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1 I I I 1 I 1 I I I I 1 I I I I 1 I I I I 1 I I I I I I I I I I l M I I I I I I I I I O I I I I I I I c`�iao00 I I I I I 1 I I Q �- vMo I I I I l I I I I C 7 01 LO Ln I ! I 1 I I I I ��r- ! I I I I I ! I I EXG LEACH FIELD TO � ! I I I I I I I I z BE ABANDONED, v z z v 0,0, !- O b U' �pCVCV na •--, 1f1 W" I I 1 I I I I I I NOTE; L1J N Q o x L"� � I 1 I I I I I I I z xaLL I I I I I E ( I I 1 . ALL EXI5TING POTABLE WELLS HAVE BEEN 0 I I I I ! ! I I I DETERMINED / FIELD REVIEWED TO BE IN w I 1 i I I i i EXCESS OF 100' FROM THE PROPOSED SEPTIC o I ! I TANK SYSTEM AS NOTED. w z I I I I I ! I I I 2. ALL EXISTING AGRICULTURAL WELLS HAVE a I I I I I I I I I UNDEVELOPED AREA. BEEN DETERMINED / FIELD REVIEWED TO BE IN a ! I I I I I I I I EXCESS OF 50' FROM THE PROPOSED SEPTIC L TANK SYSTEMS AS NOTED. o z I I l f I I I I 3. ALL PLUMBING 15 TO BE IN COMPLIANCE w,n I I I I I I I WITH THE 2007 CPC. z l ! ! I I I I I I I 4. REFER TO DETAIL 12/2 FOR THE TYPICAL F ! I I I I I I I FRAMING REQUIREMENTS OF THE SUMP PUMPS' & I I I SEPTIC TANKS" MANHOLE COVERS. �NGZpAEER r l a ?PY CO 0 O v O LEGEND r Z M I\ J 4 - REMOVE EXG 3.000 GALLON �`" v - a REMOVE. t0 CLEAN OUT AT FINISH GRADE. z SEPTIC TANK, DOSING TANK ti! INV PIPE INVERT. Eu kJ [ 2 V O 0 CL AND ABANDON MOUND PER RIM TOP OF RIM. " - - � z w POC POINT OF CONNECTION, n F_ —) SAN JOAQUIN COUNTY SSJB SANITARY SEWER JUNCNON BOX. SCALE: j REQUIREMENTS. 55 SANITARY SEWER. E ' ��31J32i ix �n� L 700 0o•P1 — FILE: _ 1 W M 1 1 I 00.00- INV DESIGNATES AN EXI5T1N3 ELEVATION. a 1111 � DESIGNATES A NEW ELEVATION. � a 1 1 1 1 ► DESIGNATES A SEWER LINE WITH SIZE on l I I 1 ► 4"55. (5=0.015) & SLOPE NOTED AS REQUIRED TO MEET u DESIGN INVERT ELEVATIONS, ALL lz I 1 I I ► �'l/�, IXISTING LINES ARE TO OE ABANDONED 10 ALARMS : EXISTING CONTROL PANEL 1111 ► SHALL BE MODIFIED BY THE OWNER3 55FM DESIGNATES A PRESSURIZED 5CH 40 PVC a " - SANITARY SEWER FORCE MAIN WITH SIZE z z 1 1 1 1 TO INCLUDE HIGH WATER ALARM & NOTED. Lu Q O PUMP FAILURE ALARM FOR SS PUMP V® DESIGNATES AN EXISTING VALVE BOX. ti 1 I r SUMP # 1 � DESIGNATES AN EXISTING FLOW METER. Q II11 ► Ij N IIII /1� An IIIc 1O ►x D z O t2 Lu J NORTH w V O I i I I 1s REF. 1111 ' .h ENLARGED LAYOUT � z `� 1111 ►o � O 0 � a z ►co �, � SCALE: 1' = 20.0' � LLJ (4) EXG 3'SSFM TO 1 1� 1� ! ov 2: BE ABANDONED. 1IiI ►q OWNER 15 TO PROVIDE REMOTE UNDEVELOR AREA } � zW U 0- ►O ALARM FOR LEACH FIELD SUMP L] 1� 1 c� y� a r-- z Q 0 1 I I [ 1Z PUMP IN EXISTING CONTROL PANEL. Ln Lu m Luo 1 1 1 1 ► ° ' In Z III 1 EXG SS PUMP SUMP #)I . REMOVE AIND w Q O LLQ m LL1 III 1 ► REPLACE EXG DUPLEX PUMPS. REFIER r(. a �(� a — :2: 0 � I 1 TO- SUTTER HOME WINERY DRAWINGS. ., r� ` oO V SSJB 24 z BOX = 1 S ° 1 JJJ ---TOPOFk— z V Q = Q >- 18.00' EL. 1 � z 1 I ---BOTTOM OF 3'55FM (BY OWNER) • �^ " F 3' FM / (2t .1 /40. CON U T.(BY OWNfa) U UNDEVELOPED AREA. BOX = 5.50' ,L . . . . . . . . . . I I 1 EL. 1 ---REFER TO POC I I I SUTTER HOME V $ Lf) �- w —� III 1 WINERY DWGS. (4)3'SSFMO� Pf (2) 1 1/4" CONDUIT r LLJ r-i 1 -,0 II - -M M (BY OWNER) . C :�i: C 10 V W o O D co a i�5.50 NV 4.50' INV x 1 Ll_ Lu c) :E: Ln5.25 •' ' INV �('?� A3 3-s5FM 4'55, (5=0.02) z rp7 � � 11 �� z CAPPED _ _ UNDEVELOPED AREA. . . �L FOR FUTURE 0 4.70' INV 1 .500 GALLON MINIMUM IAPMO APPROVED FRP I1 '` ui• TIE-[N. o TRAFFIC RATED SEPTIC TANK BY XERXES CORP. . � I SCALE: 1' = 1' -0' � , • O OR EQUAL. SEPTIC TANK IS TO BE INSTALLED ' POC +I�+I' ''.h�� ,,,' POC AT i I N COMPLIANCE WITH MFR'S RECOMMENDAT I ON5 & — FILE: _ o�c • • z I— 4• � GUIDELINES. REFER TO SUTTER HOME WINERY r.� � F_ O V 'S INV. x r- DRAWINGS. r,z w 6.00' INV .o U '� Q (2) EXG 3'55FM POC Nk-LPOC (WERIFY) i■r o LU I— (2' --- � 4'55. (5=0.015) CO �-m W Q -- (ABANDONED / � � o z v z O O ,•� •� ��f SIG' n;z a- CL O J U LL ■M EX 15T I NG EX I 5T I NG rn o 41 Ln M MOBILE MOBILE ;n I OFFICE tn z OFFICE EXG PAVED z REV DATE BY .x PARKING a /• x• 'w LOT. ■ aJ TLAW w■ FROM EXG 55 PUMP I REFER TO DETAIL 3/5 FOR THE ■ - 3-SSFM /=(2) 1 . SEWER FORCE MAIN LINE 8/4" CONTINUATION OF THE SANITARY ? SUMPS 02 & (#3. ' � LUNVUIT tBY OWNER) z s w w ELECTRICAL CONDUITS TO THE p DRY GOODS & � • r � CRUSH OFFICE. V V L o w EAST. , 0 PRESSURE ow a> + ' ¢ CLEAN OUT. . w a i P❑ TYPICAL. � � a O O V LL N LL w zo DRAWN BY DLW /I� CHECKED BY EH a z DATE 05/26/10 o EXISTING SITE PAVEMENT. • ILn EXI5TING SITE PAVEMENT. o !u� a SCALE AS NOTED LL vv'i• •x ,n R • I�� n PROJECT EXISTING SITE PAVEMENT. w .wEl a 09 - 0 ,34 T�` EXG 3'55FM FROM EXISTING 55 PUMP `— • - SUMP q4. GUARD SHACK & SHEET NUMBER FROM EXISTING - - . . �• • SCALE HOUSE. MAINTENANCE BUILDING 3 ENLARGED LAYOUT I2 SCALE, 1' ; 1'-n" 4 FILE: _ FILES: 034, 034E. ENA. ENS NOTE ; COUNTY ? PROJECT ' 5 DRAWINGS , 1