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i v z � M NaON fV 0 lo'o- Q � QMo w u7 i i wpl rI- xu7tir C� v-uo U) Ln z ZZVUO, r Q 0 O 2xNN au')� D an w 11JNa0x z D �xaLL EXG SITE w PAVEMENT. 0 w v z a 0 a u- 55 PUMP SUMP #2: ----ONE PUMP TO BE RELOCATED z FROM EXISTING NOTED SUMP LLli n SYSTEM & INSTALL 2nd (DUPLEX) EXG UNDEVELOPED AREA. 0 PUMP TO MATCH EXISTING. EXG SITE ---REFER TO SUTTER HOME PAVEMENT. _ WINERY DRAWINGS. ID 0 9,00'RIM :3ENGINEER 3.500 GALLON MINIMUM IAPMO APPROVED FRP COMBINATION SEPTIC TANK & 800-1000 - - -I POC GALLON SUMP PUMP CHAMBER (TRAFFIC I I RATED) , BY XERXES CORP. , OR EQUAL. 3'55FM EXG 3"SSFM Z I v\- SEPTIC TANK 15 TO BE INSTALLED IN I �- • • • • •� • - - • • —� TO 55 PUMP SUMP #I z " m � COMPLIANCE EXG SITE & GUIDELINES.WITH THREFER S RTOCOI SUTTERERHOME I I w r " o PAVEMENT. WINERY DRAWINGS. - - - - ` I 0 "' z �� ° X 1^ i w Q I 0 1 b' -o. SCALE: 1' = 1' -0' z �� I I `2 — FILE, _ a I Lu I I I O I o I I EXG SITE 00 I I PAVEMENT, o f I Lu I I 4 L — — J :0z Z Lu a o 3.09' INv — 9.00'RIM w U EXG UNDEVELOPED AREA. : \ w Q EXG CONCRETE SIDEWALK. - CO ""-"-- 4'55. (5-0.011 C I— C-) O kn � t ix w z O 0 1 1/4' CONDUIT, r W J •M �� U O 10--o- 4 j O Cf— m - ry z EXG UNDEVELOPED AREA. yx rr z W u m z z Q o w m J Ln F- m w U1 Z EXG SITE w Q O W m W 3 2: O 0 f PAVEMENT. T) '- ui 1— O u EXISTING z v Q = a > DRY GOODS � tA Ul LL W I` J STORAGE REPLACE EXG 'x- W ~ F— 10 ~ CONTROL PANEL. BUILDING (SEE SPECS. _ F O O Q \ (REFER TO ADG'5 SHEET 5711 , w NOTE: [] 2: U-1. LL PROJECT 000-0351 z I . ALL EXISTING POTABLE WELLS HAVE BEEN u� EXG ~' DETERMINED / FIELD REVIEWED TO BE IN m 4"55 1 1 = 1'-0 ' . . EXG .,._. CO EXCESS OF 100' FROM THE PROPOSED SEPTIC SCALE: 1'� — CO TANK SYSTEM AS NOTED. FILE: _ a • • z �- POC AT 2. ALL EXISTING AGRICULTURAL WELLS HAVE U 4.40' INV. BEEN DETERMINED / FIELD REVIEWED TO BE IN W v Q �,o EXISTING SUMP SYSTEM EXCESS OF 50' FROM THE PROPOSED SEPTIC m W m 1— m •w TO BE ABANDONED / TANK SYSTEMS AS NOTED. w Q a p 0 REMOVED. O z v z Lu 3. ALL PLUMBING ZS TO BE IN COMPLIANCE a 'n Mm WITH THE 2007 CPC. m 3 O OD EXG UNDEVELOPED AREA. a CL o J v 4. REFER TO DETAIL 12/2 FOR THE TYPICAL o LuM FRAMING REQUIREMENTS OF THE SUMP PUMPS' & 5' -0' 50. CENTERED ON MANHOLE COVER, SEPTIC TANKS' MANHOLE COVERS. z REv DATE BY EXG SITE a PAVEMENT. a D 36" DIAM BOLTED / ED n FINISH GRADE 3" CLEAR, MANHOLE FRAME & COVERVER [S[SB ui SLOPING AWAY TYP, FOUNDRY OR D&L SUPPLY) . FROM EDGE OF LEGEND SLAB. Z EP EDGE OF PAVEMENT. _—111111. + , ,.f 1111 r vi INV PIPE INVERT. _ POC POINT OF CONNECTION. ` • RIM TOP OF RIM. Lu _{ r -Rill o r 00 SS SANITARY SEWER, SEALANT, =E I I I— • �I11111 a NORTH 00FP �' + . '. • . 0 DRAWN BY DL W REF. 00.00, INV DE5IGNATE5 AN EXISTING ELEVATION. + IL ENLARGED LAYOUT DESIGNATES A NEW ELEVATION, _ - II 11^11 III=11111 = CHECKEb BY EH DESIGNATES A SEWER LINE WITH SIZE #4 REBARS EACH SCALE: 1" = 10.0' & SLOPE NOTED. =VIII DATE O$/2b/10 Ln 3'SSFM DESIGNATES A PRESSURIZED SCH 40 PVC WAY CENTERED - 3/4' `J SANITARY SEWER FORCE MAIN WITH SIZE IN SLAB. TYP. 1/2" NOTED. EXP, JT. z SCALE AS NOTED MATERIAL. z 0 Ln 24" / 30" RISER. PROJECT Lu z 09 - 034 5HEET NUMBER 3 ENLARGED LAYOUT 12 = I' -0" 2 FRAMING DETAIL SCALE: 1" FILES: 034. 034B. BMA, BMB FILE: 0348121 OVER I FY W I T' H SAN JOAQU I N COUNTY5 APPROVED PROJECT5 DRAW I NGS NOTE ' 9 9 0