Laserfiche WebLink
X <br />Barbed Wlre DIST COUNTY ROUTE POST MILES SHEET TOTAL <br />Pay Llmlt for Pav Umlt for wGlkwGy only TOTAL PROJECT NO. SHEETS <br />Chaln Unk RG/lIng Bulldlng Work <br />A 10 Si 103 105 <br />X <br />X X <br />X Anchor w1re A 11 <br />It X Ail Af JA AO <br />Y, X I " VSVESS/0/1/4 <br />to wall REGISTERED CIVIL ENGINEER <br /><<1% <br />00 Control house ENNI D. PECCHI <br /><XX Wall 32049 <br />\Z�\z No. <br />PLANS APPROVAL DATE 12/31/96 <br />Exp. <br />IMBSEN & ASSOCIATES, INC. �k CIVIL <br />10) <br />>00\ 9833 Horn Road, Sulte C <br />Chaln Unk -Anchor fence Sacramento, Callfornla 95827 F C NO� <br />RG/lIng 3V2 max to Wall <br />clear <br />*4X21011 Verlfy w/th Mfgr <br />(For Ilm/ts of typ 2100 *5 tot 2 <br />rallIng see /YP <br />"Structure Plan - ----- <br />No.3" sheet.) V2 // dla. <br />6 Exp <br />anchor <br />X <br />ol 11: '' '' o <br />SIGN <br />6" GGIV. threaded ----------------- <br />X Note: Pump d1scahrGe QUANTITY SIZE INSCRIPTION I\XI\Al - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (-T-r <br />p1pe to be In max couplIng <br />2 2Nx 6" NONPOTABLE ... ...... <br />sIx foot sectlons WATER ............................................................................ <br />L-IN ----- ........ .... <br />V2 x1211x121" for Installatton. I fl kii ------ <br />Letter s1ze sholl be 78 " hlGh. <br />6" Galv. Sched. <br />base plate <br />(one on wall above Lavatory <br />40 p1pe <br />6" Schedule 40, one on wall near hose blbb.) K <br />p1pe x 6"(Y" WALKWAY SECTION J" XV4 *5 tot 2 <br />Q:�� GGIv bar typ <br />J <br />Submerslble pump 314 " d1a. bolt C 0�1 2 <br />&Y Elev.= -8.0 hex nut, beveled AIR CONDITIONING UNIT DETAIL C70 <br />12V2 " Std. Plpe Heavy dut H <br />washer, . y galvanlzed 0' <br />V4 P. �Y,6 > gratlng,,78 11x1V2 -*'xly8 "' c1c <br />z Fence Post (total of 4) <br />PUMP PERFORMANCE %~400 <br />-3 a. wl cross bars La 4""o.c. <br />Open bottom 0 A:1 <br />PUMPING RATE PUMPING HEAO <br />78 StIffner <br />holes (Tot. 4) ELEVATION GPM FT �8 <br />/P- L8 X 6 XV8 <br />IV2 -/-'0' /0 /00 oc: — r- <br />5'0" long <br />0 C Galvanlzed <br />0 <br />V4 "X4"IX2V2 -C4 up <br />OPERATING <br />/P- <br />gusset plate C) �116 or fullpen <br />CHARACTERISTICS <br />(Tot. 4) butt weld, <br />G Bur 1"48 11 Itack weld at <br />//J HP 11OV PHASE Jn C < <br />X--- Ut V2 0 �116 IYP <br />0 T-:�4 'A-1 I I j/ \every Jrd bar <br />a,%,. 0 Top Bott. C5x9.0 /it --)1 16 �/ <br />C: - ------------------ <br />PUMP SETTING <br />ELEV.- -7.0 W 00 CL <br />cc 'Y16 <br />0 <br />/4 <br />CC <br />C <br />-7 n- < <br />Threaded end Bar .............................. <br />6 X 6 XV4" GGIv plate DETAIL SECTION V2 "0 X 6" headed <br />WELL BASE DETAIL attached to eye bolt, w1th I V2, l'O' I V2 0' -'14 Bolt stud @ 12" O.C. <br />PUMP DETAILS double nuts, centered /n <br />NO SCALE plate. Mtn. embedment 5" 8 <br />GGlvanlze well seal V4 <br />base after fabrlcGtlon F8'0 901V EquIpment DETAIL SGnitatlon tank <br />shoulder eye bolt //ON <br />Room Clg �12N <br />Pressure <br />Pressure SwItch CABLE PULIJNG EYE BOLT <br />Gage Surge Tank, V2 co Hlnge to floor <br />,30 gal nomInGI plate and edge <br />of gratIng <br />X Hose ChGln Unk <br />1-1 Plpe thru ----------- <br />Blbb Wall RaIllng Coot 2" hInGe -------------- <br />Well FF V4 " X 18" X 4-'B" IIIIIIJIIIIIIH <br />A �12" 0 Std. Galv. <br />Seal Ga1v floor plate <br />V2 Safety Rellef ........ ................ <br />wl medlum lug 'rr -- <br />Valve pattern pipe 5 0"Long <br />PT Valve CW to WC <br />C\J 2 �2 --o > <br />9 <br />CW to Lavatory y - or V2 x IV2 x J <br /><�' tot 4 <br />HW to Lavatory 4110 ga1v p1pe sleeves Adjust relof to <br />allow p1pe sleeves . . . . . . a A DETAIL BrIdge Structure <br />see ElectrIcal Plans for <br />Water I V to 00 <br />Heater locatlons to pass between bars > 2 <br />WATER PIPING SCHEMATIC SU13AIARINE CA13LE ANCHORAGE 0, SECTION <br />NO SCALE 'Y4 0' C H 2 0 0' CONTROL HOUSE <br />X COUNTY OF SAN JOAQUIN - DEPARTMENT OF PUBLIC WORKS DESIGN a y CHECKED BRIDGE NO. <br />Senlor Encilneer Dote Api)r oval Recommended By Date G. DINI D. PECCIA I A PREPARED FOR THE DENNIS D. PECCOIA BACON ISLAND ROAD BRIDGE AT MIDDLE RIVER <br />DESIGN OVERSIGHT DETAILS BY CHECKED PROJECT ENGINEER 29C- 108 <br />1 B. SINGLETON T. TRACY COUNTY OF SAN JOAQUIN POST VILE <br />C FILE NAME DRAWER SHEET NO. BY CHECKED <br />SIGN OFF DATE OUANTIT�ES OEPARTMENT OF PUBLIC WOMS MISCELLANEOUS DETAILS <br />M. BERGER G. D I N I <br />REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF <br />ORIGINAL SCALE IN INCHES Cu DISREGARD PRINTS BEARING (1A <br />0 03 517-�6-?��10-221 1 1 1 1 1 <br />cc FORM DC--CE-92-PF (REV. 3/88) FOR REDUCED PLANS EARLIER REVISION DATES <br />Ul 0 1 2 3 EA CH5 CH5 <br />0F1 - � �92 --12 IA9 3 1 - 9 3 <br />r& 2—C) <br />ni.qrn not mo"nhnri n wnll V2 " Condult to pressure swltch <br />Pressure gauge <br />wlth 0-200 psl scale <br />Gauge cock <br />Llquld tlGht flexlble condult <br />6" x /' SanItary well seal <br />Well base <br />�12 Exp. Anchor (g" Block out for <br />bolts (4 total) well base <br />Elev.- 18.70 <br />T <br />