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I NOTES: 1. FIRE SUPPRESSION DRASEINAGE DITCH SYSTEM DESIGNED BY CIVIL PLANS I CENCAL. LAYOUT III SHOWN BASED ON IDRAWING DATED 71 FUTURE TANKI I I 3 CPLANSOORFIRE MH ARCHITECTS 17. SEE FARM CIVIL I I PROTECTION SYSTEM 2� „ I � - -- - - � DETAILS " FWFM LINES TO BE PVC SCH 40 I I 10" I I 2. ALL SANITARY SEWAGE PRESSURE CLEANOUT I OR EQUAL.ERGROUND t 5X977 0194 I I ' LL t : i�1 117 C31f34 (TYP.). SEE DETAIL 1/SS-8 3 PIPING ALLUNSHOULD HAVE A This drawing is the property of MH Architects.Any unauthorized use in part " MIN 3.0 FT OF COVER IN or in whole without written permission is 6" SWS=0.01 I I LL m prohibited. I O CONCRETE AND PAVEMENT AREAS, OR Kennedy/Jenks ID 2.5 FT OF COVER IN Consu tants Z LANDSCAPE AREAS. ENGINEERS&SCIENTISTS m WHERE SUFFICIENT 906 SECOND STREET,SC ITE 300 SOUTH T SAN FRANCISCO,CA 94107 PIPE COVER IS NOT PRONE (415)243-2150 m POSSIBLE PROVIDE PIPE FAX (415)896-0999 I I BUILDING ROOF PANELS I " I � � 16" I A ( O CASING PER DETAILS SWFM I I I I I o 6/SS-8 AND 8/SS-8. 4. PROVIDE PROPER - - - - - - D SEPARATIONBE WEEN PIPES IN JOINT TRENCHES PER DETAILS 16" 4/SS-8 AND 5/SS-8. WINERY BUILDING " SWFM I 5. MINIMUM SLOPE FOR i r III I I � " SANITARY SEWER PIPES FFE 32.6 I I I I I SHOULD BE 2%. ' DOWNSPOUT SPACING 55.0 P. I I , " 6. ELBOW CONNECTIONS FOR ALL LINES SHOULD TNi"DOCUMENT INCLUDING THE INCORPORATED BE 45 DEGREES WHEREPRdECsANDSHALLNOTBEUSESFORANYCT.Ea " I �` POSSIBLE. =aaE<TNIT"ODTT"EwRITmNA"TRORISADARI 7. LOCATION OF CONTROL °F"ENNE"vuEnxs co"suLrANrs(C) I i LL PANELS TO BE VERIFIED ITH OWNER. CL 8. EAN UTS SHALL BE Q 0 PROVIDED EVERY 100 FT OR 135 DEGREES, CONTROLPANEL LLm \ (TYP.) FOR PS-63, I I .y� PLUMBING CODE. No. C61765 � SEE CIVIL PLANS I I Exp.6/30/19 CONTROL PANELS FOR SST-3 ANDI ROOF DOWNSPOUT \ I I fl C/V\� \Q PS-B6. SEE DETAIL 9/SS-8 (TYP) I I gTFOF CAL\ I ' I 10" I N:2133981.61 I \\ FWFM E-6352829.64 I * IE INSTALL PIPE IN 14" SW I *k Z TRENCH DRAIN TRENCH PER S=0.01 I I I GRAVITY CLEANOUT (TYP.). 26'6 \ I 12" SW E * O DETAIL 5/SS-8 SEE DETAIL, SEE SEE DETAIL 2/SS-8 U' CIVIL PLANS I 5=0.01 Z U �' 3 of DOWNSPOUT SPACING 55.0' TYP. , ' � I of I H �I 12" SW fn �_ , L� , ��' S=0.01 W Z _ ' _ _ ' _ ' -' I ' I- ' LL � > � > > -�-> IE N:2133951.84 10" SW I O SIDEWALK I / 23.25' E:6352701.79 S=0.013 / JLL a / 4„ SS IE �' I I Q O 16" SW N:2133951.29 S =0.02 23.5' TWO-LANE FIRE ROADWAY - I - - - - - - - - - - - 12 SW 12" SW S=0.01 E:6352681.97 7 - - - - - - - - < - < - - m Z S SW I I LL F - - - - - - - - S=0.01 S=0.01 0 0 12" SW I S=0.01 �_ - - - - - - - _ I - - - 4N SS IE IE 5=0.01 I Q \ 1.25" 27.4' 23.19' S =0.02 > SSFM - LL N:2133945.59 - - > .- > - > - > 12 SW \ N:2133945.05 E:6352685.13 16" I � S=0.01 / / E:6352665.32- SWFM � > 77/ - ' o 0 12"SW 12" SW S=0.01 � I I I S=0.01 / SEPTIC PUMP ZI 0 i I SEPTIC PUMP TANK SST-3A (TYP). r TANK SST-3B (TYP). SEE DETAIL 1/SS-9. 10" 12" SWA SEE DETAIL 1/SS-9. RIM EL 30' A FWFM 12 SW S=0.01 S=0.01 RIM EL 30' 70 _Z LL 0 I I I m Z STORM WATER PUMP PUMP STATION VALVE BOX 0 LL / I STATION PS-B6. SEE (TYP) SEE CIVIL PLANS " C: CIVIL PLANS O _ _ _ FUTURE ADMINISTRATION BUILDING I LL 0 (p �• -FN- FW it FW FW-FW Ny�- FW FW FW FW FW FW FW FW RN FW FW FW FW FW FN FW FW FW FW � NOT PART OF THIS PERMIT LL W � M o L � � I I FIRE HYDRANT (TYP), W W ISEE CIVIL PLANS Q (n CATCH BASIN (TYP) FWFM I 12" SW O 1 W� SEE CIVIL PLANS 10.1i I I 1 N PARKING LOT 101. 12" SW a W S=0.01 FWFM I '^ U U C14 N J� I I I DRAINAGE s DITCH, SEE I I J ++ Q 7 N U I CIVIL PLANS W -� N �- 12" SW N CC S=0.01 3; r G Q I � REV DATE PERMIT SUBMITTAL 1/27/2017 DRAINAGE DITCH (TYP.) SEE CIVIL PLANS " ' � W - - __ J J Q ❑ '�Y FW FW FW FW '.�>FW_> �>FW�>FW_>FW� FW FW FlN- FW F FW FW W FW FW-- FW FW FW FW FW Q FVJ- FWFWFWFW-FW- FWFWFWFWFWD- FW > I. > S > > > -> > > > > r - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TWO-LANE FIRE ROADWAY TWO-LANE FIRE ROAD WAY m ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ------ ----.-.__..- ._------------------------------------------------------------- -- --------- r; PROPOSED SSJID EASEMENT""-----_---- r r- - - - - - - - LIMITS OF WORK -- _- PROPOSED RELOCATED SSJID PIPELINE co SSJID EASEMENT (E) (v ----------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------- -------- c f m V)I rn 0 0 0 0 0up 4 0 10 20 30 M 1 ,=20' (n Date: NOVEMBER 2017 KEY Drawn By: CL Project No.: 1665033'02 0 B A Scale: I o SANITARY SYSTEM -AREA D ri M O Lr) (o to D SHEET NO.: 'n rn SS-5 0 N_ Z