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HomeMy WebLinkAboutReg 2011-10-03 Item 6A - Blue Star - Color Attachment E (24x36 Plan Size Format)PLOT DATE /TIME: 9/9/2D11 — 7:38pm ash'ington \ DRAWINGS \1000146- 6 \100014_Site Plan 9 -9 -11 AD FILE: E: \PDGROUP Projects \10014 SANITARY SEWER STORM DRAIN WATER N.W. NATURAL COMMUNICATION ELECTRICITY FENCE PROPERTY LINE FIRE HYDRANT WATER METER WATER VALVE CATCH BASIN AREA DRAIN ELECTRICAL BOX STREET SIGN MAILBOX (NEIGHBORHOOD MAILBOX) SAMPLE PLOT(SP) POWER POLE & ANCHOR SOIL BORING LOCATION LIGHT POLE y LEGEND UTILITIES AND TOPOGRAPHIC FEATURES PROPOSED EXISTING ss — ss — — ss — ss —O - 5T -0 sT ST \`/ w —w —w- c COM ST w —w —w- CCM COM- COM COM COM A CI MATERIAL IDENTIFICATION CONCRETE - PLANS AND SECTIONS ASPHALTIC CONCRETE (AC) PAVEMENT PLAN AC SECTION EXISTING MONUMENT OR OTHER HORIZONTAL CONTROL HUB & TACK BENCH MARK (VERTICAL CONTROL) BEGINNING OF CURB RETURN BEGINNING OF CURB RETURN RADIUS LENGTH OF CURVE ALONG CIRCULAR ARC. POINT OF CURVATURE POINT OF INTERSECTION OF BACK TANGENT AND FORWARD TANGENT 0 UTILITIES AND TOPOGRAPHIC FEATURES 0 0 BR ER R PC PI POINT OF TANGENCY PT POINT OF REVERSE CURVE VERTICAL CURVE PRC VC POINT OF INTERSECTION OF BACK GRADE AND PIVC FORWARD GRADE INSTALL 3" DIAMETER DRAIN IN CURB, EXACT LOCATION TO BE DETERMINED IN FIELD. HOUSE NUMBER NOTE: NUMBERS TO BE POSITIONED PARALLEL TO THE STREET THE HOUSE IS NUMBERED TO. SILT FENCE MATTING 0 1J o� LEGAL DESCRIPTION THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A POINT ON THE EAST BOUNDARY LINE OF EAST MARGINAL WAY, SAID POINT BEARS NORTH 16° 47' 30" WEST, 1387.128 FEET FROM THE POINT WHERE THE SAID EAST BOUNDARY LINE INTERSECTS THE SOUTH BOUNDARY LINE OF SAID SECTION 3; THENCE SOUTH 16° 47' 30" EAST ALONG THE SAID EAST MARGINAL LINE, 192.529 FEET; THENCE SOUTH 89° 37' 30" EAST, 232.103 FEET TO A POINT 70 FEET DISTANT FROM THE CENTERLINE OF THE SEATTLE - TACOMA INTERURBAN RAILWAY; THENCE ON THE ARC OF A CURVE HAVING A RADIUS OF 2934.93 FEET ALONG THE WEST BOUNDARY LINE OF A CERTAIN LANE, AND PARALLEL TO THE SAID CENTERLINE, THE LONG CHORD OF WHICH ARC BEARS NORTH 13° 24' 13" WEST, 189.402 FEET; THENCE NORTH 89° 37' 30" WEST ALONG THE SOUTH BOUNDARY LINE OF A CERTAIN PRIVATE ROADWAY, 243.819 FEET TO THE POINT OF BEGINNING. ELEVATION DATUM VERTICAL DATUM IS NAVD 1988. v 3 y SITE IMPROVEMENT DRAWINGS FOR BLUE STAR GAS TUKWILA, WASHINGTON SEPTEMBER 2011 I FINfWIER BEACF; PROJECT AREA SKYwAy JPO Kt] b ota Garde n5 S Taft Fin Div.: rush g RANIER B EAR H Io�I. 1'f'P1317:1 4s ' i 'rho r Sit EL4rigor .5t RAMIE VIEW t S t tfy Allerriowri Skyway Park 1 4th S.1 North Beau Park S 7, Seth St I� p Park S 132 51. Dorsumigh Rh{£'ir S Langton Rd Riverton s13344' 33ro Southgate RIVERTON park Fosterr cti {Og Jr VICINITY MAP 5 PROJ EGT DEL -i /ERN( GROUP, LLC PQGrouplIc.com PREPARED FOR: BLUE STAR GAS 880 N. WRIGHT ROAD SANTA ROSA, CA 95407 (707) 573-3130 PROJECT NO: 10014 BLUE STAR GAS FACILITY TUKWILA, WASHINGTON REVISIONS: REVISED 9/9/2011 DRAWING INDEX SHEET NO. DRAWING NO. DRAWING NAME 1 G -0.01 COVER SHEET 2 C -1.01 EXISTING CONDITIONS 3 C -1.02 DEMOLITION AND RESTORATION PLAN 4 C -1.03 SITE PLAN 5 C -1.04 LANDSCAPING PLAN 6 C -1.05 STRIPING PLAN 7 C -1.07 CIRCULATION PLAN 8 C -1.09 UTILITY PLAN 9 S -5.01 STRUCTURAL DETAILS 10 S -5.03 STRUCTURAL DETAILS CONSTRUCTION SEQUENCE 1. ATTEND ALL PRE - CONSTRUCTION MEETINGS WITH CITY OF TUKWILA OFFICIALS. 2. FLAG OR FENCE PROJECT LIMITS AS NECESSARY. 3. POST SIGN WITH NAME AND PHONE NUMBER OF THE ESC SUPERVISOR. 4. INSTALL CATCH BASIN PROTECTION AS NECESSARY. 5. PERFORM DEMOLITION ACTIVITIES REQUIRED FOR CONSTRUCTION. 6. INSTALL NEW UTILITIES AND STRUCTURAL ELEMENTS. 7. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF TUKWILA AND MANUFACTURERS' RECOMMENDATIONS. 8. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN 7 DAYS DURING THE DRY SEASON OR 2 DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 9. RESTORE THE SITE AS INDICATED. 10. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMP'S REMOVED IF APPROPRIATE. C 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 POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1- 800 - 424 -5555 AND THEN POTHOLING 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 VARIATIONS. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT PROJECT DELIVERY GROUP, LLC THROUGH THE OWNER'S PROJECT MANAGER TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332 -120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902 -1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREETS.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504 -7060 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. COVER SHEET DRAWING G -0.01 SHEET 1 OF 10 1. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE PERMITTEE IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS, SPECIFICATIONS, AND ASSOCIATED PERMITS ON THE JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL STATE, AND LOCAL LAWS. PERMITTEE SHALL APPLY FOR A REVISION FOR ANY WORK NOT ACCORDING TO THE APPROVED PLANS. 2. PERMITTEE /CONTRACTOR SHALL ARRANGE A PRECONSTRUCTION CONFERENCE WITH THE CITY'S INSPECTOR(S) PRIOR TO BEGINNING ANY WORK. 20' SANITARY SEWER EASEMENT REC. NO. 5479222 0 SHEET KEYNOTES 1. EXISTING 12'X53' MODULAR OFFICE, 2. EXISTING FIRE HYDRANT. 3. EXISTING INGRESS /EGRESS GATED LOCATION. 4. EXISTING PARKING, 2 FULL SIZE WITH ONE ADA SPACE. 5. EXISTING SECURITY FENCING. 6. EXISTING RAILWAY SUPPORT COLUMN. 7. EXISTING STORM SEWER WET VAULT. 8. EXISTING BILLBOARD. 9. EXISTING ADA ACCESSIBLE ROUTE. 10.EXISTING LIGHT POLE BASE. FIRE LANE EASEMENT REC. NO. 20061019001881 UTILITY EASEMENT REC. NO. 7412050538 32' SOUND TRANSIT GUIDEWAY EASEMENT REC. NO. 20061019001881 APPROXIMATE LOCATION 28' ELEVATED RAILWAY E PLOT DATE/TIM PREPARED FOR: BLUE STAR GAS 880 N. WRIGHT ROAD SANTA ROSA, CA 95407 (707) 573-3130 BLUE STAR GAS FACILITY TUKWILA, WASHINGTON PLOT DATE/TIME: 9/9/2D11 — 7:4Opm osnlogmn \ DRAWINGS \1000146- 6 \100014_Slte Plan 9 9-11 AD PILE: e \PDOROUP Projects \10014 \ \ \ \ \ \ \ 55 2 3 j 11 ,III 61� I II .11 �I -p II 1 -o ,a •:II cc / / / / / sT / / Del / sr / / / sr / E�- / ST - ST - ST -S- T NJ / / / / / / / / / / / / SAWCUT AND AC REMOVAL EXISTING AC -\ 3' -0" OR 5-0" 3" COMPACTED DEPTH 9Z/- CLASS "B" A.C. PAVEMENT / EXISTING AC �Vwog. •�• ∎• ••• ∎����i -off` �•�• 1 111 111 111 111 111 111 111 111 111 111 111 111 1 6" COMPACTED DEPTH CRUSHED ROCK BASE COURSE OR 2 -1/2" A TB COMPACTED NATIVE MATERIAL OPAVEMENT RESTORATION SECTION SCALE: NTS 0 20 40 INLET (CENTERED IN C.B.) HANDLING STRAP OVERFLOW PROTECTION `INSERT SHALL BE DIRTRAP, ULTRA DRAINGUARD OR APPROVED EQUAL SKIRT HANDLING STRAP SEDIMENT COLLECTION EROSION CONTROL CATCH BASIN INSERT NOT TO SCALE MATERIALS OF CONSTRUCTION FABRIC: APPARENT OPENING SIZE (AOS): GRAB TENSILE STRENGTH: PUNCTURE STRENGTH: MULLEN BURST: TRAPEZOIDAL TEAR: WATER FLOW RATE: PERMEABILITY: NEEDLE PUNCHED NON -WOVEN GEOTEXTILE MATERIAL. FABRIC IS RESISTANT TO ULTRAVIOLET AND BIOLOGICAL DEGREDATION AND A BROAD RANGE OF CHEMICALS. 80 US STANDARD SIEVE (0.180 MM; 200 LBS 130 LBS 400 PSI 85 LBS 110 GPM /FT2 0.38 CM /SECOND DIMENSIONS: SKIRT: 24 "x36" SOCK FILTER /SEPARATOR: 10" D x 24" L DISPOSAL REOUIREMENTS: CONSULT FEDERAL, STATE, AND LOCAL REGULATIONS FOR DISPOSAL OF INSERTS PROVIDE INLET PROTECTION AT AREA DRAINS ON -SITE DURING CONSTRUCTION O INLET PROTECTION SCALE: NTS 0 SHEET KEYNOTES 1. SAWCUT AND REMOVE EXISTING AC AS SHOWN UPON COMPLETION OF LIGHT BASE REMOVAL. RESTORE PURSUANT TO DETAIL 1 ON THIS SHEET. 2. SAWCUT AND REMOVE EXISTING AC AS SHOWN FOR 2' WIDE TRENCH. RESTORE PURSUANT TO DETAIL 1 ON THIS SHEET. 3. SAWCUT AND REMOVE EXISTING AC AS SHOWN FOR 5' WIDE TRENCH. RESTORE PURSUANT TO DETAIL 1 ON THIS SHEET. 4. SAWCUT AND REMOVE EXISTING AC AS SHOWN FOR STORAGE TANK FOOTINGS. REFERENCE DETAILS ON DWG S -5.01 FOR FOOTING DETAILS. 5. SAWCUT AND REMOVE EXISTING AC AS SHOWN FOR SUPPLY TANK FOOTING. REFERENCE DETAILS ON DWG S -5.03 FOR FOOTING DETAILS. 6. SAWCUT AND REMOVE EXISTING AC AS SHOWN FOR DISPENSER ISLAND. REFERENCE DWG C -1.03 FOR CROSS SECTION AND PLAN ENLARGEMENT. 7. SAWCUT AND REMOVE EXISTING AC AS SHOWN FOR 8'X8' SHED. REFERENCE DETAILS ON DWG S -5.03. 8. SAWCUT AND REMOVE EXISTING AC AS SHOWN FOR 20'X30' BUILDING. REFERENCE DETAILS ON DWG S -5.03. CITY OF TUKWILA STANDARD CONSTRUCTION NOTES: PRIOR TO STARTING CONSTRUCTION, CONTACT ONE -CALL (1- 800 - 424 -5555) FOR UTILITY LOCATIONS. CONTACTS: PROJECT MANAGER: CHRIS MASTRUP, BLUE STAR GAS DESIGN ENGINEER: TASHA MACK, PROJECT DELIVERY GROUP OWNER: BLUE STAR GAS 1. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. 2. AT LEAST 48 HOURS BEFORE STARTING PROJECT SITE WORK, NOTIFY THE UTILITIES INSPECTOR AT 206 - 433 -0179. 3. REQUEST A PUBLIC WORKS UTILITY INSPECTION AT LEAST 24 HOURS IN ADVANCE BY CALLING 206 - 433 -0179. 4. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. 5. THE CONTRACTOR SHALL HAVE THE PERMIT(S) AND CONDITIONS, THE APPROVED PLANS, AND A CURRENT COPY OF CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE. 6. ALL WORK SHALL CONFORM TO THESE APPROVED DRAWINGS, ANY CHANGES FROM THE APPROVED PLANS REQUIRE PRE - APPROVAL FROM THE OWNER, THE ENGINEER, AND THE CITY OF TUKWILA. 7. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DIRECTOR. 8. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON -SITE. 9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL. 10.PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC WORKS APPROVAL BEFORE IMPLEMENTATION. 11.ALL SURVEYING FOR PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAVD 1988. HORIZONTAL DATUM SHALL BE WASHINGTON STATE (GRID) COORDINATES, NORTH ZONE, USING HORIZONTAL CONTROL MONUMENTS. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE, THE PERMITTEE SHALL PROVIDE CONVERSION CALCULATIONS TO NGVD 1929. 12.REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. 13.RETAIN, REPLACE, OR RESTORE EXISTING VEGETATION IN RIGHTS -OF -WAY, EASEMENTS, AND ACCESS TRACTS. EROSION CONTROL NOTES: 1. THE EROSION PREVENTION AND SEDIMENT CONTROL (ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS. 2. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES, ESTABLISH THE CLEARING LIMITS, INSTALL CONSTRUCTION ENTRANCE, AND INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES. 3. BEFORE ANY GROUND DISTURBANCE OCCURS, ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROL MEASURES (ESC) MUST BE CONSTRUCTED AND IN OPERATION. INSTALL AND MAINTAIN ALL ESC MEASURES ACCORDING TO THE ESC PLAN. 4. ESC MEASURES, INCLUDING ALL PERIMETER CONTROL, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND PERMANENT STABILIZATION IS ESTABLISHED. 5. FROM MAY 1 THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR SEVEN DAYS OR MORE. 6. FROM OCTOBER 1 THROUGH APRIL 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR TWO DAYS OR MORE. IN ADDITION TO COVER MEASURES, THE CONTRACTOR SHALL: A.PROTECT STOCKPILES AND STEEP CUT AND FILL SLOPES IF UNWORKED FOR MORE THAN 12 HOURS. B. STOCKPILE, ON SITE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. C. BY OCTOBER 8, SEED ALL AREAS THAT WILL REMAIN UNWORKED DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30). MULCH ALL SEEDED AREAS. 7. FAILURE TO MAINTAIN ESC MEASURES IN ACCORDANCE WITH THE APPROVED MAINTENANCE SCHEDULE MAY RESULT IN THE WORK BEING PERFORMED AT THE DIRECTION OF THE DIRECTOR AND ASSESSED AS A LIEN AGAINST THE PROPERTY WHERE SUCH FACILITIES ARE LOCATED. 8. DURING THE LIFE OF THE PROJECT, THE PERMITTEE SHALL MAINTAIN IN GOOD CONDITION AND PROMPTLY REPAIR, RESTORE, OR REPLACE ALL GRADE SURFACES; WALLS, DRAINS, DAMS, STRUCTURES, VEGETATION, EROSION AND SEDIMENT CONTROL MEASURES, AND OTHER PROTECTIVE DEVICES IN ACCORDANCE WITH APPROVED PLANS. 9. THE PERMITTEE SHALL MONITOR THE DOWNSTREAM DRAINAGE FEATURES, AND SHALL, WITH THE DIRECTOR'S APPROVAL, REMOVE ALL SEDIMENT DEPOSITION RESULTING FROM PROJECT - RELATED WORK. 10.ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE PERMITTEE IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS AND SPECIFICATIONS AND ASSOCIATED PERMITS ON THE JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. 11.AS THE FIRST ORDER OF BUSINESS, THE PERMITTEE SHALL INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES PER THE ESC AND SHALL INSTALL THE DOWNSTREAM TEMPORARY ESC MEASURES BEFORE ANY SITE DISTURBANCE OCCURS. BEFORE THE TEMPORARY MEASURES ARE REMOVED, INSTALL AND ESTABLISH THE UPSTREAM PERMANENT ESC MEASURES. 12.THE PERMITTEE SHALL AT ALL TIMES PROTECT SENSITIVE AREAS, THEIR BUFFERS, AND ADJACENT PRIVATE PROPERTIES AND PUBLIC RIGHTS -OF -WAY OR EASEMENTS FROM DAMAGE DURING GRADING OPERATIONS. THE PERMITTEE SHALL RESTORE, TO THE STANDARDS IN EFFECT AT THE TIME OF THE ISSUANCE OF THE PERMIT, SENSITIVE AREAS, THEIR BUFFERS, AND PUBLIC AND PRIVATE PROPERTIES AND IMPROVEMENTS DAMAGED BY THE PERMITTEE'S OPERATIONS. 13.PERMITTEE SHALL ARRANGE FOR AND COMPLY WITH THE FOLLOWING: A.NOTIFY THE PUBLIC WORKS DEPARTMENT WITHIN 48 HOURS FOLLOWING INSTALLATION OF ESC MEASURES. B. OBTAIN PERMISSION IN WRITING FROM THE PUBLIC WORKS DEPARTMENT PRIOR TO MODIFYING THE ESC PLAN. C. MAINTAIN ALL ROAD DRAINAGE SYSTEMS, STORM WATER DRAINAGE SYSTEMS, CONTROL MEASURES AND OTHER FACILITIES AS IDENTIFIED IN THE ESC PLAN. D. REPAIR ANY SILTATION OR EROSION DAMAGES TO ADJOINING PROPERTIES AND DRAINAGE FACILITIES. E. INSPECT ACCORDING TO THE APPROVED ESC INSPECTION SCHEDULE AND MAKE NEEDED REPAIRS IMMEDIATELY. DEMOLITION NOTES: 1. ALL PAVEMENTS, CURBS, GROUND COVER, UTILITIES, ETC. INSIDE DEMOLITION LIMITS SHALL BE REMOVED UNLESS OTHERWISE SHOWN ON THE PLANS. CONTRACTOR SHALL CAP /PLUG ALL UTILITIES WHICH ARE TO BE ABANDONED OR REMOVED. 2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED AND NECESSARY PRECONSTRUCTION MEETINGS HELD PRIOR TO COMMENCING WORK. 3. CONTRACTOR SHALL HAVE ALL EXISTING UTILITIES WITHIN PROXIMITY OF WORK AREA LOCATED PRIOR TO WORK. 4. CONTRACTOR SHALL PROTECT AND PRESERVE ALL IMPROVEMENTS ALONG THE PERIMETER OF THE WORK AREA. ANY DAMAGED IMPROVEMENT SHALL BE REPAIRED /REPLACED AT CONTRACTOR'S EXPENSE. 5. DEWATERING OF TRENCHES MAY BE NECESSARY. CONTRACTOR SHALL DISPOSE OF ANY PUMPED WATER IN A MANNER ACCEPTABLE BY THE CITY. 6. WHEN A SAWCUT IS CALLED FOR, THE SAWCUT SHALL BE FOR THE FULL DEPTH OF THE PAVED SURFACE. PROJECT DELIVERY GROUP, uz. �P GroupIIc.com PREPARED FOR: BLUE STAR GAS 880 N. WRIGHT ROAD SANTA ROSA, CA 95407 (707) 573-3130 PROJECT NO: 10014 BLUE STAR GAS FACILITY TUKWILA, WASHINGTON REVISIONS: REVISED 9/9/2011 DEMOLITION AND RESTORATION PLAN DRAWING C 1.02 SHEET 3 OF 10 PLOT DATE/TIME: 9/12/2011 — 11:25om E D C B A \ \ \ \ \ \ \ \ \ 2 3 4 20' SANITARY SEWER EASEMENT \ \ \ \ \ 7 \ f \ \ \ FIRE LANE EASEMENT / / 32' SOUND TRANSIT GUIDEWAY EASEMENT / UTILITY EASEMENT / / / / / / 5T / / / / / / / 5T 5T 57 5T \ / / / / 5T ST - sT - 57 - sT - ST tJ sT / \ / / / / 5 6 0 1 20 40 NO PROPANE TRUCK PARKING � J 1. SIGN DIMENSIONS ARE 12" WIDE X 18" TALL. 2. LETTERS ARE TO BE 1 -1/2" IN HEIGHT. 3. FASTENERS NOT TOO EXCEED 1 -1/2" IN LENGTH. ONO PROPANE TRUCK PARKING SIGN SCALE: NTS 1 4 0 SHEET KEYNOTES 1. 8'x8' SHED. REFERENCE DETAILS ON DWG S -5.03. 2. EXISTING 12' X 53' MODULAR OFFICE WITH ADA RAMP. 3. PROPOSED 30,000 GALLON (WATER CAPACITY) PROPANE STORAGE TANK WITH VEHICLE PROTECTION PURSUANT TO NFPA 58. REFERENCE DETAILS ON DWG 5-5.01 FOR STRUCTURAL SUPPORT. 4. PROPOSED DELIVERY TRUCK PARKING STALL. 5. EXISTING FIRE HYDRANT. 6. EXISTING GATED INGRESS /EGRESS LOCATION. 7. EMPLOYEE PARKING, 3 FULL SIZE, INCLUDING ONE ADA SPACE. 8. PROPOSED 1,150 (WATER CAPACITY) GALLON TANK TO SUPPLY VEHICLE REFUELING DISPENSERS. REFERENCE DETAIL ON DWG S -5.03. 9. PROPOSED FENCE. 10.PROPOSED 40' SLIDING VEHICLE GATE. 11.PROPOSED PEDESTRIAN GATE. 12.NOT USED. 13.EXISTING RAILWAY SUPPORT. NEW SIGNS READING "NO PROPANE TRUCK PARKING" TO BE POSTED ON EACH COLUMN. SIGNS SHALL BE POSTED FOUR FEET ABOVE THE GROUND. REFERENCE DETAIL ON THIS SHEET. 14.EXISTING FENCE. 15.EXISTING ADA ACCESSIBLE ROUTE. 16.ZONING SET BACK. 17.PROPOSED 2- DISPENSER ISLAND FOR PUBLIC REFUELING OF VEHICLES. REFERENCE DETAILS ON THIS SHEET. THE DISPENSERS WILL BE COVERED BY A PREFABRICATED 2 -POLE CANOPY (16'x26') WITH THE "ALLIANCE AUTOGAS" LOGO. THE CANOPY AND RELATED FOOTINGS WILL BE CONSTRUCTED UNDER A SEPARATE BUILDING PERMIT APPLICATION. 18.PROPOSED INFORMATIONAL KIOSK. THE KIOSK AND RELATED FOOTINGS WILL BE CONSTRUCTED UNDER A SEPARATE BUILDING PERMIT APPLICATION. 19.PROVIDE AND PLACE FOUR - 6" DIAMETER PCC FILLED STEEL BOLLARDS, 4' TALL AND 3' BELOW ADJACENT SURFACE. 20.CONSTRUCT 20'x30' BUILDING UNDER SEPARATE PERMIT. 21. CONSTRUCT FIRE MONITOR WITH 4" CONCRETE FILLED STEEL BOLLARDS, 4'TALL AND BURIED 3'. 22. PLACE 6 -INCH WIDE YELLOW REFLECTIVE STRIPING ALONG THE NORTH AND SOUTH LIMITS OF THE SOUND TRANSIT GUIDEWAY EASEMENT (REC NO. 20061019001881). 23. PLACE 6 -INCH WIDE YELLOW REFLECTIVE LETTERING TO READ "NO PROPANE TRUCK PARKING ". LETTERS ARE TO BE LOCATED 18- INCHES CLEAR INSIDE THE NORTH AND SOUTH LIMITS OF THE SOUND TRANSPORTATION EASEMENT, AND SPACED AT APPROXIMATELY 50 FEET ON CENTER. 10" TUBE STEEL CO .MN FUEL DISPEN ODISPENSER ISLAND PLAN ENLARGEMENT 1 SCALE: NTS BOLLARD EXISTING AC / 10" TUBE STEEL COLUMN FUEL DISPENSER 4' BOLLARD EXISTING AC O 2 DISPENSER ISLAND CROSS SECTION SCALE: NTS 8 E D C .4 B A ``*'• PROJECT DELIVERY GROUP. u_ . �P GroupIIc.com PREPARED FOR: BLUE STAR GAS 880 N. WRIGHT ROAD SANTA ROSA, CA 95407 (707) 573-3130 PROJECT NO: 10014 BLUE STAR GAS FACILITY TUKWILA, WASHINGTON REVISIONS: REVISED 9/9/2011 SITE PLAN DRAWING C -1.03 SHEET 4OF10 EXISTING TREES EXISTING LANSCAPING PLOT DATE/TIME: 9/9/2D11 — 7:4 vm osnlogmn \ DRAWINGS \1000146 -6 \10001 a_Slte Plan 9 9-11 AD PILE: e \PDOROUP Projects \10014 PREPARED FOR: BLUE STAR GAS 880 N. WRIGHT ROAD SANTA ROSA, CA 95407 (707) 573-3130 BLUE STAR GAS FACILITY TUKWILA, WASHINGTON 1 PLACE 4" WHITE REFLECTIVE STRIPING FOR TRUCK PARKING. 2. PLACE 4" REFLECTIVE STRIPING TO PROVIDE GUIDANCE FOR REFUELING STATION TRAFFIC. SEE DWG C-1 .07 FOR CIRCULATION REMOVE EXISTING 4 PARKING STRIPE. PLACE 4" WHITE REFLECTIVE STRIPING FOR PARKING STALLS. EXISTING RAILWAY SUPPORT. NEW SIGNS READING NO PROPANE TRUCK PARKING TO BE POSTED ON EACH COLUMN. SIGNS SHALL BE POSTED FOUR FEET ABOVE THE GROUND. REFERENCE DETAIL 0N DWG C'1.03. PLACE 6-INCH WIDE YELLOW REFLECTIVE STRIPING ALONG THE NORTH AND SOUTH LIMITS OF THE SOUND TRANSIT GUIDEWAY EASEMENT (REC NO. 20061010001881). PLACE 6-INCH WIDE YELLOW REFLECTIVE LETTERING TO READ 'NO PROPANE TRUCK PARKING. LETTERS ARE TO BE LOCATED 18-INCHES CLEAR INSIDE THE NORTH AND SOUTH LIMITS OF THE SOUND TRANSPORTATION EASEMENT, AND SPACED AT APPROXIMATELY 50 FEET ON CENTER. PLOT DATE/TIME: 9/12/2011 — :zaom AD PILE: e \PDOROUP Projects \10014 — Bluest, Washington \ DRAWINGS \100014_6- 6 \100014_Slte Plan _9 8 11.dwg PREPARED FOR: BLUE STAR GAS 880 N. Wmo*rnu^o SANTA ROSA, CA 95407 (707) 573-3130 BLUE STAR GAS FACILITY TUKWILA, WASHINGTON \ \ \ \ \ \ ■ — — x x = — — - - - -^x — h k 1 fl. I I I I ■ II � — x — f'``r 1 1 ww I I •y +L I I '1 a 1 x,: 1 I 1 1 1 I 1 I.Yt % 1 1 1 5'• I .p 1 .II / / \ \ \ \ \ \ \ 51\ S\ 5 \ \ \ \ )\ •r / / / ST / S1 / s1 / / sT 5T / / / / / ST — 51 — ST — ST — ST tJ / (40 0 0 SHEET KEYNOTES 1. EXISTING RAILWAY SUPPORT COLUMN. NEW SIGNS READING NO PROPANE TRUCK PARKING" TO BE POSTED ON EACH COLUMN. SIGNS SHALL BE POSTED FOUR FEET ABOVE THE GROUND. REFERENCE DETAIL ON DWG C -1.03. 2. 75' DELIVERY TRUCK TRACKS. 3. PUBLIC REFUELING TRAFFIC ACCESS. 4. PLACE 6-INCH WIDE YELLOW REFLECTIVE STRIPING ALONG THE NORTH AND SOUTH LIMITS OF THE SOUND TRANSIT GUIDEWAY EASEMENT (REC NO. 20061019001881). 5. PLACE 6 -INCH WIDE YELLOW REFLECTIVE LETTERING TO READ NO PROPANE TRUCK PARKING ". LETTERS ARE TO BE LOCATED 18- INCHES CLEAR INSIDE THE NORTH AND SOUTH LIMITS OF THE SOUND TRANSPORTATION EASEMENT, AND SPACED AT APPROXIMATELY 50 FEET ON CENTER. 1 20 40 PROJECT DELIVERY GROUP, u_c �P GroupIIc.com PREPARED FOR: BLUE STAR GAS 880 N. WRIGHT ROAD SANTA ROSA, CA 95407 (707) 573-3130 PROJECT NO: 10014 BLUE STAR GAS FACILITY TUKWILA, WASHINGTON REVISIONS: REVISED 9/9/2011 CIRCULATION PLAN PLOT DATE /TIME: 9/9/2D11 — 7:43pm ash'ington \ DRAWINGS \100014_6- 6 \100014_Site Plan 9 -9 -11 CAD FILE: E: \PDGROUP Projects \10014 1 \ \ \ \ \ \ 2 I I ■ \ ■ ■ ■ \ \ --- _ _- $- -_�- -. - --. , ::• - V%_- sue-- x■ •s.n ssi 3 4 -------- - - - - -- x�x - -• . -r:.:� • -- - - - - - - -- ICI U 5 ■ T-- \ \ \ \ \ 5T 4 :i • \i / 7 / / / / / / 5T / sT 55 - 5T - 5-- \ / / 5T / / / -5T SST SST -ST 'j 5T / / / 24" S 12" SAND 1/2" PE AIR ® 3Opsi TO BE PROVIDED BY OWNER 3/4" ELECTRIC CONDUIT SCH40 PVC W /PULL STRING 1" ELECTRIC CONDUIT SCH4D PVC W /PULL STRING 1 ELECTRIC CONDUIT SCH40 PVC W /PULL STRING DUCT BA \K SEC ERVING 30,000 GA 0\ A\ ,< 18" S 1 8" 12" SAND X3/4" PE COMPUTER 3/4" PE CONTROL CIRCUIT 3/4" 240V POWER FOR 1 -1/2 HP PUMP MOTOR 1/2" PE AIR DUC BAN ERVING =U K SEC ON -CNG IS_A \D DUCT BA \/K S -C 0 \S SCALE: NTS 1 2 5 0 20 40 CITY OF TUKWILA WATER GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND AMERICAN PUBLIC WORKS ASSOCIATION, WASHINGTON STATE CHAPTER, 1994 EDITION, TOGETHER WITH THE LATEST EDITION OF THE CITY OF TUKWILA ENGINEERING STANDARDS. 2. AN APPROVED COPY OF THESE PLANS MUST BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 3. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY IN CITY RIGHT -OF -WAY. 4. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CITY OF TUKWILA ENGINEERING DEPARTMENT (433 -1850) MUST BE CONTACTED FOR A PRECONSTRUCTION MEETING. 5. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT I5 THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SHALL CONTACT THE UTILITIES UNDERGROUND LOCATION SERVICE (1- 800 - 424 -5555) PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE SHALL BE IMMEDIATELY CONTACTED IF A UTILITY CONFLICT EXISTS. 6. THE WATER MAIN DISTRIBUTION SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE CITY OF TUKWILA ENGINEERING DEPARTMENT. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY. 7. CONNECTIONS TO EXISTING FACILITIES SHALL BE SEALED OFF UNTIL CONSTRUCTION IS COMPLETED. NO CONNECTIONS WILL BE ALLOWED UNTIL THE NEW WATER MAINS HAVE PASSED ALL PRESSURE AND PURITY TESTS. 8. WATER MAIN PIPE, BEDDING, AND TRENCH COMPACTION: A. ALL WATER MAIN PIPE TO BE CEMENT LINED, CLASS 52 DUCTILE IRON, CONFORMING TO A.N.S.I. SPECIFICATIONS A -21.51 (A.W.W.A. C151 -76), OR LATEST REVISION. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO A.N.S.I. A- 21.4 -74 (A.W.W.A. C104 -74), OR LATEST REVISION. B. PIPE JOINTS TO BE PUSHED -ON, MECHANICAL OR FLANGE JOINTS. C. ALL WATER MAIN PIPE FITTINGS TO BE CEMENT LINED, CLASS 250 CAST IRON, CONFORMING TO A.N.S.I. A -21.10 AND A- 021.11 -77, OR LATEST REVISION D.ALL WATER MAIN PIPE BEDDING TO BE A.P.W.A. CLASS "C ". E. ALL WATER MAIN CEMENT CONCRETE THRUST BLOCKS TO CONFORM TO STANDARD DETAIL SHOWN ON THE PLANS. F. ALL WATER MAIN TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 92% DRY OPTIMUM DENSITY PER A.S.T.M. D- 1557 -70 (MODIFIED PROCTOR) PRIOR TO TESTING WATER MAINS FOR ACCEPTANCE. 9. ALL WATER MAIN PIPE 10" AND SMALLER TO MAINTAIN A MINIMUM COVER AT36 INCHES BELOW FINISHED GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE LOWERED TO CLEAR. 10.ALL WATER MAINS SHALL BE PRESSURE TESTED AND DISINFECTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE WASHINGTON STATE HEALTH DEPARTMENT AND CITY OF TUKWILA STANDARDS. ALL INSPECTION AND PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF, AND UNDER THE SUPERVISION OF, THE CITY ENGINEER AND /OR HIS REPRESENTATIVE. 11.CONTRACTOR TO PROVIDE PLUGS AND /OR TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE -IN. 12.ALL FITTINGS SHALL BE CAST IRON OR DUCTILE, WITH FLANGED OR MECHANICALJOINT CONNECTION, AND BE THE SAME THICKNESS CLASS AS THE PIPE USED. 13.LIVE TAPS TO BE COORDINATED WITH CITY AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 14.ALL PIPE FITTINGS TO BE LISTED AND LABELED U.S. FOR FIRE SERVICE; INSTALLED, TESTED AND FLUSHED AS SPECIFIED BY NFPA STANDARDS NO. 13 AND NO. 24. PROPERLY COMPLETED CONTRACTOR'S MATERIAL AND TEST CERTIFICATES ARE TO BE PROVIDED TO WASHINGTON SURVEYING AND RATING BUREAU AND THE CITY OF TUKWILA. UTILITY NOTES: 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES OVER 4 -FEET DEEP. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. 2. POWER, CABLE, FIBER OPTICS, AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A 5' MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTILITIES. 3. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS AFTER ASPHALT PAVING. 4. PRIVATE UTILITY WORK TO BE COMPLETED IN ACCORDANCE WITH APPLICABLE STATE AND LOCAL CODE REQUIREMENTS. 0 SHEET KEYNOTES 1. NOT USED. 2. CONSTRUCT FIRE MONITOR WITH 4" CONCRETE FILLED STEEL BOLLARDS, 4'TALL AND BURIED 3'. 3. EXTEND EXISTING 8" WATER SERVICE FROM EXISTING TEE WITH 6" DUCTILE IRON PIPE AS SHOWN. CONTRACTOR TO VERIFY LOCATION AND SIZE OF EXISTING TEE. 4. EXISTING FIRE HYDRANT. 5. CONSTRUCT DUCT BANK. REFERENCE DETAIL 1 HEREON. 6. CONSTRUCT TANK FILLING EQUIPMENT. 7. CONSTRUCT 8'x8' SHED WITH DELUGE VALVE, LIGHT AND SPACE HEATER. 8. CONSTRUCT ELECTRICAL CONDUIT. 9. CONSTRUCT FLAME DETECTOR. 10. CONSTRUCT 20'X30' BUILDING UNDER SEPARATE PERMIT. 8 PROJECT DELIVERY GROUP, u_ . "P GroupIIc.com PREPARED FOR: BLUE STAR GAS 880 N. WRIGHT ROAD SANTA ROSA, CA 95407 (707) 573-3130 PROJECT NO: 10014 BLUE STAR GAS FACILITY TUKWILA, WASHINGTON REVISIONS: REVISED 9/9/2011 UTILITY PLAN DRAWING C -1.09 SHEET 8OF10 PLOT DATE/TIME 9/9/2011 - 7:44pm F D c B A TYP EA GUSSETT> 1/4 V TYP EA GUSSETT> 1/4 V3 " -10" TYP >3/16 V SLOTTED HOLE CD Z 0 0 • TANK TANK BEARING BAND TANK BEARING PAD Y2 "x6)2 „x9„ Y2 "x8 "x1' -3' -2" FL Y2 "x8 "x1' -8Y2" GUSSET PL Y2 "x9 "x1' -8Y2" 13/4"0 A36 THREADED ROD W/ NUT & WASHER SEISMIC ANCHOR SCALE: N.T.S. EI:ID 4d (2)/2" MIN.) 180° 90° 90° 135° MIN INSIDE MIN INSIDE BAR SIZE BEND 0 "D" BAR SIZE BEND 0 "D" 3— 8 6d #3 — 5 4d 9 — 11 8d #6 — #8 6d #14 (Sc #18 10d TYPICAL STIRRUPS STANDARD BAR HOOKS AND TIES AND BENDS 48 @MASONRY, SEE REINFORCING STEEL GENERAL NOTES FOR CONCRETE 16 GA MIN. TIE WIRE TYPICAL REBAR HOOKS & BENDS SCALE: 2� N.T.S. S -5.01) 1' -8 "± N \ ” CLR TYP 11 —8 "f • SEISMIC ANCHOR #4 STIRRUPS x fl18" @ EA FACE 4" PVC LIFTING LUG 2 —PER SADDLE 13' -0" 1 ELEVATION SCALE: 3� N.T.S. S -5.01) 1' -6" 0 N SEISMIC ANCHOR ONLY @ ONE SADDLE �HORZ #4 @ 12"OC EA FACE (13) #7 VERT EA FACE AT SADDLE W/ ANCHOR, 0 0 J U SLOPE Y" PER 1' 2" CLR (13) #4 VERT EA FACE AT SADDLE W/0 ANCHOR (7) #4 @ TOP EA DIRECTION #4 SPLICE LENGTH = 16" (15) #6 @ BTM EA DIRECTION, SPACE EQ, #6 SPLICE LENGTH = 24" J U ,, CLR 13' -0" SQUARE III III I_ ELEVATION SCALE: N.T.S. ELD ELEVATION VIEW SCALE: 5 1/8 " =l' -0" 5 PROJECT ❑ELN/ERY GROUP. I , c "F'DGrouplIc.com PREPARED FOR: BLUE STAR GAS 880 N. WRIGHT ROAD SANTA ROSA, CA95407 (707) 573-3130 PROJECT NO: 10014 BLUE STAR GAS FACILITY TUKWILA, WASHINGTON REVISIONS: PAD 38' -11" PAD VERIFY TANK DIMENSION BEFORE CONSTRUCTION PLAN VIEW SCALE: g� N.T.S. S -5.01) PROPANE TANK GENERAL NOTES DESIGN LOADINGS (PER ASCE 7 -05) WIND (3 SECOND GUST) 90 MPH EXPOSURE C SEISMIC DESIGN CATEGORY D SITE CLASS D SEISMIC IMPORTANCE FACTOR 1.50 HORIZONTAL TANK: TANK WEIGHT: 51,000 lb FUEL WEIGHT: 4.25 Ib /GALLON TANK CAPACITY:30,000 GALLONS (ONLY FILLED TO 90 %) GENERAL 1. THESE NOTES ARE GENERAL. SPECIFIC INFORMATION ON THE DRAWINGS DIFFERING FROM THESE NOTES SHALL APPLY. 2. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE DRAWINGS PRIOR TO CONSTRUCTION. 3. ALL CONSTRUCTION SHALL CONFORM TO IBC 2009. 4. ALL CODES, STANDARDS, AND SPECIFICATIONS SHALL BE OF THE LATEST REVISIONS UNLESS NOTED OTHERWISE. 5. SPECIAL INSPECTIONS REQUIRED SHALL BE PER CHAPTER 17. FOUNDATIONS 1. FOUNDATION IS BASED ON SOIL AT THE SITE, CONSISTENT WITH TABLE 1804.2, CLASS OF MATERIAL No. 4, WITH ALLOWABLE BEARING VALUE OF: DEAD + LIVE LOADS DEAD + LIVE + LATERAL LOADS 2000 PSF 2667 PSF 2. FOOTINGS SHALL EXTEND 1' -0" INTO FIRM, UNDISTURBED, NATURAL SOIL. 3. THE CONTRACTOR SHALL PROVIDE THE ENGINEER AT LEAST 48 HOURS NOTICE FOLLOWING EXCAVATION FOR FOUNDATIONS AND PRIOR TO THE PLACEMENT OF FORMWORK, REINFORCING STEEL AND CONCRETE. CONCRETE 1. CONCRETE PERTINENT TO THE INSTALLATION OF PROPANE TANKS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AND A MAXIMUM SLUMP OF: STRENGTH SLUMP FOUNDATIONS & RETAINING WALLS 3500 PSI 4" TOTAL AIR ENTRAINMENT (1.5 %) = 6% MAXIMUM WATER— CEMENT RATIO = 0.50 2. FOR ALL OTHER PERTINENT CONCRETE NOTES, REF. GENERAL STRUCTURAL NOTES. STRUCTURAL STEEL 1. THE BUILDING SHALL BE BY THE MANUFACTURER AS A COMPLETE SYSTEM. MEMBERS AND CONNECTIONS NOT STRUCTURAL STEEL SHALL BE: ASTM A572 GR. 50 WIDE FLANGE SHAPES, BRACED FRAME GUSSET PLATES. FLEXURAL DOUBLER PLATES, OTHER USES AS NOTED. ASTM A36 REFERENCED STANDARD CHANNELS, ANGLES, EXCEPT AS NOTED. ASTM A500 GR. (FY = 50 KSI) B HOLLOW STRUCTURAL SECTIONS (TUBES) ASTM A53, GR. (FY = 50 KSI) B PIPES 2. HOT ROLLED MEMBERS SHALL BE FABRICATED IN ACCORDANCE WITH AISC SPECIFICATION FOR PIPE, TUBE, AND ROLLED STRUCTURAL SHAPES AND PRIMED. 3. FABRICATE BUILT —UP MEMBERS IN ACCORDANCE WITH COMMON INDUSTRY PRACTICES. SPECIAL INSPECTION 1. SPECIAL INSPECTION REQUIRED PER CHAPTER 17 OF THE 2009 IBC FOR THE FOLLOWING ITEMS: — REINF CONCRETE WALLS 7 8 B A STRUCTURAL DETAILS DRAWING S -5.01 SHEET 9 OF 10 VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD 1. INSPECTION OF REINF STEEL — X ACI 318: 3.5, 7.1 -7.7 2. VERIFY USE OF REQUIRED DESIGN MIX — — ACI 318: CH. 4 5.2 -5.4 3. AT THE TIME FRESH CONC IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TEST, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE X — ASTM C 172 ASTM C31 ACI 318: 5.6, 5.8 4. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED — X ACI 318: 6.1.1 7 8 B A STRUCTURAL DETAILS DRAWING S -5.01 SHEET 9 OF 10 PLOT DATE/TIME 9/9/2011 - 7:44pm F D c B A s 42" 1150 GAL PROPANE 'TANK (2350# MAX. WEIGHT) 7/$ "0x15" EMBED. (3" PROD.) F1554 GR. 55 A.B.'S. REFERENCE TANK CUT SHEETS FOR QUANTITY OF HOLES (2 ASSUMED FOR DESIGN) 3" CIL 7Y2 1 O' —O" #4'S © 12" E.W. TOP & TYP. o/c BTM, SQUARE VERTICAL PROPANE TANK FOUNDATION SCALE: �� N.T.S. N.T.S. 5 -5.03 / S -5.03 / 4" SLAB ON GRADE W /THICKNED EDGE & #3'S © 18" 0.C. E.W. W cc 0 ro 8'x8' SHED FOUNDATION SCALE: N.T.S. u_ 0 1/8" CONTROL JOINT: OPTION 1 • 1/8" SAWCUT SAME DAY AS POOR CLEANED & FILLED WITH JOINT FILLER AS LATE AS POSSIBLE. OPTION 2 • 1 /8" PREMOLDED STRIP FLUSH WITH SURFACE. CONCRETE SLAB SLAB THICKNESS, _(REF. PLANS. VAPOR BARRIE 3" SAND LAYER 3/4" MINUS (OR EQUIV COMPACTED SUBGRAD NATIVE, UNDISTURBED EARTH FREE & VOID OF ORGANIC MATERIAL & ANY VEGETATION. TYPICAL SLAB @ CONTROL JOINT SCALE: 3- N.T.S. S -5.03' THICKENED SLAB EDGE SCALE: N.T.S. S -5.03 5 PROJECT GROUP.I,c "F'DGrouplIc.com PREPARED FOR: BLUE STAR GAS 880 N. WRIGHT ROAD SANTA ROSA, CA95407 (707) 573-3130 PROJECT NO: 10014 BLUE STAR GAS FACILITY TUKWILA, WASHINGTON REVISIONS: 7 8 D c B A STRUCTURAL DETAILS DRAWING S -5.03 SHEET 10 OF 10