My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SU-4187
PublicWorks
>
VAULT MAPS
>
Subdivision - SU (GIS FILES)
>
SU-4177-4289
>
SU-4187
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/15/2024 12:05:11 PM
Creation date
10/15/2024 12:05:09 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
HYDRO PNEUMATIC TANK WALL <br />4'- <br />3'-1 <br />'3'-1 1/16"- <br />-2'-7 <br />/16"- <br />-2'-7 1 /16" <br />- 4' <br />-3'-1 1/16" <br />2'-7 1/16"- <br />4 1/2 <br />1 <br />8"X 8"X 8" TEE <br />REVISIONS <br />WONG ENGINEERS, INC. <br />PLANNING ENGINEERING SURVEYING <br />}lpJ{ 4578 FEATHER RIVER DRIVE, SUITE A <br />STOCKTON, CALIFORNIA (209)476-0011 <br />L �07/13/07 48717 <br />DATE R.C.E. <br />JOB NO.: 3553 <br />LAS PALMAS ESTATES SAN JOAQUIN COUNTY, <br />CALIFORNIA <br />SHEET <br />0 <br />OF FIFTEEN <br />No. <br />DEscRIPnoN <br />DATE <br />BY <br />DATE: JULY 2007 <br />/ VALVE <br />SCALE: NOT TO SCALE <br />ALL SITE DETAILS <br />DRANM: AA <br />2 <br />8" SCH. 40 STEEL PIPE (TYPICAL ® RISERS AND ABOVE GROUND). <br />CHECKED: ZCW <br />! <br />3 <br />8" GATE VALVE W/HAND WHEEL. <br />XfGATE W�GATE <br />VALVE <br />4 <br />DRESSER COUPLING <br />VALVE <br />5 <br />8" SADDLE CLAMP METER. INSTALL PER MANUFACTURE'S RECOMMENDATIONS. <br />TRUBOLT - <br />1/2"X9"X7'-1/8" <br />6„ <br />(CENTER) <br />3/4" CONDUIT <br />6 <br />CONCRETE PIPE SUPPORT ASSY. SEE SHEET 3 FOR DETAILS. <br />RAMSET/REDHEAD <br />7 <br />INSTALL THRUST BLOCKS PER SAN JOAQUIN COUNTY STD. DWG. NO. CW -W4. <br />3/4" DIA X 7" WEDGE120V <br />O <br />CONCRETE FOOTING <br />SUPPLY <br />8 <br />INSTALL VALVE BOX PER SAN JOAQUIN COUNTY STD. DWG. NO. CW -W5. <br />ANCHOR (4 PER BASE CONCRETE FOOTING <br />9 <br />2" DIA. PVC MUFFLER ON AIR VENT LINE. <br />PLATE) <br />10 <br />8" DIA. BYPASS LINE (ALT. PIPE) <br />DETAIL A SIDE VIEW — DETAIL A <br />11 <br />CLASS "B" CONCRETE TANK SUPPORT STRUCTURE. SEE SHEET 3 FOR DETAILS. <br />NOT TO SCALE NOT TO SCALE <br />12 <br />5/8" BRASS WATER GAUGE, CRANE NO. 610 W/36" CENTERS COMPLETE W/2 GATE VALVES AND PVC <br />GUARD OVER PLASTIC SIGHT TUBE. <br />13 <br />1" GALV. PIPE TO PRESSURE SWITCH AND GAUGE IN PUMPHOUSE. <br />GATE VALVE <br />TO WELL <br />12"X16" MANHOLE 1 O <br />17 <br />14 <br />AIR COMPRESSOR: AIR RITE MODEL NO. 610, OR EQUAL. <br />I 1 <br />15 <br />3/4" AIR VENT, APCO NO.144 W.D. EXTEND 3/4" PIPE TO LOW WATER LEVEL. EXTEND <br />DISCHARGE <br />I� <br />LINE TO 12" ABOVE GRADE. PROVIDE 2" PVC MUFFLER AS SHOWN. <br />16 <br />2" PRESSURE RELIEF VALVE, BAILEY NO. 118. TERMINATE 2" DISCHARGE PIPE AT 12" <br />ABOVE GRADE. <br />17 <br />3/8" STEEL BAFFLE PLATES WELDED TO TANK WITH 1" DIA. HOLE AT BASE. <br />FLAT BASE MOUNT <br />18 <br />4" DIA. DRAIN LINE W/4" DIA. GATE VALVE W/WHEEL RUN PIPE TO DISCHARGE SUMP. <br />(SCH. 40 <br />18 11 <br />STEEL) <br />2" AIR GAP <br />SEE DETAIL A <br />19 <br />10,000 GALLON HYDRO -PNEUMATIC TANK. <br />FINISH GROUND <br />SEE DETAIL A <br />20 <br />INSTALL SAMPLE TAPS WITH 3/8" BALL VALVES. <br />21 <br />1" WATER LINE FROM TANK DISCHARGE LINE TO EMERGENCY EYE WASH/SHOWER. <br />1 <br />EXIST WELL HEAD <br />CHLORINATION CONNECTION <br />60 PSI PRESSURE REDUCER AND <br />8" CHECK VALVE <br />VACUUM RELIEF VALVE <br />9-\ <br />WELL HEAD �Il <br />/ II <br />�J II <br />F- <br />I <br />800-227-2600 <br />48 HOURS PR/OR TO *VRK OPERA 770N' <br />0 <br />31E=BE <br />I I II II I 1 <br />I I II II I I <br />I I II II 1 1 <br />1 I II 11 1 1 <br />1 1 11 ) I 10 BYPASS <br />A I TO MAIN <br />O <br />O <br />-% <br />2 <br />4' MAX <br />3 <br />• W I l V l L ;) <br />• <br />PRESSURE TANK <br />FINISH GROUND <br />NOT • SCALE <br />NOT TO SCALE <br />MIDDLE <br />U QROFESS/ON <br />z <br />w NO. 48717 <br />K DPW& 9-30-2008 � <br />OF C A��F <br />PIPING ELEVATION — WEST VIEW <br />NOT TO SCALE <br />_VE <br />AND <br />( EYE <br />BOER <br />PE <br />?RACKET <br />NISTRUT <br />;TREET <br />AAInnl C <br />PIPING ELEVATION — EAST VIEW <br />NOT TO SCALE <br />UNAUTHORIZED CHANGES AND USES: <br />THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR <br />LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL <br />CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY <br />THE A OF THESE PLANS. <br />REVISIONS <br />WONG ENGINEERS, INC. <br />PLANNING ENGINEERING SURVEYING <br />}lpJ{ 4578 FEATHER RIVER DRIVE, SUITE A <br />STOCKTON, CALIFORNIA (209)476-0011 <br />L �07/13/07 48717 <br />DATE R.C.E. <br />JOB NO.: 3553 <br />LAS PALMAS ESTATES SAN JOAQUIN COUNTY, <br />CALIFORNIA <br />SHEET <br />0 <br />OF FIFTEEN <br />No. <br />DEscRIPnoN <br />DATE <br />BY <br />DATE: JULY 2007 <br />SCALE: NOT TO SCALE <br />ALL SITE DETAILS <br />DRANM: AA <br />DESIGN: WE <br />FILE <br />CHECKED: ZCW <br />
The URL can be used to link to this page
Your browser does not support the video tag.