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20-104947 (3)C, c r a C: r c L C v L a a LL C a LL LL LL a LL LL i C: U. ZZ tz c LL C a GA S-OL IME COSTCO FUEL FACILITY EX ANSION #61 31500 ENCHANTED PARKWAY S. FEDER/=kL VA1111111(, WA 98003 LOCATION MAP - SITE PLAN VICINITY MAP INDEX OF DRAWINGS TSG-1 TITLE SHEET SOUTH 336TH ST CIVIL C 1.0 COVER SHEET C 2.0 T.E.S.C. AND DEMOLITION PLAN >_ 5 1-5 C 2.1 T.E.S.C. NOTES AND DETAILS C 3.0 SITE AND HORIZONTAL CONTROL PLAN AREAC a C 4.0 GRADING PLAN 4.1 GRADING PLAN Q C 4.2 SITE CROSS SECTION WATER QUALI I+0 44 U w C 5.DRAINAGE AND UTILITY PLAN C 5.1 STORMWATER QUALITY IMPROVEMENTS \ C 6.0 DETAILS IMPROVEMENTS \ C6.1 DETAILS C 6.2 DETAILS C 6.3 DETAILS E IS ivy SEE CIVIL 44 EXISTING GI JOE'S 18 HWY C 6.4 DETAILS RE TA AN " G 99 HWY FEDERAL LANSCAPE L 1 PRELIMINARY LANDSCAPE PLAN WAY 4z COSTCO ARCHITECTURAL 4 AG-0 DEMOLITION PLAN �- 8 AG-1 SITE PLAN AG-2 CANOPY ELEVATIONS ° ° 4 SOUTH 352ND ST AG-3 CANOPY REFLECTED CEILING PLAN AG-4 CONTROLLER ENCLOSURE PLAN, ELEVATIONS AND DETAILS AG-5 SITE DETAILS - ' AG-6 SITE DETAILS - SIGNAGE AND STRIPING EX T SIT SST ; ° STRUCTURAL 5 8 45 S 1.0 CANOPY SPECIAL INSPECTIONS AND GENERAL NOTES II I 1.1 CANOPY FOUNDATION PLAN � N ° EXISTING n n S 1.2 CANOPY FOUNDATION DETAILS Q = S 2.0 CANOPY ROOF FRAMING PLAN ~ 45 ° S 2.1 CANOPY ROOF FRAMING DETAILS Q III "c I \� TANK w 8 D I _ I ° T 1.1 UNDERGROUND TANK AND PIPING SITE PLAN LL zLIJ ~ T 2.1 TANK AND PIPING MATERIALS LIST Q I m If 1. " ° TURBINE SUMP �_ c9 I I I I 2 "c PROJECT DIRECTORY T 4.1 D SIPEIN ER ANDS MP INSTALLIATION DETAILS T 4.2 DISPENSER AND SUMP INSTALLATION DETAILS 9 ELECTRICAL ° OWNER COSTCO WHOLESALE CORPORATION El ELECTRICAL SITE PLAN AND NOTES \ IL EXISTING 999 LAKE DRIVE E 1.1 HAZARDOUS AREA SITE PLAN AND NOTES ;a a a oa •a TING COSTCO III III •EXIT ° LOADING ISSAQUAH, WA 98027 E 2 CONTROLLER ENCLOSURE FLOOR PLAN I LINE EXIST C°MM -_ CABLE TRENCH DOCK t: 425.313.8100 E 2.1 CONTROLLER ENCLOSURE INTERIOR ELEVATIONS _ _ _ _ _ _ _ _ _ E 2.2 TURBINE, DISPENSER AND MONITORING SYSTEM ELECTRICAL DIAGRAM - - - ° 36 E 2.3 A/C UNIT WIRING DIAGRAM 4ENTRANCE EXISTING ARCHITECT MG2 CORPORATION E 3 PANEL SCHEDULES AND SINGLE LINE DIAGRAM lu 33 SCRUBBER 1101 SECOND AVENUE E 4 CANOPY LIGHTING AND CAMERA PLAN t° I'-° I° ° EXISTING TIRE PIT SUITE 100 E 5 VEEDER-ROOT CONSOLES AND DETAILS CENTER � SEATTLE, WA 98101 E 6 POWERBOX DETAILS ` a } 6 ° t: 206.962.6500 7 SQUARE D IPACS POWERBOX DETAILS . 33' I I III I I z "c / f: 206.962.6499.962.500E PROJECT MANAGER: JARED BASSETTI E 8 POWERBOX AND PLLD DETAILS E 9 UPS WIRING DETAILS E 10 ADDITIVE WIRING DETAILS •• b CIVIL ENGINEER BARGHAUSEN CONSULTING ENGINEERS, INC. X X "�, �, �, �'�, T I } - 37 LL AND SURVEYOR 18215 72nd AVENUE SOUTH KENT, WA 98032 t: 425.251.6222 CODE ANALYSIS � e f: 425.251.8782 GOVERNING BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE, APPENDIX E & J GEOTECHNICAL KLEINFELDER GEOTECHNICAL 2015 INTERNATIONAL MECHANICAL CODE ENGINEER 14710 NE 87TH STREET, SUITE 100 2015 INTERNATIONAL FIRE CODE, APPENDIX B, C, E, F, AND 1 REDMOND, WA 98052 t: 425.636.7900 2015 INTERNATIONAL EXISTING BUILDING CODE 2015 INTERNATIONAL FUEL & GAS CODE f: 425.636.7901 2015 INTERNATIONAL ENERGY CONSERVATION CODE 2015 WASHINGTON STATE ENERGY CODE LANDSCAPE BARGHAUSEN CONSULTING ENGINEERS, INC. OCCUPANCY GROUP: M (MERCANTILE) ARCHITECT 18215 72nd AVENUE SOUTH CONSTRUCTION TYPE: II B AREA OF WORK AREA OF WORK KENT, WA 98032 PROPOSED FUEL CANOPY AREA: 7,800 S.F. t: 425.251.6222 FUEL CANOPY HEIGHT: 16'-6" TO TOP OF CANOPY f: 425.251.8782 4-ISLAND FUEL DRIVE ENTRANCE SITE & BLDG STATISTICS EXPANSION REALIGNMENT� SEE CIVIL STRUCTURAL GERALD MELE & ASSOCIATES, INC. ENGINEER FRE SNO, CA 93720 N FIRST ST. UNIT 110 FRE t: 559.435.1411 f: 559.435.1169 ZONING: CE (COMMERCIAL ENTERPRISE) JURISDICTION: FEDERAL WAY, WA 0 40' 80' 160' TANK/ BARGHAUSEN CONSULTING ENGINEERS, INC. SITE AREA: 17.2 ACRES (750,730 S.F.) ELECTRICAL/ 18215 72nd AVENUE SOUTH OVERALL SITE PLAN if ENGINEER KENT, WA 98032 t: 425.251.6222 SETBACKS: 1 - 80,-0„ f: 425.251.8782 PUMP ISLAND: 20 FT SCALE: 1 " : 80'-0" CANOPY: 20 FT EXISTING BUILDING AREA: LEGAL DESCRIPTION TIRE CENTER: 5,658 S.F. WAREHOUSE: 156,250 S.F. PARCEL A: THAT PORTION OF THE VACATED PLAT OF EAST TACOMA CENTRAL TOTAL: 161,908 S.F. ADDITION "B", ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 4 OF PLATS, FUEL FACILITY: FOR ADDITIONAL ABBREVIATIONS: ARCHITECTURAL SEE OTHER ABBREVIATIONS ARCHITECTURAL SYMBOLS PAGE 43, IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SECTION 21, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN EXISTING FUEL CANOPY: 3,840 S.F. DESIGN DISCIPLINES FUEL CANOPY ADDITION: 3,960 S.F. KING COUNTY, WASHINGTON; THENCE NORTH 1 °23'08" EAST ALONG THE WEST LINE OF SAID SUBDIVISION, 496.66 FEET; THENCE SOUTH 88°35'16" EAST 50.00 FEET TO THE EAST TOTAL PROPOSED CANOPY: 7,800 S.F. ADJ ADJUSTABLE, ADJACENT E EXISTING MTL METAL REQ'D REQUIRED SYMBOLS MATERIALS EQUIPMENT MARK MARGIN OF 16TH AVENUE SOUTH, AS ESTABLISHED BY DEED RECORDED DECEMBER 18, PARKING PROVIDED: ALUM ALUMINUM ENCL ENCLOSURE MFG MANUFACTURING SCHED SCHEDULE 1989 UNDER RECORDING NO. 8912180080; THENCE SOUTH 88'35'16" EAST 470.00 FEET TO APPROX APPROXIMATE EQ EQUAL BD BOARD ETC ET CETERA MFR MANUFACTURER MH MANHOLE SHT SIM SHEET SIMILAR EQUIPMENT NUMBER - NORTH ARROW o11 CONCRETE REFER TO SCHEDULE THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 88035'16" EAST 637.61 FEET EXISTING PARKING: 696 BLDG BUILDING EXH EXHAUST MIN MINIMUM SIO SUPPLIED & INSTALLED BY OWNER PROJECT NORTH INDICATOR EARTH TO THE WESTERLY RIGHT-OF-WAY LINE OF PRIMARY STATE HIGHWAY NO. 1, AS DELETED PARKING: 3 ELK BLOCK EXIST EXISTING MISC MISCELLANEOUS SIV SUPPLIED & INSTALLED BY VENDOR TRUE NORTH INDICATOR REVISION CLOUD AND DELTA -III ESTABLISHED BY DEED RECORDED FEBRUARY 9, 1959 UNDER RECORDING N0.4995246; TOTAL: 693 BLK'G BLOCKING EXP EXPANSION BM BEAM EXT EXTERIOR MR MOISTURE RESISTANT MTD MOUNTED Si SOIC SAW -CUT JOINT SUPPLIED BY OWNER & INSTALLED BY CONTRACTOR GRAVEL THENCE SOUTH 17°42'24" EAST ALONG SAID WESTERLY MARGIN 322.56 FEET TO AN PARKING RATIO: 4.44 (14 HANDICAPPED STALLS) BTWN BETWEEN FD FLOOR DRAIN MTG MOUNTING SPEC'D SPECIFIED 2 DETAIL � CMU OR BRICK ANGLE POINT THEREON; THENCE SOUTH 13058'06" WEST ALONG SAID WESTERLY MARGIN c6 CATCH BASIN FF FINISHED FLOOR NIC NOT IN CONTRACT SQ SQUARE CI CAST IRON FL FLOOR NOM NOMINAL SS SANITARY SEWER ® STEEL 167.17 FEET TO THE NORTH MARGIN OF SOUTH 352ND STREET, AS ESTABLISHED BY CIP CAST IN PLACE FIN FINISH NITS NOT TO SCALE STD STANDARD DETAIL IDENTIFICATION 3 WORK, CONTROL OR DATUM POINT DEEDS RECORDED MAY 7, 1946 UNDER RECORDING NOS. 3566431 AND 3566432; THENCE SCOPE OF WORK cJ CONSTRUCTION JOINT FT FEET OA OVERALL STL STEEL AG-5 NORTH 88 3141 WEST ALONG SAID NORTH MARGIN 707.40 FEET TO A POINT WHICH CL CENTER LINE FTG FOOTING CLR CLEAR GA GAUGE OC ON CENTER OH OVERHEAD STRUCT STRUCTURE, STRUCTURAL CUT LINE - DEFINES THE DATUM 0'-01, BEARS SOUTH 1 °28'19" WEST FROM THE TRUE POINT OF BEGINNING; THENCE NORTH SYS SYSTEM DETAILED ELEMENT CMU CONCRETE MASONRY UNIT GC GENERAL CONTRACTOR OPER OPERATION T & E TANK & ELECTRICAL SHEET WHERE DRAWN SLOPE DIRECTION WITH DATUM MARK 1 °28'19" EAST 467.20 FEET TO THE TRUE POINT OF BEGINNING. EXCEPT THAT PORTION THE SCOPE OF WORK INCLUDES ADDING FOUR 4 NEW ISLANDS WITH ONE DOUBLE SIDED ( ) COL COLUMN HC HANDICAPPED OP'G OPENING TOM TOP OF MASONRY DEEDED TO THE STATE OF WASHINGTON, DEPARTMENT OF TRANSPORTATION BY DEED CONIC CONCRETE HORIZ HORIZONTAL CONT CONTINUOUS HT HEIGHT OPP OPPOSITE PVC POLY VINYL CHLORIDE TOS TS TOP OF STEEL TUBE STEEL SECTION SLOPE DOWN �1/8"� DETAIL IDENTIFICATION RECORDED NOVEMBER 06, 2008 UNDER RECORDING N0.20081106000809. FUEL DISPENSER EACH, ALLOWING FOR EIGHT (8) ADDITIONAL AUTOMOBILE FUELING POSITIONS, ENLARGING THE EXISTING CANOPY BY THIRTY-THREE FEET (33'), CURBS, HTR PER FOOT Y CONSTR CONSTRUCTION HEATER CORP CORPORATION IBC INTERNATIONAL BLDG CODE PL PLATE, PROPERTY LINE PROJ PROJECT TYP UL TYPICAL UNITED LABORATORIES 20 PROPERTY LINE PARCEL B: THAT PORTION OF THE VACATED PLAT OF EAST TACOMA CENTRAL CONCRETE, ASPHALT AND LANDSCAPE REVISIONS. THE DRIVE ENTRANCE WILL ALSO BE DEL DOUBLE INSUL INSULATION PRV PRESSURE REDUCING VALVE UTIL UTILITY A5 ADDITION "B", ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 4 OF PLATS, MODIFIED, ADDING MORE LANES FOR EXITING VEHICLES AND BETTER TRAFFIC FLOW DIA DIAMETER INT INTERIOR PT POINT LINO UNLESS NOTED OTHERWISE CUT LINE - DEFINES THE BETWEEN THE GAS STATION AND WAREHOUSE. ADDITIONALLY, EIGHT (8) NEW MODULAR DIM DIMENSION JT/JTS JOINT,JOINTS QTR QUARTER UNSCHD UNSCHEDULED DETAILED ELEMENT FENCE PAGE 43, IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: COMMENCING AT WETLAND TREATMENT STRUCTURES WILL BE ADDED TO IMPROVE LOCAL WATER QUALITY. DTL DETAIL LCD LIQUID CRYSTAL DISPLAY R RADIUS VERT VERTICAL SHEET WHERE DRAWN THE SOUTHWEST CORNER OF SECTION 21, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. IN DS DOWNSPOUT LF LINEAR FOOT, LINEAL FOOT DWG DRAWING LIQ LIQUID RCP REFLECTED CEILING PLAN RD ROOF DRAIN VIF WHSE VERIFY IN FIELD WAREHOUSE xxxxxxxx EXTERIOR ELEVATION BREAKLINE KING COUNTY, WASHINGTON; THENCE NORTH 1° 34 08„ EAST ALONG THE WEST LINE OF THE FOUR (4) NEW DISPENSERS WILL BE INTEGRATED INTO THE COMPUTERIZED EA EACH MAS MASONRY RF ROLLED FORMED W WIDTH DETAIL IDENTIFICATION A SAID SUBDIVISION 496.66 FEET; THENCE SOUTH 88035'16" EAST 50.00 FEET TO THE EAST CONTROLLER, WHICH RUNS THE PAYMENT, PUMPING AND MONITORING SYSTEMS. FUEL IS ELEC ELECTRICAL MAX MAXIMUM RL RAIN LEADER W/ WITH VMARGIN OF 16TH AVENUE SOUTH AND THE TRUE POINT OF BEGINNING; THENCE SOUTH ELEV ELEVATION MBS METAL BUILDING SUPPLIER MECH REC'D RECEIVED REINF W/o WITHOUT AG-2 SHEET WHERE DRAWN COLUMN GRIDS 88°35'16" EAST 47000 FEETTHENCE SOUTH 1 °28'19" WEST 467.20 FEET MARGIN OF .; STORED IN THREE (3) EXISTING DOUBLE WALLED, FIBERGLASS UNDERGROUND STORAGE MECHANICAL REINFORCING WDW WINDOW TANKS. WP WATERPROOF SOUTH 352ND STREET; THENCE THENCE NORTH 88°31;41" WEST ALONG SAID NORTH WR WATER RESISTANT INTERIOR ELEVATION 2 MARGIN 470.79 FEET TO THE EAST MARGIN OF 16TH AVENUE SOUTH; THENCE NORTH THE EXISTING CONTROL /MONITORING SYSTEM INCLUDES AN ALARM TIED INTO THE DETAIL IDENTIFICATION 5� A503 6 B 1 °34'08" EAST ALONG SAID EAST MARGIN 566.71 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION DEEDED TO THE CITY OF FEDERAL WAY, A WASHINGTON OWNER'S CONTRACTED 24 HOUR MONITORING SERVICE COMPANY. THE CONTINUOUS LEAK DETECTION SYSTEM WILL AUTOMATICALLY CHECK FOR FLUID LEAKS AND AUTOMATICALLY SHEET WHERE DRAWN MUNICIPAL CORPORATION BY DEED RECORDED MAY 3, 2002 UNDER RECORDING NO. WILL STOP THE FLOW OF GASOLINE IN THE EVENT OF AN ALARM CONDITION. 7 20020503001231. CbS7W �A�LE11E FEDERAL WAY #61 31500 ENCHANTED PARKWAYS. FEDERAL WAY, WA 98003 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com PERMIT ISSUE DECEMBER 2020 RUSSELL H. HAZZARD, ARCHITECT USSELL H. -D STATE OF WASHINGTON 1 1 © MG2. All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MG2. Q I DATE I DESCRIPTION 111/06/201 OWNER APPROVAL 112/22/201 PERMIT ISSUE BID ISSUE BUILDING DEPT REVISIONS CONTRACT ISSUE PR #1 I IAS-BUILT ISSUE 92-1220-32 PM: Jared Bassetti DRAWN: LS TITLE SHEET TSG-1 S 344TH ST IN S 347TH PL S 348TH ST SITE Y S 352ND ST BUSINESS ACCESS EXIT 1426 VICINITY MAP FEDERAL WAY, WASHINGTON GENERAL SITE DEVELOPMENT NOTES: 1. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE GOVERNING AGENCY STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS. 2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE OR SHOWN ON RECORD DRAWING PROVIDED BY OTHERS ARE SHOWN HEREON. EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND ARE SUBJECT TO A DEGREE OF UNKNOWN VARIATION. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. BARGHAUSEN CONSULTING ENGINEERS, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS OR RECORDS OF OTHERS. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES INVOLVED PRIOR TO CONSTRUCTION. 6. INSPECTION OF SITE WORK WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE GOVERNING JURISDICTION. INSPECTION OF PRIVATE FACILITIES WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 7. PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY THE CONTRACTOR SHALL CONTACT THE AGENCY AND/OR UTILITY INSPECTION PERSONNEL AND ARRANGE ANY REQUIRED PRE -CONSTRUCTION MEETING(S). CONTRACTOR SHALL PROVIDE ONE WEEK MINIMUM ADVANCE NOTIFICATION TO OWNER, FIELD ENGINEER AND ENGINEER OF PRE -CONSTRUCTION MEETINGS. 8. THE CONTRACTOR IS RESPONSIBLE FOR WORKER AND SITE SAFETY AND SHALL COMPLY WITH THE LATEST OSHA STANDARDS AND REGULATIONS, OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES, THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. 10. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ALL ADJACENT PUBLIC AND PRIVATE PROPERTIES AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING UTILITY SERVICES THAT ARE TO REMAIN OPERATIONAL WITHIN THE CONSTRUCTION AREA WHETHER SHOWN OR NOT SHOWN ON THE PLANS. 11. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. ONE (1) SET WITH RECORDS OF AS -BUILT INFORMATION SHALL BE SUBMITTED TO BARGHAUSEN CONSULTING ENGINEERS, INC. AT COMPLETION OF PROJECT. 12. CONTRACTOR SHALL OBTAIN SERVICES OF A LICENSED LAND SURVEYOR TO STAKE HORIZONTAL CONTROL FOR ALL NEW IMPROVEMENTS. STAKING CONTROL SHALL BE TAKEN FROM ELECTRONIC PLAN FILES PROVIDED BY BARGHAUSEN CONSULTING ENGINEERS, INC. 13. CONTRACTOR SHALL REQUEST FROM BARGHAUSEN CONSULTING ENGINEERS, INC., PRIOR TO ANY CONSTRUCTION STAKING OR CONSTRUCTION WORK, A FORMAL CONSTRUCTION RELEASE PLAN SET OR SPECIFIC RELEASE IN WRITING. THE APPROVED AGENCY PERMIT DRAWINGS WILL NOT BE CONSIDERED CONSTRUCTION RELEASE PLANS BY BARGHAUSEN CONSULTING ENGINEERS, INC. UNLESS BARGHAUSEN CONSULTING ENGINEERS, INC. HAS GIVEN A FORMAL WRITTEN RELEASE OR ISSUED A CONSTRUCTION RELEASE PLAN SET. MONUMENT PROTECTION NOTE: CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM ANY JURISDICTIONS HAVING AUTHORITY FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY. UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. PROJECT DATA: PROJECT ADDRESS: 35100 ENCHANTED PARKWAY SOUTH Cal o�� L�0 0i _ 0 50' 100' 200' SCALE: 1 "=1 00' I I I JURISDICTION: FEDERAL WAY APN: 219260-0290-00 AND 21926-00180-03 ZONING: CE-COMMERCIAL ENTERPRISE PROJECT AREA SUMMARY: EXISTING PROPOSED IMPERVIOUS: 14,490 SF 14,569 SF PERVIOUS: 879 SF 800 SF TOTAL DISTURBANCE = 15,369 SF FEMA FLOODPLAIN: THE SUBJECT SITE IS LOCATED WITHIN ZONE X (FEMA FIRM NO. 53033C125OG DATED AUGUST 19, 2020, AND THIS PROJECT WILL NOT BE SUBJECT TO ANY FLOOD CONTROL REQUIREMENTS SITE PLAN NOTE: A SITE PLAN PREPARED BY MG2 HAS BEEN PROVIDED TO BARGHAUSEN CONSULTING ENGINEERS, INC. BARGHAUSEN CONSULTING ENGINEERS HAS NOT VERIFIED THAT THE SITE PLAN IS COMPLIANT WITH ALL CITY OR COSTCO STANDARDS. COVER SHEET COSTCO WHOLESALE FUEL EXPANSION 35100 ENCHANTED PARKWAY SOUTH FEDERAL WAY, WA 98003 COSTCO WHOLESALE FUEL FACILITY #61 PROJECT TEAM: OWNER COSTCO WHOLESALE 999 LAKE DRIVE ISSAQUAH, WA 98027 CIVIL ENGINEER BARGHAUSEN CONSULTING ENGINEERS, INC 18215 72ND AVE. S. KENT, WA 98032 PHONE: (425) 251-6222 FAX: (425) 251-8782 CONTACT: MEGAN E.S. PALMER, P.E. CAUTION: PROPOSED STORMWATER QUALITY IMPROVEMENTS ouuuu�u�uuu 31'25"W 201.46' /8 ID I I w /V.I I S. 352ND STREET SURVEYOR LANDSCAPE ARCHITECT BARGHAUSEN CONSULTING ENGINEERS, INC. BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVE. S. 18215 72ND AVE. S. KENT, WA 98032 KENT, WA 98032 PHONE: (425) 251-6222 PHONE: (425) 251-6222 FAX: (425) 251-8782 FAX: (425) 251-8782 CONTACT: OWEN B. HILLE CONTACT: JEFF VARLEY ARCHITECT GEOTECHNICAL ENGINEER MG2 1101 SECOND AVENUE, SUITE 100 SEATTLE, WA 98101 PHONE: (206) 962-6522 FAX: (206) 962-6499 CONTACT: JARED BASSETTI KLEINFELDER, INC. 14710 NE 87TH STREET, SUITE 100 REDMOND, WA 98052 PHONE: (425) 636-7900 FAX: (425) 636-7901 CONTACT: MARCUS B. BYERS POTENTIAL UTILITY CONFLICT. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING AND NEW UTILITIES PRIOR TO CONSTRUCTION. SEE UTILITY CONFLICT NOTE. THE EXISTING WATER, STORM, AND SANITARY SEWER SERVICE SHOWN IS APPROXIMATE, BASED ON FIELD SURVEYS AND "AS -BUILT" RECORDS. THE GENERAL CONTRACTOR SHALL "POTHOLE" THE EXISTING UTILITIES TO VERIFY THE DIAMETER AND LOCATION (INCL. ELEVATIONS) PRIOR TO CONSTRUCTION. ANY DISCREPANCIES IN THE LOCATION OF THE EXISTING PIPE OR INCOMPATIBILITY OF THE DESIGN SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNERS REPRESENTATIVE, AND BARGHAUSEN CONSULTING ENGINEERS (425-251-6222). GRADING QUANTITIES: TOTAL CUT (CY) = 490 TOTAL FILL (CY) = 320 LEGEND EXISTING CONCRETE ------------------ EXISTING CURB AND GUTTER EXISTING EDGE OF PAVEMENT EXISTING CANOPY DRIPLINE EXISTING STORM DRAIN ° ° W EXISTING WATER LINE ------------------------- o EXISTING CATCH BASIN o EXISTING STORM CLEANOUT x EXISTING SPOT ELEVATION T EXISTING TELECOM LINE SS - EXISTING SANITARY SEWER . E EXISTING POWER SOILS REPORT NOTES: 1. THE FOLLOWING SOILS REPORT FOR THE SITE SHALL BE CONSIDERED PART OF THESE CONSTRUCTION DOCUMENTS: GEOTECHNICAL ENGINEERING REPORT GAS EXPANSION COSTCO WHOLESALE FUEL FACILITY CW# 18-0442 KLEINFELDER PROJECT NO. 20192016.001A 35100 ENCHANTED PARKWAY SOUTH DATED OCTOBER 16, 2018 SOIL INVESTIGATION AS PERFORMED BY: KLEINFELDER, INC. 14710 NW 87TH STREET, SUITE 100 REDMOND, WA 98052 PHONE: (425) 636-7900 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONS OF THE SOILS REPORT FOR THE SITE BE OBSERVED AND COMPLIED WITH DURING ALL PHASES OF THE SITE PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB, AND PAVING CONSTRUCTION. 3. ANY PROVISIONS OF THE SOILS REPORT WHICH CONFLICT WITH INFORMATION SHOWN ELSEWHERE ON THESE DRAWINGS, OR WHICH REQUIRE FURTHER CLARIFICATION, SHALL BE BROUGHT TO THE ATTENTION OF BARGHAUSEN CONSULTING ENGINEERS, INC. 4. A REPRESENTATIVE OF THE SOILS ENGINEER SHALL BE AVAILABLE TO OBSERVE AND APPROVE THE EARTHWORK OPERATIONS AND TO VERIFY FIELD CONDITIONS AS WORK PROCEEDS. THE SOILS ENGINEER SHALL SUBMIT FIELD REPORTS DOCUMENTING THAT THE METHODS AND MATERIALS OF THE EARTHWORK OPERATIONS WERE IN ACCORDANCE WITH THE RECOMMENDATION OF THE SOILS INVESTIGATION AND THAT THE WORK WAS PERFORMED TO THE SATISFACTION OF THE ENGINEER. THE CONTRACTOR SHALL MAKE ALL PROVISIONS FOR SOILS INSPECTIONS AS RECOMMENDED WITHIN THE SOILS REPORT. AT A MINIMUM, THIS INCLUDES THE OBSERVATION OF THE FOLLOWING BY A SOILS ENGINEER: A. OVER -EXCAVATION RECOMMENDATIONS B. PLACEMENT OF STRUCTURAL FILL MATERIAL BENEATH PAVEMENT C. SUBGRADE PREPARATION OF CANOPY FOOTINGS 5. THE CONTRACTOR SHALL QUALIFY ANY LIMITATIONS TO SOILS INSPECTIONS WITHIN BID PROPOSAL. CIVIL SHEET INDEX: C1.0 - COVER SHEET C2.0 - TESC AND DEMOLITION PLAN C2.1 - TESC NOTES AND DETAILS C3.0 - SITE AND HORIZONTAL CONTROL PLAN C4.0 - GRADING PLAN C4.1 - GRADING PLAN C4.2 - SITE CROSS SECTION C5.0 - DRAINAGE AND UTILITY PLAN C5.1 - STORMWATER QUALITY IMPROVEMENTS C6.0 - DETAILS C6.1 - DETAILS C6.2 - DETAILS C6.3 - DETAILS C6.4 - DETAILS C6.5 - DETAILS LANDSCAPE SHEET INDEX: L-1 - LANDSCAPE PLAN EARTHWORK QUANTITIES ARE APPROXIMATE AND HIGHLY DEPENDANT ON SOIL CONDITIONS ENCOUNTERED DURING CONSTRUCTION. CONTRACTOR SHOULD PERFORM INDEPENDENT ESTIMATE FOR BIDDING. PROPOSED FULL -DEPTH LIGHT -DUTY ASPHALT PROPOSED FULL -DEPTH HEAVY-DUTY ASPHALT PROPOSED SLURRY SEAL PROPOSED CONCRETE PROPOSED CURB AND GUTTER SAWCUT LINE PROPOSED STORM PIPE PROPOSED WATER LINE SS PROPOSED SANITARY SEWER LINE PROPOSED CATCH BASIN • PROPOSED CLEANOUT 80.00 \ PROPOSED SPOT GRADE 0.50% PROPOSED GRADING SLOPE TPI= 80.0± PROPOSED TOP OF PUMP ISLAND 80.0± ME MATCH EXISTING GRADE 79.50 TA PROPOSED TOP OF PAVEMENT/ 80.00 TC TOP OF CURB LP/FL/HP LOW POINT/FLOW LINE/HIGH POINT SURVEY BENCHMARK: VERTICAL DATUM FOR THIS SURVEY IS NGVD29 PER CITY OF FEDERAL WAY. FEDERAL WAY VERTICAL CONTROL POINT NO. 6889 WAS HELD FOR ELEVATION, BEING 248.01'(NGVD29) BASIS OF BEARINGS: HORIZONTAL DATUM FOR THIS SURVEY IS NAD 83/91 PER CITY OF FEDERAL WAY. FEDERAL WAY CONTROL POINT NO. 6889 WAS HELD FOR POSITION, AND A LINE BETWEEN SAID POINT NO. 6889 AND CONTROL POINT 6876 WAS HELD FOR ROTATION, BEING NORTH 01'34'24" EAST, LEGAL DESCRIPTION: : 0 (n > a� J H m Ln w U C a w 1 � U (N m 0 04_ o CV 0 N � W o I- z PARCEL A: THAT PORTION OF THE VACATED PLAT OF EAST TACOMA CENTRAL ADDITION "B", ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 4 OF PLATS, PAGE 43, IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SECTION 21, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; THENCE NORTH 1'34'08" EAST ALONG THE WEST LINE OF SAID SUBDIVISION, 496.66 FEET; THENCE SOUTH 88'35' 16" EAST 50.00 FEET TO THE EAST MARGIN OF 16TH AVENUE SOUTH, AS ESTABLISHED BY DEED RECORDED DECEMBER 18, 1989 UNDER RECORDING NO. 8912180080; THENCE SOUTH 88'35'16" EAST 470.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 88'35' 16" EAST 637.61 FEET TO THE WESTERLY RIGHT-OF-WAY LINE OF PRIMARY STATE HIGHWAY NO. 1, AS ESTABLISHED BY DEED RECORDED FEBRUARY 9, 2959 UNDER RECORDING NO. i 4995246; THENCE SOUTH 17'42'24" EAST ALONG SAID WESTERLY MARGIN O 322.56 FEET TO AN ANGLE POINT THEREON; THENCE SOUTH 13'58'06" WEST LL ALONG SAID WESTERLY MARGIN 167.17 FEET TO THE NORTH MARGIN OF SOUTH 2 O a)o� mac w Z =oao c�a�Q uj 0 0 U Z Q a�0 Uwcn 0 O Z w Ill U O O W J < W cq Of � W � � O�� =w 3Q= III�JQ o� U - 352ND STREET, AS ESTABLISHED BY DEEDS RECORDED MAY 7, 1946 UNDER RECORDING NOS. 3566431 AND 3566432; THENCE NORTH 88'31'41" WEST VP� �F A ALONG SAID NORTH MARGIN 707.40 FEET TO A POINT WHICH BEARS SOUTH�10 1'28' 19" WEST FROM THE TRUE POINT OF BEGINNING; THENCE NORTH 1'28' 19, _ P o EAST 467.20 FEET TO THE TRUE POINT OF BEGINNING. EXCEPT THAT PORTION Z DEEDED TO THE STATE OF WASHINGTON, DEPARTMENT OF TRANSPORTATION BY DEED RECORDED NOVEMBER 06, 2008 UNDER RECORDING NO. �o�Fc 20081106000809. S E0o\��`� AL L PARCEL B I THAT PORTION OF THE VACATED PLAT OF EAST TACOMA CENTRAL ADDITION "B", I ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 4 OF PLATS, PAGE 43, IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: COMMENCING AT o o X THE SOUTHWEST CORNER OF SECTION 21, TOWNSHIP 21 NORTH, RANGE 4 EAST, o o ° W.M., IN KING COUNTY, WASHINGTON; THENCE NORTH 1'34'08" EAST ALONG THE \ u z WEST LINE OF SAID SUBDIVISION 496.66 FEET; THENCE SOUTH 88'35'16" EAST _ -II `� _ 50.00 FEET TO THE EAST MARGIN OF 16TH AVENUE SOUTH AND THE TRUE POINT OF BEGINNING; THENCE SOUTH 88'35'16" EAST 470.00 FEET; THENCE SOUTH 1'28' 19" WEST 467.20 FEET MARGIN OF SOUTH 352ND STREET; THENCE a NORTH 88'31'41" WEST ALONG SAID NORTH MARGIN 470.79 FEET TO THE EAST W � u MARGIN OF 16TH AVENUE SOUTH; THENCE NORTH 1'34'08" EAST ALONG SAID -o K, EAST MARGIN 466.71 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THAT < < Y > PORTION DEEDED TO THE CITY OF FEDERAL WAY, A WASHINGTON MUNICIPAL 5 o (D a °= CORPORATION BY DEED RECORDED MAY 3, 2002 UNDER RECORDING NO. o o a o 20020503001231. PERMIT NO. XX-XXXXXX-XX-XX APPROVED C u C O � r .� c � � C LV c� a) M IA a N CT) N Qq >Q L\ > Ln Ln a-,' f V m m O V N �� a, N 0 c 0 Q X I to E N z O °' o t 0 /n N ■ DATE 1- _- 1.111111111111111111111111.111111%AREA 3 s 352rn sMEEr SITE IMPROVEMENT -KEY MAP 1'=100' to � I N T G N 0 10' 20' 40' SCALE: 1 "=20' TESC AND DEMOLITION PLAN COSTCO WHOLESALE FUEL FACILITY EXPANSION 35100 ENCHANTED PARKWAY SOUTH, FEDERAL WAY, WA 98003 COSTCO FACILITY #61 I s c� --1 sas J 10 2 EXISTING I UNDERGROUND ; POWER TO REMAIN I 15 3 N II III h - EXISTING COALESCING EXISTING CURB TO cf� 1 PLATE OIL/WATER REMAIN I SEPARATOR TO REMAIN u SITE IMPROVEMENT AREA 3 EXISTING LOT LIGHT ie / EXISTING � O c I ( ;I I TO REMAIN / STORMWATER RETs ENTION \ \_ J .I ; ; SD — D ' I VAULT \ / � � I EXISTING STORM LEGEND EXISTING ZZ1717////�"' TO DEMOLISHED r_ -.- - - - -.-.- - --- - - - - - EXISTING CONCRETE TO REMAIN L.- — - - - - - - - - - - - - - - J PROPOSED INLET PROTECTION o PROPERTY LINE -- - - - - - - - - - - -- SAW CUT LINE PERIMETER PROTECTION LIMITS OF DISTURBANCE m -------------------------- ------------------------ EXISTING CURB AND GUTTER TO REMAINw Lid - - - - - - - - - EXISTING CURB AND GUTTER TO BE a DEMOLISHED -) U 0 EXISTING TREE TO REMAIN �' a 0- EXISTING LOT LIGHT EXISTING TREE TO BE REMOVED `N`' � Y U TO BE RELOCATED. SEE SHEET C3.0Fn FOR LOCATION. EXISTING MINOR CONTOUR m 0 640 EXISTING MAJOR CONTOUR N N O 0 v, DRAIN MANHOLE TO REMAIN EXISTING CURB TO ' u I I o I � ____- 5 N i ii �\\ ii II II ` REMAIN �_______---- I o r- Q I ------- ~ R ``` \ EXISTING CATCH 11 I �� \ EXISTING CATCH ��_ \ 1 I� BASIN TO REMAIN 12 I � '�' BASIN TO REMAIN ' EXISTING LOT LIGHT I ( `� / 3 EXISTING LOT TO REMAIN I 1 2 EXISTING I oII I I \ 1 I I LIGHT _ TO REMAIN 10 I STOVAULT U TTER 2 EXISTING POTION EXISTING II I � N V LJzz VENTS/HEALY LL�LYY TO REMAIN EXISTING TREE TO REMAIN (TYP.) I I II I I EXISTING ROCK WALL TO REMAIN: cc I I I V . II EXISTING PAVING Q I EXISTING CURB TO TO REMAIN REMAIN a I EXISTING LOT 16. Q LIGHT TO REMAIN I{ U I uiv) m I I I I O I v� Wi I Z\ W II y I 4 I cn I O N I II I O vim, N I' •' I/) / © 1 II II I W CATCH BASIN INLET J I{ PROTECTION I N I I I N I I I I N II N, II II I N 1 o , II II I I .. EXISTING M.P.D. TO REMAIN (TYP OF 8) EXISTING CURB TO REMAIN EXISTING CATCH �\\ BASIN TO REMAIN Lj�I \ =91' 3'32" 1 R= 5.00 L=40.02' y EXISTING CATCH -— - ------ �= \ BASIN TO REMAIN i 1 2 I O 0 o V I PROPERTY w w _ BOUNDARY n_ x ' � w wI—L W w� N - _ I II — i O——ss— ss —ss —s Iss—ssss—ss —�— SITE IMPROVEMENT AREA 1 1' =20' 4 - OF STORM LINE EXISTING so -�s - so -- so so so - so - / 2 I TO REMAIN I ?/ ii 2 „ . ADDITIVE TANK �, \ _ I EXISTING CURB TO I �I� �I II \ �___ 1 2 / II TO REMAIN \` 1 1 � REMAIN IJul \�\\ y, \ I O EXISTING CURB TO � � �� EXISTING TREE " l REMAIN N TO REMAIN (TYP.) - H \ f II 15 1 0 I N � 1 10 o II I EXISTING LOT x' J LIGHT " o EXISTING TREE �� 7 - TO REMAIN \ T I TYP " \ ; EXISTING CURB TO fie- i N � �, 0 REMA N (TYP.) a _ \ EXISTING VENTS V c^ REMAIN I �— TO REMAIN , � � � I �I � EXISTING CURB TO 2 IIVING IN A �� 1 " REMAIN a° 1 50 6 , EXISTING LOT ---___ " \ / LIGHT TO REMAIN EXISTING FIRE 2 " H_ YDRANT TO \ II S II I 3 EXISTING CURB TO Ii wso 9 REMAIN REMAIN ;;3EXISTING VAULT 1 II (uc) /f I• I I I � I I o I I I I I I EXISTING CATCH I ii �� r a' / / I BASIN TO REMAIN ' Jil ra " \ 5 I �I , " r(uc N � � T(Uc) � EXISTING TREE " r(uc) r � I ° T (TYP.) EXISTING CURB � ruc TO REMAIN TYP. uc> - --__- / TO REMAIN �o ,,G Sr�p -, - j/ I 1 / / 3 /yo 2 o I i I I IIIII I I I EXISTING POTION ;; ` O I I OF STORM LINE \ TO REMAIN 3 O EXISTING O UNDERGROUND \ POWER TO REMAIN " 3 II 2 3 j \y- EXISTING COMMUNICATION LINE m I TO REMAIN 10 10 J I j I I I 2 � I EXISTING TREE / TO REMAIN (TYP.) O /3m / I- 2' EXISTING CATCH 3 / BASIN TO REMAIN / II EXISTING ELECTRICAL 9 TRANSFORMER TO " BE /UPGRADED O EXISTING STOP \� 9 SIGN TO REMAIN I P. PORTION OF v NG LO z :1.• EXISTING T E S ` o -' �'' 4 LIGHT 78.1 >I �, TO BE REMOVED :' -- - — cm a-- --- I -- TO REMAIN w ------ - --- Lo / EXISTING TELEPHONE EXISTING TREE BOX TO REMAIN - SD o 1 IDSDSD SD 13 yo TO REMAIN (TYP.) — / SD — ,u / / / ��.. I I ::.ter �✓ l �w — w,— w FXISTING CIIRR Tn ZI �x N I W O N 1 N I I W I - I EXISTING 15' WATER EASEMENT SITE IMPROVEMENT AREA 2 / "=20' 1 ® DEMOLITION CALLOUTS ® EROSION/SEDIMENT CONTROL RFM sa CALLOUTS� 1. EXISTING CURB AND GUTTER TO BE REMOVED AND DISPOSED OF OFF -SITE. 1. CONTRACTOR TO INSTALL SILT WORM, SILT FENCE OR OTHER I 2. EXISTING PAVEMENT TO BE REMOVED AND DISPOSED OF OFF -SITE. APPROVED PERIMETER PROTECTION AT ALL PERIMETER LOCATIONS OF PROJECT SITE AS REQUIRED TO PREVENT SILT -LADEN RUNOFF I 3. EXISTING BARRIER CURB TO BE REMOVED AND DISPOSED OF FROM LEAVING SITE, AND AS DIRECTED BY INSPECTOR OF -SITE. AUTHORITY HAVING JURISDICTION. SEE DETAIL ON SHEET C2.1, IOFF 4. EXISTING CONTROLLER ENCLOSURE TO BE DEMOLISHED. SEE SHEET 2• AT DOWNSTREAM RECEIVING STORM INLET - CONTRACTOR TO C3.0 FOR NEW LOCATION OF NEW CONTROLLER ENCLOSURE. INSTALL STORM DRAIN INLET PROTECTION AT ALL AREA INLET LOCATIONS AS REQUIRED TO PREVENT SILT -LADEN WATER FROM 5. EXISTING INLET TO BE REMOVED. ENTERING STORM DRAINAGE SYSTEM, AND AS DIRECTED BY INSPECTOR OF AUTHORITY HAVING JURISDICTION. DETAIL ON SHEET / 6. EXISTING STORM LINE TO BE REMOVED. C2.1. 7 PORTION F EXISTING STORM I T R A H 0 ONO E S NG S O M LINE 0 BE REMOVED S SHOWN. 8. EXISTING TREE TO BE REMOVED. SEE LANDSCAPE PLANS. 9. EXISTING PAINT STRIPING TO BE REMOVED (TYP.). 10. SAWCUT IN SMOOTH, CONTINUOUS LINE. SEE LAP JOINT DETAIL ON / SHEET C6.0. EXISTING CURB TO EXISTING PAVING REMAIN 11. EXISTING E.S.O. AND BOLLARDS TO BE REMOVED. TO REMAIN�� // 12. EXISTING 3' CONCRETE SWALE TO BE REMOVED AND DISPOSED OF SIN TO REMAIN OFF -SITE. EXISTING "NO 13. EXISTING SIDEWALK TO REMOVED AND DISPOSED OF OFF -SITE. PARKING" SIGN 14. EXISTING TELEPHONE JUNCTION BOX TO BE REPAIRED AND SET TO TO REMAIN EXISTING GRADE. �I IEXISTING XI TING TRE E 15 EXISTING UNDERGROUND POWER T0 BE AS SHOWN. N.,�T0 REMAIN TYP EXISTING CURB TO REMAIN PERMIT NO. XX—XXXXXX—XX—XX APPROVED DATE U- F_ D z aO —1p 3 co Z O O Z Sao Im J Q O (L U p a O w P Zao o ZQ F_ QUwcn U Z w O cn wwU 1 O Z W J � W 04 IN ma > � W 0) O�� =w 3Q= JQ III� o� U — p V N 0 0 N N II 0 _ ` > < 11-1 LD — a N U a, Lr) y c c •o Y yID 0 M I I to 3 p V N a i 75 U Q 0 O O i 7 Z r .— ai t0 C E W Qi j 0 a 00 M 6 a s � � NQ� j Ln 4S f V cMMv ttO'' co (1)N 0 c Q I U) O 3 W z O t o O N O CV TESC NOTES AND DETAILS JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS OR EQUIVALENT TO ATTACH FABRIC TO POSTS. IBIBIIHHHvIv1181 �Iviiv ^ �II�I8181 2"X2" BY 14 Ga. WIRE OR - EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC 6' MAX. I I POST SPACING MAY BE MINIMUM 4"x4" TRENCH u INCREASED TO 8' IF BACKFILL TRENCH WITH NATIVE SOIL WIRE BACKING IS USED OR 3/4" TO 1-1/2" WASHED GRAVEL NOTE: FILTER FABRIC FENCES 2"x4" WOOD POSTS, STEEL FENCE SHALL BE INSTALLED ALONG POSTS, REBAR, OR EQUIVALENT CONTOURS WHENEVER POSSIBLE SILT FENCE NOT TO SCALE DEMOLITION NOTES 1. ALL PAVEMENTS, SLABS, GROUND COVER, UTILITIES, ETC., INSIDE DEMOLITION LIMITS SHALL BE REMOVED UNLESS OTHERWISE SHOWN ON THE PLANS. 2. CONTRACTOR SHALL CONTACT AND COORDINATE WITH THE VARIOUS UTILITY COMPANIES ON REQUESTING DISCONNECTIONS, REMOVALS AND/OR RELOCATION OF EXISTING SERVICE. 3. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS AND CONSTRUCTION APPROVALS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK. 4. CONTRACTOR SHALL REPLACE ALL EXISTING CURB, PAVEMENT AND/OR LANDSCAPING DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY. 5. CONTRACTOR SHALL, PRIOR TO CONSTRUCTION OR REMOVAL OF IMPROVEMENTS, FIELD VERIFY AND CONFIRM LIMITS OF DEMOLITION AS WELL AS EXISTING UTILITIES AND IMPROVEMENTS TO REMAIN. EROSION CONTROL NOTES 1. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION OF EROSION AND SEDIMENT CONTROL BMPS WHEN RAIN IS IMMINENT. 2. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE AUTHORITY HAVING JURISDICTION AFTER EACH RUN-OFF PRODUCING RAINFALL. 3. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE AUTHORITY HAVING JURISDICTION DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 4. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED. CONSTRUCTION SEQUENCE: 1. SCHEDULE AND ATTEND PRE -CONSTRUCTION CONFERENCE WITH THE AUTHORITY HAVING JURISDICTION, IF REQUIRED. 2. INSTALL CATCH BASIN PROTECTION AS INDICATED ON THE APPROVED PLANS. 3. REMOVE EXISTING ASPHALT AND/OR CONCRETE PAVEMENT AND CURB AS INDICATED ON THE DEMOLITION PLAN. 4. INSTALL STORM DRAINAGE IMPROVEMENTS AS INDICATED ON THE APPROVED PLANS. 5. INSTALL FUELING CANOPY AND ASSOCIATED IMPROVEMENTS AS INDICATED ON THE APPROVED PLANS. 6. INSTALL SITE PAVING AND CONCRETE CURBING. 7. INSTALL SITE LANDSCAPING AND IRRIGATION AS INDICATED ON THE APPROVED PLANS. 8. EROSION CONTROL MEASURES TO BE MAINTAINED IN ACCORDANCE WITH THE APPLICABLE STANDARDS AND MANUFACTURERS RECOMMENDATIONS THROUGH THE DURATION OF THE SITE DEVELOPMENT. 9. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF APPROVED BY THE AUTHORITY HAVING JURISDICTION. COSTCO WHOLESALE FUEL FACILITY EXPANSION 35100 ENCHANTED PARKWAY SOUTH, FEDERAL WAY, WA 98003 T Z 73 N z N HAULING/SILTATION CONTROL NOTES 1. PUBLIC STREETS ARE TO BE KEPT CLEAN OF DIRT AND DEBRIS GENERATED BY WORK. CLEANUP SHALL BE BY SWEEPING AND/OR OTHER APPROVED METHODS ON A DAILY BASIS. 2. CONTRACTOR SHALL PROVIDE SILT BAGS OR OTHER SILTATION CONTROL MEASURES ON EXISTING CATCH BASIN(S) IN PROXIMITY OF WORK WHICH HAVE POTENTIAL TO RECEIVE SURFACE RUNOFF FROM THE WORK AREA OR ANY LOCATIONS THAT MAY BE DESIGNATED BY THE AUTHORITY HAVING JURISDICTION DURING THE COURSE OF THE WORK. 3. EFFORTS SHALL BE MADE DURING CONSTRUCTION ACTIVITIES TO STABILIZE ALL DISTURBED AREAS AS QUICKLY AS POSSIBLE TO MINIMIZE EROSION. 4. ITEMS FOR DEMOLITION ARE DEPICTED PER DESIGN DRAWINGS. CONTRACTOR TO VERIFY AND LOCATE ANY ITEMS FOR DEMOLITION PRIOR TO START OF CONSTRUCTION AND NOTIFY BARGHAUSEN CONSULTING ENGINEERS, INC. IMMEDIATELY OF ANY DISCREPANCIES. 5. CONTRACTOR TO REVIEW AS -BUILT DRAWINGS IN PROJECT AREA AND REMOVE AND/OR RELOCATE ANY SITE APPURTENANCES IN PROJECT AREA THAT IMPACT THE PROJECT. STAGING AREA NOTE 1. CONTRACTOR TO COORDINATE WITH ARCHITECT, COSTCO CONSTRUCTION PROJECT MANAGER AND WAREHOUSE MANAGER TO DETERMINE APPROPRIATE STAGING AREA. STAGING AREA TO COMPLY WITH COSTCO PROPERTY MANAGEMENT STAGING REQUIREMENTS. COSTCO FACILITY #61 DANDY BAG®II ;TRAPS DANDY BAG®II STANDARD FABRIC IS AN ORANGE WOVEN MONOFILAMENT DUMPING STRAP ALLOWS FOR EASY REMOVAL OF CONTENTS INLET PROTECTION NOT TO SCALE DANDY BAG II INSTALLATION AND MAINTENANCE GUIDELINES: INSTALLATION: REMOVE THE GRATE FROM CATCH BASIN. IF USING OPTIONAL OIL ABSORBENTS; PLACE ABSORBENT PILLOW IN UNIT. STAND THE GRATE ON END. MOVE THE TOP LIFTING STRAPS OUT OF THE WAY AND PLACE THE GRATE INTO THE DANDY BAG® II SO THAT THE GRATE IS BELOW THE TOP STRAPS AND ABOVE THE LOWER STRAPS. HOLDING THE LIFTING DEVICES, INSERT THE GRATE INTO THE INLET. MAINTENANCE: REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM VICINITY OF UNIT AFTER EACH STORM EVENT. AFTER EACH STORM EVENT AND AT REGULAR INTERVALS, LOOK INTO THE DANDY BAG II. IF THE CONTAINMENT AREA IS MORE THAN 1/3 FULL OF SEDIMENT, THE UNIT MUST BE EMPTIED. TO EMPTY UNIT, LIFT THE UNIT OUT OF THE INLET USING THE LIFTING STRAPS AND REMOVE THE GRATE. IF USING OPTIONAL OIL ABSORBENTS; REPLACE ABSORBENT WHEN NEAR SATURATION. FEDERAL WAY EROSION AND SEDIMENTATION CONTROL NOTES: 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (I.E. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED (I.E. ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS. 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 7, ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO FURTHER WORK IS ANTICIPATED OR A PERIOD OF 2 DAYS (WET SEASON) OR 7 DAYS (DRY SEASON), SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (I.E. SEEDING, MULCHING, NETTING, EROSION BLANKETS, ETC.) 8. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN 15 DAYS. 9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 24 HOURS FOLLOWING A STORM EVENT. 10. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 11. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 12. WET SEASON REQUIREMENTS AS DESCRIBED IN APPENDIX D, SECTION D.2.4.2 OF THE KCSWDM ARE IN EFFECT BEGINNING OCTOBER 1 THROUGH APRIL 30. 13. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION OR DISPERSION SYSTEM, THE FACILITY SHALL NOT BE USED AS A TEMPORARY SETTLING BASIN. NO UNDERGROUND DETENTION TANKS OR VAULTS SHALL BE USED AS A TEMPORARY SETTLING BASIN. 14. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (I.E. ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE). 15. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES. 16. MANAGEMENT PRACTICES PROVIDING SIGNIFICANT TREE PROTECTION SHALL BE PROVIDED PER SECTION 19.120 OF 0 w J H m Ln Qf w a min PERMIT NO. XX-XXXXXX-XX-XX APPROVED F- 2"X2" BY 14 Ga. WIRE OR - EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC 6' MAX. I I POST SPACING MAY BE MINIMUM 4"x4" TRENCH u INCREASED TO 8' IF BACKFILL TRENCH WITH NATIVE SOIL WIRE BACKING IS USED OR 3/4" TO 1-1/2" WASHED GRAVEL NOTE: FILTER FABRIC FENCES 2"x4" WOOD POSTS, STEEL FENCE SHALL BE INSTALLED ALONG POSTS, REBAR, OR EQUIVALENT CONTOURS WHENEVER POSSIBLE SILT FENCE NOT TO SCALE DEMOLITION NOTES 1. ALL PAVEMENTS, SLABS, GROUND COVER, UTILITIES, ETC., INSIDE DEMOLITION LIMITS SHALL BE REMOVED UNLESS OTHERWISE SHOWN ON THE PLANS. 2. CONTRACTOR SHALL CONTACT AND COORDINATE WITH THE VARIOUS UTILITY COMPANIES ON REQUESTING DISCONNECTIONS, REMOVALS AND/OR RELOCATION OF EXISTING SERVICE. 3. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS AND CONSTRUCTION APPROVALS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK. 4. CONTRACTOR SHALL REPLACE ALL EXISTING CURB, PAVEMENT AND/OR LANDSCAPING DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY. 5. CONTRACTOR SHALL, PRIOR TO CONSTRUCTION OR REMOVAL OF IMPROVEMENTS, FIELD VERIFY AND CONFIRM LIMITS OF DEMOLITION AS WELL AS EXISTING UTILITIES AND IMPROVEMENTS TO REMAIN. EROSION CONTROL NOTES 1. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION OF EROSION AND SEDIMENT CONTROL BMPS WHEN RAIN IS IMMINENT. 2. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE AUTHORITY HAVING JURISDICTION AFTER EACH RUN-OFF PRODUCING RAINFALL. 3. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE AUTHORITY HAVING JURISDICTION DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 4. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED. CONSTRUCTION SEQUENCE: 1. SCHEDULE AND ATTEND PRE -CONSTRUCTION CONFERENCE WITH THE AUTHORITY HAVING JURISDICTION, IF REQUIRED. 2. INSTALL CATCH BASIN PROTECTION AS INDICATED ON THE APPROVED PLANS. 3. REMOVE EXISTING ASPHALT AND/OR CONCRETE PAVEMENT AND CURB AS INDICATED ON THE DEMOLITION PLAN. 4. INSTALL STORM DRAINAGE IMPROVEMENTS AS INDICATED ON THE APPROVED PLANS. 5. INSTALL FUELING CANOPY AND ASSOCIATED IMPROVEMENTS AS INDICATED ON THE APPROVED PLANS. 6. INSTALL SITE PAVING AND CONCRETE CURBING. 7. INSTALL SITE LANDSCAPING AND IRRIGATION AS INDICATED ON THE APPROVED PLANS. 8. EROSION CONTROL MEASURES TO BE MAINTAINED IN ACCORDANCE WITH THE APPLICABLE STANDARDS AND MANUFACTURERS RECOMMENDATIONS THROUGH THE DURATION OF THE SITE DEVELOPMENT. 9. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF APPROVED BY THE AUTHORITY HAVING JURISDICTION. COSTCO WHOLESALE FUEL FACILITY EXPANSION 35100 ENCHANTED PARKWAY SOUTH, FEDERAL WAY, WA 98003 T Z 73 N z N HAULING/SILTATION CONTROL NOTES 1. PUBLIC STREETS ARE TO BE KEPT CLEAN OF DIRT AND DEBRIS GENERATED BY WORK. CLEANUP SHALL BE BY SWEEPING AND/OR OTHER APPROVED METHODS ON A DAILY BASIS. 2. CONTRACTOR SHALL PROVIDE SILT BAGS OR OTHER SILTATION CONTROL MEASURES ON EXISTING CATCH BASIN(S) IN PROXIMITY OF WORK WHICH HAVE POTENTIAL TO RECEIVE SURFACE RUNOFF FROM THE WORK AREA OR ANY LOCATIONS THAT MAY BE DESIGNATED BY THE AUTHORITY HAVING JURISDICTION DURING THE COURSE OF THE WORK. 3. EFFORTS SHALL BE MADE DURING CONSTRUCTION ACTIVITIES TO STABILIZE ALL DISTURBED AREAS AS QUICKLY AS POSSIBLE TO MINIMIZE EROSION. 4. ITEMS FOR DEMOLITION ARE DEPICTED PER DESIGN DRAWINGS. CONTRACTOR TO VERIFY AND LOCATE ANY ITEMS FOR DEMOLITION PRIOR TO START OF CONSTRUCTION AND NOTIFY BARGHAUSEN CONSULTING ENGINEERS, INC. IMMEDIATELY OF ANY DISCREPANCIES. 5. CONTRACTOR TO REVIEW AS -BUILT DRAWINGS IN PROJECT AREA AND REMOVE AND/OR RELOCATE ANY SITE APPURTENANCES IN PROJECT AREA THAT IMPACT THE PROJECT. STAGING AREA NOTE 1. CONTRACTOR TO COORDINATE WITH ARCHITECT, COSTCO CONSTRUCTION PROJECT MANAGER AND WAREHOUSE MANAGER TO DETERMINE APPROPRIATE STAGING AREA. STAGING AREA TO COMPLY WITH COSTCO PROPERTY MANAGEMENT STAGING REQUIREMENTS. COSTCO FACILITY #61 DANDY BAG®II ;TRAPS DANDY BAG®II STANDARD FABRIC IS AN ORANGE WOVEN MONOFILAMENT DUMPING STRAP ALLOWS FOR EASY REMOVAL OF CONTENTS INLET PROTECTION NOT TO SCALE DANDY BAG II INSTALLATION AND MAINTENANCE GUIDELINES: INSTALLATION: REMOVE THE GRATE FROM CATCH BASIN. IF USING OPTIONAL OIL ABSORBENTS; PLACE ABSORBENT PILLOW IN UNIT. STAND THE GRATE ON END. MOVE THE TOP LIFTING STRAPS OUT OF THE WAY AND PLACE THE GRATE INTO THE DANDY BAG® II SO THAT THE GRATE IS BELOW THE TOP STRAPS AND ABOVE THE LOWER STRAPS. HOLDING THE LIFTING DEVICES, INSERT THE GRATE INTO THE INLET. MAINTENANCE: REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM VICINITY OF UNIT AFTER EACH STORM EVENT. AFTER EACH STORM EVENT AND AT REGULAR INTERVALS, LOOK INTO THE DANDY BAG II. IF THE CONTAINMENT AREA IS MORE THAN 1/3 FULL OF SEDIMENT, THE UNIT MUST BE EMPTIED. TO EMPTY UNIT, LIFT THE UNIT OUT OF THE INLET USING THE LIFTING STRAPS AND REMOVE THE GRATE. IF USING OPTIONAL OIL ABSORBENTS; REPLACE ABSORBENT WHEN NEAR SATURATION. FEDERAL WAY EROSION AND SEDIMENTATION CONTROL NOTES: 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (I.E. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED (I.E. ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS. 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 7, ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO FURTHER WORK IS ANTICIPATED OR A PERIOD OF 2 DAYS (WET SEASON) OR 7 DAYS (DRY SEASON), SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (I.E. SEEDING, MULCHING, NETTING, EROSION BLANKETS, ETC.) 8. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN 15 DAYS. 9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 24 HOURS FOLLOWING A STORM EVENT. 10. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 11. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 12. WET SEASON REQUIREMENTS AS DESCRIBED IN APPENDIX D, SECTION D.2.4.2 OF THE KCSWDM ARE IN EFFECT BEGINNING OCTOBER 1 THROUGH APRIL 30. 13. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION OR DISPERSION SYSTEM, THE FACILITY SHALL NOT BE USED AS A TEMPORARY SETTLING BASIN. NO UNDERGROUND DETENTION TANKS OR VAULTS SHALL BE USED AS A TEMPORARY SETTLING BASIN. 14. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (I.E. ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE). 15. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES. 16. MANAGEMENT PRACTICES PROVIDING SIGNIFICANT TREE PROTECTION SHALL BE PROVIDED PER SECTION 19.120 OF 0 w J H m Ln Qf w a min PERMIT NO. XX-XXXXXX-XX-XX APPROVED F- F_ D J Q � a o oo) 'c � z ova O o < z a a- U 0 a O w J H Z Q O a F_ z Uwcn Z O w w W w U F- Q O W J � W 04 > � W 0) O�� =w 3Q= JQ III�00)0 o� U - �o 54947 '� _NA �i E �e�5 5 c V N N 0 z o V > ¢ Z 2 d p, N 7) LdLo U 'p y 0 M c C 3: Y V y to p 0 a 0 U Q 0 lw C u CNCD CN Z t •� c0 E N u o Qi V_i j C a0'1N 6 a s 3 tn N>a� L0 a-,' f V Mm tt0'' (4�, i N W V r c 0 n X i U) W 3 N CD z O Wo 0 U)r N U� DATE - 1.111111111111111111111111.11111 AREA 3 1 WPM r I 1 � LI I . 04 0 10' 20' 40' SCALE: 1 "=20' II. . I II. II III �. I I I �1:::.v I I III.. '• I I I Il..; •:. I I III: .: .: �.:.• I I 1,1 I I I Ik . • . � •. EXISTING ROCK WALL TO REMAIN I I III .::..:• . '� I I III.:. •: .; .. I I 1 1 `) 1 ,L•:: " 1 1 I I 1 1.•. �. I I 1 ,1: .•••: II 1,1.• EXISTING LOT 1 Q LIGHT , W TO REMAIN I I I I ZI I 111' I I I ,I• W II II ' II ' I I I L I I life ,I,7 ; ,U I I Ili 1 IL I I � I l• 1MRROVEMEI 1 "=20' V SITE AND HORIZONTAL CONTROL PLAN COSTCO WHOLESALE FUEL FACILITY EXPANSION 35100 ENCHANTED PARKWAY SOUTH, FEDERAL WAY, WA 98003 LINE TABLE Line # Length Direction L 1 33.55 S28° 1 1 ' 57.26"E L2 31.24 N 1 ° 02' 43.22"E L3 32.23 S 1 ° 19' 36.10"W L4 1.43 N89° 11' 13.78"W L5 7.42 N88° 57' 16.78"W L6 32.23 SO* 25' 06.99"W L7 1.23 S88° 57' 16.78"E L8 1.08 S88° 57' 16.78"E L9 0.80 S5° 47' 01.16"W L10 31.24 N1' 02' 43.22"E L11 19.35 S1° 49' 31.88"W L12 1.07 N89° 11' 13.78"W L13 28.18 S1° 34' 40.22"W COSTCO FACILITY #61 LINE TABLE Line # Length Direction L14 61.17 S1° 30' 54.46"W L15 13.40 S1° 14' 03.71 "W L16 7.85 S1° 38' 24.05"W L17 6.33 S1° 08' 05.54"W L 18 73.64 S 1 ° 32' 03.10"W L 19 6.07 S89' 55' 57.30"E L20 1.62 S89° 55' 47.94"W L21 0.12 N 1 ° 21 ' 40.32 "E L22 15.00 N88° 25' 47.03"W L23 4.49 S41° 43' 44.59"W L24 2.48 S44° 17' 57.55"W L25 2.53 S46° 08' 48.01 "W L26 5.00 S48° 55' 25.36"W II II � II II II II l II II � II II � II II I II II I VG LOT II II II II II II )HT II II II 'EMAIN IUI I I II i II ,1 r EXISTING LOT LIGHT TO REMAIN EXISTING TANK \ /7ADDITIVE . TO REMAIN I� A� I I Y �I I EXISTING VENTS \ TO REMAIN 00 CURVE TABLE Curve # Length Rodius Delto C 1 5.74 3.00 109.65 C2 6.30 4.00 90.23 C3 4.32 4.00 61.93 C4 5.52 3.50 90.39 C5 5.46 3.50 89.37 C6 6.28 4.00 90.00 C7 5.51 3.50 90.28 C8 6.28 4.00 90.00 C9 6.30 4.00 90.23 C 10 5.47 3.50 89.49 C 11 5.45 3.50 89.22 C 12 3.17 9.99 18.20 C 13 17.21 77.35 12.75 kiV/ EXISTING LOT LIGHT TO REMAIN - /,X C4 - L4 17 5 ` � f I 9 I L6 1 h4 I II II , I I I I I I I I , I I O II II II , II I II II I II , C5 L8- II O EXISTING 15' WATER EASEMENT _ bdb'S125"E 1221.98' 1-- L22 EXISTING "NO LEGEND I, I Ol----------- --- I i l 1 i l ,1 26 6 II i , I I II Ill I, I , 25 O' Li SITE IMPROVEMENT AREA 3 PN 1'=20' 26 ' 25 I 6 20 II II II II II �'\ O 5 ,. II I II , II I II , II I II O II ,I II II I I II - - II II II I , I II ,I II u u II n II ,, _/• I II /I II II II 1 ,, II II II I I' II II ` O , I II II � II 6 u II - II II t it O 7 ` II u I -- •;\ I I I I 26 n ' II II II II II I I II II II III , II II II III II II I II II IL I I III I I ---- 5 II II ` 10 II II I II II II II II 'I i II (uc I� I� L15 I II II II T(U�) II II I JG,1 i II II II II - - - - II L' T(UG) ii l� I O - ING)_--- --T(UG)�I ( 71�UG) '(L( �-T(IUc) I l q] n II I II SITE IMPROVEMENT AREA 2 04 1'=20' PROPOSED SLURRY SEAL 0# SITE DEVELOPMENT NOTES: 1. PROPOSED 3,892 SF FUEL CANOPY EXPANSION. SEE STRUCTURAL PLANS. 2. PROPOSED REINFORCED CONCRETE FUELING AREA DRIVE SLAB. SEE DETAIL ON SHEET C6.1. 3. NEW PUMP ISLAND MULTI -PRODUCT DISPENSER AND PUMP ISLAND. SEE DETAIL ON SHEET C6.0. 4. PROPOSED REINFORCED CONCRETE DRIVE SLAB OVER TANKS. SEE DETAIL ON SHEET C6.1. 5. PROPOSED HEAVY DUTY ASPHALT PAVEMENT. SEE DETAIL ON SHEET C6.1. 6. PROPOSED LIGHT DUTY ASPHALT PAVEMENT. SEE DETAIL ON SHEET C6.1. 7. PROPOSED CONCRETE BARRIER CURB. SEE DETAIL ON SHEET C6.1. 8. PROPOSED ON -SITE SIDEWALK. SEE DETAIL ON SHEET C6.1, AND ARCHITECTURAL PLANS. 9. PROPOSED DIRECTIONAL PAVEMENT MARKING. SEE ARCHITECTURAL PLANS. 10. PROPOSED PARKING STALL PAINT STRIPING. SEE ARCHITECTURAL PLANS. 11. PROPOSED LANE PAVEMENT PAINT STRIPING. SEE ARCHITECTURAL PLANS. 12. PROPOSED CONTROLLER ENCLOSURE, SEE ARCHITECTURAL PLANS. 13. PROPOSED CONTROLLER ENCLOSURE RAMP. 14. PROPOSED EMERGENCY SHUT-OFF SWITCH. SEE TANK AND ELECTRICAL PLANS. 15. PROPOSED ASPHALT SLURRY SEAL. APPLY PER OWNERS SPECIFICATIONS. 16. PROPOSED OFF -SITE CONCRETE SIDEWALK. SEE DETAIL ON SHEET C6.5. 17. PROPOSED SIGNAGE, SEE ARCHITECTURAL PLANS. 18. PROPOSED LANDSCAPE AREA. SEE LANDSCAPE PLANS. 19. RECONSTRUCTED DRIVEWAY. SEE DETAIL ON SHEET C6.5. 20. PROPOSED CHANNELIZATION PAVEMENT STRIPING. SEE ARCHITECTURAL PLANS. 21. EXISTING ELECTRICAL TRANSFORMER TO BE UPGRADED. 22. PROPOSED RETAINING WALL SEE DETAIL ON SHEET C6.1. 23. PROPOSED CURB WALL SEE DETAIL ON SHEET C6.1. 24. PROPOSED BOLLARD (TYP.). SEE DETAIL ON SHEET C6.0. 25. PROPOSED CONCRETE SWALE. SEE DETAIL ON SHEET C6.0. 26. PROPOSED SAWCUT LINE. SEE LAP JOINT DETAIL ON SHEET C6.0. 27. PROPOSED OFF -SITE CURB AND GUTTER. SEE DETAIL ON SHEET C6.5. 28. RELOCATED LOT LIGHT. SEE ARCHITECTURAL PLANS FOR DETAILS. Z J2 H (Lz) J � C o c0 o 3 ' Z 3:: 0) Z O Sao U J a aka (L � U m a O �' Z W J W Z J O a a�F_ U "a OVwcn 3:0 o w W ILL O U a N W `1 M_" Z O m a O C) � 6 (V O F_ _ , 04 F_ 6 PERMIT NO. XX-XXXXXX-XX-XX HORIZONTAL CONTROL NOTE: ---------------- - DIMENSIONS AND COLUMN LOCATIONS WITH RESPECT TO THE FUEL FACILITY CANOPY ARE FOR REFERENCE ONLY. REFER TO ARCHITECTURAL PLANS BY MG2 FOR EXACT HORIZONTAL CONTROL 16 AND PLACEMENT OF THE FUEL FACILITY. BARGHAUSEN CONSULTING ENGINEERS, INC. ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF APPROVED REFERENCED HORIZONTAL CONTROL. ■ DATE W J � W 04 C) > W � O�� =w 3Q= JQ III�00)0 o� U - O U_ E.S. �QN OF A tic �10 0 ' z �o 54947 �`1_ �Fs F0/SIER� S/0NA L I I I I 75 0 � N O N > O 2 N 7) � U l0 II N M C C Y 3: U p i to O N a ks) 0 C UQ 0 C u Vf � � � t .� Im t0 C LV c� � M a0')N 00 NaQq Ln a-,' f V cMv W tO' V 0j r (1)N Y Nt z O -0 O �/ /n r c 0 U) C 0 CL x I Lai 10-111 GRADING PLAN COSTCO WHOLESALE FUEL FACILITY EXPANSION 35100 ENCHANTED PARKWAY SOUTH, FEDERAL WAY7WA 98003 Lo== 04 0 5' 10' 20' SCALE: 1 "=1 O' N , JGl a a � IrR .25 t 1 II I a EX, USTs ;- 1` o , 1♦1 , 259.0± MV.. I II C I a 1 so a 259.4± ME 259.1 ± ME AGJ . a Q a 8* .99 1 ± ,11� II a , ----------- I I I a a a, s, -�-_------ - � ---- N; III I , ° a II= II a g • 89. o 25g I II I 3% ° I 9 1, ,58.95 a a 259.15. L� . 259.1 ° .. i 7 I 2L I I , N mIV U COSTCO FACILITY #61 J G I0 J 259.9± ME E �G c I� --- - - _ - --- -- , J `'&O �2�55_91:_35 ,-,n 2 59.83 ° ° ° 259.68 TPI 258.87 L 258.95 ��°� ° a 6 25§'.8 259.21 . 0 4 a\. ��jo 2�5 .48 TPI 259.87 TPI pr°�J ° 6 I �� 59.00 n ° 1.3% `' �\ �, 59.0°4 �� _ IJ° 259.41 : 4 p 260.3� T I ° I a ",II�III 259.94 � a I� I II a In . ►. l r �Q ° a' _ - - � a ° pro a259.88 % - IJ . �- I �° 4 ° ° 6 -- ------ --- ------ l-- -' ,---o 259 z ----- � n I I ° I \ ° it ■ n n n 9 LEVEL RAISED CONCRETE ISLAND CONCRETE DRIVE SLAB- / SLOPE PER PLAN I I � O � I1 '11p I I; I I� I� I c I I I � II / N � II I I t II al I I I I i I N I / II II II II I I I II I I a \ l II \ II I� ,1 � II a Ir I / ,I a O/ / / / \ J I 261.67 TA � '" 26).32 N �260.9± ME 262.17 TC I I I I 261.1 ± ME \ 261.39 261.7± ME 261.4± ME \\ 261.36^' 2611.- 261. `\ \ �. 3 261.47 �% \61 4\ 6 .3 a 261.00 o 1d 60 32�61.34 I 1 261. 26 7 ° o 261.3 s - - 261.34 , TW=261.35 ) - ss ss - ss ss - ss ss - ss ss /ss, - ss I TW=262.10 �� `� ,' FF=261.5± / 77 _ r i 261.34 \ -264� 0W=264.15 -265-� 266 / �6 88'31'25"W �5.29' O 2 / o UTH\ N ... STREET .. I N 1 . s il"w 70.il' Io o � J o � , 0 26 .1 ± M ' I 61.0± ME 261.98 TA\ _ 261 82 TC 5 1 260.6± ME �Gc ± 260J± ME N 0 J\ I 260.7f N r^ a M 1 o 0 C. m Nee TOP OF ISLAND MEASUREMENT NOT TO SCALE GRADING NOTES 0 0 o � > Q O 01) Z Z 0 Q Q a � Q Q m U IL > U m Z W Q O J H W Q Q Z J O 0=W U� of U "a 0 0 a N W m.0 Y W W 0 0 cv) W LL U � m 0 ' N N � � F- o Z 1. ALL SPOT ELEVATIONS SHOWN ARE TO FINISH SURFACE (TOP OF ASPHALT OR TOP OF CONCRETE PAVEMENT, NOT TOP OF CURB/SIDEWALK) UNLESS OTHERWISE NOTED. TC = TOP OF CONCRETE SIDEWALK/CURB TP = TOP OF PAVEMENT ME = MATCH EXISTING ELEVATIONS FC = FLUSH CURB GB = GRADE BREAK TW= TOP OF WALL 2. CONTRACTOR SHALL MATCH EXISTING ELEVATIONS AT ALL SAWCUT LOCATIONS. 3. PERMANENT SLOPES SHOULD BE INCLINED NO STEEPER THAN 2H:1V AND BE PLANTED WITH A DEEP-ROOTED, RAPID -GROWTH VEGETATIVE COVER AS SOON AS POSSIBLE AFTER COMPLETION OF SLOPE CONSTRUCTION. ALTERNATIVELY, THE SLOPE SHOULD BE COVERED IN PLASTIC, STRAW, ETC. UNTIL IT CAN BE LANDSCAPED. 4. IMPORTED STRUCTURAL FILL SHOULD CONFORM TO SECTION 9-03.9(3) OF THE GEOTECH REPORTS STANDARD SPECIFICATIONS. THE CONTRACTOR SHOULD SUBMIT SAMPLES OF EACH OF THE REQUIRED EARTHWORK MATERIALS TO THE GEOTECH FOR APPROVAL PRIOR TO USE. THE SAMPLES SHOULD BE SUBMITTED AT LEAST 4 DAYS PRIOR TO USE. PERMIT NO. XX-XXXXXX-XX-XX APPROVED W J N > � W Fr O 0 Q =w3:: 3Q= JQ III� 0) o� U- �o ,p 54947 ALI�ENG�� o p V O O II Z U N V) > 0 a N - u U N y v y M c ?� Y U p .� 0 U Q 0° C v 1A C � � 3 C •� O Im vi i C LLI c\1 O M :3aOONN N >a> l�9 U) t- > j C Lo + " m O N N N m V rOY!t 1. r.-* 0 c a I 0 c 0 0 Lo Z 0 Oo � � N O i 0 V N DATE � I 7 / I \ 265.3± ME - - - - - - 265.3± ME / \ 26�� N I� n GRADING AREA 1 10' /1 IE,E265.6/ s ± M \ 265.7± M a v a i I I� I I N , Q3 , N Nt I I I I I N � b/ NElio, NOW I / \ n GRADING AREA 2 I � 2 N 6�\ 1.8± M � \ 1 7+ N ' i ON N 261.7± ME " '------------- 2 - E,,- \ / N O oz ? N CN n GRADING AREA 3 1"=1o' 262 262.9± ME \ 262� 8± ME _ 26�_ 263.6± ME �262.86 263.4 262.8 I I I 1 263.79 1 263.5± M 263.9+ ME I ' J dmLzj WE 281.0± ME / � 81.1 ± ME ' ss \SQ 0 v l 11 \ s l 1 s0 \ \ ss s° \ 1 1 � / , 1 sos 1 � 'lot, ce \ ' \ a 1 1 I I 1 1 1 1 � 1 � 281.0± M 0. ± I 281.2 ME \ I \ 00 282.4± E* I N I 281.2± ME ' g24 FL ------ - - _ -282.4 2.FL - ------ -\\ - 824 6 28 .7± i a s sD N----------------- 6. ME- 1.1+ ME 281.14 228 ±2±MM I _ II Iss n GRADING AREA 4 GRADING PLAN COSTCO WHOLESALE FUEL FACILITY EXPANSION I �', 35100 ENCHANTED PARKWAY SOUTH, FEDERAL WAY7WA 9800 GRADING AREA 11 +M I 266.98 266.9± ME a � \� 0 267.8± ME \ \o 268.0ME ± / 4± \ lop / 268.4± ME I \o / I lop \ 268.2±/ME 2 N T(UG) T(UG) -----------269.00 I I \o / 268.69 I a I I �o ti I I I I I s 268.8 I I I I , I , I I I I , I I I I I I I ' � I I 4.29 I / � I 269.09 I 269.38 269. V \ 1269.1± ME / Oaa Q� LAC' \ 1 269.4E \ 1269.2± Mi I ---------- N � I 269.48 c \ v�i / \ \ 1 \ I N \ I I I I 1 269.7± 1 I o N II I N I I I � I / 1 I 270.14'ry / I I 270.2+ ME 270.37/ N- 7 �GRADING AREA 5 1'=1 o' COSTCO FACILITY #61 IN ---- I mmov"'firm o F o I = o ; - LIL:I- -A_ Ngp 4 8 352ND STREET n SITE- KEY MAP NTS 112 1 111 11 - ____ � �� IIIIIIIIIIIIIII:%:I' ill 1: 1111 IN 1H, %I rl.�i i lIii i l l lip, ----i.',oii : GRADING AREA 6 271.6± ME 2ME 271.5± ME 271.44 EXISTING RUNNING SLOPES ON PUBLIC n - SIDEWALK ARE NON -COMPLIANT AS AN 271.6±' M - ADA CROSS SLOPE. CONTRACTOR TO f TRANSITION SLOPES EAST OF THIS POINT / AS SOON AS POSSIBLE TO ENSURE ADA 2 1.63 COMPLIANT SLOPES PER PLAN. J N PROPERTY I INF 3D SD SD -XSD SID 271.2+ N �0 27 w-w�w-w-w GRADING AREA 6 1'=10' I � I � I I ME N ' 1 > 1 1 1 1 \ 1 1 1 � 1 , I � a 1 1 I 1 1 \ 1 1 � 1 1 1 1 I a 1 1 I 1 k \ I 1 1 I 1 � 257.6+ ME 1'1 '11 257.8± ME 257.5± ME ma's 70.06 _----- �\ 257.5± ME 1 '1 0.2± ME-257.5± ME 14� 257.5± 1 1 1 1 1 I ' 1 a I ± I 1 1 / 1 1 , 1 270.49 f 1 1 1' 257.1 ± ME 1 L/ INC)a '1 25 .2+ ME I 270.i± ME r(uc) r(uc / � Ow' T 25 .3± ME _ r(Uc) N GRADING AREA 7 Mimi 1'=10' A -275- SD_ - SD 5.2± ME , i.2± ME i.3± ME J m to of W a U a a N W Y � U T �m 0 C14_ m N O ww`` \ � W N O F_ �z PERMIT NO. XX-XXXXXX-XX-XX 2 D 0 co � C� o(o Qco 30. V) ` �he Q 0 Q J Q � Q z p Q O � J 0 Q � Z Q Ovwcn p O Z w w U O 0 W Jcq � W � W � 0) O�� =w 3Q= III�JQ o� E.S. �QN OF A �o ,p 54947 TE �FS00NALE�G\�� N O O CN U \ N N FII o Z N 4) c U M 0 `O i N 0 0 U Q 0 O u C d i � � 7 . _ of �O C E W a) IN O Oi - 0 00) t 3 r4 Q C �_ a-,' f V m m O V c�1 00�� N Lo 0 In c c i Lo (o T E APPROVED z 0 t o _0 //� N O V DATE - SITE CROSS SECTION m PT-7 K;� P-1-0fol m COSTCO WHOLESALE FUEL FACILITY EXPANSION 35100 ENCHANTED PARKWAY SOUTH, FEDERAL WAY, WA 98003 COSTCO FACILITY #61 EXISTIN GROUND PROPOSED FINISHED GRADE � J. SLAB EXISTING ROCKERY EXISTING PROPERlY 1-1w__ EXISTING <> GROUND PROPOSED FINISHED GRADE Ln Npo cli 0) 0-) Lo Ln CN N cn Lo Ln CN (o a; U) Lo Ln CN N Lo Ln "i . U) � N N 00 COoq u� m 0-) Lc) � CN N cn CD Lr) CN N co CD (o co CN 2W 2W ffw CROSS SECTION A H: 1 "=20', V: 1 "=5' EXISTING GROUND PROPOSED IFINIbHLU GHAUL FUEL STATION bLAB EXISTING GROUND PROPOSED FINISHED GRADE CONCRETE OSEB SWNLL CD m . Ln r-- O� . Ln N Lo Lq c-o m moo, Lo Lf� N N 00 Lo Ln 0-) ul Lf� N N 6 0) . Ln A W) NCN a; 0� . Lo Ln Ln CN Ln C"j 06 Ln CN cj Ln 6=I ffm CROSS SECTION B H: 1"=20', V: 1"=5' Ki-ol 2,% qE�l 265 255 FV-11 245 F• c .0 z o o 0 < 3:: co 0) z U'ea0 w Q Q cf) m V) cf) 0 H < 0 LLI Z0 Q o w F- w 0 t5 L) a cn ww-y 0 0 LLI L) 0 LL m C) C14 Z C14 6 z w N -1 < W 041 C:) cl) > ()o w 0) 0 w 3: 3f 0 III�JQ C)o D 0 0 E.S. 54947 6,1 s I I -NA L x 0 76 04 cU 10 II U) 0 11 0 > U) LLJ Ln c .91 c Y u 0 > U) 0) 0 q) r_ 0 U 0. a i-- 0 0 u C! 4-J D 0 E 0 LLI 000 U) N U) is < 0) Lo +s m m r— 0 N u ro-1) c: a) �e C%Lti 4 �,t c 0 U) PERMIT NO. XX-XXXXXX-XX-XX cr c Lo (o E �D APPROVED z 4N 0' V) _0 o DATE N 0 5' 10' 20' SCALE: 1 "=1 O' DRAINAGE AND UTILITY PLAN COSTCO WHOLESALE FUEL FACILITY EXPANSION 35100 ENCHANTED PARKWAY SOUTH, FEDERAL WAY7WA 98003 UTILITY cRossiNG Now: COSTCO FACILITY #61 CONTRACTOR SHALL MAINTAIN MINIMUM SEPARATION OF 6" VERTICAL SEPARATION BETWEEN UTILITIES UNLESS OTHERWISE REQUIRED BY THE CITY OF FEDERAL WAY AND LAKEHAVEN UTILITY DISTRICT. CONTRACTOR TO VERIFY SEPARATION REQUIREMENTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. uz, 101 I 1 I / I CN �, 1 1 I ' Q a\\ d i v / pruc) ' ° 27 LF 8" SDC�A 5.14% `n ° I v Il \. n 1 4° a a\ p N /1.00%i 4 . a d d 1 rucJ ° 17 LF 6" SD @ I h \ dE I I I I i IQ n fl Lr N I I ______________ 4 d ° ° 17 LF 6" SD Q 1.00% MIN. v . --a ------ - - d 4 ----- Ian 17 LF 6" SD 1.00% MIN. I 4 d d v 4 °rGaJ d ( 4 16a n � 0 16 d v. 4 . V - -L�° 4 ° O d d v 0 - 4 °. ' 17 LF 6" SD 0 1.00%4 MIN. I 1 0 \ I d CGp1f�7 �� / a °d ad�a o ° - A l 0 v � � \ a _ ° 0 1, I 130 LF 6" SD 0 1.00% -77 14 v ,I❑I I I ,I IN I II Ge d 1 \ 11 I I IJ � .47 LF 6' DI SS Q 1.00% , I ❑ .. o.. ' I ' '; I I 4 ❑ I I I , II dI I �'� /' I❑II ,, I I l I I r 7 LA / -- Kl* \ ' J � a \ 6 \ / 0 / 0 ` madia �STORIVI DRAIN NOTES 1. CONNECT PROPOSED ROOF DRAINS FROM INTERIOR OF COLUMN. SEE ARCHITECTURAL PLANS FOR ROOF DRAIN DETAILS. 2. CONNECT EXISTING 6" ROOF DRAIN TO PROPOSED 6" ROOF DRAIN. CONTRACTOR TO VERIFY EXACT INVERT ELEVATION OFF EXISTING STORM DRAIN LINES PRIOR TO EXCAVATION. IF CONFLICTS EXIST, CONTACT THE ENGINEER. 3. CONNECT TO EXISTING SANITARY SEWER CATCH BASIN. 4. PROPOSED MW#7-4.63'X5' MODULAR WETLAND SYSTEM W/ INTERNAL BYPASS. SEE DETAIL ON SHEET C6.4. CONVEY TO EXISTING STORM INFRASTRUCTURE. 5. PROPOSED MW#6- 4.63'X8' MODULAR WETLAND SYSTEM W/ INTERNAL BYPASS AND GRATED INLET. SEE DETAIL ON SHEET C6.4. CONVEY TO EXISTING STORM INFRASTRUCTURE. 6. 138 LF CUSTOM ACO K200 KLASSIKDRAIN SLOPED CHANNEL TO EAST W/ TYPE 4780 SLOTTED DUCTILE IRON "QUICK LOK" GRATE. GRATED RIM TO MATCH PAVING GRADES. SEE DETAIL ON SHEET C6.2. 7. 57 LF ACO K100 KLASSIKDRAIN SLOPED CHANNEL TO OUTLET AT SOUTHWEST CORNER W/ TYPE 478Q SLOTTED DUCTILE IRON "QUICK LOK" GRATE. (ADA COMPLIANT) GRATED RIM TO MATCH PAVING GRADES. SEE DETAIL ON SHEET C6.2. CATCH BASIN TABLE CB#2, TYPE 1 W/GRATE RIM = 258.87 IE=257.48 (6" S) CB#3, TYPE 1 W/ SOLID LID RIM = 260.26 IE=255.43 (8" N) IE=255.43 (6" W) IE=255.43 (12" S) EX CB#73, RIM = 261.04 IE=259.00 (6" SE) EX. CB#79, RIM = 259.02 IE=257.01 (6" N) K2-621G-ACO CB, SEE DETAIL ON SHEET C6.2 RIM = 259.83 IE=256.81 (8" S) SDCO# 1, W/ TRAFFIC RATED LID RIM = 259.33 IE=256.73 (6" E) v\ I UTILITY POTHOLING NOTE: M. q �_ 3 ❑ EX. FUEL .. i O A d IF Z) c o Q a) co O �A > > 0) I L Q 00 a _ F- D Q (L>U Q m 0 p Q O N ZQ W J w Z J O a W 0 Q a af U 7) U "a ° Q Z Q cr = Up0 W O O M r W W LL U a W m. Y U `1 T m 0 \ 2 N N O c; W J N > � W O � Q =w� 3Q= JQ III� 0) o� u- �o p 54947 DNA LT yo: �_ Yu I d a \ THE CIRCLED LOCATIONS ARE REQUIRED TO BE POTHOLED C NOPY.' ho: ----I SO �..SD 9D SD D �° � .: o. - SD-.;�_.SD SD -SD ..p -- I. A I %� TO VERIFY VERTICAL AND HORIZONTAL LOCATION OF ��.SD.'� . SD . Sp SD.'_ SD gp'-.SD \ O " �. S° sa. A�� I EXISTING UTILITY AND/OR POTENTIAL CONFLICTS WITH EX. - . ru o I o I° \� LING o a I I .. `.. . `.. a \ \ ) UTILTIES. POTHOLING SHOULD OCCUR PRIOR TO INSTAL C - I f v N I. I I • \ Are I EX, (;�79. 4 N g a d v I d \p 6`� / ANY PROPOSED UTILITIES. CONTRACTOR SHALL NOTIFY N =�� z r N \ BARGHAUSEN CONSULTING ENGINEERS INC. OF ANY N 0 > ,. P" I / CONFLICTS. iUG, ' [i' ° 1 I q .' I I 4 , i UC) . , d 4 vv Il --- 11\ I d I • " i NI, 111.1.d ,1111, �, ,`'; �� P(UG) P(uG) ,; Nc' P(UG) P(UG) P(UG) B(UG1 w l❑ n, I �� I ®aRY „TILITIE,5 KEYNOTE, 11e,`,lI ,,/r111 I I EXISTING 1. APPROXIMATE LOCATION OF UPGRADED POWER TRANSFORMER �' BACK - - -';-- =.-,�--L---s'� . _ 1 �' 4 \ AND POWER SERVICE LINE. CONTRACTOR IS RESPONSIBLE �. I I - - - - - COMMUNICATIONS l . " " - - - -----�--- I LINE TO REMAIN FILL, AND PAD. I " I \ I CONTRACTORFOR DIRTOTO� CONFIRM SCOPECONDUITMOFTWORK, MATERIALS, AND FINAL LOCATION WITH PURVEYOR. {I I 2. COMMUNICATIONS SERVICE LINE. APPROXIMATE LOCATION OF �� l I / \ I I SD - SD So SD\\� l I I I -SD L- so SD N \\ 7 \ I I LSD \ I I ?59 -somas \ \ \ I I I / p SD 1 I I I I so I q I° \ I / EX CE#73 \ El a l� \ \ - - I _ - - � \ S -ss- -ss- s -ss- L ` ------------------- s - ss - ss - ss ss - ss ss ss ---- --- ss - ss - ss ss ss - ss I / \ , d \\ - ------------ •12 LF 6" SD 0 100% - '.` ��\ �--9•-O_ � - Oar- -� �4 O � ----- OF 16 LF 6" SD CAD 1.00% o ,2 / � �88'31'25"W 75.29' _, 2 .. .. 52 . 6 - N 1. J T i � �' •N .. � N•. ..: N... ICI l O 2ND EET:. l ' N ls'11' w I 7 TIE TO EXISTING LOCATION Al REMOVED CONTROLLER ENCLOSURE. CONTRACTOR IS RESPONSIBLE FOR DIRT WORK, CONDUIT PLACEMENT, BACK FILL, AND PAD. CONTRACTOR TO CONFIRM SCOPE OF WORK, MATERIALS, AND FINAL LOCATION WITH PURVEYOR. 3. EXISTING COMMUNICATIONS BOX TO BE REPLACED WITH A WATER TIGHT LID. REMOVE AND REPLACE PAVEMENT AS NEED TO ELIMINATE PONDING ON LID. STORM DRAIN GENERAL NOTES: 1. ALL STORM DRAIN LINES SHALL BE PVC SDR-35 UNLESS OTHERWISE NOTED. ALL STORM DRAIN PIPES SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND CITY STANDARDS. PERMIT NO. XX-XXXXXX-XX-XX APPROVED a N - u U N y v y M > C Y U O 0 o i a o° 0 VA C L � � 3 � .� O Im O M �coN C3 ON Q N 110 .A YI C LO +S (V m O N N N m U co r- N Y / (o z O O 0 ( N . A N E 0 Q 0 0 a cr cr N DATE STORMWATER QUALITY IMPROVEMENTS 1 0 0 0 O O O O 1 O O O O 0 O O O O O O O I O I I I O 0 O O I I O I O 1 1 0 O I O I s ., COSTCO WHOLESALE FUEL FACILITY EXPANSION 35100 ENCHANTED PARKWAY SOUTH, FEDERAL WAY7WA 98003 COSTCO FACILITY #61 CONNECT TO EXISTING EXISTING STORM SANITARY SEWER TO REMAIN DRAIN PROPOSED 9'X 17' i �J m _" m E� "" I� MODULAR WETLAND WATER MSICE" QUALITY UNITS. SEE IE = 277.31 (12" S) DETAILS ON SHEET C6.1 EXISTING 18" PVC STORM / EXISTING TREE / / 4 LF 1 " SD CGD\ 1.00 DRAIN TO BE / 32 LF 12" SD @ 1,19% ° \ EXISTING PVC SD TO REMOVED / / REMOVED PROPOSED 9 X13 TO BE / MODULAR WETLAND sO ABANDONED IN WATER QUALITY UNIT /ss\ PLACE / EXISTING CURB , W/ GRATED INLET. SEE s°\ TO BE REPLACED / 1 1 / \ IN -KIND DETAIL ON SHEET C6.3 LF 2 SD .00� ' s G CURB TO ECCU IBENREMOVED IPMF*f Tmi. SAWCUT'D EXIST 1 I 115 LF' SD 0 14.14 , / / \ I I - - - - - - �' '' \ I I I ; LIGHTING LOT TO BE 1 q 120% 4 LF 12 a CONNECT TO II SID ; I RELOCATED FO'F .5QYLF 18" SD 4. 0% EXISTING CATCH CURB CUT\ I /4 L2" SD C1BASIN PROPOSED CURB \.. PROPOSED 9'X 17' -- -, i " 12 18 SD)� 12.25 o MODULAR WETLAND WATER I i 37 LF 12 SD 1.00% I o� QUALITY UNITS. SEE �\ �P(UG) EX. CB#25 DETAILS ON SHEET C6.3 SI,Gj' P(UG P(UG) P(U I , \ I , , ----- -- _ ROUTE EXISTING � �, , I ----- ------ POWER AROUND PROPOSED WATERQUALITY I PROPOSED 3' 0VAULTS EIIIIIIIIIIII� � � CONCRETE SWALE WATER QUALITY - MW#1 WATER QUALITY - MW#2 ROUTE EXISTING 1 "= 10' POWER AROUND CONNECT STORM DRAIN TO 1 "=10' PROPOSED WATER QUALITY EXISTING CATCH VAULTS BASIN. REPLACE GRATE W/ SOLID LID. II II II , qII'' II N \I I I r \r \ In \� I 1 I CONNECT TO EXISTING CATCH BASIN I ca X CB1€37 �` PROPOSED 9'X 13' `� i/ MODULAR WETLAND WATER QUALITY UNIT \ / W/ GRATED INLET. \ \ o ------------ - - --------' / SEE DETAIL ON SHEET I 24 LF 12" SD 0 22.03� J I I I I I lul I ' II ' I I II II \ II (/ 'I I I N I I I I / / ' / \ III P(U c, II I II II N Jim ;--w ��m� dN M M M M,m 046 I ' \ WATER QUALITY - MW#4 1 "=10' 04 PROPOSED 9'X13' MODULAR WETLAND WATER QUALITY UNIT W/ GRATED INLET. SEE DETAIL ON SHEET C6.4 �+ II I I II O II C II II I \ I 16 LF 12"SD 6.15% CONNECT TO I II II EXISTINGCATCHATCH I I I I I I I II 1 N I 11f11 I -tom a O I I E CBf44 I II I II I II Li r----------- \ III III \ I \ ///J•``\ I / / i � � III` II jII II II I \ \ II II I II I I I II I II II \ III I II II c) _\ \G) II G (UG) TNTNG)-�EU¢Qu�--{i1O(uT(UG)T(UG) T( ) T(U�_____ � I II I II II II ;I WATER QUALITY L111'=10' 04 L\ --- /I / ) I ' ' ' "- ------------- 8 302NU 5 I Fitt= WATER QUALITY - KEY MAP 1 "= 100' I I r I I II I II , II II II I II I \ II I' I 1 , 39 LF 12" SD a 0.50% I 1 1 , 1 \ 1 , \ � 1 1 1 1 \ I 1 \ 1 1 1 1 \� 1 1 a 1 1 \ I 1 1 \ 1 1 1 1 \ \ 1 1 j 1 \ a 1 1 1 1 1 ,1 1 I I 1 I I 1 I � , II ' I I it 1 II II II , 1 III II 1 1 T(Uc) a Ii� II 1 T(UG) II TNG) Uc) I 1 Tlu) - I \ I T \ I I / PROPOSED 9'X21' - j MODULAR WETLAND WATER QUALITY UNIT W/ GRATED INLET. SEE / DETAIL ON SHEET C6.3 i I N 9 T WATER QUALITY - MW#3 0 N N % �L o ... 6 b O Bb 0® STORM STRUCTURE TABLE CB# 1, W/SOLID LID RIM = 258.06 IE=253.44 (12" S) EX. CB#25, W/SOLID LID RIM = 282.28 IE=279.39 (12" W) EX. CB#37, RIM = 261.46 IE=253.81 (12" E) EX. CB#44, RIM = 262.25 IE=259.55 (12" NE) EX. CB#83, RIM = 265.38 IE=256.90 (18" W) EX. SDMH#54, RIM = 260.11 IE=251.09 (18" E) IE=250.57 (12" N) SDMH# 1, TYPE 2-60" FLOW SPUTTER SEE DETAIL ON SHEET C6.1 RIM = 263.19 IE=254.64 (18" E) IE=254.64 (18" W) IE=254.64 (12" N) IE=254.64 (12" S) SDMH#2, TYPE 2-48" W/SOLID LID RIM = 263.19 IE=253.23 (18" E) IE=253.23 (12" S) IE=253.23 (12" N) IE=253.23 (18" W) PERMIT NO. XX-XXXXXX-XX-XX APPROVED -17 w 0 w � o r o Q�� <0 �oa0 H J a:Z Q 0 W Z 0 0 W W U VJ O 0 C'7 W J � W 041 > � W � O�� =w 3Q= III�JQ o� L O 2 �o ,p 54947 �Fss�NALTEE�G\�� 0 ui o N 0 II U Z N N L U Ln o a'o .91 C 3 Y U 0 vI 0 m a i 0 0 U Q 0 No 0 U c u Ic N O � s •- E W � N M s o o Q 00 M L L Lo 4 N cv m O V N 00�e a N �,t o U) 0 a I toT U, E Z t o D toN o T DATE DETAILS LIP -RESISTIVE FINISH FILL WITH PREVENTION TECHNOLOGIES INC PETROLEUM RESISTANT SEALANT 1/4" x 1-1/2" SAW -CUT REBAR SIZE AND SPACING PER SLAB DETAIL 4 � o a v a v ao O°a o°a o°a o°a oO oO oO o0 00 00 0° ,OO 00O 000 000 oO,O�caO,O�coO,O�coO,O�caO,O�caO,O�caO,O�ro�' 'o'O°a'oOLT, OLr' O0"Ov'aOv'aOv''Ov'aO` %'ao` �0 000 000 000 000 100 000 000 100 060 0 6 c �Oa o°a o°a o°a o°�'o°�'0°0°000°00°� �0 000 000 000 000 000 000 000 000 000 �a°a�aO0oo�ao�'oo�'ao�ao�'oo�'oo `�0 000 000 000�p000-000 ^n^ -n^ SAW -CUT SHRINKAGE JOINT NOT TO SCALE #4 AT 18" OC, WHEN TYING TO FUELING AREA DRIVE SLAB, #4 AT 12" OC, WHEN TYING INTO TANK SLAB SLIP -RESISTIVE FINISH f a v COSTCO WHOLESALE FUEL FACILITY EXPANSION 1/2" WIDE X 1" DEPTH BLOCK OUT. FILL — WITH "PREVENTION TECHNOLOGIES, INC." 35100 ENCHANTED PARKWAY SOUTH,FEDERAL WAY WA 98003 PETROLEUM RESISTANT SEALANT, CONTINUOUS ALONG FUEL ISLAND. (TYPICAL) 7 4'-8 16„ COSTCO FACILITY #61 REFER TO STRUCTURAL DRAWING FOR REINFORCEMENT U 2' -0" 2'-0" 6" WIDE STEEL TROWEL FINISH 3' 1.5' I 1.5' SLOPE PER PLAN 0 p: J00 9� FLOWLINE OF CONCRETE SWALE �O( SEE TYPICAL JOINT SECTION DETAIL SHEET 23 0 0 °00c 8" THICK 4000 PSI o �o oc COMPRESSIVE STRENGTH Do ooc CONCRETE //\\//\\/� MIX PER SPECIFICATION. 12" MIN. (COMPACTED DEPTH) EXISTING SOIL J 6" MIN. (COMPACTED DEPTH) TO BE SCARIFIED, MOISTURE CONDITIONED AND CLASS 2 AGGREGATE BASE (AB) RECOMPACTED PER PROCEDURES OUTLINED IN THE SOILS REPORT. CONTRACTOR TO PROOFROLL SUBGRADE PER GEOTECHNICAL REPORT. NOTE: 1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT, AGGREGATE, OVER -EXCAVATION, AND SUBGRADE REQUIREMENTS. CONCRETE SWALE FILL WITH PREVENTION TECHNOLOGIES INC PETROLEUM RESISTANT SEALANT 1/4" x 1-1/2" SAW -CUT EPDXY DOWEL TO EXIST SLAB WITH HILTI HIT-HY 20OR ADHESIVE WITH SPECIAL INSPECTION 5/8"X 9" SMOOTH ROUND DOWEL AT 18" OC, MAX Q Q� a a Q a Q o ooa�000a�0000a�o° o°a 0600 ° o°a o° o°a oor ,0 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 off' O'cooOaoo' PaoOaao'cooOaao,cooOOaoa,'ao0000.(-,- )0 000 aoo 000 aoo 000 aoo 00o aoo 00o 00c _'o0°aoaaoo°aoaao0°aoaao0°aoaao0°aoC �O o00 000 000 000 000 000 000 000 000 -°aoaC�'ao O°aoaC�'ao O°' 0 0"ao Oaaoa�'ao O'ao 00 000 000 000 060 0�060 �E^ _n. '� OO°ao�aOO°n0,� r 1♦11\IT /1/\\1\Ir/►TI/1l\JIB T/\ r\/IAT1�1/� Al A 1"\ NOT TO SCALE of PAINTED PEARLESCENT WHITE 6" o STANDARD BLACK PIPE CONCRETE FILLED °a d GUARD POST NOTES: \ / a O GUARD POSTS SHALL ° ° COMPLY WITH ALL OF THE a O FOLLOWING REQUIREMENTS: 4 a. \ 1. STEELBSHALL \� CONFORMTOASTM , A53 GRADE A. IMPREGNATED \O \O 2. NUTS, BOLTS, & FIBERBOARD EXPANSION JOINT \ ° . / • �' 18, WASHERS SHALL CONFORM TO ASTM ° ° A / A307. \�\\\ O\\ O\�/ 3 ALLSHASTEELPARTS BE GALVANIZED. BOLLARD DETAIL 4 BE CLLA SRETE 3000HALL NOT TO SCALE NOT TO SCALE 1 /2" x 3'-0" PLAIN DOWEL AT 18" OC, MAX FILL WITH PREVENTION TECHNOLOGIES INC PETROLEUM RESISTANT SEALANT 1/4" x 1-1/2" SAW -CUT REINFORCEMENT PER SEPARATE SECTION 1 /2" RADIUS AT EDGE OF SLAB (TYP.) 10" THICKENED EDGE—, (CONCRETE) 8" THICKENED EDGE a4 (ASPHALT) .v .v a aO oO o O'c o O'c oO' o°a a°a o°a a°a a0 o0 0 0f 060 060 000 000 000 000 10600 10600 00600 00 0 0600 06 o'oo',oOoOocpocPocPoacpCpo,OaaaOOa0a0oa ao0000a 00 0 00 0 00 a 00 a 00 a 00000000 C -poCOOo"oo°�O°�OO�OO�O°�OO�O° a0a0ao 00 a 006 0 000 00 0000000000000 �Oa��OO°°v0ov0OvoOOvoOOpO a000a0acOa0aOa0Oa0anaO 000000 '.O� 'Nf?0CnC0nPC, , Cp-r SAW -CUT SHRINKAGE JOINT (SAWED) SLIP -RESISTIVE FINISH NOT TO SCALE NOTE: PREPARATION OF SUBGRADE SHALL BE PER PROCEDURES OUTLINED IN THE SOILS REPORT. TION JOINT (CJ)- PREVENTION GIES, INC. A RESISTANT TYPICAL "EDGE OF ISLAND SLAB SLAB JOINT AT END ISLANDS (SEE ARCHITECTURAL PLANS) NOT TO SCALE SAWCUT LINE PROPOSED ASPHALT 2" GRIND AND INLAY 2' N i EXISTING ASPHALT �INOTES: 04 1. EXISTING DEPTH OF ASPHALT MUST BE AT LEAST 4" IN ORDER TO PROVIDE LAP JOINT. IF EXISTING DEPTH OF ASPHALT IS LESS THAN 4 INCHES, PROVIDE VERTICAL SAW CUT ONLY AND APPLY RUBBER SEALANT TO THE VERTICAL SURFACE. 2. APPLY HOT RUBBER SEALANT COMPOUND ALONG JOINT PER ASTM D6690. LAP JOINT DETAIL NOT TO SCALE 1 /2" RADIUS AT EDGE OF SLAB (TYP.) 10" THICKENED EDGE—\ (CONCRETE) 8" THICKENED EDGE (ASPHALT) I BITUMINOUS TACK COAT ON CONCRETE PRIOR TO ASPHALT PAVING TYPICAL JOINT SECTION AT CONCRETE AND ASPHALT PAVEMENT NOT TO SCALE SLIP -RESISTIVE FINISH #4 AT 18" OC, M4A_ _ Q / COLUMN RAISED ISLAND DRIVE SLAB NOTES: 3'-3" 2' \ 5 „i' 7 '" U ILLED ] F ISLAND SLAND GUARD RAISED DISPENSER ISLAND 7 4 1 5'-0" R=12„ Lin 1. THE HIGHEST OPERABLE PART OF EACH PRIMARY 3. AN ACCESSIBLE LEVEL AREA SHALL BE PROVIDED OR ALTERNATE CARD READER SHALL BE NO MORE WHICH IS MINIMALLY 30" BY 48" (762 mm BY THAN 54" (1372 mm) MEASURED FROM THE BASE 1219 mm) LEVEL AND CLEAR. THIS AREA SHALL OF THE FUEL DISPENSER. WHERE CARD READERS BE PROVIDED WITHIN 10" (254 mm) IN PLAIN VIEW ARE LOCATED ON FREE STANDING PEDESTALS, THE OF THE FACE OF CONTROLS AND SHALL NOT BE CARD READING CONTROL FUNCTION SHALL BE NO OBSTRUCTED BY ANY FEATURES, EXCEPT PUMP MORE THAN 54" (1372 mm) ABOVE AN ACCESSIBLE NOZZLES AND HOSES, WITH THE LONG SIDE OF PATH OF TRAVEL. THIS SPACE PARALLEL TO AND CENTERED [PLUS OR MINUS 9" (229 mm)] WITH THE FACE OF THE 2. AN ACCESSIBLE PATH OF TRAVEL SHALL BE CARD -READER CONTROLS. PROVIDED TO THE BASE OF ALL FUEL DISPENSERS REQUIRED TO MEET THE PROVISIONS OF THIS SECTION. SUCH FUEL DISPENSERS SHALL BE MOUNTED ON THE ACCESSIBLE LEVEL AREA. ISLAND PLAN NOT TO SCALE 8" MIN. THICK CONCRETE SLAB REBAR SIZE AND SPACING FPER SLAB DETAIL 36" EDGE z TAPER 04 12" 6" BITUMINOUS TACK COAT ON CONCRETE PRIOR TO ASPHALT 6" AGGREGATE PAVING BASE COURSE TYPICAL JOINT SECTION AT CONCRETE AND ASPHALT PAVEMENT NOT TO SCALE NOTE: PREPARATION OF SUBGRADE SHALL BE PER PROCEDURES OUTLINED IN THE SOILS REPORT. FILL WITH PREVENTION TECHNOLOGIES INC PETROLEUM RESISTANT SEALANT 1/4" x 1-1/2" SAW -CUT 5/8"X 9" SMOOTH ROUND DOWEL AT 18" OC, MAX EPDXY DOWEL TO EXIST SLAB WITH HILTI HIT-HY 20OR ADHESIVE WITH SPECIAL INSPECTION 0 Q a a 4 1 /2" Q V. 0 a Q o 4 -aoaaao�ao�a�ao ao oo ao 0o ao oO ao,r 700 o00 000 000 000 000 000 000 000 000 000 0�' 'oPOo:Poo CPOoOaOoC�'OOOaOooC)OooOaOooC)Ooo0aOo( , �o o0a a0o 00o a0o 00o a00000a00000a0a a00000 c -Po(°aoa0°ao O°ao O°ao O°ao O°ao O°ao O°ao O°ao C �O o00 000 000 000 000 000 000 060 000 i°000�0o °ao ao °ao ao �°ao �ao Q°ao r 7a o00 a00 000 a00 000 ^n^ _n CONSTRUCTION JOINT (CJ) NEW TO EXISTING SLAB DETAIL NOT TO SCALE PAINTED STRIPE NOT TO SCALE 6' x 1' WIDE REFLECTORS (V 04 SPEED BUMP 6" END CAPS PAINTED YELLOW STRIPES ADHESIVE PER MFG NOT TO SCALE 1' 2' MECHANICALLY APPLIED PAINT (2) COATS TRAFFIC WHITE TRAFFIC CONTROL STRIPING NOT TO SCALE 5.5' 2.5' 'AINT (2) COATS TRAFFIC WHITE ECHANICALLY AINT (2) COATS NOTE: -LLOW PROVIDE PAINTED DIRECTIONAL ARROW AT ALL LOCATIONS INDICATED ON THE SITE PLAN DIRECTIONAL ARROW > W J m (!I w U C a Ln W 1 � U N � � m 0 04_ � N O N 6 F_ NOT TO SCALE PERMIT N0. XX-XXXXXX-XX-XX APPROVED DATE O LL 2 D 0 0 aoo .i aa�a w p a0 w J Zao a�0 Uwa) p 0 Z w � U O O co W J04 � W IN > � W � O�� =w 3Q= III�JQ oco U - E.S. �QN OF A p� tic �10 .,3 o Z �0 9 54947 S/0NA L I I I ci O 5 Na \ 5 +• a \ X to o Z ; Z 2 > N m U O c v Y O M II rn in N a O N U Q 0 0 E 1p t0 .>f to : t •� Im (0 to N E W M o 0) ; a0'1N 4-0 Q 0, s 3 N Mm tt0'' N 00 �, i N N c W V r 0 U) cr c 0 a� Z O t o /n 0 7) N ■ DETAILS to PORTLAND CEMENT CONCRETE R COSTCO STANDARD SPECIFICATIONS 6" BASE COURSE COMPACTED 95% OF THE MATERIAL'S MAXIMUM MODIFIED PROCTOR DRY DENSITY (ASTM D-1557) ` COMPACTED SUBGRADE PER COSTCO STANDARD SPECIFICATIONS CONCRETE SIDEWALK SECTION NOT TO SCALE NOTE: PREPARATION OF SUBGRADE SHALL BE PER GEOTECHNICAL ENGINEER'S RECOMMENDATION. U 0 0 w 0 U) co HERRINGBONE PATTERN COSTCO STANDARD STORM DRAIN GRATE NOT TO SCALE 8" MASONRY WALL (f'm = 2,375 psi, FULLY GROUTED) (2) #4 CONTINUOUS HORIZONTALS OVER PROPOSED 24" OPENING FOR UTILITIES #5 VERTICAL BAR @ 24" O.C. #4 CONTINUOUS HORIZONTAL @ 24" O.C. 4" HARDSCAPE FINISHES PER PLAN Ol I' O FOOTING REINFORCED W/ #5 @ 12" O.C. CONTINUOUS AND #5 TRANSVERSE BARS @ 16" O.C. RETAINING WALL NOT TO SCALE COSTCO WHOLESALE FUEL FACILITY EXPANSION 35100 ENCHANTED PARKWAY SOUTH, FEDERAL WAY, WA 98003 7" MIN. THICK CONCRETE SLAB #4 @ 12 O.C. EACH WAY CONTINUOUS THROUGH CONTROL JOINTS. CENTER z REBAR IN DEPTH OF SLAB L)N 6" AGGREGATE BASE COURSE COMPACTED PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. VERIFY REQUIRED SUBGRADE MATERIALS OVER TANK AND PIPES. REINFORCED DRIVE SLAB OVER TANKS NOT TO SCALE RADIUS CORNERS TYPICAL EXISTING LANDSCAPING ASPHALT OR CONCRETE // // // //� PAVING a \ \\ \\ \\ \ ° //\//\//\//\ ° a \//\\//\\//� i F = o0g ° \ \ O z °�° O ce � EQ E03 \\x NOTE: 1/2" PRE -MOULDED JOINT 000 0 a \ \ FILLER AT 25' ON CENTER // (MAXIMUM) AND AT START AND FINISHED OF ALL CURVED SECTIONS. #4 BARS CONT. TOP AND BOTTOM NOTES: 1. PROVIDE WEAKENED PLAIN JOINT EVERY 10', EXPANSION JOINT EVERY 50' AND @ THE START AND FINISH OF ALL CURVED SECTIONS 2. PAINT CURBS WHERE NOTED ON ARCH. SITE PLAN 3. PREPARATION OF SUBGRADE SHALL BE PER PER COSTCO STANDARD SPECIFICATIONS PROCEDURES OR AS OUTLINED IN THE LATEST EDITION OF THE SOILS REPORT. 4. CONCRETE SHALL BE Type II or V AND SHALL BE 560-C-3250. CEMENT CONCRETE BARRIER CURB NOT TO SCALE NOTE: PREPARATION OF SUBGRADE SHALL BE PER GEOTECHNICAL ENGINEER'S RECOMMENDATION. FINISHED GRADE PER PLAN STRUCTURAL FILL PER OWNER APPOINT = GEOTECHNICAL ENGINEER'S REPORT < w ••' PROVIDE 3" CLEARANCE • .• �; .r . . • s - ON ALL SIDES, TYP. got EXTEND VERTICAL BARS INTO FOOTING W/ A STANDARD BEND AND 8" LEG, TYP. 2'— 0" 1 F M W of (2) #4 CONTINUOUS HORIZONTALS OVER PROPOSED 24" OPENING FOR UTILITIES COSTCO FACILITY #61 7" MIN. THICK CONCRETE SLAB #4 @ 18" O.C. EACH WAY CONTINUOUS THROUGH CONTROL JOINTS. CENTER z REBAR IN DEPTH OF SLAB m_j N U .. • a, LAT. .� doe a d c� o 6" AGGREGATE BASE COURSE COMPACTED PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS 10" (MIN.) COMPACTED SUBGRADE REINFORCED FUELING AREA DRIVE SLAB (HEAVY) NOT TO SCALE NOTE: PREPARATION OF SUBGRADE SHALL BE PER GEOTECHNICAL ENGINEER'S RECOMMENDATION. HOT TAR SEAL @ NEATLINE MATCH SAWCUT JOINT WITH EXISTING (TYPICAL) 1.5" ASPHALT CONCRETE SURFACE COURSE 1.5" ASPHALT CONCRETE BASE COURSE ogo000 OoOoog o opo0oo 00 oog oo 'w2q 0o0oog o ogo0oo 0o0oog o 0 6" (MIN.) COMPACTED DEPTH o�cb ° oa°O o ° °o ogo 0 0 C 0 000 CRUSHED AGGREGATE BASE COURSE I _ COMPACTED SUBGRADE NOTES: 1. A.C. PAVEMENT SPECIFICATION SHALL BE APPROVED BY SOILS ENGINEER. SEE CONDITIONS OF APPROVAL. 2. PREPARATION OF SUBGRADE SHALL BE PER PROCEDURES OUTLINED IN THE SOILS REPORT. 3. PG BINDER OF 58-16 PER SOIL REPORT. 4. CONTRACTOR SHALL INCLUDE A LUMP SUM FOR ASPHALT SURFACE SEAL COAT. CONTRACTOR SHALL INCLUDE APPLICATION METHOD AND RATE, PRODUCT SUBMITTAL AND A UNIT PRICE BID IN ACCORDANCE WITH PROJECT SPECIFICATIONS. CONTRACTOR SHALL PROVIDE A DUSTING OF SAND WHERE EXCESS EMULSION CAUSES ASPHALT PICK-UP OR SLIPPERY SURFACE. CONTRACTOR SHALL REMOVE EXISTING VEGETATION FROM ALL CRACKS, AND JOINTS, SAND BLAST OR AIR BLAST, APPLY WEED KILLER AND HOT TAR SEAL, PATCH AND REPAIR PAVEMENT FAILURES, ALL PRIOR TO APPLICATION OF SEAL COAT. FIELD VERIFY LIMITS OF SEAL COAT IN AREAS OF NEW STRIPING, PATCHES AND CONFIRM WITH PROJECT MANAGER PRIOR TO PREP. AND APPLICATION. 5. FOR BASE COURSE LIFTS OF 1.5" THICKNESS, DO NOT USE 3/4" NOMINAL MIX PER COSTCO STANDARD SPECIFICATIONS. ASPHALT PAVEMENT SECTION (HEAVY) NOT TO SCALE PROVIDE 3/4 CHAMFER ON ALL EXPOSED CONCRETE EDGES HARDSCAPE FINISHES PER PLAN #4 CONTINUOUS HORIZONTAL @ 24" O.C. NA / STRUCTURAL FILL PER OWNER APPOINTED #5 VERTICAL BAR @ 16" O.C. ' �X, GEOTECHNICAL ENGINEER'S REPORT FINISHED GRADE PER PLAN 0 FOOTING REINFORCED W/ #5 @ 12" O.C. CONTINUOUS AND #5 TRANSVERSE BARS @ 16" O.C. CURB WALL NOT TO SCALE • tr y. • • y PROVIDE 3" CLEARANCE 4' ON ALL SIDES, TYP. EXTEND VERTICAL BARS INTO FOOTING W/ 9„ A STANDARD BEND AND 8" LEG, TYP. 2'-0" 18" OUTLET TO BYPASS Pa d� O r r J Z uj O Q uj C4cr 2" ASPHALT CONCRETE SURFACE COURSE 2" ASPHALT CONCRETE BASE COURSE 4" (MIN.) COMPACTED DEPTH CRUSHED AGGREGATE BASE COURSE COMPACTED SUBGRADE HOT TAR SEAL @ NEATLINE MATCH — SAWCUT JOINT WITH EXISTING (TYPICAL) �ogoo°oo 0o0oog opo000 0oaoog o0�00� OoOoog o ogo0oo 0000og o 0I o °�'o°o oOo obb no o ° °ooc)>° O°ogi'o ° o o& ° o ° o o 080 0 °° o 0 000 A0 J H m Ln w ^U Q LL 1n W Y U (N � m O 04_ o N O N � W 0 NOTES: 1. A.C. PAVEMENT SPECIFICATION SHALL BE APPROVED BY SOILS ENGINEER. SEE CONDITIONS OF APPROVAL. 2. PREPARATION OF SUBGRADE SHALL BE PER PROCEDURES OUTLINED IN THE SOILS REPORT. 3. PG BINDER OF 58-16 PER SOIL REPORT. 4. CONTRACTOR SHALL INCLUDE A LUMP SUM FOR ASPHALT SURFACE SEAL COAT. CONTRACTOR SHALL INCLUDE APPLICATION METHOD AND RATE, PRODUCT SUBMITTAL AND A UNIT PRICE BID IN ACCORDANCE WITH PROJECT SPECIFICATIONS. CONTRACTOR SHALL PROVIDE A DUSTING OF SAND WHERE EXCESS EMULSION CAUSES ASPHALT PICK-UP OR SLIPPERY SURFACE. CONTRACTOR SHALL REMOVE EXISTING VEGETATION FROM ALL CRACKS, AND JOINTS, SAND BLAST OR AIR BLAST, APPLY WEED KILLER AND HOT TAR SEAL, PATCH AND REPAIR PAVEMENT FAILURES, ALL PRIOR TO APPLICATION OF SEAL COAT. FIELD VERIFY LIMITS OF SEAL COAT IN AREAS OF NEW STRIPING, PATCHES AND CONFIRM WITH PROJECT MANAGER PRIOR TO PREP. AND APPLICATION. 5. FOR BASE COURSE LIFTS OF 1.5" THICKNESS, DO NOT USE 3/4" NOMINAL MIX PER COSTCO STANDARD SPECIFICATIONS. A COU A 1 T 0AXICRACK17 CCf% rinA1 /1 1f`_U7% NOT TO SCALE MATCH ELEVATIONS FOR WATER QUALITY ROUND MANHOLE COVER MARKED OUTLET AS SHOWN IN "DRAIN" WITH LOCKING BOLTS SECTION B HANDHOLD RIM=263.19 a e a. Q c1. d. PLAN VIEW FLOW SPLITTING MANHOLE SDMH#1 NOT TO SCALE L O U— D 0 Coco aOCR u) z 0 .j cr aa�a w p a w J Zao a�0 Uwcn p O Z w U LL 0 W J cq IN COW ma > � W � O�� =w 3Q= JQ III�0)0 o� U — E.S. �QN OF A I itic �10 Z �o 54947 S/0NA L i i i 5 X OPEN TOP EL 256.64 0 Q o 16" MAX OPEN TOP EL 256.14 ° to o Z ; Z a a w u rn m U a°. y '0 y M ii Q .21 C ?� Y U r O a y o 0 jL0 w ° 4)° U a o u 18" OUTLET TO BYPASS o- w '- o N 0 12" OUTLET TO Ln , N Ul Cl:: MODULAR WETLAND £ cli of o '\_IE=254.64 V 1p ° IE=254.64 w CCD a L #A 00 •� o ai qa Ln l000 N ° ? a ORIFICE # 1 SOLID BOTTOM a RESTRICTOR PLATE Lou fV ° WITH SHOP -DRILLED ORIFICE W > �p o 6 DIA.=4.07" A i a 05 fV STEPS OR LADDER a s 7 -0 01 N c a � Ln }T f V B SECTION VIEW m vLri o U) PERMIT NO. XX—XXXXXX—XX—XX I6 C N APPROVED DATE E 7 Z O CD CD 0 /^ ) U) ■ CD DETAILS ACO DRAIN K2-621G Catch Basin 1.02" (534m Outlet flow rates 14.17" (360mm) 44 o o c E M M OEM rn M m N � M 0r~-I � 0 CV Outlet Product Outlet size Invert GPM CFS (Sch.40) Depth A Type K2-621G 4" round 29.80" 287 0.64 B Type K2-621G 4" round 36.29" 319 0.71 C Type K2-621G 4" round 28.22" 279 0.62 D Type K2-621G yp 6" round 36 29" 7 7 0 1. 57 E Type K2-621G 4" round 28.37" 280 0.62 F Type K2-621G 4" round 34.87" 312 0.70 G Type K2-621G 6" round 29.15" 626 1.40 H Type K2-621G 4" round 28.59" 281 0.63 Type K2-621G 6" round 36.28" 707 1.57 I Type K2-621G 4" round 35.72" 316 0.70 K L Ty pe K2-621G 8" round 36.28" 1237 2.76 M Type K2-621G 6" round 34.78" 690 1.54 N Type K2-621G 4" round 27.65" 276 0.61 O Type K2-621G 4" round 34.36" 310 0.69 Notes: 1. These are the PP pipe flow rates at the specified outlet NOT channel flow rates. `Flow rates without trash bucket - using trash bucket or filter bag reduces flow rates. 2. 4" diameter foul air trap, part# 90854, can be fitted to catch basin base at outlet positions A/B and E/F. 3. Fits KlassikDrain K200 systems E 1 Q Q%" (5nAnnn l 3r 22.67" (57 AAA ,.111111151 us�a Trash Bucket 15.52" ( 394.4mm) I m io a Note: Openings in trash bucket are 35.7"2(23,033mm2) COSTCO WHOLESALE FUEL FACILITY EXPANSION 35100 ENCHANTED PARKWAY SOUTH, FEDERAL WAY7WA 98003 COSTCO FACILITY #61 ACO DRAIN K2-621 G Catch Basin Description Part No. Invert Depth Weight inches mm lbs. EL - Type K2-621G Catch basin assembly top, removable "QuikLok" bar, trash bucket & base 94620 37.40 950 91.0 Type 600 optional riser 99902 12.00 304.8 10.0 Foul air trap - fits both Type 900 & Type 600 basins 90854 - - 1.2 QuickLok grate removal tool 01318 0.5 Optional riser detail (Part# 99902) 19.84' (504mm1 0 o c MUMN � T T 10 L1C0 7711 E Notes: iff 1. Riser can be cut down in 1" (25mm) increments. 2. Addition of riser will alter the outflow rates of base as shown on table overleaf. Specifications Salt proof YES Optional Riser Dilute acid and alkali resistant YES Optional riser can be used between polymer P P Y General concrete to unit and LLDPE base unit. Use of riser p The catch basin shall be ACO Drain K2-621G Catch The nominal clear opening shall be 14.25" 362mm p g ( ) is determined b aces and local building codes. Y g Basin -comprising of top section, trash bucket wy 19.69" (500mm ) long. Overall width of by and base as manufactured by ACO, Inc. or similar 22.67" (575.9mm) by 37.64" (956mm) long. Type Grates approved. K2-621G catch basin assembly Nhas overall depth Grates shall be specified. See separate ACO Spec of 37.64" 956mm . Polymer concrete to units Y P Info rate sheets for details. After removal of rates g g Materials shall incorporate a cast in galvanized steel frame and 'QuickLok' bar there shall be uninterrupted The top unit body shall be manufactured from manufactured with drillouts for channel connection access to the catch basin to aid maintenance. polymer concrete with minimum properties polyester Y P P and have a wall thickness of at least 0.59" (1 5mm). as follows: : Top units shall have horizontal cast in anchoring Installation keyfeatures on the outside to ensure maximum The trench drai catch basin system shall be N v Compressive strength: 14,000 psi mechanical bond to the surrounding bedding installed in accordance with the manufacturer's Flexural strength: 4,000 psi material and pavement surface. The base unit shall installation instructions and recommendations. Water absorption 0.07% be a LLDPE plastic molding and incorporate molded Frost proof YES plastic pipe stubbs to facilitate pipe connection. Inc. SPEC - Northeast Sales Office West Sales Office Southeast Sales Office Follow us on Note: Trash bucket position within K2-621G catch basin body and base 9470 Pinecone Drive 825 W. Beechcraft St. 4211 Pleasant Road ©ll a yam. April 2018 www.ACODrain.us ACO DRAIN One meter channel 39.37" (1 meter) 5.12" (13Omm) 3.94" (100mm) 4.72" (120mm) 3.94" (100mm) Half meter channel to - to 12.60" (320mm) 11.81" (300mm) Mentor, OH 44060 Casa Grande, AZ 85122 Fort MITI, SC 29708 Tel: (440) 639-7230 Tel: (520) 421-9988 Toll free: (800) 543-4764 Electronic Contact: 99 Toll free: (800) 543-4764 Toll Free: (888) 490-9552 Fax: (803) 802-1063 info@ACODrain.us Fax: (440) 639-7235 Fax: (520) 421-9899 www.ACODrain.us 1110 ® April 2018, ACID, Inc. This information is believed to be accurate but it is not guaranteed to be so. We cannot assume liability for results that buyer obtains with our product since conditions of use are beyond the control of the company. It is the customer's responsibility to evaluate suitability and safety of product for his own use. ACO, Inc. reserves the right to change the product and specifications without notice. NMI April 2018 www.ACODrain.us ACO 620G CATCH BASIN NOT TO SCALE 3.74" (95mm) 19.69" (0.5 meter) -1.33" (34mm) 6.69" (170mm) K1-0103 Kin ® 8.66" (220mm) K1-0203 B A 1 I 10.63" (270mm) Kl-0303 Knock -outs included on every 5th channel 12.60" (320mm) K1-0403 B A Type G In -line catch basin 19.69" (500mm) 10.06" (255mm) 22.67" (576mm) 5.12" (130mm) �= I�►�� 3.98" (1 Outlet flow rates Outlet Product Outlet size (Sch.40) Invert Depth GPM CFS a Bottom outlet - KOO 4" round 3.94" 108 0.24 a Bottom outlet - K40 4" round 11.81" 187 0.42 b Bottom outlet - KOO 6" oval 3.94" 177 0.39 b Bottom outlet - K40 6" oval 11.81" 306 0.68 c End outlet - K20 4" round 7.87" 132 0.29 c End outlet - K40 4" round 11.81" 171 0.38 d K1-308-6 6" outlet cap 6" oval 9.84" 233 0.52 d K1-408-6 6" outlet cap 6" oval 11.81" 264 0.59 e Type K1-901G 4" round 20.68" 235 0.52 f Type K1-901G 4" round 27.17" 226 0.50 g Type K1-901G 4" round 18.99" 265 0.59 h Type K1-901G 6" round 27.17" 263 0.59 i Type K1-901G 4" round 19.30" 222 0.49 kType K1-901G 4" round 25.67" 586 1.30 Type K1-901G 6" round 19.99" 269 0.60 Type K1-901G 4" round 19.36" 227 0.51 m Type K1-901G 6" round 27.30" 604 1.35 n Type K1-901G 4" round 26.43" 505 1.12 o Type K1-901G 6" round 26.43" 593 1.32 p Type K1-901G 8" round 27.30" 1051 2.34 q Type K1-901G 6" round 25.85" 273 0.61 r Type K1-901G 4" round 18.56" 235 0.52 s Type K1-901G 4" round 25.30" 224 0.50 Note: These are the pipe flow rates at the specified outlet, NOT channel flow rates. Catch basin flow rates are without trash bucket - using trash bucket reduces flow. NI,, melim End Cap (�-0.125" (3mm) � Ll E 2 Bell end to fit 4" Sch. 40 pipe C -II j .--1.85" (47mm) 6" Oval inlet cap -1 1.2" (30mm) K304/308 11.02" (280mm) Plain end to fit J6' Sch. 40 pipe K404/408 E 12.99" (330mm) _ y 5.3" (134mm) ACO DRAIN KlassikDrain - K100 Galvanized steel edge rail channel system Description Part No. Invert ihdtes® mnlx Weight Lbs. Description Part No. Invert Indteli mrrp Weight Lbs. K1-00 Neutral channel - 39.37" (Imp 74041 3.94 100 28.1 K1-28 Sloped channel - 39.37" (lm) 74028 9.45 240 49.8 K1-1 Sloped channel - 39.37" (1 m) 74001 4.13 105 28.1 K1-29 Sloped channel - 39.37'(1m) 74029 9.65 245 50.6 K1-2 Sloped channel - 39.37" (lm) 74002 4.33 110 28.9 K1-30 Sloped channel - 39.37" (1 m) 0 74030 9.84 250 51.4 K1-3 Sloped channel - 39.37" (1m) 74003 4.53 115 29.7 K1-030 Neutral channel - 39.37" (Imp 74047 9.84 250 51.4 K14 Sloped channel - 39.37" (lm) 74004 4.72 120 30.5 K1-0303 Neutral channel - 19.69" (0.51 74048 9.84 250 24.0 K1-5 Sloped channel - 39.37" (lm) O 74005 4.92 125 31.3 K1-31 Sloped channel - 39.37" (lm) 74031 10.04 255 52.2 K1-6 Sloped channel - 39.37" (lm) 74006 5.12 130 32.1 K1-32 Sloped channel - 39.37" (lm) 74032 10.24 260 53.0 Kl-7 Sloped channel - 39.37" (1m) 74007 5.31 135 32.9 K1-33 Sloped channel - 39.37"(1m) 74033 10.43 265 53.8 K1-8 Sloped channel - 39.37" (lm) 74008 5.51 140 33.7 K1-34 Sloped channel - 39.37" (1m) 74034 10.63 270 54.6 K1-9 Sloped channel - 39.37" (lm) 74009 5.71 145 34.5 K1-35 Sloped channel - 39.37" (lmp 74035 10.83 275 55.4 K1-10 Sloped channel - 39.37" (lmP 74010 5.91 150 35.3 K1-36 Sloped channel - 39.37" (lm) 74036 11.02 280 56.2 K1-010 Neutral channel - 39.37" (Imp 74043 5.91 150 35.3 K1-37 Sloped channel-39.37" (lm) 74037 11.22 285 57.0 K1-0103 Neutral channel - 19.69" (0.51 74044 5.91 150 17.0 K1-38 Sloped channel - 39.37" (lm) 74038 11.42 290 57.9 K1-11 Sloped channel - 39.37" (lm) 74011 6.10 155 36.1 K1-39 Sloped channel - 39.37" (lm) 74039 11.61 295 58.7 K1-12 Sloped channel - 39.37" (1m) 74012 6.30 160 36.9 Kl40 Sloped channel - 39.37" (lm)D 74040 11.81 300 59.5 K1-13 Sloped channel - 39.37" (lm) 74013 6.50 165 37.7 K1-040 Neutral channel - 39.37" (Imp 74049 11.81 300 59.5 K1-14 Sloped channel - 39.37" (1m) 74014 6.69 170 38.5 KI-0403 Neural channel-19.69" (0.5mp 74050 11.81 300 27.5 K1-15 Sloped channel - 39.37" (lm)c 74015 6.89 175 39.3 K1-901G Inaine catch basin-19.69" (0.5mp 94608 28.81 701.9 52.6 K1-16 Sloped channel - 39.37" (1m) 74016 7.09 180 40.1 Kl-621G catch basin-19.69" (0.5mF 94617 28.84 732.5 55.8 K1-17 Sloped channel - 39.37" (lm) 74017 7.28 185 40.9 K1b31G catch basin-19.69" (0.5mp 94631 40.84 1037.4 65.8 K1-18 Sloped channel - 39.37" (lm) 74018 7.48 190 41.7 K1Series 600 Optional plastic riser 99902 - - 10.0 K1-19 Sloped channel - 39.37" (1 m) 74019 7.68 195 42.5 Foul air trap -fits both 900 & 600 series basins 90854 - - 1.2 K1-20 Sloped channel - 39.37" Q mp 74020 7.87 200 43.4 K1-304b 6" Inlet Cap 96839 9.84 250 5.2 K1-020 Neutral channel - 39.37" (Imp 74045 7.87 200 43.4 K1-308-6 6" Outlet Cap 96840 9.84 250 5.0 K1-0203 Neutral channel - 19.69" (0.5mp 74046 7.87 200 20.5 K1-404-6 6" Inlet Cap 96834 11.81 300 6.0 K1-21 Sloped channel - 39.37" Q m) 74021 8.07 205 44.2 K1-408-6 6" Outlet Cap 96836 11.81 300 5.8 K1-22 Sloped channel - 39.37" (lm) 74022 8.27 210 45.0 Universal end cap 96822 11.81 300 0.4 K1-23 Sloped channel - 39.37" (lm) 74023 8.46 215 45.8 Debris strainer for 4' bottom knockout 93488 - - 0.2 K1-24 Sloped channel - 39.37" (1m) 74024 8.66 220 46.6 4" Oval to 6" round outlet adapter 95140 1.1 K1-25 Sloped channel-39.37" (1m)1) 74025 8.86 225 47.4 KlAnstallation device 97477 2.8 K1-26 Sloped channel - 39.37" (lm) 74026 9.06 230 48.2 Grate removal tool 01318 0.3 K1-27 Sloped channel - 39.37" (1 m) 74027 9.25 235 49.0 K1-QuickLok locking bar 02899 0.1 Notes: 1. This channel offers a bottom knockout feature; 4" round/6" oval. 2. Inverts shown are for the male end; for female invert depth subtract 5mm (=0.21 from the male invert (except for neutral channels, where it will be same as male invert). To calculate the overall channel depth add 20mm (=0.8") to invert depth. 3. This catch basin kit includes a polymer concrete top, removable Quicklok locking bar, trash bucket and plastic base. Select an appropriate grate. 4. This catch basin kit includes a polymer concrete top, removable Quicklok locking bar, deep trash bucket, plastic riser and plastic base. Select an appropriate grate. Specifications Water absorption 0.07% cast in by the manufacturer to ensure maximum Frost proof YES homogeneity between polymer concrete body and General Salt proof YES edge rail. Each edge rail shall be at least 3/32" The surface drainage system shall be ACO Drain Dilute acid and alkali resistant YES (2.5mm) thick. K100 complete with gratings secured with 'QuickLok' The nominal clear opening shall be 4" (100mm) Grates locking as manufactured by ACO, Inc. or approved equal. with overall width of 5.12" (130mm). Precast units Grates shall be specified. See separate ACO Spec shall be manufactured with either an invert slope of Info grate sheets for details. After removal of grates Materials 0.5% or with neutral invert and have a wall thickness and 'QuickLok' bar there shall be uninterrupted The trench system bodies shall be manufactured of at least 0.50" (13mm). Each unit will feature a access to the trench to aid maintenance. from polyester polymer concrete with the minimum Partial radius in the trench bottom and a male to properties as follows: female interconnecting end profile. Units shall have Installation horizontal cast in anchoring keys on the outside The trench drain system shall be installed in Compressive strength: 14,000 psi wall to ensure maximum mechanical bond to the accordance with the manufacturer's installation Flexural strength: 4,000 psi surrounding bedding material and pavement surface. instructions and recommendations. The galvanized steel edge rail will be integrally 6" Oval outlet cap -� ACO, Inc. SPEC - Northeast Sales Office West Sales Office Southeast Sales Office Electronic Contact: 9470 Pinecone Drive 825 W. Beechcraft St. 4211 Pleasant Road info@acousa.com Mentor, OH 44060 Casa Grande, AZ 85122 Fort Mill, SC 29708 www.acousa.com Tel- (440) 639-7230 Tel: (520) 421-9988 Toll free: (800) 543-4764 Toll free: (800) 543-4764 Toll Free: (888) 490-9552 Fax: (803) 802-1063 NMIFax: (440) 639-7235 Fax: (520) 421-9899 • O 0 February 2019 ACO, Inc. This information is believed to be accurate but it is not guaranteed to be so. We cannot assume liability for results that buyer obtains with our product since conditions of use are beyond the control of the company. It is the customer's responsibility to evaluate suitability and safety of product for his own use. ACO, Inc. reserves the right to change the product and specifications without notice. v1.1 February 2019 www.acousa.com ACO K100 TRENCH DRAIN NOT TO SCALE AGO DRAIN One meter channel Inside view of channel - showing channel ID number and knockout if applicable (every 5th channel) 010111I1ffPALAW Half meter channel 19.69" (0.5 meter) p 10.83" (275mm) 12.80" (325mm) 1 tna i 14.76" (375mm) 39.37" (1 meter) 9.92" (252mm) 16.73" (425mm) 1,86" '2o25mm) 7.87" t2o00mm) 16.73" (425mm) 15.75" (400mm) -� 6.30" (160mm) 10.24" (260mr�) q L If 2.68" (68mm) 01 Knock -outs included on every 5th channel B A B A Outlet flow rates Outlet Product Outlet size (Sch.40) Invert Depth GPM CFS A Bottom outlet - K2-00 4" round 7.87" 153 0.34 A Bottom outlet - K2-040 4" round 15.75" 216 0.48 g Bottom outlet -K2-00 6" round 7,87" 344 0.77 g Bottom outlet - K2-040 6" round 15.75" 486 1.08 C End outlet - K2-00 4" round 7.87" 132 0.29 C End outlet - K2-40 4" round 15.75" 202 0.45 D End outlet - K2-10 6" round 9.84" 320 0.71 D End outlet - K2-40 6" round 15.75" 437 0.97 E Type K2-902G 4" round 25.33" 263 0.59 F Type K2-902G 4" round 31.83" 297 0.66 G Type K2-902G 4" round 23.76" 254 0.57 H Type K2-902G 6" round 31.83" 658 1.47 I Type K2-902G 4" round 23.91" 255 0.57 ) Type K2-902G 4" round 30.40" 290 0.65 K Type K2-902G 6" round 24.68" 570 1.27 L Type K2-902G 4" round 24.13" 256 0.57 M Type K2-902G 6" round 31.82" 658 1.47 N Type K2-902G 4" round 31.26" 294 0.66 O Type K2-902G 6" round 31.26" 651 1.45 p Type K2-902G 8" round 31.82" 1149 2.56 Q Type K2-902G 6" round 30.32" 640 1.43 R Type K2-902G 4" round 23.19" 251 0.56 s Type K2-902G 4" round 29.90" 288 0.64 April 2018 Note: These are the pipe flow rates at the specified outlet, NOT channel flow rates. *Catch basin flow rates are without trash bucket- using trash bucket reduces flow. pacity = ms Cap 0.20" (5mmi E E T Bell end oE T to fit a 4' or 6" Sch. 1 D 40 pipe C 1.25' (32mm) ONO ACO K200 TRENCH DRAIN NOT TO SCALE ACO DRAIN KlassikDrain - K200 Galvanized steel edge rail channel system Description Part No. invert inches® mi Wgt Lbs. Iii Neutral channel - 39.37" (lmp 75041 7.87 200 83.6 K2-1 Sloped channel - 39.37" (lm) 75001 8.07 205 83.6 K2-2 Sloped channel - 39.37" (lm) 75002 8.27 210 84.7 K2-3 Sloped channel - 39.37" (lm) 75003 8.46 215 85.8 K24 Sloped channel - 39.37" (lm) 75004 8.66 220 86.9 K2-5 Sloped channel - 39.37" (1m)ID 75005 8.86 225 88.0 K2-6 Sloped channel - 39.37" (lm) 75006 9.06 230 89.1 K2-7 Sloped channel - 39.37" (lm) 75007 9.25 235 90.2 K2S Sloped channel - 39.37" (lm) 75008 9.45 240 91.3 K2-9 Sloped channel - 39.37" (lm) 75009 9.65 245 92.4 K240 Sloped channel - 39.37" (1 m)D 75010 9.84 250 93.5 li Neutral channel - 39.37" (limp 75043 9.84 250 93.5 K2-0103 Neutral channel - 19.69" (0.5mp 75044 9.84 250 56.0 K2-11 Sloped channel-39.37" (1 m) 75011 10.04 255 94.6 K2-12 Sloped channel - 39.37" (1 m) 75012 10.24 260 95.7 K2-13 Sloped channel - 39.37" (1 m) 75013 10.43 265 96.8 K2-14 Sloped channel 39.37"(1m) 75014 10.63 270 97.9 K2-15 Sloped channel - 39.37" (lmp 75015 10.83 275 99.0 K2-16 Sloped channel - 39.37" (1 m) 75016 11.02 280 100.1 K2-17 Sloped channel - 39.37" (lm) 75017 11.22 285 101.2 K2-18 Sloped channel - 39.37" (lm) 75018 11.41 290 102.3 K2-19 Sloped channel - 39.37" (1 m) 75019 11.61 295 103.4 K2-20 Sloped channel - 39.37" (lm)r 75020 11.81 300 104.5 K2-020 Neutral channel - 39.37" (lmp 75045 11.81 300 104.5 K2-0203 Neutral channel - 19.69" (0.51 75046 11.81 300 64.0 K2-21 Sloped channel - 39.37" R m) 75021 12.01 305 105.6 K2-22 Sloped channel - 39.37" R m) 75022 12.20 310 106.7 K2-23 Sloped channel - 39.37" R m) 75023 12.40 315 107.8 K2-24 Sloped channel - 39.37" (lm) 75024 12.60 320 108.9 K2-25 Sloped channel - 39.37" (1mP 75025 12.80 325 110.0 K2-26 Sloped channel - 39.37" (1 m) 75026 12.99 330 111.1 K2-27 Sloped channel - 39.37" (1 m) 75027 13.19 335 112.2 Description IPart No. invert (Inches® mnOI Lbs. K2-28 Sloped channel - 39.37" (1 m) 75028 13.39 340 113.3 K2-29 Sloped channel - 39.37" (lm) 75029 13.58 345 114.4 K2-30 Sloped channel - 39.37" (lm)® 75030 13.78 350 115.5 K2-030 Neutral channel - 39.37" (imp 75047 13.78 350 115.5 K2-0303 Neutral channel - 19.69' (0.51 75048 13.78 350 68.0 K2-31 Sloped channel - 39.37" (1 m) 75031 13.98 355 116.6 K2-32 Sloped channel - 39.37" (1 m) 75032 14.17 360 117.7 K2-33 Sloped channel-39.37" (1 m) 75033 14.37 365 118.8 K2-34 Sloped channel - 39.37" (1 m) 75034 14.57 370 119.9 K2-35 Sloped channel-39.37" (lmP 75035 14.76 375 121.0 K2-36 Sloped channel-39.37" (1 m) 75036 14.96 380 122.1 K2-37 Sloped channel - 39.37" (lm) 75037 15.16 385 123.2 K2-38 Sloped channel - 39.37" (lm) 75038 15.35 390 124.3 K2-39 Sloped channel - 39.37" (lm) 75039 15.55 395 125.4 K240 Sloped channel - 39.37" (10 75040 15.75 400 126.5 K2-040 Neutral channel - 39.37" (lmp 75049 15.75 400 126.5 K2 0403 Neutral channel - 19.69" [0.5175050 15.75 400 77.0 K2-901G Inline catch basin-19.69" (0.5mP 94611 32.81 833.3 68.0 K2-621G catch basin-19.69" (0.5mP 94620 37.33 948.1 91.0 K2-631G catch basin-19.69" 10.5mP 94633 49.33 1252.9 101.0 K2 -Series 600 Optional plastic riser 99902 - - 10.0 Foul air trap -fits both 900 & 600 series basins 90854 - - 1.2 Universal end cap 96821 15.71 399 1.4 Debris strainer for 8" bottom knockout 93488 - 0.2 K2 -Installation device 97478 2.8 Grate removal tool 01318 0.3 K2-QuickLok locking bar 10457 0.5 Notes: 1. This channel offers a bottom knockout feature; 4" & 6" round 2. Inverts shown are for the male end; for female invert depth subtract 5mm (=0.2") from the male invert (except for neutral channels, where it will be same as male invert). To calculate the overall channel depth add 25mm (=1.0") to invert depth. 3. This catch basin kit includes a polymer concrete top, removable Quicklok locking bar, trash bucket and plastic base. Select an appropriate grate. 4. This catch basin kit includes a polymer concrete top, removable Quicklok locking bar, deep trash bucket, plastic riser and plastic base. Select an appropriate grate. Specifications Water absorption 0.07% cast in by the manufacturer to ensure maximum Frost roof YES P homogeneity between polymer concrete body and g tY P Y Y General Salt proof YES edge rail. Each edge rail shall be at least 3/32" The surface drainage system shall be ACO Drain Dilute acid and alkali resistant YES (2.5mm) thick. K200 complete with gratings secured with'QuickLok' The nominal clear opening shall be 8" (200mm) with Grates locking as manufactured by ACID, Inc. or approved equal. overall width of 10.24" (260mm). Precast units Grates shall be specified. See separate ACO Spec shall be manufactured with either an invert slope of Info grate sheets for details. After removal of grates Materials 0.5% or with neutral invert and have a wall thickness and 'QuickLok' bar there shall be uninterrupted Q p The trench system bodies shall be manufactured of at least 0.50" 13mm . Each unit will feature a ( ) access to the trench to aid maintenance. from polyester polymer concrete with the minimum Partial radius in the trench bottom and a male to properties as follows: female interconnectingend profile. Units shall have Installation horizontal cast in anchoring keys on the outside The trench drain system shall be installed in Compressive strength: 14,000 psi wall to ensure maximum mechanical bond to the accordance with the manufacturer's installation Flexural strength: 4,000 psi surrounding bedding material and pavement surface. instructions and recommendations. The galvanized steel edge rail will be integrally Inc. Northeast Sales Office Northeast 9470 Pinecone Drive West Sales Office 825 W. Beechcraft St. Southeast Sales Office Electronic Contact: 4211 Pleasant Road info@ACODrain.us SPEC Mentor, OH 44060 Casa Grande, AZ 85122 Fort Mill, SC 29708 www.ACODrain.us Tel: (440) 639-7230 Tel: (520) 421-9988 Toll free: (800) 543-4764 OR Toll free: (800) 543-4764 Toll Free: (888) 490-9552 Fax: (803) 802-1063 NINO Fax: (440) 639-7235 Fax: (520) 421-9899 0 April 2018 ACO, Inc. This information is believed to be accurate but it is not guaranteed to be so. We cannot assume liability for results that buyer obtains with our product since conditions of use are beyond the control of the company. it is the customer's responsibility to evaluate suitability and safety of product for his own use. ACO, Inc reserves the night to change the product and specifications without notice. April 2018 www"ACODrain.us J i5 F M M to H M it LJ a U Q a (N LJ Y U U) T � m C> C14_ m CV 0 ww`` C�V 0 W 6 Z PERMIT NO. XX-XXXXXX-XX-XX L O U_ D O �o cZ) Qcoo Q J_ � H Q I U W Q Q W J Z Q O Q � 1 UWCn O Z W U O 'O V / W J � W VA > � W � O�� =w 3Q= III�JQ o� E.S. �QN OE A 01 Z �FSS�NALTE"LNG��, 6 N C Q U Q O N Z Z U) o M N LJ U N N th C Y rn C 0 N o a °: 0 0 U Q 0 V C• do L O D s •0) (O W N � M :3 a 0) 3 N Q Ln 4 N M M O U N 01) N February 2019 www.acousa.com m V / .0 W T C APPROVED Z O N0 D (0 N ■ DATE DETAILS SITE SPECIFIC DATA PROJECT NUMBER 8296 PROJECT NAME COSTCO FEDERAL WAY PROJECT LOCATION FEDERAL WAY, WA STRUCTURE ID UNIT 1 TREATMENT REQUIRED VOLUME BASED (CFS) FLOW BASED (CFS) *1.09 PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE OFFLINE PIPE DATA I.E. MATERIAL DIAMETER INLET PIPE 254.60 PVC 12" OUTLET PIPE 25327 PVC 12" PRETREATMENT BIOFILTRATION DISCHARGE RIM ELEVATION 26319 26319 26319 SURFACE LOAD PEDESTRIAN PEDESTRIAN PEDESTRIAN FRAME &COVER 2 EA 030" 2 EA 30" X 48" 024" WETLANDMEDIA VOLUME (CY) 9.80 ORIFICE SIZE (DIA. INCHES) 5 EA 01.93" NOTES.- *A TOTAL OF TWO MWS VAULTS IS NEEDED TO PROVIDE THE REQUIRED WO FLOW. INSTALLATION NOTES 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT MATERIALS AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN MANUFACTURERS CONTRACT 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS. lE OUT J. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE. 253.27 (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL GAPS WE7L4NDME014 BED a % 161, No I'l N PATENTED PERIMETER VOID AREA 1011'ei'm 5is3i`^'"!fi 0) s 7� ❑ ❑ ❑ ❑ 'ED ❑❑ ' __ ❑ L L ❑ ❑ ❑ ❑ I 41LLLLLLLL LLLLLLLLL . LLLLLL OUTLET PIPE PLAN VIEW SEE NOTES MANHOLE I-1 r1 COSTCO WHOLESALE FUEL FACILITY EXPANSION 35100 ENCHANTED PARKWAY SOUTH, FEDERAL WAY7WA 98003 HATCH TO BE CAST -IN 8' CONCRETE COLLAR BY PRE -CASTER. CONTRACTOR TO SHIM/WEDGE COLLAR TO MEET FG _ . .. CIL -VERTICAL UNDEROR4/N s x ` MANIFOLD 1, PRE -FILTER CARTRIDGE INLET PIPE SEE NOTES FG R/M 263.19 TOP OF GRADER/N 262.65 TOP OF VAULT 26231 Lu R d Lu TREATM NT HGL 258.26 254.60 AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A NON -SHRINK GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS. 6" 16'-0' -6- 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING 17'-O' PIPES. 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, ELEVATION VIEW MANHOLES, AND HATCHES. CONTRACTOR TO GROUT ALL MANHOLES AND HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. 6. DRIP OR SPRAY IRRIGATION REQUIRED ON ALL UNITS WITH VEGETATION. GENERAL NOTES 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS THE PRODUCT DESCRIBED MAY BE PROPRIETARY AND CONFIDENTIAL: �;^ AND ACCESSORIES PLEASE CONTACT MANUFACTURER. OL OWNG U sE 47FNT3 E OF THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE I I I I I i I 1 0 I I 0 I I 0 I I I I I I I I I - - - - - - - - - - - I I I I I I � OL, s ' MODULAR WETLAND #1-NORTH NOT TO SCALE I I �V I I I , I a I I I I I I., I I I I LEFT END VIEW f a �V I I I I I I I I i I i I I , o,. y - I R 6' MIN. BASE ! 6"� �� 8'-0 - I 6' 9'-0" RIGHT END VIEW SITE SPECIFIC DATA WEI7ANDMED/A BED PATENTED PER/METER VOID AREA c�> PRE-FLTER CARTRIDGE GRATE INLET PIPE SEE NOTES CIL s s -------------------- PLAN VIEW VER77CAL UNDERDRAIN �MANIFOLD ti. i I " I -------- OUTLET PIPE SEE NOTES R HATCH CAL GRATE' R o 's 6" 8'-0" 6" 9'-0" LEFT END VIEW R- PROJECT NUMBER 8296 PROJECT NAME COSTCO FEDERAL WAY PROJECT LOCATION FEDERAL WAY, WA STRUCTURE ID MW12 TREATMENT REQUIRED VOLUME BASED CF ( ) FLOW BASED CFS ( ) 0.16 PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE 0.81 PIPE DATA I.E. MATERIAL DIAMETER INLET PIPE 279.02 PVC 12" OUTLET PIPE 277.69 PVC 12" PRETREATMENT BIORLTRATION DISCHARGE RIM ELEVATION 281.14 281.14 281.14 SURFACE LOAD LOAD LEVEL 4 PERASTM C1802 FRAME & COVER 3 EA 24" X 24" 36" X 60'; 36" X 36' 024" WETLANOMEDIA VOLUME (CY) 2.68 ORIFICE SIZE (DIA. INCHES) 3 EA 01.50" NOTES: INSTALLATION NOTES 279.74 _ _ _ - _ _ - - - - FLOW CON7ROL PEAK HGL RISER 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT MATERIALS AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND 278.67° IE IN ° APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE ---------- 277.69 MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN IE OUT MANUFACTURERS CONTRACT 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER 6" 12'-O" 6' RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY " D- 13' 0"VIEW THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY ELEVATION PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS J. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE. (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL GAPS AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A NON -SHRINK GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS. 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES. 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, MANHOLES, AND HATCHES. CONTRACTOR TO GROUT ALL MANHOLES AND HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. 6. DRIP OR SPRAY IRRIGATION REQUIRED ON ALL UNITS WITH VEGETATION. 7. CONTRACTOR RESPONSIBLE FOR CONTACTING MODULAR WETLANDS FOR ACTIVATION OF UNIT MANUFACTURES WARRANTY IS VOID WITH OUT PROPER ACTIVATION BY A MODULAR WETLANDS REPRESENTATIVE. GENERAL NOTES 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS AND ACCESSORIES PLEASE CONTACT MANUFACTURER. INTERNAL BYPASS DISCLOSURE: THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD TO BE REVIEWED AND APPROVED BY THE ENGINEER OF RECORD. HGL(S) AT PEAK FLOW SHALL BE ASSESSED TO ENSURE NO UPSTREAM FLOODING PEAK HGL AND BYPASS CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY. MODULAR WETLAND #2 COSTCO FACILITY #61 SITE SPECIFIC DATA PROJECT NUMBER 8296 PROJECT NAME COSTCO FEDERAL WAY PROJECT LOCATION FEDERAL WAY, WA STRUCTURE ID UNIT 2 TREATMENT REQUIRED VOLUME BASED (CFS) FLOW BASED (CFS) *1.09 PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE OFFLINE PIPE DATA I.E. MATERIAL DIAMETER INLET PIPE 254.60 PVC 12" OUTLET PIPE 25327 PVC 12" PRETREATMENT BIOFILTRATION DISCHARGE RIM ELEVATION 263.19 26319 26319 SURFACE LOAD PEDESTRIAN PEDESTRIAN PEDESTRIAN FRAME & COVER 2 EA 030" 2 EA 30 X 48" 024" WETLANOMEDIA VOLUME (CY) 9.80 ORIFICE SIZE (DIA. INCHES) 5 EA 01.93" NOTES: *A TOTAL OF TWO MWS VAULTS IS NEEDED TO PROVIDE THE REQUIRED WO FLOW. PER/METER VOID AREA � � rom ffl ✓YLP?�Y"�� fP.'�k FG RIM GRADE RING 263.19 262.65 FVAUT� 26231 BED FFM � ff-u-i-EvIl L A a !b'?�X �T . t M ■ ■ ■� ■ ■ ■ ■ 1�■ �• RY' f III■ ■ I I INSTALLATION NOTES 1. iW I CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND o INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND c� s APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN 1REAIMENT HGL - - - - - - - - - - - - - - - - - - - - MANUFACTURERS CONTRACT 258.26 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER ! RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY I PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS s J. PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE. (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE 1E IN MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL GAPS 254.60 ' AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A NON -SHRINK s ` GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS. 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES. 6" 16'-0" 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, MANHOLES, AND HATCHES CONTRACTOR TO GROUT ALL MANHOLES AND 17'-O' HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. E L E VAT I 0 N VIEW 6. DRIP OR SPRAY IRRIGATION REQUIRED ON ALL UNITS WITH VEGETATION. GENERAL NOTES 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS THE PRODUCT DESCRIBED MAY BE PROPRIETARY AND CONFIDENTIAL: AND ACCESSORIES PLEASE CONTACT MANUFACTURER. PROTECTED BY ONE OR MORE OF THE FOLLOWING US PATENTS: THE INFORMATION CONTAINED IN THIS DRAWING IS a SITE SPECIFIC DATA PROJECT NUMBER 8296 PROJECT NAME COSTCO FEDERAL WAY PROJECT LOCATION FEDERAL WAY, WA STRUCTURE ID MWJ/3 TREATMENT REQUIRED VOLUME BASED (CF) FLOW BASED (CFS) 0.31 PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE 1.58 PIPE DATA I.E. MATERIAL DIAMETER INLET PIPE N/A N/A N/A OUTLET PIPE 253.65 PVC 12" PRETREATMENT BIOFIL IRA TION DISCHARGE RIM ELEVATION 257.13 257.13 257.13 SURFACE LOAD LOAD LEVEL 5 PER ASTM C1802 FRAME &COVER 3EA24"X24'2EA36"X60" 36" X 60" 36" X 36" 024" WETLANDMEDIA VOLUME (CY) 4.79 ORIFICE SIZE (DIA. INCHES) 3 EA 02.00" NOTES: I I I I I I I I I - _ - PRE-RLTE1 CARTRIDGE rMANHOLE IE OUT 253.27 MODULAR WETLAND #1 SOUTH NOT TO SCALE GR47E PLAN VIEW -�---ice---- - - - - - - OUTLET PIPE SEE NOTES GRATE, c% HATCH, MANHOLE - - - - - - - - - - - - - - - --------- INSTALLATION NOTES o 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT MATERIALS AND iMMM ° BMW INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN MANUFACTURERS CONTRACT 6'� 20'-O" 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER ! 21'-0" RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY ELEVATION VIEW THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS. J. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE. (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL GAPS AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A NON -SHRINK GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, MANHOLES, AND HATCHES. CONTRACTOR TO GROUT ALL MANHOLES AND INTERNAL BYPASS DISCLOSURE: HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. 6. DRIP OR SPRAY IRRIGATION REQUIRED ON ALL UNITS WITH VEGETATION THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD TO BE REVIEWED 7 CONTRACTOR RESPONSIBLE FOR CONTACTING MODULAR WETLANDS FOR AND APPROVED BY THE ENGINEER OF RECORD. HGL(S) AT PEAK FLOW SHALL BE ACTIVATION OF UNIT MANUFACTURES WARRANTY IS VOID WITH OUT ASSESSED TO ENSURE NO UPSTREAM FLOODING. PEAK HGL AND BYPASS PROPER ACTIVATION BY A MODULAR WETLANDS REPRESENTATIVE. CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY. GENERAL NOTES 1 MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED THE PRODUCT DESCRIBED MAY BE PROPRIETARY AND CONF/DENT/AL • 2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO PROTECTED BY ONE MORE OF IO Clean THE FOLLOWINNG PATAT ENTS: IHf INFORMATION CONTAINED IN THIS DRAWING IS 1HE SOLE CHANGE. FOR PROJECT SPEC/F/C DRAW/NGS DETA/LING EXACT D/MENSIONS, WE/GHTS 7,425,262,• 7,470,362,• 7,674,378• PROPERTY OF MODULAR WETLANDS SYSTEMS ANY AND ACCESSORIES PLEASE CONTACT MANUFACTURER. 83O3,816,• RELATED FOREIGN REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PATENTS OR OTHER PATENTS PENDING PERMISSION OF MODULAR WENANDS SYSTEMS IS PROHIBITED. A FOrterra Company MODULAR WETLAND #3 4v 1► 1 9'-0" LEFT END VIEW D c N �O `�+ O O in ��O J_ a:Q H m N Lu pa0 Ld Z J O a Q UUa < W F_ Cn LL LL Z p O LJ W � Y U W O O W U- " V 7) T m 0 N N O ww`` W F_ O z TREATMENT FLOW (CFS) 0.32 OPERATING HEAD (FT) 1.9 PRETREATMENT LOADING RATE (GPM/SF) 2.0 WETLAND MEDIA LOADING RATE (GPM/SF) 1.0 MW5-L-8-20-2'-6 "-G-UG STORMWATER BIOFILTRATIONSYSTEM STANDARD DETAIL PERMIT NO. XX-XXXXXX-XX-XX W J04 � W > � W 0) =w 3Q= III�JQ o� L O LL E.S. �QN OF A �o ,p 54947 `FS F6' Is 10, S'ONA L ECG I I I I _N N O C O Z U ; Q Z Elf a a, N C C Y 0 M II N 0 o m a °' 0 U Q 0 C) Ci ELn V � C L � O Z s •� Im t0 N E uj C) ai � ) :3 0 00) 3 r4 Q 3: L\ Lr) C Ln 4 f V M m O U c� 00 N c Fn c a x I NOT TO SCALE NOT TO SCALE LO (O r E APPROVED z 0 N Mo D (0 ■ DATE DETAILS SITE SPECIFIC DATA WE7LANDMED14 BED PATENTED PERIMETER VOID AREA PRE -FILTER CARTRIDGE GRATE C/L ;� ,„ 1 i I - L--------------------- PLAN VIEW _ r ''E max` t II "; .------- VERTICAL UNDERDR41N MANIFOLD OUAETP/PE SEE NOTES PROJECT NUMBER 8296 PROJECT NAME COSTCO FEDERAL WAY PROJECT LOCATION FEDERAL WAY, WA STRUCTURE ID MW14 TREATMENT REQUIRED VOLUME BASED (CF) FLOW BASED (CFS) 0.15s` PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE 0.77� PIPE DATA I E. MATERIAL DIAMETER INLET PIPE N/A N/A N/A OUTLET PIPE 259.12 PVC 12 PRETREATMENT BIOFILIRATION DISCHARGE RIM ELEVATION 262.87 262.87 1 262.87 SURFACE LOAD LOAD LEVEL 5PER ASTMC1802 FRAME & COVER 36" X 36" 36" X 60" 36 X 36" 024" WERANDMEDIA VOLUME (CY) 3.28 ORIFICE SIZE (DIA. INCHES) 4 EA 01.38" NOTES C/L MANHOLE 262.87 INSTALLATION NOTES R/M/FS 1. CONTRACTOR TO PROVIDE ALL LABOR" EQUIPMENT MATERIALS AND PEAK HGL _ _ _ _ _ _ _ _ _ I _ _ _ INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND 261.56 I FLOW CONTROL APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE ° MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN RISER MANUFACTURERS CONTRACT 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER _ _ _ _ _ _ _ 1 259.12 RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS. J. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE. (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL GAPS AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A NON -SHRINK GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS. 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES. 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, MANHOLES" AND HATCHES. CONTRACTOR TO GROUT ALL MANHOLES AND HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. 6. DRIP OR SPRAY IRRIGATION REQUIRED ON ALL UNITS WITH VEGETATION. 7. CONTRACTOR RESPONSIBLE FOR CONTACTING MODULAR WETLANDS FOR ACTIVATION OF UNIT MANUFACTURES WARRANTY IS VOID WITH OUT PROPER ACTIVATION BY A MODULAR WETLANDS REPRESENTATIVE. GENERAL NOTES 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS" ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS" WEIGHTS AND ACCESSORIES PLEASE CONTACT MANUFACTURER. SITE SPECIFIC DATA PROJECT NUMBER 8296 PROJECT NAME COSTCO FEDERAL WAY PROJECT LOCATION FEDERAL WAY, WA STRUCTURE ID MW16 TREATMENT REQUIRED VOLUME BASED (CF) FLOW BASED (CFS) 0.04 PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE 0.18 PIPE DATA 1. E. MATERIAL DIAMETER INLET PIPE 1 257.10 PVC 8" INLET PIPE 2 255.00 PVC 12" OUTLET PIPE 254.65 PVC 12" PRETREATMENT BIOFILTRATION DISCHARGE RIM ELEVATION 1 260.75 260.75 260.75 SURFACE LOAD LOAD LEVEL 5 PER ASTM C1802 FRAME & COVER 30" X 30" 030" N/A WETLANDMEDIA VOLUME (CY) 0.93 ORIFICE SIZE (DIA. INCHES) 5 EA 00.60" NOTES lE OUT 6"-! 12'-0" _ I�6' 13'-0" ELEVATION VIEW INTERNAL BYPASS DISCLOSURE: INLET PIPE 1 SEE NOTES INLET PIPE 2 SEE NOTES THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD TO BE REVIEWED AND APPROVED BY THE ENGINEER OF RECORD. HGL(S) AT PEAK FLOW SHALL BE ASSESSED TO ENSURE NO UPSTREAM FLOODING. PEAK HGL AND BYPASS CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY. MODULAR WETLAND #4 NOT TO SCALE PRE-RLTER- CARTR/DGE OUTLET PIPE SEE NOTES INSTALLATION NOTES 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT MATERIALS AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN MANUFACTURERS CONTRACT 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS. J. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE. (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL GAPS AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A NON -SHRINK GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS. 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES. 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS" MANHOLES" AND HATCHES. CONTRACTOR TO GROUT ALL MANHOLES AND HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. 6. DRIP OR SPRAY IRRIGATION REQUIRED ON ALL UNITS WITH VEGETATION. GENERAL NOTES 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS" ELEVATIONS" SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS AND ACCESSORIES PLEASE CONTACT MANUFACTURER. 5' GRATE C/L - VERTICAL UNDERDR4/N -. MAN/FOLD LLL�! -- ----- PLAN VIEW J BED PATENTED PERIMETER VOID AREA CI L rMANHOLE I I I I ELEVATION VIEW INTERNAL BYPASS DISCLOSURE: THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD TO BE REVIEWED AND APPROVED BY THE ENGINEER OF RECORD. HGL(S) AT PEAK FLOW SHALL BE ASSESSED TO ENSURE NO UPSTREAM FLOODING PEAK HGL AND BYPASS CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY. MODULAR WETLAND #6 COSTCO WHOLESALE FUEL FACILITY EXPANSION 35100 ENCHANTED PARKWAY SOUTH, FEDERAL WAY7WA 98003 6' 8'-0' LEFT END VIEW I' �, II■I�11111�1� �o TG RIM C/L 260.75 OF VAULT 260.17 257.36 lE IN 1 257.10 RIGHT END VIEW 255.00 E � I 1 W LEFT END VIEW 1� 1 41 v FLOW CONTROL RISER IIIIE OUT k 254.65 COSTCO FACILITY #61 SITE SPECIFIC DATA PROJECT NUMBER 8296 PROJECT NAME COSTCO FEDERAL WAY PROJECT LOCATION FEDERAL WAY, WA STRUCTURE ID MW15 TREATMENT REQUIRED VOLUME BASED (CF) FLOW BASED (CFS) 0.14 PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE 0.72 PIPE DATA 1. E. MATERIAL DIAMETER INLET PIPE N/A N/A N/A OUTLET PIPE 260.52 PVC 12" PRETREATMENT BIOFILTRATION DISCHARGE RIM ELEVATION 263.42 26342 263.42 SURFACE LOAD LOAD LEVEL 5 PER ASTM C1802 FRAME & COVER 3 EA 24 " X 24 " 36" X 36" X J" 6 024 WETLANDMEDIA VOLUME (CY) 2.38 ORIFICE SIZE (DIA. INCHES) 3 EA 01.43" NOTES VERTICAL UNDERDRAIN MANIFOLD OUTLET PIPE SEE NOTES 263.42 R/M/TG MANHOLE ■ PLAN VIEW BED PATENTED PER/METER VOID AREA I I I INSTALLATION NOTES PLAN VIEW BED PATENTED PER/METER VOID AREA I I I INSTALLATION NOTES FLOW CONTROL - - - - _ _ _ _ _ _ _ _ PEAK HG 26235 1. CONTRACTOR TO PROVIDE ALL LABOR" EQUIPMENT, MATERIALS AND RISER INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE 260.52 MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN IE OUT MANUFACTURERS CONTRACT 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER 6' 12'-O' 6' RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY 13'-0" THE PROJECT ENGINEER. CONTRACTOR lS RESPONSIBLE TO VERIFY ELEVATION VIEW PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS J. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE. (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL GAPS AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A NON -SHRINK GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS. 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES. 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS" MANHOLES" AND HATCHES. CONTRACTOR TO GROUT ALL MANHOLES AND HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. 6. DRIP OR SPRAY IRRIGATION REQUIRED ON ALL UNITS WITH VEGETATION. 7. CONTRACTOR RESPONSIBLE FOR CONTACTING MODULAR WETLANDS FOR ACTIVATION OF UNIT MANUFACTURES WARRANTY IS VOID WITH OUT PROPER ACTIVATION BY A MODULAR WETLANDS REPRESENTATIVE. GENERAL NOTES 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS" ELEVATIONS" SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS AND ACCESSORIES PLEASE CONTACT MANUFACTURER. SITE SPECIFIC DATA PROJECT NUMBER 8296 PROJECT NAME COSTCO FEDERAL WAY PROJECT LOCATION FEDERAL WAY, WA STRUCTURE ID MW17 TREATMENT REQUIRED VOLUME BASED (CF) FLOW BASED (CFS) 0.07 PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE 0.38 PIPE DATA I.E. MATERIAL DIAMETER INLET PIPE 255.40 PVC 8" PRETREATMENT BIOFILIRA TION DISCHARGE RIM ELEVATION 260.39 260.39 260.39 SURFACE LOAD HS-20 HS-20 HS-20 FRAME & COVER 030" 030" N/A WETLANDMEDIA VOLUME (CY) 1.29 ORIFICE SIZE (DIA. INCHES) 5 EA 00.68" NOTES: INTERNAL BYPASS DISCLOSURE: THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD TO BE REVIEWED AND APPROVED BY THE ENGINEER OF RECORD. HGL(S) AT PEAK FLOW SHALL BE ASSESSED TO ENSURE NO UPSTREAM FLOODING. PEAK HGL AND BYPASS CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY. MODULAR WETLAND #5 NOT TO SCALE VERTICAL ,. q. INLET PIPE UNDERDRAIN 3T " MANIFOLD SEE NOTES r. ----- PRE -FILTER OMED14 - CARTR/DGE BEDdi _ OUTLET P/PE PATENTED SEE NOTES PER/METER PLAN VIEW VOID AREA INSTALLATION NOTES r I � 1. CONTRACTOR TO PROVIDE ALL LABOR" EQUIPMENT, MATERIALS AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND F io APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN MANUFACTURERS CONTRACT 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS. J. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE. 5" 6'-4' 5" (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL GAPS ELEVATION VIEW AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A NON -SHRINK GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS. 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES. INTERNAL BYPASS DISCLOSURE: 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS" MANHOLES" AND HATCHES. CONTRACTOR TO GROUT ALL MANHOLES AND THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD TO BE REVIEWED HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. AND APPROVED BY THE ENGINEER OF RECORD. HGL(S) AT PEAK FLOW SHALL BE 6. DRIP OR SPRAY IRRIGATION REQUIRED ON ALL UNITS WITH VEGETATION. ASSESSED TO ENSURE NO UPSTREAM FLOODING PEAK HGL AND BYPASS CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY. GENERAL NOTES 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. THE PRODUCT DESCRIBED MAY BE PROPRIETARY AND CONFIDENTIAL: 2. ALL DIMENSIONS" ELEVATIONS" SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO PROTECTED BY ONE OR MORE OF CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS THE FOLLOWING US PATENTS THE INFORM47ION CONTAINED IN THIS DRAWING IS THE SOLE 7,425,262; 7,470,J62,• 7,674,378, PROPERTY OF MODULAR WETLANDS SYSTEMS. ANY I O AND ACCESSORIES PLEASE CONTACT MANUFACTURER. 8,303816,RELATED FOREIGN REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PATENTS OR OTHER PATENTS PENDING PERMISSION OF MODULAR WETLANDS SYSTEMS IS PROHIBITED. A FOrterra MODULAR WETLAND #7 LEFT END VIEW 9'-0' RIGHT END VIEW D c N �O `�+ O E) O in �0)O Q H H U m w p a 0 J w Z J O a Q U W Cn L) U a a Z 0 O a N W Y U W 0 �_ W LL " V ) T m V 0 N N O 4) o z W J � W VA � W � 0) 00 < =w 3Q= III�JQ o� L O u_ E.S. �QN OF A z �o ,p 54947<11 611S �FSS�NALTE�NG��, 6 6 M/N BASE 2 c a 0 Q 5~ 4'�0" +`5" N 4'-10'�` N 0 z z LEFT END VIEW v MANHOLE C/L R/M 260.39 TOP OF VA 259.81 PEAK HG 257.83 h � ' FLOW CONTROL Fm IF IN RISER1 255.40 1E OUT Lai 254.07 RIGHT END VIEW TREATMENT FLOW (CFS) 0.07 OPERATING HEAD (FT) 3.5 PRETREATMENT LOADING RATE (GPM/SF) 1.3 WETLAND MEDIA LOADING RATE (GPM/SF) 1.0 MWS-L-4-6.33-5'-1 "-V-UG Clean STORMWATERBIOFILTRATIONSYSTEM ipany STANDARD DETAIL PERMIT NO. XX-XXXXXX-XX-XX a a, Fn � N LJ 1-1 Ln 0 m '� c Y c 0 N 0 m a 0 0 U Q 0 - V C 4) 7 Z s .� t0 W N M 0 0') 3 r4 1A > Lo >` C ur) 4s f V m m O V N 00 a N c 0 U) c 0 a x 0, c cr NOT TO SCALE NOT TO SCALE a� Lo E APPROVED z 0 t �0 N ■ DATE DETAILS RIGHT-OF-WAY LINE vPR\E`' \ S' ,UMW 5' MIN., 15' MAX. (SEE NOTE 8) 2'-6" RESIDENTIAL, Q 7'-6" COMMERCIAL 4 WIDTH: RESIDENTIAL: 10'-0" MIN. 30'-0" MAX. 2'_6" RESIDENTIAL, COMM./INDUSTR.: 7'-6" COMMERCIAL 30'-0" 2-LANE 5' MIN., 40'-O" 3-LANE 15' MAX. (SEE NOTE 8) 6" VARIES VARIES RIGHT-OF-WAY LINE DRIVEWAY GRADE 7 EXPANSION JOINT J CEMENT CONCRETE DRNEWAYJ ' MATCH EXISTING 6" THICK FOR RESIDENTAL J DRIVEW AY GRADE 8" THCK FOR COMMERCIAL 2" CSTC RESIDENTIAL 4" CSTC COMMERCIAL SECTION A -A REV. FEBRUARY 2014 COSTCO WHOLESALE FUEL FACILITY EXPANSION 35100 ENCHANTED PARKWAY SOUTH, FEDERAL WAY7WA 98003 5' MINIMUM CLEARANCE BETWEEN EDGE OF DRIVEWAY AND STREETLIGHTS AND OTHER UTILITIES. fX/sr,NG Q OR��fW AY w�OTy \ TRANSITION FROM 2% TOWARDS STREET TO 2% AWAY FROM STREET WITHIN RAMP. (TYP. BOTH SIDES) 8.33� MqY . CURB TAPER " SIDEWALK PLANTING STRIP, IF ANY SEE CURB DETAIL DRAWING 3-4 - SAWCUT LINE FOR NEW OR REPLACEMENT DRIVEWAYS IN EXISTING CURB/GUTTER SECTIONS. NOTES: 1. A REVERSE SLOPE DRIVEWAY IS SUBJECT TO APPROVAL BY ENGINEER CONSIDERING NEED FOR AND COMPATIBILITY OF THIS FEATURE. 2. COMMERCIAL/INDUSTRIAL DRIVEWAYS WIDER THAN 40' MAY BE APPROVED CONSIDERING TRAFFIC SAFETY AND NEEDS OF THE ACTIVITY SERVED. ALL COMMERCIAL/INDUSTRIAL DRIVEWAYS SHALL HAVE AN EXPANSION JOINT LOCATED MID -WIDTH. SEE KCRS SEC. 3.04. 3. A STORM SEWER INLET SHALL BE LOCATED WITHIN 20' BUT NO CLOSER THAN 10' UPGRADE FROM NEAREST EDGE OF CURB TAPER. 4. SEE SEC. 3.2.13 AND CURB DETAIL DRAWING 3-4 5. CEMENT CONCRETE DRIVEWAY APPROACHES SHALL BE CONSTRUCTED WITH CEMENT CONCRETE CLASS 4000 WITH 4% TO 6% AIR ENTRAINMENT. 6. FULL DEPTH EXPANSION JOINT IF DRIVEWAY WIDTH IS 15' OR GREATER. 7. SEE SECTION 3.2.13 FOR MAX CHANGE IN DRIVEWAY GRADE 8. LENGTH OF RAMP SHALL VARY AS NEEDED TO MEET ADA SLOPE REQUIREMENTS. PUBLIC DWG. NO. �ftd(BM�WRY WORKS REVERSE SLOPE DRIVEWAY 3-7 DRIVEWAY DETAIL NOT TO SCALE NOTES: 1. AN EXPANSION JOINT CONSISTING OF 3/8" PRE -MOLDED JOINT MATERIAL SHALL BE PLACED FULL DEPTH AROUND HYDRANTS, POLES, POSTS, AND UTILITY CASTINGS. SEE DETAIL AT RIGHT. 2. AN EXPANSION JOINT CONSISTING OF 3/8" PRE -MOLDED JOINT MATERIAL SHALL BE PLACED IN THE UPPER 2 INCHES OF CURBS AND SIDEWALKS AT 10 FOOT INTERVALS AND AT SIDES OF DRAINAGE INLETS. (JOINT MATERIAL OF 2Y2" DEPTH MAY BE USED IN LIEU OF 2" DEPTH). 3. EXPANSION JOINTS IN SIDEWALK SHALL BE LOCATED SO AS TO MATCH THE JOINTS IN THE CURB AND GUTTER, WHETHER THE SIDEWALK IS ADJACENT TO THE CURB OR SEPARATED BY A PLANTER STRIP. 4. TOOL MARKS, CONSISTING OF 1/4-INCH 'V'-GROOVES SHALL BE MADE IN THE SIDEWALK AT 5 FOOT INTERVALS, INTERMEDIATE TO THE EXPANSION JOINTS. 5. AN EXPANSION JOINT CONSISTING OF 3/8" PRE -MOLDED JOINT MATERIAL SHALL BE PLACED FULL -DEPTH BETWEEN THE CURB AND ADJACENT SIDEWALK. 6. EXPANSION JOINT MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF ASTM D1751 (AASHTO M 213). 7. MONOLITHIC POURS OF CURB AND SIDEWALK ARE NOT ALLOWED. 8. ALL UTILITY APPURTENANCES WITHIN THE SIDEWALK SHALL HAVE ADA-COMPLIANT NON -SLID LIDS. SIDEWALK AND PLANTER STRIP BROOMED FINISH (TYP.) a ,PLANTING STRIP,',' lmo> J� - — — — - EXPANSION JOINT / \ SEE NOTES AT LEFT / 1/4" DEPTH "V" GROOVE 0 MAX. 5' C-C 1 TY I — I - FULL DEPTH EXPANSION SIDEWALK."• �' JOINT, ONE FOOT AROUND VLVES, •• L l.- HYDRANTS, APOES, ETC. ORB >- I SEE NOTE 1 EXPANSION JOINT I �...... .. A I A 2" CSTC-'............... ..... ....... ......I SECTION A -A 3" WIDE, SMOOTH -TROWELED PERIMETER (TYP) CEMENT CONCRETE r CURB AND GUTTER EXPANSION JOINT IN BOTH CURB AND SIDEWALK SEE NOTE 3. SIDEWALK ADJACENT TO CURB BROOMED FINISH (TYP.) 3" WIDE, SMOOTH TROWELED PERIMETER (TYP) CONCRETE CURB AND GUTTER SEE CITY STANDARD `DETAIL DWG. 3-4 FULL -DEPTH EXPANSION JOINT BETWEEN SIDEWALK AND CURB AND GUTTER SEE NOTE 5. rl/4" 'V'-GROOVE EXPANSION JOINT IN BOTH CURB AND SIDEWALK SEE NOTE 3 REV JAN 2019 woRKs SIDEWALK AND CURB JOINTS D 3-3 O. AND SIDEWALK FINISH SIDEWALK DETAIL NOT TO SCALE COSTCO FACILITY #61 0rI 1 1 /2"R �(NP) �2 3/4"R (TYP) �(TYP) 4" (/8)� TYP 1" j4"(TYP)----------- -12 73§" OR 11 " SECTION ELEVATION ISOMETRIC TYPE 'C' BLOCK TRAFFIC CURB • TO CONFORM TO CROWN SLOPE OR 0.02 FT./FT. S MOUNTABLE CEMENT CONCRETE CURB EXPANSION JOINT t0 j� * 0.02 FT./FT. _� CEMENT CONCRETE SIDEWALK 2" CRUSHED SURFACING TOP COURSE (CSTC) * NOTE: TOP OF LIP AT DRIVEWAYS. NEW CEMENT CONCRETE CURB & GUTTER 1/2" R = 1/2" NOTES: iv 1. SEE DWG. 3-3 FOR JOINT REQUIREMENTS. PAVEMENT 2. ROLL GUTTER TO MATCH POSITIVE SUPERELEVATION. y o 3. TO BE USED ONLY AS APPROVED BY THE PUBLIC WORKS DEPT. TOP OF CURB AT APPROACH 7 3/4" CEMENT CONCRETE BARRIER CURB REV: FEB 2011 cwvcv PUBLIC DWG. NO. WORKS CURB DETAILS 3-4 CURB AND GUTTER DETAIL NOT TO SCALE 12" MIN. CURB AND GUTTER D ti.. PATCH - MIN. 3" CLASS B ACP (OR MATCH EXISITING). MIN. 2" CSTC XISTING PVMT. CEMENT CONCRETE CURB & GUTTER REPLACEMENTI NOTES: 1. EXISTING CURB REPLACEMENT WILL REQUIRE REMOVAL OF ASPHALT A MINIMUM OF 12" FROM FACE OF GUTTER. 2 1/2" 5" 2 1 *TOP OF LIP AT DRIVEWAYS R=1.5" *I VARIES ANCHORAGE MAY BE VIAL/ EPDXY, MORTAR, OR REBAR. u EXTRUDED ASPHALT OR CEMENT CONCRETE CURB IN PRIVATE PARKING AREAS ONLY *TOP OF UP AT DRIVEWAYS *I VARIES 10" 6" MIN. 1/2" 5" 2 1/2` / \R=1.5/ \ I ANCHORAGE SHALL BE VIA EPDXY OR � MORTAR. REBAR SHALL NOT BE APPROVED FOR USE IN RIGHT OF WAY. EXTRUDED CEMENT CONCRETE CURB FOR USE IN PUBLIC RIGHT OF WAY APRIL 2012 amm WORKS CURB AND GUTTER REPLACEMENT DWG. NO. AND EXTRUDED CURB CURB REPLACEMENT DETAIL NOT TO SCALE 0 .0o N �� O 3:: �O in � Q J � H m w p Q 0 J Ld w H Z J 0 a Q UUa W0 Cl) L) a Z a N Y ULL WW O O 0 W 0 m VM / O N N O Www`` O z W Jcq W VA� � W � � =w 3Q= III�JQ � o O LL N O 6 c N � U '- - Q \ V1 0 Z Z _ Elf a N � � u7 N c c Y N M II O+ in-o 0 m 0 a V E V ■ C L � O 4- s •� Im 0 E W M ai � ) addo1N 0, t 3 N Q r L C Lo 4 fV m m O V N 00 a)N �� o c a x I PERMIT NO. XX—XXXXXX—XX—XX a� L0 (o T E APPROVED z 0 t �0 0 (o N ■ ) �/ DATE PRELIMINARY LANDSCAPE PLAN COSTCO WHOLESALE FUEL FACILITY EXPANSION 35100 ENCHANTED PARKWAY SOUTH, FEDERAL WAY, WA 98003 EE�;� COSTCO FACILITY #61 .2 r-zo' LEGEND r (ij I I I I I I I 1�IIII III II IIIIIII IyI I II II111 III 111I IIII IIIIIII I 1 I1I I /II IIII / / / /prpNNnI pNIN Np I y INI I1IIIIIII'IIIIIIIiI1I IIiI III IIII''I I1I I1I' IIII I II III II I' ,II I I II IIII II I i III IIIII' II I' II I II II II II II I I I II b IliI II I II III if I-/S-T-IN- --- LOT LIG 0 RE AIN-- ------� --�-�- ®-IIII III??III"I"III��III I - I II I I _� IaIIII�IIIII"I/'�III' I II I I II I II / \\�I\ \ �\S\\ D\\\ 1 I 1I S II II EXISTING VENTS TO REMAIN TING LOT LIGHT El i®----- II iIII \ II \II\'1II I I \ \ ` 1 • I IIIIII IC�I tiNpI I'III1IIIIIIIIIIIII'III 1II tpNoI I I I ; Q� -- ---OJ---- U�1 1 P_IO _ (UG) PI' UG C._______ -------- 0 001% EXISTING PAVING TO REMAIN I A�I 1 (A III I,II1, I I I 1111I1 I I I I 1 1 1 \V`. 1 1 \ �GJ Q III p 11,1 � , �rr:l I ■ I II I I I \ \ II N I I 1 1 1 I III I 11111'II � I I/ I O I I I I N 1 11L, C d w 1 1 1 1 \ li SD I i� ° EXIS G L �I I I I I 1 s d ® A I I I HT s 1 I I 1 1 III TO REMAIN I11 a d l d d d d II I I I N I I d dI d d 1 I _ = 11 p III I I d 1 L° U I I I N Z NI II� d 1 W I !; I I iir I I I d ° I Lr..l p I I I d d d d dd ° I` d° d° d� ° ° ( O d d d d I � � 0 I I d ° ' ;� ! At/ I;I d d° L4 'd d d d ° GJ ° ° li I 0 ii I ° d ad d ° Alld d I°, t I _° I ° dAfGC 1 e I I N N I III I I I ______' d °_ ° I d J 1 d------- 1°----- _ a ---- - ------ a- W d dO Id d� ° d j ° d (J ---�-dam d I d 11 p I1j� ° °O d d l 1 d $ I° d I I I NIIIw O ° 1 .1� V g I° 1 °� I I III I 111 I I d d d I d / d► I ° 1 d al �QJ�� c 1 O ° -- -�- I d �- d III I NI11 I I d �� d° I \ I ❑° I d d I I I p I 111 I I d ° I d< I I vl 11 d II p1111 I / ° SD —SD — SD D SD ill I �Ii1 I �/ Pd ° bD— SD —I$D D—® �IA�Gc< I I ai I iII �°� 1 d d d E �,� I J\ p 1 11 EX. FUEL a a d N I I I Iili d d dd P(UG ° � -, I i i I ° I\d p(� d ° I d CANOPY ti ` ► A XISTING E.S.O. n c) P(UG) -o>— U d I — P(UG)euG) P(UG) 1 d n 7— I° `11 TO REMAIN ;III' I \.-----�----I-----�---- I it ° "d I d —� II Il/l I II N I II 1 I I II p I II IIIN rn \ �SDSDso so I I N I/I I I II p j / N 0 rn SD SD � SD rn ii I I II�� SD�SDSD� \ I I I I p I \ E a/ N I I I I \\ N II N I \ I I 1 II I \ / I LJ Y 1 1 �J - in p III l ' _ u I I III II \ I \\\ --- T SS SS T SS — SS CONTRACTOR TO ADJUST EXISTING IRRIGATION SYSTEM AS NECESSARY TO ACCOMMODATE NEW PLANTINGS AND TO PROVIDE ADEQUATE WATER TO ENSURE GROWTH. NOTIFY LANDSCAPE ARCHITECT IF EXISTING LATERAL LINE AND VALVE ARE INSUFFICIENT TO PROVIDE ADEQUATE WATER TO NEW PLANTINGS ISTING VENTS/ TO REMAIN/ �XISTING LOT ILIGHT TO REMAIN / LANDSCAPE CONTRACTOR TO ADJUST EXISTING IRRIGATION SYSTEM TO ACCOMMODATE NEW SITE UTILITIES N \\ O r o I a 1 1 O \I 1 II \ \ II 1 ;I a � � a , o £ N 0 C 'P MEET ANC I GRADES a MATCH EXISTING I - EXISTING 15' WATER EASEMENT I REMOVE AND CAP PORTIONS OF EXISTING IRRIGATION NO LONGER NECESSARY FOR NEW BED LAYOUT. RE-ROUTE ANY PORTIONS OF EXISTING IRRIGATION THROUGH EXISTING BEDS EXISTING LANDSCAPE AND IRRIGATION TO BE RETAINED. SOME MODIFICATIONS TO THE EXISTING IRRIGATION MAY BE NECESSARY. RETURN AREAS TO PRE —CONSTRUCTION CONDITION EXISTING LANDSCAPE AND IRRIGATION TO BE REMOVED. (`nD AKIn DFAA0\/F DODT10KIC (1C CVICTIKIC IDDI(-%/\T1r)K1 IRRIGATION SYSTEM AS NEEDED 0 EXISTING TREE TO BE RETAINED, TYPICAL. PROTECT DURING CONSTRUCTION cx)EXISTING TREE TO BE REMOVED, TYPICAL. WHERE NEW PLANTS ARE SHOWN TO BE INSTALLED WHERE A TREE IS TO BE REMOVED, LANDSCAPE CONTRACTOR TO REMOVE ENOUGH ROOTMASS IN ORDER TO BE ABLE TO INSTALL NEW PLANTS TREE RETENTION EXISTING TREES TO BE REMOVED: 4 PROPOSED NEW TREES: 6 PLANT SCHEDULE CYMRn1 BOTANICAL / COMMON NAMES SIZE CONDITION SPACING QUANTITY HEIGHT/WIDTH/REMARKS L] V) t=Lo �U)D a-0af m M m a a M PO N 6 Z TREES: CERCIDIPHYLLUM JAPONICUM / 2" CALIPER AS SHOWN 5 STAKE & GUY ONE GROWING SEASON; KATSURA BRANCHING STARTS AT 5' ABOVE ROOT FLARE NOTE: CALIPER IS MEASURED AT 4.5' ABOVE FINISH GRADE SHRUBS: BR BERBERIS THUNBERGII 'ROSY GLOW' / 24" HEIGHT AS SHOWN 16 FULL AND MATCHING BARBERRY az AZALEA SP. 'HINO-CRIMSON' / 18" HEIGHT AS SHOWN 22 FULL AND MATCHING EVERGREEN AZALEA GROUND COVER: LAWN, SEED OR SOD. COMMERCIAL SEED MIX vvvvvvvvvvvvvv ARCTOSTAPHYLLOS UVA-URSI / 1-GALLON 24" O.C. AS REQ'D HOLD 18" AWAY FROM KINNIKINNIK BORDERS, SHRUBS AND TREES; TRIANGULAR SPACING -17 F_ Z � r Q co cv) CL O Lao Q J no�aU z a � LL _j p Q J �ww z Z J LL 0 WUw� � Z W � W LL O o U O CID F_ w N Q o ' W J ooa = w O J a 0 0) o ;Sa O a) U - U— ®f WAS I N X n/ >- LLJ "®sib W1� 00 o r� 0 N U Q O N C N II Z o V) 0O U Q > > > > N r) 7 7 7 7 O N y N N O rn 3 0 o v No v 0 U Q LLJ E Z j 0 Z LLJ Q) U) g N o J L.L.I X Z Q Z Li.l LL Ld m J Qn N N Z O N 00 U o 00 N rl- Z 5; CD 0')(D 00 Of Z / N I I Ld o Q z Lo Lo cC7 Z c iV iV w L L() L(7 j w 00 Ld N N 5: Of OI U(U) oN N +T C N 0AI, s c Q zS uj n CD tl� O c. b CD coNSJ� 8 .o / O y N Z O N p N L (\ 0 � N r 7 � % LL DEMOLITION KEYNOTES DEMOLISH EXISTING CONCRETE SLAB, EXISTING DISPENSERS ISLAND TO REMAIN 2 DEMOLISH FASCIA PANELS FROM CANOPY 33 DEMOLISH EXISTING EMERGENCY SHUT OFF SWITCH AND BOLLARDS DEMOLISH/ DECOMMISSION EXISTING CONTROLLER ENCLOSURE 5� TRAFFIC CONTROL MARKINGS AND STRIPPING TO BE REMOVED AND REPLACED 66 DEMOLISH CURB AND ASSOCIATED LANDSCAPE, SEE CIVIL AND LANDSCAPE DWGS ❑7 REMOVE ASPHALT - SEE CIVIL DWGS FOR EXTENT ❑8 DEMOLISH AND REPLACE EXISTING TRANSFORMER ❑9 REMOVE FRONT AND BACK CANOPY SIGNAGE AND LIGHTING, TYP OF 2 10 REMOVE AND REPLACE OVERHEAD LIGHTING 11 DEMOLISH EXISTING SPEED BUMP 12 DEMOLISH EXISTING DRAIN EXTENT OF CONCRETE AND ASPHALT DEMOLITION NOTE: 1. SEE ADDITIONAL DEMOLITION NOTES ON CIVIL, LANDSCAPE, STRUCTURAL, TANK, AND ELECTRICAL DRAWINGS AND SPECIFICATIONS. 2. EXISTING VEGETATION AND LANDSCAPING TO BE PROTECTED DURING CONSTRUCTION. 3. EXISTING CANOPY LIGHTS TO BE REPLACED WITH NEW LED LIGHTS. 4. EXISTING CANOPY SIGNAGE TO BE REMOVED AT FRONT AND BACK AND REPLACE WITH NEW :o: DEMO DEMO �- AREAp3 AREA #1 _ -7 V 4.r I F i / � AREA p rf DEMOLITION AREA KEY MAP SCALE: 1 /32" = 1'-0" 0 El i i i II III TYP i TYP II 12� � II II � II II i i �❑ i II IIC-- -�---•-------�-----L-III IM MI IC 7 MI IM C �I IC �,C J II I� Lul 6 C9!._j 0 C 0 1 M-1 10 I I I I I 10 I I I II 3 I n I � I I � I � i i it II LI I I I I I I I X-x-X x-X x-x x x-X x-xx-xX x-X x-X x x x x-X x-X 2_0jF 4 5 v DEMOLITION AREA #3 SCALE: 1" = 10'-0" L_______ DEMOLITION AREA #2 SCALE: 1" = 10'-0" 7 CbS7CO NE FEDERAL WAY #61 31500 ENCHANTED PARKWAYS. FEDERAL WAY, WA 98003 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com PERMIT ISSUE DECEMBER 2020 0 5 10 20 1" = 10'-0" RUSSELL H. HAZZARD, ARCHITECT 12/17/2020 © MG2. All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MG2. DATE DESCRIPTION 11/06/20 OWNER APPROVAL 12/22/20 PERMIT ISSUE BID ISSUE BUILDING DEPT REVISIONS CONTRACT ISSUE PR #1 I IAS-BUILT ISSUE 92-1220-32 PM: Jared Bassetti DRAWN: LS DEMOLITION PLAN FUELING DEMOLITION PLAN SCALE: 1" = 10'-0" I Im DEMOLITION AREA #1 SCALE: 1" = 10'-0" AG-0 _ I I I III I I I I I I II I I I I I HC 42 EXIST. SITE I151 --------------- DRAIN ----= -- ; �— ,I 39 --, _ r 6 8 o- v J 39 I ----- 45 --------------------- 4421 12------- 39 I I I WATER IMRPOVEMENTS SITE PLAN SCALE: 1 " = 30'-0" 2 19 O KO �/J • ❑ • 0 0 � • • • 0 21 18 9 29 TYP 4' 6" 40 21 O CL TO TYP TYP CL TYP 28 °O 1 1 1 N} 1 1 1 o I I I I Si I I I I SJ ° I I I I I I d 1 I I I TYP I I 10 TYP I I I I I t I I I I Si 0 z I I I 20 �� I I I ° o I Q I 33 o°o J TYP CJ 0 37 I l o a° d CL TO CL TYP EDGE OF I° I I 32 I I 32 CONCRETE I ° d d 15 I I 16 TYP I I TYP0 ri FF 40 12 29 ° J S 4' ' u J S d a S N S 4 ° S 34 d ° C C I Si ° I C ° Id d J° I d ° 4qj I° C d — dIII•' °d° d8r°J D° °III• ° 5 d- ° °d °° ° °TYP a35 1 I ° ° °d d° 4 TY ° t si ° L si 4 ° d ° 4, d d ° � I II A d `° ° d ° ° d TYP ° I° l ° I t 41 8° ° 0d ° TYP d ° d ° ° LOL�l nl ° d �J 9 LU d d 4 ' ° °I I �� I d a ° I °I ° 7° 15 0LLI ° I ° ° C d C° ad a I° C\l CIO C C o I ° I °d J d J d �d d I ° J J° TYP I o W ca-� 4 d d ° d cV °17 4 d o d ZQ d ° d U d'° 0 a d d ° 36 TYP I ° l ° a w 30 B — — — I d l w I I I I ° TYP •° I I° d W I I I I< A 4 <• • 9 d ° 0 30 • 22 a w 9 d e TYP I°C i 35 I d C c a I I J I I • A _ — I a d° — TYP I I ° I I I REFERENCE SiS ° a DATUM 0' 0" I I ° I d d o I I I I d AT GRID 1-A d ° d a(-4j TOP OF ° N ° 3 ISLAND AT COLUMN d d d a BASE - SEE CIVIL C, Id 1 1° qCi ci C1 1 N DRAWINGS 10'-8" 9'4' 4'40" 9'-0" 9'-8" 9'4" 4'-0" 9'-0" 9'-8" 9'4' 4'-0" 9'-0" 9'-8" 9'-2" 4'-0" 9'-2" 8'-111, 01 10, 22'-0" CURB TO COLUMN 31' 11" 32'-1" 32'-0" 20'-0" NOTE: LANE STRIPING DIMENSIONS f� I: 4 1 f1 12 120'-0" CANOPY ABOVE X-X-X X X x x_x x x_x x_x x_x x_X x x x x-x X x-X x- d �- d d ° ° C d d ° d d 4 d d ° d d ° 4 SITE PLAN SCALE: 1" = 10'-0" 28 31 E 40 v d 4F d ° ° ° 4 20 19 N M 39 26-9" H_/ 25 23 23 TYP of ; 9 2T-10" 44 Slo 10 22 /O TYP 13 / 14 TANK AND FUELING CONCRETE SLABS NOTE: CJ - CONSTRUCTION JOINT, SEE 16 / AG-6 SJ - SAW -CUT SHRINKAGE JOINT, SEE 17 / AG-6 NOTE: FOR FUEL FACILITY SIGNAGE, SEE TABLE ON AG-2 30 28 TYP 30'-5" Ll TYP 28 TYP 30 30 N w 6 3£ EJ �P]_\ 1-7 _j O d d d d \\ LJ 26 d 11 ■ t 1 d d ° ° d d d d ° d ° a d d d ° d ° d ° ^ ° KEYNOTES EXISTING LOCATION OF UNDERGROUND STORAGE TANKS (NO CHANGE): (3) 30,000 GALLON REGULAR UNLEADED 2� EXISTING LOCATION OF UNDERGROUND ADDITIVE TANK (NO CHANGE): (1) 15,000 GALLON SPLIT FUEL ADDITIVE EflEXISTING FUEL CANOPY 4❑ NEW FUEL CANOPY EflNEW ACCESSIBLE MULTI -PRODUCT DISPENSER, TYP. OF 4 ❑6 NEW CONCRETE DISPENSER ISLAND, TYP. OF 4 �7 NEW WASTE RECEPTOR, BOLTED DOWN, BY GC, TYP. OF 4 ❑8 NEW FIRE EXTINGUISHER, QUANTITY AS SHOWN ON PLAN, MOUNTED ON COLUMN SIDE FACING AWAY FROM DISPENSER - FIRE EXTINGUISHER CABINET TO BE, BROOKS MODEL # MARK II, RED CABINET WITH CLEAR COVER (OR EQUAL) - FIRE EXTINGUISHER AND CABINET SUPPLIED BY CONTRACTOR REINSTALLED EMERGENCY SHUT OFF SWITCH, 25' - 75' FROM DISPENSERS 10 NEW PREFABRICATED, PRE-ENGINEERED, UL APPROVED CONTROLLER ENCLOSURE 11 NEW CONCRETE 12 NEW CONCRETE SLAB, SEE TANK AND CIVIL DRAWINGS 13 NEW ROLL-TOP DRUM SPILL CONTAINMENT CABINET 14 NEW TRANSFORMER ON CONCRETE SLAB - SEE CIVIL DRAWINGS 15 NEW CATCH BASIN - SEE CIVIL DRAWINGS 16 NEW CONCRETE DRAINAGE SWALE - SEE CIVIL DRAWINGS 17 EXISTING OIL / WATER SEPARATOR - SEE CIVIL DRAWINGS 18 EXISTING VENT STACK TO REMAIN 19 EXISTING SITE AREA LIGHT 20 NEW ASPHALT, SEE CIVIL FOR EXTENTS 21 EXISTING BOLLARD 22 NEW BOLLARD 23 EXISTING "DO NOT ENTER" SIGN 24 EXISTING "STOP" SIGN 25 NEW PAINTED "DO NOT ENTER" SIGN 26 NEW PAINTED "STOP" SIGN AND BAR 27 NEW PAINTED TRAFFIC CONTROL STRIPING 28 NEW PAINTED TRAFFIC ARROW 29 EXISTING "MEMBERS ONLY" SIGN 30 NEW CONCRETE CURB 31 NEW CATCH BASIN INLET 32 CLEAN OUT - CENTER ON ISLANDS 33 SPEED BUMP 34 JOINT AT END OF ISLANDS 35 IN CASE OF FIRE OR SPILL SIGNAGE ON TWO SIDES - SEE AG-2, 9/AG-7 36 NO SMOKING/ STOP ENGINE SIGNAGE ON FOUR SIDES- SEE AG-2, 9/AG-7 37 NEW CAMERA BY SIO ON LIGHT POLE 38 RELOCATED PLANTER, SEE CIVIL AND LANDSCAPING FOR EXTENTS 39 NEW MODULAR WETLAND UNIT. SEE CIVIL FOR EXTENTS. 40 NEW ASPHALT SLURRY SEAL. SEE CIVIL FOR EXTENTS. 41 NEW TRENCH DRAIN 42 NEW STOP SIGN 43 EXISTING COMMUNICATION CONDUIT (GC TO REROUTE TO NEW KIOSK) 43 NEW PAINTED STRIPING, SEE AG7/14 GENERAL NOTES A. ALL WORK, MATERIALS METHODS, ETC SHALL CONFORM TO ALL GOVERNING BUILDING CODES, REGULATIONS AND AGENCIES. B. PROVIDE PEDESTRIAN OR VEHICULAR PROTECTION BARRICADES, TEMPORARY GUARD RAILS AND/OR CANOPIES AS REQUIRED BY THE LOCAL AUTHORITIES OR AS NECESSARY FOR PEDESTRIAN AND VEHICULAR SAFETY. C. THE DEVELOPER'S NAME, ADDRESS AND PHONE NUMBER TO BE CONSPICUOUSLY POSTED AT THE CONSTRUCTION SITE DURING ALL PHASES OF CONSTRUCTION. D. ITEMS NOTED AS EXISTING TO REMAIN. CONTRACTOR SHALL REPAIR AND/OR REPLACE, AT CONTRACTOR'S EXPENSE, ANY EXISTING FACILITIES TO REMAIN THAT ARE DAMAGED BY CONTRACTOR'S OPERATIONS. E. ALL PAVING OR CONCRETE THAT IS DESTROYED OR REMOVED AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR PATCHED BY THE GC IN A MANNER THAT MATCHES OR IMPROVES THE CONDITION OF THE EXISTING PAVING. SAWCUT ALL PAVEMENT EDGES PRIOR TO INSTALLING ADJACENT PAVEMENT. DOWEL CONCRETE SURFACES WITH #4 DOWELS AT 18" OC. F. VERIFY DIMENSIONS, LINES, GRADES, ELEVATIONS, AND SITE CONDITIONS PRIOR TO COMMENCING WORK. NOTIFY ARCHITECT PROJECT MANAGER IMMEDIATELY OF ANY DISCREPANCIES. G. CONTRACTOR SHALL TAKE ADEQUATE PROTECTIVE MEASURES AND EXERCISE EXTREME CAUTION WHEN BORING OR TRENCHING SITE IN ORDER TO AVOID DAMAGING EXISTING UNDERGROUND UTILITIES. ANY DAMAGE TO EXISTING UNDERGROUND UTILITIES SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. H. SEE CIVIL DRAWINGS FOR GRADING AND DRAINAGE INFORMATION. NO CLEAN -OUTS TO BE LOCATED IN THE UNDER CANOPY SLAB. I. SEE LANDSCAPE DRAWINGS FOR PLANTING AND IRRIGATION INFORMATION. J. SEE SHEET AG-2, AG-4 AND AG-5 FOR CANOPY ELEVATIONS, CANOPY REFLECTED CEILING PLAN, SIGN DETAILS, AND CANOPY MATERIALS. K. REFER TO ENLARGED PLANS AND DETAILS, SHEET AG-5 FOR CONTROLLER ENCLOSURE INFORMATION. PROFESSIONALLY ENGINEERED DRAWINGS AND CALCULATIONS FOR PREFABRICATED CONTROLLER ENCLOSURE AVAILABLE UPON REQUEST. L. SEE ELECTRICAL DRAWINGS FOR SITE ELECTRICAL AND CONTROLLER ENCLOSURE ELECTRICAL PANELS. M. ALL ELECTRICAL CONDUIT OR CABLE, WHERE SUBJECT TO VEHICULAR TRAFFIC SHALL HAVE A MINIMUM OF 24" COVER. N. SEE TANK AND ELECTRICAL DRAWINGS FOR FUEL PIPING RUNS AND ELECTRICAL CONDUIT RUNS FOR UNDERGROUND STORAGE TANKS, DISPENSERS, LIGHT FIXTURES AND SECURITY CAMERAS. ALL ELECTRICAL RUNS ARE SHOWN SCHEMATICALLY. THE BEST CONNECTION ROUTE SHOULD BE DETERMINED IN THE FIELD AND INSTALLED PER NATIONAL, STATE AND LOCAL CODE REQUIREMENTS. 0. A CLEARLY LABELED MANUALLY OPERATED EMERGENCY SHUT-OFF SWITCH SHALL BE PROVIDED IN AN APPROVED LOCATION, WITHIN SEVENTY-FIVE (75) FEET OF, BUT NOT NEARER THAN TWENTY-FIVE (25) FEET TO ANY DISPENSER. P. SIGNS IDENTIFYING THE EMERGENCY SHUT-OFF SWITCH SHALL BE LABELED EMERGENCY SHUTOFF. Q. A FIRE EXTINGUISHER WITH A MINIMUM CLASSIFICATION OF 2A40BC SHALL BE PROVIDED AND SO LOCATED TO NOT BE MORE THAN SEVENTY-FIVE (75) FEET FROM ANY PUMP, DISPENSER, OR FILL -PIPE OPENING. LOCATE PER FIRE DEPARTMENT REQUIREMENTS. FIELD VERIFICATION AND COORDINATION: 1. SURVEY DIMENSIONS: DIMENSIONS OF SITE CONDITIONS ARE FROM SURVEY BY OTHERS. THE ARCHITECT BEARS NO RESPONSIBILITY FOR ACCURACY OF SAME. 2. EXISTING UTILITY LOCATION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF THE SIZE AND LOCATION OF ALL EXISTING UNDERGROUND AND ABOVE GROUND UTILITIES. EXISTING UTILITIES SHOWN HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL UTILITY LOCATIONS NOT SHOWN. CARE SHOULD BE TAKEN TO AVOID DAMAGE OR DISTURBANCE TO EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO THE UTILITY. cbswo �AI�LEVE FEDERAL WAY #61 31500 ENCHANTED PARKWAYS. FEDERAL WAY, WA 98003 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com PERMIT ISSUE DECEMBER 2020 0 5 10 20 1 " = 10'-0" RUSSELL H. HAZZARD, ARCHITECT �� RUSSELL H. HAllAI�p STATE OF WASHINGTON 12/17/2020 © MG2. All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MG2. L DATE DESCRIPTION 11/06/20 OWNER APPROVAL 12/22/20 PERMIT ISSUE BID ISSUE BUILDING DEPT REVISIONS CONTRACT ISSUE PR #1 IAS-BUILT ISSUE 92-1220-32 PM: Jared Bassetti DRAWN: LS SITE PLAN AG-1 NORTH CANOPY AND DISPENSER ISLANDS (SOUTH ELEVATION SIMILAR SCALE: 1 /4" = V-0° EAST CANOPY AND DISPENSER ISLANDS (WEST ELEVATION SIMILAR SCALE: 1 /4" = V-0" 4 (:C B LJ KEY PLAN SCALE: NTS �r 1� �r 1� L�J L�J E LJ ll1 ulv1 „-„ - 3EE CIVIL DRAWINGS U I VIv1 V -V - QLL CIVIL DRAWINGS KEYNOTES PRE -FINISHED METAL FASCIA PANEL, COLOR PCTT 20122 ALMOND - SUPPLIED AND INSTALLED BY CANOPY SUPPLIER UNDER SEPERATE CONTRACT 2 COLUMN WITH PRE -FINISHED METAL COLUMN WRAP, COLOR PCTT 20122 ALMOND - SEE STRUCTURAL DRAWINGS - SUPPLIED AND INSTALLED BY CANOPY SUPPLIER UNDER SEPARATE CONTRACT �3 ACCESSIBLE MULTIPRODUCT DISPENSER ❑4 NOT USED ❑5 NEW CONCRETE -FILLED METAL FORMED GUARD AT ENDS OF ISLANDS - TOP OF GUARD AT 301, ABOVE TRAFFIC SURFACE - PAINT SIDES ONLY WITH GLOSS BLUE, REFER TO SPECIFICATION 66 NOT USED 77 NEW RAISED CONCRETE ISLAND WITH METAL EDGE FORM - PAINT SIDES ONLY WITH GLOSS BLACK, REFER TO SPECIFICATION 8 NOT USED ❑9 NEW WASTE DISPENSERS, BOLTED DOWN, COMMERCIAL ZONE, 45 US GALLON ROUND, #730101, BLACK - BY GC 10 NEW CANOPY FASCIA SIGN LIGHT FIXTURE, PROVIDED BY GC - REFER TO DETAIL 16 / AG-3 11 NOT USED 12 NEW FIRE EXTINGUISHER AND CABINETS MOUNTED ON COLUMN SIDE AWAY FROM DISPENSER - FIRE EXTINGUISHER CABINET TO BE: BROOKS MODEL # MARK II, RED CABINET WITH CLEAR COVER (OR EQUAL) - FIRE EXTINGUISHER AND CABINET, BY GC 13 EXISTING VIDEO CAMERA 14 NEW VIDEO CAMERA - VERIFY LOCATION WITH OWNER CONSTRUCTION PROJECT MANAGER. GC SHALL RUN CONDUIT AND INSTALL 3" ROUND OR OCTAGONAL J-BOX FOR MOUNTING CAMERAS - SEE ELECTRICAL DRAWINGS 15 CAULK PERIMETER OF DISPENSER BASE WITH PETROLEUM RESISTANT SEALANT- SEE T-DWGS, TYPICAL 16 12" x 12" ELECTRICAL ACCESS PANELS, SUPPLIED BY SPAN GENERAL NOTES A. SEE ENLARGED SITE PLAN FOR ADDITIONAL GENERAL NOTES AND ADDITIONAL DETAIL REFERENCES. SOIC - FUEL FACILITY SIGNAGE QTY DESCRIPTION TYPICAL PLACEMENT O2 MEMBERS ONLY / ENTER HERE WITH COSTCO LOGO METAL POST EACH SIDE ON ENTRANCE(S) - SEE DETAIL 5/AG-7 18" x 24" ALUMINUM 016 NO SMOKING / STOP ENGINE 18" x 22" ALUMINUM AT ENTRY AND EXIT COLUMNS - FLUSH MOUNT ON COLUMNS SEE SITE PLAN 4O 16 IN CASE OF FIRE OR SPILL 18" x 22" ALUMINUM AT CENTER COLUMNS - FLUSH MOUNT ALL SIDES OF COLUMN SEE SITE PLAN O5 1 IN CASE OF FIRE OR SPILL 18" x 24" ALUMINUM, ONE SIDE MOUNT ON CONTROLLER ENCLOSURE NEXT TO EMERGENCY PHONE, VISIBLE FROM THE PUMPS O1 NO CASH ON PREMISES VINYL MOUNT ON CONTROLLER ENCLOSURE, NEAR DOOR O7 3 EMERGENCY SHUT-OFF ABOVE EMERGENCY SHUT-OFF ON ENCLOSURE - SEE 4/AG-5; BELOW EMERGENCY SHUT-OFF - SEE 19/AG-6 iN CANOPY FASCIA BY SUPPLIER, EACH SIDE PY FOR INCOMING AND IG TRAFFIC CbS7CO �sIl "LMWE FEDERAL WAY #61 31500 ENCHANTED PARKWAYS. FEDERAL WAY, WA 98003 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com PERMIT ISSUE DECEMBER 2020 RUSSELL H. HAZZARD, ARCHITECT 12/17/2020 © MG2. All rights reserved. No part of this document may be reproduced in anv form or by anv means without permission in writina from MG2. 0 DATE DESCRIPTION 11/06/20 OWNER APPROVAL 12/22/20 PERMIT ISSUE BID ISSUE BUILDING DEPT REVISIONS CONTRACT ISSUE PR #1 AS -BUILT ISSUE 92-1220-32 PM: Jared Bassetti DRAWN: LS CANOPY ELEVATIONS AG-2 KENDALL - DO WE HAVE A DETAIL FOR THIS WITH THE OLD GRAND PRIX STYLE PANELS? CONDUIT TO CANC LIGHT FD J-BOX, T) 3 INCH RI OCTAG01 CAMERA WITH CO NOTSHO. 11 1 l% 1 %1 1 11 CONDUIT ROUTING SCALE: 3/8" = 1'-0" 0 ih THREADED CONDUIT UT DASHER -BOX SCREW,TYP GRAND PRIX CEILING PANEL BY CANOPY SUPPLIER BEAUTY PLATE WASHER NUT LIGHT FIXTURE LIGHT FIXTURE MOUNTING 0914 L % SCALE: 3" = 1'-0" C 14'-0" FASCIA SIGN LIGHT FIXTURE, TYP -SEE ' I ELEC DWGS POWDER COATED LIGHT FIXTURE SUPPORT BY CANOPY SUPPLIER. COLOR SHERWIN WILLIAMS FI ICE CUBE SW6252 CANOPY FASCIA OVERFLOW (BEYOND) CANOPY SIGN 10 14'-6" AFF_ _ MIN CLEARANCE TO PAVEMENT PVC RAIN LEADER, BY / LIGHT FIXTURE - I CANOPY SUPPLIER 1 SEE ELEC DWGS J INSECT SCREEN INSTALLED BY GC NOTE: GC TO FIELD PRIME AND PAINT TOP 3" DIA PVC RAIN LEADER OF STRUCTURAL STEEL PRIOR TO LOCATED WITHIN INSTALLATION OF CEILING PANELS COLUMN ENCLOSURE — METAL COLUMN ENCLOSURE, BY MBS— OUTLINE OF 6 DISPENSER G-2 F GC NOTE: EXPOSED STRUCTURAL STEEL PRIMED WHITE OR LIGHT GREY. GC TO FIELD PAINT ALL EXPOSED METAL SURFACES BELOW CEILING PANELS, PER SPECIFICATIONS. COLOR SHERWIN WILLIAMS ICE CUBE, SW 6252. I 1" HIGH CONC WASH, TYPICAL BUMPER END TOP OF a VEMENT 6" PAVEMENT,1% MAX SLOPE - T CENTER VERIFY SLOPE WITH CIVIL DWGS DISPENSER 4OF a • TYPICAL FIN SLAB FOR PRODUCT PIPING AND CONDUIT - SEE TANK AND ELECTRICAL DWGS - Y VARIES — — — 3'-6" - 5'-0" MAX BELOW DATUM TOP OF FOOTING RAIN LEADER BELOW GRADE NOTE: 1) LOCATE RAIN LEADERS A MIN OF V-0" BELOW PETROLEUM PIPING 2) ROUTE RAIN LEADERS BELOW FROST DEPTH 3) INSULATE RAIN LEADERS ABOVE COLUMN FOOTING 4) NOTCHING, CHIPPING, CUTTING, ETC OF THE FOOTING IS NOT PERMITTED 0914 r — — — — — — — — — 1'-10" MET/ ENCL AND CAN( STEE I SEE; COLUMN 3" PV ENCLOSURE PLAN LEAC 1 -- — — —— —STEEL COLUMN PER STRUCTURAL ISOLATION JOINT, TYPICAL — SLOPE TO DRAIN, TYPICAL TOP OF ISLAND 4 e RAIN LEADER CAST CONCRETE PEDEST REINFORCED CONCI FOOTING, SEE S-1 F, FOOTING AND COLU ANCHORAGE -� COMPACT SUBGRADI GUTTER SCALE: 1-1 /2" = V-0" 4 3/4" CANOPY FASCIA / COLUMN WEST SECTION SCALE: 1/2" = V-0" 18-8� FASCIA PANEL OVERFLOW - SEE 5 / AG-3 ROLLED FORM METAL GUTTER L 2x2 PER STRUCT 15-8� LC CANOPY OVERFLOW 0918 �`�� SCALE: 1" = V-0" 1216 �oJ� jLJi jLUi 2 B LJ -� °�J lr°7l lr.-) Lji iLJi 1[]l iLJi 1 AG-2 KEY PLAN SCALE: NTS 0615 SIGN LIGHT E,TYP - SEE WGS cbswo �A�LE11E FEDERAL WAY #61 31500 ENCHANTED PARKWAYS. FEDERAL WAY, WA 98003 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com PERMIT ISSUE DECEMBER 2020 RUSSELL H. HAZZARD, ARCHITECT RUSSELL H. HAllAfD STATE OF WASHINGTON 12/17/2020 © MG2. All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MG2. DATE DESCRIPTION 11/06/20 OWNER APPROVAL 12/22/20 PERMIT ISSUE BID ISSUE BUILDING DEPT REVISIONS CONTRACT ISSUE PR #1 I IAS-BUILT ISSUE 92-1220-32 PM: Jared Bassetti DRAWN: LS CANOPY SECTION AND DETAILS AG-3 20 L In ----------- ------------------------------- ------------------------------------------------------------- GUTTER, BY CANOPY ----------- 0 -------- - - ------- --------- ------ - - ------- --------- ------ - - ------- ------ ------ - z --------- I—E 0 __z --------TRUC.I,TYPICAL BEAM PER — I -------\-------- ANGLE -------- RACE, TYPICAL \� -------- ------ --- I--------- --------- -------- ---------- o O bo N OUTLINE OF NEW DISPENSER ISLAND BELOW AS REFERENCE NEW U-CHANNEL FOR LIGHT VIDEO CAMERA BELOW. VERIFYco LOCATION WITH OWNER PROJECT MANAGER, G.C. SHALL RUN CONDUIT, PULL WIRE & LEAVE 3-0" LOOP @ BACK END. CAMERA, S.I.O. CV mill RAIN LEADER, TYPICAL - BY GC NEW GUTTER 1 AG-2 M M SIM BE OW G D EFE SPE EN E DEMOLISH EXISTING LIGHTING, PROVIDE NEW LED LIGHTING (TYP, IN EXISTING HOUSING LOCATION Ao6qECFEXISTII`JZ22) LAN AS 0 0 0 N Cl) E ISTI G UT [RTOR MAIN M M 12'-0" 32'-0" EXISTING FASCIA SIGN LIGHT TO BE REMOVED AND REPLACED WITH NEW 1 FASCIA SIGN LIGHT FIXTURE AT NORTH AND AG-2 SOUTH - CENTER OVER SIGN, TYP. OF 2. 32'-0" NOTE: NOTE: SEE E-4 FOR ELECTRICAL CONDUIT TYPICAL LIGHT FIXTURE LAYOUT ROUTING AND MOUNTING DETAILS 32'-0" 12'-0" elk 120'-0" REFLECTED CEILING PLAN SCALE: 1/4" = 1'-0" FEDERAL WAY #61 31500 ENCHANTED PARKWAYS. FEDERAL WAY, WA 98003 COSTCO WHOLESALE } CORPORATION 0 999 LAKE DRIVE w ISSAQUAH, WA 98027 z T: 425.313.8100 a O z Q U U Z_ H X Lu www.costco.com PERMIT ISSUE DECEMBER 2020 RUSSELL H. HAZZARD, ARCHITECT © MG2. All rights reserved. No part of this document may be reproduced in anv form or by anv means without permission in writing from MG2. A DATE DESCRIPTION 11/06/20 OWNER APPROVAL 12/22/20 PERMIT ISSUE BID ISSUE BUILDING DEPT REVISIONS CONTRACT ISSUE PR #1 AS -BUILT ISSUE 92-1220-32 PM: Jared Bassetti DRAWN: LS CANOPY REFLECTED CEILING PLAN AG-4 WALL PANEL OR DOOR - PER PLAN #4 AT 24" OC PAVEMENT OR LANDSCAPING - SEE PLAN CONCRETE WALK • • ol VARIES - SLOPE SEE PLAN 2% MAX ° w Q ° I • • • • ,o0� o0-p0,o,0 o0� 0( ° o 0 0 0 0 00 0 0 0 o0 o o0 0 o0 0 o0 0 o0 o o0 o 0 0 0 0 0 0 ° 0 0 0 00 000 0(-, � o 0 0 0 0 0 Oo 000 000 o00 O o0 0 000 000 ° 0�°Do�°�o�°�0c°�0�°Do� • • 0000000000 Oo0 OoDOoC� o O o 0 0 0 0 0 0 00 .116, O O O 1116, O TLL of CO U NOTE: FOR ADDITIONAL NOTES AND 6" #4 TOP AND BOTTOM DIMENSIONS - SEE 11 / AG-5 CONTINUOUS DTYPICAL EDGE OF WALK 6 SCALE: 1-1/2" = 1'-0" 0618 16 GA STEEL ROOF DECK, SLOPED VARIES: 1" TO 4" STEELTUBE FRAMING BEYOND CEILING PANELS AT ROOF WALL PANELS ELEC GUTTER, SIZE VARIES - SEE ELEC DWGS NUMBER OF CONDUITS VARIES NOTE: OFFSET CONDUITS ABOVE FLOOR AS REQUIRED #4 AT 24" OC • • FINISHED FLOOR, BEYOND VARIES - lo MIN 5" CONIC SMOOTH TROWEL FINISH SEE PLAN oil — FIN FLR — it • I • z z 00 a o��cp�� z i ��. , �.� , ,�o ,o, o mo 00 C%C C%C�:)`�o:) io� oJ0 000 00 00 0 o ? w O 0 �C c �C o� , i - #4 AT 12" OC EACH LU LU 0\ l0^ I i h - WAY CENTER IN SLAB x o i MIN 6 COMPACTED w #4 AT 12" OC 1 4 i AGGREGATE BASE z VERT AND HORZ i COMPACTED FROST LINE — SUB -GRAVEL PER BLDG DEPT i I 6 i (2) #4 TOP AND CONDUITS MAY SWEEP BOTTOM CONTINUOUS e t IN ANY DIRECTION i TYPICAL WALL SCALE: 1-1 /7' DRIP AT HEAD, B' ENCLOSURE SUF WEATHER STRIP HEAD AND JAMB HEAD (JAMB SIM) 1/8" DIAMOND PLATE SWEEP WEATHER STRIP, BY ENCLOSURE SUPPLIER SEALANT AND BACKER ROD CONT 1/4" (COMPRESSED) THICKNESS x 2" ° W PEEL-N-STICK NEOPRENE SILL SEALER SILL ° 4 C FOUNDATION 3„ 1/2" WALL PANELS 1 3/4" D x 36" W x 80" HT ENCLOSURE DOOR, BY ENCLOSURE SUPPLIER #14 x 1 1/2" SST FLATHEAD SCREWS IN LEAD SHIELD ANCHOR IN (3) 1 1/2" x 5/16" HOLES AT 12" OC ACROSS DOOR CONTINUOUS FLOOR STRIP, BY ENCLOSURE SUPPLIER SEALANT AND BACKER ROD _ 0" FIN FLR BLOCK -OUT AT DOOR �I= IIIIJ uSPILL CONTAINMENT CABINET - IN FOREGROUND L----- GUTTER TYPICAL SCUPPER STEEL FACED INSULATED PANELS -PAINTED BY ENCLOSURE SUPPLIER SCUPPER �GC TO REMOVE LIFTING LUGS AND FILL HEX COUPLING WITH SILICONE SEALANT, TYP FACE OF WALL PANEL AMP DISCONNECT SWITCH AMP METER MANUEL FACE OF SLAB/ FOUNDATION TRANSFER SWITCH DISCONNECT SWITCH CT CABINET HEAT PUMP El OUTDOOR UNIT PVC DOWNSPOUT - PAINTED BY ENCLOSURE SUPPLIER I I I I I I I I I I I I I I I I I II I I II I � u — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J SIDE FACING AWAY FROM CANOPY SCALE: 1/2" = 1'-0" 1120 CONTROLLER ENCLOSURE FINISH: O PCTT 20122 ALMOND El NOTE: ALL EXPOSED METAL TO BE PAINTED OVERFILL ALARM / NOTE: ACKNOWLEDGEMENT SWITCH / O REFER TO SIGNAGE o TABLE ON SHEET AG-2 o INSULATED SAFETY GLASS o \ v � u i ELECTRICAL ENTRY SCALE: 1/2" = 1'-0" "v PLAN 4" 3" 4" VARIES - SEE PLAN 7" VARIES - SEE PLAN 3" 1 " I STORAGE ENTRY zV 4 L- — — — — — — — — — — — — — — — — — — — — — — — — — — rA SIDE FACING CANOPY SCALE: 1/2" = 1'-0" 0720 17'-0" FACE TO FACE CONC / CONTROLLER ENCLOSURE 12'-2" 1'-1" T-3" 6" N _ 'v m 0 N 6" 0'-6" AFF_ RAISED CURB (SHADED) 1/2" X 3 1/2" SLAB RECESS AT EXTERIOR DOOR, TYP--j FIN FLR FIN FLR o 3 1/2" CONCRETE N PAD 3 1 /2' ao M CONTROLLER ENCLOSURE CONCRETE FACE ABOVE (DASHED) PAD 6„ _ 'v rn FOUNDATION PLAN 1120 �v� SCALE: 1/2" = 1'-0" 0320 �`�� SCALE: 1/2" = 1'-0" FACE OF FOUNDATION ALIGN TO WALL PANELS f WALL PANELS w w ANCHOR PLATE EACH w CORNER - WELDED TO FLOOR STRAP AT BOTTOM > OF WALL PANEL, BY ENCLOSURE SUPPLIER EDGE OF CONCRETE CURB 1 SEALANT AND BACKER ROD CONT 1/4" (COMPRESSED) THICKNESS x 2" WITH PEEL-N-STICK NEOPRENE SILL SEALER • ° • #4 AT 24" OC Q 6" CONCRETE SIDEWALK, SLOPE Q AWAY FROM BUILDING ° N ° ° -------------4--------- - 4 Q • Q • ° SECTION ° • ° FOUNDATION CORNER WALL PANELS 5/8" DIA ANCHOR BOLT HILTI QUICK BOLT 3-1/8" MIN EMBEDMENT HARDWARE LOAD TRANSFER WASHER ANCHOR PLATE, BY ENCLOSURE SUPPLIER SEALANT AND BACKER ROD P= MACHINE WASHER BUILD-UP TO PLUMB AND LEVEL ENCLOSURE FINISHED FLOOR, BEYOND _ 0" 4 "I FIN FLR 171_01- rnniToni i GQ Gnir i nci ioG 1217 NOTE: PROVIDE SEALANT UNDER ALL FOUR SIDES OF ENCLOSURE TO PREVENT ENTRY OF WATER, DUST, INSECTS AND AIR. THE ENCLOSURE SHALL BE A TEMPERATURE CONTROLLED AND CLEAN ENVIRONMENT FOR THE ELECTRICAL EQUIPMENT HOUSED WITHIN NOTE: COORDINATE REBAR TO BE CLEAR OF ANCHOR LOCATION. VERIFY LOCATION OF FACTORY ANCHOR BOLT HOLES PRIOR TO FIXING REBAR LOCATION NOTE: CONTROLLER ENCLOSURE IS PREFABRICATED, PRE-ENGINEERED, UL APPROVED - PROFESSIONALLY ENGINEERED, WET STAMPED DRAWINGS AND CALCULATIONS AVAILABLE UPON REQUEST 2 LANDSCAPE (UNDER WHSE AG-5 CONTRACT) F ----------------- 1 11/2 2" -1 1/2" �l,A i J z 10- m I U) Q I I I � O I I M H 1 0w I d z I Q J � o I O O I � I Q� O I I I � I I EDGE OF CONCRETE CONCRETE PAD ~o o o a t o= ) I 1 1 I 1 o a a ILL TGUTTER (ABOVE) i a SLOPE o 1/2 LEVEL I I O SLOPE 1/4" /FOOT in 1 -----------------� ! 1/4" / FOOT -1 1/2" OVERFILL ALARM 6 CEILING MOUNTED AG-5 A/C AND HEATER UNIT (DASHED) Z) SLOPE 0 1/4" / FOOT wELECTRICAL OfSTORAGE w T-0" WIDE DOOR J 0 7 3'-0" WIDE DOOR 0'-0" FIN FLR � — 0' 0" FIN FLR � — g z AG-5 AG-5 0 16 q AG-5 TUBE FRAME FOR OF RACK CONCRETE CURB, TYP 17 � AG -1 1/2" AT CORNER, OPP 1 1/2" 1/2" 1/4" FOOT o 1/� 6 AG 2 6 1/2" 11 LEVEL 6 1/2" t- o SLOPE ~0 1/4" / FOOT ui O wo aw o o CANOPY SIDE AG-5 a o U) � U) o SLOPE DOWN 4.1 % 10 CONCRETE 6" WIDE YELLOW STEP 6" CURB 6" CURB WALKWAY SAFETY PAINT Z) J TIC = -2" TIC= -1 1/2" -7 1/2" TIC = 1 1/2" TIC= 2" BC= BC= BC=-71/2" BC= NO CURB AT EDGE OF RAMP - 4 TURN DOWN EDGE OF RAMP AG-5 FACE OF FOUNDATION FACE OF FOUNDATION 5'-0" 12'-0" 5'-0" 5-0" NOTE: BOTTOM OF CURB (BC) / PAVEMENT ELEVATIONS (AND CORRESPONDING CURB HEIGHTS) MAY VARY SLIGHTLY DUE TO STANDARD CONTROLLER ENCLOSUR FUELING SLAB GRADES - SEE CIVIL DWG TANK A ENCLOSURE EPLAN FIELD ORIENTAT0 coswo �A�LE11E FEDERAL WAY #61 31500 ENCHANTED PARKWAYS. FEDERAL WAY, WA 98003 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com PERMIT ISSUE DECEMBER 2020 RUSSELL H. HAZZARD, ARCHITECT 12/17/2020 © MG2. All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MG2. L DATE DESCRIPTION 11/06/20 OWNER APPROVAL 12/22/20 PERMIT ISSUE BID ISSUE BUILDING DEPT REVISIONS CONTRACT ISSUE PR #1 IAS-BUILT ISSUE 92-1220-32 PM: Jared Bassett) DRAWN: LS STANDARD ENCLOSURE PLAN, ELEVATIONS AND DETAILS AG-5 SCALE: 3" = 1'-0" 0618 SCALE: 3" = 1'-0" 0618 SCALE: 1/2" = 1'-0" 1120 CANOPY 6-0" x V-0" WIDE REFLECTORS N SPEED BUMP SCALE: 3/4" = V-0" BACKFILL WITH COMPETENT NATIVE MATERIAL OR NEW STRUCTURAL FILL AS DIRECTED BY SOILS ENGINEER, C( 95% MAX, ATTAINABI DETECTABLE TAPE - 6" TO 12" BELOW SUF QTY 2 - 1" CONDUITS QTY 2 - 2" CONDUITS PAINTED YELLOW STRIPES ADHESIVE PER MFG GC NOTE: 1) GC TO SUPPLY AND INSTALL ALL CONDUIT AND FILL WITH 25 LB PULL ROPE 2) GC TO PROVIDE PULL BOXES FOR CONDUITS AS REQUIRED - MINIMUM ONE PULL BOX EVERY 250' OR AFTER (2) 90' BENDS 3) ALL ELECTRICAL CONDUIT OR CABLE, WHERE SUBJECT TO VEHICULAR TRAFFIC SHALL HAVE A MINIMUM 24" COVER 6" END CAPS 0317 z n COMMUNICATION CONDUIT TRENCH SCALE: 1-1/2" = V-0" NOTE: CONCRETE SLABS MIN 4,000 PSI - WATER / CEMENT RATIO 0.45 0518 1/2" x T-0" PLAIN DOWEL AT 18" OC, MAX FILL WITH PREVENTION TECHNOLOGIES INC PETROLEUM RESISTANT SEALANT 1/4" x 1-1/2" SAW -CUT #4 AT 18" OC, MAX a Q v a v a a Q v a 4 4 v Q a 17 va v Q O°o o0 00 00 O O°o o0 00 00 O°o o0 00 0°1 00 O O� O OD O OO O OD O0 O OD O OO O OD O O6 O OD O O� 0000°0000°0000 0000 0000°0000°0000 0000 0000 000C� O o� 0 00 0 0� 0 00 0 0� 0 00 0 0� 0 00 0 0� 0 00 C �O °00 O°o�0°00 O°o0 O°o0 O°o�0°00 O°o0 O°o0 O°oC �O o�0 oDo oDo 000 000 000 0�0 000 oDo -° 00° 00° 00° 00° 00° 000 00 Oo Oo° 000 o, Ono O� `�O o00 00600 00000 00000 00000 On \°00°000°00°�00°� SHOWN ON PLAN AS SLIP -RESISTIVE FINISH CONSTRUCTION JOINT (CJ BROOM FINISH IN DIRECTION OF WATER FLOW SMOOTH TROWEL AT CENTER SLOPE IN SWALE DIRECTION 1% PREFERRED 0.5% MIN SHRINKAGE JOINT ISLAND o v TRENCH DRAIN FLUSH 1'-8" T-0" 2'-0" a NOTE: CONDUITS TO RUN FROM CONTROLLER ENCLOSURE TO EDP ROOM IN WAREHOUSE SWALE SCALE: 1/2" = 1'-0" LIP -RESISTIVE FINISH 6" MIN (4) #4 LONGITUDINAL @ 8" OC, #3 CROSS BARS @ 32" OC 0919 1/2" x T-0" PLAIN DOWEL AT 18" OC, MAX FILL WITH PREVENTION TECHNOLOGIES INC PETROLEUM RESISTANT SEALANT 1/4" x 1-1/2" SAW -CUT #4 AT 18" OC, MAX o �J 0 a Q a a v v 4 a v v 4 a Q v 00 00 O O°o o0 00 00 O O°o o0 00 00 O°o o0 6,0 OO O OD O0 O OD O OO O OD O6 O OD O OO O OD O O6 l OonO0OoO00OoO00OonO0OonO0OoO00OoO00OoO00OonO0OoO00Oo�C' �0 o�0 o00 o�0 o00 o�0 o00 o�0 o00 o�0 o0C o�°°O°0�0 ° �oo oDoo ohoo ohoo o0Doo oOhoo oODoo oODoo oDo ohO0O0o� °00°00°00°00°00°00°00°00°0� O o 0 o O o O o 0 0 o Ono, Ono O� '�O o00 000 000 .060 000 SHOWN ON PLAN AS SAW -CUT SHRINKAGE JOINT (SJ 0 v An PLASTIC SLEEVE (RED) OVER 6" SCHEDULE 40 POST - GROUT SOLID NOTE: SECURE PLASTIC SLEEVE TO STEEL POST CONCRETE WASH PAVING, PER CIVIL AGGREGATE BASE 1'-3" DIA CONCRETE FOOTING A TYPICAL EXTERIOR BOLLARDS SCALE: 1/2" = 1'-0" 0516 )NSTRUCTION JOINT (CJ) - _L WITH PREVENTION :CHNOLOGIES INC :TROLEUM RESISTANT :ALANT, TYPICAL _JGE OF ISLAND SLAB SLAB JOINT AT END ISLANDS 1'-9" 11-0.1 2'-0" 11-0.1 11-91, I I 1 1 I I BOLLARD UNI-STRUT BRACE I ` I PIPE BOLLARD WITH PLASTIC SLEEVE C U-BOLT 4)/ I SLOPE 2%MAX o EMERGENCY SHUT-OFF SWITCH 2'-0" 3' 3" 2 -p CONCRETE PAD CURB J L.L A PLAN EMER( SHUT - PER EI CONDI CONTI ENCLC SECTION FOOTING B EMERGENCY SHUT-OFF SWITCH BOLLARD IN )UND FILL WITH PREVENTION TECHNOLOGIES INC PETROLEUM RESISTANT SEALANT 1/4" x 1-1/2" SAW -CUT 5/8" x 9" SMOOTH ROUND DOWEL AT 18" OC, MAX FE CURB SLIP RESISTIVE FINISH EPDXY DOWEL TO EXIST SLAB WITH HILTI HIT-HY #4 AT 18" OC, MAX 1rF 200R ADHESIVE WITH SPECIAL INSPECTION a v a v Q a �y Q v & L v ° a 4 1/2" a v v a a v Q 7 o0 00 00 00 00 0 00 00 00 0 00 00 10610 OO O OO O O6 O .0610 .0610 0O O OO O o6 O .0610 .0610 0O O OO O O6 00CoOoC0Oo0,00'0Ce,C)Cf"00'c0'0Oo00OCf"0CC' O o0 0 0� 0 0� 0 O� O OD O o� 0 0� 0 0� 0 00 0 0� C '70o�0°oO°O°oO°O°o�0°o�0°oO°O°oO°O°o�0°0�0°0c �0 oDo 000 000 000 oDo 000 000 000 oDo °00°00°00°00°00°00°00°0C O o On o f Ono O� 600 00600 10600 10600 .0600 .0600 SHOWN ON PLAN AS CONSTRUCTION JOINT (CJ) NEW TO EXISTING SLAB DETAIL COS7M �A�LE11E FEDERAL WAY #61 31500 ENCHANTED PARKWAYS. FEDERAL WAY, WA 98003 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com PERMIT ISSUE DECEMBER 2020 RUSSELL H. HAZZARD, ARCHITECT RUSSELL H. HAZZ,WD STATE OF WASHINGTON 12/17/2020 © MG2. All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MG2. L DATE DESCRIPTION 11/06/20 OWNER APPROVAL 12/22/20 PERMIT ISSUE BID ISSUE BUILDING DEPT REVISIONS CONTRACT ISSUE PR #1 IAS-BUILT ISSUE 92-1220-32 PM: Jared Bassetti DRAWN: SITE DETAILS AG-6 SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" 0718 SCALE: 1/2" = 1'-0" 0919 SCALE: 1/2" = 1'-0" 1020 SCALE: 3" = 1'-0" 0618 to J 0 0 ow J �m rK w 0 ENTRANCE ELEVATION FRONT ELEVATION EXIT ELEVATION NOTE: SAFETY, WARNING, NOZZLE POSITION DECALS - SIO DISPENSER ELEVATIONS SCALE: 1/2" = 1'-0" 8'-6 5/8" "COSTCO","SAFETY RED" SW4081 (RED) CANOPY SIGN SCALE: 1/2" = 1'-0" BACKER, 5/8" OUTLINE (SUPPLIED AND INSTALLED BY CANOPY SUPPLIER) 1216 6-5" T-4" T-1 " NOTE: PROVIDE PAINTED DIRECTIONAL ARROW AT ALL LOCATIONS INDICATED ON SITE PLAN PAINTED STRIPE SCALE: 1/2" = 1'-0" R-R, 0 i� ZCOLUMN WRAP PER PLAN I�L Al SP ARE FOPlo�AroO sh°I'0ff merge°°� P r� �USQ e the a°°�dQ°ti o epallme°I °a� gI1 GC NOTE: DRILL HOLES AND SECURE W/ 3/16" STAINLESS STEEL TEK SCREWS 22"W X 18"H ALUMINUM SIGN, (SOIC) TOP OF SLAB GC NOTE: VERIFY PROPER BACKING FOR MOUNTING HARDWARE FLUSH MOUNTED COLUMN SIGN SCALE: 1-1/2" = 1'-0" 4" WIDE MECHANICALLY APPLIED PAINT (2) COATS TRAFFIC YELLOW 1111 NOTE: ALIGN CENTERLINE OF PAINTED SIGN AND BAR WITH CENTERLINE OF DISPENSER ISLAND 'AINT (2) COATS 'RAFFIC WHITE NOTE: PROVIDE PAINTED DIRECTIONAL ARROW AT ALL LOCATIONS INDICATED ON SITE PLAN 01�� I��JI10 25-0" no 5'-10" PAINT (2) COATS TRAFFIC WHITE PAINTED DETAIL SCALE: 3/8" = 1'-0" MECHANICALLY APPLIED PAINT (2) COATS TRAFFIC WHITE LENGTHEN TEXT VERTICALLY TO BE SEEN OBLIQUELY 1'-0" Z-0" �A�LE11E cosrco FEDERAL WAY #61 31500 ENCHANTED PARKWAYS. FEDERAL WAY, WA 98003 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 www.costco.com PERMIT ISSUE DECEMBER 2020 RUSSELL H. HAZZARD, ARCHITECT 12/17/2020 © MG2. All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MG2. L DATE DESCRIPTION 11/06/20 OWNER APPROVAL 12/22/20 PERMIT ISSUE BID ISSUE BUILDING DEPT REVISIONS CONTRACT ISSUE PR #1 I IAS-BUILT ISSUE 92-1220-32 PM: Jared Bassetti DRAWN: LS SITE DETAILS - SIGNAGE AND STRIPING DIRECTIONAL ARROW SCALE: 1/2" = 1'-0" 0510 DIRECTIONAL ARROW SCALE: 1/2" = 1'-0" 0510 TRAFFIC CONTROL STRIPING SCALE: 1/2" = 1'-0" 0117 AG-7 o v v iIli c-, v 0 v NZ -vJ U-7 DESIGN PARAMETERS CODE : 2015 INTERNATIONAL BUILDIN6 CODE 4 ASCE 'I-10 LIVE LOAD: 20 P5F REDUCIBLE OR 300 Lbs. SNOW LOAD : Pg Pf CIO Ct 7s WIND : V EXPOSURE R15K CATEGORY SURFACE ROUGHNE55 ENCLOSURE CLA561FICATION INTERNAL PRESSURE COEFFICIENT SEISMIC : 55 =1.28 51 =0.442 SEISMIC DE51614 CATEGORY 51TE CLA55 RISK CATEGORY ANALY515 PROCEDURE Ie = 55.1 P5F = 25 P5F = O.4 = 1.2 = 1.00 = 110 MPH, 3 SECOND GUST =C =G = OPEN = 0.00 Sus =0.854 5pi =0.445 = D = D = EQUIVALENT LATERAL FORGE cm LONGITUDINAL DIRECTION STEEL ORDINARY CANTILEVERED COLUMN SYSTEM: R = 1.25 Gs = 0.66 BASE SHEAR = 26.3K Rho = 1.0 TRANSVERSE DIRECTION STEEL ORDINARY CANTILEVERED COLUMN SYSTEM: R = 1.25 Gs = 0.65 BASE SHEAR = 26.3K Rho = 1.0 SOILS : 6EOTEGHNICAL ENGINEER REPORT # REPORT' 17ATIE ALLOWABLE BEARING FRICTION PASSIVE FR05T DEPTH SKIN FRICTION 1•C�7L'd`�i�1 KLEINFELDER 20142016.00IA = 5000 PSF + 1/3 INC. PAD FOOTING 8000 P5F PIER FOOTING = 0.55 = 180 PGF PAD FOOTING 220 PGF PIER FOOTING = 24" = 125 P5F FOR DOWNWARD 63 P5F FOR UPLIFT MATERIALS 5HALLOW FOOTINGS ISLANDS 28 DAY COMPRESSIVE 5TREN6TH 3500 P51 3500 PSI W/C 0.55 MAX 0.55 MAX AIR CONTENT 5% 5% CEMENT TYPE II H SLUMP 4" t I" 4" t i" F -FREEZING AND THAWING FI FI 5 - SULFATE 50 50 d P - PERMEABILITY PO PO v G - CORROSION PROTECTION GI GI ■z7dT' p"FSaL i:1i1 REINFORCING #4 AND LARGER STEEL : #3 STRUCTURAL W SHAPES STEEL : H55 (RECTANGULAR) C's, ANGLES, d PLATES STRUCTURAL BOLTS ANCHOR BOLTS WELDS ROOF PANELS - BELOW BASE PLATE: MATCH 28 DAY COMPRESSIVE STRENGTH FOR FOOTINGS FROM CHART ABOVE - ASTM A615, GRADE 60 - A5TM A615, GRADE 40 - A5TM A442, 6R. 50, Fy=50 K51 - ASTM A500, 6R. B, Fy=46 K51 - ASTM A36, Fy=36 K51 - ASTM A30'1, &R. A OR A5TM A325 AS NOTED - A5TM F1554, 6R. 36 - E-TOXX - A5TM A653, 6R C, Fy=40 K51 NOTES CONCRETE: I. ALL DIMEN51ON5 SHOWN FOR THE LOCATION OF REINFORCING STEEL ARE TO THE FACE OF THE BAR. UNLE55 SPECIFICALLY NOTED OTHERWISE CONCRETE COVERA6E SHALL BE A5 FOLLOW5 : CONCRETE CAST AGAIN5T AND PERMANENTLY 3" EXPOSED TO 501L CONCRETE EXPOSED TO EARTH OR WEATHER : 2„ #6 OR LAR6ER #5 OR SMALLER : 1.5" 2. CONCRETE SHALL BE PLACED 50 A5 TO NOT CAUSE 5E6RE6ATION OF THE AGGREGATE. IF REQUIRED, CHUTES, TRUNKS OR HOPPERS SHALL BE USED TO AVOID 5E6RE&ATION. 3. MAXIMUM AGGREGATE SIZE SHALL BE II2" FOR SHALLOW FOOTINGS AND SLABS, %" MAX. FOR ITEMS REQUIRING TREMIE PLACEMENT AND I" FOR ALL OTHERS. I STEEL : 4. SPLICE OF 48 VIA. UNLE55 NOTED OTHERWISE. 5PLICE5 IN ADJACENT BARS SHALL NOT BE LE55 THAN 4 FT. APART. I. ALL WELDING OF STRUCTURAL STEEL SHALL BE PERFORMED BY CURRENTLY CERTIFIED WELDERS AND SHALL BE IN ACCORDANCE WITH THE LATEST A.I.5.C. AND A.W.5. 5PECIFICATION5. 2. BOLTS MAY BE UNFINISHED OR GALVANIZED 3. ALL STRUCTURAL STEEL SHALL RECEIVE ONE GOAT OF WHITE OR LIGHT GREY ZING CHROMATE OR EQUAL BASE OR SHALL BE HOT DIP GALVANIZED. SEE PROJECT SPECIFICATIONS FOR FIN15H REQUIREMENTS. 4. ALL HOLES FOR BOLTING SHALL BE 1/16" LARGER THAN THE BOLT NOMINAL DIAMETER UNLE55 NOTED OTHERWISE. 5. UNLE55 NOTED OTHERWISE, ALL BOLTS SHALL BE SNUG TIGHT, AND TORQUED PER NOTE 8. 6. WHERE PRETENSIONIN6 IS SPECIFIED, AN ASTM F436 WASHER IN ACCORDANCE WITH THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (R05C) SECTION 6 SHALL BE USED. BOLTS MAY BE PRETEN51ONED WITH ANY OF THE FOLLOWING METHODS: A. CALIBRATED WRENCH B. DIRECT TEN51ON INDICATOR C. TWIST -OFF -TYPE TENSION CONTROLLED "I. INHERE PRETENSIONIN6 IS SPECIFIED, THE FAYING SURFACE (SURFACE BETWEEN STRUCTURAL MEMBERS) SHALL BE GLASS A. GLA55 A FAYIN6 SURFACE CON515TS OF ONE OF THE FOLLOWING: A. UNPAINTED GLEAN MILL SCALE SURFACES B. SURFACES WITH GLASS A COATIN65 ON BLAST GLEANED SURFACE C. HOT -DIPPED 6ALVANIZED SURFACES II. ROUGf� 50RFACE5 8. REQUIRED BOLT TORQUE: BOLT 51ZE PLAIN GALVANIZED 46" PIA. 125 FT-Lbs. 150 FT-LbS. 14" VIA. 200 FT-Lbs. 225 FT-Lb5. 36" - I' DIA. 2T5 FT-Lbs. 350 FT-Lbs. D0 NOT LUBRICATE BOLT5 FOR SPECIAL INSPECTION BOLTS SHALL BE CONSIDERED AS BEARING TYPE CONNECTION: 5N & - T16HT TW15T-OFF TYPE TENSION CONTROLLED BOLTS ARE ACCEPTABLE IN LIEU OF STANDARD BOLTS SOILS / FOUNDATIONS : I. GRADING AND FOUNDATION TO BE INSPECTED AND CERTIFIED BY THE 501L ENGINEER PRIOR TO PLACEMENT OF CONCRETE. 2. COORDINATE FOOTING LOCATIONS w/ CIVIL PLANS. REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION OBSERVE ON FOR EACH VERIFICATION AND INSPECTION A RANDOM WELD JOINT BASIS OR MEMBER YVLDIKS 1. WELDING PROCEDURE SPECIFICATIONS (WP55) x AVAILABLE 2. MANUFACTURER CERTIFICATIONS FOR WELDING x CON5UMABLE5 AVAILABLE 3. MATERIAL IDENTIFICATION (TYPE/6RADE) x In 4. WELDER IDENTIFICATION SYSTEM x 5. FIT -UP 6ROOVE WELD5 (INCLUDING JOINT GEOMETRY): A. JOINT PREPARATION x B. DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT x O FACE, BEVEL) C. CLEANLINE55 (CONDITION OF STEEL SURFACES) x D. TAGKIN6 (TACK WELD QUALITY AND LOGATIOW x E. BACKING TYPE AND FIT (IF APPLICABLE) x 6. CONFIGURATION AND FINISH OF HOLE AGCE55 HOLES x "I. FIT UP OF FILLET WELD5 . A. DIMENSIONS (ALIGNMENT, 6AP5 AT ROOT) x B. CLEANLINESS ( CONDITION OF 5TEEL 'SURFAGE5) x C. TACKING (TACK WELD QUALITY AND LOCATION) x 8. USE OF QUALIFIED WELDER5 x 4. CONTROL AND HANDLING OF WELDING: CON5UMABLE5 A. PACKAGING x B. EXP05URE CONTROL x 10. NO WELDING OVER CRACKED TACK WELD5 x 11. ENVIRONMENTAL CONDITIONS: A. WIND SPEED WITHIN LIMITS x B. PRECIPITATION AND TEMPERATURE x Q 12. PI-5 FOLLOWED A. 5ETTIN6 ON WELDING EQUIPMENT x B. TRAVEL SPEED x C. SELECTED WELDING MATERIALS x D. 5HIELDIN6 &A5 TYPE/FLOW RATE x E. PREHEAT APPLIED x F. INTERPA55 TEMPERATURE MAINTAINED (MIN/MAX) x 6. PROPER P051TION (FV,HOH) x 13. WELDING TECHNIQUES: A. INTERPA55 AND FINAL GLEANING x B. EACH PASS WITHIN PROFILE LIMITATIONS x C. EACH PA55 MEETS QUALITY REQUIREMENTS x 14. WELDS GLEANED x 15. SIZE, LENGTH, AND LOCATION OF WELDS x 16. WELD5 MUST MEET VISUAL ACCEPTANCE CRITERIA: A. CRACK PROHIBITION x B. WELD5/BA5E - METAL FU51ON x C. GRATER CROSS SECTION x D. WELD PROFILES x E. WELD SIZE x F. UNDERCUT x G. POROSITY x 11. ARC 5TRIKE5 x 18. K-AREA x 14. BAGKIN6 REMOVED AND WELD TABS REMOVED x (IF REQUIRED) 20. REPAIR ACTIVITIES x 21. DOCUMENT ACCEPTANCE OR REJECTION OF x WELDED JOINT OR MEMBER OTHER 22. ANCHOR ROD EMBEDDED ITEM VERIFIED PRIOR TO PLACEMENT OF CONCRETE : A. DIAMETER, GRADE, TYPE AND LENGTH PRIOR TO PI.AC4D4ff T OF CONGRM B. EXTENT OR DEPTH OF EMBEDMENT INTO CONCRETE 25. INSPECTION FABRICATION OR ERECTED STEEL FRAME FOR COMPLIANCE WITH DETAILS 5HOWN ON CON5TRUCTION DOCUMENTS : APTER ORWI ION BUT, A. BRACE5, STIFFENERS, MEMBER LOGATIONS p B. PROPER APPLICATION OF JOINT DETAILS AT EACH CONNECTION BOLTING 24. MANUFACTURER'S CERTIFICATIONS AVAILABLE x FOR FASTENER MATERIALS 25. FASTENERS MARKED IN ACCORDANCE WITH A5TM x REQUIREMENTS 26. PROPER FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, BOLT, LENGTH IF THREADS x ARE TO BE EXCLUDED FROM SHEAR PLANE) 21. PROPER BOLTING PROCEDURE SELECTED FOR WA JOINT DETAIL 0 28. CONNECTION ELEMENTS, INCLUDING THE �-- APPROPRIATE FAYING SURFACE SURFACE CONDITION WA AND HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE REQUIREMENTS 24. PRE -INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL OBSERVED AND WA DOCUMENTED FOR FASTENER A55EMBLIE-5 AND METHODS USED 50. PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WA WASHER AND OTHER FASTENERS COMPONENTS 51. FASTENER ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN ALL HOLES AND WA5HER5 (IF REQUIRED) WA Z ARE P051TIONED AS REQUIRED 52. JOINT BROUGHT TO THE SNUG -TIGHT CONDITION WA (� PRIOR TO THE PRETEN510NIN6 OPERATION 1�4[1 35. FA5TENER5 COMPONENT NOT TURNED BY THE WA WRENCH PREVENTED FROM ROTATING 54. FASTENERS ARE PRETEN51ONED IN ACCORDANCE WITH THE RC50 SPECIFICATION, PRO&RE55IN6 WA SYSTEMATICALLY FROM THE M05T R161D POINT TOWARD THE FREE ED6E5 55. DOCUMENT ACCEPTANCE OR REJECTION OF x BOLTED CONNECTIONS NOTE REQUIRED FOR: I. 5NU6-TIGHT JOINTS PER A150 360 SECT. 6 EXCEPTION I t INSPECTOR NEED NOT BE PRESENT DURING THE INSTALLATION OF FASTENER FOR 1. 5NUG-TIGHT JOINTS PER A15G 560 SECT. 6 EXCEPTION 1 2. PRE TENSIONED JOINTS PER AND SLIP -CRITICAL JOINTS, WHEN U51146 THE THE TURN -OF -NUT METHOD WITH MATCHING TECHNIQUES, THE DIRECT INDICATOR METHOD, OR THE TT415T-OFF-TYPE TEN51ON CONTROL BOLT METHOD PER AISG 360 SECT. 6 EXCEPTION 2 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION VERIFICATION AND INSPECTION CONTINUOUS PERIODIC I. INSPECTION OF REINFORCING STEEL, INCLUDING - x PRESTRESSING TENDONS, AND PLACEMENT. 2. INSPECTION OF REINFORCING STEEL WELDING IN _ WA ACCORDANCE WITH TABLE 1105.2.2, ITEM 2b. 3. INSPECTION OF ANCHORS CAST IN CONCRETE WHERE ALLOWABLE LOADS HAVE BEEN _ x INCREASED OR WHERE 5TRENGTTH DE5I6N 15 USED. 4. INSPECTION OF ANCHORS P05T-IN5TALLED IN _ WA HARDENED CONCRETE MEMBERS. 5. VERIFYING USE OF REQUIRED DESIGN MIX. - x 6. AT THE TIME FRESH CONCRETE 15 SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, x _ PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE. '7. INSPECTION OF CONCRETE AND 5HOTGRETE PLACEMENT FOR PROPER APPLICATION x - TECHNIQUES. 8. INSPECTION FOR MAINTENANCE OF SPECIFIC - x GURIN6 TEMPERATURE AND TECHNIQUES. 4. INSPECTION OF PRESTRESSED CONCRETE: A. APPLICATION OF PRE5TRE551NG FORGE. WA _ B. 6ROUTIN6 OF BONDED PRE5TRE551N6 TENDONS WA IN THE 5EI5MIC-FORGE-RE515TIN6 SYSTEM. 10. ERECTION OF PRECAST CONCRETE MEMBERS. - WA II. VERIFICATION OF IN -SITU CONCRETE 5TREN6TH, PRIOR TO 5TRE551N6 OF TENDONS IN POST - TENSIONED CONCRETE AND PRIOR TO REMOVAL - WA OF 5HORE5 AND FORMS FROM BEAMS AND STRUCTURAL 5LAB5. 12. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING - x FORMED. REQUIRED VERIFICATION AND INSPECTION OF SOILS VERIFICATION AND CONTINUOUS PERIODIC INSPECTION TASK I. VERIFY MATERIALS BELOW FOOTIN65 ARE ADEQUATE TO ACHIEVE THE DES16N BEARING - x CAPACITY. 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER - x MATERIAL. 3. PERFORM CLASSIFICATION AND TESTING OF - x CONTROLLED FILL MATERIALS. 4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND x - COMPACTION OF CONTROLLED FILL. 5. PRIOR TO PLACEMENT OF CONTROLLED FILL, 085ERVE 5UB&RADE AND VERIFY THAT 51TE HAS - x BEEN PREPARED PROPERLY. EXPIRES �%/2Y 2% % DEC 21 2020 O p W N � v v II L V Iu Q a� L O N O N C) Z (n W Q C) O V) LLJ J W Q J Q W 0 O U LLI W = y W vi „a. W Z W a: of g a Zm p Z Z12 N G Y d W m m U lirmg M M m p 20 m A aoo to to ss :30Qv _ U00 3 W Z 1 lai � L� L 0a Z _0 V SHEET CANOPY SPECIAL INSPECTIONS AND GENERAL NOTES GMA JOB NO. 2019.061 v a�N aQ a YY O w n o J c I�1 cn -'� v .c '7 GMA J08t 2000.145 LJ F L` J �0-0� i 0 F / /' \ EX15TING 5'-0" x V-0" x 50" __` L�� rOJ \ I ( L❑l r❑J \ _ I _ CIS OF COL. O �)FOOTING-5 TYP. ��- -r0.,1 \ I I❑� r❑� \ i AND FOOTING i �pp� r0❑, L❑J- -LQJ L❑J_ _L❑J I L J- -L J 3 5-1.2 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 L" " 1 L---------------------------J QJI� V iL 12'-0" Col r _ _ ¢ OF COL._, AND FOOTING I J W-6 COLUMN TYPICAL OF (4) SEE FRAMING PLAN I PROP05ED PAD OF (4) G5EE L DETAIL 5/5-1.2 PROP05M CONCRI DISPENSER 15LAND PAD FOOTI N& SCHEDULE TYPE DIM. REINFORCING STEEL. REMARKS $FOOTING D F-a.0 41-0" 41-0" 24" (12) #4 BAR5 EACH WAY TOP 02) #5 BARS EACH WAY BOTTOM LE67END THE AGGURAGY OF THE ANCHOR BOLT PLACEMENT IS CRITICAL. GARS SHOULD BE TAKEN TO ENSURE PROPER PLACEMENT 52'-0" INDICATES FOOTING NUMBER 5EE SCHEDULE5 ON SHEET 5-1.1 a .�y EXPIRES q( ;Vf L21 DEC 21 2020 lid ~ t4 r � rl M g g Et32S s Z ' M W. is m a ooc 999 o = o � W N L_ Z 0 c.i W SHEET >s CANOPY FOUNDATION PLAN GMA JOB NO. 2019.061 N COLUMN AND PAD FOOTING 0 N � 3 °0 U) -`v J (D � H55 COLUMN LINE - SEE ARCHITECTURAL " GUSSET TYP. OF (8) I I DECORATIVE METAL COLM�xb"xl0" ECPGOLgYG�S�EW:g1.2 _ _ H55 COLUMN CONCRETE SHALL BE FINISHED AROUND THECOL" AND SLOPED AWAY FROM 6" I — TYR O O (ANCHOR BOLT Ap") HOLE IN BASE PLATE TYP. OF (4) FOR REINFORCING DE516N AT CONCRETE UNDER THE CANOPY AND SLAB E#1 [SLAB N m CANOPY AND SLAB ABOVE TANKS SEE CIVIL DRAWIN65, TYP. m 3"x3"xl" THICK 1�---J WASHER TYP. AT EA. BOLT DEFORM THREADS ABOVE AND BELOW NUT TO PREVENT NUT MOVEMENT 00 I SECTION SCALE : IN = 1'-0" (2) #4 TOP AND BOTTOM GUARD END (4) #5x32" 24• — DOWEL5 EA. FACE OF GUARD = s 6" AT ¢. Of DISPENSER 24N 50. x I" BASE iE W/ (4) IWO THREADED RODS AND HEAVY HEX STEEL. EDGE NG FORMS � I L LEVELINUTS. SPACE AND EMBED WITH ROLLED EDGE - BOLTS AS SHOWN. PLACE ANCHOR BOLTS BEFORE POURING CONCRETE --------------- 4" 5Q. x fib" THICK PLATE WASHER 09*99014 W/ (ANCHOR BOLT +460)(0 HOLE r1O" ABOVE AND BELOW BASE PLATE I (4) #5x36" I DOWELS z TYP. OF (8 4'-O" DIA.CO PROJECT TO 112" GLR. CO BE OF TOP OF 15LAND = NON -SHRINK GROUT PLACE AT 18"x24" GAGE n REINFORCING STEEL 3" MINIMUM CONCRETE TOP OF PAD FOOTING SEE DETAIL 2/5-1.2 COVER FOR ALL STEEL NOTE G.G. SHALL CONFIRM THE BOLT SPACING AND PROJECTION ARE AS SHOWN ON PLANS WIDTH OF DISPENSER DRAIN LINE - SEE ARCHITECTURAL I Q FOR PIPE AND CONDUIT - SEE T AND E DRAWINGS SEE ARCHITECTURAL - FOR LINE. CONNECT TO STORM DRAIN PER CIVIL PLANS REINFORCING STEEL - SEE SCHEDULE ON SHEET 5-1.1 PAD FOOTING - SEE SCHEDULE ON SHEET 5-1.1 NOTE — > THE PAD FOOTING SHALL BE POURED 49 MONOLITHICALLY KV THE ABHOR BOLTS SET PRIOR TO POURING THE CONCRETE. GOLD JOINTS ARE NOT ALLOYED IN THE PAD FTC. 2 SECT I ON SCALE : 1/2"= I I -ON (4) #4 LON6'L TOP AND BOTTOM. USE 8" q0° HOOK AT GUARD END ADD'L #4 TOP AND BOTT. AT ALL ISLAND OPENINGS TYP. DISPENSER SUMP (50"Abol AT OF ISLAND) TOP EDGE OF ISLAND OUT5IDE LINE 15 ROLLED EDGE CONCRETE FILLED METAL FORMED GUARb-, AT ENDS OF ISLANDS (2) #4x36" DIAGONAL TOP AND BOTT. OF SUMP OPENING SECTION SCALE- : 1/2" = 1'-0" REINFORCING STEEL SEE SCHEDULE ON SHEET 5-1.1 4 SECTION SCALE : 1/2" = 1- COLUMN AND PAD FOOTING DECORATIVE METAL COLUMN WRAP BY CANOPY SUPPLIER —H55 COL" SEE DETAIL 1/5-1.2 GONGRETE SHALL BE FINISHED AROUND THE COLUMN AND SLOPED NOTE I. TOP OF ALL FOOTINGS SHALL BE AT THE SAME ELEVATION 2. SEE CIVIL DRAWIN65 AND SHEET AG-2 FOR ELEVATIONS AND DATUM POINT 3. G.G. SHALL INFORM CANOPY STEEL SUPPLIER OF T.O.F. ELEVATIONS AWAY FROM THE COLUMN FOR REINFORCING DESIGN AT AT CONCRETE SLAB UNDER THE ELEVATION OF CANOPY AND SLAB ABOVE CONCRETE PAVEMENT TANKS -SEE CIVIL DRAWINGS, AT HIGHEST 15LAND TYPICAL DATUM O'-O" SEE CIVIL _ i 4) #5x3611 F DOWELS — PROXOT TO 112" GLR. OF TOP OF ISLAND = PLACE AT 18Nx24" GAGE s — c Q 3" MIN. CONCRETE I' COVER FOR ALL STEEL 5/2 4 _ m COLUMN Ell ME m— WWA m ME wu TO NEXT H55 COLUMN PAVEMENT VARIES SEE CIVIL 7RIZ. STIRRUPS )No.c. MAX. :E (2) IN THE TOP 5" •-bx A5 REQ'D L DOWELS 12" SPADED EVENLY. EMBED IO" MIN,. INTO FOOTING. PROJECT TO TOP OF CONCRETE ENCASEMENT #4 AT 16"o c. MAX. TOP AND BOTT. SEE DETAIL 4 L 1/5-12 —48" DIA. CONCRETE ENCASEMENT SEE DETAIL 2/5-12 —PAD FOOTING BELOW ISLAND SEE SCHEDULE ON SHEET 5-1.1 FNOTE5 ROTATED q0°FROM TION SHOWN IN CANOPY PLAN. EXPIRES DEC 21 202Q CANOPY FOUNIPATION PETALS LS [Q 0 `U L U4=NU4 vi �_ a W Lal n; ZO NZooz ZfQOY W Wm m m2 U � m to 1 M p Go E 9 ig �tai� W Z O 0 4 i �d k SHEET as GMA JOB NO. 201q.061 2lb" CONT. 2" n 2"xl8 GA. w/ --� (2) y -14x6" HWH #1 AT EA. VERTICAL. SPLICE AT V�YICAL FASCIA MEMBER TYP. OKAY IN �- LIED or-A. OINgT N'' ,T SHEET METAL FASCIA PANELS AT TOP, ATTACH TO Z GONT. CHANNEL W(I) �j 144-14X76" HWH #1 SCREW AT 18"o.c. _ HOOK TO CLEAT AT 2 BOTTOM. �t /ow7%N'5ECTION 50ALE . I" = 11-011 (5) I4-1406" HWH TEK5 #1 STITCH 50REM AT ALL LAPPED JOINTS MIN. EDGE DISTANCE = 16" 21L " CONT. 2"Il 2"xl8 GA. w/ (2) 14-1406" HWH #1 AT EA. VERTICAL. SPLICE AT VERTICAL FA50IA MEMBER ONLY SHEET METAL FASCIA PANELS AT TOP, ATTACH TO - CONT. CHANNEL w/(l) N z I4-14X76" HWH #1 SCREW AT 16"o.c. _ HOOK TO CLEAT `fl AT BOTTOM. et f /02"AN 5ECTION 50ALE : 1" = 1'-0" 1/5 'd- I I SHEET METAL---- - FASCIA PANELS SEE ARGHITEGTUAL FOR REVEALS N� v� f 2B 5ECTION 50ALE = 1" = 1'-0" OK TO WELD IN LIEU OF BOLT 5HOWN 0) 4-1406" HWH #1 STITCH SCREWS AT ALL LAPPED JOINT5 MIN. EDGE DISTANCE FASCIA WIND BRACE 4 2x2x18 GA. AT 36"o.c. JOIST --i FASTEN ANGLE TO DECK w/ (2) FASTENERS AT EACH RIB #TOTAL OF 3 6) - USE 14 WH -14x1" H CEILING PANELS CONTINUOUS GUTTER FASTEN ANGLE TO DECK AT 6"o.c. MAX. � xl" HWH #3 CONTINUOUS csu 1 2'-6" MW FASCIA WIND BRACE 4 2x2x18 GA. AT 36"6.c. "XI'i MEMBER HEIGHT FLANGE STIFFENERS EACH 51DE OF WEB TYPICAL AT EACH BEAM/JOIST INTERSECTION SEE DTL. 4A OR 413/5-2.1 FOR FLANGE BRACE (NOT SHOWN 3 TYP. 3�6 r BEAM (----SEE DTL. 4A OR 415/5-2/1 FOR ATTACHMENT CEILING PANELS SEE DTL. 6/5-2.1 FOR ATTACHMENT OF CEILING PANELS alb" CONT. 20n 2"xl8 GA. w/ (2) 14-1406" HWH #1 AT EA. VERTICAL. SPLICE AT VERTICAL FASCIAONLY MEMBER .4 3x3xk4 AT 48"o.c. 4 2x2x1/8 FRAMING AT 48"o4. FASTEN ANGLE TO DECK AT 3"o.c. MAX. USE 14-14x1" HWH #5 CONTI GUTTER SEE DTL. 4A OR 45/5-2.1 FOR ATTACHMENT CEILING PANELS SEE DTL. 6/5-2.1 FOR ATTACHMENT OF CEILING PANELS Wxll! MEMBER HEIGHT FLANGE STIFFENER EACH 51DE OF WEB OK TO WELD IN LIEU OF SCREW OR BOLT SHOW OK TO WELD INS LIEU OF BOLTING SHOWN (4) WO A525N BOLTS AT--J / 3"x3" GAGE Y "xlt MEMBER HEIGHT FLANGE —/ STIFFENERS EACH SIDE OF WEB. STIFFENERS MUST BE WITHIN 15" OF THE BEAM j-,. IF NOT ADD AN ADDITIONAL STIFFENER IN THE FIELD 4� SECTION / SCALE . 1" = 1'-0" I4"x12 MEMBER HEIGHT FLANGE STIFFENER EACH 51DE OF NE5 OK to hM-;? W LIEU OF SCREW OR BOLT SHOWI OK TO WELD IN LIEU OF BOLTING W6 SHONN -fd (4) %04V A325N BOLTS AT 3"x3" GAGE T7'P %NX5" WIDE MIN. (MATCH FLANGE J WIDTH IF GREATER THAN 5") STIFFENER AT END OF EA. MEMBER 4'5'\ SECTION —1 50ALE : 1" = 1'-0' FLANGE STIFFENER SEE DETAIL 4A OR 45/5-2.1 r -%"x14"xI8" PLATE —� w/ (4) 441040 A525 BOLTS AT 31-li"xl5" GAGE JOIST - SEE DTL. 4A OR 45/5-2.1 FOR ATTACHMENT AND WEB 5TIFFENEF `—CEILING PANEL I op SEE DTL. 6/5-2.1 FOR ATTACHMENT I I -1-155 COLUMN SEE FRAMING PLAN �-OUTLINE OF DECORATIVE COLUMN WRAP l2"x3%"x24" PLATE EACH SIDE OF WEB () BEAM %"x4"x4" SPLICE - PO� � EACH SIDE BACKING BAR 3 DETAIL 5 DETAIL SCALE, In = 11-O" 50ALE : 1 1/2" = 1'-0" l4 TYP J015T BEAM - SEE FRAMING PLAN GUT LEG OF ANGLE AND BEND HORIZONTAL, ATTACH w/ (1) "O A50-1 OR w/ (2) 4-28x3" HWH #5 5CREWS EACH END /�� 2x2x% FLANGE BRACES / TYP. AT EACH BEAM / CEILING JOIST INTERSECTION I TYP. J015T BEAM - SEE FRAMING PLAN CUT LEG OF ANGLE AND BEND HORIZONTAL, ATTACH w/ (1) "10 A307 OR w/ (2)14-28x3" HWH #5 SCREWS EACH END 2x2x% FLANGE BRACE5 1,1--TYP. AT EACH BEAM / CEILING JOIST INTERSECTION �I \II TYP. JOIST --I (2) W40 A325N BOLTS AT 3" GAGE (1) EA. 51DE OF CEILING JOIST 0) 12-24xIIti" HWH #5 SCREYVS w/ COMPOSITE .050" x fib" O.D. ALUMINUM -NEOPRENE WASHER BOTTOM FLANGE OF JOIST CEILING PANEL I I L 12" 6 DETAIL SCALE : 3" = 1'-0" DETAIL 50ALE : 3" = 1'-0" .4 2x2xW6 MOUNTING ANGLE THE FULL LENGTH OF THE FIXTURES ATTACH TO H55 w/ (2) 12-14x1" #3 50REWS H55 STRUT - SEE FRAMING PLAN 4-1 A & 1 / 4- " 4> A325 OK IN OF WELDING (2) 4-14x2W HWH #5 50REW5 TO TOP OF FASCIA k74 BACKING BAR H55 II�xil6x%am-�X21Zx(2) I4-14x1I4" H #5 SCREW5 TO EACH MEMBER 21!ix21lzx% NOTCH BEAM WEB TYP. WIND BRAGS H55 II�xt1�x1� 4 2x2x1g J SHEET METAL - FASCIA PANEL (O GUSSET -CONTACT GMA IF CEILING PANEL CONFLICT w/ SPLICE PLATE 15 DISCOVERED IN FIELD ROLL -FORMED CONTINUOUS GUTTER �fFJ JOIST "q L I &HT t I XTURZ 5UPPORT SCALD : I" = 1'-0" 4 2x2x4f6 MOUNTING ANGLE THE FULL LENGTH OF THE FIXTURES LIGHT FIXTURE ATTACH TO H55 w/ (2) 12-24xII2" HWH #5 SCREWS BY OTHERS }{ Ik2xllttx% - POWDER GOAT SEE ARGHITE 1�8 FOR COLOR LIGHT FIXTURE SUPPORT 4 2x2x% w/ (2) 12-24x112" HWH #5 5GREW5 AT EA. LAPPED JOINT. PLACE AT 4'-O"o.c. MAX. SPACE EVENLY CONTINUOUS CHANNEL - SHEET METAL - FASCIA PANEL FASTEN ANGLE TO DECK AT 3"o.c. MAX. w/ 14-14xl" HWH #5 50REWS to L 16HT FIXTURE 5UPPORT SCALE: 1" = 1'-0' LING PANEL 1� DEC z A mm CANOPY ROOF FRAMIN& DETAILS Q4 r- � N ti WW=NUi vi vi o . a ui Ww o:o o:n:� 6 -tau Y i .0 . v Fw co SHEET 150�2.1 GMA JOB NO. 2014.061 SOUTH 320TH �6 5 a 0 Lu SITE A FEDERAL N WAY ICOSTCO SOUTH 352ND / T NOT TO SCALE VICINITY MAP CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING AND NEW UTILITIES PRIOR TO CONSTRUCTION. SEE UTILITY CONFLICT NOTE THE EXISTING WATER, STORM, AND SANITARY SEWER SERVICE SHOWN IS APPROXIMATE, BASED ON FIELD SURVEYS AND "AS -BUILT" RECORDS. THE GENERAL CONTRACTOR SHALL "POTHOLE" THE EXISTING UTILITIES TO VERIFY THE DIAMETER AND LOCATION (INCL. ELEVATIONS) PRIOR TO CONSTRUCTION. ANY DISCREPANCIES IN THE LOCATION OF THE EXISTING PIPE OR INCOMPATIBILITY OF THE DESIGN SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNERS REPRESENTATIVE, AND BARGHAUSEN CONSULTING ENGINEERS (425-251-6222). UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POT HOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1 (800) 424-5555 AND THEN POT HOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. SHEET INFORMATION NOTE: BASE SHEET INFORMATION PROVIDED BY BARGHAUSEN CONSULTING ENGINEERS, FILE NAME 6076-s.dwg, DATED 12.07.2020. BARGHAUSEN CONSULTING ENGINEERS ARE NOT RESPONSIBLE FOR THE HORIZONTAL CONTROL. SEE CIVIL AND ARCHITECTURAL SHEETS. In N c I II EXISTING\ARID PERMEATOR ON EXISTING TANK #4 1 o a CONCRETE, PAD TO REMAIN GASOLINE ADDITIVE N i 1,500 GAL. TO \ o I EXISTING 3" VENT RISER REMAIN a 1 TO REMAIN G A EXISTING 2" VENT RISER ; \ TO REMAIN P( i I rn a L-=::w==-----/-7-y--------�• C---P(UG------------ -- --- P(UG) P(UG) P(UG) P( -- --- - ( ) P(UG) I -- UG li--------- ------ -- / ----r--_-------�- e G a ¢ v�i I I I I O• \ ' _ • I ___________________________________________ I 11 a e y ♦ C I I; SO s � _ `°G�,---' � ,� EXISTING 2" INSIDE 3" DOUBLE N I \\' EXISTING 3" DOUBLE EXISTING 2" INSIDE 3" J WALL FIBERGLASS ADDITIVE WALL FIBERGLASS VENT VENT PIPING TO REMAIN - DOUBLE WALL FIBERGLASS PIPING TO REMAIN ADDITIVE PRODUCT PIPING FUEL POSITION NUMBERING P(UG, I = TO REMAIN III " 1 '1'1 / %a NOTE: FUELING POSITIONS AT THE DISPENSERS ARE NUMBERED AS FOLLOWS: 2 REMOVE TWO (2) EXISTING FE PETRO 2 HP VARIABLE SPEED '11'1111 I O \ TURBINE PUMPS AND PLLD INSTALL TWO (2) NEW FE PETRO �GJ FUELING POSITION #1 IS ALWAYS THE OUTBOARD SIDE It � / EXISTING \ 2 HP VARIABLE SPEED TURBINE PUMPS. RE -INSTALL OF THE FIRST DISPENSER ON THE ENTRANCE SIDE AND N , '1'1 o I J� / TANK #2 \ \ NON EXPANSION SIDE OF THE CANOPY. OPPOSITE SIDE II I,I a I o PREMIUM � EXISTING PLLD ON PRIMARY PUMP AND ONE (1) NEW SHALL BE FUELING POSITION #2 AS SHOWN. I " �_ 30K GAL NON -VENTED CHECK VALVE ON SECONDARY PUMP. BOTH �GJ it ItI CD TO REMAIN. TURBINE PUMPS TO BE MANIFOLD TOGETHER WITHIN THE NOTE FUEL POSITION DECAL NUMBERS ARE PROVIDED BY 4 \ ONLY (TANK SUMP. 3 # ) q OWNER AND INSTALLED BY START UP TECHNICIAN. II a II EXISTING 11 1, N I II TANK J J #2 '1 IcS I. UNLEADED " c _ 2 REMOVE EXISTING FE PETRO 2 HP VARIABLE SPEED t it30K GAL '1 I I a I a ;; TO REMAIN. TURBINE PUMP AND PLLD INSTALL TWO (2) NEW FE PETRO I EXISTING 2 HP VARIABLE SPEED TURBINE PUMPS. RE -INSTALL \ ;% � '1` TANK #1 EXISTING PLLD ON PRIMARY PUMP AND ONE (1) NEW UNLEADED AG %l '--r'SD �' NON -VENTED CHECK VALVE ON SECONDARY PUMP. BOTH O N SD ill'l l ;; 30K GAL G� TURBINE PUMPS TO BE MANIFOLD TOGETHER WITHIN THE \ \ TO REMAIN. SUMP. (TYP. OF TANKS #1 & 2 ONLY) A 0 1 'It VI , 1j O 1 •13ol a a G it EXI TING 2" INSIDE 3" DOUBLE WALL N ;1 FRP SIPHON TO REMAIN % EXIS G 2" DOUBLE WALL FLEXIBLE PRODUCT NEW POINT OF 3 N IN ERCEPTION FOR 4" DUCT. 7 MANIFOLD CROSS CONNECTION & 4" DUCT TO o CONTRACTOR TO FIELD BE REP�ACED (NORMALLY CLOSED) ; a I VERIFY EXACT LOCATION I ;/ j IEW POIN F VAPOR 4 I NEW 2" DOUBLE WALL 3 3 EXISTING 2" DOUBLE -,,WALL FLEXIBLE PRODUCT 6 NEW GILBARCO ENCORE 700S %% ECO Et PIPING 7 FLEXIBLE PRODUCT PIPING 7 7 PIPING TO BE REMOV� EXISTING SECTION OF SINGLE HOSE PER SIDE, 2 PRODUCT IN ERCEPTION. INSIDE NEW 4" DUCT 4 DUCT TO REMAIN. IT�LL NEW 2 MPD (TYP. OF DISPENSERS 1/2, l )NT ACT R TO FIELD DOUBLE WALL PRIMARY FL BLE PIPE. 7/8, 13/14 AND 19/20) IV�C (IFY EXA T �OCATION \ to I I IC C 11 I � I III N � "INSIDE 3" 4 UjLE WALL 7 1 p c o f A S VAPOR I I V R IPI-1G (TYP.) I' 2 0 � IIII II;III;I I I — ---- -------- - — +0 EVEPRODUCT 8 " 7 8 �pr-------- -+--0 PIPIN TANSITION -- -----------------------------------------`N 13W 19 ------SUMP --- ---- ----------NEW 2 DOUBL----0---------- ----- II -- ---------- 4WALL FLEXIBLE 7 NEW 3>INSIDE 4 ------- �aa III' DOUBLE NEW 3" INSIDE 4" DOUBLE Qr6�� FIRE EXTINGUISHER a II II a PRODUCT PIPING WALL FIBERGLASS IVAPOR 3 NEW 2" I I 6E-4' DUCT ER IP I 7 DOUBLE WALK FIBERGLASS I VAPOR \q TYP CLASS 4A4 0BC I I EXIS INI 3 INSIDE 4 1 O \P FLEXIBLE\ ) 01 � I = � � a II ti I II DOUBLE WAf_L FIBERGLASS 311 WALL PRODUCT A I' NEW 2 DOUBLE I � N I jl V POR RE OVERY PIPING I X FLEXIBLE PRODUCT PIPING I PIPING INSIDE 3 NEW 2" DOUBLE W L II N I II TO REMAIN IDI ICTNEW 4" DUCT X FLEXIBLE PRODUCT P'tPING- o I ; I II — 0 I I I = — o \ — — — a INSIDE NEW 4" DUCT — — — N I I I d I —N - — — — — — — — — — — — — — J II I I I I I 11 N I II EXI TINS 3" INSIDE 4" — — N = — _ " i I ' � i G a " i I D UBLE WZL FIBERGLASS I ,2+&, %2+0', In I II APOR RECOVERY PIPING 3/ \4 9 '2+0`I '2+0', I TO REMAIN I• `----- 15� 16 I N I 3 CONTRACTOR TO ` ---- ° �; 21\ K a „% I ' a • I I o- S° REbFO�/E ESXFST�AIG 2° — rSD — s° 3 So ONTRACTOR TO - 3 l✓ ' I 7 REMOVEC�11�fG SD — SD� S _ 3 CONTRACTOR TO 5 SD --' 'Ore. I g� II I PIPING AND CE 7 REMOVE EXISTI�AG- -� SD -O(00 A, PIPING AND REPLACE a \I I EGG) a WITH NEW 2 D BLE �o „ PIPING AND REPLACE I I I = I a0 i i • I WALL FLEXIBLE WITH NEW 2 DOUBLE " ..., A � WITH NEW 2 DOUBL • ;; �G ' f II a r I PRODUCT PIPIN I WALL FLEXIBLE p INSTALL EMERGENCY Q� ---- / / PRODUCT PIPING WALL FLEXIBLE I o PUMP SHUTOFF SWITCH !% N IN TALL EM RGENCY P(�G INSIDE EXISTING 4"---- ,> a PRODUCT PIPING I / I ) 5 6 INSIDE EXISTING 4 S " PER IFC REQUIREMENTS / -,' /'/'PUMP SHU OFFo SWITCH p(D �/ DUCT 11 1�� I INSIDE EXISTING 4 s4 I C I I I DUCT 17 8 I I� • o %% % I; PER I C R QUIP EMENTS uG� I 2+0;' DUCT 3 K I • I Q \2+0f , II i it I (U \_ P(UG) P(uu) UG) I (ur,)= _ Pf��Ir•� P 3 — — — — — — ; N I III' NEW 2 DOUBL� WALL II —�-------------- ` - � ---- I I / Y( F E IBLE PRODUCT 7 i i EXISTING 3" INSIDE 4" — — — PIPI G INSIDE NEW 4 I a N DUCT " DOUBLE WALL I ; ! !Id a II FIBERGLASS VAPOR II RECOVE Y PIPING TO EXISTING 2" N EMAIN LE WALL FIBERGLASS a I I EXISTING GILBARCO ENCORE 7005 6 VAPOR RECOVERY PIPING SD so —✓° — sD DI INSTALL EMERGENCY ' SINGLE HOSE PER SIDE, 2 PRODUCT TO REMAIN so — SD SD so SD — s\A PUMP SHUTOFF SWITCH PER IFC REQUIREMENTS Q MPD TO REMAIN (TYP. OF DISPENSERS so _ so so — �GJ o \ a I I I I 3-6, 9-1 2, 1 5-1 8 AND 21 -24 — sD 5D _ SD SD — 5D INSTALL OVERFILL ALARM I { D so — SD \; 0 AND ACKNOWLEDGE SWITCH e �5 G N ' 1 5D J 1\'\ SD � SD � SD o o _ SD — SD — EW CONTROLLER 5 a \5D \ ENCLOSURE eN I o I I O5 ALARM 0 ITOR\ SYSTEM Q I II �— SD i Spi_ ` EXISTING ENCLOSURE 5 TO BE REMOVED - i- zz ------------------- ----------- ------ _ rn \ \\ \\ a --------------------- --------------------------------------------------------- EL P(U T TANK AND PIPING SITE PLAN FOR SITE EXPANSION Q r— — �d N SCALE: 1=10' 0 5 10 20 SHEET INDEX TANK SHEETS T1-1 UNDERGROUND TANK AND PIPING SITE PLAN T2-1 TANK AND PIPING MATERIAL LIST T3-1 EXISTING TURBINE SUMP DETAILS T4-1 DISPENSER AND SUMP INSTALLATION DETAILS T4-2 DISPENSER AND SUMP INSTALLATION DETAILS ELECTRICAL SHEETS E1-0 ELECTRICAL SITE PLAN AND NOTES E1-1 HAZARDOUS AREA SITE PLAN AND NOTES E2-0 CONTROLLER ENCLOSURE FLOOR PLAN E2-1 CONTROLLER ENCLOSURE INTERIOR ELEVATIONS E2-2 TURBINE, DISPENSER AND MONITORING SYSTEM ELECTRICAL DIAGRAM E2-3 A/C UNIT WIRING DIAGRAM E3 PANEL SCHEDULES AND SINGLE LINE DIAGRAM E4 CANOPY LIGHTING AND CAMERA PLAN E5 VEEDER-ROOT CONSOLE AND DETAILS E6 POWERBOX DETAILS E7 SQUARE D IPaCS POWERBOX DETAILS E8 POWERBOX AND PLLD DETAILS E9 UPS WIRING DETAILS E10 ADDITIVE WIRING DETAILS PIPING LEGEND G EXISTING UNDERGROUND UTILITIES (WATER, GAS, TELEPHONE, SEWER) EXISTING 2" OR 3" F.G. DOUBLE WALL FIBERGLASS VAPOR RECOVERY PIPING ----------------------------- EXISTING 3" DOUBLE WALL FIBERGLASS VENT PIPING EXISTING 2" INSIDE 3" DOUBLE WALL FIBERGLASS ADDITIVE PRODUCT PIPING EXISTING 2" INSIDE 3" DOUBLE WALL FIBERGLASS ADDITIVE VENT PIPING EXISTING 2" INSIDE 3" DOUBLE WALL FIBERGLASS PERMEATION RETURN LINE EXISTING 2" FLEXIBLE DOUBLE WALL PRODUCT PIPING IN 4" GEODUCT - - — NEW 2" FLEXIBLE DOUBLE WALL PRODUCT PIPING IN 4" GEODUCT NEW 2" OR 3" F.G. DOUBLE WALL FIBERGLASS VAPOR RECOVERY PIPING ® INDICATES DISPENSER NUMBERING AND POSITION NOTE: CONTRACTOR ASSUMES RESPONSIBILITY TO ASSURE THAT THE OPERABLE SYSTEM MEETS THE DESIGN INTENT AND THE CONTRACTOR IS PERMITTED TO ADJUST SIZES AND CUTS BASED ON ACTUAL FIELD CONDITIONS AND INSTALLATION TECHNIQUES. * PRODUCT PIPING IS TO SLOPE FROM THE FIRST SET OF DISPENSER SUMPS DOWN TO THE TANK 1 /8" PER FOOT MINIMUM, 1/4" PER FOOT PREFERRED. SIPHON AND VENT PIPING TO SLOPE 1/4" PER FOOT. MINIMUM. * SECONDARY CONTAINMENT PIPING IS SHOWN BY NOTE ONLY, NOT GRAPHICALLY. ALL PRODUCT, VENT AND VAPOR RECOVERY PIPING TO BE DOUBLE CONTAINMENT FIBERGLASS PIPE. FOR QUESTIONS REGARDING FIGS BONDER CERTIFICATION AND/OR PIPING METHODS AND STANDARDS, PLEASE CONTACT SCOTT WILSON AT (425) 483-3530. TANK AND PIPING INSTALLATION NOTES EXISTING THREE (3) 30,000 GALLON "CONTAINMENT SOLUTIONS" DOUBLE WALL FIBERGLASS TANKS WITH HYDROSTATIC ANNULAR SPACE MONITORED BY "VEEDER ROOT" TLS-450PLUS TANK AND PIPING MONITORING AND ALARM SYSTEM TO REMAIN. EXISTING 1,500 GALLON "CONTAINMENT SOLUTIONS" DOUBLE WALL FIBERGLASS TANK WITH HYDROSTATIC ANNULAR SPACE MONITORED BY "VEEDER ROOT" TLS-450PLUS TANK AND PIPING MONITORING AND ALARM SYSTEM TO REMAIN. �2 REMOVE EXISTING FE PETRO 2 HP VARIABLE SPEED TURBINE PUMP AND PLLD INSTALL TWO (2) NEW FE PETRO 2 HP VARIABLE SPEED TURBINE PUMPS. RE -INSTALL EXISTING PLLD ON PRIMARY PUMP AND ONE (1) NEW NON -VENTED CHECK VALVE ON SECONDARY PUMP. BOTH TURBINE PUMPS TO BE MANIFOLD TOGETHER WITHIN THE SUMP. (TYP. OF TANKS #1 & 2 ONLY) REMOVE TWO (2) EXISTING FE PETRO 2 HP VARIABLE SPEED TURBINE PUMPS AND PLLD INSTALL TWO (2) NEW FE PETRO 2 HP VARIABLE SPEED TURBINE PUMPS. RE -INSTALL EXISTING PLLD ON PRIMARY PUMP AND ONE (1) NEW NON -VENTED CHECK VALVE ON SECONDARY PUMP. BOTH TURBINE PUMPS TO BE MANIFOLD TOGETHER WITHIN THE SUMP. (TANK #3 ONLY) SET EACH TURBINE INTAKE FOR GASOLINE TANKS AT 6" FROM BOTTOM, 3" FOR ADDITIVE TANK. INSTALL TURBINE INTAKE FILTER SCREENS ON EACH TURBINE. IDENTIFY WITH A BRASS LABEL THE DISPENSERS SERVED BY EACH PRODUCT PIPE WHERE IT PENETRATES THE TURBINE SUMP. CONTRACTOR TO LABEL TURBINES AND CONTROLLERS AS TO WHICH SIDE OF THE STATION THEY SERVE. GREEN CONTROLLER LIGHTS ARE TO GO OUT WHEN TURBINES ARE OFF OR LOSE POWER. TURBINES TO BE EQUIPPED WITH .1 GPH PRESSURE LINE LEAK DETECTION AND PLLD DETECTORS ARE TO BE TESTED FOR THE .1 GPH LEAK DETECTION PRIOR TO START UP. CONTRACTOR TO PROVIDE LEAK DETECTION TEST DATA AT THE TIME OF PUNCH LIST INSPECTION AND SHALL BE INCLUDED IN CLOSE OUT BINDER. 03 CONTRACTOR TO REMOVE ALL EXISTING 2" DOUBLE WALL FLEXIBLE PRODUCT PIPING. CONTRACTOR TO LEAVE 4" DUCTING IN PLACE UNLESS SPECIFIED ON SITE PLAN. CONTRACTOR TO REPLACE PRODUCT PIPING WITH NEW 2" DOUBLE WALL FLEXIBLE (OPW FLEXWORKS) GASOLINE SUPPLY LINES TO ALL DISPENSERS IN EXISTING OR NEW 4" DUCTING. CONTRACTOR TO CUT AND REMOVE EXISTING SECTIONS OF 4" DUCTING OUTSIDE OF THE EXISTING TANK FIELD (CONTRACTOR TO FIELD VERIFY EXACT LOCATION) THAT WAS ROUTED TO FIRST ROW OF DISPENSERS. CONTRACTOR TO INTERCEPT EXISTING 4" DUCT WITH NEW AND ROUTE TO NEW PIPING TRANSITION SUMP ADJACENT TO DISPENSER 1 /2. CONTRACTOR TO ROUTE NEW 2" PRODUCT PIPING INSIDE NEW 4" DUCT FROM PIPING TRANSITION SUMP TO NEW DISPENSERS AS SHOWN ON SITE PLAN. CONTRACTOR TO ROUTE NEW 2" PRODUCT PIPING INSIDE NEW 4" DUCT FROM PIPING TRANSITION SUMP TO FIRST ROW OF EXISTING DISPENSERS AS SHOWN ON SITE PLAWTHE NEW 2" PRODUCT PIPING WILL BE FEED THROUGH THE EXISTING 4" DUCT TO THE REMAINING EXISTING DISPENSERS AS SHOWN ON PLAN. ALL NEW PIPING SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. PIPING SHALL BE INSTALLED WITH A SLOPE OF 1 /8" PER FOOT MINIMUM FROM THE FIRST SET OF DISPENSER SUMPS DOWN TO THE TURBINE SUMPS. CONTRACTOR TO INSTALL TRACER WIRE WITH PRODUCT PIPING. TESTING OF PRODUCT LINES SHALL BE PERFORMED PRIOR TO BACKFILL, PRIOR TO PAVING AND BEFORE FACILITY OPERATION. ® CONTRACTOR TO INTERCEPT EXISTING VAPOR PIPING (CONTRACTOR TO FIELD VERIFY EXACT LOCATION) AND INSTALL NEW 4" OVER 3" DOUBLE WALL FIBERGLASS (N.O.V. RED THREAD) STAGE II VAPOR RECOVERY HEADER FOR VAC ASSISTED VAPOR RECOVERY SYSTEM. SLOPE 1/8" PER FOOT MINIMUM TO TANKS. INSTALL 3" OVER 2" REDUCING TEES WHERE HEADERS BRANCH TO DISPENSERS. CONTRACTOR TO INSTALL TRACER WIRE WITH VAPOR PIPING. TESTING OF VAPOR LINES SHALL BE PERFORMED PRIOR TO BACKFILL, PRIOR TO PAVING AND BEFORE STATION OPERATION. SUMP PENETRATION SHALL BE ON LONG SIDE OF DISPENSER SUMP. �5 CONTRACTOR TO REMOVE EXISTING EQUIPMENT ENCLOSURE BUILDING AND INSTALL NEW AT LOCATION SHOWN ON PLAN. CONTRACTOR YO INSTALL "VEEDER ROOT" TANK AND LINE ALARM CONTROL PANEL MODEL # TLS-450PLUS IN NEW EQUIPMENT ENCLOSURE BUILDING. SEE ELECTRICAL DRAWINGS FOR EXACT LOCATION. © EIGHT (8) EXISTING 2 PRODUCT "GILBARCO ENCORE 70OS", SINGLE HOSE PER SIDE, MULTI -PRODUCT DISPENSERS DISPENSERS TO REMAIN, CONTRACTOR TO INSTALL FOUR (4) ADDITIONAL 2 PRODUCT "GILBARCO ENCORE 70OS", SINGLE HOSE PER SIDE, MULTI -PRODUCT DISPENSERS DISPENSERS TO BE FITTED WITH STANDARD HOSES AND NOZZLES, BREAKAWAY VALVES AND UNDER DISPENSER CONTAINMENT INCLUDING PRODUCT SHEAR VALVES, MONITORING SENSORS AND AUTOMATIC SNUFFERS. SEE SHEET T7-1 FOR TYPICAL INSTALLATION DETAILS. START UP BY COSTCO REPRESENTATIVE. GENERAL CONTRACTOR TO PURGE LINES THROUGH EACH HOSE/NOZZLE. START PURGE OPERATION THROUGH SHEAR VALVE WITH 500 GALLON PURGE, AND THEN CONTINUE THROUGH EACH METER/NOZZLE WITH 50 GALLON PURGE. ANY AIR POCKETS OR START UP PROBLEMS DUE TO IMPROPER INSTALLATION OR INCORRECT WIRING THAT DESTROYS ELECTRONICS WILL BE BILLED BACK TO THE CONTRACTOR. AFTER PURGING THE PRODUCT LINES OF AIR, CONTRACTOR IS TO REPLACE THE FACTORY INSTALLED GASOLINE FILTERS WITH THE COSTCO SUPPLIED FILTERS. (:D ALL NEW PIPING AND TANKS TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS. CONTRACTOR SHALL USE FLEXIBLE CONNECTORS FROM THE TANK SUMPS TO THE VAPOR RECOVERY MANIFOLD. THERE SHALL BE A MINIMUM FOR 4 FEET OF PIPING RUN PRIOR TO PENETRATION INTO ANY SUMP OR CHANGE OF DIRECTION OF MORE THAN 30 DEGREES PER MANUFACTURERS INSTALLATION REQUIREMENTS. ® INSTALL MANHOLE ACCESS COVER & CONTAINMENT SUMP FOR NEW DISPENSERS CONNECTION. INSTALL THREE (3) 2" DOUBLE WALL FLEXIBLE (OPW FLEXWORKS) GASOLINE SUPPLY LINES FROM EXPANSION SUMP IN 4" DUCTING TO NEW DISPENSERS. INSTALL TEST PORTS, SUMP SENSOR, BALL VALVE FITTING WITH BLEEDER WITHIN SUMP. COMPLIANCE NOTES COMPLIANCE NOTES ARE LOCATED ON SHEET T2-1. Call Toll Free 1 (800) 424-5555 TWO WORKING DAYS BEFORE YOU DIG 2 T 0 4 cf) co 0 O a Q 00 J x U Z W � Q LL CL w Q 0 Z w Q Q a� J `�LLJI O w Z O ~ J Cl) a Q QLLJ Q _ 0 CL U w 0 W Z 0 Q w U u5 III W H o O o U m m C 0 U- W N QW 0 OD O 0 Q 1:w O J Q U0)0 Q 0 0 E,S, VP� 0l �F W A 5,/// 54947 p S'6NA L E� v c N Q U Q O U C Z a> Z (n 0 � � � � N 0 0 0 m N d O 0 0 0 0 0 Q O V O Z3 t .� ( LLB fV � M C 000N �G)C4 Q Qq C N L\ Ln L-0 _�s N m M O a) N W U r Y �,t I- Q) Z s H 0 MATERIAL LIST AT TANKS ITEM QTY. DESCRIPTION MANUFACTURER 28 1 PIPING TRANSITION SUMP "BRAVO" MODEL NO. B-834 29 1 39" DIA. ROUND MANHOLE, WATER TIGHT GASKET. TRAFFIC RATED "OPW/POMECO" CONQUISTADOR MODEL NO. 39CD-RL10 (FOR PIPING TRANSITION SUMP) 30 BY 3/4" AND 1" RIGID CONDUIT, ELECTRICAL SEAL -OFF, ELECTRICAL JUNCTION BOX G.C. ELECTRICAL ITEMS EXPLOSION PROOF. BY G.C. ADVANCED PROTECTION E-COATED FINISHED SUBMERSIBLE VARIBLE SPEED TURBINE PUMP-2 H.P. W/O "FE a 6 PISTON LEAK DETECTION, WITH MAG SHELL, W/ MAGVFC CONTROL PANEL. 208/230V, WITH 26" RISER PETRO" MODEL NO. FE-ISTAPKMR3-26 N 38 0 ADVANCED PROTECTION E-COATED FINISHED SUBMERSIBLE VARIBLE SPEED TURBINE PUMP-4 H.P. W/O "FE PETRO" MODEL NO. FE-ISTAPKMRVS4-VL3-26 PISTON LEAK DETECTION, WITH MAG SHELL, W/ MAGVFC CONTROL PANEL. 208/230V, WITH 26" RISER w Z 40 6 INTAKE FILTER SCREEN, STAINLESS STEEL (PRE -INSTALLED ON TURBINE) "FE PETRO" MODEL NO. IFS m 41 0 PRESSURE LINE LEAK DETECTOR - .1 GPH (TURBINE SUMP) "VEEDER ROOT" MODEL NO. PLLD KIT 859080-001 3 HIGH PRESSURE 65 PSI CHECK VALVE (TURBINE SUMP) "FE PETRO" MODEL NO. 402459931 43 4 2"x18" FLEXIBLE CONNECTOR EZ-FIT X EZ-FIT (FILL, TURBINE, ADDITIVE SUMP „ „ OMEGA MODEL N0. UGF-SFNC-SFNC-FCO200-18 AND VENT RISERS) 62 7 2" BALL VALVE -FULL PORT (TURBINE SUMPS) "OMEGA" MODEL NO. UGF-0200-BVSF-316 72 9 1" CONDUIT ENTRY BOOT (DISPENSERS AND TRANSITION SUMPS) "BRAVO" MODEL NO. F-10-RR MATERIAL LIST AT DISPENSER ISLANDS ITEM QTY. DESCRIPTION MANUFACTURER = 85 4 2-PRODUCT DISPENSER 2 HOSE W/VAPOR VAC, W/ JUNCTION BOX "GILBARCO" ENCORE 700S SERIES OPTION, W/ CARD READER OPTIONS MODEL NO. ENC700-NG4 86 8 HUSKY VAC -ASSIST NOZZLE "HUSKY" MODEL NO. V34-6250 UNLEADED - RED 87 8 DOUBLE POPPET SHEAR VALVE, "OPW" MODEL NO. 1OBHMP-5830 1-1/2" M-NPT TOP STYLE, BOSS MOUNTED (COMBO BODY) 88 4 VAPOR LINE SHEAR VALVE. 1 F-NPT, BOSS MOUNTED "OPW" MODEL NO. 60 VSPC-1001 x1-1/2 89 8 14' FLEXSTEEL II VAPOR ASSIST. FUEL HOSE "� OD1 EEAR" MODEL NO. GY-168VA34SBE 3 ' 90 8 VACUUM ASSIST "RESNAP" FUEL HOSE BREAKAWAY "OPW" MODEL NO. 661SB-51 VALVE W/SWIVEL (VAPOR SEAL) 91 8 3/4" VACUUM ASSIST HOSE CLAMP "GOODYEAR" MODEL NO. HY8103 94 28 4"X2" BOLTED DUCTED ENTRY BOOT (DISPENSER AND TRANSITION SUMP) "OPW" MODEL NO. REF-4020 4"X2" RIGID ENTRY u EXTENDED DISPENSER SUMP "OPW FLEXWORKS" MODEL # DS-1836 W 95 4 FOR GILBARCO ENCORE 700S (CONDUITLESS VERSION) (CONTRACTOR TO PLUMB ALL FITTINGS) a N 96 12 PRODUCT STABILIZER BAR AND SHEAR VALVE MOUNTING PLATE PRE -INSTALLED "BRAVO" MODEL NO. BRKT-BOSS-8000 (PRODUCT) "BRAVO" VAPOR STABILIZER BAR AND SHEAR VALVE MOUNTING PLATE MODEL NO. BR-BKT-B2 (VAPOR) 97 5 50 CU. FT. SUMP FLAME ARRESTOR (DISPENSER AND PIPING TRANSITION SUMP) "OPW" MODEL NO. FSS-50 98 5 DISPENSER SUMP LIQUID SENSOR, NON -DISCRIMINATING, „ VEEDER-ROOT MODEL N0. 794380-323 POSITION SENSITIVE (DISPENSER AND TRANSITION SUMP) 99 12 1" DISPENSER PIPING U-BOLTS "ANS" MODEL NO. CS-1 UB 16 2" DISPENSER PIPING U-BOLTS "ANS" MODEL NO. CS-2UB 100 4 4'x11'x13" BOWTIE COSTCO SPEC. 12 Ga. GALVANNEALED "RIVERSIDE STEEL" MODEL NO. BTG041113AC 101 12 1-1/2"x15" FLEX CONNECTOR W/ 1-1/2" SF 90° ELBOW X 2" FRP GLUE X "OMEGA" MODEL NO. UGF-FC0150-2090FRP-M-15 1-1/2" NPT MALE (PRODUCT & VAPOR) 102 4 3" FLEXIBLE DOUBLE ENTRY BOOT "OPW FLEXWORKS" MODEL NO. REF-0300 103 12 3"x2" RUBBER TEST REDUCER "OPW FLEXWORKS" MODEL NO. TBA-3020 104 31 GEOFLEX/FLEXWORKS TEST TUBE 36" LG. (FOR DOUBLE WALL COUPLING) "OPW FLEXWORKS" MODEL # TTT-2536 105 24 4"x2" PIPE PENETRATION REPAIR FITTING (PRODUCT AT DISPENSERS) "ICON" MODEL #IRF SERIES 106 8 CONDUIT PENETRATION REPAIR FITTING (DISPENSERS) "ICON" MODEL #IRF SERIES 107 8 3" PENETRATION REPAIR FITTING (VAPOR AT DISPENSERS) "ICON" MODEL #IRF SERIES 108 6 2" FLEX SERIES REPAIR PENETRATION FITTING (@ TURBINE SUMP) "BRAVO" MODEL NO. FLX-2.5- RETROFIT- S 5 3/4" CONDUIT SPLIT RETROFIT RIGID REPAIR ENTRY FITTING (TURBINE) "BRAVO" INR SERIES MODEL NO. RF-07-01-U 109 4 1" CONDUIT SPLIT RETROFIT RIGID REPAIR ENTRY FITTING (TURBINE) "BRAVO" INR SERIES MODEL NO. RF-10-01-U PIPING MATERIAL LIST NOTE: PIPING QUANTITIES ARE APPROXIMATE BASED ON SITE SPECIFIC TAKEOFF PLUS 10%. ADDITIONAL PIPING MAY BE REQUIRED AND SHALL BE PROVIDED BY THE CONTRACTOR. NOTE: FITTING QUANTITIES ARE APPROXIMATE BASED ON MINIMUM REQUIREMENTS. ADDITIONAL SIMILAR FRP FITTING TYPES MAY BE REQUIRED AND SHALL BE PROVIDED BY THE CONTRACTOR. ITEM QTY. DESCRIPTION MANUFACTURER 110 90' 2" (PRIMARY) FIBERGLASS PIPE, 22'-25' LENGTH & GLUE KITS "N.O.V. RED THREAD" MODEL #011020-069-2 112 11 2" 90 DEGREE ELBOW (PRIMARY) "N.O.V. RED THREAD" MODEL #012020-360-4 116 100' 3" (PRIMARY) FIBERGLASS PIPE, 22'-25' LENGTH & GLUE KITS "N.O.V. RED THREAD" MODEL #011030-069-2 90' 3" (SECONDARY) FIBERGLASS PIPE, 22'-25' LENGTH & GLUE KITS "N.O.V. RED THREAD" MODEL 011030-069-5 120 4 3" TEE (PRIMARY) "N.O.V. RED THREAD" MODEL #120030-410-4 Z a 014 5 3" 90 DEGREE ELBOW (SECONDARY) "N.O.V. RED THREAD" MODEL #012030-360-3 IL 125 100' 4" (SECONDARY) FIBERGLASS PIPE, 22'-25' LENGTH & GLUE KITS "N.O.V. RED THREAD" MODEL #011040-069-5 129 4 4" TEE (SECONDARY) "N.O.V. RED THREAD" MODEL #120040-411-3 131 4 3"x2" REDUCER BUSHING (PRIMARY) (VAPOR) (1 PER DISPENSER) "N.O.V. RED THREAD" MODEL #012030-231-4 13 4 4"x3" CONCENTRIC REDUCER (SECONDARY) (VAPOR) (1 PER DISPENSER) "N.O.V. RED THREAD" MODEL #012040-238-3 133 1,250' 2" DOUBLE WALL FLEX PIPE - 700' ROLL "OPW" MODEL NO. C20A 134 675' 4" PIPE DUCTING - 250' ROLL "OPW" MODEL NO. AXP40 135 57 2" SWIVEL PIPE COUPLING FITTING (TURBINES, TRANSITION SUMP, DISPENSERS) "OPW" MODEL NO. DPC-2200A 13 17 2"X2"X1-1/2" NPT GEOFLEX/FLEXWORKS SWIVEL TEE FITTING "OPW FLEXWORKS" MODEL NO. STF-2215 138 7 2"X1-1/2" NPT GEOFLEX/FLEXWORKS SWIVEL ELBOW FITTING "OPW FLEXWORKS" MODEL NO. SRE-2015 w cn O U Z Lu W J J H Z U a Z U ITEM I QTY. DESCRIPTION MANUFACTURER 145 EMERGENCY SHUT OFF SWITCH, PUSH BUTTON, NORMALLY OPEN, MOMENTARY "POWERBOX" EM-01 1 CONTACT WITH BOX AND COVER (NEMA 3R REQ'D OUTDOORS). 147 NOT USED 148 NOT USED 1 TLS-450PLUS ENVIRONMENTAL & INVENTORY MANAGEMENT "VEEDER-ROOT" MODEL NO. 860091-301 149 SYSTEM WITH INTEGRAL PRINTER WITH MODEL NO. TLS-XB EXPANSION BOX 150 1 OVERFILL ALARM WITH HORN/STROBE 120VAC "VEEDER-ROOT" MODEL NO. 790091-001 1 & ACKNOWLEDGMENT SWITCH "VEEDER-ROOT" MODEL NO. 790095-001 ADDITIVE CONTROLLER, INCLUDES METER, PULSER, FLOW CONTROLLER & IS "TOTAL METER SERVICES, INC." MODEL NO. AIS-S-08-13 151 1 BARRIERS - TMS SYSTEM 7'-4"x17'-O" PREFABRICATED CONTROLLER ENCLOSURE w/(1) DUAL INSUL. SAFETY GLASS WINDOW WITH 12.5 WATT LED RECESSED CAN LIGHT FIXTURES (MISTSUBISHI PUZ-A18NA7/PLA-A18EA7, MAC-640BH-U, "MITSUBISHI" "B.I.G.ENTERPRISES INC." OR APPROVED EQUAL. =152 1 QSMS2401MAC, DISCONNECT 30 AMP, MITSUBISHI THERMOSTAT, WALL RECESS "BERKO" VFK404, "SIEMENS" MODEL NO. WF2030 MOUNTED UNIT. 3000 WATTS STEEL -SHEATHED PLATE FINNED ELEMENT HEATER SHALL INCLUDE A MANUAL RESET THERMAL OVERLOAD PROTECTOR AND A FAN DELAY, AC UNIT SNOW SHIELD 153 NOT USED 154 1 PETRO POWER CENTER "POWER BOX SOLUTIONS" MODEL COSTCO 400AMP j 155 1 UNINTERRUPTIBLE POWER SUPPLY 3.0 KVA w/ UNINTERRUPTIBLE POWER SUPPLY "LIEBERT" BYPASS SWITCH WITH NETWORK INTERFACE CARD MODEL GXT3 156 BY2 G.C. QUAD RECEPTACLE (WHITE), GENERAL PURPOSE 20 AMP 125V GROUNDING HARD "BRYANT ELECTRIC INC." OR EQUAL WIRED 157 NOT USED 158 1 911 PHONE AND RINGER "VIKING" MODEL NO. E-1600-0313" 159 BY QUAD RECEPTACLE (ORANGE), FACE PLATE & BOX 20 AMP 125V GROUNDING "BRYANT ELECTRIC INC." OR EQUAL 3G•C• I.G. HARD WIRED 160 1 ADDITIVE CONTROLLER "FE PETRO" FE-STP-CBS 161 6 TURBINE CONTROLLER "FE PETRO" MAGVFC 162 BY G.C. DUAL RECEPTACLE (WHITE), GENERAL PURPOSE "BRYANT ELECTRIC INC." OR EQUAL 20 AMP 125V GROUNDING HARD WIRED 163 NOT USED 164 BY G.C. DUAL RECEPTACLE (ORANGE), FACE PLATE & BOX "BRYANT ELECTRIC INC." OR EQUAL 20 AMP 125V GROUNDING (FOR U.P.S. SERVICE) 165 1 INTERMEDIATE DISTRIBUTION FACILITY (IDF) LOCKABLE RACK (FOR PHONE/FIBER TERM.) "MIDDLE ATLANTIC PRODUCTS" MODEL NO. VWM-DP-4216-WH 166 1 AC DISCONNECT 30 AMP "SIEMENS" MODEL NO. WF2030 400 AMP ELECTRICAL TRANSFER SWITCH, WITH 2-BREAKERS MECHANICAL INTERLOCK AND „ 1 67 1 ESL MODEL N0. SFD4-400C-400C-208-311-S-C-3042-10V CAM -STYLE CONNECTION FOR PORTABLE GENERATOR, IN NEMA-3R ENCLOSURE 168 1 DATA DISCONNECT DEVICE BETWEEN BATCH CONTROLLER & SOLENOID VALVES. "POWER INTEGRITY" MODEL NO. DDS-3V24 169 1 400 AMP DISCONNECT SWITCH, FUSIBLE, HEAVY DUTY, NEMA 3R "SQUARE-D" MODEL NO. H325NR OR EQUAL 170 1 WEATHERPROOF SPST DISCONNECT SWITCH "COOPER WIRING DEVICES" OR EQUAL CANOPY LIGHTING AND MISCELLANEOUS EQUIPMENT ITEM QTY. DESCRIPTION MANUFACTURER 173 NOT USED 175 12 LINEAR LED CANOPY FASCIA LIGHT WEATHERPROOF UNITS APPROVED FOR WET LOCATION, POSITION HORIZONTALLY FROM TOP OF FASCIA. ADJUST FOR "CREE" MODEL NO. MODEL NO. LFL-3-DO-UL-WH UNIFORM LIGHT DISTRIBUTION ON FASCIA. (3 PER SIGN) 176 33 96W LED SYMMETRIC AMBIENT CANOPY LIGHT FIXTURE "CREE" MODEL NO. CPY250-B-DM-F-B-UL-WH-57K DIGITAL VIDEO SERVER RECORDER 16-CHANNEL (INSTALLED AT EDP ROOM AREA = 177 1 BY CAMERA CONTRACTOR) AS SPECIFIED BY OWNER 178 BY G.C. 1 17X3OX18 PLASTIC IN -GROUND PULLBOX OR "OLDCASTLE" MODEL NO. 17301229 EQUA =179 O 4 COLOR VIDEO MONITORING CAMERA (TEMP RESISTANT FLEXI-DOME DAY/NIGHT SURFACE AXIS M31-VE NETWORK CAMERA SERIES MOUNTED) (INSTALLED AT CANOPY AREA BY OWNER'S CAMERA CONTRACTOR) MISCELLANEOUS SITE SPECIFIC EQUIPMENT ITEM QTY. DESCRIPTION MANUFACTURER 200 73 2" EZ-FIT CLAMP W/ EZ-FIT VITON SEAL "OMEGA" MODEL NO. UGF-13MHHM200 / UGF-40MP-SFY200 0 3" EZ-FIT CLAMP W/ EZ-FIT VITON SEAL "OMEGA" MODEL NO. UGF-13MHHM300 / UGF-40MP-SFY300 201 13 2" EZ-FIT 90 DEGREE ELBOW "OMEGA" MODEL NO. UGF-B2CMP-R200 0 3" EZ-FIT 90 DEGREE ELBOW "OMEGA" MODEL NO. UGF-B2CMP-0300 ZH 202 4 2" EZ-FIT TEE FITTING "OMEGA" MODEL NO. UGF-B7MP-G200 t` 20 21 2" EZ-FIT X MALE HEX ADAPTER "OMEGA" MODEL NO. UGF-21 MP-R200 ~ 0 3" EZ-FIT X MALE HEX ADAPTER "OMEGA" MODEL NO. UGF-21 MP-R300 LL W 04 2 2" EZ-FIT X FEMALE GLUE PIPE FOR FIBERGLASS PIPING "OMEGA" MODEL NO. UGF-0200-SF-FRP 0 3" EZ-FIT X FEMALE GLUE PIPE FOR FIBERGLASS PIPING "OMEGA" MODEL NO. UGF-0300-SF-FRP 205 6 2" EZ-FIT X FEMALE NPT ADAPTER "OMEGA" MODEL NO. UGF-22MP-R200 0 3" EZ-FIT X FEMALE NPT ADAPTER "OMEGA" MODEL NO. UGF-22MP-R300 206 6 2" EZ-FIT X EZ-FIT ADAPTER "OMEGA" MODEL NO. UGF-0200-SF-COUP COMPLIANCE NOTES 1. ARCHITECTURAL AND CIVIL DRAWINGS SHALL TAKE PRECEDENCE FOR REFERENCING ALL DIMENSIONS, PROPERTY LINES, ELEVATIONS AND EQUIPMENT LOCATIONS. 2. ALL DIMENSIONS AND CONDITIONS SHALL BE CHECKED AND VERIFIED IN THE FIELD BEFORE STARTING ANY WORK. ANY DISCREPANCY SHALL BE CALLED TO THE ATTENTION OF THE OWNERS ENGINEER FOR DECISION BEFORE PROCEEDING WITH THE WORK. 3. GENERAL CONTRACTOR SHALL OBTAIN NECESSARY PERMIT FROM APPLICABLE AGENCIES FOR EXCAVATIONS OF TRENCHES 5'-0" OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND. 4. AN UNAUTHORIZED RELEASE RESPONSE PLAN MUST BE SUBMITTED AND APPROVED BY GOVERNING AGENCY PRIOR TO TANK OPERATIONS. 5. ALL MATERIALS SHALL BE COMPATIBLE WITH USE FOR THE INTENDED PURPOSE AS PER NATIONALLY RECOGNIZED CODES, LOCAL CODES AND GOVERNING AUTHORITIES. 6. THE UNDERGROUND STORAGE TANK SYSTEM SHALL BE COMPATIBLE WITH THE PRODUCT STORED. 7. ALL MONITORING DEVICES SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 8. GENERAL CONTRACTOR IS REQUIRED TO PROVIDE 72 HOUR (TYPICAL) NOTIFICATION TO GOVERNING AGENCY PRIOR TO TANK INSTALLATION. 9. TANK AND PIPING SYSTEM TO BE INSPECTED BY OWNER'S FUEL FACILITY INSTALLATION OVERSIGHT AGENT & GOVERNING AGENCY AT FOUR (4) SEPARATE CONSTRUCTION PHASES (SEE SPECIFICATIONS): A. TANK AIR TEST BEFORE SETTING IN HOLE AND SOAP TESTED IN ACCORDANCE WITH MANUFACTURER'S GUIDELINES. B. TANKS AND PRIMARY PIPING HYDROSTATICALLY OR PNEUMATICALLY TESTED IN ACCORDANCE WITH MANUFACTURER'S GUIDELINES AND INSPECTION OF ALL SECONDARY CONTAINMENT, INCLUDING TESTING, IN ACCORDANCE WITH MANUFACTURER'S GUIDELINES. C. FINAL INSPECTION INCLUDING ALL PORTIONS OF THE LEAK DETECTION SYSTEM. D. 30-DAY POST CONSTRUCTION INSPECTION (G.C. AND FUEL FACILITY INSTALLATION OVERSIGHT AGENT ONLY) 10. ALL TANK SUMPS AND UNDER DISPENSER CONTAINMENT SUMPS SHALL BE HYDROSTATICALLY TESTED (LAKE TEST) WITH LIQUID TO TOP OF SUMPS FOR A PERIOD OF 24 HOURS TO INSURE THAT THE SUMPS ARE WATERTIGHT PER CODE. LAKE TEST TO COMMENCE DAY PRIOR TO THIRD PARTY INSPECTOR BEING ON SITE FOR PIPING INSPECTION. THIRD PARTY INSPECTOR TAKES PHOTOS AND RECORDS RESULTS OF TEST. G.C. TO RECORD BY PHOTO THE TEST RESULTS AND SUBMIT TO ARCHITECT PROJECT MANAGER. 11. TANK SYSTEM, LEAK DETECTORS AND MONITORING SYSTEM INTEGRITY TESTS FORWARDED AND APPROVED BY GOVERNING AGENCY PRIOR TO TANK SYSTEM BEING PLACED IN OPERATION. 12. PRIOR TO FIRST FILL, FUEL FACILITY MUST HAVE VEEDER ROOT FUNCTIONAL WITH MONITORING ANNULAR SPACES OF TANK AND DISPENSER SUMPS CONFIRMED AND COMMUNICATIONS ESTABLISHED WITH THE 24-7 MONITORING COMPANY. 13. PAYMENT OF ALL APPLICABLE UST OPERATING FEES SHALL BE SUBMITTED TO THE GOVERNING JURISDICTION WITHIN 30 DAYS OF THE FINAL INSPECTION. 14. EVIDENCE OF FINANCIAL RESPONSIBILITY SHALL BE SUBMITTED TO GOVERNING AGENCY (BY OWNER). 15. TURBINE SUMPS SHALL BE EQUIPPED WITH NON -DISCRIMINATING LIQUID LEAK SENSORS AND WIRED FOR TURBINE SHUTDOWN. FILL/VR SUMPS SHALL BE EQUIPPED WITH NON -DISCRIMINATING LIQUID LEAK SENSORS AND WIRED FOR AUDIBLE ALARM. 16. MEASUREMENTS OF BRINE LEVELS SHALL BE TAKEN BY G.C. AND WITNESSED BY OWNERS FUEL FACILITY INSTALLATION OVERSIGHT AGENT DURING THREE SEPARATE VISITS TO SITE AND PRIOR TO FUELING OPERATIONS. REFER TO TANK MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR REQUIREMENTS. 17. PRECISION LEAK TEST - A TEST OR EQUIPMENT, CERTIFIED TO A ULC STANDARD, THAT IS CAPABLE OF DETECTING A LEAK A SMALL AS 0.38 L/h WITH A PROBABILITY OF FALSE ALARM OF 0.05 OR LESS. THE INTEGRITY TEST METHOD OR DEVICE SHALL TEST THE ENTIRE TANK AND BE THIRD PARTY CERTIFIED TO MEET REQUIRED PERFORMANCE STANDARDS PER ALBERTA FIRE CODE. THE INTEGRITY OF THE TANK SHALL BE CONFIRMED PRIOR TO PLACING THE TANK INTO SERVICE. 18. CONTRACTOR AND OWNER'S REGULATORY COMPLIANCE TESTING AGENT TO ASSURE THAT ALL TESTING IS PERFORMED IN ACCORDANCE WITH SECTION 11149 OF THE PROJECT SPECIFICATIONS. 19. AT LEAST ONE PORTABLE FIRE EXTINGUISHER HAVING A RATING OF 80-B: C SHALL BE PROVIDED IN THE VICINITY OF PUMPS AND ANCILLARY EQUIPMENT USED FOR THE THE TRANSFER OF FLAMMABLE LIQUIDS OR COMBUSTIBLE LIQUIDS. AT LEAST 2 PORTABLE EXTINGUISHERS HAVING A RATING OF NOT LESS THAN 40-B: C SHALL BE PROVIDED AT DISPENSING ISLANDS. 20. SIGNS IN CONFORMANCE WITH IFC/AUTHORITY HAVING JURISDICTION FIRE CODE SECTION 4.6.8.8 SHALL BE PROVIDED AT EACH DISPENSING LOCATION, BY OWNER. NOTE: • THIS MATERIALS EQUIPMENT SCHEDULE IS NOT A COMPLETE LIST OF MATERIALS. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND INSTALLING ALL MISCELLANEOUS EQUIPMENT, FITTINGS, MATERIALS AND DEVICES NECESSARY TO PROVIDE A COMPLETE AND OPERABLE SYSTEM. INDICATES MATERIAL SUPPLIED BY OWNER. ALL ffEMS SUPPLIED BY OWNER ARE SUPPLIED THROUGH ANS DISTRIBUTING. CALL (602 278-3000) TO COORDINATE MATERIALS DELIVERY SCHEDULE WrrH ANS AND VERIFY EQUIPMENT COUNTS (72 HOUR NOTIFICATION REQUIRED). CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT ALL EQUIPMENT IS ACCOUNTED FOR AND ARRIVES AT SITE IN UNDAMAGED CONDMON (48 HOUR TIME LIMIT). AFTER THIS 48 HOUR LIMIT THE CONTRACTOR IS RESPONSIBLE FOR SUPPLYING THE EXACT PART(S) THAT IS(ARE) EITHER MISSING OR DAMAGED! INDICATES MATERIAL SUPPLIED BY OWNER THROUGH EQUIPMENT AND MANUFACTURER DIRECT PURCHASING. CONTACT COSTCO WHOLESALE PURCHASING DEPT. (425) 313-6753 TO COORDINATE MATERIALS DELIVERY SCHEDULE OF ALL OWNER DIRECT PURCHASE ffEMS. UNLESS OTHERWISE NOTED, ALL OTHER EQUIPMENT IS SUPPLIED AND INSTALLED BY CONTRACTOR. w w J w o' w cl- z 0 I I 0 n Q L LL J O QQ o80 J_ � 0) U w Q H a LL Q Q w aJ 3:O Z H EL Z J a) Z U w 0 O Q Z wLLLL0 Z O Q o O � � U w N QW p OD O 0 Q 2w� O J Q U0)0 O U E,S, P l VP� OF W A Sy •� 54947 p NA L E� v c of Q U Q 0 c Z a> Z N 0 > > > o N O O 0 m N d Y o i N O d 0 0 U Q 0 V E V � � t .� LLB fV � M Q CO r4 Q Qq _ N Ln 36- L-0 -IS" m M O a) N W U r Y �,t W Q) A T °' N s F_ I " RIGID CONDUIT = J H O REMOVE EXISTING 2 H.P. REMOVE EXISTING 2 H.P. SEAL OFF REMOVE EXISTING 2 H.P. TURBINE PUMP AND PLLD Q 0 EXPLOSION PROOF TURBINE PUMP AND PLLD TURBINE PUMP AND PLLD EXPLOSION PROOF PRESSURE LINE W CO CV)JUNCTION BOX (TYP.) JUNCTION BOX (TYP.) LEAK DETECTOR Co 0 O O REMOVE EXISTING DUCT SEAL REMOVE EXISTING DUCT SEAL EXPLOSION PROOF SUMP FLAME ARRESTOR o Z Q 0 J PENETRATION (TYP. OF 2) ,z, ,,, PENETRATION (TYP. OF 2) '®1 JUNCTION BOX, REMOVE EXISTING DUCT :> 0 Q U EXISTING CAPPED AND ABANDONED ° s®' °,f EXISTING CAPPED AND ABANDONED TANK LEVEL ° SEAL PENETRATION (TYP.) of - 2" PRODUCT MANIFOLD PIPING 0 0 2" PRODUCT MANIFOLD PIPING PROBE o o ° 0 REMOVE EXISTING 2" W J W ILL „ NSIDE 4 GEODUCT TO REMAIN (0\0 INSIDE 4 GEODUCT TO REMAIN *70 30" MANWAY PRODUCT PIPING INSIDE 4" Z J Z_ 4" GEODUCT ENTRY BOOT 0 4" GEODUCT ENTRY BOOT EXISTING 2" INSIDE 3" ° ° GEODUCT TO DISPENSERS. Q Q W J (TYP. OF 2) 0 EXISTING 2 INSIDE 3 0 SUMP SENSOR SUMP SENSOR ° / 0 (TYP. OF 2) EXISTING 2 INSIDE 3 DOUBLE WALL FIBERGLASS 0 0 DUCT TO REMAIN. J LLJ a W Q a DOUBLE WALL FIBERGLASS . )Of 0 0 IO . DOUBLE WALL FIBERGLASS VAPOR RETURN LINE FROM SUMP SENSOR � ® I ° Z — Z Q Q Q PERMEATOR TO REMAIN PIPING TO REMAIN _ REMOVE EXISTING 2 REMOVE EXISTING 2 1 \ _ PIPING TO REMAIN 4" GEODUCT ENTRY BOOT � Z = W DISASSEMBLE EXISTING SCR D, 150# M.I., SCR D, 150� M.I., DISASSEMBLE EXISTING REMOVE EXISTING 2 ° (TYP. OF 2) Q Z U C)0 SIPHON FITTING COMPONENTS ° 0 BLACK FITTINGS (TYP.) BLACK FITTINGS (TYP.) 0 o SIPHON FITTING COMPONENTS BALL VALVE (TYP. OF 2) 0 o CD , 0. W U ® �0 30" MANWAY 30" MANWAY 0 ® 48" FIBERGLASS 0 REMOVE EXISTING 2 Q W O U_ REMOVE EXISTING _ ° ° ° — REMOVE EXISTING ° CONTAINMENT SUMP o PRODUCT PIPING INSIDE 4 0 TESTING TUBE o 48 FIBERGLASS 48 FIBERGLASS 0 TESTING TUBE o GEODUCT TO DISPENSERS. Z CONTAINMENT SUMP CONTAINMENT SUMP 2 NIPPLE SCH. 40 CARBON DUCT TO REMAIN. o ,, Q 3 C'7 U REMOVE EXISTING 2" I EXISTING 1 " CONDUIT EXISTING 1 " CONDUIT I REMOVE EXISTING 2" STEEL, BLACK (TYP.) M REMOVE EXISTING TEST BOOT (TYP.)CD °° PRODUCT PIPING INSIDE 4" PENETRATION PENETRATION PRODUCT PIPING INSIDE 4" GEODUCT TO DISPENSERS '�' � C- GEODUCT TO DISPENSERS � 3/4" FLEXIBLE ENTRY BOOT w REMOVE TESTING TUBE (TYP.) o Qj 1 RIGID CONDUIT `/' 1 RIGID CONDUIT `/' (TYP. OF 3) REMOVE EXISTING TEST BOOT REMOVE EXISTING TEST BOOT ~ J I J I J I J REMOVE EXISTING 2 H.P. J REMOVE EXISITNG 2" SWIVEL PIPE � Z REMOVE EXISTING TANK REMOVE EXISTING SUMP REMOVE EXISTING SUMP LL_ REMOVE EXISTING TANK TURBINE PUMP AND PLLD COUPLING (TYP. OF 3) LEVEL PROBE o FLAME ARRESTOR FLAME ARRESTOR 0 LEVEL PROBE 0 EXISTING 1 " CONDUIT REMOVE EXISTING 2"x2" SWIVEL PIPE PENETRATION ADAPTER (TYP. OF 2) I" RIGID CONDUIT A Sump Plan View a 30K Regular Unleaded Tank #1 B Sump Plan View 30K Regular Unleaded Tank #2 c Sump Plan View 30K Premium Unleaded Tank #3 TV SCALE: 1 "=1'-0" (ExistingCondition) TV SCALE: 1"=1'-0" (ExistingCondition) TV SCALE: 1"=1'-0" (ExistingCondition) EXISTING XPLOSION PROOF EXISTING XPLOSION PROOF JUNCTION BOX JUNCTION BOX NEW 2 HP VARIABLE SPEED TURBINE PUMP.O NEW 2 HIP SPEEDBLE 41 40 38 NEW 2 HIP A BLE D 38 40 41 REINSTALL EXISTING 1 GPH PLLD 38 40 REINSTALL EXISTING TANK LEVEL TURBINE PUMP. REINSTALL TURBINE PUMP . REINSTALL REINSTALL EXISTING TANK LEVEL PROBE ON _ PROBE ON CENTER BUNG PORT EXISTING .1 GPH PLLD EXISTING .1 GPH PLLD CENTER BUNG PORT EXISTINN 48 FIBERGLASS EXISTING SUMP FLAME ARRESTOR W J REINSTALL EXISTING FLAME ARRESTOR L 30" MANWAY 30" MANWAY REINSTALL EXISTING FLAME ARRESTOR CONTAINMENT SUMP I Q W N O NEW 2" PRODUCT PIPING 108 48" FIBERGLASS 48" FIBERGLASS 1 88 NEW 2" PRODUCT PIPING 135 2" DOUBLE WALL SWIVEL PIPE COUPLING (TYP.) (n W > DO 0) REPAIR PENETRATION FITTING CONTAINMENT SUMP CONTAINMENT SUMP REPAIR PENETRATION FITTING EXISTING 30" MANWAY J 0 EXISTING CAPPED AND ABANDONED NEW 2" EZ-FIT CLAMP W/ 200 NEW 2" EZ-FIT CLAMP W/ 200 EXISTING CAPPED AND ABANDONED 108 NEW 2" PRODUCT PIPING REPAIR PENETRATION FITTING 0 ]z 2" PRODUCT MANIFOLD PIPING o ®, � VITON SEAL (TYP.) VITON SEAL (TYP.) ,,,; .:.�1 0 2" PRODUCT MANIFOLD PIPING 2 x18 FLEXIBLE CONNECTOR ;,�N`t o 43 0 o W INSIDE 4" GEODUCT TO REMAIN o 62 NEW 2 BALL VALVE NEW 2 BALL VALVE 62 o INSIDE 4" GEODUCT TO REMAIN W/ EZ-FIT X EZ-FIT FLANGE o o NEW 2" D.W. FLEXIBLE PRODUCT O Q = Q „ 4 GEODUCT ENTRY BOOT 0 (TYP.) (TYP.) 0 4 GEODUCT ENTRY BOOT EXISTING EXPLOSION 133 J 0 0 0 o PROOF JUNCTION BOX o ;� o� o LINE INSIDE EXISTING 4 ACCESS V � 0D (TYP. OF 2) �� SUMP SENSOR SUMP SENSOR �� (TYP. OF 2) �°`J PIPE TO DISPENSERS (TYP.) 0)EXISTING Q 2" INSIDE 3" ° o 0 0 EXISTING 2" INSIDE 3" EXISTING 2" INSIDE 3" o o (f) 0 DOUBLE WALL FIBERGLASS DOUBLE WALL FIBERGLASS DOUBLE WALL FIBERGLASS EXISTING SUMP SENSOR 0 PIPING TO REMAIN ® 0 2" EZ-FIT X MALE 203 2" EZ-FIT X MALE 0 I 203 ® PIPING TO REMAIN ® 0 VAPOR RETURN LINE FROM 0 . � NEW 2 PRODUCT PIPING V 2 PRIMARY FRP ELBOW 112 HEX ADAPTER (TYP.) ° HEX ADAPTER (TYP.) 0 = - 112 2 PRIMARY FRP ELBOW PERMEATOR TO REMAIN °%. O 108 ° REPAIR PENETRATION FITTING 0 2 EZ-FIT 90 DEGREE 2 EZ-FIT 90 DEGREE of NEW 2 BALL VALVE (TYP.) 62 ° \ 2" EZ-FIT X FEMALE GLUE 201 ELBOW (TYP.) 201 ELBOW (TYP.) ° 2" EZ-FIT X FEMALE GLUE o 0 0 PIPE FOR FIBERGLASS PIPING 204 \ o o �� 2 EZ-FIT CLAMP W/ o 2 EZ-FIT CLAMP W/ 204 PIPE FOR FIBERGLASS PIPING /o - 0 �o NEW 2 EZ FIT CLAMP W/ �� VITON SEAL (TYP.) 200 ° „ NEW 2 D.W. FLEXIBLE PRODUCT 0 » 0 200 VITON SEAL (TYP.) 200 VITON SEAL (TYP.) 0 0 0 133 LINE INSIDE EXISTING 4 ACCESS 0 LL NEW 2 D.W. FLEXIBLE 133 PRODUCT LINE INSIDE 133 NEW 2 D.W. FLEXIBLE I PRODUCT LINE INSIDE NEW 2" EZ-FIT X I 205 PIPE TO DISPENSERS TYP. (TYP.) 205 NEW 2" EZ-FIT X NEW 2" EZ-FIT X 205 FEMALE NPT ADAPTER EXISTING 4" ACCESS PIPE FEMALE NPT ADAPTER FEMALE NPT ADAPTER EXISTING 4" ACCESS PIPE 203 2" EZ-FIT X MALE HEX ADAPTER TO DISPENSERS (TYP.) w NEW (1) 2 HP VARIABLE SPEED NEW (1) 2 HP VARIABLE SPEED w TO DISPENSERS (TYP.) �_ w NEW (1) 2 HP VARIABLE SPEED 38 40 NEW 2" PRODUCT PIPING 108 40 38 TURBINE W (NON -VENTED CHECK / 38 40 TURBINE W/ (NON -VENTED CHECK Cn NEW 2" PRODUCT PIPING 108 cn TURBINE W/ (NON -VENTED CHECK I � NEW 2" THREAD REPAIR PENETRATION FITTING 41 VALVE ON SLAVE PUMP) VALVE ON SLAVE PUMP) 41 I � REPAIR PENETRATION FITTING VALVE ON SLAVE PUMP) 41 136 ADAPTOR FITTING 2" DOUBLE WALL SWIVEL 135 0 0 135 2" DOUBLE WALL SWIVEL EXISTING 3/4" FLEXIBLE 62 NEW 2" BALL VALVE (TYP.) PIPE COUPLING (TYP.) 1 RIGID CONDUIT 1 RIGID CONDUIT PIPE COUPLING (TYP.) ENTRY BOOT 2"x18" FLEXIBLE CONNECTOR W/ 44 EXISTING I" CONDUIT EXISTING I" CONDUIT 44 2"x18" FLEXIBLE CONNECTOR W/ EXISTING I" CONDUIT EZ-FIT X EZ-FIT FLANGE PENETRATION PENETRATION EZ-FIT X EZ-FIT FLANGE PENETRATION NEW CONDUIT REPAIR NEW CONDUIT REPAIR PENETRATION FITTING (TYP.) 109 109 PENETRATION FITTING (TYP.) EXISTING I" RIGID CONDUIT ("-D�Sump Plan View 30K Regular Unleaded Tank #1 E Sump Plan View 30K Regular Unleaded Tank #2 F Sump Plan View 30K Premium Unleaded Tank #3 S p9� �V A S � pE W � c�° T3-1 SCALE: 1 "=1'-0" (Proposed Condition) T3-1 SCALE: 1"=1'-0" (Proposed Condition) TV SCALE: 1"=1'-0" (Proposed Condition)�� o 5494711 ,P p �� E ss DNA LT Sheet Notes 1. - PIPE & CONDUIT PENETRATIONS: EXISTING TURBINE EXISTING COMPOSITE EXISTING TURBINE EXISTING COMPOSITE ALL PENETRATIONS OF THE TANK SUMPS SHALL BE SEALED WITH DOUBLE BULKHEAD FITTINGS SHALL BE INSTALLED PERPENDICULAR o Q Q SUMP TOP HAT TURBINE ACCESS MANHOLE SUMP TOP HAT TURBINE ACCESS MANHOLE TO SUMP WALL TO ENSURE THE PROPER INSTALLATION OF ALL BULKHEAD FITTINGS AND RESULTANT WATER TIGHTNESS. ALL PIPING, o Z Z CONDUIT AND GROUNDS THAT PENETRATE THE SUMP SIDE WALLS MUST BE SEALED IN SUMPS. SUMPS SHALL BE HYDROSTATICALLY TESTED WITH STANDING WATER FOR A PERIOD OF 24 HOURS TO INSURE THAT THE SUMPS ARE WATERTIGHT. o 0 o o N a a a s a a a a s a 2. - PIPING TESTING: a4 a a o o a a ° a o o TESTING OF THE SECONDARY CONTAINMENT PIPING IS REQUIRED. THE CONTAINMENT TERMINATION FITTING IN THE SUMP IS TO BE INSTALLED WITH THE VALVE TURNED DOWN. AFTER TESTING THE VALVE IS TO BE OPENED TO ALLOW DRAINAGE OF THE SECONDARY C Y N PIPING TO THE SUMP MONITOR PROBE. a o 6"-12" CLEARANCE (TYP.) 6"-12" CLEARANCE (TYP.) 3. - SUMP SENSORS: EXPLOSION PROOF ELECTRICAL EXPLOSION PROOF ELECTRICAL SENSOR TO BE MOUNTED AT SIDE OF TANK WHERE PRODUCT PENETRATION INTO SUMP IS MADE AND BELOW LOWEST PENETRATION NEW 2 HP VARIABLE SPEED 38 JUNCTION BOX TO REMAIN NEW 2 HP VARIABLE SPEED 38 JUNCTION BOX TO REMAIN FITTING WITHIN SUMP AREA. MOUNT SENSOR FLUSH TO LOWEST POINT IN SUMP BOTTOM. ALL TANK SUMP SENSORS SHALL BE TURBINE PUMP REINSTALL TURBINE PUMP. REINSTALL NEW (1) 2 HP VARIABLE NON -DISCRIMINATING, POSITION SENSITIVE. v EXISTING (1) .1 GPH PLLD 40 NEW (1) 2 HP VARIABLE EXISTING (1) .1 GPH PLLD 40 40 38 SPEED TURBINE W / 4• - MANHOLE CROWNS: Vf C � „ NEW 2 EZ-FIT X MALE � 40 38 O SPEED TURBINE W/ NEW 2 EZ-FIT X MALE 42 (NON -VENTED CHECK ALL MANHOLE OPENINGS ON THE TANK SLAB SHALL BE INSTALLED WITH A 2" X 18" RUN CROWN OF CONCRETE TO PREVENT WATER HEX ADAPTER (TYP.) 203 42 (NON -VENTED CHECK HEX ADAPTER (TYP.) 203 VALVE ON SLAVE PUMP) INTRUSION INTO THE MANHOLE. - t 00 NEW 2" BALL VALVE (TYP.) 62 0 VALVE ON SLAVE PUMP) NEW 2" BALL VALVE (TYP.) 62 5. - U.G. CONDUIT: ALL U.G. CONDUIT TO TANK SUMPS SHALL BE ROBROY RIGID STEEL PVC COATED SCHEDULE 40 (NO SUBSTITUTIONS). CONDUIT ._ M TANK LEVEL PROBE �� 74 -EXISTING MINIMUM BURY DEPTH IS 24 PER CODE. ALL JUNCTION BOXES SHALL BE CLASS 1 DIV. 2 RATED. ALL ELECTRICAL CONDUIT IN LJ.I NEW 2" EZ-FIT X 205 RELOCATED AT CENTER BUNG PORT NEW 2 EZ-FIT X 205 FEMALE NPT ADAPTER EXISTING TANK LEVEL SUMPS SHALL INCLUDE A SEAL -OFF ENTERING AND LEAVING. SEAL -OFFS SHALL BE INSTALLED 6 MIN. ABOVE HIGHEST � M FEMALE NPT ADAPTER PROBE TO REMAIN PENETRATION IN SUMP. Vf C Q O pp N NEW 2" EZ-FIT 90 NEW 2 EZ-FIT X EZ-FIT ADAPTER (TYP•) 0 202 NEW 2" EZ-FIT TEE (TYP.) 6. - STAINLESS STEEL FITTINGS: C:206 or) Q 201 CONTRACTOR TO PROVIDE ALL MISCELLANEOUS NPT FITTINGS AND NIPPLES FOR CONNECTIONS TO TURBINES, SIPHON SYSTEM N " - 202 NEW 2 EZ FIT TEE (TYP.) DEGREE ELBOW (TYP.) NEW 2" EZ-FIT 90 j AND VAPOR RECOVERY SYSTEM. ALL STAINLESS STEEL FITTINGS SHALL BE MANUFACTURED BY "STANDARD PIPE PRODUCTS" Ln 201 DEGREE ELBOW (TYP.) 206 NEW 2 EZ-FIT X EZ-FIT OR EQUAL SPECIFICATIONS AS FOLLOWS: M C � N NEW 2" EZ-FIT CLAMP W/ NEW 2" EZ-FIT CLAMP W/ - ADAPTER (TYP.) DIMENSIONS MATERIAL THREAD PRESSURE RATING S.S. FITTINGS m U 00 Y 200 VITON SEAL (TYP.) - - - - - - - - - - EXISTING TANK TOP 200 VITON SEAL (TYP.) - - - - , - - - - - - EXISTING TANK TOP (TEES, ELBOWS) CLASS 150/PN 20 ASME B16.3 ASTM A-182 ASME B.1 20.1 ASME B16.3 S.S. UNIONS NEW 2"x18" FLEXIBLE EXISTING 48" FIBERGLASS NEW 2 x18 FLEXIBLE L� EXISTING 48" FIBERGLASS CLASS 150 /PN 20 ASME B16.39 ASTM A-182 ASME B.1 20.1 ASME B16.3 43 CONNECTOR W/ EZ-FIT CONTAINMENT SUMP TO REMAIN 43 CONNECTOR W/ EZ-FIT CONTAINMENT SUMP TO REMAIN S.S. PIPE MALE X EX FLANGE NEW TURBINE EXTENDS TO MALE X EX FLANGE NEW TURBINE EXTENDS TO CLASS 150/PN 20 ASTM A733 ASTM A-312 ASME B.1 20.1 ASME B16.3 WITHIN 6" OF BOTTOM OF TANK WITHIN 6" OF BOTTOM OF TANK EXISTING SUMP SENSOR IN HOLDER EXISTING SUMP SENSOR IN HOLDER 7. - CORROSION PROOF: ALL TURBINE PUMP HEADS TO HAVE ADVANCED CORROSION PROOF PROTECTION WITH E-COATED FINISH. ('G-N�Sump Section View a 30K Regular Unleaded Tank #1 - #2(-H- Sump Section View a 30K Regular Unleaded Tank #3 8• — TURBINE HEAD POSITIONING: O CONTRACTOR TO INSTALL DUAL TURBINE SUMP HEADS SO THAT GAUGE (ATG) REMOVAL. THEY ARE ORIENTED TO ALLOW CLEAR ACCESS FOR AUTOMATIC TANK o N O N T H T3-1 SCALE: 1 "=1 '-0" ' ' (Proposed Condition) T3-1 SCALE: 1 "=1 '-0" ' ' (Proposed Condition) X 0 0 N OR 01 Lk L (j) OPW FLEXWORKS 2" DOUBLE WALL rJ OPW FLEXWORKS 2" DOUBLE WALL 135 NEW OPW FLEXWORKS 2 SWIVEL PIPE COUPLING (TYP.) 135 Q 1: SWIVEL PIPE COUPLING (TYP.) 133 COAXIAL PRODUCT PIPING Illue— T z j z OPW VAPOR SHEAR VALVE 88 W OPW VAPOR SHEAR VALVE 88 o J o J 134 NEW OPW FLEXWORKS AXP40 Q ACCESS DUCT SIDE 2 OF Z CD MO w w NEW OPW FLEXWORKS DISPENSER O » NEW OPW FLEXWORKS 4 x2 DS-1836 EXTENDED DISPENSER SUMP TYP. 95 NEW SHEAR VALVE MOUNTING � Q Q Opp 0 J U SIDE 2 OF 94 DUCT ENTRY BOOT (TYP.) 96 BRACKET AND PLATE (TYP.) 0 J Q Q DISPENSER VEEDER—ROOT 794380-323 Q LL NEW OPW FLEXWORKS 95 NEW SHEAR VALVE MOUNTING 96 NON —DISCRIMINATING POSITION 98 NEW OPW FLEXWORKS Q W DS-1836 EXTENDED BRACKET AND PLATE (TYP.) SENSITIVE SUMP SENSOR IN 138 2 x1-1/2 ELBOW (TYP.) Z DISPENSER SUMP TYP. HOLDER. SENSOR MOUNTED w Z Q Q FLUSH TO BOTTOM O O XDNEW OPW FLEXWORKS J � 2"x2"x1 1/2 TEE 87 NEW OPW 1OBHMP-5830 Z Q Q VEEDER—ROOT 794380-323 98 DOUBLE POPPET SHEAR NON —DISCRIMINATING POSITION 0 NEW OPW 10BHMP-5830 87 3"X2" RUBBER TEST 103 VALVE (TYP.) � co = U W SENSITIVE SUMP SENSOR IN DOUBLE POPPET SHEAR REDUCER 0 0 O HOLDER. SENSOR MOUNTED VALVE (TYP.) NEW OPW FLEXWORKS 4%2" � a Z W W U FLUSH TO BOTTOM 94 DUCT ENTRY BOOT (TYP.) Q Q LL 3"X2" RUBBER TEST 103 SIDE 1 OF DISPENSER 3" PIPE PENETRATION > > w ti w 134 NEW OPW FLEXWORKS AXP40 o 3 p 0 REDUCER � z z ACCESS DUCT U �� 102 3 PIPE PENETRATION o L, Q z > J f� J w J 2" FIBERGLASS VAPOR NEW OPW FLEXWORKS 2" m m o Z W RETURN LINE INSIDE 3" 133 COAXIAL PRODUCT PIPING o 2" FIBERGLASS VAPOR 110 FIBERGLASS SECONDARY �_ U) RETURN LINE INSIDE 3" 116 - Z ~ FIBERGLASS SECONDARY New Sump Plan View Detail Two Product MPD Piping B New Sump Plan View Detail Two Product MPD Piping Not Used A C T4-1 NOT TO SCALE T4-1 SCALE: 1 "=1 '—O" ( New Dispenser 1/2 7/8 and 13/14) T4-1 � New Dispenser 19/20 Only)SCALE: 1 "=1'-0" ( SHEAR VALVE MOUNTING BRACKET AND PLATE (TYP) 96 CONTRACTOR TO INSTALL ETHERNET CONDUITS THROUGH THE CONTRACTOR TO INSTALL ETHERNET CONDUITS THROUGH THE VAPOR BARRIER AIR GAP REQUIRES STRICT COMPLIANCE WITH VAPOR BARRIER AIR GAP REQUIRES STRICT COMPLIANCE WITH MANUFACTURE GUIDELINE SHEAR VALVE MOUNTING BRACKET 96 MANUFACTURE GUIDELINE IN SUMP FLAME ARRESTOR 97 EXPLOSION PROOF 30 AND PLATE (TYP) EXPLOSION PROOF BRACKET MOUNTED (TYP) J—BOX 30 J—BOX SUMP FLAME ARRESTOR BRACKET 97 W DISPENSER FRAME 85 OPW 1OBHMP-5830 DOUBLE 87 MOUNTED (TYP) OPW 1OBHMP-5830 DOUBLE J � POPPET SHEAR VALVE 87 POPPET SHEAR VALVE Q W O 1-1 /2" FLEX CONNECTOR (TYP. OF 2) PER SUMP. DISPENSER FRAME 85 OF 2) PER SUMP. SHEAR VALVE MOUNTING 96 W > DO 0)(TYP. MALE NPT X MALE SWIVEL 101 DISPENSER J—BOX DISPENSER J—BOX BRACKET AND PLATE (TYP.) J 0 Q NPT EXPLOSION PROOF ELECTRICAL -(DSEAL—OFF 1-1/2" FLEX CONNECTOR 101 EXPLOSION PROOF ELECTRICAL DISPENSER FRAME 85 0 W (TYP.) MALE NPT X MALE SWIVEL NPT 30 SEAL —OFF (TYP.) ]z W _ RAISED ISLAND SEE 100 H fi TOP OF ISLAND FORM O J Q STRUCTURAL (S-1) �' T4-1 DISPENSER SEAL (TYP.) DISPENSER SEAL (TYP.) 1 /2" WIDE X 1 " DEPTH 0 FOR REBAR SPEC RAISED ISLAND SEE STRUCTURAL 100 �_i BLOCK OUT FILL WITH 0 DISPENSER FRAME (S-1) FOR REBAR SPEC DISPENSER FRAME PETROLEUM RESISTANT PTi o 0 0 11 0 0 0 C!) < 0 0 0 CONCRETE SLAB I 0 0 0 1/2" WIDE X 1" DEPTH BLOCK r 0 0 0 0 0 1 /2 WIDE X 1 DEPTH BLOCK OUT TWIN TUBE SEALANT CONTINUOUS ALONG FUEL 0 U co -- OUT FILL WITH PETROLEUM _ CONCRETE SLAB -= FILL WITH PETROLEUM RESISTANT PTi o 0 0 ISLAND. (TYPICAL) 0 0 o 0 0 0 0 0 0 RESISTANT PTi TWIN TUBE o 0 o 0 0 0 TWIN TUBE SEALANT CONTINUOUS ALONG 88 OPW 60VSPC-1001 VAPOR LINE OPW FLEXWORKS 2" 135 I DOUBLE WALL SWIVEL o SEALANT CONTINUOUS ALONG o I FUEL ISLAND. (TYPICAL) I I I o II I_ FUEL ISLAND. (TYPICAL) NOV FIBERGLASS SYSTEMS 2 110 SHEAR VALVE ATTACH TO STABILIZER BAR OR STABILIZER PIPE COUPLING (TYP) 1 1 1 " CONDUIT FOR DISPENSER 1 1 " CONDUIT FOR DISPENSER O " FIBERGLASS VAPOR RETURN LINE INSIDE 3" FIBERGLASS 116 SUPPORT. NEW OPW FLEXWORKS 2" �I_ —I 30 POWER/COMM., (1) 1 " FUTURE FIBER ( �1= POWER/COMM., (1) 1 FUTURE FIBER )(D SECONDARY CONTAINMENT 1-1 /2" FLEX CONNECTOR MALE NPT 101 133 I _=1_= OPTIC 8c 1 3 4" MONITORING LIQUID / X MALE SWIVEL NPT PRODUCT PIPING OPTIC & (1) 3/4" MONITORING LIQUID I SENSORS.() SENSORS. NEW OPW FLEXWORKS 138 OPW 3" SUMP DOUBLE ENTRY 102 OPW FLEXWORKS AXP40 4" 134 VEEDER—ROOT 794380-323 98 2%1-1 /2" ELBOW (TYP.) 1 133 FLEXWORKS 2 NEW PRODUCT PIPING PRODUCT PIPING BOOT (TYP. OF 1 PER SUMP ) 130 NEW 2" X1-1 2" FRP" / ACCESS DUCT NON —DISCRIMINATING POSITION SENSITIVE NEW OPW FLEXWORKS DS-1836 95 OPW FLEXWORKS AXP40 4'> 3"x2" TEST REDUCER 103 REDUCER BUSHING NEW OPW FLEXWORKS SUMP SENSOR SENSOR MOUNTED FLUSH TO BOTTOM EXTENDED DISPENSER SUMP WITH 134 ACCESS DUCT 112 NEW 2" FRP" ELBOW 4"x2" DUCT ENTRY BOOT 94 CONDUITLESS OPTION NEW OPW FLEXWORKS NEW OPW FLEXWORKS TEST 104 95 NEW OPW FLEXWORKS DS-1836 VEEDER—ROOT 794380-323 98 94 4"x2" DUCT ENTRY BOOT TUBE (TYP.) NEW OPW FLEXWORKS TEST PORT EXTENDED DISPENSER SUMP WITH NON —DISCRIMINATING POSITION SENSITIVE TEST PORT SHOULD POINT 95 NEW OPW FLEXWORKS 2%2"x1 1/2 TEE 137 SHOULD POINT CONDUITLESS OPTION SUMP SENSOR SENSOR MOUNTED FLUSH TO SUMP SIDE VIEW DOWN (6 O'CLOCK POSITION) DS-1836 EXTENDED DOWN (6 O'CLOCK BOTTOM 135 OPW FLEXWORKS 2 DOUBLE WALL DISPENSER SUMP WITH POSITION) NEW OPW FLEXWORKS TEST NEW OPW FLEXWORKS TEST SWIVEL PIPE COUPLING (TYP) TEST SUMP SIDE VIEW CONDUITLESS OPTION 104 TUBE (TYP.) 104 TUBE (TYP.) PORT SHOULD POINT DOWN (6 SUMP SIDE VIEW O'CLOCK POSITION) Dispenser SumpProduct PipingDetail("—E�S Dispenser Sump Product Piping Detail(F`�Dispenser Sump Vapor Detail wASy9��F T4-1 m1/2,SCALE: 1 "=1 '-o" New Dispenser and T4-1 SCALE: 1 "=1 '-o" (a New Dispenser 19/20 Only) T4-1 SCALE: 1 "=1 '-0" (a All New Dispensers Only) 5494711 p �� T E ss ION L A SEE ARCHITECTURAL DRAWING CANOPY COLUMN FOR DECAL DETAILS (TYP.) SEE ARCH. DISPENSER SKIN (TYP.) PLANS EXTENDED HOSE RETRACTOR 91 HOSE CLAMP v 0 WARNING`�) 1 " x 1 " METAL PLATE (TYP.) o � �, � N Q \ Z U Q \ > Z Turn off engine. I 3/4% 14'-0" FUEL 8g Serf —Serve #6 GROUNDWIRE TO U—BOX HOSE Debit and Credit (TYP.) o p o � No smoking or open flames I Cards Only No Cash m v � N in the fuel dispensing area. Accepted o, 3 o It is unlawful and dangerous to dispense I 1 /4" x 20 x 1-1/2" BOLT o o i a o gasoline into unapproved containers. State fire code prohibits filling portable containers over I 5 Hours of Operation DOUBLE NUT TO MOUNT & DOUBLE NUT (TYP.) DISPENSER 6 gallons (22.7 liters) in size. Never allow children to use pump. I NEW GILBARCO (2+0) ^ --- C=D GROUND WIRE (TYP.) SKIN V E C Children should remain in the vehicle. IPRODUCT DISPENSER, DISPENSER _ v O Discharge your static electricity — — — ' i i Q 2DUAL HOSE EACH SIDE FRAME .. before fueling. onthecaraway from your vehicle's milli discharge Before using Pump, tench This gastake electricity on your fuel tiller Failure bare hand. This will tlign ignite body. Failure to fully discharge ignite I i g g I I 8�8 OPEN I 8 8 GROUND DETAIL TYPE II NS i ♦�/ may gasoline vapors. vapors. Do not re-enter your vehicle while gasoline is pumping. This can recharge I II ` O — "PETROLEUM RESISTANT" � i--% /r�� •Y your body with static electricity. If you must re-enter your vehicle, discharge static electricity again before touching the pump nozze. I SILICON AROUND BASE �� D i If a fire starts, do not remove nozzle. Back away Immediately and tellattendant no attendant is an site, use the emergency shut-off button toostopstop pump. 86 FUEL NOZZLE (RED FASTENERS AS REQUIRED OF DISPENSER V) M Static hazard while filling portable I ® containers. 90 SWIVEL BREAKAWAY VALV BY DISPENSERS MFG. LJ.I 4 II is unlawful and danger to dispense gasoline into unapproved containers. Always place containers an ground. I �I � r}�� \y • M Keep ne le inportble contact with c nainer while oh vehicle. Keep nozzle in contact with container while filling. �-I--� = 0 z T.O. ISLAND 0) Q O 0/y\ ^ 1 A static electric shock can occur when filling portable containers sitting on I U truck bed liners, or on any vehicle's carpeting or floor matting. U Q This spark will explosively ignite a gasoline vapor fire and cause = w O . a ® D DISPENSER U —BOX (TYP.) cc G • W /i1 V , V N SERIOUS INJURY or DEATH. 00� O O ° Q M �••' N Q Qq For help - call attendant — — — — — 100 p rH) ® GROUNDWIRE (TYP.) T4-1 a STRUCTURAL REBAR o r 00 Ln N RAISED CONCRETE 100 �� m V 00 ISLAND CONCRETE DRIVE SLAB Lu 0 LABEL: "GROUNDING TEST DISPENSER SUMP ° a a LOCATION" (TYP.) WALL Q PRODUCT CONFIGURATION NOTE: FOR A SINGLE HOSE PER SIDE MULTI —PRODUCT DISPENSER 1 " x 1 " METAL PLATE (TYP.) AS SHOWN, THE REGULAR UNLEADED GRADE TYPE II NS "PETROLEUM —RESISTANT" SILICON AROUND BASE OF DISPENSERY BOTTOM OF LOOP SELECTION BUTTON SHALL ALWAYS BE TO BE 1 " OFF TOP LOCATED ON THE LEFT SIDE OF THE PTI TWIN TUBE PETROLEUM RESISTANT SEALANT AT EDGE AROUND ISLAND OF ISLAND (TYP.) DISPENSER FOR BOTH SIDES. CONTRACTOR FRONT VIEW OF DISPENSER SIDE VIEW OF DISPENSER W SHALL BE HELD RESPONSIBLE FOR PROPER C ORIENTATION AND INSTALLATION. QQ Gilbarco Encore 700S Series (2 Product) MPD Electronic Dispenser H Stage II Double -Nutted" Static Grounding i Dispenser Seal Detail � z o T G T4-1 NOT TO SCALE T4-1 NOT TO SCALE 0 T4-1 SCALE: 3/4"=1 '-0" X I C) U fn Q N 00 0 N 0 N N \ N N E N 6 T co 0 W Q X w T t1 O I= U O N O N i U U N E 0 co 0 0 0 133 REMOVE EXISTING 2" FLEX PIPING AND J 133 REMOVE EXISTING 2" FLEX PIPING AND INSTALL NEW OPW FLEXWORKS 2" _ » INSTALL NEW OPW FLEXWORKS 2 EXISTING 1 VAPOR RECOVERY COAXIAL PRODUCT PIPING (TYP.) EXISTING 1 VAPOR RECOVERY W H (p EXISTING I" VAPOR RECOVERY COAXIAL PRODUCT PIPING (TYP.) ADAPTER TO REMAIN 105 NEW REPAIR PENETRATION (TYP.) ADAPTER TO REMAIN 0 0 ADAPTER TO REMAIN 105 NEW REPAIR PENETRATION TYP. () EXISTING EXTENDED DISPENSER EXISTING EXTENDED DISPENSER 0 >_ O EXISTING EXTENDED DISPENSER SUMP TO REMAIN o 137 NEW OPW FLEXWORKS SUMP TO REMAIN o o EXISITNG SHEAR VALVE MOUNTING BRACKET AND PLATE TO REMAIN (TYP.) 0 Q o%o J SUMP TO REMAIN NEW OPW FLEXWORKS EXISTING 1-1/2" FLEX CONNECTOR 2 x2 x1-1 /2 TEE EXISTING 1-1/2" FLEX CONNECTOR Q O 0 " 0 EXISTING 1-1 /2 FLEX 137 2 x2 x1-1 /2 TEE MALE NPT x SWIVEL MALE NPT. 87 NEW OPW 1 OBHMP-5830 DOUBLE MALE NPT x SWIVEL MALE NPT. 87 NEW OPW 1 OBHMP-5830 DOUBLE J � Q LQL CONNECTOR MALE NPT x TO REMAIN POPPET SHEAR VALVE (TYP.) TO REMAIN POPPET SHEAR VALVE (TYP.) Q Q W SWIVEL MALE NPT. 87 NEW OPW 1OBHMP-5830 DOUBLE < TO REMAIN POPPET SHEAR VALVE (TYP.) NEW 3" X 2" TEST REDUCER 103 EXISITNG SHEAR VALVE MOUNTING NEW 3" X 2" TEST REDUCER 103 138 NEW OPW FLEXWORKS 2"x1-1/2" Cl) Q Z „ EXISITNG SHEAR VALVE MOUNTING BRACKET AND PLATE TO REMAIN (TYP.) ELBOW � Q Z J TEST REDUCER 103 `+ BRACKET AND PLATE TO REMAIN (TYP.) NEW REPAIR PENETRATION 107 OPW FLEXWORKS 2" DOUBLE WALL 135 NEW REPAIR PENETRATION 107 OPW FLEXWORKS 2" DOUBLE WALL 135 w J ^I OPW FLEXWORKS 2" DOUBLE WALL SWIVEL PIPE COUPLING (TYP.) SWIVEL PIPE COUPLING (TYP.) Q Q Q NEW REPAIR 107 PENETRATION 135 SWIVEL PIPE COUPLING TYP. (TYP.) w W SIDE 1 OF 105 NEW REPAIR PENETRATION (TYP.) 105 NEW REPAIR PENETRATION (TYP.) � 0 Z 0 SIDE 1 OF NEW OPW FLEXWORKS 4"x2" 94 DISPENSER EXITING 3 SUMP ENTRY DISDPENSEOR EXITING 3 SUMP ENTRY � Z W U DISPENSER DUCT ENTRY BOOT (TYP.) BOOT TO REMAIN EXISTING 4"x2" GEODUCT ENTRY BOOT TO REMAIN EXISTING 4 "x2" GEODUCT ENTRY a Q Q W LL EXITING 3" SUMP ENTRY NEW OPW FLEXWORKS AXP40 v BOOT TO REMAIN (TYP.) v BOOT TO REMAIN (TYP.) O BOOT TO REMAIN 134 ACCESS DUCT v EXISTING 2 FIBERGLASS VAPOR o w o w EXISTING 4" GEODUCT TO REMAIN EXISTING 2 FIBERGLASS � v o w o w EXISTING 4" GEODUCT TO REMAIN o Y O (� EXISTING 2" FIBERGLASS > > NEW OPW FLEXWORKS 2 RETURN LINE INSIDE 3 FIBERGLASS o w z 0 z z J J VAPOR RETURN LINE INSIDE 3 o w z Of z 0 z J J o �, m °° iW Z � o 0 o o ''' o '-'-' VAPOR RETURN LINE INSIDE o z z 133 COAXIAL PRODUCT PIPING SECONDARY CONTAINMENT TO REMAIN Q J � > 133 REMOVE EXISTING 2 FLEX PIPING FIBERGLASS SECONDARY Q J > � 133 REMOVE EXISTING 2 FLEX PIPING o W ,�, 3 FIBERGLASSSECONDARYz_ J AND INSTALL NEW OPW FLEXWORKS CONTAINMENT TO REMAIN AND INSTALL NEW OPW FLEXWORKS `" TO EMAIN > COJ 2" COAXIAL PRODUCT PIPING (TYP.) 2" COAXIAL PRODUCT PIPING (TYP.) N .. 0 (n H 0 o Z ('A"Existing Sump Plan View Detail Two Product MPD Piping B Existing Sump Plan View Detail Two Product MPD Piping c Existing Sump Plan View Detail Two Product MPD Piping T4-2 ExistingDispenser 3-6 SCALE: 1 "=1 '-O" T4-2 Existing Dispenser 9-12 and 15-18 SCALE: 1 "=1 '-O" T4-2 Existing Dispenser 21-24 Only SCALE: 1 "=1 '-O" EXPLOSION PROOF J-BOX 30 CONTRACTOR TO INSTALL EXPLOSION PROOF J-BOX 30 CONTRACTOR TO INSTALL EXPLOSION PROOF J-BOX 30 CONTRACTOR TO INSTALL ETHERNET CONDUITS THROUGH ETHERNET CONDUITS THROUGH ETHERNET CONDUITS THROUGH NEW OPW 1OBHMP-5830 DOUBLE 87 THE VAPOR BARRIER AIR GAP REQUIRES STRICT COMPLIANCE NEW OPW 10BHMP-5830 DOUBLE 87 THE VAPOR BARRIER AIR GAP NEW OPW 10BHMP-5830 DOUBLE 87 THE VAPOR BARRIER AIR GAP POPPET SHEAR VALVE (TYP.) WITH MANUFACTURE GUIDELINE POPPET SHEAR VALVE (TYP.) REQUIRES STRICT COMPLIANCE POPPET SHEAR VALVE (TYP.) REQUIRES STRICT COMPLIANCE WITH MANUFACTURE GUIDELINE Vf WITH MANUFACTURE GUIDELINE EXISTING GILBARCO ENCORE EXISTING GILBARCO ENCORE EXISTING GILBARCO ENCORE W � DISPENSER TO REMAIN EXISTING ENVIRON SBA-3621 DISPENSER TO REMAIN EXISTING ENVIRON SBA-3621 DISPENSER TO REMAIN EXISTING ENVIRON SBA-3621 J N EXISTING EXPLOSION PROOF SHEAR VALVE MOUNTING BRACKET EXISTING EXPLOSION PROOF SHEAR VALVE MOUNTING BRACKET EXISTING EXPLOSION PROOF SHEAR VALVE MOUNTING BRACKET ((Q W 0 ELECTRICAL J-BOX TO REMAIN ELECTRICAL J-BOX TO REMAIN ELECTRICAL J-BOX TO REMAIN W 0) EXISTING ISLAND FORM TO REMAIN �� O EXISTING ISLAND FORM TO REMAIN �'� O EXISTING ISLAND FORM TO REMAIN �� O O 0 Q 2W� 0 0 0 o ° ° T.O. CONC. SLAB TO REMAIN 0 0 0 0 0 o T.O. CONC. SLAB 0 0 0 0 o o o T.O. CONC. SLAB Q= Q 0 0 0 TO REMAIN TO REMAIN O J D 0 0 0 1 1" CONDUIT FOR 30 0 0 0 0 0 0 (1) 1 CONDUIT FOR 0 0 0 0 0 0 (1) 1 CONDUIT FOR (� � (� DISPENSER ETHERNET WITH 30 DISPENSER ETHERNET WITH 30 DISPENSER ETHERNET WITH U) � Q NEW REPAIR 106 72 NEW 1 " PENETRATION NEW REPAIR 105 106 72 NEW 1" PENETRATION NEW PENETRATION 105 106 72 NEW 1" PENETRATION O co PENETRATION (TYP.) a PENETRATION (TYP.) o (TYP.) V NEW OPW FLEXWORKS 2" 133 137 NEW OPW FLEXWORKS 2 x2 x1-1 /2 TEE EXISTING 4 GEODUCT 137 NEW OPW FLEXWORKS „ EXISTING 4 GEODUCT TO ' 0 138 NEW 2"x1-1/2" SWIVEL PRODUCT PIPING .) REMAIN2" 2%2%1-1 /2" TEE REMAIN PPIPING REDUCING ELBOW OPW FLEXWORKS AXP40 4" 134 133 REMOVE EXISTING 2" FLEX REMOVE EXISTING FLEXPIPING133 REMOVE EXISTING 2" FLEX 133 ACCESS DUCT PIPING AND INSTALL NEW AND INSTALL NEW OPW FLEXWORKS AND INSTALL NEW OPW FLEXWORKS NEW OPW FLEXWORKS OPW FLEXWORKS 2 COAXIAL PRODUCT PIPING (TYP.) 2" COAXIAL PRODUCT PIPING (TYP.) EXISTING 4 x2 BOOT TO REMAIN (TYP.) GEODUCT ENTRY 2" COAXIAL PRODUCT PIPING (TYP.) EXISTING 4 x2 BOOT TO REMAIN (TYP.) GEODUCT ENTRY i O 4%2" DUCT ENTRY BOOT 94 EXISTING 4%2" GEODUCT ENTRY NEW 1-1/2" FLEX CONNECTOR 101 NEW 1-1/2" FLEX CONNECTOR MALE 101 � NEW 1-1 /2" FLEX CONNECTOR BOOT TO REMAIN (TYP.) MALE NPT X MALE SWIVEL NPT OPW FLEXWORKS 2 DOUBLE WALL 135 NPT X MALE SWIVEL NPT (FIELD VERIFY EXISTING EXTENDED DISPENSER 101 MALE NPT X MALE SWIVEL NPT 105 NEW REPAIR PENETRATION (TYP.) (FIELD VERIFY REQUIRED LENGTH) SWIVEL PIPE COUPLING (TYP.) REQUIRED LENGTH) SUMP TO REMAIN (FIELD VERIFY REQUIRED LENGTH) EXISTING EXTENDED DISPENSER EXISTING VEEDER-ROOT 794380-208 OPW FLEXWORKS 2" DOUBLE WALL 135 EXISTING VEEDER-ROOT 794380-208 OPW FLEXWORKS 2 DOUBLE WALL 135 SUMP TO REMAIN NON -DISCRIMINATING SUMP SENSOR TO SWIVEL PIPE COUPLING TYP. (TYP.) NON -DISCRIMINATING SUMP SENSOR TO REMAIN EXISTING EXTENDED DISPENSER SWIVEL PIPE COUPLING (TYP.) REMAIN SUMP TO REMAIN EXISTING VEEDER-ROOT 794380-208 SUMP SIDE VIEW SUMP SIDE VIEW SUMP SIDE VIEW NON -DISCRIMINATING SUMP SENSOR TO REMAIN ('_D_ Existing Dispenser Sump Product Piping Detail E ExistingDispenser SumpProduct PipingDetail F Existing Dispenser Sump Product Piping Detail T4-2 (a ExistingDispenser 3-6) SCALE: 1 "=1 '-O" *Existing Dispenser 21-24 Only) SCALE: 1"=1'-O" T4-2 SCALE: 1"=1'-O" Existing Dispenser 9-12 and 15_18) VP� O W A Sy •� I Y Y 54947 I/ST0, 0 o Q Q s NA L ECG w 0 w 0 > (1) 25.4mm (1 ") RIGID CONDUIT z z � � 30 FOR MONITORING LIQUID SENSORS =D =D a_ a_ 39" SUMP ACCESS 27 ff 18 �P' 39" SUMP ACCESS 27 18 �P' (1) 25.4mm (1 ") CONDUIT FITTING 72 C) Of 0 � C) Of C � �' v 0 0 z a� z > MANHOLE MIN. MANHOLE MIN. 2" EZ-FIT 90 DEGREE 2" CROWN 2" CROWN 201 ELBOW (TYP.) > o 0 0 o N a 4 a a 4 a 4 4 4 a a 4 4 4 a fe ff a a 4 x2 RIGID ENTRY FITTING a 4 ° a a 4 a 94 (TYP.) 0 m 7 N a a NON -DISCRIMINATING SUMP 98 a) 0 4 SENSOR IN SENSOR HOLDER FROM PREMIUM TANK, RUN 2) o o Y o Q CD o J-BOX AND SEAL -OFF 30 SINGLE WALL 4'x4'X4' MOUNTED FLUSH TO BOTTOM TRANSITION SUMP 28 (TYP.) 50 CU. FT. SUMP 97 FLAME ARRESTOR. SINGLE WALL 4'x4'X4' 28 �� 2 D.W SWIVEL PIPE 50 CU. FT. SUMP FLAME 0 — v CLAMP TO CONDUIT - TRANSITION SUMP 135 COUPLING (TYP.) ARRESTOR. CLAMP TO CONDUIT 97 O (FROM UNLEADED TANK #1) „ - J-BOX AND SEAL -OFF 30 - 2" D.W. FLEXIBLE 133 134 (1) 1 CONDUIT FITTING 71 2" EZ-FIT 90 DEGREE PRODUCT LINE INSIDE 4" 2" EZ-FIT X MALE HEX 203 s D c� 201 ELBOW (TYP.) ACCESS PIPE TYP. (TYP.) ADAPTER TYP.) ( C •� o � (1) 1 CONDUIT 71 2" EZ-FIT TEE (FROM UNLEADED TANK #2) � � � 4"x2" RIGID ENTRY FITTING _ 62 FIT BALL VALVE -FULL FITTING 202 (TYP.) Lu fV 94 (TYP.) TYP. (TYP.) PORT TYP 2" EZ-FIT CLAMP W/ > O ° 2" EZ-FIT 90 DEGREE 201 94 4"x2" RIGID ENTRY FITTING VITON SEAL (TYP.) 200 4-0 Qco 0 N N 0 o ELBOW (TYP.) (TYP.) 2 D.W SWIVEL PIPE 133 134 5 N Q Qq r 2" D.W. FLEXIBLE PRODUCT 2" EZ-FIT BALL VALVE -FULL 62 COUPLING (TYP.)135 2" D.W. FLEXIBLE }; N 0 133 134 0 PORT (TYP.) PRODUCT LINE r � un 2" D.W. FLEXIBLE 134 133 LINE INSIDE 4" ACCESS PIPE INSIDE 4" ACCESS m V Y ,> PRODUCT LINE INSIDE 4 (TYP.) FROM UNDERGROUND 2" EZ-FIT CLAMP W/ VITON ^ PIPE (TYP.) ACCESS PIPE (TYP.) TO TANKS 200 SEAL (TYP.) SINGLE WALL 4'x4'X4' 28 � ^ EXIT -ROW AND 2" EZ-FIT CLAMP W/ VITON TRANSITION SUMP w o MIDDLE-RO OF NON -DISCRIMINATING 200 SEAL (TYP.) NON -DISCRIMINATING SUMP 98 2 EZ-FIT X MALE HEX � o o LLJ 0 98 DISPENSERS SUMP SENSOR IN SENSOR IN SENSOR HOLDER 203 ADAPTER (TYP.) 11' : w SENSOR HOLDER 202 2" EZ-FIT TEE MOUNTED FLUSH TO BOTTOM (TYP.) oD o0 MOUNTED FLUSH TO (TYP.) o I 0 BOTTOM (TYP.) o o w J w J W W Z Z � oo� G Transition Sump Plan View(H`�Transition Sump - Section(T)Transition Sump - Section N T4-2 SCALE: 1 "=1 '-O" T4-2 SCALE: 1 "=1 '-O" T4-2 SCALE: 1 "=1 '-O" o o O N X 0 0 N 0 N N N N E \ 0 N Qo 0 co E Q X w T Q 0 U 0 N 0 N U) 0 i U 0 U N E Qo I, - CD Q0 CD 0 0 0 / 1 111 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 1 II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I I I I I II I II I II I II II I II II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II ; II II II II 11 11 II II EXISTING TANK #4 \. EXISTING ARID PERMEATOR ON GASOLINE ADDITIVE I CONCRETE PAD TO REMAIN 1,500 GAL. TO EXISTING 3" VENT RISER REDMAN \, II TO REMAIN I EXISTING 2" VENT RISER I ' • • TO REMAIN L-------------------------- - 7 • C___---- --------- ----- ------- _-------------- _______ ____ __________ II I EXISTING AREA LIGHT WIRELESS CAMERA AREA LIGHT POWER NEW TRANSITION SUMP (TYP OF 1) EXISTING MERGENCY PUMP SHUTOFF SWITCH TO REMAIN \ I '-77E X ❑ AT WAREHOUSE EDP ROOM XIST NG COSTCO BLDG NOT TO SCALE \`I 11 II II II II II /1 1/ 11 II 11 II II II II II II II II II II II II II II a 14 RUN CONDUIT UP EXTERIOR OF COLUMN '! II (TYP.) I II oil II II II II II II II II II II II II II II II II II II II II II II II II II II 11 II II II 11 11 11 11 11 / I/ - EXISTING EMERGENCY PUMP SHUTOFF SWITCH TO REMAIN ---- - - - - - _ A\ I I \ \ 11 I \\\ II 1 2 CANOPY E4 E4 VE I 150 13 II II II II Ij 11 E.S.OE145 \ 9 T�1C15PHON 1 Electrical Site Plan \ --- SCALE 1 "= 10'-0" EXISTING ENCLOSURE TO BE REMOVED POWER AND CONTROL CONDUITS PER PLAN E1 GILBARCO DISPENSER WIRE COLOR REFERENCE 1. BLACK #12: HOT TO A-2 (CD MODULE) & VARISTOR 2. GREEN #12: TO A-10 (GROUND) 3. WHITE #12: NEUTRAL TO A-13 (CD MODULE) & VARISTOR 4. VARIES #12: TO (UNLEADED #1-RED); (UNLEADED #2-RED/WHITE) 5. BLUE #12: TO (PREMIUM) 6. YELLOW #12: TO (DIESEL) NOTE: ALL WIRE TO BE THWN, 7. YELLOW #14: SPARE OIL AND RESISTANT NO 8. PURPLE #14 SPARE EXCEPTIONS 9. PINK #14: SPARE 10. BROWN #14: SPARE 11. #14: TO B-9 (CRIND TWO WIRE OUT (-)) NOT USED 12. #14: TO B-19 (CRIND TWO WIRE IN (+)) NOT USED 13. #14: TO A-9 (PUMP TWO WIRE OUT (-)) NOT USED 14. #14: TO A-19 (PUMP TWO WIRE IN (+)) NOT USED 4" CLR 56 / \ --------------------------------------- *SEE EDP CONDUIT INSTALLATION NOTES SEE CIVIL PLANS PER CIVIL DRAWINGS FUEL POSITION NUMBERING: FOR ROUTING /-COMPACTION PER CIVIL PLANS INFORMATION w NOTE: \j ¢ Of Q U- Of 1. PROVIDE PULL BOXES (SIZE PER CODE) FOR \\� o CONDUITS AS REQUIRED FOR EVERY 250' OR AFTER FOUR 90 DEGREE BENDS. ZZ \/ "' ^ 2. PROVIDE SUFFICIENT ADDITIONAL LENGTH OF CONDUCTORS AT THE TERMINATION POINTS OF 0 O ALL CONDUITS FOR FINAL EQUIPMENT HOOKUP. \ \ 3. SUPPLY AND INSTALL ALL 4 CONDUITS/CONDUCTORS AND A 25 LB. PULL MID.) CORD IN EACH SPARE/FUTURE CONDUIT. 24" MAX 12" MIN DISPENSER WIRING NOTE: EXIT ROW OF DISPENSERS SHALL BE WIRED FOR TANK#1 AND TANK #3 MIDDLE ROW OF DISPENSERS SHALL BE WIRED FOR TANK#2 AND TANK #3 ENTRANCE ROW OF DISPENSERS SHALL BE WIRED FOR TANK#1,TANK#2 AND TANK #3 IVV I I V Jl�/-iLL Call Toll Free 811 TWO WORKING DAYS BEFORE YOU DIG O O NOTE: FUELING POSITIONS AT THE DISPENSERS ARE NUMBERED AS FOLLOWS: FUELING POSITION #1 IS ALWAYS THE OUTBOARD SIDE OF THE FIRST DISPENSER ON THE ENTRANCE SIDE AND NON EXPANSION SIDE OF THE CANOPY. OPPOSITE SIDE SHALL BE FUELING POSITION #2 AS SHOWN. NOTE FUEL POSITION DECAL NUMBERS ARE PROVIDED B OWNER AND INSTALLED BY START UP TECHNICIAN. SHEET INFORMATION NOTE: BASE SHEET INFORMATION PROVIDED BY BARGHAUSEN CONSULTING ENGINEERS, FILE NAME 6076-s.dwg, DATED 12.07.2020. BARGHAUSEN CONSULTING ENGINEERS ARE NOT RESPONSIBLE FOR THE HORIZONTAL CONTROL. SEE CIVIL AND ARCHITECTURAL SHEETS. LEGEND C UNDERGROUND COMMUNICATION CONDUIT P UNDERGROUND ELECTRICAL SERVICE CONDUIT T UNDERGROUND TELEPHONE CONDUIT UNDERGROUND CONDUIT INDICATES CONDUIT NUMBER SEE CONDUIT SCHEDULE, E2-2 EXPLOSION PROOF SEAL -OFF INDICATES FUEL POSITION NUMBERING �l 1/ 1, 1, II 11 II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II �I II II 11 II 11 11 11 11 II 11 11 11 ,l ,l 11 ,l l� ,l GENERAL NOTES 1. SEE MATERIALS LIST (T2-1) FOR DESCRIPTION ON EQUIPMENT USED IN THIS CONSTRUCTION. W P,-- O 2. ROUTING SHOWN ARE SCHEMATIC, FINAL LOCATIONS SHALL BE SHOWN ON AS -BUILT DRAWINGS. 0 3. ALL EQUIPMENT SHALL BE INSTALLED AS PER MANUFACTURER'S OR OWNERS Z co O GUIDELINES, WHICHEVER IS MORE STRINGENT. O Z Q 00 J 4. FUNCTIONS OF THE CONTINUOUS MONITORING: Q U -MONITORING OF ALL ANNULAR SPACES. Z Q -MONITORING OF ALL PRODUCT PIPING AND FILL SUMPS. W Q -PROVIDE .1 GPH PRESSURE LINE LEAK DETECTION PLLD OF PRODUCT LINES. ( ) J -PROVIDE CONTINUOUS TANK LEVEL MONITORING. Q Z_ -MONITORING OF ALL DISPENSER SUMPS. � W J THE CONTINUOUS MONITORING DEVICE SHALL PROVIDE POSITIVE SHUTDOWN OF TURBINES J H F O AND DISPENSERS AUTOMATICALLY IN THE EVENT OF A LIQUID RELEASE AND MANUALLY � Cn Z J CA THROUGH THE ESO SWITCH LOCATED ON THE CONTROLLER ENCLOSURE AND REMOTE ESO J Q SWITCH AS INDICATED ON SITE PLAN. w Q = W 0 5. ALL WIRES ENTERING CONTROL PANELS, MAIN PANELS, AND SUB PANELS SHALL BE Z 0 U MARKED WITH PHASE TAPE C Q W W CODING AS FOLLOWS: � "A" PHASE = BLACK o W O Q "B" PHASE = RED W T U "C" PHASE = BLUE m m 6. ALL CONDUCTORS SHALL BE CONTINUOUS (WITH NO SPLICES) STRANDED COPPER WITH CD 75°C THWN INSULATION, OIL AND GAS RESISTANT. N � A` 7. A SEAL OFF MUST BE INSTALLED PRIOR TO ENTERING AND LEAVING A N W CLASSIFIED AREA. CONDUITS FIRST EMERGENCE FROM BELOW GRADE MUST BE � Z ~ CONNECTED TO A SEAL -OFF. 8. ALL CONDUITS SHALL HAVE INSULATED GROUNDING BUSHINGS INSTALLED AND TIED TOGETHER W/ #6 BARE COPPER WIRE. BOND ALL INSULATED GROUNDING BUSHINGS AND GUTTER BOX BACK TO POWER CENTER GROUND. DO NOT PENETRATE INTRINSICALLY SAFE BARRIERS. 9. ALL INSTALLATIONS SHALL BE PER N.E.C., ARTICLE 514. 10. ALL EQUIPMENT SHALL BE U.L. APPROVED. 11. ALL EQUIPMENT REQUIRING ADA HEIGHTS ARE TO BE TAKEN FROM A LEVEL FLAT SURFACE. VERIFY IN FIELD. KEY NOTES ❑ EXISTING THREE (3) 1" CONDUITS FOR SUBMERSIBLE FUEL PUMP POWER AS FOLLOWS: ONE (1) CONDUIT AT TURBINE SUMP #1 (UNLEADED), ONE (1) AT TURBINE SUMP #2 (UNLEADED), AND ONE (1) AT TURBINE SUMP #3 (PREMIUM). INSTALL ONE (1) 3/4" CONDUITS FOR SUBMERSIBLE ADDITIVE PUMP POWER AS FOLLOWS: ALL TURBINE POWER TO BE ROBROY PVC COATED RIGID METALLIC CONDUIT (NO EXCEPTIONS). ALL SEAL -OFFS AND ELECTRICAL BOXES TO BE SET 6" MIN. ABOVE SUMP PENETRATIONS. ❑2 DVR SHALL BE INSTALLED IN THE EDP ROOM, FIELD VERIFY LOCATION WITH CONSTRUCTION PM OR MULVANNYG2 PM. ElREMOTE ALARMS ON THE EXTERIOR OF THE CONTROLLER ENCLOSURE SHALL BE AUDIBLE AND VISUAL. VEEDER-ROOT TLS 450 PLUS IS MOUNTED ON THE INTERIOR. VERIFY LOCATIONS WITH CONSTRUCTION PM OR MULVANNYG2 PM. ❑4 VERIFY P.O.C., EQUIPMENT AND FEES WITH UTILITY COMPANY AND OWNER BEFORE INSTALLATIONS OF NEW ELECTRICAL SERVICE. MOUNT E.S.O ON SUPPORT BRACE SEE ARCHITECTURAL DRAWING FOR DETAIL. E MOUNT E.S.O. ON CONTROLLER ENCLOSURE EXTERIOR LOCATE PER ARCHITECTURAL DRAWING. VERIFY TRANSFORMER LOCATION, ELEVATION AND APPURTENANT WITH UTILITY COMPANY. FTI ALL TANK FILL AND VAPOR RETURN RISERS SHALL BE GROUNDED TO PREVENT STATIC DISCHARGE. REFER TO DETAILS D AND E ON SHEET E5. ❑JUNCTION BOXES FOR FUTURE ELECTRICAL EQUIPMENT AT EXIT SIDE COLUMNS SHALL BE EXPLOSION PROOF WITH SEAL -OFF. SET J-BOXES 2'-0" ABOVE ISLAND FORMS FACING TOWARDS THE CONTROLLER ENCLOSURE. HOMERUN CONDUIT #69 FROM CENTER ISLAND AND LOOP 3/4" RIGID METAL CONDUIT, ABOVE GRADE TO ADJACENT COLUMNS. 10 ALL ELECTRICAL JUNCTION BOXES IN TANK SUMPS AND UNDER DISPENSER CONTAINMENT SUMPS SHALL BE EXPLOSION PROOF WITH SEAL -OFF ENTERING AND LEAVING. SEAL -OFFS TO BE A MINIMUM OF 6" ABOVE THE HIGHEST PENETRATION FOR TESTING PURPOSES. ALL CONDUIT RUN ENTERING OR LEAVING A TANK SUMP SHALL BE ROBROY PVC COATED RIGID METAL CONDUIT NO EXCEPTIONS. 11 ALL NONMETALLIC CONDUITS (UNDERGROUND APPLICATION AND NON -HAZARDOUS AREAS ONLY) SHALL HAVE THE LAST 2' OF ANY HORIZONTAL UNDERGROUND RUN TO THE POINT OF EMERGENCE TO THE ABOVE GROUND RACEWAY TO BE ROBROY PVC COATED RIGID METALLIC CONDUIT (NO EXCEPTIONS). THE RIGID NONMETALLIC CONDUIT INCLUDING RIGID NONMETALLIC CONDUIT FITTINGS ARE REQUIRED TO BE LOCATED NOT LESS THAN 2' BELOW GRADE. PULL BOX LOCATION ARE PREFERRED IN PLANTERS. 12 EXTEND EXISTING GUTTER DE-ICING HEATING CABLE TO NEW COLUMN. USE MANUFACTURE APPROVED SPLICE KIT BASED ON FIELD CONDITIONS. 13 INSTALL 17"x30"X24" PLASTIC IN -GROUND PULLBOX BY G.C. FOR CAMERA FEEDS. :52)CONTROLLER ENCLOSURE 14 ❑ ROUTE ALL CONDUITS AT COLUMNS SO THAT THEY ARE ON THE SAME SIDE AS THE ACCESS PANEL. COSTCO CAMERA CONTRACTOR TO INSTALL WIRELESS CAMERA AT TANK PAD AREA LIGHT. COSTCO CAMERA VEEDER ROOT H CONTRACTOR TO LINK CAMERA TO WAREHOUSE. CAMERA SHALL BE SOLELY DIRECTED TO THE TANK FILLS. PANEL 16 INTERCEPT CONDUITS AT EXISTING CONTROLLER ENCLOSURE AND EXTEND TO NEW CONTROLLER ENCLOSURE LOCATION. TO INSTALL (2)-5„ / i'__--CONTRACTOR UNDERGROUND PVC CONDUIT 17 CONTRACTOR TO TRENCH FOR NEW CONDUIT ROUTING AS REQUIRED. REFER TO DETAIL 2 ON THIS SHEET. (SCHEDULE 80) AS REQUIRED BY POWER COMPANY. (EXACT LENGTH AS PER PLAN.) 4 PROPOSED NEW TRANSFORMER LOCATION -(2 SETS)3"C, [(4)#4/0 THWN C.U. & 1 #2/0 GND.]EACH SET. 400 AMP, 3-PH, 4W METER, DISCONNECT & MANUAL TRANSFER SWITCH SERVICE DATA SERVICE VOLTAGE: 3 PH 120/208V, 4W LOAD DATA: CONNECTED 82.5 KVA, ESTIMATED DEMAND 84.3 KVA SERVICE CONDUCTORS 4#4/0 THWN & 1 #2/0 GND.(PARALLEL) METERING: PER COSTCO UTILITY TYPE: WHOLESALE 999 UNDERGROUND LAKE DRIVE BILLING ISSAQUAH, WA INFORMATION: 98027 ATTN: Deanna Hughes CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING AND NEW UTILITIES PRIOR TO CONSTRUCTION. SEE UTILITY CONFLICT NOTE THE EXISTING WATER, STORM, AND SANITARY SEWER SERVICE SHOWN IS APPROXIMATE, BASED ON FIELD SURVEYS AND "AS -BUILT" RECORDS. THE GENERAL CONTRACTOR SHALL "POTHOLE" THE EXISTING UTILITIES TO VERIFY THE DIAMETER AND LOCATION (INCL. ELEVATIONS) PRIOR TO CONSTRUCTION. ANY DISCREPANCIES IN THE LOCATION OF THE EXISTING PIPE OR INCOMPATIBILITY OF THE DESIGN SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNERS REPRESENTATIVE, AND BARGHAUSEN CONSULTING ENGINEERS (425-251-6222). UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POT HOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1 (800) 782-5348 AND THEN POT HOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. SOUTH 320TH W SITE r /j FEDERAL WAY COSTCO SOUTH 352ND A liar w In F -1I U GI JOE'S N-----_-------- SITE a i O LL W J l/QW OM - I > OD 0OQ = W i 0 -j U0)0 0 0 E,S. P l VQ�OF WASy 54947 p F11ISTER� \�� SLONA L E� v c of U U c Z a> Z N = > o N 0 0 0 m N d c c Y O a� V E V d O Z3 t .� Im W fV N M < co N -0 N or) fV Qq L\ >Q > j u7 � N � M O N a� N W U r Y X 0 c� m EQUIPMENT NUMBER. REF. T2-1 VICINN�TOYSIV4AP /1 I I LOCATOR MAP NOT TO SCALE C • II I 1, 1, 1, I\\ , —O—O—O—O—O—O—O—O—O- 0 1 Hazardous Area Site Plan --- SCALE 1 "= 10'-0" „ „ , 1, 11 II �I I, C .I �I II �� II II II II II II II �I II II II II II ,I II II II II II ,I II II II II II II II II II II II ,I II II I ,I II II II II II ,I II II II II II II II II I II II ,I II II II II I II I� I' II II II II I� �I 1i I, 1� I, �I W O (� zO 0 � z ce) p Q Q 000 J_ .j > Z U 43) J a Q Q LL / W I Q W W w (n Q W � J p J LLJ W Z J UJ cr Q Q = w � W O a Q p Z w w U C cr o O N � U m m Q o CV N CV N Z W N J < co > gyp\ W N.E.C. HAZARDOUS AREA NOTES J a! 0) A SEAL OFF MUST BE INSTALLED PRIOR TO ENTERING AND LEAVING A o1: W CLASSIFIED AREA. CONDUITS FIRST EMERGENCE FROM BELOW GRADE MUST BE � CONNECTED TO A SEAL —OFF. Q = 0JQ UO)o OA TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (UNDERGROUND TANK — FILL OPENING) Q EXTENT OF CLASS 1, GROUP D, DIVISION 1 LOCATION: CA ANY PIT, BOX, OR SPACE BELOW GRADE LEVEL, ANY PART OF WHICH IS WITHIN p THE DIVISION 1 OR 2 CLASSIFIED LOCATION. 0 — EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION: UP TO 18 INCHES ABOVE GRADE LEVEL WITHIN A HORIZONTAL RADIUS OF 10 FEET FROM A LOOSE FILL CONNECTION AND WITHIN A HORIZONTAL RADIUS OF 5 FEET FROM A TIGHT FILL CONNECTION. OB TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (UNDERGROUND TANK — VENT —DISCHARGING UPWARD) i EXTENT OF CLASS 1, GROUP D, DIVISION 1 LOCATION: O WITHIN 5 FEET OF OPEN END OF VENT, EXTENDING IN ALL DIRECTIONS. LL EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION: SPACE BETWEEN 5 FEET AND 10 FEET OF OPEN END OF VENT, EXTENDING IN ALL DIRECTIONS. CO TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (REMOTE PUMP — OUTDOOR) EXTENT OF CLASS 1, GROUP D, DIVISION 1 LOCATION: ANY PIT, BOX, OR SPACE BELOW GRADE LEVEL IF ANY PART IS WITHIN A HORIZONTAL DISTANCE OF 10 FT. FROM ANY EDGE OF PUMP. EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION: WITHIN 3 FEET OF ANY EDGE OF PUMP, EXTENDING IN ALL DIRECTIONS. ALSO UP TO 18 INCHES ABOVE GRADE LEVEL WITHIN 10 FEET HORIZONTALLY FROM ANY EDGE OF PUMP. OD TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (DISPENSING DEVICE — PITS) EXTENT OF CLASS 1, GROUP D, DIVISION 1 LOCATION: ANY PIT, BOX, OR SPACE BELOW GRADE LEVEL, ANY PART OF WHICH IS WITHIN THE DIVISION 1 OR 2 CLASSIFIED LOCATION. S, OE TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (DISPENSING DEVICE — DISPENSER) WAsy/ I� EXTENT OF CLASS 1, GROUP D, DIVISION 1 LOCATION: ��v?�oF ,Nc SPACE CLASSIFICATION INSIDE THE DISPENSER ENCLOSURE IS COVERED IN ANSI/UL 87, N "POWER OPERATED DISPENSING DEVICES FOR PETROLEUM PRODUCTS." OTYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (DISPENSING DEVICE — DISPENSER) �o 54947 p �� ss�NALTEF�G\�� EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION: WITHIN 18 INCHES HORIZONTALLY IN ALL DIRECTIONS EXTENDING TO GRADE FROM (1) THE DISPENSER ENCLOSURE OR (2) THAT PORTION OF THE DISPENSER ENCLOSURE CONTAINING LIQUID HANDLING COMPONENTS. OG TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (DISPENSING DEVICE — OUTDOOR) v " Z Z EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION: UP TO 18 INCHES ABOVE GRADE LEVEL WITHIN 20 FEET HORIZONTALLY OF ANY EDGE OF ENCLOSURE. > > O O 1cm, JC Y d o O 0 0 0 i d Q O 0 LEGEND ewCLASS 1 HAZARDOUS AREA (PER NEC) C `ww YI • nL W i o• ` " V I A W fV � M r 000N N Q Qq ��Ln L +� f V m M O N a� N W U r Y �,t Q0 O N O N O N N E N 6 0 0 0 r-------------- 0 ^ 149 151 180 DISCONNEC I I VEEDER-ROOT 6 SWITCH ------------ --®� - k0-QL. BAT-CJH----- VAPOR --- - - - - - - - - I 3 r I CONTROLLERS PROCESSOR WALL I I IDF 6" FURRED OUT WALL HEATER I _ -j I I 3 -0 165 RACK WALL 152 8„ I (CLEAR SPACE) MOUNT 152 ELECTRICAL ROOM I I I 11 1 /2" - I I --- L I I L�j t STORAGE ROOM I 0 CEILING MOUNT D C z w N c� A/C & HEATERI UNIT E2-1 a � 152 B! D J 2-1 E2-1 rA I I I 161 i i i �� E2-1 3 11 I 3„ I I 40 5@ I I V I j L-------------------------------------- LVDD 154 PO AND DX 400AMP THERMOSTAT 152 I L - - _ - - - - _ - - - - - _ J MAIN PANEL SECTION 3 FUELING MANAGER SECTION 1 SECTION 2 Controller Enclosure Floor Plan I = I -U Dispensers 2 T W O 4 � O CD Q 000 J_ �0z��U UQaQLL z J Q W CL a z w `� a J O o W o J w _j Z J Cn J O Ir W Q = w Z W 0 Q O U Z F— W LWL O a)o� O p � U m m C'7 C 0 U- W N JCq Q O CO j w J�O O 0 Q 1:w OJQ Umo O U E,S, P l VP��F WASy�.r� 54947 p S.-ONA L E� v CO Q U Q U c Z a�i Z N O > 2 � O O O 0 m N d Y O i N 0 o t a o 0 0 Q E o � t � .� m O � W fV � M r 000N � �d1fV N Qq >Q > Ln L f V Mm O a) N W U r Y �,t a) Z O s CV 0 CO 0 W Left Wall Elevation /e\Rear Wall Elevation Li z -- SCALE: NONE - - - SCALE: NONE u 12'-6" 16'-10" 3'-11" 1 7'-6" 1'-1" 1 1'-4" 1 40 � I ^ 154 L---- -------------------- 6" 6" SECTION 1 SECTION 2 POWERBOX POWERBOX CABINET CABINET SECTION 3 MAG MAG MAG WITH WITH POWERBOX VFC VFC VFC PANEL DP PANELS A AND & B CABINET WITH 161 161 161 HEAT TRACE LOW VOLTAGE UNL UNL DREM CO INDICATORS) DISPENSER 1 B 2B 3B DISCONNECTS 1 1 " 7" 6" 6" S P-CB MAG MAG M DATA INTERCOM ADD VFC VFC VF, ETHERNE7 GAS 661 B C16 STP ^ UNL UNL PRE °O 160 1 A 2A 3A ORANGE GENERAL 8"x 8" WIREWAY 159 156 N FINISHED FLOOR ol:�� CV O� Z_ I � w= U 3'-2" F L- 2 T W O 4 Z) � O �� Cn Z Q 000 J O O��U UQaQLL Z > Q W J > Z_ w `� W W a J O J LLJLLJ J O Z J CA O Q w � O U � U W O w LL O F- a) �aZZZw� Q o� O O U m m C W H L O U— E,S, P l VP� OF W A 5, •� 54947 p S.-ONA L E� v c of U N Z a> Z LL > � � � O N O O 0 � m N d Y o i E o � t � .� m O � O W fV M Q000N Qq Jc � N L\ >Q > Ln &. c L.0 +s f V Mm O a) N W U r Y �,t Q) N Z O s W 0 O "A:� Left Wall Elevation --- SCALE: NONE U-15 A-1 ORANGE GENERAL — 0 00 000 32 TF[I . I - � C �3 56 n IN -GROUND CAMERA PULLBOX. REFER TO SHEET E4. PVC CONDUITS - TO BE ROUTED BELOW FREEZE LEVEL CONDUIT RUN UNDER FUELING CONTRACTOR SCOPE OF WORK ENTRANCE EDP ROOM TO ELEC. ROOM #1 E.D.P. ROOM LOCATION SHOWN SCHEMATICALLY, CONTRACTOR TO DETERMINE ACTUAL LOCATION. WAREHOUSE CEILING MOUNTED A/C & HEATER UNIT SECTION 1 SECTION 2 SECTION 3 POWERBOX POWERBOX POWERBOX CABINET CABINET WITH CABINET WITH WITH PANELS A & B LOW PANEL DP AND HEAT VOLTAGE SEAL -OFFS TRACE DISPENSER WITHIN INDICATORS) DISCONNECTS SECTION SEAL-OFFSWITHIN SEAL -OFFS SHALL BE WITHIN HORIZONTAL SECTION SECTION TYPE SHALL BE SHALL BE ORIZONTAL HORIZONTAL TYPE TYPE oa 20 42 42 12 12G 18 12B12 INCOMING 30 19 12C 12J IF67 51 A THRU POWER TO MTS 31 26 21 12D 12 32 27 69 23 12 12L 51 M � Rear Wall Elevation - - - SCALE: NONE c� Right Wall Elevation --- SCALE: NONE 12:�� oz " Qw U u� ----- 50 60 70 71 I.S. ADDITIVE MAG MAG MAG N 34 120V CONTROLLER VFC VFC VFC r 23 U-14 A-1 0 75 13 4 Y173 I ARID UNL UNL PREM I z PERMEATOR 1 B 2B 3B w 71 PANEL _T 7 73 � � 4 I w i w MAG MAG MAG 4 I O A 54 58 0 0 �TP-CBS ADD VFC VFC VFC I " " " I 55 14 46 59 z z GAS I �� STP I U5 I DISC. 158 4 1A 2A 3A I g g ; GEN AL 00 5 34 I 23 9 39J 12 V I.S. I I I 34 13 41 8"x 8" WIREWAY 1 2 120V I.S. ' 0 8"x 8" WIREWAY I 75 39 39 11 36 38 42 35 57 I 58 ;< 7M96 66 1A 6A 66 7B 62 7A 67 8B 63 8A 34 13 41 39 9 43 37 52 42 33 29 4 56 53 54 55 14 46 59 41 8"x 8" WIREWAYI A 1 11 1 i T 465728 25 74 75 12F12 33 I I I I I I I cl� I I I I I I I SEALOFF (TYP.) I I , ---------------------------- -J-------- - - - -�- ----------------- ---------- -- I , II I L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I I I ---------------------------------- L -------------------------------------- I I I I I --------------- ------------------- -- ---------------------- ---- I II , ------------------ 43 21 ° 26 I I 47D ° 47 ° 29 i 47 ° 47 25 ' 12A O I 12D I ' 12G O I ' 121 O TRANS. 9 9 ' I 39 - 2 I �--- 9D - O8 I �--- 14 I �-- 20 I I I I I I 51A , 51D 51G ' 51K SUMP I l i O I l i O7 I � 13 1 1� 19 i i i i i l � , I FUEL PAD i i I i 30 30 SITE LIGHT I I I 9 12B O I I� - - 39 12- 1 O I 4_ g 12- 16 I I` - - 39 12L g l(l) 3/4„ C (3) #14 (1)! 3/4"C (2) #14 I 516 51E 51H 51L & (1) #12 GND & (1) #12 GND I O I; 9 I' 15 I 21 145 145 I I I I ' i 47 ° 27 i 47 ° I 47 47 ° i i FILL END 36 37 38 I I I III III 1 1— — I ' 12C O ' 12— O 12J 1$ ' 12 54 �o �° �o \� -- 9 — L-- 39 12-- 39J —-- 9 — 24 (1) 1 C (SEE NOTE 8) 51c O 51F 11 51J 17 51M 23 (1) WINDY CITY #FEP-18-02-OAS o �� N �� 53 ;,� TANK #4 ° &(1) #12 GND WITH SEAL-OFFSYz I , z Q 69 7 wJ I I (T-4)28 Q Y w w 'I , Ott ivvit Diu I WIRING LEGEND POWER CONDUIT POWER &CONTROL CONDUIT CAMERA/COMM. CONDUIT INTRINSICALLY SAFE CONDUIT DATA CONDUIT O INDICATES ITEM NUMBER ON MATERIALS LIST SEE DWG. T2-1 O INDICATES DISPENSER FUELING POSITION NUMBER J a� I Qz Q� (1) 1" C (SEE NOTE 8) (3) WINDY CITY #FEP-18-02-OAS 4__ 7 8 52 O D O C D O C & (1) #12 GND WITH SEAL -OFFS CONDUIT RUN SCHEMATIC FROM CONTROLLER ENCLOSURE NTS (1)3/4" C (SEE NOTE 8) TURBINE END (3) WINDY CITY #FEP-18-02-OAS (1) #12 GND WITH SEAL -OFFS D � Front Wall Elevation - - - SCALE: NONE 8x8 SECURITY PANEL T CD PRE -WIRED A/C RECEPTACLE WALL MOUNTED HEATER LIGHT SWITCH PRE -WIRED SHEET NOTES THERM STAT L 5 Q Q QQ U) co O Z p Ja � ca .2� v � 0)U W a LL Z W U J Q W l< CL W Q Z J `� LLJJ w O lil Z J UJ m W Z a) a = a LLJ z W 0 O Q oC Z W O O C)~ z o O U m m cr) 0 CV - w CV N o z 1 . ROUTE CONDUIT TO EQUIPMENT AS INDICATED. 2. ROUTE INCOMING SERVICE CONDUIT AND CONDUCTORS ON EXTERIOR OF CONTROLLER ENCLOSURE FROM GRADE TO UTILITY METER. REFER TO DETAIL D ON SHEET E3 FOR METER AND DISCONNECT LOCATION. 3. GENERAL CONTRACTOR TO TERMINATE CAMERA CONDUITS WITH PULL CORD BELOW CANOPY DECK INTO 4" OCTAGON NEMA 3R ELECTRICAL BOX. WIRE/CABLE FOR FINAL EQUIPMENT HOOKUP BY OWNER'S CAMERA CONTRACTOR. 4. CONDUIT FOR ESO, PHONE, OVERFILL ALARM AND ACKNOWLEDGEMENT SWITCH SHALL BE ROUTED ON THE INTERIOR OF THE CONTROLLER ENCLOSURE. CONDUIT AND WIRE PENETRATIONS THROUGH THE CONTROLLER ENCLOSURE WALL, SHALL BE SEALED WITH A POLYURETHANE SEALANT. 5. WALL MOUNTED EQUIPMENT LOCATIONS ARE FIXED AS SHOWN REGARDLESS OF CONTROLLER ORIENTATION. G.C. SHALL NOT MOUNT EQUIPMENT OTHER THAT WHAT IS SHOWN. 6. ALL CONDUIT ENTERING UNDERGROUND TANK AND DISPENSER SUMPS SHALL BE PLASTI-BOND ROBROY PVC COATED RIGID METALLIC CONDUIT (NO EXCEPTIONS). 7. ALL ABOVE GROUND CONDUIT BETWEEN SEAL -OFFS AND WIREWAYS SHALL BE THREADED RIGID GALVANIZED STEEL AND ALL ABOVE GROUND CONDUIT BETWEEN WIREWAYS AND ELECTRICAL DEVICES SHALL BE EMT. NO EXCEPTIONS. NO FLEX ALLOWED. 8. BOTTOM OF SEAL -OFF TO BE FLUSH WITH CURB AT POWERBOX CABINETS. 9. CONTRACTOR TO PULL ETHERNET TO DISPENSERS. TERMINATIONS BY COSTCO I.S. CONTRACTOR. 10. REFER TO NOTE #10 ON SHEET E1-0. 1 1 . NO TRIPLE STACKING OF CONDUIT IN NOT ALLOWED. ALL SEAL -OFFS SHALL HAVE CLEAR ACCESS. CONDUIT SCHEDULE CONDUIT CONDUIT PURPOSE CONDUIT FILL ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ CONDUIT CONDUIT CONDUIT FILL ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ CONDUIT CONDUIT PURPOSE CONDUIT FILL ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ CONDUIT CONDUIT PURPOSE CONDUIT FILL • • • • • • ■ • • • CONDUIT CONDUIT PURPOSE CONDUIT FILL # SIZE # SIZE # SIZE # SIZE # SIZE O (E)2" PHONE SERVICE TO EDP ROOM (1) 212AIR 'OUTDOOR RATED" PHONE WIRE, 16 (NOT USED) 31 1" POWER TO RECEPTACLES (2) #12 THWN, (1) #12 GND. 46 (E)3/4" ARID PERMEATOR LOOP POWER (3) #12 THWN & (2) #12 GND. 61 3/4" LOOP FOR POWER - UNLEADED 1A (3) #10 THWN, (1) #10 GND. O (E)2" SECURITY TO WAREHOUSE EDP ROOM FILL25# RULL OPE OWNERSGI.S. DEPT. 17 (NOT USED) 32 1" POWER TO RECEPTACLES (4) #12 THWN, (1) #12 GND. 47 (12) 1" CAMERA FEEDS TO COLUMNS (1) WINDY CITY IFEP-CAT5-COS (1) 112 GND. PER CAMERA 62 3/4" LOOP FOR POWER - UNLEADED 2A (3) #10 THWN, (1) #10 GND. O3 (E)1" EDP TO WHSE ELECTRICAL ROOM #1 (2) 18-2, (2) 18-6 18 (NOT USED) 33 2" UPS POWER CABLE PER MANUFACTURE RECOMMEDATION 48 (NOT USED) 63 3/4" LOOP FOR POWER - PREMIUM 3A (3) #10 THWN, (1) #10 GND. 4O 1" FIBER OPTIC - CONTROLLER ENCLOSURE TO TO EDP ROOM (1) TWELVE STRAND (5MM K JACKET OUTDOOR RATED) CORNING 012K8F-31130-29 OR EQUAL 19 (NOT USED) 34 3/4" ESO/VEEDER ROOT ALARM @ ENCLOSURE (2) #12 THWN, (1) #12 GND. 49 (NOT USED) 64 (NOT USED) O 3/4" LOOP TO 911 PHONE (2 PR) PHONE CABLE, (1) #12 GND. 20 (NOT USED) 35 1" PVC SPARE TO EDP ROOM 25# PULL CORD 50 3/4" CONTROLLER ENCLOSURE EQUIPMENT POWER (2) #12 THWN & (1) #12 GND 65 3/4" LOOP FOR POWER - UNLEADED 1 B (3) #10 THWN, (1) #10 GND. O6 1" UNLEADED TANK #1 TURBINE POWER (6) #10 THWN, (1) #10 GND. 21 1" AREA LIGHT POWER (2) #10 THWN & 1 #10 GND. 36 1" UNLEADED TANK #1 MONITORING DEVICES (5) WINDY CITY #FEP-18-02-OAS (1) #12 GND. 51 (12) 1" DISPENSER COMMUNICATIONS CABLING (3) WINDY CITY #FEP-CAT5-COS (1) #12 GND. 66 3/4" LOOP FOR POWER - UNLEADED 2B (3) #10 THWN, (1) #10 GND. O7 1" UNLEADED TANK #2 TURBINE POWER (6) #10 THWN, (1) #10 GND. 22 NOT USED 37 1" UNLEADED TANK #2 MONITORING DEVICES (5) WINDY CITY #FEP-18-02-OAS (1) #12 GND. 52 1" GAS ADDITIVE TANK MONITORING DEVICES (4) WINDY CITY #FEP-18-02-OAS (1) #12 GND. 67 3/4" LOOP FOR POWER - PREMIUM 3B (3) #10 THWN, (1) #10 GND. O8 1" PREMIUM TANK #3 TURBINE POWER (6) #10 THWN, (1) #10 GND. 23 1" POWER TO VEEDER ROOT (2) #12 THWN, (1) #12 GND. 38 1" PREMIUM TANK #3 MONITORING DEVICES (5) WINDY CITY #FEP-18-02-OAS (1) #12 GND. 53 (E)3/4" GAS ADDITIVE FLOW METER (1) WINDY CITY #FEP-18-02-OAS (1) #12 GND. 68 (NOT USED) Og (E)1" GAS ADDITIVE TANK #4 TURBINE POWER (2) #10 THWN, (1) #10 GND. 24 (2) 3" LOOP TO DISCONNECT (4) #4/0 THWN C.U. & 1#2/0 GROUND (PARALLEL) 39 (12) 3/4" DISPENSER SENSOR (1) WINDY CITY #FEP-18-02-OAS (1) #12 GND. 54 (E)3/4" GAS ADDITIVE SOLENOID VALVES CONTROL WIRING (4) #14 THWN + (1) #12 GND. (24V) 69 1" FUTURE EQUIPMENT 25# PULL CORD 10 (NOT USED) 25 1" SPARE POWER FILS 25# PULL CORD 40 (NOT USED) 55 (E)3/4" GAS ADDITIVE CONTROL PANEL POWER (2) #12 THWN + (1) #12 GND. 70 AIR VEEDER ROOT COMMUNICATION (1) CAT 5e 11 1" VENT SUMP MONITORING (1) WINDY CITY #FEP-18-02-OAS (1) #12 GND. (NEW) 26 (E)1" CANOPY LIGHTS (6) #10 THWN, (1) #10 GND. 41 (NOT USED) 56 2" CAMERA FEEDS TO PULLBOX (14) WINDYND CITY #FEP-CAT5-COS 71 3/4" ADDITIVE CONTROL RELAY (2) #12 THWN 12 (12) 1" DISPENSER POWER 5#12 THWN; 4#14 & 1#12 GND. 27 (E)1" CANOPY LIGHTS (6) #10 THWN, (1) #10 GND. 42 (2) 2" DISPENSER ETHERNET (36) WINDY MY #FEP-CAT5-COS (1) 112 GND. PER CONDUIT 57 3/4" POWER LOOP TO PHONE PANEL (2) #12 THWN, (2) #12 GND. 72 (NOT USED) 13 1" OVERFILL ALARM © ENCLOSURE (3) #12 THWN & (1) #12 GND. 28 1" CANOPY LIGHTS (6) #10 THWN, (1) #10 GND. 43 1" TRANSITION SUMP (1) WINDY CITY #FEP-18-02-OAS (1) #12 GND. 58 (E)1" ARID PERMEATOR POWER (3) #12 & (1) #12 GND. 73 AIR COMM TO V.R. - NETWORK CARD (1) CAT 5e 14 1" SPARE 25# PULL CORD 29 1" SPARE COMMUNICATION FILS 25# PULL CORD 44 (NOT USED) 59 (E)1" ARID PERMEATOR COMMUNICATION 25# PULL CORD 74 3/4" LOOP FOR POWER - GAS ADDITIVE E TURB (2) #10 THWN, (1) #10 GND. 15 (NOT USED) 30 (E)3/4" ESO TO DISPENSERS �(2) #12 THWN, (1) #12 GND. 45 (NOT USED) 60 3/4" CONTROLLER ENCLOSURE EQUIPMENT POWER �(2) #12 THWN & (1) #12 GND 75 1" HOOK SIGNALS FOR GAS AND ADDITIVE TURBINES �(8) #12 THWN, (1) #12 GND. ALL WIRE PULLS BY G.C. UNLESS OTHERWISE NOTED CONDUIT LEGEND • TURBINE POWER CONDUIT SHALL BE ROBROY PVC COATED RIGID METALLIC CONDUIT ENTIRE RUN (NO EXCEPTIONS). ■ WHERE ALLOWED PER JURISDICTION, USE RIGID SCHEDULE 40 PVC CONDUIT BETWEEN ROBROY PVC COATED RIGID METALLIC CONDUIT AND THE ROBROY PVC COATED RIGID METALLIC TRANSITIONS TO ABOVE GRADE AND FUELING SUMPS. < NEW WAREHOUSE, WIRE PULL BY OWNER I.S. GROUP, EXISTING WAREHOUSE ALL PULLS BY G.C. N R AIR NO CONDUIT, CABLE MOUNTED TO WALL O u_ W N Q o cn > OD O 0 Q 1:w J a UO)o O U E.S, P l \N, OF W A Sy •� 54947 p S'6NA L E� s of c U U z °D z N 0 � o O lcm, O N 0 Y o i O d 0 0 0 U < 0 V � O v W O i .� Im �W fV � M r. - coo N � -0O1fV N Qq L\ >Q > j c L-0 -I" m O V � a� un N 1�lt W r Y v I I I I X 0 0 m O _I u O _I ai 0 Ln N 0 N 0 N 0 N N E \ 0 N I N LLJ I 0 0 0 w Q X w T Q 0 0 U 0 N O N i 0 0 N E i Qo 0 Q0 0 0 0 co Q) HEAT PUMP 152 OUTDOOR UNIT 400AMP 400AMP 400AMP MANUAL METER AND I Q DISCONNECT TRANSFER I � CT'S SWITCH SWITCH I 152 VFFDER—R T O� - ,®----BALC-H-----VAPOR----� — — — --�---- I r--------------- CONTROLLERS PROCESSOR I I WALL I " 6FURRED OUT WALL I I IDF I HEATER I RACK WALL MOUNT O I c/) LIQUID LINE AND I VAPOR LINE FACTORY I Li_ _ _ I _ I J — INSTALLED L O ELECTRICAL ROOM o I I i CEILING MOUNTED z m A/C & H EA l ER UNIT FACTORY I INSTALLED I I/ I VIDED BY 19, =ACTURER I L—--------- -- —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — POWERBOX 400AMP LVD D AND 152 THERMOSTAJ' I MAIN PANEL SECTION 3 FUELING MANAGER SECTION 1 SECTION 2__/A i_'�A/C Unit Wiring Di --- SCALE: NTS ram WINDOW /P�1 \J EXTERIOR GFCI OUTLET WITH IN —USE COVER NEMA 3R )ISCONNECT SWITCH HVAC LINE CHASE )VERFILL ALARM 3 ACK SWITCH NOTES: 1. POWER CONDUITS TO RUN WITHIN CEILING ATTIC SPACE. 2. REFER TO MANUFACTURER CUT SHEETS FOR AIR CONDITIONING MANUFACTURER CUT SHEETS FOR LIQUID AND VAPOR LINE ROUTING. 3. REFER TO SHEET E2-2 FOR ELECTRICAL CONDUIT FILL. C O U- 2 T O 4 O_ Q 000 J_ � � U �aa Q� > z p < J H O Z Q Q Q � V U W O p W H W LL o O � U W N J Q O j DO J�O OpQ 1:w OJQ UO)o ( 0) Q O U E,S, P l VP� OF W A S1 •� 54947 p A L E� v c of U U C Z a> Z N O > 2 � � > 0 O N O O 0 m N d Y O i N 0CL 0 U Q V E v � t � .� M O � W fV � M r 000N N Qq C >Q L.0 +s f V M M O N a) N W U r Y �,t L_ (� Z O s CV 0 (� N W PANELBOARD 'DP' MAIN: 208/120VOLT,3-PH,4-WIRE & GND FEED TYPE: BOTTOM MAIN BREAKER: LUGS MOUNTING: WITHIN CABINET BUS: 1 SEC.: DOUBLE LUGS ENCL.: NEMA 1 BUS: 400 AMP MIN A.I.C. RATING: 10K LOAD VA LOAD DESCRIPTION OUTLETS CB / P 4t v Lu U ¢ a v CB / P OUTLETS LOAD DESCRIPTION LOAD VA M R L L R M 2402 UNLEADED #1A 1 30/3 1 A 2 30 / 3 1 PREMIUM #3A 2402 2402 - -- - - -- - - 3 B 4 ---- - ---------------------- 2402 2402 ------------------------------------------------- 5 C 6 ---- -- -- -- ----------------------------------------------- 2402 2402 UNLEADED #1B 1 30/3 7 A 8 30 / 3 1 PREMIUM #3B 2402 2402 ------------------------------------------------- 9 B 10 ---- -- -- -- ----------------------------------------------- 2402 2402 ------------------------------------------------- 11 C 12 ---- -- -- - ----------------------------------------------- 2402 2402 UNLEADED #2A 1 30/3 13 A 14 30 / 3 1 SPARE 2402 ------------------------------------------------- ---- 15 B 16 ---- -- -- -- ----------------------------------------------- 2402 ------------------------------------------------- ---- 17 C 18 ---- -- -- -- ----------------------------------------------- 2402 UNLEADED #213 1 30/3 19 A 20 30 / 3 1 SPARE 2402 ------------------------------------------------- ---- 21 B 22 ---- -- -- -- ----------------------------------------------- 2402 ------------------------------------------------- ---- 23 C 24 ---- -- -- -- --- ------------------------------------------ 960 ARID PERMEATOR 1 20/3 25 A 26 20/2 1 GAS ADDITIVE #4 960 960 ------------------------------------------------- ---- 27 B 28 ---- -- -- -- ----------------------------------------------- 960 960 ------------------------------------------------- ---- 29 C 30 20/2 1 SPARE SPACE 31 A 32 ---- -- -- -- --- ------------------------------------------ SPACE 33 B 34 SPACE SPACE 35 C 36 SPACE 4800 SUB -FEED FOR PANEL "B" 100 / 3 37 A 38 225 / 3 SUB -FEED FOR PANEL "A" 6570 4800 ------------------------------------------------- I ---- 39 B 40 ---- -- -- -------------------------------- 1 7720 4800 ------------------------------------------------- 41 C 42 ---- -- -- -------------------------------- 5750 PHASE A B C PANEL TOTAL PANEL LOCATION: POWERBOX CABINET FED BY: UTILITY PHASE TOTAL CONNECTED VA: 27702 28852 25922 82.5 KVA CONTINUOUS LOAD @125%: (0) 0 0 0 0.0 KVA NOTE: 100.0% (NET GEN. REC. DEMAND FACTOR) KITCHEN EQUIP. @ 100% (0) 0 0 0 0.0 KVA LARGEST MOTOR @125%: (7206) 3003 3003 3003 9.0 KVA HVAC @ 100% (0) 0 0 0 0.0 KVA GEN. RECEPT. DEMAND (0) 0 0 0 0.0 KVA REMAINING @100% 25300 26450 23520 75.3 KVA PANEL TOTAL W/ DEMAND: 28303 29453 26523 84.3 KVA FULL LOAD AMPS: 236 245 221 233.9 AMPS PANELBOARD 'A' MAIN: 208/120VOLT,3-PH,4-WIRE & GND FEED TYPE: BOTTOM MAIN BREAKER: LUGS MOUNTING: WITHIN CABINET BUS: 1 SEC.: SINGLE LUGS ENCL.: NEMA 1 BUS: 225 MIN A.I.C. RATING: 1OK LOAD VA LOAD DESCRIPTION OUTLETS CB / P 4t v uj U Q a v CB / P OUTLETS LOAD DESCRIPTION LOAD VA MTRFL L R M 2640 UPS SYSTEM 4 30/1 1 A 2 30/3 SURGE DIVERSION 10 1800 CANOPY LIGHTS 6 20/1 3 B 4 ---- -- -- -- -------------------------------- 10 1800 CANOPY LIGHTS 9 20/1 5 C 6 ---- -- -- -- -------------------------------- 10 SPARE 20/1 7 A 8 20/1 1 SPARE 120 SPARE 20/1 9 B 10 25/2 CONTROLLER ENCLOSURE AC/HEAT 1340 SPARE 20/1 11 C 12 ---- -- -- -- - 1340 700 TANK PAD AREA LIGHT 1 20/1 13 A 14 20/1 4 GENERAL RECEPTACLES 720 800 CANOPY/ SECURITY LIGHTS 8 20/1 15 B 16 20/1 2 CONTROLLER ENCLOSURE LIGHTS 720 800 CANOPY/ SECURITY LIGHTS 6 20/1 17 C 18 20/1 LIGHTING CONTROL POWER 240 SPARE 1 30/2 19 A 20 20/2 WALL HEATER 1500 ------------------------------------------------- ---- 21 B 22 ---- ------------------------------------------------- 1500 SPARE 1 30/2 23 C 24 15/2 CONTROLLER ENCLOSURE AC/HEAT 850 ------------------------------------------------- ---- 25 A 26 ---- -- -- -- -------------------------------- 850 SPARE 1 30/2 27 B 28 SPACE --------- ---- 29 C 30 30/2 SPARE SPARE 20/1 31 A 32 ---- -- -- -- -------------------------------- SPARE 20/2 33 B 34 20/1 4 GENERAL RECEPTACLES 720 ---------------------------------------- - ---- - ---- 35 C 36 SPACE SPACE 37 A 38 SPACE SPACE 39 B 40 SPACE SPACE 41 FC 42 SPACE PHASE A B C PANEL TOTAL PANEL LOCATION: POWERBOX CABINET FED BY: PANEL "DP" PHASE TOTAL CONNECTED VA: 6540 6890 5040 18.5 KVA CONTINUOUS LOAD @125%: (6280) 150 4150 3550 7.9 KVA NOTE: 100.0% (NET GEN. REC. DEMAND FACTOR) KITCHEN EQUIP. @ 100% (0) 0 0 0 0.0 KVA LARGEST MOTOR @125%: (0) 0 0 0 0.0 KVA HVAC @ 100% (4380) 850 1340 2190 4.4 KVA GEN. RECEPT. DEMAND (4080) 3360 720 0 4.1 KVA REMAINING @100% 2210 1510 10 3.7 KVA PANEL TOTAL W/ DEMAND: 6570 7720 5750 20.0 KVA FULL LOAD AMPS: 55 64 48 55.6 AMPS PANELBOARD 'B' MAIN: 208/120VOLT,3-PH,4-WIRE & GND FEED TYPE: BOTTOM MAIN BREAKER: LUGS MOUNTING: WITHIN CABINET BUS: 1 SEC.: SINGLE LUGS ENCL.: NEMA 1 BUS: 100 AMP MIN A.I.C. RATING: 10K LOAD VA LOAD DESCRIPTION OUTLETS CB / P v� L Q v CB / P OUTLETS LOAD DESCRIPTION LOAD VA M R L L R M 960 DISPENSER #1 (FUEL POSITION 1/2) 20/1 1 A 2 2011 DISPENSER #2 (FUEL POSITION 3/4) 960 960 DISPENSER #3 (FUEL POSITION 5/6) 20/1 3 B 4 2011 DISPENSER #4 (FUEL POSITION 7/8) 960 960 DISPENSER #5 (FUEL POSITION 9/10) 20/1 5 C 6 20/1 DISPENSER #6 (FUEL POSITION 11112) 960 960 DISPENSER #7 (FUEL POSITION 13/14) 20/1 7 A 8 20/1 DISPENSER #8 (FUEL POSITION 15/16) 960 960 DISPENSER #9 (FUEL POSITION 17/18) 20/1 9 B 10 20/1 DISPENSER #10 (FUEL POSITION 19/20) 960 960 DISPENSER #11 (FUEL POSITION 21/22) 2011 11 C 12 2011 DISPENSER #12 (FUEL POSITION 23/24) 960 SPARE 2011 13 A 14 2011 SPARE SPARE 2011 15 B 16 2011 SPARE SPARE 20/1 17 C 18 20/1 SPARE SPARE 20/1 19 A 20 20/1 SPARE SPARE 2011 21 B 22 2011 SPARE SPARE 2011 23 C 24 2011 SPARE SPACE 25 A 26 SPACE SPACE 27 B 28 SPACE SPACE 29 C 30 SPACE PHASE A B C PANEL TOTAL PANEL LOCATION: POWERBOX CABINET FED BY: PANEL DP PHASE TOTAL CONNECTED VA: 3840 3840 3840 11.5 KVA CONTINUOUS LOAD @125%: (11520) 4800 4800 4800 14.4 KVA NOTE: 100.0% (NET GEN. REC. DEMAND FACTOR) KITCHEN EQUIP. @ 100% (0) 0 0 0 0.0 KVA LARGEST MOTOR @125%: (0) 0 0 0 0.0 KVA HVAC @ 100% (0) 0 0 0 0.0 KVA GEN. RECEPT. DEMAND (0) 0 0 0 0.0 KVA REMAINING @100% 0 0 0 0.0 KVA PANEL TOTAL W/ DEMAND: 4800 4800 4800 14.4 KVA FULL LOAD AMPS: 40 40 40 40.0 AMPS EXISTING UTILITY VAULT OR POLE BY POWER COMPANY EXISTING PAD MOUNTED TRANSFORMER BY UTILITY COMPANY 3/4" x 10' COPPER CLAD STEEL GROUND. ROD. TEST TO CONFIRM 25 OHM MAXIMUM RESISTANCE, IF NOT ACHIEVED ADD SECOND GROUND ROD (2) 3" C, (4) #4/0 THWN -\ C.U. + (1) #2/0 C.U. GND (PARALLEL) NEMA 3R, 400A, METER SOCKET MOUNT ON EXTERIOR WALL OF CONTROLLER ENCLOSURE EUSERC COMPLIANCE 65,000 AIC SQ D r---------- I I I I I I I I (4) #4/0 THhN C.U. I (1) #2 GND C.U. u -DP- 42 SPC 120/208 LUGS Q ONLY N N Q O O TO UTILITY SERVICE BY POWER COMPANY (SEE E-1.0) FAULT CURRENT 22,000 A.I.C. CONTRACTOR TO INSTALL (2)-5" UNDERGROUND PVC CONDUIT (SCHEDULE 80) AS REQUIRED BY POWER COMPANY. (EXACT LENGTH AS PER PLAN.) CONTRACTOR TO INSTALL UTILITY PAD MOUNT TRANSFORMER VAULT WITH CONCRETE PAD MINIMUM OF 10' FROM CONTROLLER ENCLOSURE AND/OR AS DIRECTED BY POWER COMPANY. #2 COPPER GROUND WIRE. (2) 3" C, (4) #4/0 THWN C.U. + (1) #2/0 GND (PARALLEL) NEMA 3R, 400A, 400A BUSSMAN FUSE (TYPE RK-1) HEAVY DUTY SERVICE DISCONNECT SWITCH MOUNTED ON WALL OF CONTROLLER ENCLOSURE SQ D 169 CONCRETE ENCASED GROUNDING ELECTRODE. SEE DETAIL "C" THIS SHEET. NEMA 3R, 400AMP, 4-POLE, MANUAL OO F NITS - TRANSFER SWITCH ----------7 PROVIDED BY p I OWNER AND I INSTALLED BY G.C. I (2) 3" C, (4) #4/0 THWN C.U. + (3) #2/0 GND (PARALLEL) I SURGE GND. NEUT. 15Y5ILM ISOLATED GND. �r_'Nln -A- I 42 SPC -13- 120/208 30 SPC � LUGS 120/208 I ONLY SUB FEED I CONNECTED LOAD = 84.31KVA (2)3"C, (4) #4/0 THWN C.U. + (3) #2/0 GND (PARALLEL) CONTROLLER ENCLOSURE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J (4) #1 THWN C.U. (1) #4 GND C.U. 'a Single Line Di --- NOT TO SCALE Not Used NOT TO SCALE: GROUNDING ELECTRODE CONDUCTOR TO MAIN PANEL GROUNDING ELECTRODE CONCRETE FOUNDATION ram CONDUIT TO TERMINATE AT DISCONNECT. BOLT -TYPE CONNECTION DEVICE OR EXOTHERMIC WELD NON-METALLIC PROTECTIVE SLEEVE a U. TERMINALS ARE PROVIDED TO ALLOW THIS CIRCUIT TO BE WIRED THROUGH AN EXTERNAL UNINTERRUPTIBLE POWER a 4 a a 4 SW-1. CIRCUIT IS WIRED THROUGH STAGE #1 OF THE MANUAL SWITCHES. #4 AWG OR LARGER 3' MINIMUM PER \\j///// ////�j///////////////// BARE COPPER SW-2. CIRCUIT IS WIRED THROUGH STAGE #2 OF THE MANUAL SWITCHES. STEEL R E BAR CONDUCTOR OR STEEL REINFORCING BAR OR LC L. LONG CONTINUOUS LOAD. DIRECT CONTACT WITH EARTH ROD NOT LESS THAN 1/2 INCH DIAMETER 20' MINIMUM TRIP SNOW MELTING EQUIPMENT REQUIRES THE USE OF 30-ma GROUND FAULT PROTECTION PER NEC CODE AND EQUIPMENT MANUFACTURER INSTALLATION SPECIFICATIONS. USE SQUARE D Q0120EPD BREAKERS OR EQUAL. THESE BREAKERS ARE TO BE PROVIDED BY THE INSTALLING CONTRACTOR. 0 WITH EARTH Section Cut SCALE: NTS Not Used Elevation Detail D SCALE: NTS --- -17 r Co 0 00 .F owc�� 0)U 41) C)LL Q Q Q = Z Z cf)< J w W Q � J w Cn O ck�w J Q Z a J CA Q Z w Q C o Z v w 0 O z CD U) a Q a W Lu CD 0 p C) � U m ao cy) CD CV -, cv CV 6 z L O U- E,S, W A ,p 54947 s F0l STERN" �!ONA L E� 0 +� N CO o Q U Q v z z o > '1 0 O O C, m N W m ) , 3 O a� o a o V E M 73 .�o W N a) M (A 000N :3 N dlN L\ >Q > j a-,' f V cMa O r- � a� N W U r Y c Electrode Groundin Detail --- SCALE: NONE z N w (o - - - NOT TO SCALE: ❑a NOTE: ALL TRANSITIONS FROM UNDERGROUND PVC CONDUITS TO THE CANOPY COLUMNS SHALL BE PLASTI-BOND ROBROY PVC COATED RIGID METALLIC CONDUIT (NO EXCEPTIONS). VERTICAL AND HORIZONTAL RUNS ABOVE SEAL -OFFS AND WITHIN THE CANOPY WRAP SHALL BE RIGID EMT CONDUIT WITH COMPRESSION FITTINGS. CONDUIT AND CABLE INSTALLATION ON CANOPY TO MEET ELECTRICAL CODE REQUIREMENTS FOR WET LOCATIONS. WIRING PENETRATIONS TO THE CANOPY COLUMN IS NOT PERMITTED. NOTE: NIGHT TIME SECURITY CONSIDERATIONS WHEN FACILITY IS NOT OPEN CIRCUIT A-15, A-17 SHALL PROVIDE THE SECURITY LIGHTING. THE FASCIA LIGHTING SHALL BE WIRED TO THE SAME CIRCUIT. NOTE: HOME RUN LOCATIONS SHOWN ARE TYPICAL. CONTRACTOR RESPONSIBLE FOR SITE SPECIFIC LOCATIONS. NOTE: ALL CANOPY LIGHTING CONDUITS SHALL BE ROUTE BELOW THE CANOPY DECK AND HIDDEN WITHIN THE CANOPY SUPPORTS. PENETRATIONS OF THE CANOPY DECK IS NOT PERMITTED. 0 ►z� r 3 ❑3 ►z. ►z. ►z. 0 o� ❑3 Existing Keynotes ❑1 DISCONNECT WIRING AND REMOVE EXISTING LSI RICHMOND LIGHT FIXTURE. ❑ NOT USED Ffl DISCONNECT WIRING AND REMOVE EXISTING SIGN LIGHT FIXTURES. 4 EXISTING CAMERA LAYOUT ❑4 EXISTING CAMERA LOCATIONS SHALL REMAIN. CAMERA #1 - POINTS TO FUEL POSITIONS 1 AND 2 CAMERA #2 - POINTS TO FUEL POSITIONS 3 AND 4 CAMERA #3 - POINTS TO FUEL POSITIONS 5 AND 6 CAMERA #4 - POINTS TO FUEL POSITIONS 7 AND 8 CAMERA #5 - POINTS TO FUEL POSITIONS 9 AND 10 CAMERA #6 - POINTS TO FUEL POSITIONS 11 AND 12 CAMERA #7 - POINTS TO FUEL POSITIONS 13 AND 14 CAMERA #8 - POINTS TO FUEL POSITIONS 15 AND 16 1 Existing Cano - - - SCALE: 1 "= 10'-0" Lighting and Camera Plan C z� SYMMETRIC LED LIGHT FIXTURE (TYP-33)� ME �7 I� DAB O A-5 NEW CANOPY EXISTING CANOPY n 0 POINTS TO 1 2 D TANK PAD (aD 1 2 —3 21 4 179 3 A-3 O �� 22 4 A-3 A— � CC2 Q2) 1 2 C1XD A-15 I A-17 A-15 1 2 1 2 A-3 15 4 179 » qZ-3 i O� 3 �g 2A-3 (DC2 (D(:D A-17 A-15 A-17 rn � 2. OT Q A— O 4 179 >> AZ-5 O 0> �L___j A-5 10 A-5 12 2 � � Z D 2 1 2 (DC2 A-15 A-17 A-15 C1XD 1 2 A3 5 4 179 O �5 O O A-5 6 rl 21 1 2 0 A-17 New Keynotes O1 INSTALL NEW LED LIGHT (PER LIGHTING SCHEDULE) AND RECONNECT WIRING PER THE NEW CIRCUIT NUMBER. O2 PROVIDE BEAUTY PLATES FOR THE LSI RICHMOND OPENING. O3 INSTALL NEW LED SIGN LIGHT (PER LIGHTING SCHEDULE). EXTEND CONDUIT AND WIRING TO NEW SIGN LIGHT LOCATION. O NEW CAMERA LOCATIONS. REFER TO CAMERA LAYOUT FOR CAMERA REASSIGNMENT. O5 INSTALL NEW LED LIGHT (PER LIGHTING SCHEDULE) AND EXTEND WIRING PER THE NEW CIRCUIT NUMBER. J 175SIGN LIGHTER, CENTER OVER SIGN. (TYP-2 LOCATIONS) LUMINAIRE SCHEDULE SYMBOL QTY ARRANGEMENT LUMENS LLF DESCRIPTION INPUT WATTS � 33 SINGLE 13636 1.000 MODEL N0. CPY250—B—DM—F—B—UL—WH 96 6 TRIPLE 2600 .000 IMODEL N0. LFL-3—DO—UL—WH 18 � 2� New Canopy Lighting and Camera Plan --- SCALE: 1 "= 10'-0" NOTE: ALL TRANSITIONS FROM UNDERGROUND PVC CONDUITS TO THE CANOPY COLUMN SHALL BE PLASTI-BOND ROBROY PVC COATED RIGID METALLIC CONDUIT (NO EXCEPTIONS). VERTICAL AND HORIZONTAL RUNS ABOVE SEAL -OFFS AND WITHIN THE CANOPY WRAP SHALL BE RIGID EMT CONDUIT WITH COMPRESSION FITTINGS. CONDUIT AND CABLE INSTALLATION ON CANOPY TO MEET ELECTRICAL CODE REQUIREMENTS FOR WET LOCATIONS. WIRING PENETRATIONS TO THE CANOPY COLUMN IS NOT PERMITTED. NOTE: HOME RUN LOCATIONS SHOWN ARE TYPICAL. CONTRACTOR RESPONSIBLE FOR SITE SPECIFIC LOCATIONS. NOTE: CAMERA LAYOUT SHOWN IS TYPICAL. CONTRACTOR RESPONSIBLE FOR ACTUAL CAMERA LAYOUT TO MEET SITE SPECIFIC OWNER COVERAGE REQUIREMENTS AS NOTED. CAMERA INSTALLATION NOTES: 1.) G.C. TO TERMINATE CAMERA CONDUIT RUNS AT CAMERA LOCATIONS WITH NEMA 3R 4" ROUND OR 4" OCTAGON J-BOXES MOUNTED FLUSH WITH THE COLUMN WRAPS FOR CAMERA MOUNTING. G.C. TO RUN CONDUIT AND CAT5e TO IDF RACK. FINAL CONNECTIONS BY OWNER'S CAMERA CONTRACTOR. 2.) CAMERA VIDEO FEEDS BY OWNER'S G.C. CONTRACTOR MUST BE CONTINUOUS FROM CAMERA LOCATIONS TO IDF RACK TERMINATION BOX AT CONTROLLER ENCLOSURE. NEMA 3R ENCLOSURE IS USED FOR A PASS THROUGH POINT ONLY. NO SPLICING OF CAMERA FEEDS ARE PERMITTED. CAT 5e CABLES MUST BE RATED FOR OIL AND WET LOCATIONS. TERMINATIONS BY OWNER'S CAMERA CONTRACTOR. 3.) CAMERA CAT 5e VIDEO FEED CABLES (WINDY CITY #FEP-CAT5-COS) FROM THE CAMERAS SHALL BE RUN TO THE NEMA 3R ENCLOSURE. CONDUIT AND CABLES BY G.C.. TERMINATIONS BY OWNER'S CAMERA CONTRACTOR 2 T O 4 p o_ Z Q � J o Q O U z Q Q LQL H -J Q = Q > Z w O p Q J J � O J LLJ O 0 w z U w O CD L: zwpU W W o O co U m 0 CV \ N N N o H Z O LL W Q o �;_OD �pQ 1:w �: �z2 J Q U0)o (n 0 Q O U E,S, P l VP� OF W A Sy •� 54947 p �� STER� S._161VA L E� v U U Z a> Z N O 2 > > O O 0 JC d C C Y O i O o t a O 0 U Q O _ v � t � .� Im M W N O4 NEW CAMERA LAYOUT Q CAMERA #1 - POINTS TO FUEL POSITIONS 1 AND 2 coo c N N CAMERA #2 - POINTS TO FUEL POSITIONS 3 AND 4 Q Qq CAMERA #3 - POINTS TO FUEL POSITIONS 5 AND 6 r Ln CAMERA #4 - POINTS TO FUEL POSITIONS 7 AND 8 i CAMERA #5 - POINTS TO FUEL POSITIONS 9 AND 10 co V N CAMERA #6 - POINTS TO FUEL POSITIONS 11 AND 12 CAMERA #7 - POINTS TO FUEL POSITIONS 13 AND 14 CAMERA #8 - POINTS TO FUEL POSITIONS 15 AND 16 CAMERA #9 - POINTS TO FUEL POSITIONS 17 AND 18 CAMERA #10 -POINTS TO FUEL POSITIONS 19 AND 20 CAMERA #11 -POINTS TO FUEL POSITIONS 21 AND 22 CAMERA #12 -POINTS TO FUEL POSITIONS 23 AND 24 CAMERA #13 -POINTS TO TANK PAD CAMERA #14 -POINTS TO CONTROLLER ENCLOSURE DESCRIPTION ('ANot Used --- NOT TO SCALE: INSTRUCTIONS: NOTE: WHEN TEMPERATURE IS BELOW 50°F (100C), KEEP RESIN IN A WARM PLACE PRIOR TO MIXING (e.g., IN AN INSIDE POCKET NEXT TO BODY). 1. REMOVE GUARD BAG, USING CAUTION NOT TO DAMAGE INNER BAG. 2. GRIP BOTH EDGES OF BAG AT THE CENTER BARRIER, WHILE YOU FLEX AND WRINKLE THE BAG ACROSS THE BARRIER, THIS WILL WEAKEN THE BARRIER. 3. SQUEEZE THE CLEAR SIDE OF THE RESIN, FORCING THE RESIN THROUGH THE CENTER BARRIER. 4. MIX THOROUGHLY TO A UNIFORM COLOR BY SQUEEZING CONTENTS BACK AND FORTH 25-30 TIMES. 5. SQUEEZE RESIN TO ONE END OF BAG, AND CUT—OFF OTHER END. 6. SLOWLY INSERT CONNECTION INTO SEALING PACK UNTIL IT FITS SNUGLY AGAINST THE OPPOSITE END. 7. TWIST OPEN END OF BAG AND USE TIE WRAP TO CLOSE IT OFF, OR WRAP OPEN END OF BAG WITH VINYL ELECTRICAL TAPE AND POSITION THE TAPED END UP UNTIL THE RESIN JELLS. OUT TO CONSOLE D SENSOR/PROBE ZIP TIE KET TO BE SEALED INSIDE THE RESIN I\LJIIV U/-lV THIS DRAWING DESCRIBES THE INTRINSICALLY SAFE EQUIPMENT AND ASSOCIATED APPARATUS THAT TOGETHER FORM AN INTRISICALLY SAFE SYSTEM. TLS-450 PLUS CONSOLES ARE IDENTIFIED BY FORM NUMBERS 8600. A TLS-450 PLUS CONSOLE CANNOT I I.S. TERMINAL BE CONNECTED IN PARALLEL WITH ANOTHER TLS-450 PLUS OR ANY OTHER ASSOCIATED APPARATUS. I (CONSOLE) F- —1 TLS-450 PLUS CONSOLES AND OPTIONAL EXPANSION BOXES MUST BE INSTALLED IN INDOOR NON -HAZARDOUS AREAS. TLS-450 PLUS CONSOLE AC POWER INPUT CONNECTOR 120/240 Vac, 50/60 Hz, 2A maximum OVERFILL ALARM RELAY CONNECTOR 120/240 Vac, 2A maximum CIRCUIT BREAKER PANEL Um <= 250 V rms or 250 V do EARTH GROUND AC LINE AC GROUND AC NEUTRAL POWER RELAY �#1 OVERFILL ALARM AND OVERFILL ALARM AND <NOWLEDGEMENT SWITCH ACKNOWLEDGEMENT SWITCH AT VENT STACK AT CONTROLLER ENCLOSURE o 1® ® I/O Module USIA Module USM Module USIA Module WARNING I o 0 0 16 0 HIGH VOLTAGE UNDER THIS COVER. DISCONNECT I I j L4�4J y �❑3 _ 14 jj L4�4J + 15 ow + ALL POWER BEFORE �} I# + 01-- +: 0@-- IIIj + REMOVING I I ®❑ �f _ + z _ 13 + 2 pit + z wx 0 +�# + n� + +�� + z4 arN {j + , � �! + ,, 77 �! + , 11 _ + ❑ M + ❑ �j�, + 7 IN `.1 0 I' ® ID $ lh U/N POWER III I�[��I II \III �� ®I] LYVJ j�,j II(0)11 ® + ❑� LLYYYVJJ j�jI II(Y)II ® + ❑2 LLYY44JJ j��, - II(0)II ® + 2 I14+��rI1 O NO ❑ + ❑ - + ❑ - _ + REUY 1 2 3 4 5 � � � � p 2 U U �r F.s. I I.S. I I.s. 450 PLUS CONSOLE COMM MODULES PERMISSABLE SLOT(S) SITEFAX MODEM MODULE 1, 2 OR 3 USB/WIRELESS MODULE 5 ONLY ETHERNET INTERFACE MODULE 4 ONLY SINGLE SERIAL PORT MODULE 1, 2 OR 3 DUAL SERIAL PORT MODULE 1, 2 OR 3 ELECTRONIC DISPENSER INTERFACE MODULE (EDIM) 1, 2 OR 3 CURRENT LOOP DISPENSER INTERFACE MODULE (CDIM) 1 , 2 OR 4 NOTE: Limited single port capability in slot 3. INTRINSICALLY —SAFE AREA BAY 1 BAY 2 BAY 3 15 PACE 14 PAC E 13 PACE 12 REM #1 HOOK OUT 11 JNL. #2 HOOK OUT 10 NL. #1 HOOK OUT 9 SPACE 8 ISPACE 7 PREM #1 HOOK IN 6 UNL. #2 HOOK IN 5 UNL. #1 HOOK IN 4 NOT USED 3 NOT USED 2 NOT USED 1 NOT USED MODULE TYPE: US 1/0 15 PREM. UNL TURB 14 PREM. UNL FILL 13 PREM. UNL ANNULAR 12 REG. UNL B TURB 11 REG. UNL B FILL 10 REG. UNL B ANNULAR 9 REG. UNL A TURB 8 IREG. UNL A FILL 7 REG. UNL A ANNULAR 6 SPACE 5 SPACE 4 ATG - GAS ADDITIVE 3 ATG - PREM. UNLEADED 2 ATG - REG. UNLEADED B 1 ATG - REG. UNLEADED A MODULE TYPE: USM } } Veeder Root Console I I I I I i 15 DISPENSER 1 /2 14 SPACE 13 SPACE 12TRANSITION SUMP#1 11 VENT SUMP 10 DPLLD GAS ADDITIVE 9 DPLLD PREM. UNL. #1 8 DPLLD REG. UNL. #2 7 DPLLD REG. UNL. #1 6 SPACE 5 SPACE 4 SPACE 3 SPACE 2 GAS ADDITIVE SUMP 1 ADDITIVE ANNULAR MODULE TYPE: USM BAY 4 15 S PAC E 14 SPACE 13 SPACE 12 SPACE 1 1 DISPENSER 23 24 10 DISPENSER 21 22 9 DISPENSER 19 20 8 DISPENSER 17 18 7 DISPENSER 15 16 6 DISPENSER 13 14 5 DISPENSER 1 1 /12 4 DISPENSER 9/10 3 DISPENSER 7/8 2 DISPENSER 5/6 1 IDISPENSER 3/4 MODULE TYPE: USM NOTE: VEEDER-ROOT CONSOLE SHIPPED TO SITE Module Configuration PRE-PROGRAMMED BY OWNERS START-UP TECH. + u L- —1 W CLASS I, DIVISION 1, GROUP D CLASS I, ZONE 0, GROUP IIA HAZARDOUS LOCATION INTRINSICALLY SAFE (I.S.) APPARATUS BLACK MAGNOSTRICTIVE PROBES - 84639X-XXX, 85639X-XXX MAG SUMP SENSOR - 857080-XXX ISD FLOWMETER - 331847-XXX, 332374-XXX ISD PRESSURE SENSOR - 861190-XXX DPLLD - 8590XX-XXX WHITE DISCRIMINATING DISPENSER PAN - 794380-322 DISCRIMINATING CONTAINMENT SUMP - 794380-352 INTERSTITIAL - 7943XX-40X SUMP - 7943XX-20X HYDROSTATIC - 7943XX-30X POSITION SENSITIVE - 7943XX-323 POSITION SENSITIVE STEEL TANK - 7943XX-333 STEEL TANK - 7943XX-4XO OIL/WATER SEPARATOR SENSOR - 7946XX-XXX LEGEND 0 - DENOTES A FIELD WIRING CONNECTION INSIDE A WEATHERPROOF JUNCTION BOX ♦ - DENOTES A CONDUIT SEAL -OFF 0 - DENOTES RIGID CONDUIT DENOTES INTRINSICALLY SAFE WIRING L H � O co p co >- 0 Z Q 00 J w � Q 3: � Q co> Z Z O Q J O U w Z Q a) O=°CO UU p O /OM w C , w o LL po O w U w w Q 0 (1� j OD J0 � OpQ =w� 0JQ U0)0 () 0 Q O U S. P l VPXX OF W A Sy •� 54947 F��ST01 - /V L E� B Veeder Root Splicing Detail - - - NOT TO SCALE: G Veeder Root Console Module Configuration - - - NOT TO SCALE: o N U U)o z z 2 RISER/CONDUI (TYP. WIREVlJ I " ')IA. (AT CONDUIT) AND )IA. (AT RISERS) UND CLAMP. ....'G BARE COPPER GROUND WIRE. TERMINAL CONNECTION AT CLAMP. #6 CO SOLID BARE 1" DI GROUND (SEE NOTE )IAM ETER UND CLAMP OF 2) 3OND TO CONDUIT VVI I H I UNUUINUINU ULAW' HINU NUU I L VVINL 1 U I /2"x1 0' SOLID COPPER GROUND ROD OUTSIDE TANK HOLE. GROUND ROD TO BE INSTALLED IN NATIVE SOIL. CAD WELD GROUND WIRE TO GROUND ROD. CAD WELD CONNECTIONS FROM THE TWO ADDITIONAL TANKS TO THE MAIN GROUNDING WIRE ROUTED TO THE GROUND ROD. � � OmO 124 d Y o i e, o t a O E o • i � t � IM O .0 W fV � M < co N -0 N Or) Q N Qq L\ Ln Ul) M M O 2-0W a� N U r Y I I I I X 0 0 c Not Used (D) Ground Clamp Detail (E) Static Grounding Detail (F) Not Used m z o � w t --- NOT TO SCALE: --- NOT TO SCALE: --- NOT TO SCALE: --- NOT TO SCALE: o � 24" IM PANEL DP 90" 42" �Ia CI • nterior View 24" EM r.1 '.Its ■ _: ■ :.. All r ,r °m °m nor■' 90" 24" 42" 24" O O O O o ° •� SOUARE D COMPANY ° o o 0 oo __ O PANEL o A PANEL DP p p p w z w o- O O 77aD ff ® oo O PANEL B m O O O O o o front View L Powerbox Cabinet / Component Overview NOT TO SCALE r- O 0 CV N N � N Z L O U- 2 T O 4 J Q 000 J_ Q O U W Q LL 0 Q � X > Z_ O Q J m W � O W Z Q Q 0 U p O W W H � m o O 3 U E,S, 01 W A S11/ 54947 p S�6NA L E� v c O of U U Z of Z N O 2 m > O N O O 0 � m N d c c Y o of O d O 0 0 U Q 0 V V YI ^L W D i • — Im W N � M 000N � N OF) Q N Ln � +s N Mm O V a) N W r Y � I I I I X O m O I I I 0 I 6 U U) a 0 N O N rn ai E aD 0 w I Q0 0 cD O E Q X w T Q O C O U O N O N U C U 6 L U N CD / co co O O co 120/208 VOLT COLOR CHART STANDARD EM01 DISPENSER CONTROL WIRING UGHPNG CONTROL MRING GENERAL NOTES FOR LIGHTING CONTROLS: 1 - OVERCURRENT PROTECTION FOR EACH LIGHTING CIRCUIT IS PRE -INSTALLED BY THE MANUFACTURE OF THE POWERBOX. 2 - CONTROL FUSE "L1" FOR LIGHTING CONTROL POWER MUST BE "5 AMPS". REPLACE WITH THE SAME TYPE RATING AND FUSE. 3 - OUTDOOR LIGHTING SHALL BE CONTROLLED BY TIMER SWITCH. LIGHTING CONTROL EQUIPMENT SHEET EQUIPMENT VOLTS CONTACTOR PANEL OUT TF NUMBER AMPS CIRCUITS PUT 1 SPARE 120 N/A A_5 L1 30 SW-1 3 120 4 SPARE 120 5 SPARE 120 N A 6 SPARE 120 N A 7 SPARE 120 L2 30 N A SW-1 8 SPARE 120 N A 9 SIGNS4 SECURITY LIGHTS #1 120 A-15 10 SIGNS SECURITY LIGHTS #2 120 A-17 11 TANK PAD AREA LIGHT 120 L3 30 A-13 SW-2 12 SPARE 120 N/A SWITCHES ARE MOUNTED ON DOOR. CANOPY LIGHTS SIGNS/FASCIA OFF ON OFF ON 1 2 3 4 REFER TO EQUIPMENT SHEET FOR ALL CONTACTOR WIRING. **LINE SIDE IS PRE WIRED A SQUARE D TO CIRCUIT BREAKERS. 5 6 7 8 9 10 11 12 L1 L2 L3 30A 30A 30A DISPENSER DM -EX MODULE CHART BRANCH CIRCUIT WIRING DONE BY SQUARE D IPaCS WILL BE COLOR CODED! A PHASE - BLACK WIRE B PHASE - RED WIRE C PHASE - BLUE WIRE ALL FACTORY BRANCH CIRCUIT WIRING ON SINGLE PHASE PANELS ARE TO BE WIRED IN BLACK. ALL WIRING ABOVE #10 AWG TO BE PHASE COLORED ON EACH END. i FUEL SHUTDOWN O SWITCH 0 0 REMOTE EMERGENCY SHUTDOWN BUTTON FIELD INSTALLED BY CONTRACTOR AT NOTE: REMOTE PLANTER AREA JUMPER AT * BEFORE WIRING BRANCH CIRCUITS REFER TO PANELBOARD SQUARED IPaCS FOR TESTING SCHEDULES TO DETERMINE THE PHASE COLORS TO BE USED. REMOTE EMERGENCY SHUTDOWN BUTTON FIELD INSTALLED BY CONTRACTOR AT * ALL MAIN DISCONNECT AND BRANCH CIRCUIT PROTECTION OUTSIDE OF CONTROLLER ENCLOSURE SHALL BE PROVIDED BY OTHERS. JUMPER AT SQUARE D IPaCS FOR TO PANEL "A" NEUTRAL BAR 10 PUMP 1 PL PUMP 2 PL PUMP 3 PL PUMP 4 PL RESET SWITCH NOTIFICATION PL i SURGE MODULE FAILURE �PL TO TIMER SWITCH CONTACT I I I I I I I I I I I I I I I I I I I L1 ATMR5 CP ATMR5 FUSE FUSE Tn PPP-AVP-P 4,) nKi nnw?lAn TESTING -• •------ - - - - -• •-, I I F-STOP F-STOP L- - - - - - - - - - - - - - - I I I I A I A I I FACTORY INSTALLED JUMPERS MUST BE PLACED IN POSITION SHOWN FOR F.E. PETRO "IST-VFC"/ RED I I JACKET "CPT" SYSTEMS - DO NOT REMOVE JUMPERS I I I I I I I I I REFER TO SHEET E-8 FOR I I I PLLD WIRING DIAGRAM r-- I Ir - - - - - - - - - I I I I I I I 2 CONNECT RIBBON CABLE TO DM -EX MODULE #1 (TOP RIGHT NETWORK BUS) Monson N N N N N N "11„ FROM TERMINAL STRIP SHOWN ABOVE (BREAKOUT MODULE) FROM TERMINAL STRIP SHOWN ABOVE (BREAKOUT MODULE) 000 P NDING 0 15' O NETWORK BUS 0 >OW2 �� A �- CKT m= A ER INPUT VT RADA 120V^C MAX TO BREAKER 8c NEUTRAL BAR FOR DISPENSER #1 POWER ®� TYPICAL OF ALL DM —EX MODULES OP, OP2 OP3 oP+ DIPOW RER (20 AMP MAX — # 12 AWG.) TO DISPENSER A ��F ON PUMP - - - - - - - - O -- - - - - - - SERVICE SEE NOTE 16 DM -EX dkrWORKBUSMODULE m ® AU DISP. NUMBER BREAKER DESCRIPTION VOLTS AMPS PANEL CIRCUITS DM —EX #1 DISPENSER 1• FUELING POSITIONS 1 2 120 20 B-1 DM —EX #2 DISPENSER 2• FUELING POSITIONS 3 4 120 20 B-2 DM —EX #3 DISPENSER 3• FUELING POSITIONS 5 6 120 20 B-3 DM —EX #4 DISPENSER 4• FUELING POSITIONS 7 8 120 20 B-4 DM —EX #5 DISPENSER 5• FUELING POSITIONS 9 10 120 20 B-5 DM —EX #6 DISPENSER 6• FUELING POSITIONS 11 12 120 20 B-6 DM —EX #7 DISPENSER 7• FUELING POSITIONS 13 14 120 20 B-7 DM —EX #8 DISPENSER 8• FUELING POSITIONS 15 16 120 20 B-8 DM —EX #9 DISPENSER 9• FUELING POSITIONS 17 18 120 20 B-9 DM —EX #10 DISPENSER 10• FUELING POSITIONS 19 20 120 20 B-10 DM —EX #11 DISPENSER 11• FUELING POSITIONS 21 22 120 20 B-11 DM —EX #12 DISPENSER 12• FUELING POSITIONS 23 24 120 20 B-12 Square D Shop Drawi SCALE: NTS Wiri A RIBBON CABLE TO ADDITIONAL DISPENSER MODULES DM -EX MODULE FOR MODULE FOR DISPENSER #1 TYPICAL OF ALL GASOLINE DM -EX MODULES GENERAL NOTES FOR DISPENSER/PUMP CONTROLS: QBEFORE STARTING THE ASSEMBLY PROCESS PLEASE READ ALL NOTES. QALL FIELD WIRING TERMINALS MUST BE WIRED WITH A MINIMUM INSULATION 2 RATING OF 60'C IF CIRCUIT IS RATED LESS THAN 100 AMPS. OR A MINIMUM INSULATION RATING OF 75'C IF CIRCUIT IS RATED OVER 100 AMPS. ALL MAIN DISCONNECT AND BRANCH CIRCUIT PROTECTION SHALL BE PROVIDED BY OTHERS. QWHEN CONTROLLED LOAD IS A MOTOR, CIRCUITS MUST HAVE THERMAL 3 PROTECTION INTEGRAL TO MOTOR OR PROVIDED BY OTHERS. QTHIS DRAWING CONTAINS ALL THE FACTORY WIRING REQUIRED TO + ASSEMBLE THESE CONTROLS. FOR A COMPLETE EXAMPLE OF ALL FIELD WIRING TO THESE CONTROLS PLEASE SEE THE 8-1/2" X 11" DETAIL SHEETS INCLUDED IN THE INSTALLATION BOOK. QTHE WIRE GAUGE USED TO ASSEMBLE THESE CONTROLS VARIES s THROUGHOUT. TO DETERMINE WIRE SIZE THAT SHOULD BE USED PLEASE CHECK THE AMPERAGE OF THE CIRCUIT CONTROLLING THESE COMPONENTS. THE AMPERAGE CAN BE OBTAINED FROM THE PANELBOARD SCHEDULES LOCATED IN THIS SET. QIF THERE ARE ANY QUESTIONS ABOUT THE PLACEMENT OF ANY 6 NON-STANDARD DEVICES ON THE DISPENSER/PUMP CONTROLS SCREEN PLEASE CONTACT THE MANUFACTURER TO DETERMINE PROPER PLACEMENT. QWHEN VARIABLE SPEED CONTROLLERS ARE FIELD INSTALLED, THE PLACEMENT OF THE EQUIPMENT SHALL BE DETERMINED BY THE ELECTRICAL CONTRACTOR. QTHE STANDARD LIGHTING/DISPENSER MANAGER MODEL IS 8 EXPANDABLE TO 8 DISPENSERS. N 1 B A B A B A B I M 2 3 4 M� U 1 LJ C J 13 J 14 ALARM CONTACT IN SURGE DIVERSION MODULE. FACTORY WIRED AT SQUARE D IPaCS. QTHE DISPENSER CONTROL WIRING SHOWN ON THIS DRAWING IS FOR ONE s DISPENSER. ALTHOUGH THE NUMBER OF DISPENSERS USED FOR EACH JOB MAY VARY THE WIRING SHOWN IS TYPICAL OF ALL DISPENSERS. THE PILOT LIGHTS SHOWN ON THIS DRAWING ARE TO VISUALLY VERIFY THE 10 OPERATION OF EACH PUMP. ALL PILOT LIGHTS SHOWN SHOULD BE MOUNTED ON THE DOOR OF THE DISPENSER/PUMP CONTROLS SECTION. THE MOMENTARY SWITCHES FOR "FUEL SHUTDOWN" AND "FUEL RESET" 11 SHOWN ON THIS DRAWING SHOULD BE MOUNTED ON THE DOOR OF THE DISPENSER/PUMP CONTROLS SECTION. QWIRING IS TYPICAL OF ALL DISPENSERS. GROUND CONDUCTOR (#12 AWG) 12 MUST ALSO BE RUN FROM EACH DISPENSER TO THE GROUND BAR OF THE DISPENSER/PUMP CONTROL PANEL. 13 DISPENSER "AC" (POWER) AND "DC" (DATA) TYPICALLY RUN IN SAME A CONDUITS, OR PER DISPENSER MANUFACTURERS REQUIREMENTS. 14 SEE DISPENSER INSTALLATION DIAGRAMS FOR TERMINATION LABELING. ALL FIELD WIRING TERMINALS MUST BE WIRED WITH A MINIMUM INSULATION 15 RATING OF 60'C. FACTORY INSTALLED "REMOTE OFF" JUMPERS ON DM -EX MODULES MUST 1s REMAIN IN PLACE DURING NORMAL OPERATION. REMOVING THIS JUMPER AND WIRING INTO A "PAN SENSOR" SYSTEM PROVIDES INDIVIDUAL SHUTDOWN OF EACH DISPENSER. THE WIRE SIZE AND NUMBER OF CONDUCTORS REQUIRED FOR 17 COMMUNICATION/DATA (DC) WIRING MUST BE DETERMINED BY THE SPECIFICATIONS OF THE DISPENSER MANUFACTURER. TYPICALLY 2 CONDUCTORS (NORMALLY SHIELDED CABLE) ARE REQUIRED WHEN CARD READERS IN THE DISPENSER ARE USED. WARNING: PROPER JUMPER PLACEMENT IS CRITICAL FOR THE CORRECT 18 OPERATION OF THE FUELING CONTROLS. REFER TO 8-1/2" X 11" DETAIL SHEETS IN BOOK FOR THE CORRECT APPLICATION SPECIAL FEATURES FOR FUELING CONTROLS: 1 - TURBINE DISABLE SWITCH A SPST SWITCH LOCATED ON EXTERIOR CABINET DOOR IS PROVIDED TO ALLOW PUMP AUTHORIZATION SIGNAL FROM DMEX MODULE TO BE "OPENED" AND PREVENT TURBINE OPERATION. RELEY "R3" (4P/DT) OPENS THE SIGNALS. WITH SWITCH IN OFF POSITION THE "HOOK" SIGNAL IS PREVENTED FROM REACHING TERMINALS 1A,2A,3A & 4A WHICH PREVENTS "VFC'S" FROM STARTING TURBINES. WITH SWITCH IN ON POSITION TURBINES OPERATE NORMALLY. TYPICALLY USED TO DISABLE TURBINES WHEN FACILITY IS CLOSED. RELAY BASE 70OHN121 RELAY CUBE 700HK36A1 RELAY R3 CONTACTS SHOWN BELOW 1A, 2A, 3A, 4A TERMINALS C P P 1 P 2 P 3 P 4 RELAY BASE 1 2 3 4 8501NR34 ;ICI I -I ;III I -I ;III I-1 ;III I -I ;III I -I 0- 1�9_115072! NO DI_91.01 -91 Wool■n■ n■n■ ol n ml RESET A A A A RELAY CUBE 8501RRSS44P14V20 6 f 8 67 6 5 04 &3 &2 &1 E-STOP FIELD WIRING TO CP3 7 6 9 TERMINAL AT CONTRACTOR DISCRETION FIELD WIRING Est TO CPN 30A RATING I TO "STP—CBS" L — — — _ _ - "PUMP #4" GAS ADDITIVE SEE SHEET E8 TO PANEL "DP" BREAKER �— (#10 AWG) PUMP #6 OFF Nil TURBINE DISABLE --SEE NOTE 11 LOCATED ON CABINET DOOR TO PANEL "DP" BREAKER (#10 AWG) PUMP #4 FIELD WIRING TO CP3 7 6 9 TERMINAL AT CONTRACTOR DISCRETION 30A RATING FIELD WIRING TO CPN SUBMERSIBLE PUMP EQUIPMENT SHEET RF # EQUIPMENT VOLTS CONTACTOR PANEL CIRCUITS OUT PUT NUMBER AMPS 1 FE PETRO IST #1 a UNLEADED-1 208 1 30 DP-1 S1 2 DP-3 3 DP-5 4 FE PETRO IST #1 b UNLEADED-1 208 2 30 DP-7 S2 5 DP-9 6 DP-11 7 FE PETRO IST #2a UNLEADED-2 208 3 30 DP-13 S3 8 DP-15 9 DP-17 10 FE PETRO IST #2b UNLEADED-2 208 4 30 DP-19 S4 11 DP-21 12 DP-23 13 FE PETRO IST #3a PREMIUM 208 5 30 DP-2 S5 14 DP-4 151 DP-6 16 FE PETRO IST #3b PREMIUM 208 6 30 DP-8 S6 17 DP-10 18 DP-12 19 SPARE 1 208 7 30 DP-14 S7 20 DP-16 21 DP-18 22 SPARE 208 8 30 DP-20 S8 23 DP-22 24 DP-24 25 ADDITIVE BATCH CONTROLLER GAS 120 9 20 A-1 ES1 26 N A 2 N/A 28 FE PETRO STP #4 GAS ADDITIVE 208 11 20 DP — 26 ES2 29 DP-28 30 N T 31 SPARE 208 12 20 DP-30 ES3 32 DP— 22 33 N A 34 ARID PERMEATOR 120 13 20 DP-25 ES4 35 DP— 27 36 DP-29 2L TO PANEL "DP" BREAKER FOR POWER TO PUMP #1 (# 10 AWG) 1 2 3 s1 CPN 30A RATING I I I I I I I I I I I L � —_` ---TO "VFC" PUMP #la SEE SHEET E8 TO PANEL "DP" BREAKER FOR POWER TO PUMP #1 (# 10 AWG) 7 8 9 CPN 1 14 5 6 30A RATING s3 CPN I 30A RATING I I I I I I 1 `---TO "VFC" PUMP #lb TO "VFC" PUMP #2a TO PANEL "DP" BREAKER SEE SHEET E8 FOR POWER TO PUMP #3a FFOR (#10 AWG) TO PANEL "DP" BREAKER (# 0 AWG) TO PUMP #2b 7 6 9 0 .> a) o- w CIO w o' w o_ CD n U) CL o Y U m m TO PANEL "DP" BREAKER FOR POWER TO PUMP #2a (# 10 AWG) 30A RATING s4 CPN I I I 30A RATING I I I I I I I I L► 1 ` — — — TO "VFC" PUMP #3a L-----� SEE SHEET E8 ' ' I I I L � TO PANEL "DP" BREAKER � — — ` _ _ _ —TO "VFC" PUMP #2b FOR POWER TO PUMP #3b (# 10 AWG) TO PANEL "DP" BREAKER 7 8 9 FOR POWER TO PUMP #5a S6 CPN (#10 AWG) 30A RATING 17 8 9 I I I I I I I I I I I L► IL — — ` _ _ — TO "VFC" PUMP #3b FIELD WIRING TO CP3 TERMINAL AT CONTRACTOR DISCRETION CPN 30A RATING TO PANEL "DP" BREAKER FOR POWER TO PUMP #5b (# 10 AWG) 7 8 9 CPN 30A RATING TO PANEL "A" BREAKER FOR POWER TO ADDITIVE CONTROLLER (#12 AWG) 7 8 9 FIELD Est WIRING 30A RATING TO CPN TO - - TO ADDITIVE ` - - - - - CONTROLLER TO PANEL "DP" BREAKER FOR POWER (#10 AWG) 7 8 9 FIELD Es4 WIRING 30A RATING TO CPN I I I I I I I I I — — L _ _ - TO PERMEATOR PANEL a co W O O xa00J O` (3)U I.L w Y Q Q 3. w 0 Q I. 3. 0 co Q Q cZ CL _ 0 U O w W w uco— Q O o O 0 � U VJ w J Q > O CA 00 J 0 j Q = O J Q U�� ca0)W O U L LL E,S, p W A Sy Q cn ?� ,p 54947 ss�NALTEE�G\�� 0 v 0 c = Q Z -a V Q > Z 0 '1 0 0 0 N m c 3 Y U O p N a� 0 o U a Q o 0 _ v m 73 IM.� a) .0 W N (1) M (A Qco � N M Q N LLn U a-,' f V m O L)r CN wN W Y a W z s (0 V) 0 I I I I X 0 0 m CD I II 0 I U (n a 0 N CD N rn N E 1= 0 w I CD 0 Q X w T Q 0 0 u C) N CD N i U U N L CD CD CD CD co CD i LINE LEAK DETECTION TANK MONITOR JIRCUIT BREAKERS N STALLED IN POWERBOX OR BY OTHERS LOCATED IN POWERBOX -UELING CONTROLS SECTION SUBMERSIBLE PUMP CONTROLLERS SUBMERSIBLE TURBINE PUMPS VFC CONTROLLER xB ROLLER xA 'W•/ x8 WIREWAY DIVIDER SIDE SIDE B\ VFC Master -Master Wiri ---/ SCALE: NTS SWITCH POLE SETTINGS 2HP (CURRENT MASTER SPEC) *SW2 — ALL POLES WILL BE SET TO THE OFF POSITION. *SW3 POLE #1 OFF POLE #2 ON FOR GASOLINE AND OFF FOR DIESEL. POLE #3 OFF POLE #4 & 5 ON (DEPENDANT ON HOW RESTRICTIVE THE PIPING CONFIGURATION ADJUSTMENTS CAN BE MADE IN THE FIELD) POLE #6 OFF POLE #7 ON POLE #8 OFF *SW6 — ALL POLES WILL BE SET TO THE OFF POSITION. SWITCH POLE SETTINGS 4HP *SW2 — ALL POLES WILL BE SET TO THE OFF POSITION. *SW3 POLE #1 OFF POLE #2 ON FOR GASOLINE AND OFF FOR DIESEL. POLE #3 OFF POLE #4 & 5 ON (DEPENDANT ON HOW RESTRICTIVE THE PIPING CONFIGURATION ADJUSTMENTS CAN BE MADE IN THE FIELD) POLE #6 ON POLE #7 ON POLE #8 OFF *SW6 — ALL POLES WILL BE SET TO THE OFF POSITION. DISPENSER/PUMP CONTROLS TERMINAL STRIP CONNECTION CHART N NEUTRAL CONNECTION TO SUBMERSIBLE PUMP CONTROLLERS G GROUND CONNECTION LP 120V LINE PRESSURE POWER (OFF DURING EMERGENCY STOP) 1A PRODUCT #1 PUMP AUTHORIZATION FROM DISPENSER UNLEADED TANK #1 113 PRODUCT #1 PUMP CONTACTOR CONTROL POWER (IN POWERBOX PDC) 2A PRODUCT #2 PUMP AUTHORIZATION FROM DISPENSER UNLEADED TANK #2 2B PRODUCT #2 PUMP CONTACTOR CONTROL POWER (IN POWERBOX PDC) 3A PRODUCT #3 PUMP AUTHORIZATION FROM DISPENSER PREMIUM TANK #3 3B PRODUCT #3 PUMP CONTACTOR CONTROL POWER (IN POWERBOX PDC) 4A PRODUCT #4 PUMP AUTHORIZATION FROM DISPENSER SPARE 4B PRODUCT #4 PUMP CONTACTOR CONTROL POWER (IN POWERBOX PDC) 5A PRODUCT #5 PUMP AUTHORIZATION FROM DISPENSER SPARE 5B PRODUCT #5 PUMP CONTACTOR CONTROL POWER (IN POWERBOX PDC) 6A PRODUCT #6 PUMP AUTHORIZATION FROM DISPENSER SPARE 6B PRODUCT #6 PUMP CONTACTOR CONTROL POWER (IN POWERBOX PDC) GENERAL NOTES: 1 REFER TO TANK MONITOR MANUAL FOR ALL WIRING CONNECTIONS AND OTHER SPECIFICATIONS REQUIRED BY MANUFACTURER. OTHE TANK MONITOR IS TYPICALLY MOUNTED OUTSIDE THE POWERBOX PDC ENCLOSURE ON AN ADJACENT WALL. Lw 1Q) ID ID D D ID ID ID D ID ID THE TERMINAL O THE STANDARDSDMIPEXHD SIIGN IS MAOY BETHE CUSTOMIZNDARD E D DFOREADD TIONAL X DESIGN. (TERMINAL LP MUST BE JUMPED TO THE "B" G L 1 1 2 2 3 3 4 4 5 5 6 6 PUMP DEVICES, THERE BY ALTERING THE STANDARD DESIGN SHOWN. TERMINAL FOR EACH E N P A B A B A B A B A B A B SEE NOTE < PLEASE REFER TO ALL INFORMATION TO DETERMINE THE NUMBER OF TURBINE CONTROLLER) DEVICES FOR EACH JOB LOCATION. 4 MASTER —MASTER CONFIGURATION. SET SWITCHES TO ALLOW SYSTEM TO RUN EVEN IF THE MASTER OR MASTER TURBINE HAS AN ALARM SITUATION w cn w w w cl- N IN r_ 0 O U- r 0 J O H O w Q � o J_ 0 � Q LL > z Z W Q J O Q � z Q Q x 0 0 a: U p O w W w 0 3:o w o cf) O z U cv) w IN J Q o CA > oo J 0)� O 2w �z _ J Q Umo llI f< O W U E,S, ,p 54947 O <� s F0i STERN" *oNA L E� 0 0 Q U Q N \ -L \ v Z Z o > 2 � � � � o N 0 0 0 m N W m ) , 3 O u� O d O V E O v VI ^L W i .� ul W N � M 000N �or)N N Qq C V) >Q > � U) a-,' f V m O N a� N W V r Y I a L0 0 N O N N 0 0 TO DISPENSER/PUMP CONTROLS LOCATED IN POWERBOX PDC ENCLOSURE C� z O s00 w 0 V) UPS WRNG SQUARE D IPaCS CABINET RIGHT SIDE VIEW TO PAI 0 NOTE: UPS PREWIRED AND INCLUDES 6' LEADS AND TWIST LOCK PLUGS. PROVIDED BY COSTCO I.S. DEPARTMENT NOTE: REFER TO DETAIL AT RIGHT FOR CORRECT GROUNDING PROCEDURE ON AN ISOLATED GROUND RECEPTACLE. ADDITIVE --a ----- NEUTRAL - - - - - - - - - - - - - -- HOT BATCH CONTROLLER -am ------------------- - I , INSTALL ISOLATED GROUND —ow -----EUTRAL RECEPTACLE FOR IDF sw----- HOT -------- NEUTRAL ' �-----HOT ------ SPARE ' -----------� I I I I C [olffiffiff, NI �� 1 III] -- - - -- NEUTRAL ----- Mo.— INSTALL ISOLATED GROUND RECEPTACLE -------------HOT----- FOR ATTENDANT DESK I F______________-NEUTRAL INSTALL ISOLATED GROUND I -- - - - - - -- HOT - - - -_- RECEPTACLE FOR OF I I NEUTRAL ---------- VEEDER ROOT I --- HOT r _____ TANK MONITOR I I I 101 1 MIN I� oilWWI OF 75°C WIRE IF RATED 100A OR MORE. A Uninterruptible Power Supply (UPS) Wiripg — — — NOT TO SCALE RIGHT SIDE OF POWERBOX CABINET ('B_ UPS Connection --- NOT TO SCALE 3.0 KVA UPS CORD CONNECTED BOND TO SERVICE ENTRANCE GROUND U u ISOLATED GROUND BAR WITH BOND LUG GRN/YEL INSULATED GROUND LUG OR PIG I TAIL FROM RECEPTACLE LGAGREEN TO TERMINAL U 15 f 12 GA BLACK 12 GA WHITE TO TERMINAL U 15N — _ _2 _ USGREEN ° NOTE: E THHN TYPE WIRE. I TYPICAL QUAD RECEPTACLE (ORANGE), FACE PLATE & BOX 20 AMP 125V GROUNDING (FOR U.P.S. SERVICE) TYPICAL ISOLATED I GROUND RECEPTACLE O I I I ISOLATED I GROUND BAR EQUIPMENT (SAFETY) GROUND CONDUCTOR �STAN DAR D GROUND BAR r O 4 O 00 J _j U.0 41) ~ w a �LL a Z a Z_ w w F_ J O J LLJ � �aaa!� J CO V LLJ CL z w 0 ... C) LL 0 H CO CD CL a CD o p � U m m CY) CD CV N O CV N O Z ISOLATED GROUND BAR FURNISHED WITH THE SQUARE D IPaCS CABINET MUST BE CONNECTED TO THE MAIN VICE ENTRANCE GROUND WITH A CONDUCTOR INSTALLED BY THE ELECTRICAL7ONTRACTOR. »/1AI ITI/lA I" RICAL CONTRACTOR MUST SUPPLY AND CONNECT A CONDUCTOR FROM THIS "ISOLATED GROUND BAR" TO THE MAIN SERVICE UN AFAILURE TO MAKE THIS REQUIRED CONNECTION COULD RESULT IN PER EQUIPMENT OPERATION. SEE CHART BELOW FOR PROPER CONDUCTOR SIZE. )F OVERCURRENT DEVICE FEEDING PANEL: CONDUCTOR SIZE: 30 TO 60 AMP #10 CU 70 TO 100 AMP #8 CU 110 TO 200 AMP #6 CU 225 TO 300 AMP #4 CU 350 TO 400 AMP #3 CU 450 TO 500 AMP #2 CU 600 AMP #1 CU IF A CONDUCTOR SIZE IS SPECIFIED ON THE BUILDING ELECTRICAL DRAWINGS THIS SIZE SHALL BE USED IN LIEU OF SIZE SHOWN IN CHART. 2 A P G ISOLATED OU�NDH�OR ISOLATEDGROUNDRECEPTACLE BARD USING A ITS RECEPTACLE GREEN GROUNDCONNECTION(TYPICALLY 3 -EACH ISOLATED GROUND RECEPTACLE MUST HAVE ITS EQUIPMENT (SAFETY) GROUND CONNECTED TO GROUND THROUGH A SEPARATE #12 AWG GREEN CONDUCTOR. FOLLOW LOCAL ELECTRICAL CODE REQUIREMENTS. ELECTRONIC CIRCUIT POWER THROUGH UPS U15 U14 w Ch 0I010101 3: 0 :2 z Qo 3:o w m 0000 Of (n w N 0� Q H � t 15+15�'Z/r w o� z3:: Q G G❑ G❑ G❑ CQL Oil+ d W �O U) w Q GRN/YEL I I� I I I ( f l I A A = r z zz z Z m P m oQo OOO N/YEL GND N/YE I.G. . Mr I.G. I.G. —BLK L —BLK WHT FERN K(ODC F QN T MC HRN KTbDC F QN T MC CN TAKD„CT OKDW QDB DOS@3 KD CN T AKD„CT OKDW QDB DOS@3 KD INSTALL ISOLATED GROUND INSTALL ISOLATED GROUND RECEPTACLE FOR ATTENDANT DESK RECEPTACLE FOR IDF RACK c Uninterruptible Power --- NOT TO SCALE w of 01010101 o� z Qo o 0000 Ufr- (n w (n � Q H � N N N N J WHT J B 0 0. BLK 14 14 14 14 w o� 0 GRN z Q � d L O Cf) w cn w NOf a GRN/YEL M GRN/YEL SQ-D CONTACTOR SEE E7 FOR DETAILS LOW VOLTAGE WIRING 168 DISCONNECT SEE E7 FOR DETAILS F— CC) Z7 = ZJ z z = W 0 m A oo z �000 �0/YE2 w GND I.G.IG {r I.G. � 0 0 —BLK 0 C m z FERN K93DC F QN T MC o A '' CNTAKD„CTOKDWQDBDOS(WKD D INSTALL ISOLATED GROUND RECEPTACLE FOR IDF RACK 9�CF$HUD ALB G B N MSQN KKDQ )upp y (UPS ) Branch Circuit Wirin 0 0 = Co A X D N Z r � cn w m Z C m X x 0 c 0 c z 0 z 0 UDDCDQ QNNS S@ J L N MF$N Q SYSTEM GROUND BAR L 0 U_ E,S, p ,p 54947 O <� s F0i STERN" *oNA L E� 0 +� CO o Q O Q p N 1-1 O z 0)z o w � � � � 0 N 0 0 0 m N W m , O C 3 Y O O N O d O E O • ^^L /W W 73 M .� ul LLI N � M C a00N �dlN N Q Qq Jc ui LL0 Ln +- N cMa O � a� N W V r Y Nt Jz 0 ws V) 2 T O 4 r J IN -TANK SETUP O T-4:ADDITIVE r Q 00 J PRODUCT CODE 3 THERMAL COEFF 0 U .000700 W TANK DIAMETER 47.50 Q Q 0 TANK PROFILE 4 PTS W FULL VOL 1514 /� Q V 35.6 INCH VOL 1220 W 23.8 INCH VOL 762 Z Z 11.0 INCH VOL 299 METER DATA NO � w FLOAT SIZE 4.0 IN. 8499 w J D IpaCS PANEL�� VEEDER ROOT PANEL 149 MAXQUARE OR LABEL VOL 1514 > Q Q Q 3KVA OVERFILL LIMIT 90% 20A 2 Pole UPS 13 HIGH PRODUCT 95% �J 0 / � Q O 39 BREAKER ADDED TO PANEL DP ® 155 0 DELIVERY LIMIT 11%8 c W W ADDITIVE SOLENOID VALVE a Q W SUBMERSIBLE /STP le AT GAS TANK oL2 (E) MOUNTED c> ON DINRAIL w POWER FROM VEEDER-ROOT 166 LOW PRODUCT 114 ADDITIVE BATCH o w LEAK ALARM LIMIT 8 ; OT O PLUG CONNECTOR PANEL SOLENOID 160 STP C B S LOCKOUT FF__o L1 o SUDDEN LOSS LIMIT 99 TANK TILT 0.00 m m U C'7 BLACK 58 O VALVE - N SWITCH J J Q J24 151 VOLT DC ONLY o 0 o UPS Q w MANIFOLED TANKS T#: NONE C=) TERMINAL 30A BREAKER �- BLOCK IN PANEL A 00 PO L PR P 1 US 1/0 MODULE TO OTHER r o� �� LEAK MIN PERIODIC: 0% +.• SOLENOID M C P T V I L10 ; 0 VALVES rl�� LEAK MIN ANNUAL 0% Z LINE STARTER I� NEUTRAL BAR 0 OIL FILLED CAPACITOR LOW VOLTAGE 120 V COIL III TO CPN PERIODIC TEST TYPE STANDARD WIRING II I NEON FIELD ANNUAL TEST FAIL : ALARM DISABLED RESBLEED RESISTOR) DISCONNECT III II ES2 WIRED ES 1 PERIODIC TEST FAIL: ALARM DISABLED - LIGHT GROSS TEST FAIL ALARM DISABLED I �— ANN TEST AVERAGING: OFF L_I I I PER TEST AVERAGING: OFF THERMAL OVERLOAD �� w RED R1 RED R7 CPG ® CPG TANK TEST NOTIFY OFF m� ORANGE R2 ORANGE R2 CPN TNK TST SPHON BREAK: OFF SINGLE PHASE BLUE R3 BLACK COM BLUE R3 BUCK COT DELIVERY DELAY 1 MIN MOTOR 1 1 N 1 L2 STICK OFFSET 0.00 O11 w I I I I OUTPUT RELAY SETUP NOTE ON ADDITIVE LIQUID SENSOR _ ALARMS WHEN PROGRAMMING THE R 7 ADDITIVE SHUTDOWN TYPE: �w 168 J VEEDER-ROOT LIQUID SENSORS FOR THE ADDITIVE SYSTEM, PLEASE NUMBER THEM STANDARD NORMALLY CLOSED =w MAINTENANCE GROUND L2 (RED) AT THE END OF THE EXISTING SENSOR LIST. THIS WILL HELP IN -TANK ALARMS U-1 SWITCH NEUTRAL (WHITE) NEUTRAL (WHITE) TROUBLE -SHOOTING WITH THE LOCATIONS. T 4 LOW PRODUCT ALARM OVAL L1 (BLACK) L1 BLACK AT THE END OF ALL THE GASOLINE TANK 1 10 VAC (BLACK) AND DISPENSER SENSORS, PROGRAM THE ADDITIVE SENSORS INCLUDING THE LIQUID SENSOR ALMS _ W FLOW I L 18 ADDITIVE FUEL ALARM NEUTRAL (WHITE) ADDITIVE TANK ANNULAR, TANK SUMP, AND DISPENSER SUMP, IN THAT ORDER. L 19 ADDITIVE FUEL ALARM Q N GROUND (GREEN) L 20 ADDITIVE FUEL ALARM W O —BLACK RED L 18 ADDITIVE SENSOR OUT ALARM CO > OD M2 (ORANGE) L 19 ADDITIVE SENSOR OUT ALARM W � 0)M I I L 20 ADDITIVE SENSOR OUT ALARM 1 (BLACK) NOTE ON ADDITIVE LIQUID SENSOR L 18 ADDITIVE SHORT ALARM O 0 Q GROUND (GREEN)— ALARMS: L 19 ADDITIVE SHORT ALARM l — - - - - — - - - - - - - - - - - - - -COMM- - - _ _ J J THE ALARM NUMBERS SHOWN HERE REFLECT A PARTICULAR LOCATION WHERE L 20 ADDITIVE SHORT ALARM 1:w THE NEXT LIQUID SENSOR ALARMS TO BE L 18 ADDITIVE HIGH LIQUID ALARM = USED ARE 18, 19 AND 20. CONTRACTOR L 19 ADDITIVE HIGH LIQUID ALARM Q TO FIELD DETERMINE THE NEXT AVAILABLE L 20 ADDITIVE HIGH LIQUID ALARM O J j LIQUID SENSOR ALARMS TO BE USED AND PROGRAM VEEDER ROOT ACCORDINGLY. L 18 ADDITIVE LOW LIQUID ALARM U L 19 ADDITIVE LOW LIQUID ALARM 0) 0 E-STOP NOTE: L 20 ADDITIVE LOW LIQUID ALARM 0)�/ THE EXISTING SQUARE D IpaCS PANEL SYSTEM Q HANDLES ALL E-STOP FUNCTIONS FOR TURBINES O THRU CONTACTORS. BY WIRING THE NEW UST ADDITIVE TURBINE, DATA DISCONNECT AND ADDTIVE U BATCH CONTROL PANEL THRU NEW CONTACTORS THAT ARE TIED INTO THE EXISTING E-STOP SYSTEM, THE E-STOP FUNCTION OF THE ADDED SYSTEMS IS ACCOMMODATED. POSITIVE SHUTDOWN NOTE: SENSOR POSITIVE SHUTDOWN OF ADDITIVE TURBINE IS ACCOMMODATED BY WIRING THE L NOTE: ALL ELECTRICAL HOOK CONTROL FROM THE ADDITIVE BATCH WIRING MUST CONFORM CONTROL PANEL TO THE STP-CBS, VIA THE Veeder-Root ProgramingForTO '� LOCAL ELECTRICAL VEEDER ROOT PANEL, LANDING ON THE ('A__'� ShutdownWiringDiagram CODES. EXISTING 4-RELAY OUTPUT MODULE. OUTPUT MODULE CHANNEL WIRED "NORMALLY OPEN" B UST Gas Additive Tank AND IS PROGRAMMED "NORMALLY CLOSED" --- NOT TO SCALE: AND WHEN SENSOR IS IN ALARM, THE HOOK --- NOT TO SCALE: SIGNAL FEED TO THE STP-CBS IS BROKEN. TANK TANK TANK #1 #2 #3 SOLENOID SOLENOID SOLENOID SOLENOID VALVE VALVE VALVE VALVE EXPLOSION PROOF JUNCTION BOX AT FILL SUMP (TYP) DIODE DIODE DIODE SEE NOTE SEE NOTE SEE NOTE S, TO LOW N W VOLTAGE BLACK (COM) N BLACK (COM) M ,., N BLACK (COM) N p �Q� �F W A Sy RED (R1) m � ORANGE (R2) WIRINGtGRN m BLUE (R3)-- DISCONNECT INORANGE (R2) BLUE (R3) GRN (GND ,Q CONTROLLER BLUE (R3) GRN (GND N ENCLOSURE (GND �o 54947 p �� LLC�J ss AL SOLENOID WIRING CONNECTION DIAGRAM 0 c Q Q NOTE: U N Z a> Z `� > YA DIODES ARE SHIPPED LOOSE YA AND ARE PACKAGED WITHIN o THE BATCH CONTROLLER ETHERNET +12V0 0 O o 0 N � 0 0 0 0 0 0 m N L— —, 0 0 e 0 0 0 0 0 0 0 0 0 e BATCHING UNIT HOUSING 151 o g5 120Vae STP CD oa�i ooc BREAKER� N T N JW PANEL A CBS E ADDITIVE s 24vdc 24Vdc VIA UPS 160 Z967 a °Aa° AAe TURBINE • ADD CONTROLLER 4 3_ O B B O w O e 0 1 of w • 0 > W 4 -J M Z i N •� 3/4"C, 2 #12 + M o o M W 3/4"C, CAT5E + (1) #12 GND J J W (1) #12 GND W N � � _ _� _ _ _ _ _ _ _ _ _ _ _ _ _ J 3/4"C, 4 #14 + (1) #12 GND 149 3 4"C 2 12 J + 3/4"C, 2 #10 + (1) #10 GND A, O TO OVAL COMMUNICATION INCOMING RELAY TO TO I I (1) #12 GND � � QOON GEAR TO 120V VEEDER ROOT VALVES J dl FLOWMETER VEEDER ROOT POWER FOR STP-CBS AT TANKS VEEDER N M c: Q N VIA SAFETY NETWORK ROOT ADDITIV N BARRIER CARD PANEL 39 TANK Lf) TURBINE TANK TANK TANK #1 #2 #3 is O N w N ADDITIVE BATCHING UNIT INTERIOR 151 ADDITIVEo m U r0_0 (FIELD WIRING CONNECTION DIAGRAM) _ 3 4"C, 1 WINDY CITY J TANK FLOW O o� 151 J 58 O 0 o� J 58 O 0 o� O J 58 w w w #FEP-18-02-OAS-CO METER o> o> o> 3 4"C, 4 #14 + ) CIO cf) J (1) #12 GND3/4"C, Tio 3 #14 + (1) #GND 3/4"C, 2 #14 + (1) #12 GND LOW VOLTAGE 168 WIRING DISCONNECT c Additive System WiriRg --- NOT TO SCALEQ) Q) z O s O 0 I I 0 w i 0 r- 0 0 0 Q X w T Q 0 0 U O N O N U i U 6 L U E / 0 / 0 0 0 co /