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San Joaquin General Hospital Replacement Project Phase 1A
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7/28/2025 3:38:50 PM
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San Joaquin General Hospital Replacement Project Phase 1A
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Utilities
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Checked Tech. <br />Coord. Arch. <br />r� <br />18 18 RUTHERFORD & CHEKENE <br />16 <br />14 <br />12 <br />10 <br />8 <br />6 <br />4 <br />2 <br />0 <br />-2 <br />16 <br />,,�ISTING GROUND <br />N <br />12 <br />303 Second St. Suite 800 N. <br />------------ <br />- L----- <br />San Francisco, CA 94107 <br />�� <br />0 <br />�-PROPOSED CENTER <br />LINE -=s=0.0041 <br />-- <br />- - ------ <br />0 0 <br />14 <br />Structural Engineer <br />-2 <br />o <br />Cf)— <br />------------- <br />------- -____-- <br />�� - <br />0 ? <br />12 <br />= <br />L <br />= z <br />SOUTH LOOP R0i D <br />631 Howard Street, Suite 500 <br />PROPOSED CENTER <br />San Francisco, CA 94105 <br />0 <br />Z o <br />10 <br />r --SEE SOUTH LOOP ROAD <br />--7 <br />( <br />w- <br />V) <br />-- 1 <br />--LSL.Ess -- <br />-- - ----- — --- - - -- - ---- <br />Mechanical Engineer <br />4" NG <br />8 <br />-------u <br />F -L=8.65 <br />------ <br />TUBW F -L=8 65 <br />__-- <br />THE ENGINEERING ENTERPRISE <br />-_---------__.. <br />6 <br />1305 Marina Village Parkway <br />10 LF 54" SD <br />- -------- <br />Alameda, CA 94501 ' <br />4 <br />M to <br />m= <br />_ <br />Electrical Engineer <br />--- ---- --- <br />2 <br />------- EXIT 1Cl SS <br />-------"------- <br />KJELDSEN-SINNOCK & ASSOCIATES, INC. <br />---- <br />-s <br />FUTURE ZONE 2 LOT <br />0 <br />_ <br />FUTURE ZONE 2 <br />Ti <br />-2 <br />-EXIST. 112* , <br />---,1- <br />-----__ <br />CIL <br />W <br />I <br />-_ <br />0 <br />_. --- - - - <br />__ --- <br />EXISTING 10" <br />—12"0 W <br />18"0 E FL=6.77 <br />z <br />18"0 W FL=7.97 <br />i <br />FORCE MAINS <br />y <br />VERIFY DEPTH - - <br />n_ <br />I <br />18"0 W FL=6. <br />0 <br />180 E <br />0 <br />- - ---- --- --- <br />-- - - - - i <br />--- 15"0_S <br />- --- <br />- ---- - -- - ----- -- - <br />= 205 LF 42" SD <br />S=0.0003 <br />240 LF <br />2" SD S-0.0003 <br />160 LF <br />48" SD S=0.0002 <br />270 LF 54" SD <br />S=-0.0005 <br />2 <br />t --N <br />I <br />----- <br />- - <br />-- - - <br />36:0 S FL=3.92-J— <br />- 4.2 0 N FL=3.47 <br />42"0 S FL=3.41 <br />--- <br />�--._4.r4--S <br />0 <br />------- - - <br />- <br />FL --3.34 <br />48"0 N FL -=2.B4. <br />= <br />- 48"0 S FL 281 <br />z r 0 <br />0 <br />54"0 NFL=2.26 <br />_j� _j <br />54"0 S FL -2.12-J <br />i <br />- 0+00 1+00 2+00 3+00 4+00 - 5+00 6+00 7+00 8+00 <br />Civil Engineer <br />PROFILE NORM DRAIN Approvals <br />co <br />18 1 18 <br />16 <br />14 <br />12 <br />10 <br />8 <br />6 <br />4 <br />2 <br />0 <br />-2 <br />16 <br />,,�ISTING GROUND <br />N <br />12 <br />303 Second St. Suite 800 N. <br />------------ <br />- L----- <br />San Francisco, CA 94107 <br />�� <br />16 <br />�-PROPOSED CENTER <br />LINE -=s=0.0041 <br />-- <br />- - ------ <br />0 0 <br />14 <br />Structural Engineer <br />-2 <br />I <br />Cf)— <br />------------- <br />------- -____-- <br />�� - <br />0 ? <br />12 <br />GUTTMANN & MacRITCHIF <br />= z <br />631 Howard Street, Suite 500 <br />PROPOSED CENTER <br />San Francisco, CA 94105 <br />0 <br />Z o <br />10 <br />r --SEE SOUTH LOOP ROAD <br />- -- ----------------- <br />( <br />w- <br />V) <br />-- 1 <br />--LSL.Ess -- <br />-- - ----- — --- - - -- - ---- <br />Mechanical Engineer <br />4" NG <br />8 <br />-------u <br />F -L=8.65 <br />------ <br />TUBW F -L=8 65 <br />__-- <br />THE ENGINEERING ENTERPRISE <br />-_---------__.. <br />6 <br />1305 Marina Village Parkway <br />10 LF 54" SD <br />- -------- <br />Alameda, CA 94501 ' <br />4 <br />• <br />S=0.0005 <br />_ <br />Electrical Engineer <br />--- ---- --- <br />2 <br />------- EXIT 1Cl SS <br />-------"------- <br />KJELDSEN-SINNOCK & ASSOCIATES, INC. <br />0 <br />1113 West Fremont Street <br />0 <br />Stockton, CA 95203 <br />0 <br />-2 <br />- - - -- -- - - -- '-- --- - <br />- 0+00 1+00 2+00 3+00 4+00 - 5+00 6+00 7+00 8+00 <br />Civil Engineer <br />PROFILE NORM DRAIN Approvals <br />co <br />18 1 18 <br />16 <br />14 <br />12 <br />10 <br />8 <br />6 <br />4 <br />2 <br />0 <br />-2 <br />16 <br />14 <br />12 <br />10 <br />Revisions <br />8 No. Date <br />6 <br />90% REVIEW 23 -MAR -92 <br />4 <br />2 <br />0 <br />-2 <br />_1+00 0+00 1+00 2+00 3+00 4+00 <br />PROFILE CENTRAL PLANT ROAD <br />18 "' 18 18 18 <br />16 <br />14 <br />12 <br />10 <br />8 <br />6 <br />4 <br />2 <br />0 <br />-2 <br />I <br />_ <br />16 <br />,,�ISTING GROUND <br />N <br />12 <br />_ <br />------------ <br />- L----- <br />--------- <br />�� <br />6 <br />�-PROPOSED CENTER <br />LINE -=s=0.0041 <br />-- <br />-- <br />(n <br />_S=0.0061 — —- <br />- <br />-2 <br />I <br />Cf)— <br />------------- <br />------- -____-- <br />�� - <br />- --- CONNECT TO EXIST. <br />Prn um^+ tUn <br />I <br />I r)rrmw1rI^ Mn <br />GAS SERVICE AT <br />PROPOSED CENTER <br />LINE <br />-- - <br />EXIST. CENTRAL PLANT <br />r --SEE SOUTH LOOP ROAD <br />- -- ----------------- <br />( <br />----- _ II <br />-- 1 <br />--LSL.Ess -- <br />FOR CONTINUATION <br />4" NG <br />------------ <br />-------u <br />----- <br />------ <br />ii <br />- -- - -- - - <br />-j _' - <br />SS_ <br />- -------- <br />UNK. <br />------- EXIT 1Cl SS <br />-------"------- <br />0 <br />0 <br />CIL <br />0 <br />0 <br />z <br />I <br />o <br />16 <br />14 <br />12 <br />10 <br />Revisions <br />8 No. Date <br />6 <br />90% REVIEW 23 -MAR -92 <br />4 <br />2 <br />0 <br />-2 <br />_1+00 0+00 1+00 2+00 3+00 4+00 <br />PROFILE CENTRAL PLANT ROAD <br />18 "' 18 18 18 <br />16 <br />14 <br />12 <br />10 <br />8 <br />6 <br />4 <br />2 <br />0 <br />-2 <br />I <br />_ <br />16 <br />,,�ISTING GROUND <br />14 <br />12 <br />12 <br />10 <br />10 <br />F UWRE S�0_0061 <br />---------- <br />6 <br />6 <br />-- -� - N^ = _ <br />-------- <br />2 <br />(n <br />_S=0.0061 — —- <br />- <br />-2 <br />I <br />Cf)— <br />— -- - - <br />------- -____-- <br />Scale: AS NOTED <br />-2 <br />Prn um^+ tUn <br />I <br />I r)rrmw1rI^ Mn <br />PROPOSED CENTER <br />LINE <br />II <br />II <br />------------ <br />- -- ----------------- <br />315 LF 12" W ----- <br />----- _ II <br />-- 1 <br />--LSL.Ess -- <br />------------ <br />EXIST. 15" SS <br />------------- <br />------------ <br />-------u <br />ii <br />0 <br />0 <br />0 <br />0 <br />16 <br />16 <br />14 <br />14 <br />12 <br />12 <br />10 <br />10 <br />8 <br />8 <br />6 <br />6 <br />4 <br />4 <br />2 <br />2 <br />0 <br />0 <br />-2 <br />-2 <br />16 <br />14 <br />12 <br />/ iXSTING GROUND <br />10 <br />/--PROPO <br />ED CENTER LINE <br />8 <br />SAN JOAQUIN <br />GENERAL HOSPITAL <br />- <br />REPLACEMENT PROJECT, <br />PHASE 1A <br />4 <br />2 <br />ROAD & UTILITY <br />PROFILES <br />o <br />Scale: AS NOTED <br />-2 <br />Prn um^+ tUn <br />I <br />I r)rrmw1rI^ Mn <br />t <br />315 LF 12" W ----- <br />------ --- <br />ii <br />16 <br />14 <br />12 <br />10 <br />8 <br />SAN JOAQUIN <br />GENERAL HOSPITAL <br />6 <br />REPLACEMENT PROJECT, <br />PHASE 1A <br />4 <br />2 <br />ROAD & UTILITY <br />PROFILES <br />o <br />Scale: AS NOTED <br />-2 <br />Prn um^+ tUn <br />I <br />I r)rrmw1rI^ Mn <br />_1+00 0+00 1+00 2+00 3+00 4+00 _1+00 0+00 1+00 2+00 3+00 4+00 5+00 53000.09 <br />C1,50 <br />PROFILE WAREHOUSE ROAD PROFILE SERVICE ROAD Date <br />23 MARCH 1992 <br />
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