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SPECIFICATIONS
<br />1. For Structural Wall Specification refer to Sheet 1..
<br />2. On a Monday approved by the Woodbridge Golf and Country Club, the Grading
<br />Contractor shall remove the existing chain link fence in the area to be
<br />filled (Sta 3+30+), place compacted fill at 90% R.C., grade to the
<br />satisfaction of the Woodbridge Golf and Country Club and replace the
<br />chain link fence on temporary posts, 3 fleet East of the property line.
<br />All the above to be done in one day.
<br />3. Move existing 6 foot chain link fence with barbed wire to temporary posts
<br />3 feet East of the property line, by Owner.
<br />4. Rough grading (in(ludinq key) for retaining wall by Grading Contractor.
<br />Finish grading, including backfill against face of retaining wall, (if
<br />necessary) by Wall Contractor. Backfill behind retaining wall by Grading
<br />Contractor.
<br />5. Adjustments may be necessary because of local field conditions. Fence
<br />Contr-actor's bid shall be per square feet of B•• concrete block wall which
<br />shall include all work including footings. _t:_._ - known `.-
<br />”' 4:22" EBReFFtL hiseloContractor's bid shall
<br />include a price per L.F. of 12" concrete block wall which may be
<br />necessary.
<br />A. Inspection will be by the Sari Joaquin County Department. of Public Works.
<br />CONSTRUCTION STAKING LIABILITY_ WAIVER
<br />These improvement plans have been prepared with the
<br />intent that the firm of Baumbach & Piazza, Inc. will be
<br />performing the construction staking for the complete
<br />project. If, however, another engineering and/or
<br />surveying firm should be employed to use these plans for
<br />the purpose of construction staking, notice is hereby
<br />given that the firm of Baumbach & Piazza, Inc. will not
<br />assume any responsibility for errors or omissions, if
<br />any, which might occur and which could have been avoided,
<br />corrected or mitigated if Baumbach & Piazza, Inc. had
<br />performed the staking work.
<br />0
<br />P
<br />2+00
<br />V
<br />Top of Co/7�rete 1,00t1179
<br />lCatch Point
<br />� [— Fi// Line at Prop erty L me
<br />3+00
<br />4100
<br />Top of C e vee 45.61N
<br />roo of ft t// 4 0.2 m
<br />i
<br />I �
<br />{ i j
<br />1A
<br />( / — _.'36.67
<br />I
<br />1
<br />7-777r °4 �'
<br />Ifs-
<br />b39.0
<br />Wo
<br />/VOTE �• m°
<br />C Aly Remove 01 deocY p �?
<br />m ,1 Trees
<br />CD/17P9CT �' 90 / RC
<br />BY DESIGN DRAWN BY
<br />TP r:....
<br />NINP IZD BY.,
<br />R.C.E. i -I d, ti DATE -45-20 - AB
<br />Je4a i 1 B¢ 10W
<br />33.7 36,7
<br />33,7
<br />O
<br />h
<br />.Sco/e /'= 2o,' Noriz.
<br />BAUMBACH & PIAZZA
<br />CIVIL ENGINEERS
<br />SURVEYORS
<br />323 W. ELM ST. LO01, CALIF.
<br />93240 PH: 209-388-6818
<br />6+00
<br />-Sr-ale.' !"= 2' Vert,
<br />£ F6 4/.2
<br />NEW L EVES
<br />38.5 37.0
<br />37.2
<br />_For Reta/rimq GY
<br />gee fi,,eet 5-/
<br />7+00 8*00
<br />E/e V. 45.2 Q 116,
<br />/°-4') fi„, I I' V/" , -t
<br />36.3
<br />36.2 aF 1 376 - 3T.6
<br />3S. B
<br />"DEL RIO" Subdivision
<br />Gr oda at li
<br />Grode approx, 5'to /01 Ea,St of /2
<br />900
<br />hI,
<br />j CUT - Off WACL
<br />(TlIPfk r0 mral If YET)
<br />Repair exiot Chain Lrrk Fer,-e
<br />33.'r North
<br />Or 010.
<br />of 9f 00
<br />(,6y owner;
<br />!=nd
<br />WO// Li+13.3I-NJ
<br />_- -
<br />Scor¢
<br />M
<br />42
<br />O
<br />36
<br />34
<br />Flood Protection Levee
<br />( East Property Line)
<br />SHEET 2 OF 2
<br />JOB NO./ 8n7752
<br />FILE
<br />NO. AIV C-2
<br />i
<br />G-��o
<br />i
<br />4
<br />I'
<br />N0.
<br />DATE
<br />REVISIONS
<br />/--9?
<br />zeveo 0"? 1
<br />In 89
<br />14,r al 17 # /
<br />3//s/�*io
<br />f�3 /��, /` L
<br />2+00
<br />V
<br />Top of Co/7�rete 1,00t1179
<br />lCatch Point
<br />� [— Fi// Line at Prop erty L me
<br />3+00
<br />4100
<br />Top of C e vee 45.61N
<br />roo of ft t// 4 0.2 m
<br />i
<br />I �
<br />{ i j
<br />1A
<br />( / — _.'36.67
<br />I
<br />1
<br />7-777r °4 �'
<br />Ifs-
<br />b39.0
<br />Wo
<br />/VOTE �• m°
<br />C Aly Remove 01 deocY p �?
<br />m ,1 Trees
<br />CD/17P9CT �' 90 / RC
<br />BY DESIGN DRAWN BY
<br />TP r:....
<br />NINP IZD BY.,
<br />R.C.E. i -I d, ti DATE -45-20 - AB
<br />Je4a i 1 B¢ 10W
<br />33.7 36,7
<br />33,7
<br />O
<br />h
<br />.Sco/e /'= 2o,' Noriz.
<br />BAUMBACH & PIAZZA
<br />CIVIL ENGINEERS
<br />SURVEYORS
<br />323 W. ELM ST. LO01, CALIF.
<br />93240 PH: 209-388-6818
<br />6+00
<br />-Sr-ale.' !"= 2' Vert,
<br />£ F6 4/.2
<br />NEW L EVES
<br />38.5 37.0
<br />37.2
<br />_For Reta/rimq GY
<br />gee fi,,eet 5-/
<br />7+00 8*00
<br />E/e V. 45.2 Q 116,
<br />/°-4') fi„, I I' V/" , -t
<br />36.3
<br />36.2 aF 1 376 - 3T.6
<br />3S. B
<br />"DEL RIO" Subdivision
<br />Gr oda at li
<br />Grode approx, 5'to /01 Ea,St of /2
<br />900
<br />hI,
<br />j CUT - Off WACL
<br />(TlIPfk r0 mral If YET)
<br />Repair exiot Chain Lrrk Fer,-e
<br />33.'r North
<br />Or 010.
<br />of 9f 00
<br />(,6y owner;
<br />!=nd
<br />WO// Li+13.3I-NJ
<br />_- -
<br />Scor¢
<br />M
<br />42
<br />O
<br />36
<br />34
<br />Flood Protection Levee
<br />( East Property Line)
<br />SHEET 2 OF 2
<br />JOB NO./ 8n7752
<br />FILE
<br />NO. AIV C-2
<br />i
<br />G-��o
<br />
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