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INSTALL 2015 APPROVED PLANS
Environmental Health - Public
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PR0538822
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INSTALL 2015 APPROVED PLANS
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Last modified
12/12/2018 10:35:23 AM
Creation date
11/7/2018 8:24:34 PM
Metadata
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Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
INSTALL
FileName_PostFix
2015 APPROVED PLANS
RECORD_ID
PR0538822
PE
2351
FACILITY_ID
FA0022301
FACILITY_NAME
Regional Transportation Center
STREET_NUMBER
2849
Direction
E
STREET_NAME
MYRTLE
STREET_TYPE
St
City
Stockton
Zip
95205
APN
157-020-11
CURRENT_STATUS
01
SITE_LOCATION
2849 E Myrtle St
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
Supplemental fields
FilePath
\MIGRATIONS\M\MYRTLE\2849\PR0538822\INSTALL\2015 INSTALL SR0069410\APPROVED PLANS.PDF
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EHD - Public
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i <br /> NOTE: ALL METALLIC ANCHORING COMPONENTS SHALL BE SPRAYED <br /> WIA PROTECTIVE COATING TO PREVE T CORROSION �02 <br /> D <br /> FUEL <br /> SOLUTIONS <br /> 1 2 <br /> - =3903 F59.03 12340 Santa Monica Blvd. Suite '133 <br /> FINISH ADE <br /> Los Angeles, CA 9002 <br /> .'. . . . , - I ,..> ,. is •. • . ,-. • -r;. .. �;' . .. ':: ., . .;::. <br /> 10j207-8548 <br /> x <br /> 0 <br /> I <br /> h <br /> - - - - - - <br /> pRaFEss <br /> I - - <br /> APPROVED YPE FILTER <br /> FABRIC OR POLYETHYLENE w No. M-32 5i m <br /> OT-2 <br /> FABRIC OR <br /> 06 30 r <br /> (DT-1 BEYOND) `O I/'X /� EXCAVATIO LINER J: j201s <br /> PROVIDE 12' MIN LEVEL PEA GRAVEL BED OVER BOTTOM OF \��\�y/jx STRIKER of cpt.t� <br /> EXCAVATION OR ANCHOR SLAB. SET TANKS ON BED. PLACE Y/\\j/\\j / <br /> FIRST 12' LIFT EVENLY AROUND TANKS, PUSH BACKFILL <br /> PLATE (TYP.) <br /> COMPLETELY BENEATH TANK BOTTOM, BETWEEN RIBS AND //\//\//�/ — — — — — — — — — — — — — — — — — — — — — — • ',' <br /> UNDER END CAPS TO PROVIDE NECESSARY SUPPORT USE '\\/�\'' - <br /> SAME COMPACTION PROCEDURES FOR THE SECOND 12" LIFT. <br /> PROCEED WITH BACKFILL TO TOP OF TANKS WITHOUT FURTHER =11I III III- -IIIII 1=1I I— DEADMAN 18"X8' X18' i <br /> HANDWORK f <br /> h—�J I 1=L�—III—III—� —III—I' AS PER DETAIL "2" <br /> T 11=III=1 1=III=1 1=III—III' DWC.: FS4.03 (TYP. OF 12) <br /> z'-8" <br /> 71'-4" <br /> 3•_0.. 16._6.. <br /> Peterson Hydraulics, Inc. <br /> 1653 W.EI Segundo Blvd.,Los Angeles,CA 90249 <br /> Phone:(310)323-3155 Fax:(310)3233606 <br /> License#631515 www.petersonhyd.com <br /> "Providing Service To The Vehicle Service Industry" <br /> SECTION "1-1" - DIESEL TANK LONGITUDINAL ELEVATION: <br /> SCALE 1/4 1 0 <br /> F59 U 1 <br /> FINISH GRADE <br /> tov _ <br /> PROVIDE 12" MIN LEVEL EA GRAVEL BED OVER BOTTOM OF \ STRIKER \ - <br /> EXCAVATION OR ANCHOR LAB. SET TANKS ON BED. PLACE PLATE (TYP.) r <br /> FIRST 12' LIFT EVEN" AROUND <br /> TANKS. PUSH BACKFILL <br /> COMPLETELY BENEATH ANX BOTTOM; BETWEEN RIBS AND — <br /> UNDER END CAPS TOP VIDE NECESSARY SUPPORT. USE <br /> SAME COMPACTION PROC DURES FOR THE SECOND 12" LIFT T— ri /�D'EAwDMvANw12"�X12wX16'` <br /> PROCEED WITH BACKFILL TO TOP OF TANKS WITHOUT FURTHER =u-(�=1I 1-1I I I I I III— AS PER DETAIL "1" <br /> HANDWORK o w <br /> ;� 04 -I-II —I1I1II—I 1=illi1 II II—!L I M=M-1=I' <br /> I .:FT,I1 (TYPOF 2 <br /> EACH SIDE) <br /> 2 <br /> 16'-0" 2._3.. <br /> 16'-0" 3,_0" <br /> 30'-6•• 3 0" <br /> 7 SECTION "2-2" - GASOLINE TANK LONGITUDINAL ELEVATION: <br /> \ / SCALE 7/4 1 0 <br /> \� KEY PLAN <br /> ! rj-'� r2"\ 1 2 2 1 FIRE DEPARTMENT <br /> F3909 FS903 FS903 FS903 F59W F590q SUBMITTAL <br /> FINISH GRADE <br /> �� • "-"� REVISION BY DATE <br /> 10 tIUTU WN STRAPS x 4 HOLDOWN' <br /> STRAp$WITH) m AS PER ENVIRONMENTAL HEALTH J.W. 042914 <br /> WITH TU BUCKLE FOR oDEPARTMENT CORRECTIONS <br /> 0,000 GALLON IESEL TANX 0 in o TURNBUCXLE FOR 10,000 ) ` <br /> V 2 b I QGALLON GASOLINE TANK / / ® AS PER ENVIRONMENTAL HEALTH R.V.F. 082014 <br /> \telDEPARTMENT CORRECTIONS <br /> HO -OLD Wrhr TRAPS WITH <br /> \/\\ JulBUCXLE PE DETAIL "3" \\\\\\ <br /> HOLD DOIIN STRAPS WITH <br /> D C.: "FS4.03" Q \ / RNBUCKLE PER DETAIL "3rr <br /> ✓\\/\\/\\/\\ V w ( (�1WG.: "FS4.03" <br /> 12" <br /> STRIKEjt PLATE I 12" MIN. <br /> (TYP FOR <br /> xA EACI TANK) � C I •� DEAD AN�12"X12"X16' SAN 70AQUIN RTD <br /> AS( /DWC�EFS4 03DETAIL ,.r. <br /> DEADMAN 18"XB ' 18 \ � i ' � TTYR OF.2.EACH SIDE SAN JOAQUIN RTD REGIONAL <br /> AS PER DETAIL "2" <br /> DWG.: FS4.03 (TYP. of 12) \ n ; _;,. TRANSIT CENTER <br /> W <br /> As PER DETAIL "z' TII'III III-III III III-1111111 a , UNDERGROUND FUEL TANKS <br /> 16'-6" 3'_ G FS4.03 Il 111— III III It <br /> 0 10' 6" 3' O' III_ tl �=111 2'-0" ,_ 8' 0.. <br /> 3'-0" 15'-0' <br /> 29'-0" , •_0.. — ELEVATIONS <br /> PROVIDE 12" MIN. LEVEL PEA GRAVEL BED OVER BOTTOM OF <br /> EXCAVATION OR ANCHOR SLAB. SET TANKS ON BED. PLACE 13'-6" <br /> FIRST 12" LIFT EVENLY AROUND TANKS. PUSH BACKFILL 13'-3" <br /> COMPLETELY BENEATH TANK BOTTOM, BETWEEN RIBS AND <br /> a UNDER END CAPS TO PROVIDE NECESSARY SUPPORT. USE <br /> SAME COMPACTION PROCEDURES FOR THE SECOND 12' LIFT. 63023.00 <br /> PROCEED WITH BACKFILL TO TOP OF TANKS WITHOUT FURTHER <br /> a HANDWORK <br /> m ,� SECTION "3-3" - GASOLINE AND DIESEL TANKS SIDE ELEVATION: <br /> AS NOTED <br /> n SCALE 1/4 1 0 17 APRIL, 2014 <br /> M <br /> N <br /> O <br /> NORTH FS4 . 02 <br />
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