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HomeMy WebLinkAboutDIAMOND DRIVE 250_07-00002365 t � City of Lake Elsinore PERMIT 130 South Main Street PERMIT NO : 07-00002365 DATE : 8/06/07 JOB ADDRESS . . . . . 250 DIAMOND DR DESCRIPTION OF WORK BLOCK WALL OWNER CONTRACTOR ATLANTIC RICHFIELD CO OWNER P 0 BOX 512485 LOS ANGELES , CA 90051 A. P . # 363 -171-004 5 SQUARE FOOTAGE 0 OCCUPANCY . . . GARAGE SQ FT 0 CONSTRUCTION FIRE SPRNKLR VALUATION 2 , 112 ZONE . NA LDIN---G---PER---MI--T-------------------------------- ------------ ----------- ---- BUI QTY UNIT CHG ITEM CHARGE BASE FEE 63 . 00 1 . 00 X 12 . 5000 VALUATION 12 . 50 1 . 00 X 5 . 0000 PROFESSIONAL DEV FEE 5 . 00 - ------------------------------------------------------------------------ ELECTRICAL PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 30 . 00 4 . 00 X 16 . 2500 MISC . WHERE NO OTHER FEE 65 . 00 1 . 00 X 5 . 0000 PROFESSIONAL DEV FEE 5 . 00 -------------------------------------------------------------- --- FEE SUMMARY CHARGES PAID DUE PERMIT FEES BUILDING PERMIT 80 . 50 . 00 80 . 50 ELECTRICAL PERMIT 100 . 00 . 00 100 . 00 OTHER FEES -------------------------- PLANNING REVIEW FEE 15 . 10 . 00 15 . 10 PLAN RETENTION FEE 1 . 20 . 00 1 . 20 SEISMIC GROUP R . 50 . 00 . 50 PLAN CHECK FEES 60 . 38 . 00 60 . 38 TOTAL 257 . 68 . 00 257 . 68 SPECIAL NOTES-&_CONDITIONS _ --REPLACING-4 GAS DISPENSERSAND 12 LF BY 8 ' HT BLOCK WALL FOR VAPOR RECEIVER. Tune: j .r 1 Jrir�_ �t17!li? c?7 • h�jpt nn; 14F i 1 ? Cityof Labe Elsinore 130 South Main Street APPLICATION FOR APPL1CATlON NO. S BUILDING PERMIT APPL TIO RECE D DAT - VALUATION CALCULATIONS BUILDING ADDRESS IstFLOOR SF TRACT BLOCK/PAGE LOTIPARCEL 2ndFL00R SF NAM�F t W MAILING PHONE ° S 3rd FLOOR SF O -�O�i� QnJinr GARAGE SF N ADDRESS c�So E CITY _ T TE/Zp STORAGE SF R ` `��QS i hereby affirm-that am licensed under pro 5 ons of chapter 9 comment rtg DECK& BALCONIES SF with section 7p00)of division 3 of the business and professions code,and my C license is in full force and effect_ OTHER: SF O LICENSE# CITY BUSINESS N AND CLASS TAX# //� T NAME VALUATION: R A MAILING C ADDRESS FEES T CiTY STATEMP PHONE O BUILDING PERMIT $ R CONTRACTOR'S SIGNATURE DATE PLAN CHECK NAME LICENSE# ` A PLAN REVIEW / R MAILING /� C ADDRESS SEISMIC - 45[.9 H CITY TATE/LIP PHONE PLAN RETENTION - ❑ NEW OCC GRP.1 CONST. ❑ADDITION DIVISION. TYPE: ❑ALTERATION NUMBER OF NUMBER OF []OTHER STORIES: BEDROOMS: ❑ SINGLE FAMILY ZONE: ❑APARTMENTS ❑I cettlfy that I have read this applications and state that the 0 CONDOMINIUMS HAZARD YES above Information is correct.I agree to comply with all city ❑TOWN HOMES AREA? NO and county ordinances and state laws relating to building ❑COMMERCIAL SPRINKLERS YES construction,and hereby authorize representatives of this ❑INDUSTRIAL IREQUIRED? NO city to enter upon the above-mentioned property for insp- ❑REPAIR PROPOSED USE OF BLDG: Lion purposes. ❑DEMOLISH I PRESENT USE OF BLDG: JOB DESCRIPTION e,� Signature of Applicant or Agent Date cd ( U Agent for ❑ contractor D owner Agents Name Agents Address Street City State Zip i Title: Job# Dsgnr: Date. 6:01 PM, 2 AUG 07 Description Scope: Code Ref:ACI 318-02,1997 UBC,2003 IBC,2003 NFPA 5000 Rev- 5WO18 Page 2 User KW-060%41,Ver58.0.1-Deo-2003 Cantilevered Wall Design (c)1983-2003 ENERCALC Engineering Software welLecwCalwlations Description Summa of Overturnina & Resistinq Forces& Moments .....OVERTURNING..... .....RESISTING..... Force Distance Moment Force Distance Moment Item Ibs ft ft Ibs ft ft-# Heel Active Pressure = 116.4 0.75 87.3 Soil Over Heel = 201.7 3.92 789.9 Toe Active Pressure = Sloped Soil Over Heel = Surcharge Over Toe = Surcharge Over Heel = Adjacent Footing Load = Adjacent Footing Load = Added Lateral Load = Axial Dead Load on Stem= 0.00 Load @ Stem Above Soil= 414.0 6.75 2,794.5 Soil Over Toe = SeismicLoad = Surcharge Over Toe = Stem Weight(s) = 1,040.0 2.58 2,686.7 Total = 530A O.T.M. = 2,881.8 Earth @ Stem Transitions= Resisting/Overtuming Ratio = 2.01 Footing Weight - 906.2 2.42 2,190.1 Vertical Loads used for Soil Pressure= 2,172.9 Ibs Key Weight = 2.67 Vert.Component = 25.0 4.83 120.8 Vertical component of active pressure used for soil pressure Total= 2,172.9 Ibs R.M.= 5.787.4 Y L Yr� /J 4&psf / i Pp=195.31# 146.44# 1083.3psf 0 in Mas w1#5 @ 16.in o/c Solid Grout,Spc Insp /-� l ii y Hot?, 9._0.. 3" - 1'0" _! s #0@0.in @Toe Designer select 2'-2" 2'-8" rtL #00.in f G 2 Nh�L @ all horiz.reinf. @ Heel � �r��SSfONq� r 7 rn 40 CN�� l 0F � �% I CONCRETE: ( Strength 28 days ) Per AC1 318 specifications. Foundation f' ca25,00psi Precast f ' e a 3,000 psi Special Colunms f ' c - 3,000 psi Struct. Slabs f' c -3,000 ps inspection KASONRY hollow Concrete Units ( CMU, Conc. Block ) ASTM C -80, ASTM and UBC Standards Type N units, Type S Mortar, 2,000 psi, grout partially Fm n 225 psi f ' m 1,350 psi t p Y routed �4 f ' m - 1,500 psi ( solid grouted ) Fm- 250 psi REINFORCING STEEL: ASTM A -815, Per CRSI Standards. 1116 and Smaller _ Grade 40 0 7 and Larger Grade 60 RoFEsso C 9 2 ,- w rn a,= or�ill �i����i'�!'__' '■�s �^r:���;� ... �., Il�f ��Ili' WOM mil I =" � �` it �li�� � ■ T;� '� • \ � �w� .�1 -=—:k ME �f N , : � r v►r/11■WOM � +►�� b ♦ l A 4����rr lay-'��<��"vL:.ra.��''x5�j;�:.#♦ � . ,*� ��� 1 � �...L�s f,� tire,e�.D� ��J,�• �.�_� y 3 n �� � �a4 y" ]r !��"fr ye b�y uh�a to���� / ����� �I .• • a,�`+.rJ ���� r 1 �m .�T�,,w:��..:.,�-:`=�.;$i`Y�.•a,L� �'�,�'rD::�i•�.. ' \�1�� a...� STRUCTURAL CALCULATIONS QRQFESS/p C 6 U-1 r; cc EXP, 30 6 1. 3' kU44 $,��ox JOB ADDRESS: LAKE EL DING D1V1 250 DIAMOND DRIVE LAKE ELSINORE r k.—RM IT # Scope: NEW 8' HIGH WALL APP"uVE Structural Solutions JOB# 07350 13404 Valley Blvd, La Puente, CA. 91746 626) 369-9947 STRUCTURAL CALCULATIONS DESIGN CODE AND REFERENCES 2001 CALIFORNIA BUILDING CODE SEISMIC LOADING Z:= 0.4 hn:= 27 FT Ct:= 0.02 Nv:= 1.6 SEISMIC SOURCE TYPE B Na:= 1.3 ASSUMED Ca:= 0.44•Na (SOIL PROFILE Sd) Ca=0.572 Cv:= 0.64.Nv Cv= 1.024 Is:= 1.0 (REGULAR STRUCTURES) 3 MT:= Ct-hn4 (STRUCTURE PERIOD) T= 0.237 (SECONDS) RELEVANT RESPONSE TIME(FIGURE I6-22 in 1997 UBC) Cv Ts:= 2.5-Ca TS=0.716 > T R1 := 3.0 WALL FENCES(T-I6-O) BASE SHEAR 3-0•(Ca-/s) (30-I2) Vd:= R W 1 Vd= 0.572 W MINIMUM BASE SHEAR FOR SEISMIC ZONE 4: Vb — 0.8-Z•Nv-Is W (30-7) R 1 Vb = 0.171 W TOTAL DESIGN BASE SHEAR SHALL NOT BE LESS THAN: Vc:= (0.11•Ca•!s) W (30-6) V,= 0.063 W THEREFORE,DESIGN BASE SHEAR: Wtotal 80•PSF (UNIT WEIGHT OF MASONRY WALL) V l Vd Atotal V1 =45.76PSF WIND PRESSURE(90 MPHD Ce:= 1.19 (T l 6-G) 0 - 25FT 1 Cq:= 1.3 (T l 6-H) qs:= 20.8•PSF 3 lw:= 1.0 (SOIL PROFILE Sd) P:= Ce•Cq•gs•lw P= 32.178 PSF < 46 PSF (SEISMIC) UNIT LOAD OF SEISMIC FORCE GOVERNS OVER WIND I Title: Job 0 Dsgnr: Date: 6:01PM, 2 AUG 07 Description Scope: Code Ref:ACI 318-02, 1997 UBC,2003 IBC,2003 NFPA 5000 Rev 580018 user KW-0606641,Ver580.1-Deo-2003 Cantilevered Wall Design Page 1 (c)1983-2003 ENERCALC Engineering Software wall,ecwcalwla0ons Description Criteria Soil Data Footing Strengths&Dimensions Retained Height = 1.00 ft Allow Soil Bearing = 1,500.0 psf Pc = 2,500 psi Fy = 60,000 psi Wall height above soil = 9.00ft Equivalent Fluid Pressure Method Min.As% = 0.0014 Heel Active Pressure - 46.0 psf/ft Toe Width = 2.17 ft Slope Behind Wall = 0.00: 1 Toe Active Pressure - 0.0 psf/ft = Heel Width 2.67 Height of Soil over Toe = 0.00 in Passive Pressure = 250.0 psf/ft Total Footing Width 4.83� Soil Density = 110.00 cf Water height over heel = 0.0 ft _ � p Footing Thickness - 15.00in FootingIlSoil Friction = 0.300 Key Width = 0.00 in Wind on Stem = 46.0 psf Soil height to ignore Key Depth = 0.00 in for passive pressure = 0.00 in Key Distance from Toe = 2.67 ft Design SuTTCover @Top = 3.00 in @ Btm.= 3.00 in a Stem Construction Top stem Stem OK Total Bearing Load - 2,173 lbs Design height ft= 0.00 ...resultant ecc. = 12.95 in Wall Material Above"Ht" = Masonry Soil Pressure @ Toe = 1,083 psf OK Thickness 10.0 5 # 5 Soil Pressure @ Heel = 0 psf OK Rebar Size - Allowable = 1,500 psf Rebar Spacing = 16.00 Rebar Placed at Center Soil Pressure Less Than Allowable Design Data ACI Factored @ Toe = 1,499 psf fb/FB+fa/Fa 0.959 - AC! Factored @Heel = 0 psf Total Force @ Section lbs= 437.0 Footing Shear @ Toe = 13.1 psi OK Moment....Actual ft-#= 2,284.7 I Footing h =o g Shear ar @ Heel 5.8 psi OK Moment.-Allowable - 2,382.9 Allowable = 85.0 psi Wall Stability Ratios Shear.....Actual psi= 8.6 Overturning = 2.01 OK Shear.....Allowable psi= 51.5 Sliding = 1.60(Vertical Co Bar Develop ABOVE Ht. in= 30.00 Sliding Calcs (Vertical Component Used) Bar Lap/Hook BELOW Ht. in= 10.50 Lateral Sliding Force = 530.4 lbs Wall Weight = 104.0 less 100%Passive Force-- - 195.3 lbs Rebar Depth 'd' in= 4.75 less 100%Friction Force= - 651.9 lbs Masonry Data Added Force Req'd = 0.0 lbs OK I'm psi= 1,500 ....for 1.5: 1 Stability = 0.0 lbs OK Fs psi= 24,000 Solid Grouting = Yes FOOtIn Design ReSults Special Inspection = Yes Modular Ratio'n' = 25.78 Toe Heel Short Term Factor - 1.330 Factored Pressure = 1,499 0 psf Equiv.Solid Thick. in= 9.62 Mu':Upward = 3,394 0 ft-# Masonry Block Type= Normal Weight Mu':Downward = 740 946 ft-# Concrete Data Mu: Design = 2,653 946 ft-# fc psi= Actual 1-Way Shear = 13.06 5.84 psi Fy psi= Allow 1-Way Shear - 85.00 85.00 psi Omer Acceptable Sizes&Spacings Toe Reinforcing = None Spec'd Toe: Not req'd,Mu<S.Fr Heel Reinforcing = None Spec'd Heel:Not req'd, Mu<S'Fr Key Reinforcing = None Spec'd Key: No key defined I Legend EXISTING VEEWR-ROOT - _ OnSTKG 2'/.G DOUBLE WALL PROOICI PIPe1L YOMTORiNG SYSTEM PANEL - - EXISTING 2'OR 3'F.G SKdLE MAIL VAPOR RECOVERY PP.IG " TO REMAKM imaNc 2'r.G.SINGLE WALL VENT PIPING [dwKgl•tL.[t KWKLY.n 10 AtA1IL-1,K W[_S15RM 1[[rs n<Kflq,rR,1 N4 M ARCO CdwKgl R KRw11tD ro bait.r.f l0[.I1wK YYe a KIVN r[lD<a911«S AM MTAL•,Rd Ro..wt+ Y r — —— •IMuoIK,. ..aT.Iw K+,r.r.c R 10 In_K.•m1 e•1RK OPw1 NIIX.[r;Lu 1 YCdDAA fAIA•rKN!•rr•^R A,O.,e1 FOR oKT.Np,WAR1KNlT.LL,MOp.CI IMM.L rO K ooua[ nstalation Notes 4"w Yu�.Y..r to-• V � � 1 ` Q rql VYO `'. �11 r V /ram \ � EXISTING SEPARADINGTE INTERIOR f '-� I I ©LprJl.p[[MSIM'KLKR RDpI-IYaI 4p wC HART cdlu0a PAKL Lr00Ll/RS-310«&.a dwG y[.aCniRCrW4 AIq RE/ROrR UNDER SEPARAi[ SCOPE \ 1 -1 lialITAC MATH G TOR CXACI UWAlld SIR(L Kr'f wSOR YpgR(S.SOr1rM[,,wp JACO-,0 wUgru(cOAKOKT.S FOX �'� '`r/`■� G OF wORR I [ , ' ; I r1 1 -- I 1,, iSO.fMIORM Q«51•LL(.)...rl d.lpl YIK;SM1E wril MR Sp(.un n_gpgKl piR(n Yai-11>tOrw.OR 1-1 r0 INH-.wlrr p5 I!1 �K ALY vAPyl ASLSI f,•a IT NO At,-0_.x,r•r­w,ttR All C•a0(w w0 1.rMr.Y R(A_O ORp(R -ION alaN,[K»IS oSP[.Y.S L,NL IN[W,w,O FIT-.-,A,-,....K.L.A—A W1a.- 1 aK1RY rCOn1a,CIM TO Pvaa LS WSUR M., O G b.,IMOvd[MM wri(/aOZILL,C ,A Kv0(R(ISI M wM OR-, Cl HXCXT On KS✓t o-R M«fiRMICI-Ol XA u Ull Krp+[,AI vNpRSKCO ILIIIAOTi,4f cONl IN TOR 0 1.10 R(R•a THE M 1 ./ �� -.(t ' / � I tl � - I , •1 O Krd.Mr.11[o c.sa.a rartas.M w.ral(Rz �,H A�� �:• I pal �- d W N01 YSCD P m Z -ATKISI­K.WAa s N tl f SMl 10 ,c.." rR W[rurc AT[K,wG as/C CE.COvi.R.1 SLRs; ,AT »rN.•nt .: � �• +/ oVArKw asP[NY.s w to[AHTwG IOTN CWIAA.R,I LRrs./vALKK.a.a.IuuwN ear cwKX«•TId O u 4 / �� I 1 p sL P�. 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" f10A1 CHECK VALVE SAME EIEv.A$ 22 (SEE NOR BELOW) --"— OtS1ANCES OVER 10'R[OUNE PRIOR OV[Mll PROTECTION APPROVAL OF SP DESIGN MANAGER2' ALVANIZED AIR BREATHER ASSEMBLY P/N . TOP OF P/V VALVE UNIONG&NIPPLES IY MNIW14 ABOVE GRADE 9948 ARCO 7 XT"REDUCER BUSHING I I'BLADDER I �IAWrOILla1KNWApOAY[ I SRNNOM I VAPOR INLET ASSM P/R 9956(REr.) _ B 2"GAL VAMi::ELBOW 2'GALVANIZED 6 I TEE i I SIPHON TUBE ADAPTER P/N 9939(REF) I HEALY CLEAN AN SEPARATOR KIT 67 INCLUDES AN AIR SEPARATOR TANK, BALL VALVE I I BALL VALVES,FLOAT CHECK,R[OVC[P - LOCKED OPEN I I rl. BUSHING AND ALL ACCESSORIES �OR(-- SHOWN EXCEPT I"PIPING. r' IN NORMALvS OPERATION I `_ BALL VALVE P/N 9TM123 ROCK P/N 9%12A I I 1 67 4Y CLEAN AR SEPARATOR `N F USE KEY P/N 996125 I VAPOR $'mo o LA'•� BALL VALVE i I i l I M"6 o i ED PEN Dig - I t i SIPHON TUBEff'0 z AL I I ! P/N ue6-6(REF) F*G EMGVNE •z^� OPERATION I I E• DIN= BAIL VALVE P/N 996123 ? 18715 77ND AVENUE SOUTH LOf%P/N 9%IN I I '( KEN.WA 90037 W ^ USC XEY P/N 996125 j ?:I (425)251-6222 '�'� }X BALL VALVE I i iV ,•V AIR (4 5)251-8762 FAX `v 1j LOCKED OPEN j EIAOCEIWK.LAM PL N . O� C p OR fl I i SIR'/L,wL,ENHI91.gMK SEKHtAt L2'ICE MIN I/A' S z INNORMµ I 400 GALLON BLADDER. w INn XK9W T4M1KH TEST PORI FITTING N OPERATIONi j P/N 99.3(REr) I NIM mlNn-N NA AND 1/A'PLUG(1V9) BAIL VALVE P/N 9%12! LoaM j j ; tMN �a P 9961N j leg RISE KEY P/N996175 I I f9 1 O O O l i ii J/ I NOTE: i FRONT W.Of B%LMO Q I j NOT vNOrN W EMS VIE OR W 0 F CLARITY.SEE PLAN F j VIEW BELOW Q - - I I �; I"CONDENSATE I DRAIN -- PLUG H. 6"FIBER REINFORCED -- -.-.-.- CONCRETE TANK SLAB GRADE TYPICAL SPILL BUCKET AT I. HIGHEST ELEVATION LEVEL /\ /\ cAAW —_ ° ! •• ' , . \/\/\/\/\ ° . • HEALY CLEAN AIR FEE SEPARATOR I"TO SUBBASE PER GEOTECHNCµ REPORT •• ° MANUFACTURERS INSTALBE LOCATED IN LATION CONFORMANCE //////%///\//%/// . • • . CARE EXECUTIVE ORDER VR-202-B AND \\\\\\\\\\\\\\\ °• • ALL CODES.UI�IR crc'A2001 SECTla ° , �} //////CUB •PERGIO CNNCAI 52o2.IJ.37!5202.13.1] • NOTE. \\ FRONT ELEVATION ;/\\ ADDITIONAL MAY OC WALL DR CONSTRUCTION AN ES. BE REWIRED BY LOCAL ORDINANCES.MINIMUM YWNiRRG /j a e REOUREMCN IS ME SHOWN N TARS �� \\ DETAIL_PER C/C 2001 SECT sM.13.3.2 FRONT ELEVATION 52D2A3J2 LOCATION _- - EXISTING CW VAPOR-PROCESSING EOUIPMEN SNARL BE LOCATED AT OR ��TRASH ABOVE GARDE.SOURCE OF IGNITION SNUL BE LOCATED Not 2500 SF DIAMOND ENCLOSURE LESS THAN 50 FEET(IS FROM NEL-TRANSFER AREAS AND NOT LESS THAN 16 RICHES(N57.2mm)ABOUT / TANK FILL OPENINGS AND TOPS OF DISPENSER GLANDS. 2006 Backcourt SIDE ELEVATION / Retrofit Program -.. - - VAPOR-PROCESSING uNlti SMALL BE LOCATED Iql LESS 9 ' / THAN 10 FEET(30X&-m)FROM THE NEAREST SMONG OR PROPERTY LINE Of A PROPERTY WHICH CAN BE BUILT UPON. 1"BOLLARD ,/ BUILEXCEPT" WHERE THE DNGS.PROPERTY LINES OR FUELD TRANSfLR DISTANCES TAREAS , .. f1YP 9 PLCS) CANNOT BE OBTAINED.MEANS SMALL BE PROVIOCD TO 250 DIAMOND DRIVE PROTECT EOUIPWOR AGAINST FIRE EXPOSURE.ACCEPTABLE A ry MEANS INCLUDE -CASSIONVIC t.APPROVED PROTECTIVE ENCLOSURES.WHICH EXTEND AT LARMANO-.01v ��pp��[�55� (DOA lCASt16 ING(S(457.2—)ABOVE THE EOLOWENT, IINI&R TO PROVIDE MECHANICAL FLEXIBILITY WITHIN THE RIGI)PIPING SYSTEM,PROVIDE AT LEAST CONSIRUCTEDor/NC-RCSISIAM OR NON-COMBVSTIBICFACNt053�6 I FEET OF STRAGHI PIPE RUMBEFORE A CHANGE IN DIRECTION Or 30 DECREES OR MORE (NfPA MATERIALS OR30A(2000• 2003)IS 3.3(2)).(LRC (2000)§7901 117 2) 2.FIRE PROTECTION USING AN APPROVED WATER-SPRAYsYsf(M THE VENT CONFIGURATION SHOWN IS IN ACCORDANCE WITH CP-201 THE NUMBER OF VENT CAPS AT ANY GOTSMALL NOT PERMIT AN ADDITIVE LEAK RATE Or MORE THAN 17 CHr AT 7'Of WATER VAPOR-PROCESSING EOUPMEM SMALL BE LOCATED ACOLUMN MAX ALLOWED WITHOUT MANIFOL LNG IS(3) _._ IANIMIUII O 20 FEET(6096_)FROMDISPERSINGDACESPROCCSSINC COUIPNENI SHALL BE PROTECTED AGAINSTTHE VENT DISCHARGE SILAALL BT LOC3ICO SO THAT VAPORS ARE RELEASED AO A WE POINT ORSIOC _ PHYSICAL DAMAGE BY CUARDHAXS,CURBS,PROTECTIVEo NM12758 DUBUILDINGS AND NOI LE55 THAN 3.6 u(12 FT)ABOVE THE ADJACCN GROUND LEVEL.VAPORS QENCLOSURES OR FENCING WHEN APPR SHALL BE DISCHARGED UPWARD OR N ORIZoNa LLY AWAY FROM ADJACENT WALLS.VENT OUTLET$SMALL ENCLOSURES ARE USED.APPROVED LEANS SHALL BE BE LOCATED SO THAT VAPORS WILL NOT BE TRAPPED BY CAVES OR OTHER OBSTRUCTIONS AND SMALL O A(7BE AT LEAST 1.5 M(5 HOLES ON FRONDED TO VENTILATE INC VOILIM(WRIN TIE ENCLOSURE •�•AA F7) VENTS SHALL BE INSTALLED INACCORDANCE 32'CIA a TO PRAM POCKETING Of FLAMMABLE VAPORS 1BIT STACK .IN(NfPA 3(1 W])l;5.7.7).).(l(U BUILDING OPENINGS (7000)47907 13). - VENT RISERS SHOULD STAND NO LESS THAN 3'FROM OUTSIDE EDGE OF CURB 1'-011/16" K A DOWNSLOP[EXISTS TOWARD TIE LOCATION Of THE W/MEALY CLEAN AM SOAAATOR THE AC1U4 NUMBER OF VENT RISERS IS DETERMINED BY THE NUMBER OF UNDERGROUND (I7P) VAPOR-PROCESSING RANI FROM AFUEL-1RNrs(ER AREA, PlCipiAI BEVAYION THE CHIEF IS IO REOLARE ADDITIONAL STORAGE TANKS IHC DIESEL INSTALLED)SEL VENT RISER INSTALLED)ISALWAYS SEPARATE SEPARATION BY DISTANCE AND IEIONII. II w -- 5202.13.3.3 INSTALLATIONUNITS _ O O CONCRETE.VAPOR-PROCEMASONRY OR S1�LUR SECURELY NO CONCRETE OR OTHER N-COMV.MeC FOUNDATIONS G.0.6-3 PLANVIEW VAPOR-RICAMRY AND VAPOR-PROCESSING EOUIPIIENI IS ALLOWED TO BE INSTALL[O ON ROBS WHEN APPROVED 4 DWC NO 9900-SLAB REVISIONS REV DESCRIPTION DATE BY APP N N A ORIG. ISSUE 7/31/02 JWH Q) B 03/4 WAS 11/16, 3X3 CUP WAS 2X2 10 14 04 JWH 4'-0" 0 CRITERIA '-0 11/16" SOIL BEARING - 1000 psf ADJ. SEISMIC ZONE 4 No=1.5 Ca=0.44Na to CO CTT ¢ TANK 6c FOOTING o� 0 Q s B U N 3 "0 0 Q cV I � ° 28.5"0 �I BASE70 r+ 3/4"0 TANK, BASE do CUPS 4 HOLES ON 3/4-0 BY OTHERS 32' DIA. B.C. C7 2'-0" 2'-0"V( I > TOC 28. "0 BASE PLAN SCALE 3/4" = 1'—O' U) 3/4" CHAMFER 5/8"'X6" HILTI KWK BOLT Q� 4' EMBEDMENT MIN. ( � 2' MAX. �L (4 PLACES) (IC80 ER4627). \ FINISH GRADE (I'' z N CLR 0 X TYPICAL HOLD DOWN CUP UJ UNSTABLE OR ::* COMPACTED 3' CUR (TYP') SCALE Q NONE MATERIAL PER GEOTECHNICAL 2—0" 2'—O" REPORT. O (6) 04 EACH WAY TYP. UNLESS OTHERWISE SPECIFIED: DRAWN BY: DATE: DIMENSIONS ARE IN UNITS JWH 7/31/02 SYSTEMS, INC. > DIMENSIONS APPLY AFTER PROCESSING H CKED ATE: FHaY 17 Hampshire Drive 0 SECTION • TANK SLAB TOLERANCES — — Hudson, New Hampshire 03051 d SCALE a 3/4' = 1'-0- X = t.1 MATERIAL: DWG TT1TJ A x = ±.005 - CLEAN AIR TANK Q X/x - t1/64 TREATMENT: MOUNTING SLAB DETAILS m ANGLES = t 1/2' olf NOTES: SURFAE FINISH: SF THIRD ANGLE PROJECTION REV Q MIN. CONCRETE COMP STRENGTH 0 2500 psi MIN. RQNF. YIELD STRENGTH 40000 psi INTERPRET CDIM AND TOL PER + LJ S[I�ZE DWG No. 9 9 00-9 9 45 113 ANSI Y14.5M — 1982 — REMOVE ALL BURRS AND SHARP EDGES SCALE: 314' = 1'-0" SHEET — OF — 4 3 2 F1 HEALY TANK ENCLOSURE ELEVATIONS SCALE: I• . 1'-0• .. ARCO ._orrra�na uc Hu.1Il v�IQR.4.I IpI� m�GHA(jS�Z n u o = i CL 0: K&I IA..w"f `r'41C ENG%,110, (.CLOSURE I6I15 E2ND AVENUE SWIM HEAVI WTI HNOCS N(NE,NA 96031 rCLOED AS REOUR(0 N15 751-BI17 VP(rIUI 4 PER DOOR) (.15)I51-B7E1 FAX as Daww.UAO!t/MIwG. — - su+lrw[MA}M[vE.[uwrls f w [.N I rIHnH avawlm H[r!•CUU BLOC' $$ L r.1LL ENCLOSUCC 1 _ I IE G CORK IED . SHECE NEEAI - FRC E O,IALL0ED TO .. !RAMC AI All CODES 0 0 0 n � 1-1/1�t1-1/7• \J EUBE SECCL ODOR !RIME TrMADEcaAa 25(q SF DIAMOND (EIDSW.BEYOND) 2006[iackcourt - 5'-4'Ct(AR(NErr) _ _ (EXISTING) _ _- RatroOE Program vn.Ror++ A REAR HEALY ENCLOSURE ELEVATION B FRONT OF HEALY ENCLOSURE ELEVATION 250 ecomom �.oE.+D on[ FACr05316 P N12758 •�+ WAY tom E11CWS1AC LiLYATI01f! PRELIMINARY DESIGN INTENT ONLY. NOT FOR CONSTRUCTION G.0a6.3 I ILUr TANKS MANHOLES ALL AREAS) AREAS MISCELLANEOUS EQUIPMENT ALL I1FSA 9Y DESCRIPTION (BP CORE CONFIGURATIONS) MANUFACTURER ITEM OY DESCRIPTTON MANUFACTURER ITEM BY DESCRIPTION MANUFACTURER " FcTEXISTING 12.000 GALLCN DOUBLE ■Ail FIBERGLASStAQERGaQRND STORAGE YCaXEs"(EXISTING) (NOT USED) 7 (NOT USEOEAMKs STAGE I EQUIPMENT-(ALL AREAS) Q (MOT USED) CIO (NOT USE ARCO ITEM UY DESCRIPTION MANUFACTURER — 116 G.C. 1-1/2-OR 2'OR 3"GKVAMZIM STEEL PIPE 'NINE'OR COWL '1047 (NOT USED) ■I�rmIWTNWFIKR uc 10 (NOT USED) 1B4 C.C. 1-1/2-OR 2-OR 3-W OR 45'GALVANIZED STEEL ELBOW 'ANVIL'OR[DUAL 19 (NOT USED) TURBINES(EXISTING TO REMAIN) TO C.C. 1-1/2'OR 2.OR 3'CALVAHIZED STEEL PIPE TEE 'AWL OR COAL - flEM /Y OESCRIPTON XI MANUFACTURER O C.C. 1-1/2-OR 2'OR 3'GALVN621E0 STEEL PIPE UNION ANVIL'OR ECUAL(NOT USED) Los 21 (NOT USED) 11 G.C. 1'am Comm of C.C. MISCELLANEOUS TRANSITION SUMPS 22 (NOT USED) ETEM BY DESCRIPTION MANUFACTURER C.C. J-BOX INEMA' 301 4X4 OR 16-SIT. HINDS'GUP215 11 (NOT USED) 1� G.C. J-901L EXP.PROOF 'GROUSE HINDS'I"CIA SERIES 2J (NOT USED) (NOT SPECECATKIN GRADE (NOT USED) it (NOT USED) 19 G.C. MAINTENANCE RECEPTACLE 24 RECEPTACLE GFCL IN WEATHERPROOF COVE PENETRATION FRYING$(All AREAS•DESIGNER TO CONFIRM WITH BP PM FITTINGS TO REUSED) /9i C.C. SEAL OFF w/DRAIN I(vERE.OR NoIL K I)w/ PnG H A(/0 1]0 G.C. EAL OFF NOT USED "CNOU IND SE HMS-1 CYv(VERICAL)OR CDIS UNIVERSAL DUN UBLE /9W O (MOT USED) 9 V Z STAGE I EQUIPMENT-(STANDARD DPW SOLUTION) BP 2-FLEXIBLE DO ENTRY 0001(SIP rRP PIPING) TXVM'MODEL NO.DEB-6200, © 1(�T�OR HORIZONTAL) ITEIA 19Y DESCRIPTION MANUFACTURER VEEDER ROOT EQUIPMENT(ALL AREAS) o i 13 BP 3'FL[klel[DOLIBL[ENTRY BOOT 'ENNRON'MODEL NIT.DEB-7}fA ITEM BY DESCRIPTION MANUFACTURER s°a m. 2e (H01 USED) 14 BP J'.2'FLExRBIE REWCER DO01 "FNMRON'IgOEL NIT.RRB-b70 � BP SEISNSOR TING TLMOIXAES FOR 6D R[WIFREM SYSTEM WITH EEALTS dYRRMODIAE,R5232OPORT,YUIRED S 76T l'EEDER-ROOT"TLS-350(EXISTING) Cl!'VG EN GIN��Q 8MOTUSED SOFTWARE) 8 31 (HOT USED) SUMP LIQUID SENSOR.POSITION SENSITIVE 'VEEDER-ROOT'MODEL NIT. 794380-206 I8215 72HO AVENUE SOUTH BP (FOR ALU NEW SUMPS DNS KEN,WA 9B0]2 FIBERGLASS PIPING AND FITTINGS ALL AREAS ;�-� KENT.WA 9602 O (NOT USED) ITEM BY DESCRIPTION MANUFACTURER (jOq (NOT USED) (425)251-6762 FAX 37 (NOT USED) C.C. 2"(PRIMARY)FIBERGLASS PIPE.22'-25'LENGTH k CLUE KITS 'SMITH nKRCASr MODEL 101 1 0 20-069-2 (20� (NOT USED) CIVILbfI.fi UA .LINO NNWrG W . -- 14 C.C. 2-COUPLING(PRIMARY) SMTH F10ERCAST"MODEL 101 2020-101-6 (NOT USED MA1VtYPLG.LrAY1aA[Mw>xAV><[S 36 (NOT USED) ] NR .KVIgr KSWII'1' N G.C. 2-90 DECREE ELBOW(PRIMARY) IBE MITE FRCAsr MODEL 0012020-360-4 'WO BP 3 CPH PRESSURE LINE LEAK DETECTION AT TURBINES \£[DER-ROOT MODEL NO.646460-001 39 (NOT USED) — r r/7Nr FNrrY MW 0- (NOT USED) 4S G.C. 2'45 DEGREE ELBOW(PRIMARY) FIBERGIST'MOOEU 0012020-310-4 14 BP VAPOR FLOW METER FOR 60 WILDER-ROOT'MODEL NO.331647-002 k O.C. 2-TEE(PRIMARY) SMITH R E--MODEL 1120020-410-4 4EI5 BP VAPOR PRESSURE SENSOR FOR 60 VEEDER-ROOT'MODEL NO.331946-001 I4JT' 'THREADED ADAPTER BELL.MALE FRP SMITH FIBERCASr MODEL 101 2020-191-4 4� (NOT USED) D.C.0 H FISERCASr YODEL 10:2020-191-7 k16 (NOT USED) 19 3-(PRIMARY)FIBERGLASS PIPE,22'-25'LENGTH A CLUE KITS b N FIBERCAST"MODEL 10110 -069-2 C.C. 3" SECONDARY FIBERGLASS PIPE.22'-25'LENGTH W GLUE TOTS PITH RBERCASr MODEL 101 iOb-069-5 MATERIAL LIST AT BUILDING(ALL AREAS) 3'COUPLING(PRIWA" ITH FRIERCAST•MODEL 1012030-101-0 49 C.C. ITEM BY DESCRIPTION MANUFACTURER (NOT USED)42 3'COUPLING(SECONDARY) H fIBERfiIST'MODEL/0120b-101-9 22 BP POWER CONORTONER YINFAC'MODEL NO.CBI 115 OR EOUAL DISPENSERS f.j C.C. 3.90 DEGREE ELBOW(PRIMARY) YTM routcAsr YOOEt 1012030-360-4 w/HARD WIRE PART 1011-002 PIS I7EM EFY DESCRIPTION (BLENDERS) MANUFACTURER 1ST SYSTEM DATA W3039 DISTRIBUTION BOX WITH DE YRM fIBERCAST'Y00C1/0120b-]ILO-4 SYSTEM NOi/86J039-002.KIT INCLUDES v (BEE ) C.C. 3'45 DEGREE ELBOW(PRIMARY) BP WAYNE CRIND DISTRIBUTION BOX SITE CONTROLLER CABINET,DATA YA.: BLENORIG MULTI-PRODUCT DISPENSER:]-GRAD[,2-SIDED.1 HOSE PER SIDE, DISTRIBUTION BOX,PRB,AND 4 CHANNEL ./CHID READER 0`10N5. CONFIGURED AS REOIARED FOR SITE SPECIFIC Q G.C. 3"TEE(PRWWRY) SMITH FIBERC/ST"YODEL 1120030-410-4 CAT BOARD, 51) BP CONDITIONS AND MARKETS. fIBERCAST'MODEL/OI20b-19t-4 ABOVE FOR MODEL G NC 1� IZ 53 C.C. J'THREADED ADAPTER BELL.MALE FRP F16ERCASr YODEL 1012030-191-7 aP DISPENSER SITE CONTROLLER SEE rtEY/ 2,NUMBER co+ Si (NOT USED) I154 C.C. 3"W DEGREE ELBOW(SECONDV" YRN FIBERCAST-MODEL 1012030-360-3 14 (NOT USED) y EQUIPMENT SOLUTION FOR EVR PHASE 11 LISTED AREAS CALIFORNIA(PER VR•202$) ss G.C, s 45 BE Etew.(SEca o+m CLA"R0S FeEausr Yooa fo12o3o-SIP-3 Nor USED ]'45 DECREE EIBON SECONDARY'CROSSOVER YIN FIBE.r MODFL 0120b-J:0 ITEM BY DESCRIPTION MANUFACTURER O 3'TEE(SECONDARY FLAT) 'SMON FIBERCAST"YODEL/120030-410-3 'ALLIED'SITE CONTROLLER MODULE N IBIS C.C. 3'TEE(SECONDARY CROSSOVER) YRN FIBCRCASI"YODEL 1 20030-411-3 _BP CONFIGUPATIOM' SUPPLIED DIRECTLY VAC ASSIST DISPENSER NOZILE../HOLD OPEN CUP, SP SITE CONTROLLER M10001E 61 13P WALT'MODEL NO.HE .wV PER LOCH MAINTENANCE DEPARIMEM REOUREMENiS) ©S C,O, 1'(SECONDARY)FIBERGLASS PIP[.22'-25'LENGTH R GLUE KITS fIBERCASr YODEL/011010-069-5 F��) SWIVEL U1123-039 WON RS-232 CABLE O 1® 4-COUPLING SECON SMRM FIBEROISr YODEL 1012040-101-9 ® BP WAYNE SECURIrY MODULE 'SUPPLWA"r W5M UNIT) MODULE MODEL/ a2 BP (DER LOCAL MAINTENANCE DEPARTMENT REauRENCNNTS) INTEGRAL TO■14IP 1105E G.C. ( DART) ((SLFPIUED MAIM lMrt GSM DRATTED COAXIAL HOSE-6'-6' (SUPPLIED DIRECTLY FROM WAYNE) - .""d•'.:'."'.,r±�... 63 BP (PER LOCAL MAINTENANCE DEPARTMENT REOUREMENTS) WALY YODEL NO.NE-7580655252 159 G.C. 4'90 DEGREE ELBOW(SECONOARY) -SMITH FIBCRdSi'YODEL/012040-]60-3 'PASSPORE'POS SYSTEM RIYER7ED CDAAAL 1111P HOSE- 1'-0' 160 C.C. 4'45 DEGREE ELBOW(SECOHMRY RUT) +YITH FIBCRGST"YODEL 1012040-]ILO-3 QB OP PITS MODULE(FORA DE SALE) BP CONFIGURATION(SOFTWARE SUPPLIED UNM O Bp WAY'MODEL NO NE-75B010S4F2 O 4'45 DEGREE ELBOW SECONDARY CROSSOVER MITH FIBERCAST"YODEL/012040-311-3 SJ DIRECTLY FROM GIUMRC0) COIN (PER LOCH MAINTENANCE DEPARTMENT REQUIREMENTS) O C TEE(SECONDARY MALT) r1BERCAST"MODEL/120D40-410-J -3M'INTERCOM LUSTER MODEL/ COAXIAL BaTIKAWAY COUPLING-DUAL POPPREO 161 G.C. 4'TEE SECONDARY CROSSOVER) SYRN r10ERCAST'YODEL 12(p10-t 11-3 29 OEr INTERCOM i0 DISPENSE ]M-0-120(i2 dlVftl)06PCNSCR aw°r.n'r w'°..r"` O BE. 'MEALY'MODEL NO.HE-6071-W (CONSOLE MOLR/RD AT SEES OOUNIEA) MOUNTED SPEAKERS BV YINF. (PER LOCAL MAINTENANCE DEPARTMENT REOLREMENTS) 25M SF DIAMOND 1ST (NOT USED) `SOUARE 0-CLASS 9001 KR3RH6UT 3 ON[ALY NNRpWAAC KIT - Z076H,INKY ELECTRICAL KIT- 2078E 'NEALY MODEL NO.NE-LT I000 O ® BP EMERGENCY PUMP SHUTOFF SWITCH(INDOOR/CUIOOOR) PUSH-BUTTON M.C.WITH BOX AND COVER. OF, 163 G.C. 2-CAP RBEIKASr MODEL/012020-100-4 (FOIL OUTDOOR MEMM 3R ENCLOSURE REOURE0 OR EOUAL 2006 BBd(OOUrt '.2-REDUCER BL75i61t(PRIMARY SMITH FISERCIST-MODEL 101 2030-2 3 1-4 SOWRE D'CLASS 9001 KR3RHS Retro((t Program O G.C. •.1-1 2'FEMALE NPT REDUCER BUSHING PRIMARY R1N "Y PUSH-BUTTON N.C.WRIT BOX AND COVER. g 67 0p CLEAN M SEPARATOR TANK AND WALLATION KIT -INCLUDES BALL VALVES, 'MEALY YODEL NIT.HE-9961 © - - ]1 BP EMERGENCY PUMP SHUT OFF RESET SWITCH(INDOOR At SALES COUNTER) _ FLOAT CHECK,REDUCER BUSHINGS AND ACCESORES ADDITIONAL SIMILAR Tiro NTRAC TYPES Wr BE REWIRED ANO SMALL ) (TOR OUTDOOR MEMA) EI40.0.MURE 6 G.C. BE PROVIDED BY THE CONTRACTOR. �fIBERCA51" REOURED OR EOIUAL WR Aansi � OTHER EQUIPMENT AT DISPENSERS(ALL AREAS) LL MISCELLANEOUS EQUIPMENT A AREASI C.C. MAINTENANCE RECEPTACLE T SPECIFICATION GRADE RECC EPTACLEPTACL E Ora IN WEATHERPROOF COVER 250 DIAMOND DRIVE C ITEM m' DESCRIPTION MANUFACTURER 116EBaimmWE ITEM BY DESCRIPTION YANUfACR1RFA Itl/O0M1'E BP 1-1/2"PRODUCT IMPACT MILK DOUBLE POPPET 'OPT MOOCL No OPW-100F►-5726 � S W RISIBLE UHI(W U-0DET IMSTAWTDN KIT (EDT USED) n e2 BP VAPOR RECOVER!IMPACT VALVE(TOP[WRY) 'OPW MODEL NO,60 YSP-1001 EIS (NOT USED) FACNtl3346 g' RK9W0 n .I.a 74K1 p OFYO N Kj (B3`i SIP 10 MICRON MOROSORB FILTER(GSICIM) -CIMTEK"MODEL NO 300N5-10-TYTEK (EDT USED) UNDER DISPENSER SPILL CONTAMMCMI SUMP FOR'WAYNE OVATION'GASOLINE 'WESTERN FIBERGLASS' '647 Bp DISPENSERS((SNCU WALL FRP)(CONTRACTOR TO PUNS ALL FIRINGS)-SH MODEL NIT.0 YDS164OD3-AF 169 (NOT USED) IRna. Ie R VALVE PIAIT INCLUDED W/SPLASHCWRD YODEL OM9901-7F 6oY BP SINID FORM FOR H-FR/WLE DISPENSERS t 70 (NOT USED) BCEAFT2756 it'-o-.4--o-(root COLUMN WRAP) "POKED'OR EOLML BP NSUNO TORT ~�.><• 171 (MOT USED)101, C TNVER9DE STEEL'OR COIw 17 BP I-1/2-.IB'LONG FLEX COrRNCCTOR-MALE.MALE SMKI wA MISTER-MODEL i rsitswiso AI/(MO 1'Ra w1 S{1Si V III SP 42•.64'.4Y SON.40 DISPENSER ISLAND TRAFFIC SOLlARO W/SK]1 I WNTS ep TRAFFIC SCREAM OS LISTED) F7] OP 2•.12-LONG FLEX CONNECTOR-2•FEMALE.MALE SWIVEL STIED) YODEL/fY5120700 U.L.LISTED) NOTE:THIS WTCRMLS COUIPYEM SCHEDULE S NOT A COMPLETE EI51 DE MATERIALS.CONTRACTOR IS RESPONSIBLE FOR '92i (NOT USED) YASIEN"YODEL/FSFSt60200 ►NON091G ANO INSTALLING ALL YISCEl1/AK171/5 EOUIPMEM,FITTING WTENMLS AKO DRIVERS EMISSARY M PROVIBE A n 71 BP 7'.16'LONG ftEx CONNECTOR-2'fEWI[ .TALC 571M1 U.L.lbTEO) COIPI[lE AND OPERA&E SYSTEM.CONTRACTOR To COORDINATE MATERIALS DELIVERY SCHEDULE AND VERIFY CWPMKM COUNTS. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT ALL EWPYEM ARRIVES AT SITE IN UNDAMAGED CONDITION. We l s02 i s