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HomeMy WebLinkAbout8400 ROSEDALE Hwy0 =.* i ''? -4 �, Permit No. ALAS S Permit No. IE File Number: �ad�Zpg Date Received: SYSTEM: SPRINKLEF'Z SYSTE S P'� AY QQT New Mod. ❑ ❑ Commercial Hood System ❑ ❑ Fire Alarm S�std' ❑ ❑ Fire Sprinkler System ❑ 0 Spmy Finish System L aoloAbodeground. Storage Tank ❑ ❑ Underground Storage Tank minor modification Underground Storage Tank removal =Underground Storage Tank ❑ ❑ Other: Comments: 111 'Al I r ,4_,._ Permit No. Permit No. Permit No. Permit No. Address: Bakersfield, CA 933._.1 Business Name: ,� T BUILDING SQUARE FEET:. Building Sq. Feet: Calculation Bldg. Sq. Ft: 2. 3. 4. =711, Time Signature Signature IE.. ,.., <k Q Q�()f ESSlpNgl NOMAS w �^ w NO. Caass05 Exp. 6 I' CIVIL o F CAL6 .a�l SONNIKSON & STORDAHL EVERGREEN OIL COMPANY EXISTING 270 GAL. WASTE OIL TANK ANCHORAGE WALMART, BAKERSFIELD, CA FACILITY STRUCTURAL CALCULATIONS Prepared by: G. Wiley Associates . 1015 '/z Main Ave., Suite B Durango, CO 81301 February 2010 • -I f� /2 I45 21 .j 1 " i,� � 2 -- -L��.S -- "00 j� 3'V��y,' -� cL," •� -•�"'?ti'ry, -'d r�w�.vl 0.` J ^' c �,,W„�d O y{ • r"1 r -� 1..�' }'V�ll r� vy3 lel oA 1► L.+ j 1�}� wi sti "7J -- mac.z� = - -, c -y, ►. o v - 3 !ter. :..a• 8� . v Ire- .e2 . !b v� ;• 3.. Z. :.. S. -L- f I `S 3 (f i , ;,..�.. U-:! • 1l ti a L Z) . 'z tj c? o. Off, 1.5 4) ee✓.-p Lf if 4b t: ii �i �X jet .( /�.. f ' `? —Ae G�•{- +cat -�- t4 ,,yt,� -C t. J ca " _. /. U•rff h: lI C r: 06 L t. 2 7 9h�2 -� (�,)�cJ)(y�,(�- t1(cJ•Q�'�C.' °����' °1 �S9 • � � `i?1Y,- y _ 2 ��;/�'t"! �k Lj ��13 /Q Lj - �'Q'�I C„ c� ��`—1 .� ;�-► Z!' �� r_ f� _.�:,� /±.o -„e�.j _ d-iy�t c�(r�. �c�`'1' --- - .1„�,.f �'.', c f `�"„'• � . � j/? y - / �7 ( c• ' Cam. ' ,. 7 9 'ff --2L �i1��j9)2 z ��j' %i ii,J!•t..Z 1 ,tom In Yj All j7/ Z 1 ��Z T 4)i �)--d �' �''nl aS . yam, y�odd , V f h' �i -jr2, y 0 f }..fib. A -4 " ti r ... � ` n C 1 ('L L G %- o - : � �' Z. � � Lam- L •) j `L 1- C� y' • �`y0� . f 'f J . °r V 4-72 r �s I YA TA� r-•. ►^^'� --.+�f 'n f� t r lqk Ji " dE ESS /p WAS Kit v � c� 2 o« z.Z 'bHa OC No: CG4 &905 Exp.. CIVIL �Y f AO Li k .f% .....1 M r S s •M i O QRof ESS10 V �ZNOMAS cm w r*+ °C .No. W6905 Exp. Cr—- �f91 CIUI! s/ °' - 64,' Latitude and Longitude of a Point Page I of I iTouchmap.com Maps Country - State Places j Google Earth I Cities I Earthquakes I I Am Here Lat - Long WW. .we 00"WO M.P. Home v Latitude and Longitude of a Point To find the latitude and longitude of a point Click on the map, Drag the marker, or enter the.. Address: 8400 Rosedale Highway, Bikersfi6ld, CA 93312 . Lq9j Map Center a-eL&dd-rm - Land. PjaL517 0 -Nan Street View - OQQgle-EAQ -Arm Pho t ogr ap a Try out the Google Eacjh-Flug=jn. Google Earth gives you a 3D look of the area around the center of the map, !ti low 10 ip which is usually your last dick point, and includes latitude, longitude and elevation information. Latitude and Longitude of.a Point . . . . . . . . . . . . . ................ ........ .......... - ........ . ........ ---------- - ...... ............ - .......... .................................. 0 iTouchMap-com 2007-2010 http://itouchmap.c6m/lationia.htmi on 2/25/2010 Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 35.385697 Longitude = - 119.096249 Spectral Response Accelerations Ss and. S1 'Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.009999999776482582 deg grid spacing Period Sa (sec) (9) 0.2 - 1.129 (Ss, Site Class B) 1.0 0.409 (S1, Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 35.385697 Longitude = - 119.096249 Spectral Response Accelerations SMs and SM1 SMs =Fax Ss andSM1 =FvxS1 Site Class D - Fa '= 1.048 ,Fv = 1.591 Period Sa (sec) (9) 0.2 1.183 (SMs, Site Class D) 1.0 0.650 (SM1, Site Class D) Conterminous 48 States 2003 NEHRP Seismic Design Provisions. Latitude .= 35.3856.97 Longitude = - 119.096249 - Design Spectral Response Accelerations SDs and SD1 SDs = 2 /3xSMs and SD1 = 2 /3xSM1 Site Class D - Fa =1.048 ,Fv = 1.591 Period Sa (sec) (9) 0.2 0.,789 (SDs, Site Class D), 1.0 0.433. (SD1, Site Class D) i LEFT VIEW: GAUGE GUARD C • ' a x � � v { . REiir 8RE 6 z . �C .��; a BILLING & PERMIT STATEMENT t3AKEK5FIELD PIKE DEPAKTMENT E R S F I D Prevention Services PERMIT # FIRE 1501 Truxtun Avenue, 15` Floor ARTM T �r Bakersfield,,C'A 93301 Phone: 661 -326 -3979 • Fax: 661-852-2171 SITE INFORMATION LOCATION OF PRO] O PROPERTY 9WNER STARTING-DATE CO LETIONDATE Savo NAME PROJECT NAM at ADDRESS n {�O O PHONE # _"Cla PROJFG r- p DDRESS �© / C`D/ /7ADDDR (/ CITY /� grCICET�SFIEI�D STATE CA ZIP CODE CO CiOR AME r I • • R INFORMATION CA LICENSE # TYPE OF LICENSE EXPIRATION DATE PHONE # CONTRACTOR COMPANY NAME h �K SOVI FAX # IBS `O ADORE C ZIP COD All ❑ permits must be reviewed, stamped, and approved PRIOR TO BEGINNING WORK. PERMITTYPE FEE CALCULATION TOTAL • Alarm - New & Modification (minimum charge) $280. ' TREASURY • ❑ 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 ❑ Additional hood $58 ❑ 5#ray Booth (New & Modification) $470 98 Aboveground Storage Tank (1 inspection per installatio ST $180 /tank 82 ❑ Additional Tank ank 82 ❑ Aboveground Storage Tank (Removal, Mod,or Inspect'n) ATR $109 /tank 82 ❑ Underground Storage Tank (Installation /Inspection) NI $878 /tank 82 ❑ Underground Storage Tank (Modification) MOD $878 /site 82 11 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 cheduled 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 FD2021(Rev 04/08) CITY OF BAKERSFIELD I' BUILDING DEPARTMENT 1715 CHESTER AVE BUILDING PERMIT BAKERSFIELD, CA 93301 BAKERSFIELD y Office Phone: (661) 326 -3720 Application Number 10- 00000841 Date 3/23/10 Property Address . . . . 8400 ROSEDALE HWY ATN (11 ;Digits): 451- 160- 16 -00 -2 Application type description COM ADD /ALT Application valuation 10000 Owner Contractor --- --------------- - - - - -- ------------------------ j: WAL MART REALTY CO SONNIKSON AND STORDAHL CONST. P O BOX 8050' 4858 SUNRISE DR MARTINEZ, CA MARTINEZ CA 94553 (925) 229 -4028 ---------------- - - - - -- Work Description Information ---------------------- COM ALT /REP /ADD 1 Structure Information 000 000 -- - - - - -- - Construction Type'.. UNKNOWN Occupancy Type . . UNKNOWN Other struct info # BUILDINGS 1.00 # STORIES 1.00 # UNITS 1.00 FIRE SPRINKLERS N " Permit COMMERICAL ALTERATION Additional desc . Phone Access Code.. 982686 Permit Fee . . 39.04 Plan Check Fee 1 31.94 Issue Date . . . . 3/23/10 Valuation 10000_ Expiration Date 9/19/10 Special Notes and Comments REMOVE'OIL RECYCLE TANK REPLACE WITH 270 GALLON OIL CONTAINMENT TANK (WALMART AUTO CENTER ) ---------------------------------------------------------------------------- Other Fees . . . . . . . FIRE FINAL INSPECTION 96.00 ----------------------------------------------------------------,------------ Fee summary Charged Paid Credited Due Permit Fee Total 39.04 39.04 .00 .00 Plan Check Total 31.94 31.94 .00 .00 Other Fee Total 96.00 96.00 .00 .00 Grand Total 166.98 166.98 .00 .00 !CALL FOR INSPECTION DECLARATIONS (661) 323 -INSP (or 4677) Permit is issued in accordance with all applicable Federal, State Please input the. Permit Number, the Job Address, and the Type and Local Ordinances. The permittee has properly signed 'and of Inspection. Requests for inspection are accepted until 7 AM of dated the reverse side of this form . the same day. This Permit expires after 180 days of inactivity. To schedule inspections on the Internet site: I have reviewed the above application, and find it to be https:libakeweb.ci.bakersfield.ca us/ Click2GovBP /ScheduleInspections Isp, correct/complete. Inspector's office hours are: 8:00 — 8:30 AM Permittee: Date: AZARDOUS MATERIALS STA Yes, No Will the applicant or future occupant handle hazardous material or a mixture containing a hazardous material equal to or greater than the amounts specified on the list of extremely hazardous substances? See checklist for guidelines. _ Yes — No Will the proposed building or modified facility be within 1000 feet of the outer boundary of a school? _ Yes — No Will the intended use of the building by the applicant or future building occupant require a permit for construction or modification from the Kern County Air Pollution Control District (KCAPCD) or from the Bakersfield Fire Dept? See checklist for guidelines. Yes _ No I have read the Hazardous Material Guide and KCAPCD Permitting Checklist. I understand my requirements under the Calif. Health and Safety Code Sec. 6.95 and Calif. Govt. Sec. 65850 and the requirements of the City of Bakersfield Fire Dept. regarding hazardous materials. Owner or Authorized Agent Phone No. Date DECLARATIONS: The declarations below are mandated by the State of California under Section 19825 of the Health and Safety,Code. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of the Division 3 of the Business and Professions Code and my license is in full force and effect. Lic.Class Lic.No. Exp. Date Contractors Signature Date OWNER - BUILDER DECLARATION I hereby affirm that under penalty of perjury that l am exempt from the Contractors License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors License Law (Chapter 9 commencing with Section 7000 of Division 3 or the Business and Professions Code) or that he or she is exempt there from and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)): 1, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044 Business and Professions Code: The Contractors License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner - builder will have the burden of proving that he or she did not build or improve for the purpose of sale). 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044 Business and Professions Code: The Contractors License Law does not apply to an owner of property who builds or improves thereon and who contracts for such project with a contractor(s) licensed pursuant to the Contractor License Law). am exempt under Sec. B. & P. C. for the reason Owner Signature WORKERS COMPENSATION DECLARATION I hereby affirm that under penalty of perjury one of the following declarations: Date I have and will maintain a certificate of consent to self- insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Policy No I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code. I shall forthwith comply with those provisions. Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL-SUBJECT AN EMLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000) IN ADDITION TO COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES CONSTRUCTION LENDING AGENCY 1 hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097 Civ. C.) Lenders Name Lenders Address t certify that i have read this application and state that the information contained herein is correct. / agree to comply with all city ordinances and state laws relating to building construction and hereby authorize representatives of the city to enter the above mentioned- property for inspection purposes- Signature of Applicant or Agent APPROVED BUILDING DIRECTOR By Date Date '0119 lk VAS V.- calm, C=mp *ftwoo -7V ESSlo, OMAS Cm uj CC No-0046905 'Exp. sfgr Civil- T --ol' - /'J r? +Vt-9*7/75,IVT wrAec' -"—I K f '7— 6 —0 ti ESSlo, OMAS Cm uj CC No-0046905 'Exp. sfgr Civil- T --ol' - /'J r? +Vt-9*7/75,IVT wrAec' -"—I K f '7— 6 —0 -bif- Woe"—) o4j, L. L/ rKv 3 41 IA let, I- 7Y 2A..•7 4/ (L 2A r Ot. 3T I r 77 f:7V i MAR "10 ?010 CITY OF SAKFR,, SUILDING'DEPARTMENZ . 40� _. ---- -- D IT ST. MU'ST iK�'KEPT �X';S O'L "I SXT...'NS CN P", TP� 7 OqUi-AP,��;10E OR S- i p -,v it ;:,,, ;V; v Hr.:'H.T., N; FAR FSpk AN-YGII- S-1 Q-- ior caub; ZiLtic" 6i R,cQ�ci oil, 4 CeA 4CO16+ OR"u'rNALCHEM ELECTRICAL ELECT. TITLE 24 PLUMBING at --,=.COPRFC-.0?4s MED GAS JK COPRECVONS MECHANICAL X—C 0X C 0 R R E CT -,-' 17°! S MECH TITLE 24 &Ar—' OK —COFIREcrioNs W'PR3'v'FD WITH NC E5 AYES No I ai A PI ti PI _I%XaZan & Associates, Inc GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION _ DSA File DSA App. No. Permit No. lzyib—.e y/ DATE: - ' CONTRACTOR: PROJECT #: 02,j5"-� PERMIT NO: PROJECT: �y�i� INSPECTOR: LOCATION:y�� /«�'���°" COPIES TO: ' KRAZAN PROJECT MANAGER: l r -i�i WEATHER: TEMP:. ❑ -HIGH STRENGTH B_ OLTS ❑ A325 ❑ A490 ❑ A Skidmoore test was performed on the -inch ❑ bolts with -the following torque readings: Ibs. /ft. Ibs. /ft lbs. /ft. lbs. /ft lbs. /ft. Average torque reading: Ibs. /ft. tension. ❑ High strength bolt inspection was performed on the -inch ❑ bolts at the following locationns: ❑ The bolts DID/ DID NOT meet the required Ibs. /ft. tension. ANCHORS ❑ Proof Load, ❑Torque.Test Epoxy ❑ % of . total -inch ❑ bolts were torque tested to Ibs. /ft. tension at the following locations: ❑ % of total tension at the following locations::— Visual inspection was - performed on anchors were load tested to W4::�, NOTES. ❑ DISCREPANCIES ❑ %o COMPLETE !/.Sew Ibs. /ft. The Work . WAS ❑ WAS NOT The Work Inspected XMET ❑ DID NOT MEET INSPECTED IN ACCORDANCE WITH THE REQUIREMENTS THE REQUIREMENTS OF THE EZXAPPROVED DOCUMENTS . OF THE ®.APPROVED DOCUMENTS Material -.Sampling . ❑_WAS []WAS. NOT PERFORMED IN ACCORDANCE -WITH DSA APPROVED DOCUMENTS Superintendent eprestive: e %i, ❑ The bolts DID / DID NOT meet the required lbs. /ft. tension. ANCHORS ❑ Proof Load ❑ Torque Test Epoxy ❑ % of total ' -inch ❑ bolts were torque tested to Ibs./ft. tension at the following locations: ❑ % of total anchors were load tested to lbs. /ft.. x t tension at the following locations: - Visual inspection was performed on NOTES ❑ DISCREPANCIES ❑ % COMPLETE .t7T 10M l The Work WAS• ❑ WAS NOT •The.Work Inspected 1XIMET ❑ DID NOT MEET INSPECTED IN ACCORDANCE WITH THE REQUIREMENTS'.: THE REQUIREMENTS OF THE7 APPROVED DOCUMENTS OF THE W&APPROVED DOCUMENTS Material Sampling WAS . WAS NOT PERFORMED IN ACCORDANCE WITH DSA APPROVED DOCUMENTS SuperintendenU p of s ative:` Technician! ?� ■ \LQL� .& "Associ.ateS; -1 nc.. DSA File - i _ - GEOTECHNICAL ENGINEERING" -'ENVIRONMENTAL ENGINEERING -. ' ' DSA App. No. �� �es? CONSTRUCTION TESTING AND INSPECTION Permit No. ' t DATE: `� —.Z� ` 3 CONTRACTOR: SO�iY/� �g1F�� SYt�AG PROJECT #: PERMIT NO: PROJECT: %'4� �n?� INSPECTOR: LOCATION: �� �4Gc- COPIES TO: KRAZAN PROJECT MANAGER: -. WEATHER: TEMP: ❑ HIGH STRENGTH BOLTS ❑. A325 ❑ A490 El A Skidmoore test was performed on the inch ❑bolts with the following torque readings: Ibs./ft. lbs. /ft lbs. /ft: lbs. /ft lbs. /ft. Average torque reading: lbs. /ft. tension. ❑ High strength bolt inspection was performed on the -inch ❑ bolts at the following locationns: ❑ The bolts DID / DID NOT meet the required lbs. /ft. tension. ANCHORS ❑ Proof Load ❑ Torque Test Epoxy ❑ % of total ' -inch ❑ bolts were torque tested to Ibs./ft. tension at the following locations: ❑ % of total anchors were load tested to lbs. /ft.. x t tension at the following locations: - Visual inspection was performed on NOTES ❑ DISCREPANCIES ❑ % COMPLETE .t7T 10M l The Work WAS• ❑ WAS NOT •The.Work Inspected 1XIMET ❑ DID NOT MEET INSPECTED IN ACCORDANCE WITH THE REQUIREMENTS'.: THE REQUIREMENTS OF THE7 APPROVED DOCUMENTS OF THE W&APPROVED DOCUMENTS Material Sampling WAS . WAS NOT PERFORMED IN ACCORDANCE WITH DSA APPROVED DOCUMENTS SuperintendenU p of s ative:` Technician! _KraZan & Associates, Inc. M GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: PROJECT #: PROJECT: LOCATION: KRAZAN PROJECT MANAGER:a DSA File DSA App. Permit Nc CONTRACTOR:''w`�yl� fy� & ST.�J -tii1G PERMIT NO: INSPECTOR: COPIES TO: WEATHER: TEMP: ❑ HIGH STRENGTH BOLTS ❑ A325 ❑ A490 ❑ A Skidmoore test was performed on the lbs. /ft. lbs. /ft inch ❑ bolts with the following torque readings: lbs. /ft. lbs. /ft lbs. /ft. Average torque reading: lbs. /ft. tension. ❑ High strength bolt inspection was performed on the -inch ❑ bolts at the following locationns: ❑ The bolts DID / DID NOT meet the required IN ANCHORS ❑ Proof Load % of total ❑ % of total tension at the following locations: _ lbs. /ft. tension. ❑ Torque Test -inch ❑ bolts were torque tested to anchors were load tested to Epoxy lbs. /ft. tension at the following locations: k-2 Visual inspection was performed on ' i /" :S7 7�� ' �� i�� �� �' �✓�°�y '� lbs. /ft. 1k71 NOTES ❑ DISCREPANCIES ❑ % COMPLETE 1. t% r: =i,�✓ �,,' j'' 4���_- ',. = -•> AX-ee -'" %c�r_ -rrs_ /� %y /- .F;s�.ri�- ;� . /Z%� f�, - '.•�'id'F- ,�i t�=' ' ` %S^ The Work ® WAS ❑ WAS NOT The Work Inspected XMET ❑DID NOT MEET INSPECTED IN ACCORDANCE WITH THE REQUIREMENTS THE REQUIREMENTS OF THE ,(A§'APPROVED DOCUMENTS OF THE R� -APPROVED DOCUMENTS Material Sampling [—]WAS ❑ WAS NOT PERFORMED IN ACCORDANCE WITH DSA APPROVED DOCUMENTS Sup erintenden`t/Repre tnes ative:f Technician:,' ATTACH T,O TIME SHEET a r r K { Y i - -- a Falls Dr" �n amok Bakersfield. CA, "93 - h .84 Raseda.le H i: E' � x�E Y'� �� 'fit '� s �. a� � ' •r rS � � � t , ai � x' � . d +. +++���555 ,•.' 'rJ E � � � s � Yl{ sC. � N .'tI 1 xti .v � � . � " t� + � .� `,• �,. � � * °: � _ 'F ew i�.�,' -::, a t :,.a ,y,$ G7 '}w4 . � `a":f �. ''�� � , f ' ,r _ �t : �p �+ ., ' a�,: � '° ` ,? � r ,. �, a! � :• � Lr, `� ;� ,«. , q .� q i"i id"'.. ;b a. 1 '!W ,t � �' '4+rw. «�iTM �+k'•' �. 5 �. Jyy .�: � pr ��, � ,• . ,�• i.Y Ip `nl.' r 5 M. '""'' aaC �` '" '°! f .� . S1 .0 or "„ , xa ,.*. �"7•,; "'Mw .rat" Z *f a .,y ! +!y kA a 4+"'T '�`S _ i r 1i. ws'. d..."� ,.� IKk 1 Ii .� Y Y , f�i rz �� � (t �� i5� ��� 'b5 {iGt.T � _: ii �� ��.•'+if1, �� k� "�.. ��� dad �e,e r Oglflp a a t c .f{iTJPiy^1 ' :� .�e •c .. - : _ Imae 1U�S�RG nalaair.allSiiiJnv. - - �pc ii� r .. � _ + tt 2 _ 1 � � � . I 1. - tP-A Y� t r �o n It a SUCTION I I If PIP 1 RE ESSEq JASAT WIT H LOCMIBLE �11) ;; I III �u ! 36' �r LEFT VIEW GAUGE GUARD 36" M a a is drawing may contain I 60" 7" 6" I RECESSED BASKET I E WITH LOCKABI,E LID V Y 2" C C F D v GAUGE GUARD N 3: � 3 rEJ3 00 N B a — M LO 7" I -r- I 100 30' 30" I M N n PLAN VIEW la n 6 NOZZLE SCHEDULE GAUGE ITEM ' SIZE RATING TYPE MATL PROD IN PROD OUT REMARKS NOTES A 2 STD. W.F. C.S. STD. STD. ATMOSPHERIC VENT B 2 STD. W.F. C.S. STD. STD. STREET ELBOW SUCTIO C 4 STD. W.F. C.S. STD. STD. PRIMARY EMERGENCI RECESSED BASKET I E WITH LOCKABI,E LID V Y 2" C C F D v GAUGE GUARD N 3: � 3 rEJ3 00 N B a — M LO 7" I -r- I 100 30' 30" I M N n PLAN VIEW la n 6 GAUGE � GUARD TANK FEATURES AND DIMENSIONS y 3 A. 12 GA. TANKS, 10 GA. TOP & v LEGS (60" L x 36" D X 36" H) �° B: 17X 12" LOCKABLE FILL BOX RECESSED BASKET WITH REMOVABLE DEBRIS v BASKET WITH LOCKABLE LID C. FILL BOX TOP LINED WITH c CLOSED CELL RUBBER FOR o ODOR PREVENTION D. 2" UPDRAFT FITTING a E. 4" EMERGENCY VENT � F. SIGHT GAUGE WITH GAUGE ,c GUARD o L 'v AITH » TAN I- 60 L yr- VESSEL DESCRIPTION: FRONT VIEW 270 GALLON CAPACITY DOUBLE WALL STORAGE TANK UL -142 LISTED CUSTOMER: Customer Name DATE: 05_01_09 DWG.# 05 -01 -09 3/4 " =1' -0" CT -0270 -UL .EGED and CONFIDENTIAL information' and is intended only for the use of the specific individuals} to which it is addressed. } 9 I� i SOMMM ' 11N STATE LICENSE #662756 and 1 Construction Inc. STORDAM f ROBERT WALLACE GENERAL FOREMAN TEL. (925) 229 -4028 4858 SUNRISE DRIVE FAX: (925) 229 -1810 MARTINEZ, CA 94553 CELL. (925) 705 -5496