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—I —a <br />k . b9 RESPONSIBILITIES 14 .. o <br />REDWOOD HEADING FOR PAVING INSTALL 6' CHAIN LINK FENCE <br />OWNER: CONSTRUCT BUILDING, CONCRETE FLAT WORK &FENCING <br />(BY OWNER) SAN JOAQUIN CO, r — — -- — — — — — -- —� <br />o' STANDARD PLAN D -I2 CHIS D CROSS I I � <br />PROPERTY LINE xd GENERAL CONTRACTOR: GRADING. PAYING &DROP INLET CATCH BASIN <br />�q? 39.2 Compact Native 38.5 ,fro oL I ----------I <br />COMPACT NATIvE MATERIAL PAo Material -grade 117 ��o� GENERATOR CONTRACTOR: <br />TO SMOOTH AND GRADE R smooth 9 <br />39.40 <br />ADJUST VALVE PDXES d B 6 <br />EXfST TAP REQUIRED , I <br />TO 2" ABOVEFINIS,-----a lo"w --- 1. Verify compatlblllty of model of generator before ordering <br />T7 Nt <br />GRADE ��' z ��' li W.V. 2. All labor and materials to make generator and accessories serviceable as an I I o <br />1 "=10 �9� 5� / o o ^�� emergency power source shall be Included In bid. <br />�o b w�RV1C ? 3. To Install all wiring from transformer to, on and within the generator house, withNo <br />/ a w'1 5 �/ the f illowing exceptions: <br />/ z zo © 37 eoX a. WMne for the pump and motor <br />ATER o ~ ktsl3�Q 3�� 0 b. Items shown as 1, 2, 3. 5, 7 equipment, 9, 10,13 and 14 of "Detail Legend". <br />VALVE F— -V 4. Shall be responsible for providing a main control panel to satisfy the needs of the A A <br />iJALER i Edge of pavement ,�° a -- --- --- <br />�� / o o to Pump Contractor and the entire system. <br />f <br />LEGEND' a" I => 39.4 IF o �, o e� PUMP CONTRACTOR: ALL OTHER WORK & MATERIALS <br />39.1 EXIST GRADE N I PRESSURE STANDBY o /� m O <br />of I TANK tK 0� > GENERATOR HOUSE <br />�SLAB 50 o �� N <br />39.0 FINISH GRADE ' w v� SEE DETAIL <br />m <br />Q m <br />a �p � <br />v Uj0- meq, <br />li I SCH. 40 PVC <br />Y TANK DRAlp <br />c I TANK <br />0� <br />J <br />C I O o6E tij0o1� <br />C3 <br />= Edge of pavement WELL m See PUMPHOUSE FOUNDATION PLAN <br />Q) o >c0 "������ HEAD o Sheet? ,ro <br />x w <br />E A I 0� WROUGHT IRON GATE p w <br />0DESIGN BY SUPPLIERWITH A UST T P <br />S.U. CO. PUBLIC WORKS W.V. TO 36.0/ <br />°j APPROVAL P ICB`- <br />M Ek"SD2x4 Studs ® 16"o/c <br />0 OP <br />Io'374 •5'1' 2-#4 Bars, <br />BOW 38.7 3 -- `o -- _ G \ 37.36 o 2x4 Treated Sill Plate w%5/8" <br />�p \y . <br />9 6, % �ro m P�� 0o Continuous dia.00" A.B ® 48"o/c <br />00 CENTER WALL Ste' �hEz <br />S�p� 37.6 GFS eKe <br />A <br />DETA 1 L LEGEND <br />38.43 1 n s+al I 900 4/ "Co„ ik, if ` 4"Thick Class 'B' m <br />✓� Conc. Slab w/6x6W1.5 <br />Bow Disse I �" �I +a„ i, uckab}clO Chlorine Scale Unit, Pennwalt No. 50-345 with Control. Unit No. W.W.F. <br />All building construction labor <br />1"'14 lave; ,d,ca+oma, V -100A with 10 117/24 hr feed rate and Automatic Switch Over Unit <br />Include 200 Gallon -fuel No. V -100C. <br />�, 'rrloterlgls will be In compliance ( <br />with the u. B. G, t3ooster Pum /� /O O D O p, 9ta-Rite Model No. JHE3-63, Code (J8'1A,1 H.P. 12" <br />V V 2 <br />COP I D (j ED (mount 30" above floor) <br />Cover facia 4 door Round Rdwd. Vent 1 <br />trim wcolor of 0 each end. D <br />enamel. <br />L. - l 8 0 O <br />cocoa enamel. Cone. -rile over %zeplywod Booster Pump Control Panel <br />o <br />(Typical all door)a' 6" II' 6" SECTION A -A <br />2"x8"rofters 4 7-Y.&, ceiling jDlsts F Schedule 80 PVC Chlorine Injectlon Piping to water discharge line. <br />Dormer Ver) f -_s tz ® 24" O. C. �? G" Concrete Slab with Size per booster pump supplier recommendation. <br />` 2"x Fa double plate r --- - - - - #4 at 12" c/c E . W. <br />_I_ for fuel O Upright Tee with Pressure Gauge, Ashcroft No. 1000, or equal. <br />_ I -4_ - _+-- I Muffled exh0u5t-(> 4 f Florescent Light Fixture with four 4-01w lamps 6x6W1.5 W.W.F <br />X 90 Masonary Lap L -I ----- ---- 44'Louvered 0�-- 12" �I 1-#4 GRD 40 <br />Siding with Kelly z e" g KXXXXXX4 11 wallvent -0• Vandal Resistant Fixture with polycarbonate Ions and 100 w i I bar, cont. <br />Moore Exterior Painf 2"x4"redwood mudsill I <br />(P)wvest Gold or ao o w/l/2'x10"foundation boltso •�+ MoCion Sensitive Security Light T 4' <br />Sive i Idr�-�' @ 4' 0. C. - <br />o r9 u 6" <br />G 1/e Ms dt bade \� U i0 © Chlorine Room, finish North and West walls and telling with % 7 <br />" „ t5 9 v taped sheet rock. Any holes made by condult shall be sealed air <br />-Class A concrete 1 T' z,6" Asphalt <br />T I STANDBYENERATOR�_ tight I / P <br />mp �I <br />' x 6" Impregnated Expansion <br />_ - - m 3 O Storage Room, equip with 20#t fire extinguleher wtth A -B -C rating Joint <br />and wall mounted self contained breathing apparatus to be <br />WEST SIDE ELEVATION ,Typlcai all door o E\J O <br />Metal door with fixed 6' Concrete filled guard o -' � � o specified by Utility Maintenance Department SECTION 8-B <br />pin hinge and heavy PIPe <br />Hip n, `1 \� <br />Main Control Panel, Electrical Service, and Transfer Panel <br />duty hasp bolted <br />through door. �� 6 i O Booster Pump Circuit Breaker <br />ELECTRICAL NOTES <br />0 <br />1 10 - 3 H.P. Air Compressor,5wance Model GVI?201-236,20Ga1. Tank, mounted on <br />wood shelf 30" above floor' Prrovlde duplex receptacle at 40" above 1. All electrical work and equipment shall conform with Title 24, Part 3 of the Callfornia <br />I ' floor for power. Administrative Code, the National Electrical Code, OSHA Electrical requirements and <br />'� i : I • i 6 �o local county and utility requirements. <br />Na" Pipe with 24" Cover from compressor to pressure tank. Provide 2. Circuit bmaker for convenience outlet circuit shall be Qutcklag ground fault type. <br />o o two Na" check valves at compressor. 3. All equipment shall be grounded with ground conductor In the conduit runs. All <br />I grounds shall be Interconnected. <br />L_j• II 4 I2 M¢f¢r Gane( 4. All conduit shall bVC, e Bch. 40 PMinimum size 3/4". <br />„ 5. Conductors shall be copper with THW Insulation. Wire No. 10 and smaller shall be solid <br />- a- PP <br />&.1 -Vents No Vents in Chlorine Room — 8 0 0 C, -0 <br />13 Pressure Gauge and Switch conductor. No. 8 and larger shall be stranded. All control wire shall be stranded. <br />" 4'-2" 8'-2" Minimum wire size shall be No. 12 In the light and power systems and No. 14 for <br />' 12 -- -- -=- 14 Ohlorine Leak Detector and Alarm control. Grounding eonduetoro shall be Insulated. <br />Weother5tnp this door only GUARD POST SECT/ON SCALE: /"=4' 6. A standard um panel shall be Installed and the wiri connect) the panel to the <br />pump P ng n9 <br />-Q' <br />DETAIL PLAN V /EW 15 Standby Generator, source of power shall meet local ordinances. Provide adjustable timer for pumps. <br />SOUTH SIDE. ELEVATJ N,�, DETAIL <br />N0. DATE REVISIONS BY DESIGN DRAWN BY <br />Q 11/12/43 REVISE SS G2ADE- ROSEWOOD WY ES BAUMBACH PIAZZA WELL SITE DETAIL "WINDWOOD" SUBDIVISION SHEET OF 10 <br />iF CIVIL ENGINEERS <br />12\7-94 C3UILDIf.1G C,F}AnIGES TP SURVEYORS UNIT N0. 2 JOB No. oo�g_z <br />323 W. ELM ST. LODI, CALIF. <br />10-94- REMOVE HOSE BIB ES APP ED BY <br />SUBDIVISION IMPROVEMENTS FILE <br />/ �,I �% <br />R.C.E. ��G3� DATE � R7 <br />95240 PH: 209-368-8618 <br />