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, I STORM WATER BASIN I I I EXISTING PROCESS \ WATER PONDS LIMITS OF WORK tA I I i i \ I FIRE PUMP HOUSE, SEE II I I I I ^ CIVIL PLANS I MH ARCHITECTS tI \ IIIIIIIII �. I t �. __ —_ — I— Zio 4studio #26 I — V 3 j si•. Cart¢ �;..r�,r ?31a1tJi° t I _L/ 1, _Pr =<<` a _�= ` �_ < < —�� < Fw-- r�-` Fw Fw—� Fw— en rw—Fw rw— �v— Fw rw c —cw—Fw— rw— �" I I CONNECT TO EXISTING I I �7>.; � — ,r — < > —�<= <� — - - - - l t2�attttC xarn < Fw— Fwl—Fw— FwFw— Fw aw Fw �'rw— Fv„— rime— —'r�" ' > >cw—'r�"—>�T"— �Lv— Fn'— a"—r1"—Fw= ^'—Fw c`` Fw— rtiv=Fw Fw— I WATER SUPPLY PER i L§'I7 �3... iJ'�..�t f''1 1, 377 J19 I FIRE PROTECTION TANK, OWNER'S DIRECTION y rnsdrawin9istheprope yotMH t 111 j � I SEE CIVIL PLANS + or in Any unauthorized is / - - - - - E permission i l I Architects.Any unauthorized use in part I 7 prohibited. "I - - - - --� - - - - - - - - - - - - - - - - -I- - - - {- - - - -- - -� - - E - - - - - - -I- - - - - - - - - - i�� w - - - " Kennedy/Jenks 1r _.__.._ ____.._ _ .._ _ _. ._ ._ ENGINEERS&ConsuftsCnft STS 303 II ........._..._......_._..,_....._._.__..._.,,.. _.......... .........._.._._..,I ....... ._.._._._.,,_,,....�_......_ .._ ...... -Y- ^-- ! SAN SECOND UISCO CATS 107 SUITE 300SOUTH STORM WATER PUMP STORM WATER I I I SEPTIC PUMP I I I �. TANK SST-1 STORM WATER PUMP — — — — — — — —,— -- — — — — FAX(415)898-0999150 / STATION PS-B9, SEE I PUMP STATION I II g I i DETAIL 1/SS-9 STATION PS B2 SEE _.... CIVIL PLANS s PS-B1, SEE CIVIL PLANS I ____��,__ —. -�.____ .—_.-.---.--I---- ----------------- ----- I I I I f SEPTIC I I CIVIL PLANS I I I II I M I^ PUMP I l I I I I �€ I / I I TANK I r STORM WATER PUMP EXISTING WINERY FACILITY I SST-2 I I I I s =F_ STATION PS-B7, SEE DETAILI — I tj CIVIL PLANS A,A 1 THIS DOCUMENT.INCLUOINS THE INCORPORATED OESI3N9.IS AN INSTRUMENT OF SERVICE FOR THIS --1 \ SIC-_ a " i I I € j P ROJECT AND SHWITHOUALL NOT WRITTENUSED FOR ANY OTHER SII i - - - - - - - - - - - - r �I r/77// " I I I I I of xErvrvsovuENxs corvsmTANTs,q. NOTES: I i i i i � I ' o Q�OF ESS/p� " PARKING 1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN I II LOT I � ACCORDANCE WITH THE LATEST EDITION OF THE I I F. l i i i i i i I I I i I I SAN JOAQUIN COUNTY IMPROVEMENT STANDARDS. eczo� �LLII I I — ^ LL 2. SURVEY COMPLETED BY QUARTAROLI & I^ ASSOCIATES IN APRIL 2017. HORIZONTAL CONTROL I I No. C61765 m AND COORDINATE VALUES ARE BASED ON THE 1 Ex 6/30/19 I" 11 NAD83 CALIFORNIA STATE PLANE, ZONE III. Ij) I `,1V1� I^ I I I I I I VERTICAL DATUM IS NGVD 29. ' 1 J'I91 �Q 3. S.S.J.I.D. BENCHMARK USED IS S.S.J.I.D. POINT 13151 I trOF cAt AREA B, i i ' ' I I � I IA I I I (MCR SURVEYED POINT NO 13251). THE I BENCHMARK IS A NAIL & SHINER ON TOP OF SEE SHEET AREA A, I S.S.J.I.D BOX AT THE EAST END, AND MEASURED AT P I" SEE SHEET I 1^ — SS 3 SS-2 I ( I I 37.40 FT NGVD 29. I # 1 ATE AND I I 4 BASED ON DRAWINGS PROVIDED BEXISTING FACILITIES ARE Y THE OWNER. *K Z ^ I EXISTING FACILITY DRAWINGS DID NOT CONTAIN oI I I� I i GEOGRAPHIC INFORMATION. EXISTING FACILITIES ' Z U SHOULD BE CONFIRMED IN THE FIELD. ^ I I I I I I 5. SOIL PREPARATION FOR GRADING SHOULD BE I It of SIV Ij III LL BY BER OGAR STEVENS&ASSOCIATES, INCLUDING I I I W U THE FOLLOWING: 11 5.1. I I i i r" LL SOIL WITHIN BUILDING PAD FOOTPRINT SHALLU BE OVER-EXCAVATED TO A DEPTH OF 3 FEET I I � 0 W µ STORM I I I ^ Ai BELOW EXISTING GROUND SURFACE THEN ( I j LL O WATER I SCARIFIED 1 FOOT AND COMPACTED. FILL TO I JLL i PUMP SUBGRADE ELEVATION FOR THE BUILDING PAD Q I SII I STATION I I I I I I I I WITH ENGINEERED FILL. COMPACT TO 93 I ' ( I~— " PS-B5, SEE ( I ^ PERCENT BENEATH BUILDING FOOTING Z CIVIL PLANS ROOF LOCATIONS. I I PANNEL I A 5.2. SOIL NOT WITHIN A BUILDING PAD FOOTPRINT (TYP.) i SHALL BE OVER-EXCAVATED TO A DEPTH OF 3 LL�I I I I WINERY I FEET BELOW EXISTING GROUND SURFACE THEN SCARIFIED 1 FOOT AND COMPACTED. Ili t I" BUILDING _ I 5.3. SOIL SHOULD BE MOISTURE CONDITIONED TO _ _ CONNECT TO EXISTING AT LEAST 2 PERCENT ABOVE THE OPTIMUM I I SII - - MOISTURE CONTENT AND COMPACTED TO AT PROCESS WATER LEAST 92 PERCENT RELATIVE COMPACTION. I I 1 III `�� I i i I I i LL SUMP PER OWNER'S " I I DIRECTION I � iii u III I i 1 SEE SHEET I IPIAl a I ! I I _ - • - - • - - �-- - -� • - • - • - - • - - . - . - - - - . - AI 70 SS-4 � i � - � - T . � . I I I^ t - STORM WATER I I I I I Q •� SII \ I PUMP � STATION VIII ; � m III PS-B4, SEE I _ CIVIL PLANS At a I I I O I� I - I I I A I I w � `�°� i I I " i ; I i III APPROXIMATE I I I I 4 LOCATION I I Al LO qql i I 1 /SOL LO I I I OF EXISTING I I I / IJP 0 SSJID LINE SEPTIC LL i ' SII `. \ I SST'36ANK I I " III I I I O V i I \ r , , I" \ I 1D/33A9L 1 1 ^i I I I Q U a. \ U o U N ' Sto A TORM WATER PUMP \ SEPTIC _ I I I '^ V CAI I I, STATION PS-B8, SEE \ v, CIVIL PLANS I PUMP TANK \\\ SST-3A J N I I SII 0 � AREA D, DETAIL � STORM WATER PUMP � 7 STATION PS-63, SEE L I AREA E, I 1/SS-9 I \ CIVIL PLANS I W 'C � (� SEE SHEET I i N 5 SII — — — \moi SS-6 SEE SHS ET LL r G Q za ' I �--- . — — . — — — ---- --------- _ _ _ _ _ — — — — — — — > — > / I REV DATE _ _ "� �` —" ` PERMIT SUBMITTAL 1/27/2017 W i I ' ' �/ _ _- _ -_- - - 4- _ - - _ - - - - - - - - - - `Fw`— __`Fw