FABRICATION. THE STRUCTURE HAS BEEN DESIGNED TO RESIST CODE REQUIRED VERTICAL AND LATERAL FORCES AFTER THE CONSTRUCTION OF ALL STRUCTURAL ELEMENTS HAS BEEN COMPLETED. STABILITY OF THE STRUCTURE PRIOR TO COMPLETION IS THE SOLE RESPONSIOILITY OF THE GENERAL CONTRACTOR. THIS RESPONSIBILITY INCLUDES BUT IS NOT LIMITED TO JOB SITE SAFETY; ERECTION MEANS, METHODS, AND SEQUENCES; TEMPORARY SHORING, FORMWORK, BRACINC,; USE OF EQUIPMENT AND CONSTRUCTION PROCEDURES. PROVIDE ADEQUATE RESISTANCE TO LOADS ON THE STRUCTURES DURING CONSTRUCTION PER SEI /ASCE STANDARD NO. 37 -02 "DESIGN LOAD; ON STRUCTURES DURING CONSTRUCTION." CONSTRUCTION OBSERVATION BY THE STRUCTURAL ENGINEER IS FOR GENERAL CONFORMANCE WITH DESIGN ASPECTS ONLY AND IS NOT INTENDED IN ANY WAY TO REVIEW THE CONTRACTOR'$ CONSTRUCTION PROCEDURES. STANDARDS ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2009 INTERNATIONAL BUILDING CODE (IBC) AS AMENDED AND ADOPTED BY THE LOCAL BUILDING OFFICIAL OR APPLICABLE JURISDICTION. CONTRACT DRAWINGS/ DIMENSIONS ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. CONSULTANT DRAWINGS BY OTHER DISCIPLINES ARE SUPPLEMENTARY TO ARCHITECTURAL DRAWINGS. REPORT DIMENSIONAL OMISSIONS OR DISCREPANCIES BETWEEN ARCHITECTURAL DRAWINGS AND STRUCTURAL, MECHANICAL, ELECTRICAL OR CIVIL DRAWINGS TO ARCHITECT PRIOR TO PROCEEDING WITH WORK. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS,, PRIMARY STRUCTURAL ELEMENTS ARE DIMENSIONED ON STRUCTURAL PLANS AND DETAILS AND OVERALL LAYOUT OF STRUCTURAL PORTION OF WORK. SOME SECONDARY ELEMENTS ARE NOT DIMENSIONED SUCH AS, WALL CONFIGURATIONS. INCLUDING EXACT DOOR AND WINDOW LOCATIONS, ALCOVES, SLAB SLOPES AND DEPRESSIONS, CURBS, ETC. VERTICAL DIMENSIONAL CONTROL IS DEFINED BY ARCHITECTURAL WALL SECTIONS AND BUILDING SECTIONS. STRUCTURAL, DETAILS SHOW DIMENSIONAL RELATIONSHIPS TO CONTROL DIMENSIONS DEFINED BY ARCHITECTURAL DRAWINGS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL INFC)RMATION CONTAINED IN RM ARCHITECTURAL AND STRUCTURAL DRAWINGS. DESIGN CRITERIA AREA DESIGN DEAD LIVE LOAD AGGREGATE LOAD DESIGN f'c (PSI) CANOPY 15 PSF 25 PSF LATERAL FORCES LATERAL FORCES ARE TRANSMITTED BY DIAPHRAGM ACTION OF ROOF TO MOMENT FRAME, LOADS ARE THEN TRANSFERRED TO FOUNDATION BY MOMENT FRAME ACTION WHERE ULTIMATE DISPLACEMENT IS RESISTED BY PASSIVE PRESSURE OF EARTH AND /OR SLIDING FRICTION. OVERTURNING IS RESISTED BY DEAD LOAD OF THE STRUCTURE. M2119 THE BUILDING MEETS THE CRITERIA TO USE THE "METHOD 1 - SIMPLIFIED PROCEDURE" PIER ASCE 7 -05. - EXPOSURE CATEGORY = B - BASIC WIND SPEED, Vas = 85 MPH - WIND IMPORTANCE FACTOR, Iw = 1.0 - OCCUPANCY BUILDING CATEGORY PER TABLE 1 -1 = II - INTERNAL PRESSURE COEFFICIENT (ENCLOSED) = + 0.18 SEISMIC: (ASCE 7 -05) V = CsW WHERE CS = SDS WITH AGGREGATE MINIMUM DEVELOPMENT LENGTHS ( "Ld') - -__- -----LENGTH DESIGN f'c (PSI) TOP BARS (1) ( e) ITEM Cs MINIMUM = 0.01 OR Cs MINIMUM 0551 _ - 0-5S' FOR S1 > 0.6g AASHTO FOUNDATIONS - UNO 4000 0.45 57 OR 67 e 4000 0.50 SD1 Cs MAXIMUM = T(Ie) FOR T S TL 1 0„ _ 06 - 4' -0" OR 3' -1" SD1TL Cs MAXIMUM = T2( R FORT > TL SEISMIC IMPORTANCE FACTOR, Ie = 1.0 OCCUPANCY BUILDING CATEGORY PER TABLE 1 -1 = II SPECTRAL RESPONSE ACCELERATIONS Ss = 1.14 S1 = 0.4 SITE CLASS PER TABLE 20.3 -1 = D DESIGN SPECTRAL RESPONSE ACCELERATIONS SDS = 0.79 & SD1 = 0.426 SEISMIC DESIGN CATEGORY = D ANALYSIS PROCEDURE USED = EQUIVALENT LATERAL FORCE PROCEDURE RESPONSE MODIFICATION FACTOR PER TABLE 12.2 -1, R = 1.25 Cs (ULTIMATE) = 0.635; RHO = 1.3 DESIGN BASE SHEAR (ULTIMATE) V = 3.3 KIPS PIPES, DUCTS AND MECHANICAL EQUIPMENT SUPPORTED OR BRACED FROM STRUCTURE. CONFORM TO SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. PUBLICATION "SEISMIC RESTRAINT MANUAL: GUIDELINES FOR MECHANICAL SYSTEMS ". SPRINKLER LINE ATTACHMENTS SHALL CONFORM TO NFPA PAMPHLET 13. FOUNDATION DESIGN CRITERIA: SOIL BEARING PRESSURE: 1500 PSF (ASSUMED)* ACTIVE PRESSURE - RESTRAINED: 50 PCF +14H SEISMIC SURCHARGE (ASSUMED) ACTIVE PRESSURE - UNRESTRAINED: 35 PCF +6H SEISMIC SURCHARGE (ASSUMED) PASSIVE RESISTANCE: 200 PCF (INCLUDES F.O.S. > 1.5) (ASSUMED) COEFFICIENT OF FRICTION: .35 (INCLUDES F.O.S. ? 1.5) (ASSUMED) *1/3 INCREASE ALLOWED FOR SEISMIC OR WIND LOADING PASSING U.S. NO. 200 SIEVE WITH A MAXIMUM DUST RATIO = 2/3 MAX. % PASSING U.S. NO. 40 SIEVE ALL FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH OR "STRUCTURAL BACKFILL ". NATIVE EARTH BEARING SHALL BE SURFACE COMPACTED. AREAS OVER- EXCAVATED SHALL BE BACKFILLED WITH LEAN CONCRETE (F'c =2000 PSI) OR "STRUCTURAL BACKFILL ". AREAS DESIGNATED "STRUCTURAL BACKFILL" SHALL BE FILLED WITH APPROVED WELL- GRADED BANKRUN MATERIAL. MAXIMUM SIZE OF ROCK 4 ". FROZEN SOIL, ORGANIC MATERIAL AND DELETERIOUS MATTER NOT ALLOWED. COMPACT TO AT LEAST 95% OF ITS MAXIMUM DENSITY AS DETERMINED BY ASTM D1557. CONTRACTOR SHALL EXERCISE EXTREME CARE DURING EXCAVATION TO AVOID DAMAGE TO BURIED LINES, TANKS, AND OTHER CONCEALED ITEMS. UPON DISCOVERY, DO NOT PROCEED WITH WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS FROM ARCHITECT, A COMPETENT REPRESENTATIVE OF THE OWNER SHALL INSPECT ALL FOOTING EXCAVATIONS FOR SUITABILITY OF BEARING SURFACES PRIOR TO PLACEMENT OF REINFORCING STEEL. PROVIDE DRAINAGE AND DEWATERING AROUND ALL WORK TO AVOID WATER - SOFTENED FOOTINGS. CONCRETE CAST -IN -PLACE CONCRETE MIX DESIGNS: THE CONTRACTOR SHALL DESIGN CONCRETE MIXES THAT MEET OR EXCEED THE REQUIREMENTS OF THE CONCRETE MIX TABLE. THE MIX DESIGNS SHALL FACILITATE ANTICIPATED PLACEMENT METHODS, WEATHER, REBAR CONGESTION, ARCHITECTURAL FINISHES, CONSTRUCTION SEQUENCING, STRUCTURAL DETAILS, AND ALL OTHER FACTORS REQUIRED TO PROVIDE A STRUCTURALLY SOUND, AESTHETICALLY ACCEPTABLE FINISHED PRODUCT. WATER REDUCING ADMIXTURES WILL LIKELY BE REQUIRED TO MEET THESE REQUIREMENTS. CONCRETE MIX DESIGNS SHALL CLEARLY INDICATE THE TARGET SLUMP. SLUMP TOLERANCE SHALL BE t 1 -112 INCHES. AGGREGATE: COARSE AND FINE AGGREGATE SHALL CONFORM TO ASTM C33 CEMENT: CEMENT SHALL CONFORM TO ASTM C150, TYPE II PORTLAND CEMENT, UNLESS NOTED OTHERWISE. FLYASH: SHALL CONFORM TO ASTM C618 CLASS C OR F, MAXIMUM LOSS OF IGNITION SHALL BE 1.0 %. ALTERNATE MIX DESIGNS: VARIATIONS TO THE MIX DESIGN PROPORTIONS MAY BE ACCEPTED IF SUBSTANTIATED IN ACCORDANCE WITH ACI 318, CHAPTER 5. PROVIDE SUBMITTALS A MINIMUM OF TWO WEEKS PRIOR TO BID FOR DETERMINATION OF ACCEPTABILITY. ADMIXTURES: ADMIXTURES SHALL BE BY MASTER BUILDERS, W.R. GRACE, OR PRE - APPROVED EQUAL. ALL MANUFACTURERS RECOMMENDATIONS SHALL BE FOLLOWED. WATER: SHALL BE CLEAN AND POTABLE. MAXIMUM CHLORIDE CONTENT: THE MAXIMUM WATER SOLUBLE CHLORIDE CONTENT SHALL NOT EXCEED 0.15% BY WEIGHT OF CEMENTITIOUS MATERIAL UNLESS NOTED OTHERWISE. CONCRETE EXPOSED TO WEATHER: PROVIDE 5.0% TOTAL AIR CONTENT FOR ALL CONCRETE EXPOSED TO WEATHER. TOTAL AIR CONTENT IS THE SUM OF ENTRAINED AIR PROVIDED BY ADMIXTURES AND NATURALLY OCCURRING ENTRAPPED AIR. AIR CONTENT SHALL BE TESTED PRIOR TO BEING PLACED IN THE PUMP HOPPER OR BUCKET; IT IS NOT REQUIRED TO BE TESTED AT THE DISCHARGE END OF THE PUMP HOSE. THE TOLERANCE ON ENTRAPPED AIR SHALL BE +2.0% AND -1.5% WITH THE AVERAGE OF ALL TESTS NOT LESS THAN THE SPECIFIED AMOUNT. TOTAL CEMENTITOUS MATERIAL: THE SUM OF ALL CEMENT PLUS FLYASH. AT THE CONTRACTORS OPTION FLYASH MAY BE SUBSTITUTED FOR CEMENT BUT SHALL NOT EXCEED 25% BY WEIGHT OF TOTAL CEMENTITIOUS MATERIAL. IN NO CASE SHALL THE AMOUNT OF FLYASH OR SLAG BE LESS THAN REQUIRED BY THE CONCRETE MIX DESIGN TABLE. FOOTING MIXES SHALL CONTAIN NOT LESS THAN 5 SACKS OF CEMENTITOUS MATERIAL PER CUBIC YARD, ALL OTHER MIXES SHALL CONTAIN NOT LESS THAN 5 -1/2 SACKS OF CEMENTITOUS MATERIAL PER CUBIC YARD, UNLESS NOTED OTHERWISE. CONCRETE PLACEMENT PLACE CONCRETE FOLLOWING ALL APPLICABLE ACI RECOMMENDATIONS. CONCRETE SHALL BE PROPERLY CONSOLIDATED PER ACI 309 USING INTERIOR MECHANICAL VIBRATORS, DO NOT OVER- VIBRATE. CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS. IF CONCRETE IS PLACED BY THE PUMP METHOD, HORSES SHALL BE PROVIDED TO SUPPORT THE HOSE, THE HOSE SHALL NOT BE ALLOWED TO RIDE ON THE REINFORCING. WEATHER FORECASTS SHALL BE MONITORED AND ACI RECOMMENDATIONS FOR HOT AND COLD WEATHER CONCRETING SHALL BE FOLLOWED AS REQUIRED. CONCRETE SHAWL NOT FREE FALL MORE THAN 5 FEET DURING PLACEMENT WITHOUT WRITTEN APPROVAL OF STRUCTURAL ENGINEER. GROUT NON- SHRINK GROUT: MASTER BUILDERS "MASTERFLOW 555" OR PRE - APPROVED EQUAL. GROUT SHALL CONFORM TO CRD -C621 AND ASTM C1107 GRADE B WHEN TESTED AT A FLUID CONSISTENCY PER CRD- C611 -85 FOR 30 MINUTES. GROUT MAY BE PLACED FROM A 25 SECOND FLOW TO A STIFF PACKING CONSISTENCY. FILL OR PACK ENTIRE SPACE UNDER PLATES OR SHAPES. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR PREPARATION, INSTALLATION, AND CURING. REINFORCING STEEL REINFORCING STEEL SHALL CONFORM TO: ASTM A615, GRADE 60 TYPICAL UNLESS NOTED OTHERWISE. DETAIL FABRICATE AND PLACE PER ACI 315 AND ACI 318. REINFORCING SPLICE AND DEVELOPMENT LENGTH SCHEDULE. Fy 60 KSI iUNLESS NOTED OTHERWISE) SHALL BE RESPONSIBLE MAX AGGREGATE MINIMUM DEVELOPMENT LENGTHS ( "Ld') - -__- -----LENGTH DESIGN f'c (PSI) TOP BARS (1) GRAASDIMG ITEM (AT 28 DAYS U.N.O.) / WELD EXTENSION -- ROUGHNESS VALUES AND ATE AASHTO FOUNDATIONS - UNO 4000 0.45 57 OR 67 ALL OTHER CONCRETE 4000 0.50 57 OR 67 CONCRETE PLACEMENT PLACE CONCRETE FOLLOWING ALL APPLICABLE ACI RECOMMENDATIONS. CONCRETE SHALL BE PROPERLY CONSOLIDATED PER ACI 309 USING INTERIOR MECHANICAL VIBRATORS, DO NOT OVER- VIBRATE. CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS. IF CONCRETE IS PLACED BY THE PUMP METHOD, HORSES SHALL BE PROVIDED TO SUPPORT THE HOSE, THE HOSE SHALL NOT BE ALLOWED TO RIDE ON THE REINFORCING. WEATHER FORECASTS SHALL BE MONITORED AND ACI RECOMMENDATIONS FOR HOT AND COLD WEATHER CONCRETING SHALL BE FOLLOWED AS REQUIRED. CONCRETE SHAWL NOT FREE FALL MORE THAN 5 FEET DURING PLACEMENT WITHOUT WRITTEN APPROVAL OF STRUCTURAL ENGINEER. GROUT NON- SHRINK GROUT: MASTER BUILDERS "MASTERFLOW 555" OR PRE - APPROVED EQUAL. GROUT SHALL CONFORM TO CRD -C621 AND ASTM C1107 GRADE B WHEN TESTED AT A FLUID CONSISTENCY PER CRD- C611 -85 FOR 30 MINUTES. GROUT MAY BE PLACED FROM A 25 SECOND FLOW TO A STIFF PACKING CONSISTENCY. FILL OR PACK ENTIRE SPACE UNDER PLATES OR SHAPES. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR PREPARATION, INSTALLATION, AND CURING. REINFORCING STEEL REINFORCING STEEL SHALL CONFORM TO: ASTM A615, GRADE 60 TYPICAL UNLESS NOTED OTHERWISE. DETAIL FABRICATE AND PLACE PER ACI 315 AND ACI 318. REINFORCING SPLICE AND DEVELOPMENT LENGTH SCHEDULE. Fy 60 KSI iUNLESS NOTED OTHERWISE) SHALL BE RESPONSIBLE FBAR MINIMUM LAP SPLICE LE=NGTHS ( "Ls ") _ MINIMUM DEVELOPMENT LENGTHS ( "Ld') - -__- -----LENGTH 'MINIMUM EMBEDMENT FOR STANDARD END HOOKS ( "Ldh ") TOP BARS (1) OTHER BARS TOP BARS (1) OTHER BARS GROOVE ANGLES, BACKING BARS. WELD EXTENSION -- ROUGHNESS VALUES AND TAPERS OF UNEQUAL PARTS. THE CONTRACTOR SHALL BE RESPONSIBLE _ REQUIREMENTS. - t2 N #5 S -4" 2' -7" 2' -7" _.__ 2, -0„ 1 0„ _ 06 - 4' -0" 3' -1" 3' -1" 2 -4„ 0 SPLICE TABLE NOTE: 1. "TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12" DEPTH OF CONCRETE CAST BELOW THEM. REINFORCING STEEL COVER PROVIDE CONCRETE COVER OVER REINFORCEMENT AS FOLLOWS, UNLESS NOTED OTHERWISE. CONCRETE CAST AGAINST EARTH ------ - - - - -- 3" EXPOSED TO WEATHER OR EARTH - - - - -- 2" WALLS AND SLABS NOT FXP05ED TO WEATHER - - - -- 3/4" STRUCTURAL STEEL DETAILING. FABRICATION AND ERECTION ALL WORKMANSHIP SHALL CONFORM TO THE AISC MANUAL OF STEEL CONSTRUCTION, 13TH EDITION, THE AISC SPECIFICATION FOR 'STRUCTURAL STEEL BUILDINGS MARCH 9, 2005, THE AISC CODE OF STANDARD PRACTICE, MARCH 13, 2005 AND THE AISC SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS, MARCH 9, 2005 INCLUDING SUPPLEMENT NO. 1, NOVEMBER 16, 2005. STEEL MEMBERS ARE EQUALLY SPACED BETWEEN COLUMNS AND /OR DIMENSION POINTS UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERECTION AIDS AND JOINT PREPARATIONS THAT INCLUDE BUT ARE NOT LIMITED TO, ERECTION ANGLES, LIFT HOLES, AND OTHER AIDES, WELDING PROCEDURES, REQUIRED ROOT OPENINGS, ROOT FACE DIMENSIONS, GROOVE ANGLES, BACKING BARS. WELD EXTENSION TABS, COPES, SURFACE ROUGHNESS VALUES AND TAPERS OF UNEQUAL PARTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLIANCE WITH ALL CURRENT OSHA REQUIREMENTS. - t2 N HOLES, COPES OR OTHER CUTS OR MODIFICATIONS OF THE STRUCTURAL STEEL MEMBERS SHALL NOT BE MADE IN THE FIELD WITHOUT WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER, MATERIAL PROPERTIES SHAPES AND PLATES: ASTM A36 (Fy = 36 KSI) TYP. U.N.O.; ASTM A572 (Fy = 50 KSI) WHERE INDICATED HOLLOW STRUCTURAL SECTIONS: RECTANGULAR & SQUARE - ASTM A500 GRADE B (Fy = 46 KSI) MACHINE BOLTS (M.B ): ASTM A307, GRADE A ANCHOR BOLTS-(A.B.. ASTM F1554, GRADE 36, CLASS 2A WELDING STRUCTURAL STEEL: WELD IN ACCORDANCE WITH "STRUCTURAL WELDING CODE" AWS D1.1. CERTIFICATION: ALL WELDING SHALL BE PERFORMED BY WABO /AWS CERTIFIED WELDERS, WELDERS SHALL BE PREQUALIFIED FOR EACH POSITION AND WELD TYPE WHICH THE WELDER WILL BE PERFORMING. WELD TABS (ALSO KNOWN AS WELD "EXTENSION" TABS OR "RUN OFF" TABS) SHALL BE USED. AFTER THE WELD HAS BEEN COMPLETED THE WELD TABS SHALL BE REMOVED AND THE WELD END GROUND TO A SMOOTH CONTOUR. WELD "DAMS" OR "END DAMS" SHALL NOT BE USED. THE PROCESS CONSUMABLES FOR ALL WELD FILLER METAL INCLUDING TACK WELDS, ROOT PASS AND SUBSEQUENT PASSES DEPOSITED IN A JOINT SHALL BE COMPATIBLE. ALL WELD FILLER METAL AND WELD PROCESS SHALL PROVIDE THE TENSILE STRENGTH CHARPY V -NOTCH RATINGS AS FOLLOVVS: GRAVITY FRAME WED TYPE FILLER METAL TENSILE STRENGTH CHARPY V -NOTCH (CVN) RATING FILLET 70 KSI - - - -- WELDED CONNECTIONS INSPECTION: 1. ALL WELDING SHALL BE CHECKED BY VISUAL MEANS AND BY OTHER METHODS DEEMED NECESSARY BY THE WELDING INSPECTOR. THE STANDARDS OF ACCEPTANCE FOR WELDS TESTED BY ULTRASONIC METHODS SHALL CONFORM TO AWS D1.1. A'_L WELDS FOUND TO BE DEFECTIVE SHALL BE REPAIRED AND REINSPECTED BY THE SAME METHODS ORIGINALLY USED, AND THIS REPAIR AND REINSPECTION SHALL BE PAID FOR BY THE CONTRACTOR. Em pm Structural Solutions 811 First Avenue, Suite 620 Seattle, Washington 96104 tel: 206.2925076 1250 Pacific Avenue, Suite 701 Tacoma, Washington 98402 tel: 253.383.2797 Project: 2010 -16 Drawn: MCS Sheet: S1,01 r� Z w O 0E 0 Q DE U a U f$ 0 U - t2 N r C w2 O N 0 Z w M 0 " N U5 U 0 Z i w J Project: 2010 -16 Drawn: MCS Sheet: S1,01 r� Z O Q U D O w U5 0 Z 0 J m O w N Q S w LU w Z w 04 U p N Z Z cn O.v } LU Q O Q:�o Z ILLJ CI_ O J O O Qf � U w O "' Z :1 E w Q.- Project: 2010 -16 Drawn: MCS Sheet: S1,01 GENERAL REQUIREMENTS EPDXY GROUTED ANCHORS: "ALL- THREAD" - ASTM A36 (FY = 36 KSI) FINISH: STRUCTURAL STEEL SHALL BE PRIMER PAINTED, UNLESS NOTED OTHERWISE, AND SHALL BE CLEAN OF LOOSE RUST, LOOSE MILL SCALE, OIL, GREASE AND OTHER FOREIGN SUBSTANCES AND SHALL MEET THE REQUIREMENTS OF SSPC -SP1. WHERE STRUCTURAL STEEL IS NOTED TO BE PAINTED, ALL AREAS COMPRISING THE FAYING SURFACES OF BOLTED CONNECTIONS MADE WIITH SLIP - CRITICAL TYPE BOLTS (A325SC OR A490SC) SHALL COMPLY WITH THE REQUIREMENTS OF THE RCSC SPECIFICATION. WHERE STRUCTURAL STEEL IS NOTED TO BE GALVANIZED, IT SHALL BE- HOT-DIP GALVANIZED IN ACCORDANCE WITH ASTM A123, A384, AND A385. ALL SURFACES WITHIN TWO INCHES OF ANY FIELD WELD LOCATION SHALL BE FREE OF MATERIALS THAT WOULD PREVENT PROPER WELDING OR PRODUCE OBJECTIONABLE FUMES. FIELD TOUCH -UP OF PRIMED, PAINTED, AND GALVANIZED SURFACES SHALL BE PERFORMED TO REPAIR COATING ABRASIONS, AS WELL AS TO PROTECT ALL AREAS AT CONNECTIONS. METAL ROOF DECK: SHALL CONTAIN THE MINIMUM PROPERTIES SHOWN ON THE STRUCTURAL DRAWINGS AND SHALL BE MANUFACTURED BY VERCO MANUFACTURING CO., ASC STEEL DECKK, EPIC METALS, OR PRE - APPROVED EQUAL. THE ROOF DECK SHALL BE FORMED FROM STEEL SHEETS CONFORMING TO ASTM A611 OR A653, AND SHALL BE GALVANIZED PER ASTM A924. THE ROOF DECK SHALL BE PLACED ON THE SUPPORTING FRAMEWORK WITH A MINIMUM END LAP OF TWO INCHES. SUBMIT SHOP DRAWINGS SHOWING LAYOUT AND FASTENING PATTERN. ALL ACCESSORIES SHALL BE PROVIDED TO COMPLETE THE ERECTION OF THE STEEL DECK. MISCELLANEOUS: PRE - APPROVED SUBSTITUTIONS SUBSTITUTIONS MAY BE ALLOWED ONLY IF THEY MEET THE REQUIREMENTS OF THESE GENERAL NOTES AND THE SPECIFICATIONS, AND IF COMPLETE WRITTEN ENGINEERING DATA FOR EACH CONDITION REQUIRED FOR THIS PROJECT IS PROVIDED TO THE STRUCTURAL ENGINEER TWO WEEKS PRIgR TO BID DATE AND APPROVED IN WRITTEN ADDENDA BY THE ARCHITECT. DATA IS TO INDICATE CODE- BASIS BY YEAR, AUTHORITY FOR STRESSES AND STRESS INCREASES, IF ANY, AND AMOUNT OF EXPECTED DEFLECTION FOR FLEXURAL MEMBERS UNDER (1) TOTAL LOAD AND (2) LIVE LOAD ONLY. ALL INCREASED COSTS IN MECHANICAL, SPRINKLER, ELECTRICAL OR GENERAL INSTALLATION AND ANY ARCHITECTURAL OR STRUCTURAL REDESIGN RESULTING FROM SUBSTITUTION SHALL BE BORNE BY THE GENERAL CONTRACTOR. SHOP DRAWINGS /SUBMITTALS THE FOLLOWING SHOP DRAWINGS /SUBMITTALS SHALL BE PROVIDED FOR REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER PRIOR TO FABRICATION OR DELIVERY. STRUCTURAL ENGR. BLDG. DEPT 1. CONCRETE MIX DESIGNS X X 2. REINFORCING STEEL SHOP DRAWINGS X REFERENCES 3. METAL DECK X X 4. STRUCTURAL STEEL X X 5. CONTRACTOR'S STATEMENT OF RESPONSIBILITY X X SPECIAL INSPECTION: SPECIAL INSPECTION SHALL BE PROVIDED BY AN INDEPENDENT TESTING LABORATORY PER THE REQUIREMENTS OF IBC CHAPTER 17 AND THE LOCAL BUILDING OFFIICIAL OR APPLICABLE JURISDICTION AND THE CONTRACT DOCUMENTS. THE SPECIAL INSPECTOR SHALL SUBMIT INSPECTION REPORTS AND A FINAL SIGNED REPORT TO THE BUILDING OFFICIAL FOR THE ITEMS LISTED IN THE QUALITY ASSURANCE /SPECIAL INSPECTION SECTION: t 0 z 0 .9 STATEMENT VERIFICATION AND INSPECTION CONTINUOUS PERIODIC COMMENTS REFERENCES OF SPECIAL °a > o� E SOILS INSPECTIONS: D V � IBC 17041 U SPECIAL INSPECTION: SPECIAL INSPECTION SHALL BE PROVIDED PER THE REQUIREMENTS OF IBC SECTION 1704 AND AS NOTED HEREIN. STRUCTURAL VERIFICATION AND INSPECTION CONTINUOUS PERIODIC COMMENTS REFERENCES SYSTEM °a > o� E SOILS VERIFY MATERIALS BELOW FOOTINGS ARE D V � IBC 17041 U ADEQUATE TO ACHIEVE THE DESIGN BEARING u o y X w m CAPACITY __ 'VRIFY _ EXCAVATIONS ARE EXTENDED TO PROPER EAND HAVE REACHED PROPER MATERIAL o X P ERFORM CLASSIFICATION AND TESTING OF X CONTROLLED FILL MATERIALS VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND X- COMPACTION OF COMPACTED "ILL PRIOR TO PLACEMENT OF COMPACTED FILL, �X OBSERVE SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY CONCRETE REINFORCING STEEL AND PLACEMENT X ACI 318:3.5,7.1 -7.7 - 1913.E - - -- _IBC - - ACI 318: 8.1.3, 21.2.8 - -- - -- BOLTS TO BE INSTALLED IN CONCRETE -PRIOR TO X AND DURING PLACEMENT OF CONCRETE i IBC 1911.:1, 1912.1 ANCHORS INSTALLED IN HARDENED CONCRETE X ACI 318: :3.8.6, 8.1.3, 21.2.8 IBC 1912.1 - VERIFY USE OF REQUIRED DESIGN MIX -t --- ACI 318, CH4,5. X IBC 1904.2.2, 1913.2, 13.2. 1913.3 SAMPLING OF FRESH CONCRETE, SLUMP TEST, ASTM 8172, 531 AIR CONTENT, TEMPERATURE OF CONCRETE AT TIME OF MAKING SPECIMENS X ACI 318:5.6, 5.8 IBC 1913.10 ACI 318:5.9, 5.10 CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION X 'IBC 1913.16, 1913.7, 1913.8 ACI 318:5.11 -5.13 INSPECTION FOR APPLICATION AND MAINTENANCE INSPECTION SPECIFIED CURING TEMPERATURE AND X IBC 1913.9 TECHNIQUES STEEL MATERIAL VERIFICATION OF STRUCTURAL STEEL MANUFACTURER TO PROVIDE AISC 360„ SECTION M5.5 CONSTRUCTION IAND COLD FORMED STEEL DECK CERTIFIED MILL TEST REPORTS APPLICABLE ASTM A. FOR STRUCTURAL STEEL, IDENTIFICATION X STANDARDS MARKINGS TO CONFORM TO AISC 360 B. FOR OTHER STEEL, IDENTIFICATION MARKINGS X TO CONFORM TO ASTM STANDARDS LISTED IN GENERAL NOTES C. MANUFACTURER'S CERTIFIED MILL TEST X REPORTS MATERIAL VERIFICATION OF WELD FILLER MATERIALS ----[AND MANUFACTURER TO PROVIDE CERTIFICATE OF COMPLIANCE AISC 360, SECTION S A AND APPLICABLE AWS AS A. IDENTIFICATION MARKINGS TO CONFORM TO X AWS SPECIFICATIONS LISTED IN GENERAL NOTES B. MANUFACTURER'S CERTIFICATE OF X COMPLIANCE -- INSPECTION OF WELDING X A. STRUCTURAL STEEL AND COLD FORMED STEEL 1. SINGLE -PASS FILLET WELDS 5 5/16" 2, METAL DECK TESTING AND SPECIAL INSPECTION REPORTS SHALL BE PREPARED FOR EACH INSPECTION ITEM ON A DAILY BASIS WHENEVER WORK IS PERFORMED ON THAT ITEM. REPORTS SHALL BE DISTRIBUTED TO OWNER, CONTRACTOR, BUILDING OFFICIAL, ARCHITECT AND STRUCTURAL ENGINEER. STRUCTURAL OBSERVATIONS SHALL BE PERFORMED BY THE STRUCTURAL ENGINEER OF RECORD OR DESIGNATED REPRESENTATIVE IN ACCORDANCE WITH 13C 1710. STRUCTURAL OBSERVATION SHALL BE PERFORMED AS FOLLOWS: PERIODIC VISUAL OBSERVATION OF STRUCTURAL SYSTEMS FOR GENERAL CONFORMANCE TO CONSTRUCTION DOCUMENTS AT SIGNIFICANT CONSTRUCTION STAGES. a REVIEW OF TESTING AND INSPECTION REPORTS. REPORTS SHALL BE PREPARED FOR EACH SITE VISIT AND SHALL BE DISTRIBUTED TO ARCHITECT. GENERAL CONTRACTOR SHALL SUBMIT A WRITTEN CONTRACTOR'S STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL INCLUDE ACKNOWLEDGMENT OF AWARENESS OF THE SPECIAL INSPECTION RE- QUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTION. ma pm Structural Solutions 811 First Avenue, Suite 620 Seattle, Washington 98104 tel: 206.2925076 1250 Pacific Avenue, Suite 701 Tacoma, Washington 98402 tel: 253.383.2797 N w O Z Q W Z W LN u Z 0 W FD w F_ N Z m w S d iY w F_ w N N Z O Q L Q w _ w 00 � U i1 Project: 2010 -16 Drawn: MCS Sheet: S1,02 W °a > o� E O D V � � r �s U u o y w m Z � o ea LU N w O Z Q W Z W LN u Z 0 W FD w F_ N Z m w S d iY w F_ w N N Z O Q L Q w _ w 00 � U i1 Project: 2010 -16 Drawn: MCS Sheet: S1,02 I d N N O Z v 0 El H555x50/I6 __- / PER 04 H558xbx1 /2 - 5EE H554x4x1/4 2 ARGH.FOR BRAGE PER LAYOUT `�- 54.04 FIN15H 6RADE I I NOTE: PROVIDE 20 GA TYPE "B" I I I�" METAL DECK - ATTACH TO I I STEEL SUPPORTS N/ 6ALV. #14 1 1 TEK 5GREN5 N/ NEOPRENE 1 1 NA5HER5 - VV (5) FASTENER I I PATTERN AT 5UPPORT5 AND I BUTTON PUNCH AT 24" O.G. - L _ SECTION _ 04 114'=I'-O" DETAIL ,r.� -gym 21 DETAIL R 3/8 11 x3 11 x3" IV2" BASE R N/ (8) 1%e" THREADED RODS - EMBED 36" MIN. DBL. NUT 8 3/8 "0"0' R NA5HER - STAKE THREADS NO SCALE IE5 ® 2' -0" FOP 4 b" REAFTER Gv-R END R ` i, H555x5x3/Ib V d N 318" END R ® 51M. — ]:qH55(qxbx3/b H555x5x3/Ib 3 DETAIL 04 NO SCALE H555x5x3/Ib - GONN. PER 04 H556x6x3 /8 N/ 3/8" END GAP EA. END H558xbx1 /2 R 3 18 "x9 "xCI" 4 DETAIL 4,04 NO SCALE C' wm cz w �¢ > US o� 0 U U � ,n m _ Vt C v POP 0 r U C N C' wm US m _ Vt N N U � err LU Z Q LL- CL O Z a U a U I D O w t— Z_ J_ m >O w N 2 it w Z w N U O N Z Z O v Q } Cie Q w O °o � U O E Project: Drawn: 2010 -16 LAH C'm"A OF a � I Structural Solutions sheet: 811 First Avenue, Suite 620 Seattle, Washington 98104 ^�•O� te1: 20 &2925076 `J Ir 1250 Pacific Avenue, Suite 701 Tacoma, Washington 98402 tK 253.383.2797 0 o O E IN 40 EXISTING HAND HOLE WITH 2 "C. BACK TO THE BUILDING n O O O O O O O O O O 4 E1.1 r I ///;//;//;T 7) `—APPCO RO MATE LOCATION OF DUIT TRENCH. ELECTRICAL SITE PLAN, FUEL ISLAND SCALE: V= 30' -0" i I o�. 1 H 2 r -� �I C 410 REFLECTED CEILING PLAN 1 L - NoRTH SCALE: 1/4" = V -0" \� CONSTRUCTION NOTES Q1 PROVIDE POWER TO DIESEL FUEL PUMP; 1/3 HP. Q PROVIDE POWER TO FUEL SOLENOID. iJ3 PROVIDE POWER TO FUEL CARD SYSTEM. ® PROVIDE RS485 DATA CONNECTION TO CARD SYSTEM AND FUEL PUMP. ROUTE THE DATA CABLING BACK INTO THE BUILDING THROUGH THE EXISTING 2 "C. AND HAND HOLES. 05 APPROXIMATE LOCATION OF DATA RACK ON MEZZANINE. © PROVIDE POWER TO GAS FUEL PUMP; 1 HIP. ( PROVIDE CUTTING AND PATCHING OF EXISTING ASPHALT FROM PANEL 'FP' TO FUEL ISL.AI ® PROVIDE A WEATHERPROOF DUPLEX RECEPTACLE AND BACKBOX ADJACENT TO PANEL 'FP'. CONNECT TO 20A /1P CIRCUIT. Q9 PROVIDE 8' -0" X 1/2" DIAMETER GROUND ROD. PROVIDE #10 AWG COPPER FROM FITTING LUGS ON THE TANK TO THE GROUND RODS. 10 PROVIDE ASTRONOMICAL TIME CLOCK IN LOCKABLE NEMA 3R ENCLOSURE FOR CANOPY LIGHTS. ROUTE THRU TIME CLOCK #10 REFLECTED CEILING PLAN - -- J / ORTH SCALE: 114" = Y -0" GENERAL NOTES 1. PROVIDE SEAL -OFF FITTINGS AT EACH DISPENSER, FUEL CARD SYSTEM, LIGHTING AND PANELBOARD. 2. E.C. SHALL MEET ALL REQUIREMENTS OF NEC ARTICLE 514. 3. INSTALL EMERGENCY SHUT OFF SWITCH SUPPLIED BY GC. PROVIDE (2) SINGE POLE CONTACTORS AND (1) DUAL POLE CONTACTOR FOR DISCONNECTION OF FUEL PUMPS. INSTALL ON POST. PROVIDE WEATHERPROOF ENCLOSURE. SEE SHEET A1.06 FOR LOCATION. 4. COORDINATE ALL POWER REQUIREMENTS OF THE FUEL DISPENSING SYSTEM WITH THE SUPPLIER AND INSTALLER. 5. PROVIDE BONDING AND GROUNDING OF FUEL TANK, PIPING, FUEL PUMPS, CARD READER AND CONDUIT PER NEC 501.30. - - - -- ------ ._— T ------- _ I I I I� ® 0 00 00 � � �I® Oo' o O ° IPA OJ 0.- / I / v v LEAK DETECTION p PANEL. VERIFY 11I EXACT LOCATION.: Cl I E1. 4 i %in /f ' 1 /4 IY FP- O� �i '� f-5. FP 1 1; FP —5 .F 1 % i ij % % `1 C. Tp= HANDHOLE - ENLARGED ISLAND FUEL PLAN SCALE: 114" = 1' -0" o1 NORTH Z O O O O O O O O O O o O O O O O O O IN 40 EXISTING HAND HOLE WITH 2 "C. BACK TO THE BUILDING n O O O O O O O O O O 4 E1.1 r I ///;//;//;T 7) `—APPCO RO MATE LOCATION OF DUIT TRENCH. ELECTRICAL SITE PLAN, FUEL ISLAND SCALE: V= 30' -0" i I o�. 1 H 2 r -� �I C 410 REFLECTED CEILING PLAN 1 L - NoRTH SCALE: 1/4" = V -0" \� CONSTRUCTION NOTES Q1 PROVIDE POWER TO DIESEL FUEL PUMP; 1/3 HP. Q PROVIDE POWER TO FUEL SOLENOID. iJ3 PROVIDE POWER TO FUEL CARD SYSTEM. ® PROVIDE RS485 DATA CONNECTION TO CARD SYSTEM AND FUEL PUMP. ROUTE THE DATA CABLING BACK INTO THE BUILDING THROUGH THE EXISTING 2 "C. AND HAND HOLES. 05 APPROXIMATE LOCATION OF DATA RACK ON MEZZANINE. © PROVIDE POWER TO GAS FUEL PUMP; 1 HIP. ( PROVIDE CUTTING AND PATCHING OF EXISTING ASPHALT FROM PANEL 'FP' TO FUEL ISL.AI ® PROVIDE A WEATHERPROOF DUPLEX RECEPTACLE AND BACKBOX ADJACENT TO PANEL 'FP'. CONNECT TO 20A /1P CIRCUIT. Q9 PROVIDE 8' -0" X 1/2" DIAMETER GROUND ROD. PROVIDE #10 AWG COPPER FROM FITTING LUGS ON THE TANK TO THE GROUND RODS. 10 PROVIDE ASTRONOMICAL TIME CLOCK IN LOCKABLE NEMA 3R ENCLOSURE FOR CANOPY LIGHTS. ROUTE THRU TIME CLOCK #10 REFLECTED CEILING PLAN - -- J / ORTH SCALE: 114" = Y -0" GENERAL NOTES 1. PROVIDE SEAL -OFF FITTINGS AT EACH DISPENSER, FUEL CARD SYSTEM, LIGHTING AND PANELBOARD. 2. E.C. SHALL MEET ALL REQUIREMENTS OF NEC ARTICLE 514. 3. INSTALL EMERGENCY SHUT OFF SWITCH SUPPLIED BY GC. PROVIDE (2) SINGE POLE CONTACTORS AND (1) DUAL POLE CONTACTOR FOR DISCONNECTION OF FUEL PUMPS. INSTALL ON POST. PROVIDE WEATHERPROOF ENCLOSURE. SEE SHEET A1.06 FOR LOCATION. 4. COORDINATE ALL POWER REQUIREMENTS OF THE FUEL DISPENSING SYSTEM WITH THE SUPPLIER AND INSTALLER. 5. PROVIDE BONDING AND GROUNDING OF FUEL TANK, PIPING, FUEL PUMPS, CARD READER AND CONDUIT PER NEC 501.30. - - - -- ------ ._— T ------- _ I I I I� ® 0 00 00 � � �I® Oo' o O ° IPA OJ 0.- / I / v v LEAK DETECTION p PANEL. VERIFY 11I EXACT LOCATION.: Cl I E1. 4 i %in /f ' 1 /4 IY FP- O� �i '� f-5. FP 1 1; FP —5 .F 1 % i ij % % `1 C. Tp= HANDHOLE - ENLARGED ISLAND FUEL PLAN SCALE: 114" = 1' -0" o1 NORTH Z U v _ v 0 LLJ Q `E O N wN Z J Z a O v U c r� ry III F— 1 -16 -13 Project: 201 0 -16 Drawn: Sheet: E1.1 Z 0 Q N Z J W r� W F— Z W N ZN O Q Z � U W W ~ C 0 J Q - Q Z � O 0� �a N CL U -� rL E W W N N >_ W 1 -16 -13 Project: 201 0 -16 Drawn: Sheet: E1.1 PANEL: FP (EXISTING) 3 e 4 WIRE 208Y1120 VOLTS MAINS: 200A MAIN BREAKER LOC: PARKING LOT TYPE: NEMA3R•SER MOUNT: SURFACE 42 POLES FEED:IBOTTOM 22000AIC LOAD CIRCUIT DIRECTORY CIR. NO. CIRC. BRKR. A B C CIRC. BRKR. CIR. NO. CIRCUIT DIRECTORY LOAD P AMP P AMP 1500 FUEL PUMP CONTROL 1 1 20 2349_ MOTOR CONNECTION Record Drawings: The Contractor shall maintain in addition to any reference drawings, an 2 20 2 BARKING LOT LIGHTS 849 849 500 LEAK DETECTION 3 1 20 2.02 COMPLETE SYSTEM 1349 placing in satisfactory and successful operation all equipment, materials, devices and necessary 4 shall be marked in a neat, legible manner with reel colored pencil. Provide added as -built 1500 FUEL CARD * 5 1 20 A, All the systems mentioned shall be complete and operational in every detail except where 2349 2 20 6 BARKING LOT LIGHTS _ 849 849 864 FUEL PUMP * 7 1 20 1713 electrical defects. Contractor shall replace and repair, to the satisfaction of the Architect, any performing all labor required to provide a complete and operable system. 8 systems shown on the plans or described herein. Equipment and devices furnished and 864 FUEL PUMP * 9 1 20 1430 _ 2 j 20 10 BARKING LOT LIGHTS 566 566 960 FUEL PUMP * 11 2 20 U provide all electrical installations except as specifically excluded. In general, this includes all 1526 12 _ 960 13 960 W 14 SPACE B. !SPACE 15 items in pre -final inspection lists submitted by the Arehrtect/Engineer bavebeen satisfactorily occurs between government adopted code rules and this Specification, the codes are to govern. D completed. Arrange for and obtain all required inspections and certificates pertaining to the _ 16 SPACE 120_0 IFUEL CANOPY LIGHTS 17 1 20 U 1200 from complying with any requirements of the Plans and Specifications which may be in excess S. 18 SPACE CL of, but not in conflict with, requirements of the governing codes. _ !SPARE 19 1 20 J = push button shut off and contactors. 00 C. 20 SPACE U SPARE 21 1 20 LU arrange for inspection of work by the inspectors and shall give the inspectors all necessary U Q� 22 SPACE 2.01 MATERIALS SPARE 23 1 20 Z D. Drawings: The electrical drawings are intended to serve as working drawings for general LL quality and free from defects. They shall be designed to insure satisfactory operation and 24 SPACE layout,'The equipment layout is diagrammatic and unless specifically dimensioned or detailed, ,SPACE 25 does not indicate all fittings, hardware or appurtenances required for a complete operating installed. 1 26 SPACE 'SPACE 27 All materials shall be UL or ETL listed for the purpose for which they are used, case of conflict between the drawings and specifications or between anyparts of the drawings 28 SPACE C. Raceway: Galvanized rigid steel (GRS) or threaded steel intermediate metal conduit. No PVC ,SPACE 29 Contractor shall be responsible for verifying all measurements before proceeding with the conduit is allowed. Seal all raceway penetrations per article 501 for Class I, Division I work. Drawings are not intended to indicate the exact course of wiring or exact location of 30 SPACE outlets. Switches and outlet locations are approximately correct and are subject to revision as 'SPACE 31 may be necessary or desirable at the time of installation. Precise location in every caseshallbe D. Wires and Cables: Shall be copper, 600 volt, subject to code requirements. Minimum wire size 32 (SPACE is 10 AWG. SPACE 33 E. Provide grounding for all circuits per the NEC. protect same and replace any equipment that has been damaged prior to final acceptance. 34 SPACE SPACE 35 36 SPACE SPACE 37 38 SPACE SPACE 39 40 SPACE SPACE 41 42 SPACE 5022 2779 5075 TOTAL CONNECTED LOAD: 12,876.00 VA 35.74 AMPS TOTAL DEMAND LOAD: 14 308.00 VA 39.72 AMPS NOTES: `NEW LOADS. PROVIDE GIRGUII BREAKER, SILE AS INUIGAIEU. LIGHTING FIXTURE SCHEDULE I SYMBOL FIXTURE DESCRIPTION MANUFACTURER /MODEL# LAMPS V W MOUNTING & REMARKS SF1 SURFACE ENCLOSED DAMP LOCATION METALUX - VT2- 1 -54T5- 120- EBT -WL- (1) 54W 120 60 SURFACE MOUNT TO UNDERSIDE OF FUEL COLD WEATHER BALLAST VT2 /SS -MBK T5H0 ISLAND CANOPIES ELECTRICAL LEGEND SYMBOL DESCRIPTION ry SURFACE OR PENDANT MOUNT STRIP LIGHT (CIRCLE INDICATES RECESSED OR CONCEALED JUNCTION BOX) DEDICATED CONDUIT HOMERUN TO PANEL & CIRCUIT NUMBERS AS INDICATED ON PLANS F. RACEWAY CONCEALED IN WALL OR CEILING RACEWAY CONCEALED UNDERGROUND OR UNDER FLOOR SLAB, P = PRIMARY , S = SECONDARY F MARKS INDICATE NUMBER OF #12 AWG UNLESS NOTED OTHERWISE R T GROUNDING CONDUCTOR •-jilt GROUNDING SYSTEM PER CODE m JUNCTION BOX - SIZE PER CODE (F INDICATES FIRE ALARM SYSTEM) 1.01 GENERAL MOTOR CONNECTION Record Drawings: The Contractor shall maintain in addition to any reference drawings, an 120/208 VOLT PANELBOARD (OR AT RATED VOLTAGE AS NOTED) ® HIWDHOLE ICY PHOTOCELL CONTROL a CONSTRUCTION NOTES the furnishing, testing and accompanying drawings to describe and provide for h g, g, g DETAIL CALL. OUT - 1 INDICATES DETAIL IDENTIFICATION, E1.1 INDICATES SHEET DRAWN ON Z SECTION 26 00 00 - ELECTRICAL ry F. Junction Boxes: Explosion proof, gasketed, and completely of corrosion resistant construction. U-1 F. Temporary Use: Temporary or interim use of any and all portions of the electrical system shall PART 1- GENERAL F be under the supervision of the Contractor. G. Circuit Breakers: Type to suit panels; with minimum AIC symmetrical interrupting capacity to O U �o match panel value. Mount breakers such that handles operade in a borizi ntal plane. Bolt in 1.01 GENERAL G. Record Drawings: The Contractor shall maintain in addition to any reference drawings, an type only. Provide common trip on all multiple pole breakers. A. Complete System: It is the intention of this Division of the Specifications and the As -Built set of prints of the Electrical Drawings on which all significant deviations (panel and • the furnishing, testing and accompanying drawings to describe and provide for h g, g, g z underground raceways circuit numbers) from the original design and the actual location of t n g y 2.02 COMPLETE SYSTEM placing in satisfactory and successful operation all equipment, materials, devices and necessary " shall be marked in a neat, legible manner with reel colored pencil. Provide added as -built U I appurtenances to provide a complete electrical system, together with such other miscellaneous N information as noted on plans. A, All the systems mentioned shall be complete and operational in every detail except where - installations and equipment hereinafter specified and/or Shawn on the plans. The work shalt U thesespecifications shall not be specifically noted otherwise. Mention of certain materials m p r include all materials, appliances and apparatus not specifically mentioned herein or noted on H. Warranty: Provide a written warranty that the Division 26 work is free from mechanical and consumed as releasing the Contractor from furnishing :such additional materials and the plans, but which are necessary to make a complete working installation of all electrical electrical defects. Contractor shall replace and repair, to the satisfaction of the Architect, any performing all labor required to provide a complete and operable system. systems shown on the plans or described herein. Equipment and devices furnished and parts of the installation which may fad within a period of twelve (12) months after the LU installed under other Divisions of this specification shall be connected under this Division. The certificate of final acceptance, provided that such failure is due to defects in materials or B. 95re drawings do not show every accessory or item of material necessary to provide a complete drawings and specifications are complementary and what is called for in either is binding as if workmanship, or failure to follow the Specifications and Drawings. and operational system, and are diagrammatic in nature. Q called for in both. included in Division 26 work is all work and related items necessary to U U provide all electrical installations except as specifically excluded. In general, this includes all 1. Completion of Work: Upon completion of the Division26work, the Contractor shall deliver to END OF SECTION labor, materials, equipment, tools, etc., to complete the Electrical and fire alarm work, the Ai chitect/Engmeer a Completion Letter stating that he has fulfilled all the requirements of W his contract as for Division 26 work as set forth in the Drawings and Specifications and that all B. Code Compliance: Work shall comply with all applicable standards and codes. If any conflict N items in pre -final inspection lists submitted by the Arehrtect/Engineer bavebeen satisfactorily occurs between government adopted code rules and this Specification, the codes are to govern. D completed. Arrange for and obtain all required inspections and certificates pertaining to the _ F- Z Nothing in these Drawings and Specifications shall be construed to permit work not Division 26 work and deliver the certificates to the Architect /Engineer in triplicate. conforming with governing codes. Also; this shall not be construed as relieving the Contractor � U from complying with any requirements of the Plans and Specifications which may be in excess S. Submittals: Shop drawings shall be submitted complete, at one time and shall be, but not CL of, but not in conflict with, requirements of the governing codes. limited to: Lighting fixtures,wiring devices, raceways and connectors, copperwire, emergency O J = push button shut off and contactors. 00 C. Permit and Fees: The Contractor shall obtain and pay for all licenses, permits and inspections ►- U - required by laws, ordinances and rules governing work specified herein. The Contractor shall PART 2 - PRODUCTS LU arrange for inspection of work by the inspectors and shall give the inspectors all necessary U Q� CL assistance in their work of inspection. 2.01 MATERIALS A. All materials must be of the quality herein specified. All materials shall be new, of the best Z D. Drawings: The electrical drawings are intended to serve as working drawings for general LL quality and free from defects. They shall be designed to insure satisfactory operation and layout,'The equipment layout is diagrammatic and unless specifically dimensioned or detailed, operational life in the environmental conditions which will prevail where they are being does not indicate all fittings, hardware or appurtenances required for a complete operating installed. installation. Anything shown on the drawings but not covered in the specifications, or anything covered in the specifications but not shown on the drawings, shall be as if covered in bulb. In B. All materials shall be UL or ETL listed for the purpose for which they are used, case of conflict between the drawings and specifications or between anyparts of the drawings or between any parts of the specifications, the Architect will selectthe method to be used. The C. Raceway: Galvanized rigid steel (GRS) or threaded steel intermediate metal conduit. No PVC Contractor shall be responsible for verifying all measurements before proceeding with the conduit is allowed. Seal all raceway penetrations per article 501 for Class I, Division I work. Drawings are not intended to indicate the exact course of wiring or exact location of locations. outlets. Switches and outlet locations are approximately correct and are subject to revision as may be necessary or desirable at the time of installation. Precise location in every caseshallbe D. Wires and Cables: Shall be copper, 600 volt, subject to code requirements. Minimum wire size subject to the Architect's approval. is 10 AWG. E. Protection: The Contractor shall store and guard all equipment before installation and shall E. Provide grounding for all circuits per the NEC. protect same and replace any equipment that has been damaged prior to final acceptance. Z ry U-1 L < 0s 0 F O O U �o Q V U y u o C L -_ • z Z " O � U I 3/ N U_ U r G LL LU 1 -16 -13 Project: 2010 -16 Drawn: Sheet: E1.2 Z 0 Q N Z I LU ZD LL Z O LU Q ED U U U N W IL O N O D _ F- Z w � U UJ i W CL Q LLI O J = 00 Q U ►- U c/7 -l_- LU O U Q� CL to W ~ x Z J W LL 1 -16 -13 Project: 2010 -16 Drawn: Sheet: E1.2