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HomeMy WebLinkAbout7851 ROSEDALE Hwy_UST 5.28.10MOODS. ALARMS SPG°3U1 LER SYSTEMS SPRAY BOOTH AST UST Permit No. 'Permit No. Permit No. Permit No. Permit No. Permit No. File Number: app 4 z.7..3 Date Received: 5 —25r-- /O Address: Bakersfield, CA 933 ' Business Name: Ay-c-0 SYSTEM: BUILDING SQUARE FEET: New Mod. ❑ ❑ Commercial Hood System ❑ ❑ Fire Alarm System ❑ ❑ Fire Sprinkler System ❑ ❑ Spray Finish Systern ❑ ❑ Aboveground Storage Tank / Storage Tank ❑ Underground minor E1 D TrsT cew- modification Underground Storage Tank removal Underground Storage Tank i ❑ ❑ Other: Comments: Building Sq. Feet: Calculation Bldg. Sq. Ft: L /A 1. 2. 3. 4. INSPECTION LOG Date Time C 1E r/ rj / /o EVA.-') Sc eowde.'e f 7Es7 --7U- + vDc t z/CE T6 f r2/ �� �,�•� E1 D TrsT cew- F,-- / Tu'Q-IAJ up(- sousue-s- i ature Signature �iNC ") 60 1E BAKERSFIELD FIRE DEPARTMENT UNDERGROUND STORAGE TANK Prevention Services 1600 Truxtun Ave., Suite 401 PERMIT APPLICATION Ii -E N.SIP D Bakersfield, CA 93301` TO CONSTRUCT- INSTALL NEW TANK (NEW FACILITY) /NEW PI8! Phone: 661-326-3979 •Fax: 661 - 852 -2171 TANK INSTALL (EXISTING FACILITY) /MOD -MINOR MOD ARTM r Page 1 of 1 (Permit # TYPE OF APPLICATION: ❑ NEW TANK INSTALL/NEW FACILITY eNEW TANK INSTALL/EXISTING FACILITY CHECK ONE ONLY ❑ MODIFICATION OF FACILITY ❑ MINOR MODIFICATION OF FACILITY STARTING DATE/ PROPOSED;COMPLETION'DATE {'',_, _ FACILITY NAME Zc�s� 7P LE 'Pi A_Z R - -ok) ^ LL� EXISTING FACILITY PERMIT #.,: FACILITY ADDRESS 5 i SC- —` A LE HC� 1�z� Y CITY 1S^ V,E TZ5 'V1r `^ ZIP CODE Q 9 TYPE OF BUSINESS '., 1' APN # c 'J i� GAS ©��NE D`s�NS�N� 'F�c�t_�Ty Gt�F' TANK OWNER 1 %C s J ?c- ,7 l', a O PHONE #��1 ADDRESS'-485% go SF ,j) L:E CITY A , r `^ ZIP CODE ,3,3NO CONTRACTOR !�1 f CA LICENSE C #" lJ ICC # `[Q" 6��81 525 282 U 1 ADDRESS CITY 210C '06E 663 .JZQ,sE1�F1 LE' Nw ""f _# PHONE #'_ `_,BAKERSFIELD�CITY;BUSINESS LICENSE # WORKMANS COMP' INS "RER{ (P �1 BRIEFLY DESCRIBE THE WORK TO BE DONE: i .. ew T /1 I 7 in . \ r k /1 nn Al i ^ a r 59.E WATER TO FACILITY PROVIDED BY ' DEPTH TO GROUND WATER SOIL TYPE EXPECTED AT SITE # OF TANKS TO BE INSTALLED ARE THEY FOR MOTOR FUEL? SPILL PREVENTION CONTROL AND COUNTERMEASURES PLAN ON FILE? IY YES ❑ NO ❑ YES ❑ NO THIS SECTION IS FOR MOTOR FUEL STORAGE TANKS FOR OFFICIAL USE ONLY APPLICATION RATE •- ' - - - - ,' - ` _- # OF TANKS - FEES THE APPLICANT HAS RECEIVED, UNDERSTANDS, AND WILL COMPLY WITH THE ATTACHED CONDITIONS OF THIS PERMIT AND ANY OTHER STATE, LOCAL, AND FEDERAL REGULATIONS. THIS FORM HAS BEEN COMPLETED_,UNDER PENALTY OF PERJURY, AND TO THE BEST OF MY KNOWLEDGE IS TRUE AND CORRECT. A ED BY X f APPLICANT NAME (PRINT) APPLICANT SIGNATURE If%DEL C-AjZRi LLCM 44\Cttk C0�'Rtk_l.t THIS APPLICATION BECOMES A PERMIT WHEN APPROVED FD2086 (Rev 06/07) Page 1 of 2 LEAK DETECTION T' k -4 N 0 J., Q G 1'. S),ii-c MDleak. Testing Facility Certification CONFIDENTIAL Test Type: California ELD New Construction Test (No Fuel in Systeflt�st & Final Express Test Facility Name: Arco AM/PM Job #: 2339 Prepared For: BSSR, Inc. Site Address: 7851 Rosedale HWY. City: Bakersfield Primary Test Leak Rate: .005 gph State and Zip: CA 93308 Secondary Test Leak Rate: .1 gph Shut Date: 1/10/2011 End. Date: 1/10/2011 SYSTEM TKI DSL -'Product PASS PASS. .,,t-prild. . en #ry PASS USe_on e da �-i, ....en. PASS fy NA NA PASS PASS Turbine: um El PASS lur.... me:Headt PASS a por .'sutd o. PASS "F El PASS Fill"..4NO06 P6 00t: PASS U.130 9* PASS -ill W. L PASS Y. 91H.- B4O0140L- -000 *.S NA .... ....... ...... . Certifying Field Technician- Ken Huey State Lie. # 01 Certification _Leak Rate: .005 gph Certifying Technician Signature: Date: 1/10/2011 This is a statement to confirm that the components listed above, at the time of testing, have been tested to a leak sensitivity listed above using the MDjggksm Method. The MD!q&sm Method is one of the most versatile and comprehensive testing procedure offered to the petroleum industry. All petroleum owners and contractors which utilize the MDleaksm Method can be assured that their faciliW.,has passed the Nation's highest standard in preventative leak detection. I declare under penalty of perjury that I am a licensed tank tester in the state addressed above and that the information contained in this report is true and correct to the best of my knowledge. If you have any questions on the testing please do not hesitate to call. 520-207-4878. Statement Confirmed by: Date: 1/10/2011 -LEAK DETECTION MDIeaks. Testing 7851 Rosedale Hwy. Page 2 of 2 Log of Repaired Leak) A MtaCiuffr Xerxes Brine 47 8 ft Tank Sump Boots Turbine Xerxes Smith Red Jacket Smith Fibercast Manufacture Smith Fibercast - Double Wall Smith Fibercast - Double Wall Flexing FiTeftems OPW NA I Referenci # I Date I Time Status Manufacture BILLING & PERMIT STATEMENT Otte, BAKERSFIELD FIRE DEPARTMENT B E R S F I D Prevention Services PERMIT # FIRE ' 1501 Truxtun Avenue, 1' Floor *ARrm r Bakersfield; CA 93301 Phone: 661 =326 -3979 • Fax: 661-852-2171 SITE INFORMATION Spray Booth (New & Modification) LOCATION OF PROJECT PROPERTY OWNER STARTING DATE COMPLETION DATE NAME RoSE�LT PROJECT NAME O(GSEL. VST tN3STALLATIO'rJ ADDRESS �d51 RoSt_��E PHONE # 66%- 588 -055 PROJECT ADDRESS + c� CITY gA�.ERS�I LLD STATE ZIP CODE �i 33 a�, $96 /tank CONTRACTOR INFORMATION 82 ❑ CONTRACTOR NAME "FAC KETT CA LICENSE # TYPE OF LICENSE EXPIRATION DATE Cb l If 6- o - 1. 1 PHONE # Co- 588-2114 CONTRACTOR COMPANY NAME FAX # ADDRESS �GSo IZOsEDALE HtAI �P CITY S� �3.VER�ELb ZIP CODE �1330� • All permits must be reviewed, stamped, and approved PRIOR TO BEGINNING WORK. ❑ Alarm - New & Modification (minimum charge) $280 ❑ Over 10,000 sq ft $0.028 x sq ft ❑ Sprinkler - New & Modification (minimum charge) $280 ❑ Over 10,000 sq ft $0 .028 x sq ft ❑ Minor Sprinkler Modification ( <10 heads) $96 (inspection only) 84 ❑ Commercial Hood (New & Modification) $470 ❑ 1 Additional hood 1$58 ❑ Spray Booth (New & Modification) $470 98 ❑ Aboveground Storage Tank (1 inspection per installation) AST $180 /tank 82 ❑ Additional Tank ATI $96 /tank 82 ❑ Aboveground Storage Tank (Removal, Mod,or Inspect'n) ATR $109 /tank 82 Ur Underground Storage Tank (Installation /Inspection) NI 878 /tank -0-1:5 82 • Underground Storage Tank (Modification) MOD $878 /site 82 • Underground Storage Tank (Minor Modification) MTM $167 /site 82 • Underground Storage Tank (Removal) TR $573 /tank 84 • Mandated Leak Detection (test) /Fuel Mont Cert/SB989 NOTE: $96 /hr for each type of test/per site even if scheduled at the same time TT $96 /hr (2 hrs minimum) =$192 _ 82 • Oil well (Installation, Inspection, or re- inspection) X $96 /hr 82 • Tent # $96 /tent 84 • After -hours inspection fee $121 /hr (2 hrs minimum) =$242 • Pyrotechnic (1 permit per event, plus an inspection fee of $96 /hr during business hours) PY NOTE: After hours Pyrotechnic event inspection is @ 121 /hr $96 /hr + (5 hrs min standby fee /insp) =$576 5 hrs min standby fee ins = 605 84 • Re- inspection /Follow -up Inspection $96 /hr 84 • Portable LPG (Propane): # of Cages? _ $96 /hr 84 • Explosive Storage $266 84 • Copying & File Research (File Research fee $50 /hr) $0.25 /page 84 • Miscellaneous 84 CH j i•� DIESEL FUELING ADDITION N.T.S. 7851 ROSEDALE HWY., BAKERSFIELD, CALIFORNIA 93308 .�' is��; .s-'�S.,�t::�+.l:�F ' p,u4�5� ( �' I -- :3a::...... -.=i.: �3%F. :r,«.; ": -�' PROJECT DATA FUEL SYSTEM (SHEET INDEX) FS0-1 FUEL SYSTEM COVER SHEET I' fia a s3aas�i�'+ FS1 -1 FUEL SYSTEM SITE PLAN APPLICANT: FIEDLER GROUP FS2 -1 12K DIESEL TANK CONTACT: PATRICK O. FIEDLER FS3-1 DISPENSER DETAILS 2322 WEST THIRD STREET ' Fs3.2 MISC. DETAILS LOS ANGELES, CALIFORNIA 90057 FS3-3 VENT RISER DETAILS PHA (213) 381 -7891 Fa4 -1 FS5-11 MATERIAL LIST VEEDER -ROOT WIRING DIAGRAM FAX M (213) 381 -1517 FS5-21 VEEDER -ROOT VAC. MONITORING DIAGRAM PROJECT TEAM FUEL SYSTEM DESIGN: FIEDLER GROUP CONTACT: KYLE J. ESSE ' 2322 WEST THIRD STREET LOS ANGELES, CALIFORNIA 90057 PHA: (213) 381-7891 FAX M (231) 381 -1517 SITE VICINITY MAP DESCRIPTION OF WORK TANK N.T.S. 1. INSTALL (1)12,000 GALLON DIESEL'XERKES' DOUBLE WALL FIBERGLASS TANK 2. INSTALL PHASE I EQUIPMENT WITH DROP TUBE, FILL BUCKET 3. INSTALL DOUBLE WALL FILL & TURBINE SUMP WITH HYDROSTATIC SENSOR, _. LIQUID SENSOR, TURBINE WITH PLLD & ATG DISPENSERS 1. INSTALL (2) 'GILBARCO- DISPENSERS 2. INSTALL 'BRAVO' DOUBLE WALL DISPENSER SUMP WITH VEEDER ROOT HYDROSTATIC SENSOR SUMP SENSOR 3. INSTALL * DPW PRODUCT IMPACT VALVE VENT 1. INSTALL 'BRAVO' DOUBLE WALL VENT SUMP WITH VEEDER ROOT HYDROSTATIC SENSOR LIQUID SENSOR & VENT CAP PIPING 1. INSTALL "SMITH FIBERCAST' DOUBLE WALL FIBERGLASS PIPING FOR ALL PRODUCT, VENT & SLOPE 11 S' MIN. PER. FT. BACK TO TANK MISC. 1. INSTALL (4) S' DIA. GUARD POST 2. INSTALL (2) 3W CONCRETE ISLAND 3. INSTALL OVERFILL ALARM, ACKNOWLEDGEMENT SWITCH & ESO INSTALL (I I SITE 4 CONTAINMENT MONITORING SYSETEM KI W1 TUB NG AND F TTINGS,SECONDARY NOTES 1. TANK & PIPING SYSTEM COMPLIANT WITH AB -2481 REQUIREMENTS ENHANCED LEAK DETECTION NOTES • The complete fuel system, product, vapor, vent & UST's will have an Pre & Post ELD Performance Test completed using the iota Vaportite V -005 and Enhanced Tracer Tight method per the guidelines In LG 162 -2. _ The CaliforNa approved testing contractor, CGRS, requires submittal of scaled site plans and a Completed IOTA Project & System Information Form submitted prior to pro)eol - mmencemenf. Documents may be obtained at: _ httoJ/www.iolaleakd .,On.comldocumen(slcontractor instructions.Odf _ • CGRS Requires a minimum of 30 days advanced notice to schedule all testing. • Pre -ELD testing of the fuel system is required after the fuel system has passed secondary testing and has been backlilled but prior to placement of concrete & asphalt paving. • Post -ELD testing of the entire fuel system is required after all fueling equipment has been Installed but prior to product being placed in the UST's. • Contractor is responsible for oontractIng with ELD testing company, scheduling all inspections and delivering a passed performance test documentation to the client. • If an aftemate equivalent testing contractor is to be used they must meet the criteria listed in LG 162 -2 and be approved by the State Water Resource Control Board. j i Q U 8 LU 0 w W 4 U a 0 rp I I � P.L M m'1ZtC E T6A KEY SITE PLAN SCALE I'W (E) GASOLINE -� FUELING AREA (NO WORK) /� \ HTIT (N) DISPENSERS 8 ®• ISLANDS (TYP.) TANK GASOLINE SHGr ERG WII TANKS `SHUTOFF SWITCH V (NO WORK) •s • (N) U.G. DOUBLE WALL FIBERGLASS TANKS— (N) YARD LIGHT— — —Fz JETWAY— — — " t 4 7 I 1 I 1 — �—�—�— (N) VEEDER ROOT PANEL INSIDE BLDG I I I I I I I � I D I I I I I I I I I I (N) VENT TRANSITION SUMP &VENTRISER (N) OVERFILL ALARM „ MOUNT ON VENT RACK — pFESSIpNq� 0. m CM No. C -38123 rn * Exp. 3-31-2011 J1l CIV�t Q- qTF OF C N MIU, AJ kL 'Nor ARCO evamcw FR0w=auc fie(Hergroup -Architecture .Engineering .Planning *Project Management 2322 Wen Third 5tra1 Lw Angela, CA 90857 -1906 Ph a.. (213)581.7891 1- (213) 381-1517 fiedlergroup.com III D#TE I REV151M NSW n IIK� M• o-381m Lm rn -mu , �C4V 1� MAY 2 8 -201 DIESEL FUELING ADDITION 7851 ROSE DALE HWY. I I FAC#81838 04/19/10 13280_ aR6VII1G TFTLE FUEL - SYSTEM COVER SHEET FSO -1 FIRE SUBMITTAL - 5128/2010 y "* ` �i '•-- '��.�.:- 7,�i2�:.. `ttT�J .�' is��; .s-'�S.,�t::�+.l:�F ' p,u4�5� ( �' I -- :3a::...... -.=i.: �3%F. :r,«.; ": -�' �r�' as...�:,`-�a'^r.- Tr� "�' �'��,ii:"r�a ��i^:.:I3 »�-- _'_y —.• _ra:r•.:.:. �:�:ta: r�?t' T1";'e rw.:i;�`'x.Xm 7.'�"' I' fia a s3aas�i�'+ tl! ,,. ,.....t•'Y'"::µiia P= 1 : 3 1. INSTALL (1)12,000 GALLON DIESEL'XERKES' DOUBLE WALL FIBERGLASS TANK 2. INSTALL PHASE I EQUIPMENT WITH DROP TUBE, FILL BUCKET 3. INSTALL DOUBLE WALL FILL & TURBINE SUMP WITH HYDROSTATIC SENSOR, _. LIQUID SENSOR, TURBINE WITH PLLD & ATG DISPENSERS 1. INSTALL (2) 'GILBARCO- DISPENSERS 2. INSTALL 'BRAVO' DOUBLE WALL DISPENSER SUMP WITH VEEDER ROOT HYDROSTATIC SENSOR SUMP SENSOR 3. INSTALL * DPW PRODUCT IMPACT VALVE VENT 1. INSTALL 'BRAVO' DOUBLE WALL VENT SUMP WITH VEEDER ROOT HYDROSTATIC SENSOR LIQUID SENSOR & VENT CAP PIPING 1. INSTALL "SMITH FIBERCAST' DOUBLE WALL FIBERGLASS PIPING FOR ALL PRODUCT, VENT & SLOPE 11 S' MIN. PER. FT. BACK TO TANK MISC. 1. INSTALL (4) S' DIA. GUARD POST 2. INSTALL (2) 3W CONCRETE ISLAND 3. INSTALL OVERFILL ALARM, ACKNOWLEDGEMENT SWITCH & ESO INSTALL (I I SITE 4 CONTAINMENT MONITORING SYSETEM KI W1 TUB NG AND F TTINGS,SECONDARY NOTES 1. TANK & PIPING SYSTEM COMPLIANT WITH AB -2481 REQUIREMENTS ENHANCED LEAK DETECTION NOTES • The complete fuel system, product, vapor, vent & UST's will have an Pre & Post ELD Performance Test completed using the iota Vaportite V -005 and Enhanced Tracer Tight method per the guidelines In LG 162 -2. _ The CaliforNa approved testing contractor, CGRS, requires submittal of scaled site plans and a Completed IOTA Project & System Information Form submitted prior to pro)eol - mmencemenf. Documents may be obtained at: _ httoJ/www.iolaleakd .,On.comldocumen(slcontractor instructions.Odf _ • CGRS Requires a minimum of 30 days advanced notice to schedule all testing. • Pre -ELD testing of the fuel system is required after the fuel system has passed secondary testing and has been backlilled but prior to placement of concrete & asphalt paving. • Post -ELD testing of the entire fuel system is required after all fueling equipment has been Installed but prior to product being placed in the UST's. • Contractor is responsible for oontractIng with ELD testing company, scheduling all inspections and delivering a passed performance test documentation to the client. • If an aftemate equivalent testing contractor is to be used they must meet the criteria listed in LG 162 -2 and be approved by the State Water Resource Control Board. j i Q U 8 LU 0 w W 4 U a 0 rp I I � P.L M m'1ZtC E T6A KEY SITE PLAN SCALE I'W (E) GASOLINE -� FUELING AREA (NO WORK) /� \ HTIT (N) DISPENSERS 8 ®• ISLANDS (TYP.) TANK GASOLINE SHGr ERG WII TANKS `SHUTOFF SWITCH V (NO WORK) •s • (N) U.G. DOUBLE WALL FIBERGLASS TANKS— (N) YARD LIGHT— — —Fz JETWAY— — — " t 4 7 I 1 I 1 — �—�—�— (N) VEEDER ROOT PANEL INSIDE BLDG I I I I I I I � I D I I I I I I I I I I (N) VENT TRANSITION SUMP &VENTRISER (N) OVERFILL ALARM „ MOUNT ON VENT RACK — pFESSIpNq� 0. m CM No. C -38123 rn * Exp. 3-31-2011 J1l CIV�t Q- qTF OF C N MIU, AJ kL 'Nor ARCO evamcw FR0w=auc fie(Hergroup -Architecture .Engineering .Planning *Project Management 2322 Wen Third 5tra1 Lw Angela, CA 90857 -1906 Ph a.. (213)581.7891 1- (213) 381-1517 fiedlergroup.com III D#TE I REV151M NSW n IIK� M• o-381m Lm rn -mu , �C4V 1� MAY 2 8 -201 DIESEL FUELING ADDITION 7851 ROSE DALE HWY. I I FAC#81838 04/19/10 13280_ aR6VII1G TFTLE FUEL - SYSTEM COVER SHEET FSO -1 FIRE SUBMITTAL - 5128/2010 i;. Jr K4� — — _ _— -- -- P.L. S00'1216•E 313.20' I I . I 1 1 EXISTING 1 AMIPM BLDG I I / \ I � 10 (E)ESO L I I V $I t \\ \\ O FUELING AREA O W U) 01 (�\ 1 I EL mr--m (E)GASOLINE I . TANKS 24' -0' 25•_9• (NO WORK) ANK LAYOUT DI I I I . • 1AXI)SOWIN0 AREA (E) GASOLINE\ VENT RISERS ^ c ^ y -- — -- -- VAPOR CANISTER — ~ __(NN O WORK) __ - _•_ I -- 14' 40•_3• 18' -5- — 36•_4 I - VENT LAYOUT DIM. P.L N 00.1716' E 75.37' — — — — — — P.L. N 00-72710—W 237.90 — — — - - — 41•_3• — - - ' - YARD LIGHT LAYOUT DIM. ._ I , L-------------------------------- JE- MAY ------ ------- -------------- - - -- GENERAL COMPLIANCE NOTES 1. ARCHITECTURAL AND CARL 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 HIS DECISION BEFORE PROCEEDING WITH THE WORK. 3. GENERAL CONTRACTOR SHALL OBTAIN NECESSARY PERMIT FROM APPLICABLE AGENCIES FOR I EXCAVATIONS OF TRENCHES S' -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. • g 5. ALL MATERIALS SHALL BE COMPATIBLE WITH USE FOR THE INTENDED PURPOSE AS PER SD NATIONALLY RECOGNIZED CODES, LOCAL CODES AND GOVERNING AUTHORITIES. g 6. THE STORAGE TANK SYSTEM SHALL BE COMPATIBLE WITH THE PRODUCT STORED. 7. ALL MONITORING DEVICES SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. B. TANK SYSTEM, LEAK DETECTORS AND MONITORING SYSTEM INTEGRITY TESTS FORWARDED AND �j APPROVED BY B. GOVERNING AGENCY PRIOR TO TANK-SYSTEM BEING PLACED IN OPERATION. _ F 9. PRIOR TO FUEL BEING PUMPED, STATION MUST HAVE VEEDER ROOT FUNCTIONAL 0. REFERENCED CODES SHALL INCLUDE 2007 CBC; 2006 IBC; 2007 CFC 10. 1. EQUIPMENTS FOR EVR PHASE 1 SHALL BE EXECUTIVE ORDER VR -102 2. TANK & PIPING SYSTEM TO BE COMPLIANT WITH AB -2481 REQUIREMENTS 1 GENERAL NOTES g CONTRACTOR ASSUMES RESPONSIBILITY TO ASSURE THAT THE OPERABLE SYSTEM MEETS THE jy DESIGN INTENT AND THE CONTRACTOR IS PERMITTED TO ADJUST PIPING LOCATIONS BASED ON ACTUAL FIELD CONDITIONS ANDANSTALLATION TECHNIQUES. (TP-) 12 (TYP.) (E) LANDSCAPING AREA FIRE SUBMITTAL- 51281201 aRNr 20' 0 20' 40' a0' " GRAPHIC SCALE: 1'= 20' -0' " ARCO eFeuraAFlNnalelAUe NLAem NARAmR. AmNr rCR ea /AefQ CONSTRUCTION NOTES REFERENCE (:1 D INSTALL (1) NEW 12,000 GALLON DIESEL DOUBLE WALL FIBERGLAS TANK WITH DOUBLE WALL TANK TURBINE & FS2 -1 FILL SUMPS. (TANK TO BE BURY O 4' -6- MIN.) 2 INSTALL FILL/ MANHOLE & PHASE I APPROVED EQUIPMENT FS2 -1 3 INSTALL TURBINE MANHOLE & 2HP TURBINE, PLLD, TANK GAUGE, VACUUM & SUMP SENSORS FS2 -1 , ®INSTALL TANK ANNULAR MANHOLE & HYDROSTATIC MONITORING SENSORS. FS2 -1 OS INSTALL 2' PRIMARY & 3' SECONDARY FIBERGLASS FS2 -1 PRODUCT PIPING SLOPE 1/8' PER FOOT MINIMUM TO TANK FS3 -1 © INSTALL 2' PRIMARY & 3' SECONDARY FIBERGLASS VENT PIPING FS2 -1 OvoeuTm+ vmvmEO m SLOPE 1 /B' PER FOOT MIN. BACK TO TANK, PIPING SHALL BE FS3-2 TERMINATED IN A VENT TRANSITION SUMP OINSTALL 2' PRIMARY & 3- SECONDARY FIBERGLASS CROSSOVER FS2 -1 PIPING CONTAINING VACUUM TUBING BETWEEN TURBINE & FILL SUMPS , fiedlergroup ®INSTALL 2- VENT RISER WITH RAIN CAP FOR DIESEL TANK FS3 -2 .Architecture Og INSTALL DOUBLE WALL TRANSITION VENT SUMP RISER WITH SUMP FS3 -2 sEngineering SENSOR, *Planning 10 INSTALL NEW VEEDER -ROOT TLS -350 MONITORING SYSTEM PANEL WITH SMART SENSOR INTERFACE MODULES. WITHIN CASHIER AREA PROGRAM SYSTEM FOR POSITIVE SHUTOFF AND FAIL SAFE - F55 -2 *Project Management 2332 Wat Third Stan Lm ADgdmCA 90037.1906 Ph—: (213) 391 -7891 11 INSTALL OVERFILL ALARM & ACKNOWLEDGMENT SWITCH FS3 -2 1- (213)381 -1317 fiedtergroup.com 12 INSTALL EMERGENCY SHUTOFF SWITCH & SIGNAGE FS3 -2 N3. GATE REVI210N SEiERPTRI 13 INSTALL 18- MANHOLE COVER FOR STATIC GROUNDING FILL FS3 -2 ON RISER TO PREVENT STATIC DISCHARGE DURING FILLING OPERATIONS 14 INSTALL (2) 3'XV & MINIMUM 6- HIGH CONCRETE ISLAND FS3 -2 15 INSTALL 6' DIA. GUARD POST AT ISLANDS FS3 -2 16 INSTALL NEW 8- THICK CONCRETE TANK SLAB. SET MANHOLE FS3 -2 COVERS WITH 1 1/2' HIGH CROWN. (ADJUST GRADE TO MATCH EXISTING) - 17 INSTALL (1) YARD LIGHT FS3 -2. E S SI >SKi �a N> o-selz3 E� 3-31 -2111 V?,()F pN 0. / �� m UJ No. C -38123 m FCI Iv MAY 28 2 -� yt Exp. 3 -31 -2011 Civiv A) ql -0VC a mVELn�r n.�eRTm. DIESEL FUELING ADDITION PIPING LEGEND SUE AO3RESS 7851 ROSEDALE HWY. — 2- F.G. DOUBLE WALL PRODUCT PIPING 2' F.G. DOUBLE WALL VENT PIPING OJETWAT BAIOJISF1EA CA. WO! FAC#81838 4 PRODUCT, VENT PIPING IS TO SLOPE TOWARD TANK 1 /8' PER FOOT MINIMUM. ®En lr• NITY A1LNJt 2N1 4 SECONDARY CONTAINMENT PIPING IS SHOWN BY NOTE ONLY. NOT GRAPHICALLY. ALL PRODUCT VENT PIPING TO BE DOUBLE FIBERGLASS PIPE p ®m KJE ®fix KT, TANK ELEVATION qtr, gm.6f Ip TO CALCULATE TOP OF TANK ELEVATION. STMT WITH 16- MINIMUM DEPTH OF RECOVERY ONE AT THE FARTHEST DISPENSER AND SLOPE 1/4' PER FOOT. & VAPOR ADD 12- AT 06/19/1f0 13260 W TM' FUEL SYSTEM THE TANK. ADD 13- (FOR 3- PIPE) OR 8- (FOR 2-) FOR A CHANGE IN PIPING OTHER THAN 90 OR 45 .SET TANKS 6' DEEPER THAN CALCULATED AS PRECAUTION. ND EVENT SHALL THE TANK BE BURIED LESS THAN 4' -0' BELOW FINISHED GRADE DIRECTION IN OR DEEPER THAN 7' —D' BELOW FINISHED GRADE. SEE MANUFACTURERS INSTALLATION RECOMMENDATIONS. ANY VARIATIONS IN SLOPE FROM 1/4- PER FOOT SHALL BE REPORTED SITE PLAN TO THE OWNER'S ENGINEER. " Underground Service Alert 0311: TOLL FREE 1-800 227 -2600 TWO WORKING DAYS BEFORE YOU DIG FS 1 -1 FIRE SUBMITTAL- 51281201 B' CONCRETE SLA I� 2S ,; 4 BRINE RESERVOIR BY TANK MANUFACTURER 23 IB' MANHOLE RESERVOIR, ! SUMP SUMP SENSOR. (SEE EIECTWCAL DWG) 2- D.W. FRP. VENT PIPING 8T% (231e MANHOLE —, 42. OW WEATHER -TIONT WITH N COVER 22' MAKWAY COVER B' g' BASKETS 3,7 48' TURBINE SUMP 21 OF n Y[Nf h 2 H PUMP HEAD W 1 A. 4.1 I AND SENSOR y01R > �� f >< PLLD AND SET60R 7.22 1x'��(: TU/ ADAPTOR !CAP " DLL FILL BUMP WALL • 'r� 7A 7A 22 1 t• SENSOR CONDUIT �•• 1' NOME RUN GO DUN • TO PUMP CONTROLLER D •I a /• ELECT. CONDUIT / PENETRATION FITTING (TYP.) 84 SUM' SENSOR 7.10 -- LIQUID DETECTOR 7.10 2 -X18' FLEX CONN. 83 2•X18• FLEX CONN. g3 2- D.W. FRP. FOR i1 PIPING PENETRATION VACUUM TUBINO FMING •) 8S BETWEEN TURBINE/ Q FILL SUMP 86 87 8B 2- PRIMARY ! 3 SECONDARY 4' FILL ADAPTOR AND 4.3 42- DIA WATERTIONT MANHOU FIBERGLASS PRO UCT CAP INS SPILL COVEN PIPING (TYP. 86 87 flB BUCKET 4.t 2 N.P. PUMP HEAD 42' DNA. WATERnCNi 7.15 W/ PLLD THICKEN CONCRETE SLAB TO BELOW COMUNYENf YH WNERE SECONDARY CONTAINMENT OF COVER WITH SCREWS SUMP ENDS. DIMENSION REQUIRED AND BASKETS �>1 VARIES WITH FIELD CONDITIONS (TYP.) CLIENT. A& 'Nor SET THE TANK LEVEL UNLESS AS SPECIFIED OTHERWISE W WEACOM PIKO C11% AWANLE MA Gm Aou,, FOR IV /Asto, 1NFORMATIM PROVE P, LIT THE APPROVED AGENCY. - NOTES: TANK DIMENSIONS (FIBERGLASS) *Planning OSHA COMPLIANCE ALL EXCAVATIONS WALL COMPLY WITH CURRENT OSHA REGULATIONS CONTRACTOR SHALL SUBMIT EVIDENCE OF HIS APPROVED METHOD 2322 Won Thin! Street TANK DIMENSIONS ARE BASED ON 'XERXES Phone(213)581 -7891 WAY REQUIRED FRICTIONS ' TANKS R TANK TOP EQUIPMENT SHALL INSTALLED ACCORDING TO CORPORATION' CATALOG DATA. FOR ACTUAL MTE PREVENT SL.OPED EXCCAVATION MANUFACTURER'S CURRENT DIMENSIONS OF TANKS, SEE APPROVED SHOP NOTE - INSTALLATION MANUAL k OPERATING PLANS FURNISHED BY THE TANK 1. TANK SLAB SHAIl B PER PAVING SITE PLAN. GUIDEL)NES MANUFACTURER. 2 SET ALL MANHOLE COVERS LEVEL 3. BASE MANHOLES 1• AT MINIMUM GRADE RFFERD TIAL AND 4' MAXIMUM DIFFERENTIAL FROM SURROUNDING SUB 4. CONCRETE SUB SLOPE SHOULD B APPROXIMATELY IX TO 2% CAPACITY OWAETER LENGTH WEIGHT STRAPS S. AVOID DRAINAGE RUN -OFF OVER THE TANK AREA. MAINTAIN ' 'Y• X. W BRINE MAY 2 8 201 WATER FLOW WITS AWAY FROM MANHOLES. 12000 GAL 10 -0 24--1/4 7.0001 1 4 FAC#91838 S, NO TRAFFIC LOAD WILL BE ALLOWED IN THE FIRST SEVEN DAYS Mlwsx L1O1 D ®BTU WE IP ROM I•AVN In NTP NLTNKE Ns CLIENT. A& 'Nor ARCO W WEACOM PIKO C11% AWANLE MA Gm Aou,, FOR IV /Asto, 1NFORMATIM PROVE P, fiedlergroup *Architecture *Engineering *Planning •Project Management 2322 Won Thin! Street Los Angein, CA 90057 -1906 Phone(213)581 -7891 F— (213) 381.1517 fiediergroup.com In MTE REVISION amwTmt SEAL �S9fµ{EFSSIgw( 0. / fl �a N> "In 6•. }31 -BILL 4 CFVtx. MAY 2 8 201 uvnaPlcxr LNFD•MTID! DIESEL FUELING ADDITION SITE ADDRESA 7951 ROSEDALE NWY. 0JETWAY BAKERSFIELD, G BM FAC#91838 > ®o Fn NTP Mlwsx L1O1 D ®BTU WE IP ROM I•AVN In NTP NLTNKE Ns MID 04/19110 PROSI M3 13260 DIGVING TIFLD 12K DIESEL ANK INSTALLATION aN¢T so FS2 -1 FIRE SUBMITTAL - 5128/2011 IINNER 1 T .`. low hla (P DIAMETER STANDARD PIPE, ' FILLWIIH�NCRETE, MOUND - ATTOP g•1 )4' EL STOMERIC EXPANSION MATERIAL AT PAVEMENTOR.RADE SEE SITE PLAN � i I FOOTING ITEM ' #3 TIES SPACED AS SHOWN. - - ELECTRICAL CONTRACTOR PIER TO BE CONSTRUCTED IN LIGHT POLE ' SINGLE BOLLARD DETAIL ONE CONTINOUS POUR.- GENERAL CONTRACTOR GENERALCONTRACTOR ANCHOR BOLTS AND BOLT PATTERN ' CHAMFER TOP EDGE 2 AT 45 "~ AND MOUNTING BRACKET. SEE b ELECTRICAL CONTRACTOR ELECTRICAL PLANS FO COPPER GROUND AND CONDUIT ELECTRICAL CONTRACTOR FIXTURE SCHEDULE. HANDHOLEWITH WEATHER ELECTRICALCONiRACTOR 510 POLE. GROUNDROD PROOF COVER AND HARDWARE CONCRETE PIER WITH (4) #7 T ` TO MATCH SITE FINISHED GRADE CONDITIONS FINISHED - PER MANUR SPECIFICATIONS. ro - GROUND LUG (BY SECTION U #3 REINFORCING TIES AT 12 0 C. N § VERTICALLY - CONDUIT FOR LIGHT CIRCUITING. (4) #7 REBARS UPRIGHT MAINTAIN 3' CLEAR FROM TOP AND BOTTOM AND EDGES. ON PLAN MINIMUM 9' CLEAR FROM DE OFINTAN CONCRETE PIER, LIGHTING NOTES A FLOOD LIGHTS, POLE SIGNS, BUILDING SIGNS AND ACCENT UGHTING ARE TO BE SWITCHED OWOFF THROUGH A LIGHTING CONTROLLER ( WITH PHOTO CELL) AND TIME CLOCKS. SEE ELECTRICAL SHEETS FOR DETAILS. 8, GENERAL CONTRACTOR TO COORDINATE BASE PLATE AND ANCHOR BOLT LAYOUT WITH POLE FURNISHED AND NSTALLED BY ELECTRICAL CONTRACTOR C. GENERAL CONTRACTOR TO CONFIRM EXTENT OF ITEMS INDICATED TO BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR PRIOR TO CONSTRUCTION. DMSION OF RESPONSIBILITIES ITEM ' #3 TIES SPACED AS SHOWN. - - ELECTRICAL CONTRACTOR PIER TO BE CONSTRUCTED IN LIGHT POLE ' ELECTRICAL CONTRACTOR ONE CONTINOUS POUR.- GENERAL CONTRACTOR GENERALCONTRACTOR ANCHOR BOLTS AND BOLT PATTERN ' CHAMFER TOP EDGE 2 AT 45 "~ GENERAL CONTRACTOR b ELECTRICAL CONTRACTOR ELECTRICAL CONTRACTOR COPPER GROUND AND CONDUIT ELECTRICAL CONTRACTOR - HANDHOLEWITH WEATHER ELECTRICALCONiRACTOR GENERALCONTRACTOR GROUNDROD PROOF COVER AND HARDWARE ELECTRICALCONTRA(TOR T ` TO MATCH SITE FINISHED GRADE CONDITIONS FINISHED - PER MANUR SPECIFICATIONS. ro - GROUND LUG (BY ' SHALL BE 3/4'0 MIN. MANUFACTURER)FOR I� - '- COPPERWELD CONNECTION. - 7TE.�NDITT (4) ANCHOR BOLTS - V DA x 30' LONG WITH 4 -LEG. - STEEL BASE PLATE. INSTALLED ' 1' RGS PVC C 1' RGS TRANSITION _ . - SCALE: N.T.S. ' ON1 -THICK NON- SHRINK GROUTBED. N ADJACENT FINISH GRADE #8 COPPER GROUND WIRE.- RUN WIRE THROUGH CONDUIT ' IN CONCRETE PIER TO . GROUND ROD. CONDUIT FOR CIRCUIT WIRING CIRCUIT AS SHOWN ON UTILITY PLAN., SECTION U #3 REINFORCING TIES AT 12 0 C. N § VERTICALLY - CONDUIT FOR LIGHT CIRCUITING. (4) #7 REBARS UPRIGHT MAINTAIN 3' CLEAR FROM TOP AND BOTTOM AND EDGES. ON PLAN MINIMUM 9' CLEAR FROM DE OFINTAN CONCRETE PIER, LIGHTING NOTES A FLOOD LIGHTS, POLE SIGNS, BUILDING SIGNS AND ACCENT UGHTING ARE TO BE SWITCHED OWOFF THROUGH A LIGHTING CONTROLLER ( WITH PHOTO CELL) AND TIME CLOCKS. SEE ELECTRICAL SHEETS FOR DETAILS. 8, GENERAL CONTRACTOR TO COORDINATE BASE PLATE AND ANCHOR BOLT LAYOUT WITH POLE FURNISHED AND NSTALLED BY ELECTRICAL CONTRACTOR C. GENERAL CONTRACTOR TO CONFIRM EXTENT OF ITEMS INDICATED TO BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR PRIOR TO CONSTRUCTION. DMSION OF RESPONSIBILITIES ITEM FURNISHED INSTALLED POLE - MOUNTED U)MINARE AND LIGHTING BRACKET ELECTRICAL CONTRACTOR ELECTRICAL CONTRACTOR LIGHT POLE ELECTRICAL CONTRACTOR ELECTRICAL CONTRACTOR CONCRETE PIER GENERAL CONTRACTOR GENERALCONTRACTOR ANCHOR BOLTS AND BOLT PATTERN ELECTRICALCONTRACiOR GENERAL CONTRACTOR STEEL BASE PLATE ELECTRICAL CONTRACTOR ELECTRICAL CONTRACTOR COPPER GROUND AND CONDUIT ELECTRICAL CONTRACTOR GENERAL CONTRACTOR CONDUIT FOR LIGHT CIRCUITING ELECTRICALCONiRACTOR GENERALCONTRACTOR GROUNDROD ELECTRICALCONTRACTOR ELECTRICALCONTRA(TOR LIGHT POLE AND BASE V-6' TYPICAL SLAB SECTION AT TANK SCALE: N.T.S. - U TYPICAL FUINAPOR SUMP STATIC GROUND ROD DETAIL STATIC GROUNDING DETAIL SCALE: N.T.S. EQUIPMENT SCHEDULE ' OVERFILL ALARM 7.16 7.17 ALARM ACKNOWLEDGE SWITCH ITEM ° Oi 1/2 ". LIQUID TIGHT FLEX 14 "04 %1 /4' STEEL PLATE ° OX POEW- 4110 -1SWf tY N-m M10) ACCE4 COSEII PAINT TO MATCH SITE 'glpp' PM aR14A11 USC MlT,,L O4" 4'x4' NEMA 4X JB CONDITIONS .. AWi S1RN�0ED 81V¢ DaTEA SDKAWTRD�NUE TWa © NOT USED © /E" dA ALP Id,N OOPPFMW41fD ro z nAm 'VIZ. TIK sae. 3/4" RGS CONDUIT x4' STEEL POSE PALM NOTES SEAL -OFF T ` TO MATCH SITE FINISHED GRADE CONDITIONS FINISHED ALL UNDERGROUND ELECTRICAL CONDUITS ' SHALL BE 3/4'0 MIN. • I� BURIED 24' MIN, ALARM ASSEM 111111 BE ANCHORED BLY ON MAY - 7TE.�NDITT EXISTING WALL - MOUNTED ON A STEEL PLATE. ' 1' RGS PVC C 1' RGS TRANSITION OVERFILL ALARM & ACKNOWEDGE. SWITCH . - SCALE: N.T.S. U TYPICAL FUINAPOR SUMP STATIC GROUND ROD DETAIL STATIC GROUNDING DETAIL SCALE: N.T.S. EQUIPMENT SCHEDULE ITEM DESCRIPTION ITEM DESCRIPTION Oi NOT USED O T W,R4[CUW TOR SALT rAE cAma �Dao�rAt AgltL US \END YLTAL W OX POEW- 4110 -1SWf tY N-m M10) ACCE4 COSEII Q 'glpp' PM aR14A11 USC MlT,,L O4" NPi 6— AOJUSTMLL aINIR PPE LAN EWPYENT rM AWi S1RN�0ED 81V¢ DaTEA SDKAWTRD�NUE TWa © NOT USED © /E" dA ALP Id,N OOPPFMW41fD ro z nAm 'VIZ. TIK sae. STATIC GROUNDING DETAIL SCALE: N.T.S. CLIENT- - _ - SIZE: 10' HIGH X 14' LONC " MATER IAL 1/8' CE THICK L MEIAAONE PLATO - SURFACE LAMINATE MAIM A TOUGH PHENWC CORE. SQUARED CORNERS RESISTANT, NON SSTTATIICC, SCRATCH EARDANT. ARCO 1 3" PUMP EMERGENCY COLORFAST AND WEATHERPROOF HUT =OFF SWITCH LETTERING: 2" HIGH ENGRAVED IN WTERAL vaEarxw TROaeIe� _- - -- - o �t�7 COLORS: WHITE GRAPHICS ON RED BACKGROUND AwAxa uANACFK A4o+T Lzw /ARC LOCATION: ADJACENT TO PUMP EMERGENCY SHUT -OFF SWITCH MECHANICALLY FASTENED TO WALL. SQE 14' HIGH X 14" LONG MATERIAL: 1/4' THICK MELAMINE PLASTIC ' M1 11.. ALL MANHOLES ON THE TAW SLAB SHALL BE NSTAUED WTH A 1 1/2 -CROWN OF CONCRETE ro, NO SMOKING SURFACE LAMINATE WITH A TOUGH PREWNT WATER INTRUSION INTO THE MANHOLE. PHENOLIC CORE, SQUARED CORNERS 2. CONTRACTOR IS REQUIRED TO THICKEN CONCRETE SLAB AT TANK FILL AND TURBINE SUMPS W/ MEAL BRACKET, SCRATCH RESISTANT, SUCH THAT THE BOTTOM OF CONCRETE IS BELOW THE TOP OF THE TERMINATION OF THE STOP NON STATIC, FIRE RETARDANT, SECONDARY CONTAINMENT OF THE SUMPS PER AB -2481 REQUIREMENTS NOTE THAT THE COLORFAST AND WEATHERPROOF TMECKNESS TMAY VARY BETWEEN THE FILL AND TURBINE SUMPS AND IS ALSO Do DENT UPON OUR MOTOR LETTERING: 3' HIGH ENGRAVED (BOTH SIDES) - COLORS: WHITE GPAPHICS ON RED BACKGROUND TNFnI1MTTM PRDVmEO Trr. LOCATION: ON TOP OF FUEL DISPENSERS SIZE 10' HIGH X 14" LONG - MATERIAL: 1/B' THICK MELAMINE PLASTIC SURFACE LAMINATE WITH A TOUGH PHENOLIC CORE SQUARED CORNERS IMPORTANT W/ GROMMETED HOLES. SCRATCH RESISTANT, NON STATIC, FIRE RETARDANT, fiedlergrOup. COLORFAST AND WEATHERPROOF as v.a NOTIFY: _ LETTERING: TOP LINE 2- HIGH, AND REMAINDER AT: - 1 1/2' HIGH ENGRAVED IN MATERIAL *Architecture. ` IN CASE OF ALARM COLORS: WHITE GRAPHICS ON RED BACKGROUND •Engineering .. LOCATION: ADJACENT TO LEAK DETECTION PANEL MECHANICALLY FASTENED M WALL *Planning - SIGN DETAILS •Project Management SCALE: N.T.S. 2312Wat MrdSvw CA #4 BARS O 12. O.C. EA. - 90057 -19906 . WAY REINF. CONC. SLAB Pho=(213) 381.7891 HYDROSTATIC TANK RESERVOIR SENSOR 2'0 PV SLOTTED - P ®(113)381 -1517 ..C. FILL, TURBINE; A7C .:. • , _ MONITORING PIPE J -BOX fiedlergroup.mm N UNISTRUT ASSEMBLY I E.Y,S. NO DATE NEWSNI rESLRIPTRY4 RISER ON WHICH'' . ASSIGNMENT AS _ APPUCABLF v < TANK UQUID SENSOR .10 - 'a o 12K DIESEL H #4 REBAR S' IN LENGTH" PLACE REBAR 6' FROM SIDES OF 66X. Z TYP. - 2 24 _ 2 _ 28' TYPICAL SLAB REINFORCEMENT DETAIL SENSOR ASSEMBLY @ TURBINE & FILL SUMPS SCALE: N.T.S. - SCALE: N.T.S: apOFEM, a p. C -Htm . 3.31 -2011 FRO - tT SE4ANT - BTALE 1 VAPOR . RANDS �W �. [DGE w IL M CAST FILL PORT �IG~ REFU CENI A i MARKER FOR IDENTIR r ' IO LOBED PER . - . - �d • 04 0 llr D.G . WLDXED PER AN !4 S01N WAYS AT - - STMRNDS EPDXY •` • SLAB W�w API STANMRD COLORS MWMID BY . Q UNLEADED PREMIUM - Rm CONTNACTOR v W.� aNO ^� REGULAR UNLEADED - WHITE 8 onn- - GREEN ' MtsH/ Ae1M. nrvEA�1¢N4r ErrlaNArLON DIESEL FUEUNG EXPANSION JOINT TANK PRODUCT I.D. •JADDrrION SCALE: N.T.S. . SCALE: N.T.S. 4 BARS SrtE ADWESL �va NN.nn r 5' -0" MIN. . QRofESS /ON .•. .a ..: �� \G� Q FIFO Fy CONTROL JOINT c� rL m SCALE: N.T.S. m * Exp. 3-31-20 4 7851 ROSEDALE NWY. ®JETWAY BAKERSFIELD, CA 95508 FAC #81838 ®L� F, ALLINSZ T3W1 Im®m ■ Imx 1MVN m AtIJAN'i TN Aro rtmJla 10 04/19/10 13260 11 NAVTNG TR '.. 1" -',/2" MANHOLE I�11A71♦' U�AILS FILL CONC. PAD TURBINE CONC. PAD lF OF Sl1EEf b MANHOLE CONC. PADS • SCALE: N.T.S. FS3 -2 FIRE SUBMITTAL- 5/28/2011 l ( IN ORDER TO PROVIDE MECHANICAL FLEXIBILITY WITHIN THE RIGID PIPING SYSTEM, PROVIDE AT LEAST _ 4 FEET OF STRAIGHT PIPE RUN BEFORE A CHANGE IN DIRECTION OF 30 DEGREES OR MORE. (NFPA 30A (2000 & 2003) 115.3.3(2)), (UFC (2000) $7901.11.7.2) THE VENT DISCHARGE SHALL BE LOCATED SO THAT VAPORS ARE RELEASED AT A SAFE POINT OUTSIDE OF BUILDINGS AND NOT LESS THAN 3.6 M (12 FT) ABOVE THE ADJACENT GROUND LEVEL VAPORS SHALL BE DISCHARGED UPWARD OR HORIZONTALLY AWAY FROM ADJACENT WALLS. VENT OUTLETS SHALL BE LOCATED SO THAT VAPORS WILL NOT BE TRAPPED BY EAVES OR OTHER OBSTRUCTIONS AND SHALL BE AT LEAST 1.5 M (5 FT ) FROM BUILDING OPENINGS. -VENTS SHALL BE INSTALLED IN ACCORDANCE WITH (NFPA 30 (2003) §5.7.2), (UFC (2000) $7902.13). VENT RISERS SHOULD STAND NO LESS THAN 3' FROM OUTSIDE EDGE OF CURB VENT RISER qPP4FW4r9FrA' fie&ergroup *Architecture •Engineering *Planning •Project Management 2322 Wat Third Street Lol Angelo, CA ' 90057 -1906 Phonc(213) 391.7891 F- (213) 381 -1317 fiedlergroup.com ra nre 9twscm asa+arSM A°rESS 0• i W 0-31173 Ems, 3}31 -a111 ,�c4V1� MAY 2 8 2010 VENT RISER SUPPORT s �. •nmam w rat. Te - TRANSITION HYDROSTATIC 7.22 6.1 SUMP RESERVOIR AND SENSOR WATER TIGHT ACCESS LID - �va8r >tsrtw DIESEL FUELING ADDITION ' • FINISHED GRADE . - 1 C - / &B 2' DW. FRP PIPE &8 PIPING PENETRATION 1' CONDUIT TO ING PANEL IN MONITORRI &3 2• FLEX CONNECTOR DOUBLE WALL 6.1 CONTAINMENT BOX 7.10 QUID SENSOR LOCATED HE POSITION AT THE LOWEST POINT �O Q9,0FESS 10�,9 0. l F�FQ t�2 Q� `� Z No. C 738123 m * EXp- 3 -31 -2011 CP � /VIA 1 rF �/ OF CAL silt "Mm 7651 ROSEDALE HWV. OJETWAY � G 0.001111' B91FIBD,� FAC#81838 Np ot� m RJE a 9VM m NTP uulap av 04,19,10 13260 Ttnr, VENT RISER PLAN VIEW. SIDE VIEW VENT RISER FRONT VIEW DETAIL VENT RISER DETAILS ' NOT TO SCALE NOT TO SCALE NOT TO SCALE sir ro ,FS3 -3 FIRE SUBMITTAL - 51281; FUEL SYSTEM EQUIPMENT .TANK ITEM DESCRIPTION QTY. MANUFACTURER 1.1 12,000 GALLON DOUBLE WALL FRP W/ BRINE . 1 -XERXES- - MODEL II XER20K 20,000 C U.ON 98TH 1-48' s 1 -42' COLLARS AB -2481 ' + ' . 5.2 FILLED INTERSTICE k SUMPS 4 5.3 DISPENSING HOSES YARD UGH 5.1 BREAKAWAY VALVE TANK SUMP 5S UNDER DISPENSER SPILL CONTAINMENT SUMP (FRP) 21 48' DIA OCTAGON TURBINE SUMP W48'x36' REDUCER WATERTITE SUMP LID 1 'XERXES 48' DOUBLE WALL SUMP W /BRINE RESERVOIR P2 42' DIM. OCTAGON FILL SUMP W42'x32' REDUER WATERTILE SUMP MP 1 'XERXES 42' DOUBLE WALL SUMP W/BRINE RESERVOIR TANK MISC. ALL ITEMS NOT LISTED ARE CONTRACTORS RESPONSIBILITY PIPING SUMP PENETRATION FITTING 2.3 18' DIAMETER MANHOLE /SECURED UD 2 OPW- POMECO 6110 -1BWi FILL 1 'OPW MODEL % 23 -MM 3.1 FILL SWIVEL ADAPTER (TOP SEAL) 1 'DPW' MODEL (j 61SALP -1020 3.2 FILL CAP (TOP SEAL) 1 'DPW' MODEL # 63477 -7085 J.3 NOT USED 7.2 J.4 NOT USED VR: 329356 -002 O3.5 JAM NUT ASSEMBLY & FACE SEAL ADAPTER IN FILL BUCKET 1 'DPW' MODEL /. 61JSK -4400 'DPW' MODEL III FSA -400 3.6 NOT USED 37 42' DIA. FILL MANHOLE WITH SINGLE 5 GALLON SPILL CONTAINMENT BUCKET (DIESEL TANK) 1 - POMECD /OPW- /6511EVRB- 160042RM52 3.8 NOT USED 7.5 NOT USED 3.9 NOT USED I¢VFLMRM IM1XaNT10I DIESEL FUELING ADDITION 3.10 EXTRACTOR CROSS FITTING (DIESEL TANK) 1 -DPW' MODEL III 233VM -4422' 311 DROP TUBE @ DROP TUBE O -RING 1 -DPW- MODEL # 61T -7368 3.12 BALL FLOAT VENT VALVE 1 'DPW' MODEL d 53VML -3120 7b TLM RISER ADAPTER 1 EVER -TITS 4097 AGBR, + 4097 AGMBRNL TURBINE 7.9 4,1 TURBINE PUMP 2 H.P. 1 -FE PETRO- 2HP MODEL g STPM200 1.2 NOT USED NON - DISCRIMINATING SENSOR 5 43 TURBINE MANHOLE (WATER TIGHT) W/ MANHOLE SKIRT AND CAM LOCKS 1 'CNI' MANUFACTURING 42' EZ LIFT /7045 4.4 BALL VALVE 150 WSP /600 FORGED BRASS FULL PORT 1 T OMAR' SYSTEM -4 2- MODEL B T -100 -708 . DISPENSER 7.12 PLLD SOFTWARE r5.1) I DIESEL DISPENSERS 1 2 GILBRACO ADVANTAGE (ONE PRODUCT SINGLE HOSE) .- 5.2 DISPENSER NOZZLE 4 5.3 DISPENSING HOSES YARD UGH 5.1 BREAKAWAY VALVE DESCRIPTION 5S UNDER DISPENSER SPILL CONTAINMENT SUMP (FRP) NOTES: 5.6 1 -1/2' PRODUCT IMPACT VALVE DOUBLE POPPET ALL MISCELLANEOUS CONNECTION FIRINGS AND PIPING NOT OTHERWISE IDENTIFIED SHALL BE STANDARD WEIGHT BLACK IRON AND FURNISHED BY CONTRACTOR. 5.7 NOT USED ALL EQUIPMENT, HARDWARE AND SYSTEM COMPONENTS MUST BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS. 5,g FLEXIBLE CONNECTOR: 1 1/2' x 24 ALL ITEMS NOT LISTED ARE CONTRACTORS RESPONSIBILITY PIPING SUMP PENETRATION FITTING FDE3tE` 1MIN 2 J'OPW' GREEN # IIB -0100 (3/4' NOZZLE FOR DIESEL) 2 DIESEL HOSE 'GOODYEAR' FLEXSTEEL 8' -8' MODELS 3/4 HOSE Br 12' WHIP 2 -HUSKY MODEL 6 3360 (DIESEL) 2 'BRAVO' DOUBLE WALL TO FIT DISPENSER MODEL 2 -DPW- MODEL 8108HMP -5830 3 'FLEXING' MODEL II FLXUL15x24MXMS MISCELLANEOUS 8.1 FUEL SYSTEM EQUIPMENT 4 'POMECO' OR 'RIVERSIDE STEEL' 6' DIA VENT YARD UGH - 2 ITEM DESCRIPTION OTY. MANUFACTURER - FLEXING- MODEL # FLXUL2Oxl8M 8.4 6.1 VENT TRANSITION SUMP W /RACK 1 'BRAVO' MODEL / B- 500- JP -D413 NOT USED R[VISID! ]ESdIDTmI 6.2 NOT USED PIPING SUMP PENETRATION FITTING FDE3tE` 1MIN 'SMITH FIBERGCASI' 8.7 8.3 DIESEL VENT CAP .. 1 'OPW MODEL % 23 -MM PRODUCT @ PIPING & FITTING FIELD Mw MONITORING EQUIPMENT 8.9 ISLAND FORM 7.1 MONITORING CONSOLE WITH. BUILT M PRINTER 1 NEW VVEEDER ROOT TLS -350 FOR FUEL SYSTEM MONITORING 7.2 MODULE: 4 PROBE INPUT INTERFACE VR: 329356 -002 7,y MODULE: B INTERSTITIAL /SUMP SENSOR 1 VR: 329358 -001 7.4 MODULE: 4 OUTPUT RELAY INTERFACE 1 VR: 329359 -001 �a Me W817] Eq. }31 -7011 7.5 NOT USED By 1 rU1 ftra I¢VFLMRM IM1XaNT10I DIESEL FUELING ADDITION 7.6 RS -232 PORT (DUAL PORK 1 VR: 3847490 -311 NN 24Yt 7.7 7 CHANNEL SMART SENSOR INTERFACE MODULE 1 VR: 332250 -01 O1G 06119/10 ID 7 3260 7b TLM RISER ADAPTER 1 EVER -TITS 4097 AGBR, + 4097 AGMBRNL 7.9 TLM GAUGE CAP 1" VR 312020 -952 7.10 NON - DISCRIMINATING SENSOR 5 VR: 794380 -208 7.11 DUAL FLOAT HYDROSTATIC INTERSTITIAL TANK MONITOR 1 VR: 794390 -302 7.12 PLLD SOFTWARE 1 VR: 330160 -060 7,13 MODULE: 6 INPUT PLLD 1 VR: 330843 -001 7.14 MODULE 3 OUTPUT PLLD I VR: 330374 -001 7.15 PLLD FOR TURBINE W/O SWIFT CHECK 1. VR: 848480 -003 7.16 OVERFILL ALARM AT 90% OF TANK 1 VR: 790091 -001 7.17 ACKNOWLEDGMENT SWITCH 1 VR: 790095 -001 7.16 iLM FLOAT KIT DIESEL 10' 1 VR: 848800 -001 7.19 NOT USED 7.20 N07 USED 721 2 VACUUM SENSOR KIT 1 VR: 330020 -480 7.22 HYDROSTATIC SENSOR 1 VR: 794 -380 -303 7.23 3 -WAY BALL VALVE 3 VR: 57008 -649 7.24 DISPENSER INTERFACE MODULE 1 VR: DIM SERIES MISCELLANEOUS 8.1 GUARD POST 4 'POMECO' OR 'RIVERSIDE STEEL' 6' DIA 8.2 YARD UGH - 2 MATCH DIISRNG 8.3 2' X18' FLEY CONNECTOR 3 - FLEXING- MODEL # FLXUL2Oxl8M 8.4 ELECTRICAL SUMP PENETRATION FITTING F- (213) 381.1517 'BRAVO' 8.5 NOT USED R[VISID! ]ESdIDTmI 8.8 PIPING SUMP PENETRATION FITTING FDE3tE` 1MIN 'SMITH FIBERGCASI' 8.7 VACUUM HOSE (10OFT) DDEhRMIII VR: 332310 -003 h Q 8.8 PRODUCT @ PIPING & FITTING FIELD Mw 'SMITH FIBERCLSY 2',J' II(� 9EcvLtL.en 8.9 ISLAND FORM 2 YOMECO' OR 'RIVERSIDE • y EXQ' Al 0.QMM1 'Nor ARCO Pwwaww'M gRuc MMYQ e1AxA9TR A9EMT Ttp BG „d@ TWOb nM ntMM13 W. fiedlergroup *Architecture 4Engineering *Planning *Project Management 2322 Wen Third Serer[ Lm Angelo, CA 90057 -19D6 Phane:(213)381 -7891 F- (213) 381.1517 f7edlergroup.com H6 IMTE R[VISID! ]ESdIDTmI gKi 91tiYrk10YlI 0. �a Me W817] Eq. }31 -7011 MAY 2 8 2010 By 1 rU1 ftra I¢VFLMRM IM1XaNT10I DIESEL FUELING ADDITION 511E AplxiLtt� 7851 ROSEDALE HWY. OJETWAY BMIOiRSF160, CA WZOB FAC#81838 NN 24Yt o ®m KA s mx ibNl n, � tx O1G 06119/10 ID 7 3260 1gAVOG T1TLD MATERIAL LIST SN[ET N1 FS4.1 FIRE SUBMITTAL - 51281201( '• . . , ,. .� .�,'.� . - � r - - .; 4 y. � � 1 _ w f: 1y .t DISPENSERS DISPENSER #1 DISPENSER 12 'A& IF ARCO ORmOpASf1lmJCf4LLe FIRE SUBMITTAL - 5128/2010 — TANK ANNULAR SENSORS VFllf RISER v fie(llergroup SUMP SENSOR SUMP sETISONSO R E •Architecture , - r .Do STEEL OONOUR Pro COATED (2) BELDEN #8780 VENT SUMP •Engineering *Planning - - y •Pv TO ALL DISPENSER) *Project Management • 2322 Wa, 71hird Stmt L., A.0a CA INTRINSICALLY SAFE I I 90057 L9D6 PhoDC (21)138] -7891 • EQUIPMENT _ P.n (213) 331 -1517 II I fiedkEgroup.com ,' RIGID STEEL CONDUIT — I) COATED (2) BEIOEN #8750 D "h am TLS -350 PLUS H i �� O'77a II ............. (ISO REPORT ACCESS) BBeeeeee BB ease see eases BB BBee II ®2® TAFB(ANNLAAli sE31SON am 11Ui{ I ®® . • • . • 12K DIESEL TANK q CONGO YWIME . BBBBeBBBeeBeBBBB BBBBBBBBeeBe BBBB •` 5P N M TA dSPENSERNQEf SI11�LHM30 SENSOR IEODIILE MM+NWBE MODULE TURBINE SUMP SENSORS . ®�O • "L' SUMP SENSORS REPORT PRINTER ®® ._ . OUTPUT RELAY MODULE BBB BB BB BBBBB BB BB BB BB BBBBBBBe BBBB OMP SEALS - PLLDCOMiDLLER MODULE TANK MRAPUOIRD SENSOR MODULE A NOTE PLLDo. ROOT USMONITOR AT Q ROFESSIp-0 • PDM EQUIPMENT BE ETED BY AN �� �O ROOT CB{fIFlFD iE(iIN%AAN �[ Civil- <2 c� Q� z " MAY 028- 201 - cc: N0. C -381 23�� tr # Exp. 3 -31 � 101 _Nm -2011 II%��� C/VIL€M' OF CALIF DtVFIIDK[M OEOIOUTlQF / DIESEL FUELING ADDITION . SITE "DRC2S- SENSOR ALARM SUMMARY OTHER ALARMS 7851 ROSEDALE NWY. - OORAYFDMESSYE NMMR AIQaF AMATONRESMTS GORE ]SUMOVSS&MIE IMMUOR SETCOMMUS QENIOCNOOOII QMWAY " IMWf NAwt LAM BARERSFIELD, CA. W308 ' IOIDBFNEORmARB NOTAiQB -RRNi NA•ffIBQM Oi T, PO> oPIDRAiNNNIFRSfI1M1689A `BNRliftm.Sty MSSINGRnAYSEW RED OnenoSmow�t — '•°� SdW�Rss&n�trm. . RIINAW M M1 •uAbntl ONKti MY•dbimpttpfryp/lnmOltML mN•gM FAC#81838 . Am.Mo dqo- eNpbN°m.dmltl MISNOTMODUP RID Bnnm�gmirablBu Qvid�N•�mmi RIa r° A.oM�..�a•mmwm+aP�wbN. hwka� pm � N11MEeMartNNM .Sbed ANO°'°EGpm�Nem n�.y.°dOiR'.inp a mw PKP•R+AND•m !04/19/10 ALLIAMLEOHP BST n 13260 ' - Am.MW INmNNO�/dA•x �h1 f•Y tilb bgm°EmbbtlPFba@J tabbNAa ORAVDAi TROD QIR9MEFAa R° eMbmdl•pNS°GboN. AS9d "upN "MMnO A�LLNb A m MNa1&R OmRNCAbe °N.rTNCM VEEDER ROOT ° AmY.°N ab,o�,dA.� a�Pw.�m.m.•F�m WIRING DIAGRAM - ffII.PMTANRAnI RM M1 Am,1L1SNXmtlgtlAYm b�mNlbb��0.oNRC•gMb)nn . - - Qg1ALIRY M M1 BWntlNNy-mraEO•m° ROnsvNr•mh9Y`fAnap11Q12gG SfEET No " - AmwrAMbet>P,dAr: Dytaf�pmpS Vrny . FS5.1 FIRE SUBMITTAL - 5128/2010 TL 5 Y50 ACCESSORIES PART DESCRIPTION PAW NUMBER 1/4- NPT BARBED FITTINGS 330020 -487 1/4" NPT BARBED FITTINGS 330020 -488 1/4- NPT BARBED FRANCS 330020 -489 BARBED TEE 576008 -657 VACUUM HOSE 25' 332310 -001 VACUUM HOSE 50' - 332310 -002 VACUUM HOSE 100'_ - 332310 -003 3 –WAY BALL VALVE 576008 -649 MOUNTING KR 330020 -448 _ RELIEF VALVE ASSEMBLY 332217 -001 SMART SENSOR WITH EMBEDDED 332250 -001 PRESSURE SENSOR MODULE (7 CHANNEL) SMART SENSOR WITH EMBEDDED PRESSURE SENSOR MODULE (8 CHANNEL +) 332250 –OD4 fiedlergroup *Architecture -Engineering -Planning *Project Management 2322 Weft Tthd Stmt Loi Angdn, CA 90057 -1906 Phone (213) 381 -7891 F¢ (213) 381 -1317 fiedlergroup.com tm wa aev nr T= FIRE SUBMITTAL - 512812010 NOTES: ' - 1. ALL VACUUM TUBING MUST BE VEEDER –ROOT APPROVED VACUUM TUBING 2. AN EXTERNAL SIPHON CHECK VALVE (VEEDER –ROOT #3188- 241 -5) MUSE BE USED WHEN MAKING A VACUUM SOURCE CONNECTION BETWEEN THE SCVS. ' SYSTEM SUNSORS AND THE SIPHON PORT CARTRIDGE FOR ALL TURBINES - GUTTER BOX / — — '— — — — — — — HYDROSTATIC RESERVOIR — — — — — — — — — — — — — — — — — — — — — — — VACUUM SOURCE FROM TURBINE'S SIPHON CHECK . AND SENSOR VALVE PORT \ J -BOX W.P. WITH CORD FILL SUMP JRESERVOIR - \ 0 i GRIP WIRING ENTRIES 3° OVER 2° FOR 1/4* HYDROSTATIC \ 5�� / CUUMBING. AND SENSOR \ a x -31-201 u��m -mn I PANEL MONITORING - 'MONITOR "RELIEF I Om Ia/`r. L - _- _- _- _- _ -_ -_ -� TURBINE SUMP n 1 1 — MAY '2 8 .201 1 POWER POWER 4 PLUG SECONDARY° ^+m TURBINE SIPHON CHECK VALVE °o r�• \ TANK 12,000 GALLON DIESEL m � � arVn DIESEL DIESEL FUELING � — — — — — — — — — — — — — — — — QROFESSf 7851 ROSEDALE HWY. uJ N0. C-3)P � i :_, OJETWAY eAIa3rsRw,raq>oe # Exp. 3- 31 -2t11 ; % FAC*81838 tP j i l !- 9 C/v IIi- .n NI? txonm ww . _ z, C � OF D tlavx m � •t3uet to CA ®�, D 04/19/10 13280 .. - /� /7 08nnvnc rme VEEDER ROOT . - VACUUM MONITORING DIAGRAM stacr taD FS5.2 FIRE SUBMITTAL - 512812010 M t -. t .. .. .. t