My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SU-2756
PublicWorks
>
VAULT MAPS
>
Subdivision - SU (GIS FILES)
>
SU-2738-2912
>
SU-2756
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/8/2024 3:42:46 PM
Creation date
10/8/2024 3:42:40 PM
Metadata
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
Page 1 of 1
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
i <br />V <br />I <br />To pump house pressure sWltch — <br />Sns�all %' fears- water gauge 3'-011 <br />Stencil H.W,L. L.W.L on tank <br />behind gauge. Place <br />guard over jdcls}tc slch+ <br />�ub¢. ConhrnCo Tndus+rla5 <br />No, 20-104-03 cornplatc �2 <br />bras tufa valvas 4 I/z" <br />d rc.�n Cock C+ iJot�',pm, <br />104 Schedule 4o Steel <br />to Well <br />Air Relief <br />Air Vent Extended 3/4" pipe to <br />low water level. Extend discharge <br />line to 12 "± obovegrade, <br />INSTALL <br />II <br />�I <br />II <br />�I <br />I I <br />I <br />if <br />II <br />Try <br />N , <br />1011 Gate Valve 1___-4',K_7' <br />i__4'x7• <br />�r1ru2� bUClr, <br />Gc� <br />X4 <br />0 <br />Existing <br />0,000 Gollons <br />Tank <br />4"Gate-Volve 11 <br />it <br />Install 411 �•—_ <br />drain <br />EAST SIDE ELEVATION <br />2" Pressure Relief Valve extended <br />2" below low water level •-p'Ipe 211 <br />discharge to 1211 above grade. <br />I ,ZA/S TA L L <br />_ _ - - �_ To Main- <br />0. <br />< � Existl0"water <br />I � I <br />I � � <br />— . To Moir? <br />PLAN VIEW PRESSURE TANK <br />0 <br />4'PVG - <br />Muff ler III <br />plastic filler <br />Support <br />Screen per I <br />I lrrtlth De(1C.� �) <br />N <br />T<ink <br />ZZ"Thrust blocks <br />SOUTH SDEVATIO <br />x 6"x 24" Long Galv Steel Strap <br />10"Ducts le Iron Pipe <br />TC> <br />3.-w4ru IS" Total G- - �\ <br />• - Ys � 10" Ga1V. 80115 <br />f -1 <br />rn <br />' I• U <br />• a <br />i' m r �. <br />U I <br />� v L <br />• C i 8 it <br />Ff]cC T;otai 6 - •• <br />' L <br />' I " -04 Bars Total 6 <br />rin'ie,h Glade, <br />AILI <br />C� <br />Olt .. <br />. ,. <br />3'-r' <br />SECTION B -B SECTION A-4 <br />PIPE SUPPORT DETAIL <br />cle 61 bow <br />I0"Got¢ ""(v <br />w/hartd wheel - <br />1n "Sensus Turbo Meter <br />h' Lorknole I_Id <br />Oresaler Coupling <br />_Chlorine Feed Line <br />check No we <br />\ 4"Vacuum k'e1le4F Vnlvo <br />\ -sample CocK_ <br />w <br />NO. , DATE I REVISIONS BY DESIGN DRAWN BY APPROVED BY: Henry M. Histo RCE No. 212,:8 B A U M B A C W & PIAZZA <br />11/12/43• REV15E SS GRADE -ROSEWOOD WY. E.S. <br />19 CIVIL ENGINEERS <br />SURVEYORS <br />SUBMITTED By/ /�� 323 W. ELM ST. LODI. CALIF. <br />R.C.E. 19638 PATE -� //%ZZf-� hs,, I li 95240 PH: 20B -366-669B <br />r. __. <br />__ ... . �.._.. ,�.:_ ._ .M �- _._ ,_ I,.�r-. <br />'? u <br />tit,. <br />WELL SITE DETAI L <br />BACTERIOLOGICAL SAMPLING TAP <br />OETAI L <br />Sampler Housing: Position samplerExcept inside <br />housing so door opening is towards 1/4 Plate steel grind edge of � <br />street. Sampler is to be located 18" all outside edges smooth. housing 1' /8' <br />behind sidewalk or 6' behind curb Except inside <br />or edge of pavement where edge of door 1/8 <br />no sidewalk. / <br />Concrete footing, non Door shown in -- <br />reinforced min. partially open <br />2000 psi concrete position. <br />Gooseneck liquid dispensing assembly, Harringgton #261MFI <br />or equivalent 3/8" pvc sch. 80 gooseneck, 3/8"-1/4 <br />turn Ball valve, pvc. 150 psi rating, 1/2" pipe threaded <br />entrance end <br />Ground all outside 1/4" Thick steel lop plate <br />edges smooth /—r7 - <br />Pv <br />O <br />Door (open position) <br />1/2" union -i <br />I � <br />Sampler housing \ <br />b <br />1/2"x3/4" reducer-----/�'— <br />BACTERIOLOGICAL <br />SAMPLING TAP DETAIL <br />Slope concrete away - <br />from sampler at to <br />40:1 on all sides. <br />10 1 <br />/ <br />3/4" sch. 80 pvc pipe <br />Double strop saddle — <br />tap for 3/4" tap. <br />Ford type FS202 <br />Water distribution — <br />main (size and <br />location varies) <br />L4 <br />1/8" lhk, base plate <br />Lock out <br />3/4" sch. 80 pvc pipe <br />1/2"0 drain hole <br />° v 3/4"-1/4 turn pvc ball <br />valve. 150 psi rating <br />Z <br />BACTERIOLOGICAL <br />SAMPLING TAP SECTION <br />1/2" gravel loosely packed <br />3/4' corporation slop. <br />Ford type F1002 to be <br />compatible ./saddle tap. <br />" WINDWOOD" SUBDIVISION <br />UNIT NO. Z <br />SUBDIVISION IMPROVEMENTS <br />SHEET\2 OF l Ol — <br />JOB NO 8888-2 <br />1 <br />ENO` G-1047 ; <br />Main sampler <br />C`�//�• <br />housing <br />1 /2" <br />1/4• <br />R <br />1/T, Typ <br />PLAN VIEW <br />1/z" 1/2 <br />1/8" thick steel base plate <br />DOOR LATCH DETAILS <br />of bottom of door <br />NOTE: Padlock not shown <br />1/8 <br />Maximum allowable space <br />Typ. each 1" <br />—between sampler housing <br />side 1/8 2-4 <br />and door 1/18' on all <br />sides, except hinge side <br />— <br />45' <br />, <br />See detail above <br />b <br />t,n <br />V <br />1/4"3 inside dia. sized for Q5 <br />"Master Lock' shank (padlock <br />not shown) <br />1 1/2 - <br />Flat butt steel hinge <br />a <br />Sampler housing 10" nominal <br />diameter steel pipe(10.75" o.d. <br />running the len th <br />the door. 1/49 pin, <br />10.25" i.d., 0.25" wall thickness). <br />1/8" casing and bracket. <br />NOTES: <br />1. Interior and exterior shall be spray pointed with CR -1 coating prior to installation. <br />Color shall be silver and approved by <br />the Engineer. One exterior finish coal shall <br />be applied after installation. <br />2. Contractor shall provide one padlock <br />for each sampling tap as approved by the own^, <br />BACTERIOLOGICAL <br />SAMPLING TAP <br />Gooseneck liquid dispensing assembly, Harringgton #261MFI <br />or equivalent 3/8" pvc sch. 80 gooseneck, 3/8"-1/4 <br />turn Ball valve, pvc. 150 psi rating, 1/2" pipe threaded <br />entrance end <br />Ground all outside 1/4" Thick steel lop plate <br />edges smooth /—r7 - <br />Pv <br />O <br />Door (open position) <br />1/2" union -i <br />I � <br />Sampler housing \ <br />b <br />1/2"x3/4" reducer-----/�'— <br />BACTERIOLOGICAL <br />SAMPLING TAP DETAIL <br />Slope concrete away - <br />from sampler at to <br />40:1 on all sides. <br />10 1 <br />/ <br />3/4" sch. 80 pvc pipe <br />Double strop saddle — <br />tap for 3/4" tap. <br />Ford type FS202 <br />Water distribution — <br />main (size and <br />location varies) <br />L4 <br />1/8" lhk, base plate <br />Lock out <br />3/4" sch. 80 pvc pipe <br />1/2"0 drain hole <br />° v 3/4"-1/4 turn pvc ball <br />valve. 150 psi rating <br />Z <br />BACTERIOLOGICAL <br />SAMPLING TAP SECTION <br />1/2" gravel loosely packed <br />3/4' corporation slop. <br />Ford type F1002 to be <br />compatible ./saddle tap. <br />" WINDWOOD" SUBDIVISION <br />UNIT NO. Z <br />SUBDIVISION IMPROVEMENTS <br />SHEET\2 OF l Ol — <br />JOB NO 8888-2 <br />1 <br />ENO` G-1047 ; <br />
The URL can be used to link to this page
Your browser does not support the video tag.