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' I NOTES: I 1. FIRE SUPPRESSION SYSTEM DESIGNED BY I I I I CENCAL. LAYOUT STORM WATER BASIN I SHOWN BASED ON I ' I DRAWING DATED I ' MARCH 27, 2017. SEE CIVIL PLANS I ' PROTECTION OR FIRE MH ARCHITECTS DETAILS rIlz I I 2. ALL SANITARY SEWAGE I, I LINES TO BE PVC SCH 40 OR EQUAL. l 3ALL UNDERGROUND 3 j I �1TsfE . I PIPING SHOULD HAVE A I 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 prohibited. i NCRETE AND PAVEMENT AREAS, OR � enn� � ��BA 2.5 FT OF COVER IN CQnSllftntS I I LANDSCAPE AREAS. ENGINEERS&SCIENTISTS 303 SECOND STREET,SUITE 300 SOUTH I PHONE (415)243-2150 CA 94101 I ""AN I WHERE SUFFICIENT FAX FRANCISCO )896 O POSSIBLE PROVIDE PIPE LUPIPE COVER IS NOT I CASING PER DETAILS \ U 6/SS-8 AND 8/SS-8. _ Z 4. PROVIDE PROPER I - - - - - - - - - - - - - - - - - - - _ - _ - - I SEPARATION BETWEEN Q PIPES IN JOINT TRENCHES PER DETAILS i ' LIMITS OF WORK F - 4/SS-8 AND 5/SS-8. II I I Z 5. MINIMUM SLOPE FOR " ^ W SANITARY SEWER PIPES ^ 6. ELBOW CONNECTIONS I SHOULD BE 2%. 16" 24" SW \ LI U I FOR ALL LINES SHOULD COMENT INCLUDING THE INCORPORATED BE 45 DEGREES WHERE RZECTAND SHALL NOT CF USED FOR ANY OTHER S AN INS7RUM ENT OF OLECTWITHOUTTIFWRirTeNAUT O� Iunon I I ^ ^ ^ I SWFM S=0,01 � � DrsiDNs.�D»aeNrcs ooNsarTnnrsno'cE FOR THIS I ^ POSSIBLE. OF ' SWFM I I I 16" \ J 7. LOCATION OF CONTROL SWFM I cI I PANELS TO BE VERIFIED G 8. CLEANOUTS SHALL BE Q I 10.1 A 16 O - WITH OWNER. ' SWFM I I SWFM � LLI PROVIDED EVERY 100 FT PRESSURE 16" I OR 135 DEGREES, I g" CATCH BASIN (TYP). ACCORDING TO - _ .- ' CLEANOUT (TYP). SEE SWFM SWFM SEE CIVIL PLANS w I PLUMBING CODE. No. C61765 � DETAIL1/SS-8 p 6/30 I I 10" 16" I SWFM -- < - - < �C ExO��19 FWFM SWFM -cfi - !9 Q A A - - _ -oy- I �lF OF CAO j I PROPOSED - > > -- > < < i� < - SSJID �j� - ' - ' - > - > _ > __ > --, - > W-- FW W- FW W-- WFW- W - FW- W- FW-FW FW FW FW T FW FW FW FW FW FW FW FW FW- FW FW PW FW FW FW 1 I" FVJ- FW FW FW FW FYJ- FW FW FW FW FYY- FW FW Fw- EASEMENT I Fw- Fw- Fw- Ew Fw- Fw- Fw- Fw- Fw- Fw Fw- Fw- Fw- Fw� FWD FW-- FW - FW FW-_ FW-- ON ^ I Z * FIRE HYDRANT (TYP), I Z 1'X1' CURB (TYP), SEE CIVIL PLANS I U " SEE CIVIL PLANS - - - - � ° I � - - - - - - - - -� - - - - - - - - -t- - - - - - -�- - - - - - - - - - - - I - - - - - - - - - I z - - - - - - LU __ ......_. ..____ _........_......................_....................._............ � ._R....._......___... __...............__..._..............__..__..__..._...................._......._..........._-__..._._ _ _ _____...___.._............___ __. _ _....._ I U ^ I TWO-LANE SEMI-TRUCK ROADWAY I Zr Q LL ~ Z " 10° � m q� FWFM 10" I j I fL / 10.1 I FWFM 16" SWFM F SWFM I I * 0 A I 12" SWFM " � I -- I F 1 � 10" I FWFM s II I Ip / A I I " STORM WATER PUMP STATION I I I I STORM WATER PUMP f 0 v I I A r PS-B9. SEE CIVIL PLANS CIVILSTATPLANS ON B1. SEE I Q .� PRESSURE '^ PUMP STATION VALVE I CLEANOUT (TYP). SEE Z r iI LLI I 12" SW RETAINING WALL, SEE CIVIL I V J _ I PLANS I BOX, SEE CIVIL PLANS f DETAIL 1/SS-8 vQ, PUMP STATION VALVE BOX, I I S=0.01 s SEE CIVIL PLANS A " I LLI 12" SW I r __� . O S=0.01 1.25.. __._... __. _.__.... i' LLI SSFM i I -- < -- W O o IE E: 6351806.51 - U_ o 0 26.9' - �` N M LLI I IE 2 I I I 26.9' _ � I � � Q � O7 o n TRENCH DRAIN, SEE I W 10" SW CIVIL PLANS 1 v i ` -- < -- DO IE ' 4" SS 101, SW o o S=0.01 12 Q� ^ 25.75' S= 0.047 I\ S=0.01 `O I' SSFM I \ N: 2134653.26 W 1 m ' O g I I I E: 6351789.86 a I' SEPTIC PUMP TANK TRUCK LOADING DOCKS I - W Q /Q� U �r h I I I I 8" SW SST-2 (TYP.) SEE DETAIL L < `.J O o I PARKING LOT v 12 SW S=0.01 1/SS-9. RIM EL 29.5'- - Z Iv r N � o Z .� +� CN ' IIP INSTALL 5=0.01 ® PIPES IN w LL Ca JOINT TRENCH B., SW < r D II LLII (TYP). SEE I I DOWNSPOUT SPACING 55.0' TYP. ZI DETAIL I ^ S=0.01 I IE 8^ SW S=0 OV1 I REV DATE ^ 5/SS-8 I I I 28.0' S=0.01 PERMIT SUBMITTAL 1/27/2017 i� III Q i 112" SW GRAVITY CLEANOUT 10 SW p II EE (TYP). SEE DETAIL S=0.01 S 0.01 ( ) LLII �P I E: 6351826.44 2/SS-8 TRUCK RAMP I� 6" SW U j I S=0.01 CONTROL PANELS LL �� (TYP) FOR SST-2, �, PS-B1,PS-B9. SEE II I I I DETAIL 9/SS-8 r LL V I it LLII i 12" SW A S=0.01 I I � b IAP I a LL 11S=0.01 I V _ IWINERY BUILDING BUILDING ROOF PANELS FFE = 32.6r N N LL ^ DOWNSPOUT SPACING 55.0' TYP. Iill 3II U) iI � A m IN CONTROLPANEL I 12" SW I (TYP) FOR PS-B5. CC i LLII S=0.01 I _ SEE CIVIL PLANS 00 I I I RETAINING WALL, SEE CIVIL o i LLI PLANS I I 4 I I CD j LL " TRUCK RAMP 0 10 20 30 TRUCK LOADING DOCKS 1"=20' 0 MATCH LINE SEE SHEET SS-4 FOR CONTINUATION Date: NOVEMBER 2017 KEY Drawn By: CL Project No.: 0 1665033`02 NI Scale: 0 ri 0 SANITARY SYSTEM -AREA B U) m ro n E D SHEET NO.: N N SS-3 Z: