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NOTES: <br /> 1. FIRE SUPPRESSION <br /> SYSTEM DESIGNED BY <br /> CENCAL. LAYOUT <br /> SHOWN BASED ON <br /> DRAWING DATED <br /> MARCH 27, 2017. SEE <br /> CIVIL PLANS FOR FIRE MH ARCHITECTS <br /> PROTECTION SYSTEM <br /> ' 2 1 t, >::Wi <br /> DETAILS <br /> r ;'p'li <br /> LINES TO BE PVC SCH 40 <br /> 2. ALL SANITARY SEWAGE <br /> 4 OR EQUAL. >;1 a '+< <br /> EXISTING PROCESS WATER 3. ALLUNDERGROUND -� <br /> PIPING SHOULD HAVE This drawing is the property of MH <br /> I i MIN 3.0 FT OF COVER IN Architects.Any unauthorized use In pert <br /> PONDS or In whole without written permission is <br /> ' CONCRETE AND prohibited. <br /> 2.5 FT OF COVER IN Kennedy/Jenks <br /> �I PAVEMENT AREAS, OR <br /> I <br /> LANDSCAPE AREAS. ConsultantsENGINEERS& srs <br /> WHERE SUFFICIENT 303 SECOND STREET,SU ire 300 SOUTH <br /> SAN FRANCISCO,CA 94107 <br /> { PIPE COVER IS NOT <br /> PHONE 2432150 <br /> FAX 896 091 <br /> POSSIBLE PROVIDE PIPE <br /> CASING PER DETAILS <br /> 6/SS-8 AND 8/SS-8. <br /> LIMIT OF i <br /> 4. PROVIDE PROPER <br /> SEPARATION BETWEEN <br /> WORK PIPES IN JOINT <br /> TRENCHES PER DETAILS <br /> FIRE PROTECTION WATER 4/SS-8 AND 5/SS-8. <br /> TANK, SEE CIVIL PLANS 5. MINIMUM SLOPE FOR <br /> SANITARY SEWER PIPES <br /> SHOULD BE 2%. <br /> 16" 6. ELBOW CONNECTIONS <br /> THIS DOCUMENT_INCLUDING THE INCORPORATED <br /> BE 45 DEGREES WHERE °Ao sgHosl„„LL„oraE°sFOFo' „°o:„sn <br /> I SWFM ! FOR ALL LINES SHOULD <br /> POSSIBLE. FDOeECT A ITHOUT THE ARNTEN AUTHORIZATION <br /> OF NENNELYCENAR OONSDLTANTA R <br /> 16" 7. LOCATION OF CONTROL <br /> SWFM PANELS TO BE VERIFIED <br /> 16 <br /> SWFMmiiiiiiiiiiiii <br /> 12 - WITH OWNER. VFESS�� <br /> I SS A �< �/� i� �� 8. CLEANOUTS SHALL BE OQ <br /> i <br /> PROVIDED EVERY 100 FT l <br /> - - -d fi < -7` -d OR 135 DEGREES, ZCCIp�✓ <br /> - - d <br /> =� FIRE LINE VALVES ACCORDING TO h <br /> - - BY OTHERS PLUMBING CODE. 4 No. C61765 <br /> FW FW FW F\N- RN- FYV- He- FW FW FW F FW FW FW FW FVJ FW FW FW FW FW FW FW FVJ- FW FW FW FW <br /> - <br /> FEN- Fw- Fw- Fw - HN Fw- Fw <br /> For- FW- Fw- Fw- Fw- Fw- Fw- FW- Fw- Fe, FAN- Fw Fw- Fw FW Fw- FEV- Fw I Exp.6/30/19 <br /> E FIRE PUMP HOUSE, fP C���� <br /> LL A <br /> l SEE CIVIL PLANS 9TF OF CAL�FO <br /> T DOE <br /> E <br /> FIRE HYDRANT (TYP), <br /> 10.11'X1' CURB TYP <br /> FWFM ( ). <br /> SEE CIVIL PLANS x <br /> SEE CIVIL PLANS x <br /> F - <br /> - - - - - - - - - - - - - - - - - - - - <br /> - - � � z <br /> - - -- - - 10- - - - - - - - <br /> " $ Zo <br /> 11 I FW FW FW C) <br /> FWFM I PRESSURE r w w <br /> 10" n CLEANOUT (TYP.). <br /> FWFM I TWO-LANE SEMI-TRUCK ROADWAY SEEDETAIL XXX <br /> ----------------- <br /> a O <br /> 1 <br /> „ � <br /> f _ .._. _.... _ 101. <br /> FM 10., o O <br /> ` I _ FWFM LL <br /> z I I I FWFM WATER SUPPLY J LL <br /> W... . ... _ .............._ _ <br /> . . . _.. __ .__....__ _ H Z <br /> Il- <br /> LL <br /> 150 ' TYP. (SEE NOTE 3) __._.-_. _ .. ___. ..._... _.._.._. _- .- ... -. --._ m Q <br /> r _.......... <br /> .__. <br /> .._ <br /> SSJID EASEMENT (E) <br /> 16" 10" <br /> FWFM <br /> _. <br /> _......... .... _ .......___ ........... <br /> s SWFM <br /> r 1011 <br /> FWFM 10" SW <br /> n { S=0.01 STORM WATER PUMP <br /> Z STATION PS-B7, SEE <br /> E <br /> f 25.59' CATCH BASIN, CIVIL PLANS' <br /> DI I PUMP STATION VALVE BOX SEE CIVIL PLANS A I ON FW FW FIR FI FW Fw - FON REV FW <br /> Ury FW Fw <br /> 1.25" F N: 2134676.93 SEE CIVIL PLANS <br /> Z I TRUCK LOADING DOCKS E 635242760 I - _ <br /> I. _._.._.. _........__., i - Q <br /> r 1 I I 12" SW \ \ M <br /> Z .__... _ _._ _- _ STORM WATER PUMP � S�.01 LJJ <br /> 0_.__-. _.�_.. STATION PS B2. SEE CIVIL ` k <br /> _ \ DRAINAGE DITCH n/ <br /> VI _ - IE PLANS 12" �J� <br /> OI - - 25 28 SWFM PUMP STATION VALVE \ T PLANS <br /> SEE CIVIL O <br /> SEPTIC PUMP TANK SST-1 <br /> o <br /> LL N: 2134641.15 10" SW o I BOX, SEE CIVIL PLANS o 0 <br /> (TYP). SEE DETAIL 1/SS-9. TRENCH DRAIN, SEE <br /> M RIM EL 28.69' I CIVIL PLANS \ 3 O (� <br /> E: 6352465.72 S= 0.01 F <br /> SE S01 W <br /> c \ o o s= 0.01 I - - - - - - - - - z ,0 M <br /> WI i _ _ - < - < - _ M � <br /> =1 N: 2134672.70 4" SS s I �j I ^0 <br /> E: 6352419.63 I" > LTL <br /> S= 0.02 I - > 1 <br /> JCF) <br /> w > - , - < - < - - < - < - < < -� c� > i U � U O <br /> z �� Q Uro <br /> Cn U <br /> M _U 3\ N <br /> IN- DOWNSPOUT SPACING 55.0' TYP. <br /> Z <br /> �' 10" SW y <br /> \V <br /> i <br /> Q S=0.01 6" SW I A � � m � � Q <br /> E <br /> 12 SW GRAVITY 26.6' S=0.032 <br /> I � r <br /> p S= 0.01 ' CLEANOUT <br /> I � m <br /> (F) TANK <br /> ry (TYP. . SEE <br /> � � ) � I RETAINING WALL. TRAMP RUCK � � � � REV DATE <br /> W DETAIL 2/SS-8 <br /> FARM p PERMIT SUBMITTAL 1/27/2017 <br /> p TRENCH DRAIN. ' < <br /> Q SEE CIVIL PLANS CONTROL PANELS - - - <br /> � I I � (TYP) FOR SST-1, � � � I <br /> V I PS-B2, PS-B7. SEE <br /> �I <br /> 9/SS-8 1611 <br /> A l SWFM <br /> A <br /> I � DOWNSPOUT SPACING 55.0' TY . <br /> � 16" <br /> 8" S W <br /> SWFM <br /> S=0.01 <br /> RIPI <br /> I <br /> I <br /> WINERY BUILDING ! M LL <br /> FFE = 32.6 1 <br /> { 10" N <br /> BUILDING ROOF PANELS I I 1 <br /> �I DOWNSPOUT (TYP.), FWFM <br /> w SEE CIVIL PLANS P <br /> A LL <br /> to <br /> FEE <br /> i <br /> o) I , n <br /> o 10" PW <br /> S=0.02 <br /> 0 <br /> N <br /> O <br /> rT 0 10 20 30 <br /> C3 <br /> O LF) I I <br /> O <br /> O <br /> Date: <br /> NOVEMBER 2017 <br /> U <br /> KEY Drawn By: CL <br /> 0 Project No.: 1665033`02 <br /> N <br /> Scale: <br /> O <br /> (`') <br /> SANITARY SYSTEM -AREA A <br /> 0 <br /> LO <br /> to <br /> CD <br /> a <br /> D SHEET NO.: <br /> co <br /> N SS-2 <br /> Z <br />