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9 <br />IF r <br />i 1/2" D- 3 HOLES <br />1 , <br />EQUALLY SPACED - PICK HOLE Ll <br />_ NOTES. A 0000° °oo <br />A <br />Cast iron frame and cover t 2 1. Drop manhole shall be used 0 Opp 4 <br />refer to Standard Drawing No. S-4 A A where the difference in 4 0 ❑ U� <br />Q X invert elevations of the - - _ <br />I� <br />IF qC)T ..LOCATED MOUNT TC�}}� OF, 154X FtllSH Stone <br />Groove filled with mortar before manhole exceeds 24 <br />7. <br />IN COSIC . SURFacE W / 1= t til I S1 -t <br />installing cost Iran frame and cover _ 2. Refer to Standard Drawing C�GLADE <br />9 <br />No. S-2 for additional notes. arrac e lnl <br />I <br />— Precast reinforced concrete grade Flexible Joint 3. Drop pipe may be either t"xt t/a" PICK HOSE <br />- adjustment rings 2". 3", 4". & 6' high Coupler P.B.S., P.V.C., v.r.P. � ` _ _ = a = „ 4 s�i z� , <br />. .. •. Patterson <br />2•-0,. - `- <br />D1 °rr� !S Precast reinforced concrete tapered <br />N I g PLAN VIEW �Rov+�S3Go C�►.iaG• P�Ox <br />section to be in accordance with approved <br />f � manufacturer's dimensions W� t ? � I p+��' ���' � Architecture <br />• ItJ 5411L. OR EQ U I V. 4Y <br />SECTION C—C <br />- All points mortared and banded with N AGnIZl.) oR. p.iZa, � , IF I hl Planning <br />TR.AFFIG ZOWS �1b5r►TvT interior Architecture <br />27" G. I • NUPE I Co �I1.1. G, I. TiZv►fFIG <br />I i mortar on both interior and exterior �- . <br />I --- - S" Min. surfaces Cast Iron Frame and Cover � .- I � - <br />_ Refer to Standard Drowing ---� 25 /`•• --. 1 - <br />Di Qm Precast reinforced concrete manhole No. S-4 1 __ / / wE� <br />a, pipes, ASTM desig. C-478, adjust to J� r ` I <br />D proper elevation. 1',2'.3'. ��c 4' --- -- '-� _ / A��' �aRTN FILL <br />One Market Plaza <br />A P P ( 1..--- 1 s' ' 1 p <br />U propanS elevation. <br />required.) - • \c \\ \, \\ \\ `` ���� RI SE4Z FOFZ `�UF KCM� C, \N/ u <br />PP��-r NUT Ptura oK �u+v, r�r Spear Street Tower <br />6" _6 - �—�T--T I i AG04Z►J UF2. . R. M 1 T N <br />Water tight joints I I I -1 _ 1 / *� 5 Suite 400 . <br />Ftst_t< sl zE TCS cLE,,&,NoUT <br />San Francisco <br />N I 24' CA 94105 <br />i I -- �--- <br />12" Flex Joint <br />n ! Tee Flt Lin ---�i Coupler 31 1/2 <br />- - --- - -- L_ t - __( --- - - — , ` ) __:__ — 415 227-0100 <br />SECTION A -A <br />A C Drop pipe C Break Out112"- <br />Class „B L P , P P Pipe 3/4 -Steel Bar 4. \ ` <br />concrete SECTION A—A watertite Seal <br />ELEVATION C stainless steel 2" <br />N t 17/32" I 1" Architect,AlA <br />Break ut Bonds at 24" center <br />Top ofipe Anchored to Wall - Vent -Option - tc''�/G 5EWER LINE. <br />" __ t if approved b the engineer. _ 6• Minimum Two Bonds <br />Note <br />A t 6" ccncre.e cane may be used pp y g , / Tic e�D p� Lt}�l� Tech. Checked Tech. <br />—Smooth 1 /4 � �. i, _ Coord. Arch. <br />Round Bend i 30' 5-1 /2" <br />SECTION C - C RUTHERFORD & CHEKENE <br />3 3/8" <br />-�- 2 1 /8' 303 Second St. Suite 800 N. <br />•� <br />San Francisco, CA 94107 <br />Class 6• Concrete 6J NOTE Frame and Cover shall be <br />SECTION B—B SECTION B—B <br />machined to ossure interchangeability <br />SECTION A — Aand a close quiet tit. <br />36 STANDARD SANITARY SEWER MANHOLE 26 STANDARD SANITARY SEWER DROP MANHOLE <br />1 6 MANHOLE FRAME & _COVER ECTION structural Engineer <br />6 POINT OF CONN <br />GUTTMANN & MacRITCHIE <br />631 Howard Street, Suite 500 <br />San Francisco, CA 94105 <br />Mechanical Engineer <br />THE ENGINEERING ENTERPRISE <br />1305 Marina Village Parkway <br />Alameda, CA 94501 <br />Electrical Engineer <br />KJELDSEN-SINNOCK & ASSOCIATES. INC. <br />1113 West Fremont Street <br />Stockton, CA 95203 <br />Civil Engineer <br />Approvals <br />Revisions <br />No. Date <br />907 REVIEW 23—MAR-92 <br />38 28 8 8 <br />SAN JOAQUIN <br />GENERAL HOSPITAL • <br />REPLACEMENT PROJECT, <br />PHASE 1A <br />SANITARY SEWER <br />DETAILS <br />Scale: <br />Project No. Drawing No. <br />53000.09 <br />01.65 <br />Date <br />40 30 20 �o <br />