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FIELD DOCUMENTS_CASE 2
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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99 (STATE ROUTE 99)
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25355
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2900 - Site Mitigation Program
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PR0508370
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FIELD DOCUMENTS_CASE 2
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Last modified
11/19/2024 1:51:29 PM
Creation date
4/1/2020 1:45:14 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
FileName_PostFix
CASE 2
RECORD_ID
PR0508370
PE
2950
FACILITY_ID
FA0008045
FACILITY_NAME
PACIFIC AUTO CENTER
STREET_NUMBER
25355
Direction
N
STREET_NAME
STATE ROUTE 99
City
ACAMPO
Zip
95220
CURRENT_STATUS
01
SITE_LOCATION
25355 N HWY 99
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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09/21/2007 09:07 FAX 17077890414 ERI Petaluma igjvv�ruic <br /> %001 SRO, <br /> 6ackfili with materials equal to or <br /> better than the existing pavement <br /> and base in quality. New pavement <br /> shall be 1" thicker than existing <br /> povement, minimum of 0.25 feet,. <br /> tVew base shall be 1 thicker than <br /> existing base, minimum of 0.5 feet. <br /> Existing <br /> Pavement <br /> 6", Min. 76'0 6" Min. <br /> (typ-) s (Fyp-) <br /> TM <br /> Compact in 12" max. „ <br /> 3 ' 0 layers to a min. relative 3 —0 <br /> compaction of 959:6 <br /> under pavement and __ _______ <br /> 9090 outside pavement. \ ____ f Variable <br /> 'Variable ==-- — --_ compact in 24" max. <br /> — — i layers to a min. relative <br /> JL00' — compaction of 857- 0 OD+12 <br /> O.D? /2 Compact -in 6"' la era <br /> to o rn nimum reel tive <br /> 1 compaction of 90 r <br /> 10" Min. M.D.!r-10" Min. 10" Min, O.D. 10" Min. <br /> + 20" Min, + 20" Min. <br /> RIGID CONDUIT FLEXIBLE CONDUIT <br /> NOTES: <br /> 1. Relative compaction of materials shall be tested in .accordance with <br /> the State of California, Dept. -of Trcnsportation Testing Manuals, test <br /> method No: California 216 or 231. <br /> 2. All existing pavement shall be neatly cut to line prior to trench excavation. <br /> 3. Jetting or ponding will be permitted within the street Right of Way with <br /> a 3 year bond, <br /> 4. When shown by soil composition and compactability, ninety percent (90%) <br /> compaction may be used, when approved by the Director of Public Works, <br /> 5- Special bedding requirements may be shown on the plans or specified in <br /> special provisions. <br /> 6. Shoulders shall be as shown on the plans or specified in the special <br /> provisions but in no case shall the shoulder be fess than three feet wide <br /> as measured from the edge of pavement. <br /> No. Rodead 6r Approved by <br /> 7 Feb. 1996 PD TYPICAL TRENCH BACKFILL • ' " <br /> Dimtot 61 PubC. Wahl <br /> E by- COUNTY OF SAN JOAQUIN Date JUNE 1997 <br /> sea. NONC omwffig NO, R-29 <br />
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