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20090210 Redline 1 01252013a s I SUPPORT OPERATIONSCENTERmm- FUELING STATION PROJECT INFORMATION SITE ADDRESS CODES 406 Railroad Street 2009 INTERNATIONAL BUILDING CODE W/ Yelm, WA 98597 WASHINGTON STATE AMENDMENTS PARCEL NUMBER(S) MECHANICAL O 2009 INTERNATIONAL FIRE CODE 22719310100 MEDIUM DENSITY 22719310300 2009 INTERNATIONAL MECHANICAL CODE 22719310301 OVERLAY 22719310200 2009 INTERNATIONAL PLUMBING CODE W/ MIN. WASHINGTON STATE AMENDMENTS SITE AREA ACOUSTICAL CEILING 8.78 ACRES 2009 WASHINGTON STATE ENERGY CODE ZONING BARRIER FREE - INTERNATIONAL CODE COUNCIL - INDUSTRIAL (I) ANSI STANDARD 117.1 A.F.F. 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 50 054' 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 50 054" 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 40 °08' 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 HALLWAY NrDRTH ARROW 100 ROOM NAME AND NUMBER N -23 WINDOW, RELITE LOUVER TYPE 9 DE-TAIL SYMBOL A REVISION SYMBOL A8.12 PT -1 PAINT TYPE SYMBOL A O� q NOTE, REFERENCE SYMBOL 3 INTERIOR ELEVATION B� A7.02 �D SYMBOL 0—/ WALLTYPESYMBOL C c T.O. GL -� HEIGHT ABOVE SYMBOL ,n 0' -0" A.F.F. BUILDING SECTION SYMBOL WALL SECTION SYMBOL as oz ABBREVIATIONS NOTE: ADDITIONAL ABBREVIATIONS ARE INCLUDED THROUGHOUT DRAWING SET CIVIL ENGINEER JEROME W. MORRISSETTE & ASSOCIATES 1700 - B2 COOPER POINT ROAD SW OLYMPIA, WASHINGTON 98502 P 360- 352 -9456 F 360- 352 -9��90 CONTACT: SCOTT 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 AI.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 E1.1 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: CARRIETAYLOR CONTRACTOR PENDING PUBLIC BID YELM SCHOOL DISTRICT BUILDING INFORMATION 2009 International Fire Code: Chapter 22- Motor Fuel dispensing Facilities and Repair Garages: Proposed facility: 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 canopys 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 card access system. Section 2204.3.5 Emergency procedure some be posted. Identified as notification sign on AI.06. Section 2205.5 Fire extinguishers locations shown on A1.06. 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 L1 (O V U 9 • Z O U ro h-- LU W Z O F-- Q Z E— W O EL �Q d Q E3 o ° O o U U c o 0 0 J U N w .N 0 N O Z O F— Q V Z J LL LL LL F- LU U ZN Oo Q Z � U w N O° F— O O Ou U C in 11 E FD V) >- 7925 f REGISTERED ARCHITECT RAYMO WAND C. MOW .TATE OF SHINGTON Project: 2010 -16 Drawn: JM. Sheet: AO.00 AT MB MARKER BOARD C CENTERLINE MECH- MECHANICAL O DIAMETER OR ROUND MDO MEDIUM DENSITY # POUND OR NUMBER OVERLAY A.B. ANCHOR BOl TS 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 BLKG. BLOCKING CONTRACTOR INSTALL BM. BEAM OFOI OWNER FURNISH, OWNER INSTALL B.O. BOTTOM OF OH OPPOSITE HAND CJ CONTROL JOINT PAV. PAVEMENT CLNG. 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 DBL. DOUBLE PW PLYWOOD DOP DOOR OPERATOR RB RUBBER BASE POST RECPT. RECEPTACLE DP DEEP REQD. 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. so. 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 THK, THICK FSS FOLD DOWN SHOWER SEAT T.O. TOP OF FT FOOT OR FEET T.S. TUBE STEEL FX FIRE EXTINGUISHER T.W.S. TACKABLE WALL SURFACE GA GAUGE (ARCH.) GALV. GALVANIZED TYP TYPICAL GWB GYPSUM WALLBOARD U URINAL HACP. HUNG ACOUSTICAL U.N.O. UNLESS NOTED OTHERWISE CEILING PANELS VERT. VERTICAL H.M. HOLLOW METAL VP VENEER PLASTER H HEIGHT OR HIGH VWC VINYL WALL COVERING HORIZ. HORIZONTAL W WIDE OR WIDTH I.D. INSIDE DIAMETER W/ WITH IN INCHES WB WHITE BOARD/ MARKER INSUL. INSULATION BOARD INT. INTERIOR WD WOOD -T. JOINT W.G. WIRE GROMMETS LIST. JOIST W.M. WALL MAT LAM. LAMINATED W/O WITHOUT LAV. LAVATORY WST WAINSCOT LBB LINOLEUM BULLETIN BOARD WWF WELDED WIRE FABRIC F LINEAL FEET MAX MAXIMUM CIVIL ENGINEER JEROME W. MORRISSETTE & ASSOCIATES 1700 - B2 COOPER POINT ROAD SW OLYMPIA, WASHINGTON 98502 P 360- 352 -9456 F 360- 352 -9��90 CONTACT: SCOTT 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 AI.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 E1.1 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: CARRIETAYLOR CONTRACTOR PENDING PUBLIC BID YELM SCHOOL DISTRICT BUILDING INFORMATION 2009 International Fire Code: Chapter 22- Motor Fuel dispensing Facilities and Repair Garages: Proposed facility: 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 canopys 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 card access system. Section 2204.3.5 Emergency procedure some be posted. Identified as notification sign on AI.06. Section 2205.5 Fire extinguishers locations shown on A1.06. 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 L1 (O V U 9 • Z O U ro h-- LU W Z O F-- Q Z E— W O EL �Q d Q E3 o ° O o U U c o 0 0 J U N w .N 0 N O Z O F— Q V Z J LL LL LL F- LU U ZN Oo Q Z � U w N O° F— O O Ou U C in 11 E FD V) >- 7925 f REGISTERED ARCHITECT RAYMO WAND C. MOW .TATE OF SHINGTON Project: 2010 -16 Drawn: JM. Sheet: AO.00 5 w U ED 3 0 d 0 ILI 0 N N d U Q i a 0 u 0 a v a a 0 w s U U E 0 m n 0 N 0 v a 33A -' RESTORE DISTURBED SURFACES IN— ACCORDANCE WITH THE RESTORATION DETAIL ON SHEET C7 2 INSTALL 50 LF 2 SCH. ?0 PVC PIPE / SLOPF 0 0050 F /F - / SEE PUFFING PLANS D AND DETAILS — / FOR F( /FLING S:A IOAy DESIGN ' INSTALL OIL STOP VA / VE VENT / (SEE DETAIL SHEET IE= 334.37 / EP � 55 T SECTION 19, TOWNSHIP 17 NORTH, RANGE 1 EAST, W.M. THURSTON COUNTY, WASHINGTON EXlSTINQ CLEANOUT RIM =.Jd6. 00 6" I_ OUT= 3.33.29 _X"TINC PUMP CHA qq� RIM =336,27 ,y — o�' IN ST 2_PVC CLEANOUT & WYE BENOS AS REQUIRED 2 " 1E 33472 EXISTING 1500 GAL. SEPTIC TANK RIM-336.J4 IE 6" PVC = 333.26 TOP TANK-334.30 1 —0p p 0�0 INSTALL 24 LF 2" SCH, 40 PVC PIPE SLOPE =0.0050 ,FT /FT REMOVE EXISTING ABANDONED SEWER SERVICE AS REQUIRED CEP/PLUG FXPOSEO ENDS m� m , NSLALL VORTCIAREX VCL30 OIL WATER SEPARATOR �` / OR APPROVED LOUAI W/ HS -20 TRAFFIC RATED COVER ^+ RIM 33725 4" IL (N) 33395 '- i- 3.95 INSTALL 4" PVC CLEANO_ uT W/ TRAFFIC RATED CLEANOUT COVER {" `E= 333.92 > L 2 PROJECT I LOCATION /o z F � \` aPLV v VALLEY CDNO pl ]00TH 1 o \ 103RD INSTALLS 6E 4" PVC PIPE ASTM 03034 s'0R_35 ' � VICINITY MAP WU -�-rTn P - UGP U UP��U SLOPE-0.0200 FT/Tr — N.T.S. uG INSTALL CUT -M -TEE p FIELD VERIFY DEPTH, MATERIALS, AND SIZES PRIOR TO CONSTRUCTION AND ORDERING PARTS PVC SPOOL LENGTHS AS REQUIRED F1= 333.52 — — EP I� s EP i 00 -EP � � _ X33 1 - EP 1 O of ss� T,llil ♦ �� ♦ �� 1�♦® / ss .++ INSTALL PPE 7 CATCH BASIN / W/ HE13LONGBONE GRATE / CONSARUCT BOTTOM FLUSH WITH INVERT ' RIME337 27 ' IY OUT (E)= 33489 INSTALL 34 LF 4" PVC PIPE ASTM D3034 SDR 35 5LOPE = 0.0200 FT /FT / / I � / C 0 \I ss — GA$ — UGP EP — EXISTING WATER LINE BOLLARD YARD HYDRANT LUMINAIRE WATER VALVE FIRE HYDRANT SEPTIC PUMP CONTROL PANEL WATER LINE SEWER LINE GAS LINE UNDERGROUND POWER EDGE OF PAVEMENT FENCE LINE LEGEND Civil• Municipal •Geotechnical ♦Land Su mg Jerome PROPOSED Morrissette CLEANOUT Associates CAP / PLUG P'S. TYPE 1 CATCH BASIN ` FLOW ARROW >— GRADING SYMBOL X A.XX FINISHED GRADE © POTHOLE �. ss — SEWER MAIN U VENT MAIN - - - -- FLOW LINE � SAWCUT LINE STRAW WATTLE - NEW CONTOUR _EP NEW EDGE OF PAVEMENT Jerome W. Morrissette & Associates Inc., P'S. 1700 Cooper Pt. Road S.W. kB -2, Olympia, Wa. 98502 -1 110 Ph 360.352.9456 Fx 360.352.9990 q j J i - -J INSTALL TYPE 1 CATCH BASIN— � � �A 1 � L t I W/ HERRINGBONE GRATE i' F " I ' L,' & OIL STOP VALVE F I C (SEE DETAIL SHEET C1.2) IS RIM 337.21 _ 'V k `✓ G y (� !E IN (W) =334,27 yW i' / rn� rl 1L}. L{, \�J f'C1p/A J_ C.ry plc rr` IE OUT (E)= 334.21 `PF i l - v�yJ .3e, _338" o Ni INSTALL 13 LF 4" PVC PIPE z� u�p„� P, sT g (�— ASTM 03034 SOft 35 N PG SLOPE-0.0200 FT /FT � � n � � Sr 2 A✓ �� L ®id�, � �( P INSTALL 4" PVC TEE ( INSTALL 4 "x2" REDUCER H G' a" �n� �.lr -Q ✓ �J 4" FL= 334.00 s �w ov 4a US 0 °& 0�- 339 —_ - SCALE: 1 " =10 FEET J 5 10 20 DATUM: N.A.VD. 29 0 / Support Operations Center Fueling Station Yelm School District ' i- Sewer Dept. Review t �ss 1/25/13 by Randy Hatch & lim Doty 1. Connection to new side sewer needs to have a wye at the connection not a tee. 2. The new side sewer on these drawings is incorrect. There is a wye and cleanout at the approximate location of the new connection. 3. There needs to be an emergency shutoff valve on the outlet of the oil water Separator such as a knife gate or similar apparatus that can be easily accessed and manually operated in case of a fuel spill to contain the spill in the oil water separator and prevent contamination of the STEP APPROVED FOR CONSTRUCTION Tank. BY: DATE: CALL BEFORE YOU DIG: DEYEIDPMENraEVIEW9Y WM I THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR APPROVAL TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1- 800- 424 -5555 EXPIRES: A MINIMUM OF 48 HOURS PRIOR TO ANY CONSTRUCTION. EXISTING 6" CLEANOUT RIM= 338.10 6" IEe33A AI EXIST IN VORTCLAREX OIL / W4TER SEPARATOR W/ TRAFFIC RATED LID RIM = 338.10 4" IF(w)= 334.82 4" IE OUT 33,T82 EXSAfdG 4" STUB -OUT IE= 335.00 EXCFI,C 4" STUB -OUT ,E= 335.20 -7 � JQ Jm w �< > -s o x U w`t � i zL O V) - a z Q w W Q z z O Q z I W U_ LL z O Q 0 Cl- z W 1_O 1- Q z I LL IL W I- LLJ V) z Oz � U W 0-N Oo Ou U CL c'n E Project: 2010 -16 Drawn: Sheet Cl .0 TD In 5 w w rn U m I 0 O I2 O N 0 0 ri / / / / / GRADE NEW ASPHALT AWAY ISLAND FROM FUELING AND (TYP.) / / CCNSTRUCT 3:1 MAX ffLL BACKSLOPE W/ SELECT NATIVE b(ATERIAL AND *' 4" OF TOPSOI�P�T P.) i MATCH EX�T/NG GRADE - � n- TALL 160 LF OF CONTINUOUS DIAMETER STRAW WATTLE ss SECTION 19, TOWNSHIP 17 NORTH, RANGE 1 EAST, W.M. THURSTON COUNTY, WASHINGTON s —� Fpm a Si M a�ai' mo i / CEP R MOV)EXISTING ASPHALT SURFACE? �� / EF RESTORE DISTURBED SURFACES IN 1 0 / ACCORDANCE WITH THE RE5TOR /T70N 1 � �„ / cP DETAIL ON SHEET C1.2 (TYR.)/ ,- __ Ea � SAWCUT 165 LF OF EXISJ7NG ASPHALT GRADE NEW INSTALLEG�ASPHALT 70 MATCH _a- EXISTING ASPHALT ELEVATIONS �, MATCH EXISiWC GRADE woo / woo ! ! / / ! / CONSTRUCT 6"x1 J' CONCRETE PAD SLOPE TO DRAIN TO CATCH BASIN IN ALL DIRECTIONS (SEE DETAIL .SHEET CL2J / 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. /' (TOP.) CONSTRUCT FLOW PATH LEG EN D Civil • Municipal • Geotechnical • Land Surveyin EXISTING O WATER LINE O BOLLARD '-• YARD HYDRANT 0 LUMINAIRE a WATER VALVE FIRE HYDRANT PEI SEPTIC PUMP CONTROL PANEL ^' WATER LINE _NI SEWER LINE —GAS-- GAS LINE uw - UNDERGROUND POWER — EP - -- EDGE OF PAVEMENT FENCE LINE Civil • Municipal • Geotechnical • Land Surveyin Jerome PROPOSED Morrissette GLEASON' Associates CAP / PLUG P.S. TYPE i CATCH BASIN - - -� FLOW ARROW 5-- GRADING SYMBOL __X){K HX FINISHED GRADE POTHOLE ss SEWER MAIN VENT MAIN FLOW LINE SAWCUT LINE STRAW WATTLE �— NEW CONTOUR —EIP NEW EDGE OF PAVEMENT Jerome W. Morrissette & Associates Inc., P.S. 1700 Cooper Pt. Road S.W. #13-2, Olympia, Wa. 98502-1110 M 360.352.9456 Fx 360.352.9990 APPROVED FOR CONSTRUCTION BY: DATE: D LOPNEWNEYIEWENGINEEA APPROVAL EXPIRES: 0�0 J M M �_ GP UGryP P UGP =U l U� 1 UGP GIP�� / - P / \ I/GP UV EP EP �R - - PIS - 331- � 1 0 o• a ! 00 /CONSTRUCT CONCRETE PAD - SLOPE TO DRAIN TO CATCHY IN ALL DIRECTIONS / (SEE DETAIL SHEETyI`2) SAWCUT OR EQNAL CUT TO UNIFORM AND' VERTICAL (NO JACK HAMMERING) EMULSIYt1O ASPHALT GRADE GSS TACK SHALL BE APPLIED TO EDGES OF EXISTING PAVEMENT /ALL JOINTS SHALL BE SEALED USING PAYING ASPHALT AR4000W M z � JT w 4 > E 0 u L ,= ON C/) W MATCH EXISTING GRADE �- - - - MATCH EXISTING GRADE _ f - � A —�— t M J / 1 2 / 1 SCALE: 1 " =10 FEET 6WMMMdM!!- 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 i- 800- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY CONSTRUCTION. -- EX'SV'JG 6° CLEANQUT RIM= 33 1 6" IE= 734. 34.76 - — EXISTNIG VORTCLARE; OIL /WATER SEPARATOR IN/ TRATFC RATED LID RIM =338.70 4'" IE(v a6z a" OUM=3348 2 I EXI5,3 G 4 "' STUB -DDT 3 � IE =500 �EXISTNG 4 " STUB -OL% IE= 335.20 z 4 W F_ 7) W 0 ox F_ z 0 0 0 ui z 0 CJ 0 Lu O F•— Q V) _Z L1J LL LL1 I— W C/) ON Q z W 0 L E Project: 2010-116 Drawn: Sheet G1.1 I� w W w UH UH U LD L E 0 0 N 0 6 0 RESTORATION SURFACE SEE RESTORATION TABLE BELOW SEE RESTORATION TABLE B.. FINISH GRADE (TYP.) ITT BACKFILL SEE RESTORATION TABLE Lam°- Q m g V V MAINTAIN SIDE SLOPE AS STEEP / AS POSSIBLE W �— / _ / SEWER LINE -PIPE BEDDING FOR a ED FLEXIBLE PIPE PIPE O.D. PIPE W-12" PRESSURE O.D. 24" GRAVITY W CSBC = CREDITED SURFACE BASE COURSE CSTC = CRUSHED SURFACE TOP COURSE CITY OF YELM DEPT. OF PUBLIC WORKS TYPICAL- PIPE TRENCH APPROVED 0'WC. NO. CITY ENGINEER DATE 7 -3 DES. OWN. TNP DATE JEG PMX PMX MTD 4/11f00 RESTORATION TABLE 1 SURFACE SEE RESTORATION DETAIL BACKFILL/ COMMENTS/ TYPE THICKNESS iCOMPAC90N REUMNTS. OTkiF.R REUWREMENS CRUSHED q' CRUSHED SURFAk GKFILL Pi NIDH GRACE SHALL BE SURFACE TOP COURSE SEE PLAN FOR SMOOTH & CONSISTANT TE ADAPTERS AS REQUIRED O 953 VALVE LOCATION wITH Ex1DTINc O Q 3" MIN. GRADE B A FINISH ROADWAY TO A.G. PAVEMENT PAVING CHFlLL CONFORM TO ALL EX!STIN OVER GRAVEL BASE OVER 4' CRL SURFACE TOP COUR O 953 I GRADES AND CUR35 s SLOPES SHALL MATCH V) o �[ t CONCRETE SURFACE. MATCH [ %ISTING CKFILL MATCH EXISTNG FINISH (DRIVEWAY /SIDEWALK) CONCRETE THICKNESS f0 953 TE %TURF, AND GRADE. I HYDROSEEJ/ PLANTIN FINISH GRADE SHALL 8E LAWN /LANGSCAPE DV &4 4" MIN. TYPE A NATIVE BACHFlLL SMOORI & GONSISTANL TOP SOIL COMPACT TO 953 'W TH EXISTING GRADE NATIVE BACKFII L MOUND BACKFILL UNIMPROVED DEFACE N/A � ABOVE EXISTING COMPACT TO d53 GRADE &SMOOTH ASPHALT PAVEMENT W. SEE RESTORATION DETAIL ///��� - -CAST IRON GRATE PROVIDE SUPPORTS AND BRACES AS REQUIRED AND FRAME RAISE EDGE (TYP. ALL SIDES) 1700 Cooper Pt. TO PREVENT RUNOFF FROM AREAS ADJACENT TO FUELING SLAB AND !// 5000 PSI CONCRETE SEE CEMENT CONCRETE SLAB TO CONTAIN ANY FUEL SPIV 5 10 DETALL THIS SHEET THE ,H)EDAN STAB _� 4" PVC ASTM 03034 SEA 35 PIPE WSDOT TYPE 7 CATCH BA.SIN ,2" (TYP.) NOTES, 1. FUELING FACILITY SHALL BE EQUIPPED WITH A CANOPY TO PREVENT PRECIPITATION FROM REACHING THE CONCRETE SLAB C THE CONTRACTOR SHALL INSTALL OIL STOP VALVE IN ACCORDANCE Pd TH THE MANUFACTURER'S WRITTEN SPECIFICATIONS & RECOMMENDATIONS 4" PVC ASTM D 3034 SDR 35 PIPE FUELING FACILITY CATCH BASIN DETAIL N. T S. WWR 6X6 -W6 X NS CONTINUOUS 6" MIN. OVERLAP AT JOINTS, NO SPLICES ACROSS SAVJGUT JOINTS, SUPPORT OF THE WELDED WIRE REINFORCEMENT SHALL BE WITH CONCRETE BLOCK BAR SUPPORTS W 12 -76 CA. TIE WIRES AT 36" C,C. BOTH WAYS 1 2 "BAR SUPPORT " 3" BAR SUPPORT " . a. —5000 FS1 8° THICK CONCRETE -4" THICK C95 %f. COMPACTED III —' DEPTH TO 959 (MIN.) DENSITY INSTALL 2 N6 BARS _ THICKENED UOUSS ENITHO THE 'HICKENED BOG_ ONLY (OVERLAP 2 BAR DIAMETERS) COMPACT SUBGRAOE 70 959 (MIN.) IN ACCORDANCE WITH ASTM 0 -1457 NOTE: CONTRACTOR SHALL COVER ALL INSTALLED 72 CEMENT CONCRETE FOR A MINIMUM OF SEVEN (7) DAYS W/ 3 MIL BLACK PLASTIC SHEETING CEMENT CONCRETE SLAB DETAIL N. T. S. Civil • Municipal • Geotechnical • Land Surveying SECTION 19, TOWNSHIP 17 NORTH, RANGE 1 EAST, W.M. THURSTON COUNTY, WASHINGTON NN CVx N AN VIEW { u WbN:g DUNDRUp ELEVATION VIEW VortClarexN VCL30 DESIGN NOTES KU)RATFACWa[ITn'O N'�ip9iNewn B9e 6'A693 Yf }OR PEFtMALPE00. \TWO IFIMSTECONgT016EN0EEORATEO SSYNVCNBE ISRMUNAU. TO 'NNNTCLAAIIX yc ADU EI9N E DIN F NO KZEREE.0.9 BB O - £ - t RE' YRE!AP iNEYORr A E:5 ED in'NO NE 3iMMFD Eip..R CduFlDVN qN JVrn3N9,flEA4EC CGA4TM2111MRtOWCSEAEPLYEEM .a a iYOVPtMa[n �I 38" z 38" 1782 z 9141 ACCESS HATCH r +c *uu wammT L.Ywan Ni3 LCWpE 1i BNOPIDPATAWWN t34MIFPNHRTU11ERW.SE `r 1.1, VtRiEBCN - ' D 9[Mm WC W DDIIRTATEUR 6 .DANAM t flML 1. au G V= NN.. MFf SA DOFet CS l MEE M8 8n6LVMIN ..SSV G P N@NATA lE = VRDUrvuw p J N2 ATTB DUN A` RA UNNMEAVP Vra ARASOOmxNNnme9E GAHE ELEVAigNxwMID�Dt6EaTlss. u nttN NOTES A HWERO.%v_' istuTaipeleaOroew ;uti..me.xBCplcceuaN SNExaiITNISONDeNNt `e�BCUxrm eoENCiEaoWD SIGN rVOTVFE�p.NET CWfCtE4 PRWICErI} RV mrxixnOSfi Tx[NwTCV.PE% :: VW SRM..q`r °O'rw mte':±wlnirsitre.`rnE vDUU xw`caBwtRrowAiieiES aiY�rwu +niwX`iO ne YNmwea NHS WrTN NUA MYERTS'INN EURNAMrt+s 3xOrvM. 2" SOH. 40 GALVANIZED STEEL NOTES': 2" SCH. 40 GALV 1. ALL BURIED GALVANIZED PIPE AND FITTINGS SHALL" STEEL PIPE BE WRAPPED Wf PIPE WRAP TAPE ALL GALVANIZED PIPE EMBEDDED IN CONCRETE OR BELOW GRADE GALA. STEEL. BLOCKING SHALL 8E WRAPPED W/ PIPE WRAP TAPE. PIPE WRAP & DOUBLE STAINLESS TAPE SHALL BE PASCO SPECIALTY & MFC. 10 MIL STEEL STRAPS (TYP.) PIPE WRAP OR APPROVED EQUAL ALL PIPE SHALL BE COATED W/ PASCO PIPE PRIMER PRIOR TO TAPE WRAPPING. 2. INSTALL CLEANOUTS AS SHOWN ON THE PLANS H GRADE' 2" 45' PVC ELL 13 BAR EACH L (HUB) - - 4" SEWER LINE � 22" SCH, 4C PVC PIPE 2" x W PVC EE (_ \�2" PVC ADAPTER (HUB x NPT) �-2" SCH. 40 GALVANIZED STEEL 1H" MIN, DIA. 2" 90' ELL -SHORT (HUB) N— CONCRETE OIL STOP VALVE VENT DETAIL N.T.S. 5 3/4" CAST IRON RING AND COVER ADJUST TO FINISH GRADE a I5" Jerome W. 2" SCH. 40 PVC PIPE, \\ PROVIDE SUPPORTS AND BRACES AS REQUIRED 2" ENQUIP OIL STQP ✓ACJE 1700 Cooper Pt. \ 3. SLOPE ALL ASPHALT TO DRAIN AWAY OR APPROVED EQUAL 4 x REDUCER _� FROM EACH CONCRETE SLAB (TYP ) SEE PLAN FOR OIL STOP TE ADAPTERS AS REQUIRED � J VALVE LOCATION U 4" PVC ASTM D 3034 SDR 35 PIPE FUELING FACILITY CATCH BASIN DETAIL N. T S. WWR 6X6 -W6 X NS CONTINUOUS 6" MIN. OVERLAP AT JOINTS, NO SPLICES ACROSS SAVJGUT JOINTS, SUPPORT OF THE WELDED WIRE REINFORCEMENT SHALL BE WITH CONCRETE BLOCK BAR SUPPORTS W 12 -76 CA. TIE WIRES AT 36" C,C. BOTH WAYS 1 2 "BAR SUPPORT " 3" BAR SUPPORT " . a. —5000 FS1 8° THICK CONCRETE -4" THICK C95 %f. COMPACTED III —' DEPTH TO 959 (MIN.) DENSITY INSTALL 2 N6 BARS _ THICKENED UOUSS ENITHO THE 'HICKENED BOG_ ONLY (OVERLAP 2 BAR DIAMETERS) COMPACT SUBGRAOE 70 959 (MIN.) IN ACCORDANCE WITH ASTM 0 -1457 NOTE: CONTRACTOR SHALL COVER ALL INSTALLED 72 CEMENT CONCRETE FOR A MINIMUM OF SEVEN (7) DAYS W/ 3 MIL BLACK PLASTIC SHEETING CEMENT CONCRETE SLAB DETAIL N. T. S. Civil • Municipal • Geotechnical • Land Surveying SECTION 19, TOWNSHIP 17 NORTH, RANGE 1 EAST, W.M. THURSTON COUNTY, WASHINGTON NN CVx N AN VIEW { u WbN:g DUNDRUp ELEVATION VIEW VortClarexN VCL30 DESIGN NOTES KU)RATFACWa[ITn'O N'�ip9iNewn B9e 6'A693 Yf }OR PEFtMALPE00. \TWO IFIMSTECONgT016EN0EEORATEO SSYNVCNBE ISRMUNAU. TO 'NNNTCLAAIIX yc ADU EI9N E DIN F NO KZEREE.0.9 BB O - £ - t RE' YRE!AP iNEYORr A E:5 ED in'NO NE 3iMMFD Eip..R CduFlDVN qN JVrn3N9,flEA4EC CGA4TM2111MRtOWCSEAEPLYEEM .a a iYOVPtMa[n �I 38" z 38" 1782 z 9141 ACCESS HATCH r +c *uu wammT L.Ywan Ni3 LCWpE 1i BNOPIDPATAWWN t34MIFPNHRTU11ERW.SE `r 1.1, VtRiEBCN - ' D 9[Mm WC W DDIIRTATEUR 6 .DANAM t flML 1. au G V= NN.. MFf SA DOFet CS l MEE M8 8n6LVMIN ..SSV G P N@NATA lE = VRDUrvuw p J N2 ATTB DUN A` RA UNNMEAVP Vra ARASOOmxNNnme9E GAHE ELEVAigNxwMID�Dt6EaTlss. u nttN NOTES A HWERO.%v_' istuTaipeleaOroew ;uti..me.xBCplcceuaN SNExaiITNISONDeNNt `e�BCUxrm eoENCiEaoWD SIGN rVOTVFE�p.NET CWfCtE4 PRWICErI} RV mrxixnOSfi Tx[NwTCV.PE% :: VW SRM..q`r °O'rw mte':±wlnirsitre.`rnE vDUU xw`caBwtRrowAiieiES aiY�rwu +niwX`iO ne YNmwea NHS WrTN NUA MYERTS'INN EURNAMrt+s 3xOrvM. 2" SOH. 40 GALVANIZED STEEL NOTES': 2" SCH. 40 GALV 1. ALL BURIED GALVANIZED PIPE AND FITTINGS SHALL" STEEL PIPE BE WRAPPED Wf PIPE WRAP TAPE ALL GALVANIZED PIPE EMBEDDED IN CONCRETE OR BELOW GRADE GALA. STEEL. BLOCKING SHALL 8E WRAPPED W/ PIPE WRAP TAPE. PIPE WRAP & DOUBLE STAINLESS TAPE SHALL BE PASCO SPECIALTY & MFC. 10 MIL STEEL STRAPS (TYP.) PIPE WRAP OR APPROVED EQUAL ALL PIPE SHALL BE COATED W/ PASCO PIPE PRIMER PRIOR TO TAPE WRAPPING. 2. INSTALL CLEANOUTS AS SHOWN ON THE PLANS H GRADE' 2" 45' PVC ELL 13 BAR EACH L (HUB) - - 4" SEWER LINE � 22" SCH, 4C PVC PIPE 2" x W PVC EE (_ \�2" PVC ADAPTER (HUB x NPT) �-2" SCH. 40 GALVANIZED STEEL 1H" MIN, DIA. 2" 90' ELL -SHORT (HUB) N— CONCRETE OIL STOP VALVE VENT DETAIL N.T.S. 5 3/4" CAST IRON RING AND COVER ADJUST TO FINISH GRADE a I5" Jerome W. Morrissette & Associates Inc., P.S. 1700 Cooper Pt. Road S.W. #B -2, Olympia, Wa. 98502-1110 Ph 360.352.9456 Fx 360.352.9990 > '3 " SQUARES SPACED - 314" 'NDICATED - HL 1/8" RAISE - 712" BORDER RING ASSI 72" F IBR1 PACT TRAFFIC RATED CLEAN OUT COVER N. r. S. APPROVED FOR CONSTRUCTION BY: _ DATE: APPROVAL EXPIRES: #3 BAR EAC 43 BAR THIN GRANNO 'NO IIA wiOeWnoN IT CONTAINS IS' HI PNCPERTY OF EIXSDIP, INC. >ND MAY AY RE CDPIEG OR USED DIRECTLY OR INDIRECTLY NR AM PURPOSE SUPER HIAN THU AUTHORIZED IN WRING GY [NOUNP, INC. IN LT PIP- ' OU7TLE —T PIPE Qi BE U I_ 1- I I A 2 2= 16)5 -19JS" DIMENSIONS SHOIVN ARE MINIMUMS H'EQUiREP 0= 4.5" FOR PROPER FLOW CHARACTER!S'ICS OR FOR MANUFACTURING. IF CUSTOMER REQUIRES CHANGE, E= 22 " -26" PLEASE CONTACT ENQUIP,Inc. 21 -24" RATI11RUDNE DLJ(NQ1UGIP], OIL STOP VALVE Re/ P -TRAP & OVERFLOW aBtPNne° Morrisette and Associates p By. C"d 6' . AppN By. f pate Fp'VIRONW NEN EQUIPMENT A (J. ! 5" STONE_ M.0 R. 12'2 3319V LB P.D. Boz 589 Tn1ea Okl homa 74101 5 Ie Jah N pmwln ea. R v 0 NO 5 -1212 07, DSVPTCB sm q or I ONE ,�,} 8AR HOOP FOR 6'" HEIGHT INCREMENT (SPpCEO EQUALLY) RECTANGULAR ADJUSTMENT SECTION PRECAST BASE SECTION TYPE 1 CA NOTf- THE CONTRACTOR SHALL COORDINATE Wl TH OWNER TEMPORARY SHUT DOWN OF SANITARY DEFACE 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 'ME DURATIDA+ OF THE SERVICE OUTAGE AT THE CON'TRACTOR'S SOLE EXPENSE AND NO SEPARATE COMPENSATION BE ALLOWED THEREFORE CONSTRUCTION AS SHOWN ON CLEANOUT DETAIL THIS SHEET -4" PVC 22.5' BEND -4" PVC ASTIR 03034 SDR 35 P'PE 6" SEWER MAIN 11- \� SECTION VIEW N.ZS CALL BEFORE YOU DIG: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UilLITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT i- 800- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY CONSTRUCTION. PIPE AI_L- OWANCES MAXIMUM PIPE MATERIAL INSIDE IFINFEARCED OR DIAMETER PLAIN coAlcftETF j ALL METAL PIPE 75" CPSSP* �- 12 (STD. SPEC. 9 -0520) SOLID WALL PVC - 15 sr0. SPEC. s- os72(1)) PROFILE WALL PVC 15., 1 L(Rr0 SPEC. 9 -DS iz(2)) «CUHHUGA If POL TL "I RtlVt STORM SEWER PPE H BASIN DETAIL N. 7. S. 4" PVC ASTM D3034 SDR 35 PIPE EXISTING SANITARY— SEWER MAIN I -ST7AE VJATTLF W/ Z 2 STAKES SURFACE 36 0 C. FLOW STRAW WATTLE DETAIL N. T. S. CARSON L SERIES - MODEL 970 (ROUND) E LIGHT DUTY HAND HOLE OR APPROVED EQUAL ADJUST TO FINISHED GRADE THREADED PLUG - W /PIPE JOINT COMPOUND SEAL W/ SILICONE OR APPROVED EQUAL SEALER FM1SSy ED s=onE / CLUED CAF VARItS i BACK 9AGKFILL PER YELM'S TRENCH BA; ^,KFILL DETAIL CLEANOUT DETAIL IN NON -PAVED AREAS Y�EXISPCC SANITARY 1 SEWER MAIN II INSTALL PVC COOPER OR THREADED PLUG -\ APPROVED EQUAL W /PIPE JOINT T COMPOUND \ UJSTALL 6" SPOOL I � L OF PVC PIPE SEAL W/ SILICONE — OR APPROVED EQUAL SEALER �ING7ALL 6 "x4'" 4S WYE NOTE. AWED FITTINGS ALLOWED WILL NO7 BE ALLOWED CONNECTION TO EXISTING SANITARY SERVICE= LINE DETAIL N.TS. — — -- N'T'S - -RECESSED HANDLE FIT COVER i 6.75' ' j INLAND F GiINDRY #247 / VALVE a X OR APPROVED -EQUAL ` GRADE SLOPE -CLUED CA= 02FT /FT MIN NOTE. BACKFILL PER YELM'S TRENCH BACKFILL DETAIL CLEANOUT DETAIL IN PAVED AREAS N. T S. z -1 � �a E N > '3 O J � J U O Q Ll • y z s V) o �[ t U_ LU J_ w z O O U-1 0 z Q O 0 J O I-- z O O N O w U-1 w O Q (K0 z J w LL_ LU W U U') ON Qz � U L1_J U r Oy CU OD c. L Project: 2010.16 Drawn: ,J � Iz Sheet Cl .2 W 3 a L d 0 0 rn m �I 0 0 H SECTION 19, TOWNSHIP 17 NORTH, RANGE 1 EAST, W.M. THURSTON COUNTY, WASHINGTON Civil • Municipal • Geotechnical • Land Surveying APPROVED FOR CONSTRUCTION BY: DATE: �EVELOPMI Jerome W. Morrissette & Associates Inc., P.S. APPROVAL XPI 1700 Cooper Pt. Road S.W. #B -2, Olympia, Wa. 98502 -1110 Ph 360.352.9456 Fx 360.352.9990 E RES: 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 7- 800 - 424 - -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY CONSTRUCTION, z� a �T i_U a Q r GENERAL NOTES: EROSION CONTROL_ CENERAL NOTES SANITARY SEWER ta47N: 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY OF YELM STANDARDS c AND THE 2010 STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL i. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY a CONSTRUCTION (WSDOT /APWA) OF YELM STANDARDS ANN THE 2010 STATE OF WASHINGTON STANDARD V) ' ^) SPECIFICATIONS FJR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION L z (WSDOT /APWA). 2 TEMPORARY EROSION /WATER POLLUTION MEASURES SHALL BE REQUIRED IN ACCORDANCE WITH SECTION O :D 7 -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 I I OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 3. PROPONENT SHALL COMPLY WITH ALL OTHER PERMITS AND OTHER REQUIREMENTS OF THE GOVERNING M LLJ AUIHORITY OR AGENCY. 3. IF CONSTRUCTION IS TO TAKE PLACE IN THE COUNTY RIGHT -OF -WAY, THE z 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 APPROVALS AND PERMITS. U ACTIVITIES, W 4. A PRECONSTRUCTION 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 N PRIOR TO THE START OF CONSTRUCTION. PL NTED THE JURISDICTION AND OWNER. FOR SI'(FS WHERE GRASS HAS BEEN PLANTED THROUGH HYDROSEE "JING, THE z z 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 O UNLESS OTHERWISE APPROVED BY THE JURISDICTION, OWNER, AND ENGINEER. U ADVANCE OF A TAP CONNECTION TO AN EXISTING MAIN. A CITY 6. ALL EROSION CONTROL AND STORMWATER FACILITIES SHALL BE REGULARLY INSPECTED AND MAINTAINED BY z REPRESENTATIVE SHALL BE PRESENT AT THE TIME OF THE TAP. C) THE CONTRACTOR DURING THE CONSTRUCTION PHASE OF DEVELOPMENT. 6. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND 7 THE CONTRACTOR SHALL RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTION OF ALL EXISTING UTILITIES, THE CONTRACTOR SHALL VERIFY ALL PROTECTIVE EQUIPMENT, LA RS, AND ANY OTHER NEEDED ACTIONS TD PROTECT THE LIFE, HEALTH, AND O UTILITY LOCATONS PRIOR TO CONSTRUCTION BY CALLING THE � AND T SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK 0 UNDERGROUND LOCATE LINE AT 1- 800- 424 -5555 A MINIMUM OF 48 � COVERED BY THE CONTRACT ANY WORK WITHIN THE TRAVELED RIGHT -OF -WAY THAT MAY INTERRUPT NORMAL (D HOURS PRIOR TO ANY EXCAVATION. (J-) TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGED FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE CURRENT WSOOT STANDARD SPECIFICATIONS FOR TRAFFIC CONTROL SHALL APPLY. 7. SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SOR 35 WITH P_EXIRLE CASKETED OR SOLVENT WELD JOINTS. 8, IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND OTHER RELATED OR REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION IN THE JUR60iCTQN'S RIGHT -(,F -WAY. IT SHALL ALSO 8. ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL OTHER REQUIRED PERMITS PRIOR TO ANY TRACER TAPE, INSTALLED 12° TO 18" UNDER THE PROPOSED SUBGRADE. CONSTRUCTION. THE MARKER SHALL. BE PLASTIC NON - BIODEGRADABLE, METAL CORE OR BACKING MARKED "SEWER" WHICH CAN BE DETECTED BY A STANDARD 9, NO FINAL CUT OR FILL SLOPE SHALL EXCEED TWO (2) HORIZONTAL TO ONE (i) VERTICAL WITHOUT METAL DETECTOR. IN ADDITION, STEP SYSTEMS AND FORCE MAINS SHALL STABILIZATION BY ROCKERY OR BY A STRUCTURAL RETAINING WALL AND AS APPROVED BY THE ENGINEER, BE INSTALLED WITH 14 GAUGE OF DIRECT BURY COPPER WIRE WRAPPED AROUND ALL PLASTIC PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY. TAPE SHALL BE TERRA TAPE "0" 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 BURIES POWER FOR STEP SYSTEMS SHALL BE INSTALLED WITH 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. "POWER." BACKING MARKED TAPE SHALL BE FURNISHED BY CONTRACTOR. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OEWA7ERING IN AREAS OF HIGH GROUND WAVER, 10. BEDDING OF THE SEWER MAIN AND COMPACTION OF THE BACKFILL MATERIAL SHALL BE REQUIRED IN ACCORDANCE WITH THE ABOVE MENTIONED SPECIFICATION (SEE NOTE I)- GENERAL NOTES SEEDING H. TEMPORARY STREET PATCHING SHALL BE ALLOWED FOR AS APPROVED BY 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 2 -INCH MINIMUM ASPHALT 2 SEE BEDS PLANTED BETWEEN MAY 1 AND OCTOBER 31 WILL REQUIRE IRRIGATION AND OTHER MAINTENANCE AS CONCRETE COLD MIX. CONTRACTOR SHALL BE RESPONSIBLE FOR NECESSARY TO FOSTER AND PROTECT THE ROOT STRUCTURE MAINTENANCE AS R.`QH!9ED. 3. FOR SEED BEDS PLANTED BETWEEN OCTOBER 31 AND APRIL 30, ARMORING OF THE SEED BED WILL BE 12. EROSION CONTROL MEASURES SHALL BE TAKEN BY THE CONTRACTOR 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- REFERENCE0 SPECIFICATION FOR TESTING WATER MAINS GENERAL NOTES. SOILS (SEE NOTE 1). IN ADDITION, ALL STEP MAINS SHALL BE P)GGED /CLEANED IN 1. STOCKPILES STALL BE STABILIZED (WITH PLASTIC COVERING OR OTHER APPROVED DEVICE) DAILY BETWEEN THE PRESENCE OF THE CITY INSPECTOR PRIOR TO PLACING STEP MAIN IN SERVICE, NOVEMBER 7 AND MARCH 31 AND WHEN REQUESTED BY THE ENGINEER. Z IN ANY ANY SEASON, SEDIMENT LEACHING FROM STOCKPILES MUST BE POSITIVELY PREVIEW ED. "ED. 7 PRIOR TO BACSFILL ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE CITY OF YELM. APPROVAL SHALL NOT RELIEVE THE FOR CORRECTION OF ANY DEFICIENCIES AND /OR FAILURES' AS 3 TOPSOIL SHALL BE PLACED WHILE IN A FROZEN MUDDY CONDITION, WHEN THE SUBGRADE IS EXCESSIVELY .Y DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS. IT SHALL BE CON SE WET, OR WHEN CONDITIONS EXIST THAT MAY OTHERWISE 9E DETRIMENTAL TO PROPER GRADING OR PROPOSED 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 PUMP APPROVAL PLAN. 78. CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REMOTE 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 85031 -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 70 PERCENT 92 90 HOUR NOTICE TO THE SEWER DEPARTMENT IS REQUIRED PRIOR TO THE ANNUAL RYE (LOLIUM 40 PERCENT 98 90 INSPECTION. MULTIFLORUM) ITEMS NEEDING INSPECTIONS ARE: CHEMNGS FESCUE 40 PERCENT 57 80 A) TANK INSTALLATION, IE BEDDING AND LOCATION (FESTUCA RUBA COMMUTATA) B) TANK INFILTRATION, EXFILTRATIDN TEST (JAMESTOWN, BANNER, SHADOW, C) S.S. PRESSURE TEST OR BORST) 0) SERVICE LINE PRESSURE VEST E) FINAL INSPECTION 27, ALL LUMBER (PLYWOOD, ETC.) USED TO MOUNT EITHER PUMP CONTROL GENERAL, NOTES: CONSTRUCTION: PANEL OR POWER METER MUST BE PRESSURE TREATED, L ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY OF YELM STANDARDS AND THE 2070 STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION {V✓SDOF /APWA). CATCH HASIN INSTALLATION NOTES' 2, THE CONTRACTOR WALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL IN ACCORDANCE WITH THE i. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN IN THE PRECAST BASE DEPARTMENT OF TRANSPORTATION MANUAL ON UNIFORM TRAFFIC CONTROL DEWCES PRIOR PRIOR SECTION, FIBERS (PLACED ACCORDING TO THE STANDARD SPECIFICATIONS), OR WIRE TO DISRUPTION OF ANY TRAFFIC, TRAFFIC CONTROL PLANS WILL BE PREPARED AND SUBMITTED TD THE ED AND SUBMITTED MESH HAVE, A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT SHALL BE USED CIT" FOR APPROVAL. NO WORK WILL COMMENCE UNTIL ALL APPROVED TRAFFIC CONTROL IS IN PLACE WITH THE MINIMUM REQUIRED DEBAR SHOWN IN THE ALTERNATIVE PRECAST BASE 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 °. AND TACKED WITH ASPHALT EMULSION TYPE C55 -1 IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. 2, THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 20 KNOCKOUTS SHALL 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 SAW CUT LOCATION AND THE JOINT SEALED WITH GRADE AR -40DOW PAVING ASPHALT MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE AFTER THE PIPE IS INSTALLED, FILL THE- GAP WITH JOINT MORTAR IN ACCORDANCE WITH 4. SUBGRADE INSPECTION BY THE CITY OF YELM IS REQUIRED BEFORE INSTALLING ASPHALT STANDARD SPECIFICATION 5 -04.3. 5, COMPACTION OF SUBGRADE, ROCK, AND ASPHALT WILL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST PIPE INVERT' SHALT_ 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. ALI. PICKUP HOLES SHALL BE GROUTED FULL AFTER THE BASIN HAS BEEN INSTALLED. Civil • Municipal • Geotechnical • Land Surveying APPROVED FOR CONSTRUCTION BY: DATE: �EVELOPMI Jerome W. Morrissette & Associates Inc., P.S. APPROVAL XPI 1700 Cooper Pt. Road S.W. #B -2, Olympia, Wa. 98502 -1110 Ph 360.352.9456 Fx 360.352.9990 E RES: 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 7- 800 - 424 - -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY CONSTRUCTION, z� a �T i_U a Q r U ll • y tn" L O > n c I° a j'- V) ' ^) 0 L z C V w U ll • y tn" Project: 2010 -16 Drawn Sheet: C1.3 L O j'- V) 0 z W w O :D z U.- I I Q ry M LLJ W z Z W L.LJ U W z 0 0o N z z J Q rt O U Lij z n' C) O O z O 0 � Cn 0 0 � (D W (J-) >- Project: 2010 -16 Drawn Sheet: C1.3 FUTURE PROPERTY AQUISITION G Y 8 it E d it E s F L` C FL � \ Z ci 0 I a �VRO WETLANDS I & 2 CATEGORY III �- �. a 80' BUFFER q _A AAA Qq 150 RIPARIAN MANAGEMENT BUFFER ZONE irCk ty (o Z � p 507 J3 r� ,vA��\ \ U_ �/��\ >. �, A v r A � vvv v�?9 \�+ ♦ � Vi I IT , U-i SCALE: NTS ,� vvv , °0.. v w v EDGE OF ASPHALT vv �I fhVA� ��'� �` VA, ) \ V� v -� V 1, I P� v� �♦ vA A VA YELM GREEK AREA OFNEW WORK v� \ vv �, Z FU SEE ELING STATION/ I O �T���� - L — — — -J I- 5� STEPTANKS\ N /I T1 EDGE OF ASPHALT LJJ EXISTING LANDSCAPE BUFFER iy ,vvvv d o Lu N , v Z 1 / •/�� – v vv �� A I/ r W EDGE OF ASPHALT �8 v � ,1 c, �°'.� v ,-,F ado �II A -T A Z N O P C, VTY - �- LTA ,� A �/ V_ G G2 OV ' � �G O (I , / / O \ Q � V LTo 0 \ S I i � � o �° NV O Q � C� � �V r I �� - _q_� I , SNP J .� 0 ��`E 0 P �� a W m LLI �� �, v� ��- A �5¢ -331 - 5 V A °� �o O ��i:� \ V J —3333 T OLT EXISTING LIGHT POLE W F" EXISTING FIRE HYDRANT c��� �✓ � �. � o � d ®�'+� � �� , 0 ,09,0'0 - 338_ /0\ _- F � V REMOVE NEW EXISTING EC VIALT PAVING AND SAWCUT LINE -SEE CIVIL FOR EXTENT OF ASPHALT REPLACEMENT SITE ADDRESS CODES 406 Railroad Street 2009 INTERNATIONAL BUILDING CODE W/ Yelm, WA 98597 WASHINGTON STATE AMENDMENTS PARCEL NUMBER(S) 2009 INTERNATIONAL FIRE CODE 22719310100 22719310300 2009 INTERNATIONAL MECHANICAL. CODE 22719310301 22719310200 2009 INTERNATIONAL PLUMBING CODE W/ WASHINGTON STATE AMENDMENTS BARRIER FREE - INTERNATIONAL CODE COUNCIL - ANSI STANDARD 1 17.1 OVERALL SITE 1925 REGISTERED ARCHITECT R YM A . MOW ST EOF WASHINGTON Project: 2010 -16 Drawn: iM. PERMIT 1/9/13 Sheet: A1.00 I E F r L 1 1/2' MTL. TYP. REFLECTED CEILING PLAN SCALE: 1/4" = 1' -0'' wvr FLAN SCALE: 1/4" = 1' -0" CLEARANCE — +13' -8" AFF TOP OF STEEL FINISHED GRADE 4 20,000 GALLON ' FUEL TANK (OFOI) v� 1 BOLLARDS, TYP A 1.07 / CONCRETE TANK FOUNDATION 0 — • — • — .— .— .— •— •— •— • —• —. —. .� —�- STEP TANK i CONTROL PANEL �- i r,t — r U b 3'01 ocd _ I P A, 2D,000 GALLON TWO CELL UGp .DECKING OU DATION TANK \ - \ - -/ _ - / \ __ -- r (10,000 REG. / 10,000 GALLON DIESEL) W' ' ECONDARY CONTAINMENT 8 STAGE 1 r CONCRETE TANK EDGE OF ASPHALT I STAE 2 VAPOR RECOVERY (OFOI) GAS FILL W STAGE I FOUNDATION —EX. BOLLARDS -A-- -- -- - -- -- �r ,- - - - _ - -- VAPOR - A-S- R (O- F O 777 F ' '�7 i r UT ° F (OFOI) 'Z/ / BOLLARD TYP. A RT P / I V / P V -1 ; S � (�TOF I/ / �q 20 Es DO4 F 1 . /, ACC S$ LADE' OFOI o J Q, ®0� rH NORTH 12 2 F__ / IES /, it // •// % ��' � / �/ / /,- -- / A /% '', �UNCEAD D/ u,ELPUna�joF' /SPLF,r�B K /' / L I __ —_ — —_ - -.__V / CAR Ap/�R OI)/ i - -- - -- - - DI SELFUeL�MP a) / / V _ / Sl �A10'%/// — ry-c,?. �--- '7y:'� ,G `, >_ �'SEEj 8'r0�'� i /� ��/ / / / I'FX',,'/ ��` / 2'p,RADII /A107r /� // / v- / / A z o ap�A D T P� ° / - / , ' -' / -g LL/ WY OTIE ATIOM SIG/ / _ // /� /�/ 7 X4401 DRAfN C _6 4 'AL' • ,j '/ WAT SEP,4RAT,Ck THST /YgNK , R' FS ,U'CTU TY / a / / / NE sPH" T -SEE CIVIL FOR SEWER & OIL WATER SEPARATOR WORK, TYP. / ENLARGED ISLAND FUEL PLAN I 1 /2" MTL. DECKING LEGEND GENERAL NOTES I NORTH NEW CONCRETE PAD -SEE CIVIL SCALE: 1/4" = 1' -0" NEW ASPHALT - SEE CIVIL FOR EXTE 1. (OFOI) FUEL DISPENSING SYSTEM -The owner, by way of a vendor, shall supply for the contractor a complete fuel dispensing systems, that includes the tank, piping, fuel dispensing systems, vapor recovery systems, NT vent protection, mounting devices, code required signage, and all other components required for a fully compliant and operation system whether all components are specified / shown or not. 2. (OFOT TANK - Tank shall be an aggregate 20,000 gallon above ground tank provide 10,000 gallons of class II diesel and 10,000 gallons of class I vehicle fuel. Tanks shall have the following: Stage I and Stage II vapor recovery systems, E) 6" DIA, STL. BOLLARD, SEE 1 U.N.O. 3. integral secondary containment, mounting saddles. See specifications for additional information. Minimum UL 2085 (built and (labeled), UL 142 (built and labeled),STI -941 F (built and labeled( and meeting all 2009 IBC and PC requirements. 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 A1.07 of minimum provide 115 at 14" on center top and bottom each way for the slab minimum. AT the top and bottom mat, maintain 2" and 3" clearance respectively, The slab shall have a minimum concrete strength of Pc = 4000 psi. Design the 10 LB. TYPE 2 A:20 -B:C foundation for an allowable soil bearing pressure of 2000 psf and 0.35 sliding friction coefficient. ❑FX FIRE EXTINGUISHER (EX) BRACKET 4. See civil for asphalt paving, concrete paving and sanitary sewer work. MOUNT ® 4' -6'TOP OF FX 5. See structural for canopy structure and foundation. 6. Coordinate with Owner on access and work on site. 7. (OFO) Card Reader- Install existing Petrovend 16800 Automated Fueling System, 8. All work not specifically noted as OFOI shall be provided by the contractor. 4x4 BRACE ___BUS OUTLINE (NIC) I JAU ' NE SANITARY SEWER STRUCTURE •CONC_ (ASPHALT SEE CIVIL SEE CIVIL SEE CIVIL SIDE ELEVATION SCALE: 1/4" = 1' -0" DIESEL FUEL PUMP (OFOI) I /2 CARD READER (OFOI) I " MTL DECKING --� UNLEADED FUEL PUMP (OFOI) FUELING TANK - -- (OFOI) � I - - I6x6 SO. TUBE, TYP.— DIESEL FUEL PUMP (OFOI)— I I ❑ I I I - t- - — - - - - — — — — — — -- �- I i Ij G BOLLARD, TYP. FRONT ELEVATION SCALE: 1/4" = 1' -0" Z 2010 -16 ;e JM. PERMIT 1/9/13 LU ° Q E3 N ZN > O0 d o E O a O^ U U � •U O V EL �o 0 Oo 0 lJ N N_ 00 . N Z uj 0 lL V) o e f� U-i Q CL Z w W 1- Z LLJ Q LU �Z Q O V) ; 24 GA. PRE - FINISHED FLASHING 2' -0" 5 7/8" HSS 5x5x3/I6 - PT 3/8" END CAP - PT ROOF- DTL.dwg 5'x 5' BOX GUTTER 4'x 3 1 /2" DOWNSPOUT EAVE- DTL.dwg 24 GA, PREFINISHED FLASHING 11 /2 "h 24 GA. PRE- FINISH MTL. ROOF HSS 6x6x3 /8 -PT ROOF DETAIL r Scale; 3" = 1' -0" 20 GA. PRE - FINISHED 3/8" HEM EAVE DETAIL Scale: 1 1/2" = 1' -0" TYP. 24 GA. PREFINISHED FLASHING ° o0 6° HEM RIDGE- DTL.dwg RIDGE DETAIL Scale: 1 1/2" = 1' -0" BOLLARD.dwg I I • 6 "0 TUBE STEEL POST PAINT YELLOW, TYP. TE FILL ISLAND PARKING LOT • 18 "0 CONC. FOOTING BOLLARD DETAIL , Scale: 1" = 1' -0" Z Uv J m J P U-1 Q c 3 \ m / 'o E E O o 0 u u a �o V 0 0 U M d� w .� Z N r 0 w Y � LLJ FUELING STATION ISLAND, BROOM FINISH #4 C 18" LAP — #4 CONT. 1 /2" RADIUS �I q ASPHALT OR CONCRETE [—.—ASPHALT a I a III 1 III- —PAINT FACE OF CURB YELLOW #4@24 >� . #4 CONT. ISLAND.dwg ISLAND DETAIL 2 Scale: V) J Q uJ W ' Z I I' -6 V -- O METAL ROOF 72 V Q A1.07 '1 2 i�. I 4 6 J A1.07 W A1.07 :D i LL O HSS 5x5x3/8 MID BRACE HISS 4x4x1/4 4 "x 3 1/2" D.S. SPLASH PAN SEE A1.07 HSS 8x8xl /2 OUTLINE OF FUEL PUMP BOLLARD, SEE G A1.07 CL OF COLUMN & FOOTING EACH WAY T..0 � ASPHALT PATCH BASE PLATE SEE STRUCT. V NON -SHRINK GROUT d'r — CONCRETE FOOTING SEE STRUCT. NOTE: ENTIRE STEEL STRUCTURE TO BE PAINTED, TYP. SECTION l.dwg SECTION Scale: 1/2" = 1 I•\ Q V) Z I W H LL Lu w U V) O� Q Z ry U W n Q Oo Ou CIL LO V 7525 REGISTERED ARCHITECT RA MONDC.MOW sTA OF WASHINGTON Project: 2010 -16 Drawn: JM. PERMIT 1/9/13 Sheet: A1.07 tl 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 NOTES 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 PROCEEDING 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 RESPONSIBILITY OF THE GENERAL CONTRACTOR. THIS RESPONSIBILITY INCLUDES BUT IS NOT LIMITED TO JOB SITE SAFETY; ERECTION MEANS, METHODS, AND SEQUENCES; TEMPORARY SHORING, FORMWORK, BRACING; USE OF EQUIPMENT AND CONSTRUCTION PROCEDURES. PROVIDE ADEQUATE RESISTANCE TO LOADS ON THE STRUCTURES DURING CONSTRUCTION PER SEI /ASCE STANDARD N0. 37 -02 "DESIGN LOADS 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'S 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, `-LAB 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 PRODUC-TION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN eons ARCHITECTURAL AND STRUCTURAL DRAWINGS. DESIGN CRITERIA AREA DESIGN DEAD LIVE LOAD AGGREGATE LOAD DESIGN `'c (PSI) CANOPY 15 PST 25 PSF LATERAL FORCES LATERAL FORCES ARE TRANSMITTED BY DIAPHRAGM ACTION OF ROOF TO MOMENT FRAME. LOAD'S 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. WIND: THE BUILDING MEETS THE CRITERIA TO USE THE "METHOD 1 - SIMPLIFIED PROCEDURE" PER 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 IMPORTANCE FACTOR, Ie = 1.0 OCCUPANCY BUILDING CATEGORY PER TABLE 1 -1 = II SPECTRAL RESPONSE ACCELERATIONS Ss = 1.14 Si = 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 o 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 E ATTACHMENTS SHALL CONFORM TO NFPA PAMPHLET 13. i FOUNDATION DESIGN CRITERIA: SOIL BEARING PRESSURE: 1500 PST (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. N0. 200 SIEVE WITH A MAXIMUM DUST RATIO % PASSING U.S. NO. 40 SIEVE = 2/3 MAX. 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, REPAR 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 -1/2 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 257. BY WEIGHT OF TOTAL CEMENTI FICUS 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. SEISMIC: (ASCE 7 -05) V = CsW AGGREGATE TEM DESIGN `'c (PSI) N WHERE Cs = SOS WITH o (T e-) ASTM #3 2 0" RATIO AASHTO Cs MINIMUM = 0.01 G; OR ALL OTHER CONCRETE z Cs MINIMUM = 0.5S1 FOR Sl > 0.6g _ " -- R F .. - Ie m - S m o a Cs MAXIMUM = T(Ie) FOR T S TL N 0 _ OR SD1TL Cs MAXIMUM = T2(R) FORT > TL 0 SEISMIC IMPORTANCE FACTOR, Ie = 1.0 OCCUPANCY BUILDING CATEGORY PER TABLE 1 -1 = II SPECTRAL RESPONSE ACCELERATIONS Ss = 1.14 Si = 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 o 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 E ATTACHMENTS SHALL CONFORM TO NFPA PAMPHLET 13. i FOUNDATION DESIGN CRITERIA: SOIL BEARING PRESSURE: 1500 PST (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. N0. 200 SIEVE WITH A MAXIMUM DUST RATIO % PASSING U.S. NO. 40 SIEVE = 2/3 MAX. 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, REPAR 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 -1/2 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 257. BY WEIGHT OF TOTAL CEMENTI FICUS 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 SHALL 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 50 TYPICAL UNLESS NOTED OTHERWISE. DETAIL FABRICATE AND PLACE PER ACI 315 AND ACI 318. REINFORCING SPLICE AND DEVELOPMENT LENGTH SCHEDULE Fy-60 KSI (UNLESS NOTED OTHERWISE) SHALL BE RESPONSIBLE MAX. AGGREGATE TEM DESIGN `'c (PSI) W/C GRADING OTHER BARS (AT 28 DAYS U.N.O.) OTHER BARS ASTM #3 2 0" RATIO 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 SHALL 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 50 TYPICAL UNLESS NOTED OTHERWISE. DETAIL FABRICATE AND PLACE PER ACI 315 AND ACI 318. REINFORCING SPLICE AND DEVELOPMENT LENGTH SCHEDULE Fy-60 KSI (UNLESS NOTED OTHERWISE) SHALL BE RESPONSIBLE BAR MINIMUM LAP SPLICE LENGTHIS ("Ls ") ! MINIMUM DEVELOPMENT LENGTHS ( "Ld ") MINIMUM ,EMBEDMENT LENGTH SIZE TOP BARS (1) OTHER BARS TOP BARS (1) OTHER BARS FOR STANDARD END HOOKS ( "Ldh ") #3 2 0" 6" 1 6" 1' 3" FOR THE COMPLIANCE WITH ALL CURRENT OSHA #44 2'-8" 2'-0" -2 -0" V-7" 0,_9„ _ " -- -- F .. - toll5 - - - 3 -1" _ 2 -4" 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 EXPOSED 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, FRICTION ANGLES, LIFT HOLES, AND OTHER AIDES, WELDING PROCEDURES, REQUIRED ROOT OPENINGS, ROOT FACE DIMENSIONS, GROOVE ANGLES, BACKING BARS. WELD EXTENSION TABS, COPES, SURF ACE ROUGHNESS VALUES AND TAPERS OF UNEQUAL PARTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLIANCE WITH ALL CURRENT OSHA REQUIREMENTS. u° U C `.J U 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.L 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 E3E 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 "DAMB" OR "END DAMS" SHALL NOT BE USED. THE PROCESS CONSUMABLES FOR ALI_ 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 FOLLOWS: GRAVITY FRAME WELD 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. ALL 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. Project: 2010 -16 Drawn: MCS m3 pm Structural Solutions sheet: 811 First Avenue, Suite 620 Seattle, Washington 95104 tat: • O �: 20&292.5076 \J 1280 PacificAvenue, Suite 701 Tacoma, Washington 98402 teL 253.383.2797 Z O W `3 1 Q 0 °° u° U C `.J U O L �° W N O F .. y • Z N 0 _ N 0 N _Z U' J 0a ED W on Project: 2010 -16 Drawn: MCS m3 pm Structural Solutions sheet: 811 First Avenue, Suite 620 Seattle, Washington 95104 tat: • O �: 20&292.5076 \J 1280 PacificAvenue, Suite 701 Tacoma, Washington 98402 teL 253.383.2797 Z O Q U LL__ O W N 0 _Z J ED on O w Q d LU F- Z w CN U o N Z Z O } F_ QN ,U O Cieo Z w _ O Q � oe (J w OL') Z cx- E rW^ V N Project: 2010 -16 Drawn: MCS m3 pm Structural Solutions sheet: 811 First Avenue, Suite 620 Seattle, Washington 95104 tat: • O �: 20&292.5076 \J 1280 PacificAvenue, Suite 701 Tacoma, Washington 98402 teL 253.383.2797 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 ANID 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 WITH 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 DECK, 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 PRIOR 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 OF 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 OFFICIAL 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: SI 'o z d 0 .. 0 E w STATEMENT VERIFICATION AND INSPECTION CONTINUOUS PERIODIC COMMENTS OF SYSTEM SPECIAL SOILS INSPECTIONS: IBC 1704.7 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 SOILS VERIFY MATERIALS BELOW FOOTINGS ARE IBC 1704.7 ADEQUATE TO ACHIEVE THE DESIGN BEARING X CAPACITY _ VERIFY EXCAVATIONS ARE EXTENDED TO PROPER X DEPTH AND HAVE REACHED PROPER MATERIAL PERFORM CLASSIFICATION AND TESTING OF CONTROLLED FILL MATERIALS X - - - -� VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND X COMPACTION OF COMPACTED FILL PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SUBGRADE AND VERIFY THAT SITE HAS X BEEN PREPARED PROPERLY CONCRETE REINFORCING STEEL AND PLACEMENT X 'ACI 318:3.5,7.1 -7.7 IBC 1913.4_____ BOLTS TO BE INSTALLED IN CONCRETE —PRIOR TO ACI 318: 8.1.3, 21.2.8 AND DURING PLACEMENT OF CONCRETE X IBC 1911.5, 1912.1 ACI 318: 3.8.6, 8.1.3, 21.2.8 CHORS INSTALLED IN HARDENED CONCRETE X IBC 1912.1 ACI 318, CH4,5.2 -5.4 FVER IF Y USE OF REQUIRED DESIGN MIX X IBC 1904.2.2, 1913.2, 1913.3 SAMPLING OF FRESH CONCRETE, SLUMP TEST, ASTM C172, C31 AIR CONTENT, TEMPERATURE OF CONCRETE AT X ACI 318:5.5, 5.8 TIME OF MAKING SPECIMENS IBC 1913_10 CONCRETE AND SHOTCRETE PLACEMENT FOR ACI 318:5.9, 55.10 PROPER APPLICATION X IBC 1913.6, 1913.7, 1913.8 INSPECTION FOR APPLICATION AND MAINTENANCE ACI 318:5.11 =5.13 OF SPECIFIED CURING TEMPERATURE AND X IBC 1913.9 TECHNIQUES STEEL MATERIAL VERIFICATION OF STRUCTURAL STEEL MANUFACTURER TO PROVIDE AISC 360, SECTION M5.5 CONSTRUCTION AND 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 IC. MANUFACTURER'S CERTIFIED MILL TEST X REPORTS MATERIAL VERIFICATION OF WELD FILLER MANUFACTURER TO PROVIDE AISC 360, SECTION A3.5 MATERIALS CERTIFICATE OF COMPLIANCE AND APPLICAB!. ^F AWS AS A. IDENTIFICATION MARKINGS TO CONFORM TO X DOCUMENTS 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 S 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 IBC 1710. STRUCTURAL OBSERVATION SHALL BE PERFORMED AS FOLLOWS: PERIODIC VISUAL OBSERVATION OF STRUCTURAL SYSTEMS FOR GENERAL CONFORMANCE TO CONSTRUCTION DOCUMENTS AT SIGNIFICANT CONSTRUCTION STAGES. s REVIEW OF TESTING AND INSPECTION REPORTS. s 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 REQUIFREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTION. m3 FC'Sh Structural Solutions 811 Fint Avenue, Suite 620 Seattle, Washington 98104 ml: 206.292.5076 1250 PacflicAvenue, Suite 701 Tacoma, Washington 98402 td: 253.383.2797 z w w ,0 V U R • Z 0 N U 0 w H 0 J Q W Z w u U J � d Q �3 O ° U ° � O C � O r U W y m N M 0 I Q U LL__ 0 0 w N Z_ J m w Q S CL. Oe w f— Z w 04 N Z Z � 0 } LU o— O OO � U 0(/) E N GO >_ Project: 2010 -16 Drawn: MCS Sheet: S1.02 I s I 0 Z 0 N rJ H555x5x3/I6 ---1 PER ARGH. FOR SEE �--_H554x4x1/4 2 LAYOUT BRACE PER 54.04 FINISH GRADE --) NOTE: PROVIDE 20 GA TYPE "B" j ITMETAL DECK - ATTACH TO STEEL 5UPPORT5 W/ 6ALV. #14 TEK 5GREW5 }N/ NEOPRENE IAA5HER5 - W/ (5) FASTENER PATTERN AT SUPPORTS AND L JI BUTTON PUNGH AT 24" O.G. Z SECTION 04 1/4" =1' -O" 2' -6"0 AIL NO 5GALE 9 T 3/8 "x3 "0" I-v2" BASE FL' kv (8) IIj"(p THREADED RODS - EMBED 36" MIN. DBL. NUT $ 318 "0"x3" IE YJA5HER - STAKE THREAD5 H556xbx3/8 DETAIL DETAIL_ NO SCALE 04 NO SCALE F TIES 0 2' -0" TOP Q 6" FHEREAr-TER 2„ GAR, H55bxbx3 /8 r4`� DETAIL 4.04 NO SCALE 5x5x3 /I6 - -- V. PER 04 xbx3 /8 iv 318" GAP EA. END xbxl /2 3 "x9"xG" Z Oe w O (D U C, • O V) U LU �Q E� O UE Co 0� O L w � m a Project: 2010 -16 Drawn: BAH Em pm Structural Solutions Sheet: 811 First Avenue, Suite 620 Seattle, 0. Washington 98104 Z O 1250 PacificAvenue, Suite 701 Tawma, Washington 98402 Q te1: 253.383.2797 U LL- 0 W N Z_ J_ m O W t/) Q S tY w F- -Z: w C7 N Z° Z Z O < N W Cie 0 tL W _ CI-O >- O O CL �— -r- 0 cl:t U Z C N U U N Project: 2010 -16 Drawn: BAH Em pm Structural Solutions Sheet: 811 First Avenue, Suite 620 Seattle, 0. Washington 98104 `J" ^ 4.04 1250 PacificAvenue, Suite 701 Tawma, Washington 98402 te1: 253.383.2797 0 -III, IN IN EXISTING HAND HOLE WITH 2 "C. BACK TO THE BUILDING O O O O O O O O O O O O O O O O 4 ® EX NG E1.1 PAN L FP' i r LOCATION TRENCH. ELECTRICAL SITE PLAN, FUEL ISLAND SCALE: 1" = 30' -0" do ��ti 2 ci n.n REFLECTED CEILING PLAN L oeiH SCALE: 1/4"= 1' -0" CONSTRUCTION NOTES Qi PROVIDE POWER TO DIESEL FUEL PUMP; 1/3 HP. Q2 PROVIDE POWER TO FUEL SOLENOID. Q3 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. Q5 APPROXIMATE LOCATION OF DATA RACK ON MEZZANINE. © PROVIDE POWER TO GAS FUEL PUMP; 1 HP. iJ7 PROVIDE CUTTING AND PATCHING OF EXISTING ASPHALT FROM PANEL 'FP' TO FUEL ISLAND. ® PROVIDE A WEATHERPROOF DUPLEX RECEPTACLE AND BACKBOX ADJACENT TO PANEL 'FP'. CONNECT TO 20A /1P CIRCUIT. O9 PROVIDE 8' -O" 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. THRU :LOCK #10 REFLECTED CEILING PLAN J oRin SCALE: 114" = i' -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. ill 10' -0 "'i " o 0010 0 c© 0 IOC 0m a Ali ®� 0 -- \ LEAK DETECTION II PANEL. VERIFY EXACT LOCATION. . LID I -- • 2 • FP 1 40 1 110 - #tt FP 11., FP -S 'O <HANDHOLE ENLARGED ISLAND FUEL PLAN SCALE: 114" = F -O" 0r oRr� z T p f � P a � 2 ci n.n REFLECTED CEILING PLAN L oeiH SCALE: 1/4"= 1' -0" CONSTRUCTION NOTES Qi PROVIDE POWER TO DIESEL FUEL PUMP; 1/3 HP. Q2 PROVIDE POWER TO FUEL SOLENOID. Q3 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. Q5 APPROXIMATE LOCATION OF DATA RACK ON MEZZANINE. © PROVIDE POWER TO GAS FUEL PUMP; 1 HP. iJ7 PROVIDE CUTTING AND PATCHING OF EXISTING ASPHALT FROM PANEL 'FP' TO FUEL ISLAND. ® PROVIDE A WEATHERPROOF DUPLEX RECEPTACLE AND BACKBOX ADJACENT TO PANEL 'FP'. CONNECT TO 20A /1P CIRCUIT. O9 PROVIDE 8' -O" 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. THRU :LOCK #10 REFLECTED CEILING PLAN J oRin SCALE: 114" = i' -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. ill 10' -0 "'i " o 0010 0 c© 0 IOC 0m a Ali ®� 0 -- \ LEAK DETECTION II PANEL. VERIFY EXACT LOCATION. . LID I -- • 2 • FP 1 40 1 110 - #tt FP 11., FP -S 'O <HANDHOLE ENLARGED ISLAND FUEL PLAN SCALE: 114" = F -O" 0r oRr� z '� tZ � P a � > >a C 0 UJ a, • J ::D Z u— - C cn V �L u _N c U CY_ <C L.LI Z Q tZ w UQ UJ w J ::D W u— .J F�- cn Z J LLi LL III LLi F— Z W U N Z C14 O Q Z � U ui N O F- O O U �E ZD a� 1 -16 -13 Project: 2010 -1 6 Drawn: Sheet: E1.1 PANEL: FP (EXISTING) 3 0 4 WIRE 208Y1120 VOLTS MAINS: 200A MAIN BREAKER LOC: PARKING LOT TYPE: NEMA3R'SER MOUNT: SURFACE 42 POLES FEEQ: BOTTOM 22000 Al 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 im 2 20 2 PARKING 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 1500 FUEL CARD * :, 5 1 20 information as noted on plans. A. All the systems mentioned shall be complete and operational in every detail except where 2349 2 20 6 PARKING LOT LIGHTS 849 849 864 FUEL PUMP * 7 1 20 1 1713 c electrical defects. Contractor shall replace and repair, to the satisfaction of the Architect, any 8 864 FUEL PUMP * 9 1 20 W 1430 2 20 10 _ PARKING LOT LIGHTS SPACE 566 566 960 IFUEL PUMP * 11 2 20 U 1526 12 960 Completion of Work: Upon completion of the Division 26work, the Contractor shall deliver to 13 960 _ U the Arehitect/Engineer a Completion Letter stating that he has fulfilled all the requirements of 14 LU SPACE 15 B. Code Compliance: Work shall comply with all applicable standards and codes. If any conflict items in pre -final inspection lists submitted by the Arehiteet/Engineer havebeen satisfactorily I— 16 SPACE completed. Arrange for and obtain all required inspections and certificates pertaining to the 1200 FUEL CANOPY LIGHTS 17 1 20 U 0 1200 Lu 18 SPACE from complying wit If any requiremerots of the Plan and Specifications which may be in excess J. SPARE 19 1 20 J limited to: Lighting fixtures,wiring devices, raceways and connectors, copperwire, emergency 00 20 SPACE C. SPARE 21 1 20 LL, required by laws, ordinances and rides governing work specified herein. The Contractor shall PART 2 - PRODUCTS 22 SPACE U ::D SPARE 23 1 20 _J A. 24 SPACE D. Drawings: The electrical drawings are intended to serve as working drawings for general SPACE 25 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 26 SPACE installed. SPACE 27 covered in the specifications but not shown on the drawings, shall be as if covered in both. In B. All materials shall be UL or ETL listed for the purpose for which they are used. 28 SPACE case of conflietbetween the drawings and specifications or between anyparts of the drawings SPACE 29 or between any parts of the specifications, the Architect will select the 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 30 SPACE SPACE 31 locations. outlets. Switches and outlet locations are approximately correct and are subject to revision as _ 32 ____ SPACE D. Wires and Cables: Shall be copper, 600 volt, subject to code requirements. Minimum wire size SPACE 33 subject to the Architect's approval. is 10 AWG. E. Protection: The Contractor shall store and guard all equipment before installation and shall E. 34 _ SPACE protect same and replace any equipment that has been damaged prior to final acceptance. 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 CIRCUIT BREAKER, SIZE AS INDICATED. LIGHTING FIXTURE SCHEDULE SYMBOL FIXTURE DESCRIPTION MANUFACTURER /MODEL# LAMPS V W MOUNTING & REMARKS SR 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 1 15HO ISLAND CANOPIES ELECTRICAL LEGEND SYMBOL DESCRIPTION I—N SURFACE OR PENDANT MOUNT STRIP LIGHT (CIRCLE INDICATES RECESSED OR CONCEALED JUNCTION BOX) J. P 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 MARKS INDICATE NUMBER OF 112 AWG UNLESS NOTED OTHERWISE G. Circuit Breakers: Type to suit panels; with minimum AIC symmetrical interrupting capacity to GROUNDING CONDUCTOR Hilt GROUNDING SYSTEM PER CODE ® JUNCTION BOX - SIZE PER CODE (F INDICATES FIRE ALARM SYSTEM) 1.01 GENERAL MOTOR CONNECTION im 120/208 VOLT PANELE115M (OR AT RATED VOLTAGE AS NOTED) ® HANDHOLE PHOTOCELL CONTROL O CONSTRUCTION NOTES E1.1 DETAIL CALL OUT — 1 INDICATES DETAIL IDENTIFICATION, E1.1 INDICATES SHEET DRAWN ON Z SECTION 26 00 00 - ELECTRICAL u:4 F. Junction Boxes: Explosionproof, gasketed, and completely of corrosion resistant construction. J. P LU F. Temporary Use: Temporary or interim use of any and all portions of the electrical system shall PART 1- GENERAL be under the supervision of the Contractor. G. Circuit Breakers: Type to suit panels; with minimum AIC symmetrical interrupting capacity to 1 0 °E match panel value. Mount breakers such that handles operate in a horizontal 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 U accompanying drawings to describe and provide for the furnishing, installing, testing and circuit numbers) from the original design and the actual location of underground raceways 2.02 COMPLETE SYSTEM placing in satisfactory and successful operation all equipment, materials, devices and necessary x shall be marked in a neat, legible manner with red colored pencil. Provide added as -built N appurtenances to provide a complete electrical system,, togetherwith such other miscellaneous 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 shown on the plans. The work shall ZD specifically noted otherwise. Mention of certain materials in these specifications shall not be o� 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 construed as releasing the Contractor from furnishing such additional materials and C/) the plans, but which are necessary to make a complete working installation of all electrical c 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. U systems shown on the plans or described herein. Equipment and devices furnished and � parts of the installation which may fail within a period of twelve (12) months after the LU W installed tinder other Divisions of this specification shall be connected tinder this Division. The certificate of final acceptance, provided that such failure is due to defects in materials or B. The drawings donotshowevery accessoryoritemofmateria lnecessarytoprovideacomplete 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 L Completion of Work: Upon completion of the Division 26work, the Contractor shall deliver to END OF SECTION labor, materials, equipment, tools, etc., to complete the Electrical and fire alarm work. U the Arehitect/Engineer a Completion Letter stating that he has fulfilled all the requirements of LU Oo his contract as for Division 26work asset forth in the Drawings andSpecifications and that all B. Code Compliance: Work shall comply with all applicable standards and codes. If any conflict items in pre -final inspection lists submitted by the Arehiteet/Engineer havebeen satisfactorily I— occurs between government adopted code rules and this Specification, the codes are to govern, Z completed. Arrange for and obtain all required inspections and certificates pertaining to the Q Nothing in these Drawings and Specifications shall be construed to permit work not J Division 26 work and deliver the certificates to the Architect/Engineer in triplicate. U 0 conforming with governing codes. Also, this shall not be construed as relieving the Contractor Lu Lu from complying wit If any requiremerots of the Plan and Specifications which may be in excess J. Submittals: Shop drawings shall be submitted complete, at one time and shall be, but not W 0— of, but not in conflict with, requirements of the governing codes. J limited to: Lighting fixtures,wiring devices, raceways and connectors, copperwire, emergency 00 U push button shut off and contactors. C. Permit and Fees: The Contractor shall obtain and pay for all licenses, permits and inspections _ F_ LL, required by laws, ordinances and rides governing work specified herein. The Contractor shall PART 2 - PRODUCTS - arrange for inspection of work by the inspectors and shall give the inspectors all necessary U ::D CL assistance in their work of inspection. 2.01 MATERIALS _J A. All materials must be of the quality herein specified. All materials shall be new, of the best W D. Drawings: The electrical drawings are intended to serve as working drawings for general 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 both. In B. All materials shall be UL or ETL listed for the purpose for which they are used. case of conflietbetween the drawings and specifications or between anyparts of the drawings or between any parts of the specifications, the Architect will select the 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 1, Division I work. Drawings are not intended to indicate tire 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 case shall be 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 u:4 J. P LU �Q O 1 0 °E Q C C c rs H cY U 0 0 w Z x N • Z ZD R o� W C/) U c Z U � q LU W 1 -16 -13 Project: 2010-16 Drawn: Sheet: El .2 Z O Q H N Z J LU ZD W C/) t Z o LU Q W U U U_ cn U Z LU Oo N I— Z Z LL Q W J U 0 Lu Lu EL _N J W 0— J = 00 U U _ F_ LL, p U U ::D CL W ~ ?5 _J v W tL 1 -16 -13 Project: 2010-16 Drawn: Sheet: El .2