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V Z L.1. O NOD N o 00 Q � �Mo Lu N)1- � X U)r-t- 01 Lf)Lr) N Z z =v0,0• �' X •NN O�- M� LA w 00 Lu.J N 0 O LJX z In '+XCLLLL 2 LA W 0 0 w v z a a a LL O r Z W N Z O V w T r r 7 O r s t�GZNEER Z N >w r M J o uW r? N > v W O Jr v Q W S Z x W SCALE: 1' = 1' -0" SCALE; 1' = 1. -0. SCALE: 1' = 1' -0' SCALE: 1' = I' -o" 0 — FILE; — FILE: _ — FILE: _ 1 — FILE: in J321 w r a v FROM GUARD SHACK EXG SITE Li Li PAVEMENT. m a TO 55 PUMP SUMP #1 I— — a z kn 1 w Q O ' W U 41 1 EXG PIPE RACK POST & uw, I—vi n O FOOTING. TYP, (REFER TO �T •S z O CL ADG'5 PROJECT #07-045) . } •S'� { EXG UNDEVELOPED AREA. W J TO SS PUMP SUMP #1 w U O Z W z - v 1 0��/ (r 7— � F-- r 0POC AT 5.30' INV. w �i 2,500 GALLON MINIMUM IAPMO APPROVED 4 I "FIELD Vi=R1F1 0 FRP TRAFFIC RATED SEPTIC TANK BY v �' XERXES CORP. . OR EQUAL. SEPTIC TANK POC I EXG 4'55 TO a '—' W U CL ir, I5 TO BE INSTALLED IN COMPLIANCE WITH ` �I ++ I BE ABANDONED. Z W z < O MFR'5 RECOMMENDATIONS 8 GUIDELINES. G, CO wl `❑) ❑) REFER TO SUTLER HOME WINERY DRAWINGS. [ r�1 x 1�% �� FROM SCALE HOUSE ExG 4'SS E-E �E I EXG 55 PUMP SUMP #4. REFER TO SUTTER u � m W � JJ ,1 LLQ ABANDON HOME WINERY DRAWINGS. INSTALL 2nd W Un z > 8.00'RTM ;1� ! �L� •�� i (DUPLEX) PUMP IN SUMP TO MATCH Q O W m W T _ _ _ _ __ r�t� S6•Rr 2.06' INV, 2,66* INV POC �C E IS ING REPLACE CONTROL PANEL (SEE h�0v U,o SPECS. SHEET ST 1 lcc N In a I z O u EXG LA 4'55 O EXG 4"SS No �L' I 4.00' INV, z U _ < C> — — ! a F— 1--+ r r L ^ _ _ - -- J o1 w EXG 55 PUMP SUMP #3. ❑) ❑) in r w U1 LL_ W I� � REFER TO SUTTER HOME INSTALL WINERY DRAW I NGS. ) 25'-0' 4' -0' N N 9.50'RIM 1 i ; w :E ~ 10 U PUMP IN SUMP TO 1I I 1 .500 GALLON MINIMUM IAPMO APPROVED w O 0 L Q MATCH EXISTING 8 EXG SITE � � Ln �, LL REPLACE CONTROL PAVEMENT. 1 O 1 FRP TRAFFIC RATED SEPTIC TANK BY Z PANEL (SEE SPECS. I_ J I XERXES CORP. . OR EQUAL. SEPTIC TANK u; SHEET STI ) . - I 15 TO BE INSTALLED IN COMPLIANCE WITH � { ( ❑ ) 4.3x1' INV MFR'S RECOMMENDATIONS & GUIDELINES. REFER TO SUTTER HOME WINERY DRAWINGS. O 4"55. I— \ r / CO 15=0.021 ! 0 EXG RAISED TANK PAD C0 1 W Q (REFER TO ADG'5 PROJECT #00-035) o W 12' 1 a W Q EXG ACCE55 I uj O z v z STAIRWAY, i 0 O O O I o l ? 1 z REV PATE BY EXG UNDEVELOPED AREA, Lu ul ! a I LLJ I NORTH REF. ENLARGED LAYOUT 0 0 5CALE: 1/8' = 1' -0' o x ut NORTH REF. Lu ENLARGED LAYOUT a W LL SCALE: 1/8' = 1'-0' DRAWN BY DLW NOTE; CHECKED BY EH NOTE: I . ALL EXISTING POTABLE WELLS HAVE BEEN n DETERMINED / FIELD REVIEWED TO BE IN 1 . ALL EXISTING POTABLE WELLS HAVE BEEN o DATE 05/26/10 LEGEND EXCESS OF 100' FROM THEPROPOSED SEPTIC DETERMINED / FIELD REVIEWED TO BE IN INV PIPE INVERT. TANK SYSTEM AS NOTED. LEGEND EXCESS OF 100' FROM THE PROP05ED SEPTIC a KALE AS NOTED POC POINT OF CONNECTION. TANK SYSTEM AS NOTED. RIM TOP OF RIM, 1 2. ALL EXISTING AGRICULTURAL WELLS HAVE INV PIPE INVERT. z 55 SANITARY SEWER. POC POINT OF CONNECTION,' BEEN DETERMINED / FIELD REVIEWED TO BE IN 2. ALL EXISTING AGRICULTURAL WELLS HAVE ,� 00.00'R EXCESS OF 50' FROM THE PROPOSED SEPTIC RIM TOP OF RIM. BEEN DETERMINED / FIELD REVIEWED TO BE IN w PROJECT !y TANK SYSTEMS AS NOTED. 00.0 55 SANITARY SEWER. EXCESS OF 50' FROM THE PROPOSED SEPTIC 00.00' INV DESIGNATES AN EXISTING ELEVATION. 0'Rly TANK SYSTEMS AS NOTED. DESIGNATES A NEW ELEVATION. 3. ALL PLUMBING 15 TO BE IN COMPLIANCE 00.00' INV DESIGNATES AN EX15TING ELEVATION. 09 - 0 ,34 WITH THE 2007 CPC. 3. ALL PLUMBING 15 TO BE IN COMPLIANCE DESIGNATES A SEWER LINE WITH SIZE DESIGNATES A NEW ELEVATION. WITH TME 2007 CPC, & SLOPE NOTED. 4. REFER TO DETAIL 12/2 FOR THE TYPICAL v EXG 3"55FM 4"SS. [5=0.021 DESIGNATES A SEDER LINE WITH SIZE . . . . DESIGNATES AN EX15TING PRESSURIZED FRAMING REQUIREMENTS OF THE SUMP PUMPS' 8 B SLOPE NOTED. 4. REFER TO DETAIL 12/2 FOR THE TYPICAL SANITARY SEWER FORCE MAIN WITH 51ZE SEPTIC TANKS' MANHOLE COVERS. FRAMING REQUIREMENTS OF THE SUMP PUMPS' 8 NOTED, EXG 3'55FM DESIGNATES AN EXISTING PRESSURIZED SEPTIC TANKS' MANHOLE COVERS, SHEET NUMBER SANITARY SEWER FORCE MAIN WITH SIZE NOTED. 3 ENLARGED LAYOUT 9 ENLARGED LAYOUT 3 FILES: 034, 0340, CCA. CCB. CCM, CCN NOTEVER I FY W I TH 5AN COUNTY ' ' 9 DRAWINGS ,