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SEE SHEET SS-4 FOR CONTINUATION - - - - - - - - - - 7 — - - - - - - - - �- - - - - I - - —7 — 7- - r - - - - r - - - - � - - NOTES: r t I I 1. FIRE SUPPRESSION " SYSTEM DESIGNED BY CENCAL. LAYOUT PRESSURE CLEANOUT \ � � (TYP.). SEE DETAIL 1/SS-8 I `r..., I ® �� I DRAWING DATED SHOWN BASED ON ( I I `'� TRENCH DRAIN �� MARCH 27, 2017. SEE SEE CIVIL PLANS I I CIVIL PLANS FOR FIRE MH ARCHITECTS DETAILSPROTECTION SYSTEMn j t{ - , a ` €,261 II 2. ALL SANITARY SEWAGE I . \ LINES TO BE PVC SCH 40 ' 1 Do I I I OR EQUAL. r 'c. I I I I p U ( ) I 3. ALL UNDERGROUND rnisdraw gislhepmpertyo Ma Q O DOWNSPOUT TYP . I O , Y ti Z PIPING SHOULD HAVE Architects.Any unauthorized use in part SEE CIVIL PLANS O 8 o MIN 3.0 FT OF COVER IN or in whole without written permission Is SWFM I �" Q pmn'Ibued. BUILDING ROOF PANELS I CONCRETE AND PAVEMENT AREAS, OR Kennedy/Jenks " 2.5 FT OF COVER IN Consultants I 3 I 1 I W I I I I I LANDSCAPE AREAS. ENGINEERS&SCIENTISTS WHERE SUFFICIENT SUR SECOND 31 BEET,SUITE 30B SOUTH W " I I I l I PIPE COVER IS NOT PRONE(415)243-2150 Z _ I SAN FRANCISCO CA 9A 10/ POSSIBLE PROVIDE PIPE FAX (41 5)896 0999 CASING PER DETAILS I I I I I 6/SS-8 AND 8/SS-8. 4. PROVIDE PROPER 1'X1' CURB (TYP) I SEPARATION BETWEEN I I I SEE CIVIL PLANS PIPES IN JOINT TRENCHES PER DETAILS I I I " I I � I I � SLE WINERY BUILDING 5. ST M OP o o FFE = 32.6 MINIMUM SEWER PIPES I I 31 � SHOULD BE 2%. I I ^ I FOR ALL LINES SHOULD So I 6. ELBOW CONNECTIONS ��Ns�s^N INSTRUMENT OF SFA"�E rnR.a s INSTALL PIPES IN is ANINSTRUOINTOF NCOCEFORT I JOINT TRENCH _ I BE 45 DEGREES WHERE PUMP STATIONVALVE BOX �I I I ao,E<=NNosFauNo=o�asEnFoaNNYo=NFa I i Fav„FNks SoNs°L."N,g fr, " I (TYP). SEE DETAIL `• 7. LOCATION OF CONTROL n`""w.,a°LT,aEwAr.FN,, .Foa =oN I I 3 1 5/SS-8 SEE CIVIL PLANS I I ', I I I I PANELS TO BE VERIFIED WITH OWNER. PROVIDED EVERY 100 FT W I I I I l l I � I 8. CLEANOUTS SHALL BE STORM WATER PUMP STATION PS-64 (TYP) SEE CIVIL PLANS I ��`� S eczo,� l Fy I 311 OR 135 DEGREES, `•,� I ACCORDING TO I I 10" RETAINING WALL. OWNSPOUT SPACING 55.0' TYP. I PLUMBING CODE. No. C61765 a ■ I CONTROL PANELS FOR, Exp 6/30/19 I 3 I FWFM SEE CIVIL PLANSI I In I PS-B4, PS-B8, SEE CIVIL I I I PLANSRD, I IglFOF CALF 3 1 1.25” \ SSFMHE 16" — — — Ii I " Z SWFM ® GRAVITY CLEANOUT (TYP.). * " 3 SEE DETAIL 2/SS-8 Q III I DOWNSPOUT (TYP). TRENCH DRAIN �I I U I; I U SEE CIVIL PLANS I li LL PUMP STATIONVALVE BOX SEE 14" SW 0 U) I "�. S=0.01 � W Z I I I I I CIVIL PLANS N:2133952.47 I i ' I I a � I ,� E:6351844.22 STORM WATER PUMP / IE DOWNSPOUT SPACING 55.0' TYP. U 28.5' I CATCH BASIN (TYP) ---------- LL 0 STATION PS-B8. SEE CIVIL �-- ------I— '> ————— I -- ---- — I _ _ II 3II I PLANS -- SEE CIVIL PLANS --------------------- — — — J � � > F— Z � < — SIDEWALK I — m H I 3 14" SW < rt ` LL U Q 16" SWZZ S=0.01 I FWFM _ S=0.01 I 1.25" LL - - - _ — _ - - - - - - I li IIS �" I I ,....., SSFM — _ -- _ — \ , 4" SS — _ - - - -- - � 3 -- -- II - - _ � - - - - -- 7— HUD, S =0.02 I TWO-LANE FIRE ROADWAY _ - - —> I / I" 14° SW 14" SW S=0.01 1.25" II 10" S=0.01 I 3 FWFM SSFM FW— = �^'_— FW Fw— Fw—I— Fw__7F`NRR, FWFyyFW <� > FW FW 0 0FRY I I I `h- < — <— _ Fw— FW— FWF — wFwFW - - - Fw— FW �._ > ' > Do- Fw— Fw— Fw=Fw Fw Fw - > ` "�z I I Z SEPTIC PUMP TANK SST-4 (TYP) � I O C: i 3 - SEE DETAIL 1/SS-9 ` _ IQ P° r i I FIRE HYDRANT (TYP), , SEE CIVIL PLANS I `\ 10" Z 3 Q ti.,. FWFM I 10" 12" SW FWFM BEI 12" SW Z 3 S=0.01 3 FLOWMETER SEE DETAIL 1 0I S=0.01 `H, IU Q O I ° W M 1 l �/� I . I _ I — — — — — — — <_D — < — LEACHFIELD I —® I DISTRIBUTION VALVE SEE DETAIL 4/SS-9 Fw (n z O ,�, F �— FW Fw FW FW FW FW' W �'...'\.. , FW FW L0 Ict O I ip , FW FW D4 I FW FAR FW FW CW Da I � W— W 07 Da Da �,—FW Fw FW FW „� W �.. LO CONTROL PANEL 12 0 O) FOR SST-4 SEE ` m v N 1 V � � I i I I DETAIL 9/SS-8 W 11 FIRE VALVE BY OTHERS, Q �� U Q I I I I pa D° I I I PARKING LOT "•�„ SEE FIRE PROTECTION W (^, N I I °a Pa I " �'�,\ DESIGN I `J r- W I I 12 SW J Z °° I S=0.01 FE 4W co a. -. _. I N I II I � REV DATE PERMIT SUBMITTAL 1/27/2017 I I I I DRAINAGE DITCH SEE CIVIL PLANS I � I I I J LEACHFIELD 100% RESERVE AREA \ I i I 0 1 li I I a I ; I I \ < — < — < < < < < < < TWO-LANE FIRE ROAD I I \ - - - - - - -- - -- - -- - - - —- - — - —- - - - - - li I I III ----------------------------------------------------------------------------------------------------------------------------------- 1 I ------------- --------------------------------------------------------------------------------------------------------------------------------------- N ------------ r I I PROPOSED SSJID EASEMENT I - ---- --- ---- --- ---- - --- 1 LIMITS OFWORK I - -- - --- - -- --- N I1 I — — — — —— — —— EI I -----------------J PROPOSED RELOCATED ——————————————— ———————————————————————————————— w L-------------------------- SSJID PIPELINE Ta --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ----------I------- ----------------------------------------- N ---------------------------------------------------------- — C t6 rnl ' SEE LAYOUT 0 10 20 30 o ENLARGEMENT ON SHEET SS-7 1"=20' 0 04 Date: NOVEMBER 2017 o Drawn By: CL Cl) KEY Project No.. 1665033'02 U) Scale: m SANITARY SYSTEM -AREA E U o SHEET NO.: c+ SS-6 to a rD 0 N_ Z