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- _ _ _ _ _ _ _ _T _ _ _ _ _ _ _ _ _ T - _ - _ - - - - -MATCH LINE SEE SHEET SS-3 FOR CONTINUATION I I � 7 NOTES: PROPOSED SSJID I TRUCK RAMP III ^ EASEMENT 1. FIRE SUPPRESSION SYSTEM DESIGNED BY CENCAL. LAYOUT j l ^ SHOWN BASED ON LL RETAINING WALL. I I DRAWING DATED b SEE CIVIL PLANS ,P ® - - - — - - r%] MARCH 27, 2017. SEE I i CIVIL PLANS FOR FIRE MH ARCHITECTS I 4A ' I I I I I PROTECTION SYSTEM DETAILS r 2. ALL SANITARY SEWAGE 3' SETBACK FROM EASMENT 101,FM LINES TO BE PVC SCH 40 ..�At OR EQUAL. r 1 ;W' SWFM I 3. ALL UNDERGROUND IILL � I II . te3a FIRE HYDRANT (TYP), A PIPING SHOULD HAVE A I This drawing is the property of MH or in whole without written permission is P SEE CIVIL PLANS I " MIN 3.0 FT OF COVER IN Architects Any unauthorized use in part LLII I CONCRETE AND prohibited. p PAVEMENT AREAS, OR Kenn Jenks LANDSCAPE AREAS. Consultants 2.5 FT OF COVER IN � 114 22 I I WHERE SUFFICIENT ENGINEERS&SCIENTISTS 1 v 303 SECOND STREET,SUITE 300 SOUIPI ' I I PIPE COVER IS NOT SAN FRANCISCO,CA 94107 I I STORM WATER PUMP STATION I I PHONE (415)243 2150 POSSIBLE PROVIDE PIPE FAX (415)896-0999 LL I I INSTALL PIPES IN PS-B5. SEE CIVIL PLANS CASING PER DETAILS I I " JOINT TRENCH I " ® CAS-8 AND 8/DET LL (TYP). SEE DETAIL 5/SS-8TRENCH DRAIN,I I I 4. PROVIDE PROPER" I I 1 SEPARATION BETWEEN SEE CIVIL PLANS I III I 1'X1' CURB (TYP). " PIPES IN JOINT " SEE CIVIL PLANS I I 10" SW 4/SS-8 AND 5/SS-8.TRENCHES PER DETAILS LL S=0.01 5. MINIMUM SLOPE FOR l I I SANITARY SEWER PIPES SHOULD BE 6. ELBOW CONNECTIONS FOR ALL LINES SHOULD i I HISNSI DOCUMENTSHEINVUHPFORTHI INCLUDING T NS,ISDN ImTHALL NOT BE OF USED FOR FOR THIS ROJ ECi gN06HALL NOT BE USED FOP ANY OTHER PFOJECi W ITHOUi THE W RITTEN gUTHOPRq PION BE 45 DEGREES WHERE THIN o F NNERYJENHsco NSUL'Ar �. o o I I POSSIBLE. 7. LOCATION OF CONTROL r I WINERY BUILDING PANELS TO BE VERIFIED r...�.......... I WITH OWNER. LLII i FFE = 32.6 8. CLEANOUTS SHALL BE QROFESS/pA/' 15yPROVIDED EVERY 100 FT eOZ W� PUMP STATION VALVE BOX I OR 135 DEGREES, 07j �y SEE CIVIL PLANS I ACCORDING TO IIPLUMBING CODE �� rn I I . �* I Cy- No. C61765 m Exp.6/30/19 Cn F OF CA00 0 SII ` I _ - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - ( * . ? z `ti I Q Z) LL N , c oU) LU Z ' IRE VALVE BY OTHERS, J I " SEE FIRE PROTECTION I Y i1 LLII DESIGN U I i I 0 J ILL 0 I I I I Q H- { i I r F- O z m F- II I " BUILDING ROOF PANELS LLII 10" FWFM RD 16" � SWFM I I I " i . . . . . LL I 1.25" I ,�. 8" I ' C:I SSFM SWFM I LL � I - - - - V 4/ \.., 1� LLI ,. A Q .o W � co I4-0 \\\ DOWNSPOUT SPACING 55.0' TYPI,. M I " Q I ^\ I \ } I LLII 70 Q �` zo LID CY) i d. O I N Q Ln - - - - Q Q M I Q I loll SW U M C) I " _1 I- S=0.01 U N *. N 1 I W s p ' I LU +cq-I F- PRESSURE CLEANOUT o _ I I I z ' I I I I (TYP), SEE DETAIL 1/SS-8 o p Q I i REV DATE ' Q I I PERMIT SUBMITTAL 1/27/2017 I ! I I PUMP STATION VALVE BOX 0 I SEE CIVIL PLANS U I j I I STORM WATER PUMP STATION I 9 I PS-134. SEE CIVIL PLANS � I ( Ii PROPOSED ' I SSJID EASEMENT ERR i RETAINING WALL CONTROL PANEL LL SEE CIVIL PLANS I FOR PS-B4 SEE CIVIL i I r I LIMITS OF PLANS WORK N I I I LL � � I. IIS 0 U) I I CID CID I C) j 1 C) i LLI C) N1I " —————I———————————————————————————————————————————— —— ———————— ———— I 1 `71) I a I // /�-/- / / / / / / /- I -/----/---- ' / 0 10 20 30 1 =20' MATCH LINE SEE SHEET SS-5 FOR CONTINUATION Date: NOVEMBER 2017 KEY Drawn By: CL �I Project No.: 1665033'02 CD B Scale: ai M ED SANITARY SYSTEM -AREA C m m US rn co D SHEET NO.: 0 Z SS-4