|
C_
<br />A
<br />I t I.
<br />LB / SECTION A -A g
<br />CPLAN VIEW
<br />NOTES' 1 V'sNrn6 Irp 61.41 .., .. ARCHITECTS &ENGINEERS
<br />Rem, a G1ele 6,01 as ?410610 3e. Me411
<br />SAN ° z .1.41 c4,NI q. bll.n. I a 66«. PLAN VIEW 401 WAIT AVENUE, SACRAMENTO, CA 95864
<br />i -O' °•� •111, le'e-} Mei•IIN41/ t►.h.
<br />PLAN
<br />onsis 116". 1611« (916) 486-1303
<br />-- - V# eon { . �; r..a.
<br />24' ie.
<br />•� r I I r� " Irl• f- « u'ac..am
<br />•
<br />u«w ' ARCHITECT AJ~
<br />-TI.— CAUF CERL NO. C- .
<br />PROJECT NO. DATE il�ln• I��to
<br />1 SECTION A -A - 1 ° ;�^. • _ ' + DRAWN BY -Ai 4, - CHECKED BY
<br />Class '' C.41 V
<br />V V ..f �SEC.7TIO�N•tA:-::•A:.
<br />L.�% /b't>;tlmPxk i:.r.-gS-„EC<�T.:'�I.ON a-Bta-�Brt
<br />SECTION A -A SECTION B -B
<br />V
<br />KJELDSEN—SINNOCK
<br />V
<br />NOTE, Gre1. .1611 e. 16.4.w.a le Ilam. & ASSOCIATES INC.
<br />.ae 1e�
<br />'.' n.brlu41e chain.� y
<br />N SECTION B -B N 1
<br />C I V I L
<br />STANDARD STORM DRAIN INLET 1 18"FRAME & GRATE STD STORM DRAIN INLET(2) FRAME & GRATE 18• STORM DRAIN INLET 3 18" STORM DRAIN INLET 4 E N G1 N E ER S
<br />1113 W. FREMONT STREET
<br />STOCKTON. CALIFORNIA
<br />�j01 2 b' -�?i Syandard /� +]l+ rrf PVe piFr ( 209 ) 946 — 0268
<br />0.5Ynarp e-ve-ty 424 OG KM)SEN-SINHOCK a Assoc. Or,
<br />(/ s G /fi G 41 V1 F �B lYJ►Y� �kL ' &r — NO.T REVISIONS/AUTHORIZATIONS ONE BY
<br />Gub
<br />T i I sir njci I nr1�' ?•1 _' �¢' f °sgh 9
<br />a
<br />� •,. —`. - -4�4 Pt fir(tr/nw9mundywrf�)
<br />-� I betirc�/led of lrTTdrru� Fdq�, ex�w�/rA�
<br />., *�{'• 126
<br />fall lenlfb afP�
<br />yi+h Nays Q� 1y.k, L-
<br />..
<br />claw* 'I aloptrrr� IN � ryR.
<br />SECTION A +
<br />o♦
<br />LA, NbSGAroINEr GLIrb4ufftr•
<br />Ufa/ of casing
<br />a/hr/r' �rdifrr�as rnarrf, • �! ruh, r sea/, "/°✓A�o.”
<br />1P�/rr� brilJ�en < 6uirryrr sleeve %ty� 660 ccl5✓0
<br />prpe and Ahs ??51r7shall str11 a
<br />Ppro✓e�i
<br />/ be {lllttldS drr -rA by /hr 6njr/Jrt�' `�IUsi/ y6;k „pW y r;ma,,
<br />"T
<br />1. Casing Joints shall be welded in accordance with
<br />AWWA Standard C-206 except that Hydrostatic
<br />Testing will not be required.
<br />2. Ends of Bore Hole shall be sealed to prevent
<br />entrance of fill material, as required. Mt „- 4� ' 1'` !7,i j,,!"•'J
<br />,` ♦ flIITI�//If...: 'd i[ _ `1 .s r,, t' ;I 1 T:
<br />9. A Joint shall be installed at end of Casing Pipe.
<br />See above.
<br />PIPE CASING DETAILS 6
<br />SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS
<br />® A SAN JOAQUIN COUNTY ENVIRONMENTAL HEALTH DIVISON
<br />SAN JOAQUIN
<br />COUNTY FIRE WARDEN
<br />t riu�7 .
<br />CITY ENGINEER - CITY OF STOCKTON
<br />LOCAL FIRE DISTRICT
<br />1-olrlei r+reBoll l II -roll ` nuCW
<br />Uro =Uj'�r^
<br />RvUq h l�vvm
<br />#iLP 17.6. 115.� ..
<br />lo•G/ •o WWF
<br />oo p 0 4- e I r2' 31'�
<br />Gh� 14'11 DETAILS
<br />Ae-nnea4 ,v"r' �
<br />SHEET
<br />SECTION B 5
<br />ENTRANCE DRIVEWAY 5 SHEET NO. OF
<br />!! _
<br />�W.
<br />all
<br />NOTES•
<br />IMI
<br />(•e«,.r, .r,,. 1 ire 1
<br />1M
<br />—
<br />1. i
<br />11
<br />tw
<br />I t I.
<br />LB / SECTION A -A g
<br />CPLAN VIEW
<br />NOTES' 1 V'sNrn6 Irp 61.41 .., .. ARCHITECTS &ENGINEERS
<br />Rem, a G1ele 6,01 as ?410610 3e. Me411
<br />SAN ° z .1.41 c4,NI q. bll.n. I a 66«. PLAN VIEW 401 WAIT AVENUE, SACRAMENTO, CA 95864
<br />i -O' °•� •111, le'e-} Mei•IIN41/ t►.h.
<br />PLAN
<br />onsis 116". 1611« (916) 486-1303
<br />-- - V# eon { . �; r..a.
<br />24' ie.
<br />•� r I I r� " Irl• f- « u'ac..am
<br />•
<br />u«w ' ARCHITECT AJ~
<br />-TI.— CAUF CERL NO. C- .
<br />PROJECT NO. DATE il�ln• I��to
<br />1 SECTION A -A - 1 ° ;�^. • _ ' + DRAWN BY -Ai 4, - CHECKED BY
<br />Class '' C.41 V
<br />V V ..f �SEC.7TIO�N•tA:-::•A:.
<br />L.�% /b't>;tlmPxk i:.r.-gS-„EC<�T.:'�I.ON a-Bta-�Brt
<br />SECTION A -A SECTION B -B
<br />V
<br />KJELDSEN—SINNOCK
<br />V
<br />NOTE, Gre1. .1611 e. 16.4.w.a le Ilam. & ASSOCIATES INC.
<br />.ae 1e�
<br />'.' n.brlu41e chain.� y
<br />N SECTION B -B N 1
<br />C I V I L
<br />STANDARD STORM DRAIN INLET 1 18"FRAME & GRATE STD STORM DRAIN INLET(2) FRAME & GRATE 18• STORM DRAIN INLET 3 18" STORM DRAIN INLET 4 E N G1 N E ER S
<br />1113 W. FREMONT STREET
<br />STOCKTON. CALIFORNIA
<br />�j01 2 b' -�?i Syandard /� +]l+ rrf PVe piFr ( 209 ) 946 — 0268
<br />0.5Ynarp e-ve-ty 424 OG KM)SEN-SINHOCK a Assoc. Or,
<br />(/ s G /fi G 41 V1 F �B lYJ►Y� �kL ' &r — NO.T REVISIONS/AUTHORIZATIONS ONE BY
<br />Gub
<br />T i I sir njci I nr1�' ?•1 _' �¢' f °sgh 9
<br />a
<br />� •,. —`. - -4�4 Pt fir(tr/nw9mundywrf�)
<br />-� I betirc�/led of lrTTdrru� Fdq�, ex�w�/rA�
<br />., *�{'• 126
<br />fall lenlfb afP�
<br />yi+h Nays Q� 1y.k, L-
<br />..
<br />claw* 'I aloptrrr� IN � ryR.
<br />SECTION A +
<br />o♦
<br />LA, NbSGAroINEr GLIrb4ufftr•
<br />Ufa/ of casing
<br />a/hr/r' �rdifrr�as rnarrf, • �! ruh, r sea/, "/°✓A�o.”
<br />1P�/rr� brilJ�en < 6uirryrr sleeve %ty� 660 ccl5✓0
<br />prpe and Ahs ??51r7shall str11 a
<br />Ppro✓e�i
<br />/ be {lllttldS drr -rA by /hr 6njr/Jrt�' `�IUsi/ y6;k „pW y r;ma,,
<br />"T
<br />1. Casing Joints shall be welded in accordance with
<br />AWWA Standard C-206 except that Hydrostatic
<br />Testing will not be required.
<br />2. Ends of Bore Hole shall be sealed to prevent
<br />entrance of fill material, as required. Mt „- 4� ' 1'` !7,i j,,!"•'J
<br />,` ♦ flIITI�//If...: 'd i[ _ `1 .s r,, t' ;I 1 T:
<br />9. A Joint shall be installed at end of Casing Pipe.
<br />See above.
<br />PIPE CASING DETAILS 6
<br />SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS
<br />® A SAN JOAQUIN COUNTY ENVIRONMENTAL HEALTH DIVISON
<br />SAN JOAQUIN
<br />COUNTY FIRE WARDEN
<br />t riu�7 .
<br />CITY ENGINEER - CITY OF STOCKTON
<br />LOCAL FIRE DISTRICT
<br />1-olrlei r+reBoll l II -roll ` nuCW
<br />Uro =Uj'�r^
<br />RvUq h l�vvm
<br />#iLP 17.6. 115.� ..
<br />lo•G/ •o WWF
<br />oo p 0 4- e I r2' 31'�
<br />Gh� 14'11 DETAILS
<br />Ae-nnea4 ,v"r' �
<br />SHEET
<br />SECTION B 5
<br />ENTRANCE DRIVEWAY 5 SHEET NO. OF
<br />!! _
<br />NOTES•
<br />(•e«,.r, .r,,. 1 ire 1
<br />to,
<br />—
<br />1. i
<br />11
<br />tw
<br />Ie 'o..m.et Sl«.A«e N. Cw T. See De -told 9
<br />NOTES: �.
<br />..,.,..,.,
<br />zl Tre 1..1 w,Inil„ele Mw rll/s./
<br />'
<br />O slew,e a a.ue shoe /eN«.
<br />'-
<br />A A
<br />6. 1elM Mu lbw
<br />B
<br />A 1. be....eweel S10w/e1e Ne. C•a - $CE. '}Tall Q
<br />_ >_______ ___
<br />•� _ _-- 1
<br />l
<br />2. ah IM oppm
<br />eplreM N W Ew6M«.
<br />.
<br />it Two feel ....1.1.1 Mie. rh,sbe 6roa.
<br />1• ,• •
<br />l '_
<br />A A
<br />e,
<br />h M. /e..le.wl.wl. 1e u1.Uq .11..N,
<br />_e. M h.. 'Ibw �m
<br />A
<br />...,
<br />1— •
<br />•!i A 1
<br />88 ; !'`� �'
<br />__L
<br />- - -- - ---,-
<br />------ 1
<br />-- ;
<br />LIONA KIS-BEAUMONT
<br />.4' W N Ib Ewa.
<br />Ni•' «e..«HI .M M CI«. IE Rt..
<br />th..
<br />, Is
<br />0000 a
<br />Q I p
<br />------ � p
<br />« a .�.
<br />n /
<br />DESIGN GROUP
<br />I t I.
<br />LB / SECTION A -A g
<br />CPLAN VIEW
<br />NOTES' 1 V'sNrn6 Irp 61.41 .., .. ARCHITECTS &ENGINEERS
<br />Rem, a G1ele 6,01 as ?410610 3e. Me411
<br />SAN ° z .1.41 c4,NI q. bll.n. I a 66«. PLAN VIEW 401 WAIT AVENUE, SACRAMENTO, CA 95864
<br />i -O' °•� •111, le'e-} Mei•IIN41/ t►.h.
<br />PLAN
<br />onsis 116". 1611« (916) 486-1303
<br />-- - V# eon { . �; r..a.
<br />24' ie.
<br />•� r I I r� " Irl• f- « u'ac..am
<br />•
<br />u«w ' ARCHITECT AJ~
<br />-TI.— CAUF CERL NO. C- .
<br />PROJECT NO. DATE il�ln• I��to
<br />1 SECTION A -A - 1 ° ;�^. • _ ' + DRAWN BY -Ai 4, - CHECKED BY
<br />Class '' C.41 V
<br />V V ..f �SEC.7TIO�N•tA:-::•A:.
<br />L.�% /b't>;tlmPxk i:.r.-gS-„EC<�T.:'�I.ON a-Bta-�Brt
<br />SECTION A -A SECTION B -B
<br />V
<br />KJELDSEN—SINNOCK
<br />V
<br />NOTE, Gre1. .1611 e. 16.4.w.a le Ilam. & ASSOCIATES INC.
<br />.ae 1e�
<br />'.' n.brlu41e chain.� y
<br />N SECTION B -B N 1
<br />C I V I L
<br />STANDARD STORM DRAIN INLET 1 18"FRAME & GRATE STD STORM DRAIN INLET(2) FRAME & GRATE 18• STORM DRAIN INLET 3 18" STORM DRAIN INLET 4 E N G1 N E ER S
<br />1113 W. FREMONT STREET
<br />STOCKTON. CALIFORNIA
<br />�j01 2 b' -�?i Syandard /� +]l+ rrf PVe piFr ( 209 ) 946 — 0268
<br />0.5Ynarp e-ve-ty 424 OG KM)SEN-SINHOCK a Assoc. Or,
<br />(/ s G /fi G 41 V1 F �B lYJ►Y� �kL ' &r — NO.T REVISIONS/AUTHORIZATIONS ONE BY
<br />Gub
<br />T i I sir njci I nr1�' ?•1 _' �¢' f °sgh 9
<br />a
<br />� •,. —`. - -4�4 Pt fir(tr/nw9mundywrf�)
<br />-� I betirc�/led of lrTTdrru� Fdq�, ex�w�/rA�
<br />., *�{'• 126
<br />fall lenlfb afP�
<br />yi+h Nays Q� 1y.k, L-
<br />..
<br />claw* 'I aloptrrr� IN � ryR.
<br />SECTION A +
<br />o♦
<br />LA, NbSGAroINEr GLIrb4ufftr•
<br />Ufa/ of casing
<br />a/hr/r' �rdifrr�as rnarrf, • �! ruh, r sea/, "/°✓A�o.”
<br />1P�/rr� brilJ�en < 6uirryrr sleeve %ty� 660 ccl5✓0
<br />prpe and Ahs ??51r7shall str11 a
<br />Ppro✓e�i
<br />/ be {lllttldS drr -rA by /hr 6njr/Jrt�' `�IUsi/ y6;k „pW y r;ma,,
<br />"T
<br />1. Casing Joints shall be welded in accordance with
<br />AWWA Standard C-206 except that Hydrostatic
<br />Testing will not be required.
<br />2. Ends of Bore Hole shall be sealed to prevent
<br />entrance of fill material, as required. Mt „- 4� ' 1'` !7,i j,,!"•'J
<br />,` ♦ flIITI�//If...: 'd i[ _ `1 .s r,, t' ;I 1 T:
<br />9. A Joint shall be installed at end of Casing Pipe.
<br />See above.
<br />PIPE CASING DETAILS 6
<br />SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS
<br />® A SAN JOAQUIN COUNTY ENVIRONMENTAL HEALTH DIVISON
<br />SAN JOAQUIN
<br />COUNTY FIRE WARDEN
<br />t riu�7 .
<br />CITY ENGINEER - CITY OF STOCKTON
<br />LOCAL FIRE DISTRICT
<br />1-olrlei r+reBoll l II -roll ` nuCW
<br />Uro =Uj'�r^
<br />RvUq h l�vvm
<br />#iLP 17.6. 115.� ..
<br />lo•G/ •o WWF
<br />oo p 0 4- e I r2' 31'�
<br />Gh� 14'11 DETAILS
<br />Ae-nnea4 ,v"r' �
<br />SHEET
<br />SECTION B 5
<br />ENTRANCE DRIVEWAY 5 SHEET NO. OF
<br />
|