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<br />I
<br />CONSTRlk'Tl4N STAKING eMlltlrP LY4I1/60'
<br />�/QTE • % THESE IMPROVEMENT PLANS HAVE BEEN PREPARED WITH THE INTENT THAT THE FIRM OF
<br />MID -VALLEY ENGINEERING, INC. WILL BE PERFORMING THE CONSTRUCTION STAKING FOR THE
<br />wzz ��f1Vf/ //f/ Tj�j�0�� /j�'�/T QF /may COMPLETE PROJECT. IF, HOWEVER, ANOTHER ENGINEERING ANO/OR SURVEYING FIRM SHOULD
<br />BE EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF CONSTRUCTION STAKING, NOTICE IS
<br />IBET�l'EE/Y S./y!f/ S.d,
<br />4 HEREBY GIVEN THAT THE FIRM OF. MID -VALLEY. ENGINEERING, INC. WILL NOT ASSUME ANY
<br />RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY. WHICH MIGHT OCCUR AND WHICH COULD
<br />BE //y G'OiYfO.f�iYl.4/YCE !li // �ff��1/T F�O/1� HAVE BEEN AVOIDED, CORRECTED OR MITIGATED IF MID -VALLEY ENGINEERING, INC. - HAD
<br />3I22/24' ✓'TEFL/.�E PERFORMED 'THE STAKING WORK.
<br />5ro.?rt� l7it?•41.V
<br />Vy $!,lJYld/- 1 P.9E5'S'l/.Q.E
<br />0. D.+20 Mm.
<br />RIGID CONDUIT FLEXIBLE CONDUIT
<br />NOTES:
<br />I. Relative compaction of materials shall be tested by the State of California,
<br />Dept. of Transportation Testing Manual, test 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 wig be permitted within the street Right of Way with 3 year bond.
<br />4. ''k When shown by soil composition and compactibility, ninety percent ( 90 %)
<br />compaction may be used, when approved by the Director of Public Works.
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<br />MODESTO CALIFORNIA 95353 (209) 526-4214
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<br />498
<br />800kf111 with
<br />materials equal to or
<br />better than
<br />the
<br />existing pavement
<br />In
<br />quality • and
<br />thickness. .
<br />Existing Pavement
<br />.:.. e: • :.._
<br />Compact In 12"max layers
<br />in
<br />"
<br />�•--
<br />to a min. rotative compaction
<br />o
<br />I
<br />(TMIn.
<br />of 95%'tinder pavement and
<br />in
<br />shoulders, and 90%
<br />outside shoulders.
<br />— = —
<br />oIc
<br />—
<br />_—
<br />Compact in 24"max.layers
<br />to a minimum
<br />"
<br />a
<br />a
<br />—
<br />relative compaction
<br />p•
<br />c
<br />d
<br />of 85 %.
<br />0
<br />Compact in 6 layers
<br />10"
<br />0. D.
<br />10.1
<br />to a minimum 10e
<br />0. D. 10"
<br />Min
<br />Min
<br />relative compaction Min
<br />in
<br />M7
<br />D + 20" Min
<br />of 90 %.
<br />"
<br />0. D.+20 Mm.
<br />RIGID CONDUIT FLEXIBLE CONDUIT
<br />NOTES:
<br />I. Relative compaction of materials shall be tested by the State of California,
<br />Dept. of Transportation Testing Manual, test 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 wig be permitted within the street Right of Way with 3 year bond.
<br />4. ''k When shown by soil composition and compactibility, ninety percent ( 90 %)
<br />compaction may be used, when approved by the Director of Public Works.
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<br />MODESTO CALIFORNIA 95353 (209) 526-4214
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