TECHITE WATER PIPELINE REPLACEMENT NUO LAT AY C T … · all requireme對nts, standards, and...

CALIFORNIA

DATER.C.E. No. 060311 - REGISTRATION EXPIRES 06-30-20SIMON N. GRAY

CALAVERAS COUNTY

APP DATEREVISIONSNO. DESIGNED UNDER THE DIRECTION OF:BAR IS ONE INCHAT FULL SCALE

IF NOT ONE INCHON THIS SHEET

SCALE ACCORDINGLY

0 1"

OF SHEETS

SHEET NUMBER

DRAWING NUMBER

SCALETECHITE WATER PIPELINE REPLACEMENT

DESIGN:

DRAWN:

CHECKED:

DATE:

DATE:

DATE:

COLEMAN ENGINEERING1358 BLUE OAKS BLVD

ROSEVILLE, CA 95678(916) 791-1188

SUITE 200

YTNU

OCSAREVALAC

TCIRTSIDRE

TAW SNG

WCJ

SNG

02-26-19

02-26-19

02-26-19 02-26-19

02-26-19

CALAVERAS COUNTY WATER DISTRICT

TECHITE WATER PIPELINE REPLACEMENT

IMPROVEMENT PLANS FOR

ISSUED FOR BIDS

SHEET C11

SHEET C10

SHEET C9

SHEET C8

SHEET C7

SHEET C6

SHEET C5

EBBETTS PASS WATER SYSTEM / BIG TREES SUBDIVISION

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FAX: (209) 754-1069

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PHONE: (209) 754-3543

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SAN ANDREAS, CA 95249

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P.O. BOX 846

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120 TOMA COURT

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WATER DISTRICT

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CALAVERAS COUNTY

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COVER SHEET

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G1

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17

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AS NOTED

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SITE

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PROJECT

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C A L A V E R A S

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C O U N T Y

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108

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49

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88

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4

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4

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120

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16

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ARNOLD

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IONE

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JACKSON

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SAN ANDREAS

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PINE GROVE

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SONORA

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GROVELAND

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ANGELS CAMP

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88

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120

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N.T.S.

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VICINITY MAP

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PROJECT MAP

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SCALE: 1"=400'

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COVER SHEET

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G1

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G2

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GENERAL NOTES, LEGEND & ABBREVIATIONS

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PLAN & PROFILE STA. 0+20-10+75

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C2

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CIVIL PLANS

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C1

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GENERAL PLANS

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%%UINDEX OF SHEETS

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C3

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C4

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C5

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C6

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N

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N

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PRV STATION-DETAILS

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C12

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PRV STATION-RELOCATION

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C13

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SECTIONS & DETAILS-1

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C14

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C15

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UNDERGROUND SERVICE ALERT OF NORTHERN CALIFORNIA

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1-800-227-2600

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BEFORE YOU DIG

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AT LEAST TWO DAYS

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DIAL TOLL FREE

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H I G H W A Y 4

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TANK NO. 8

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TANKS NO. 4 & 5

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BIG TREES SUBDIVISION

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OTTAWA DRIVE

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C7

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C8

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C9

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CONSTRUCTION SEQUENCING-1

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C11

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C10

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CONSTRUCTION SEQUENCING DETAILS

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S:\_PROJECTS\CCWD14-001 - TECHITE PIPE REPLACEMENT\CADD\G1 - COVER SHEET.DWG

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2/26/19

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MEKO DRIVE

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STA 69+10

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STA 29+00

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STA 22+45

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STA 60+42

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STA 52+00

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STA 40+18

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STA 13+35

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STA 8+89

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STA 0+20

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CONSTRUCTION PHASE BOUNDARY/CONNECTION POINT (TYP)

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MIDO WAY

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HOKAN CIRCLE

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SHOSHONE DRIVE

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BLACKFOOT CIRCLE

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OTTAWA DRIVE

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BIGFOOT CIRCLE

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No. C60311

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Exp. 06-06-20

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CALIFORNIA


CALAVERAS COUNTY



SCALE ACCORDINGLY

0 1"

OF SHEETS

SHEET NUMBER

DRAWING NUMBER


DESIGN:

DRAWN:

CHECKED:

DATE:

DATE:

DATE:


ROSEVILLE, CA 95678(916) 791-1188

SUITE 200

YTNU

OCSAREVALAC

TCIRTSIDRE

TAW SNG

WCJ

SNG

02-26-19

02-26-19

02-26-19 02-26-19

02-26-19

“ ”

“ ”

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FAX: (209) 754-1069

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PHONE: (209) 754-3543

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P.O. BOX 846

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120 TOMA COURT

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WATER DISTRICT

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CALAVERAS COUNTY

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GENERAL NOTES, LEGEND &

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ABBREVIATIONS

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G2

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2

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17

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NO SCALE

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MANHOLE

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STORM DRAIN & SIZE

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SANITARY SEWER & SIZE

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DRAIN INLET

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SD

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SS

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10

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x

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ELEV

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CENTERLINE

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RIGHT OF WAY

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PROPERTY LINE

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CURB & GUTTER

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FENCE

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x

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10.00

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N/A

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FL=

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FINISH GRADE ELEVATION

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SHEET DRAINAGE FLOW

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FLOWLINE ELEVATION

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SLOPE (CUT or FILL)

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NATURAL GROUND ELEVATION

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INTERMEDIATE CONTOUR LINE

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INDEX CONTOUR LINE

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FL=

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10.00

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FM

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FORCE MAIN & SIZE

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x

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x

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x

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x

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ABBREVIATIONS

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NEW

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(N)

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E

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IE

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PVC

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RCP

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SCH

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FL

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TYP

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MIN

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AB

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HP

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INV

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FT

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GPM

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EL/ELEV

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W/

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PE

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MAX

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SD

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OD

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REINF

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NTS

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DIA/%%C

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PSI

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SQ

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CLR

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EW

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OC

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MH

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CONC

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EASTING

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INVERT ELEVATION

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POLYVINYL CHLORIDE

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REINFORCED CONCRETE PIPE

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SCHEDULE

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FLANGED/FLOWLINE

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TYPICAL

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MINIMUM

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AGGREGATE BASE

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HORSEPOWER

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INVERT

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FEET

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GALLONS PER MINUTE

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ELEVATION

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WITH

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PLAIN END

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MAXIMUM

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STORM DRAIN

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OUTSIDE DIAMETER

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REINFORCEMENT

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NOT TO SCALE

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DIAMETER

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POUNDS PER SQUARE INCH

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SQUARE

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CLEARANCE

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EACH WAY

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ON CENTER

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MANHOLE

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CONCRETE

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NPW

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NON-POTABLE WATER

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FG

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FINISHED GRADE

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SS

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SANITARY SEWER

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WSP

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WELDED STEEL PIPE

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SST

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STAINLESS STEEL

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PROPOSED

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LEGEND

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EXISTING

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SECTION DETAIL LOCATOR

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DETAIL LOCATOR

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1

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M1

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A

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M1

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N/A

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N/A

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GSP

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GALVANIZED STEEL PIPE

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GR

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GRATE

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10.0

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PROP GROUND ELEVATION

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10.0

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N/A

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SD

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SS

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FM

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8

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N/A

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N/A

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N/A

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N/A

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10

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8

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GENERAL NOTES:

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ARV

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AIR RELEASE VALVE

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BFD

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BACK FLOW DEVICE

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BFV

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BUTTERFLY VALVE

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FF

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FINISH FLOOR

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GA

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GAUGE

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GAL

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GALLONS

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GV

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GATE VALVE

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WSE

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WATER SURFACE ELEVATION

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V

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VOLTS

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SF

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SQUARE FEET

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THK

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THICK

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UNO

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UNLESS NOTED OTHERWISE

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EA

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EACH

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IPT

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IRON PIPE THREAD

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REQ'D

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REQUIRED

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WWM

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WELDED WIRE MESH

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M

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MOTOR

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FLOW ARROW

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IRRIG

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IRRIGATION

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CONT

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CONTINUOUS

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DDCV

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DOUBLE DETECTOR CHECK VALVE

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FM

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FORCE MAIN

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WL

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WATER LEVEL

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PSF

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POUNDS PER SQUARE FOOT

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LF

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LINEAR FEET

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DIP

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DUCTILE IRON PIPE

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AC

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ASPHALT CONCRETE

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PCC

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PORTLAND CEMENT CONCRETE

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FIRE HYDRANT

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WATER MAIN & SIZE

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WM

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WM

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1. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE PLANS, NOTES, DETAILS, AND PROVISIONS AS SPECIFIED HEREON AND IN ACCORDANCE WITH THE PROJECT MANUAL AND TECHNICAL SPECIFICATIONS. ALL REQUIREMENTS, STANDARDS, AND SPECIFICATIONS OF ALL AGENCIES HAVING JURISDICTION OVER THE WORK SHALL BE DONE TO THE SATISFACTION OF ALL OF THE INVOLVED AGENCIES. 2. ALL WATER WORK WILL BE DONE UNDER THE INSPECTION OF ALL WATER WORK WILL BE DONE UNDER THE INSPECTION OF CALAVERAS COUNTY WATER DISTRICT (CCWD). 3. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND FACILITIES AFFECTED BY THE WORK AND SHALL CONTACT UNDERGROUND SERVICES ALERT (USA) 48 HOURS PRIOR TO ANY EXCAVATION WORK FOR IDENTIFICATION AND LOCATION OF UNDERGROUND UTILITIES. (PHONE: 1-800-227-2600) 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAND DIGGING THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAND DIGGING AND VERIFYING THE LOCATION AND DEPTH OF ALL EXISTING FACILITIES PRIOR TO ANY EXCAVATION. 5. WHERE DEPTH OF EXCAVATIONS INTO WHICH WORKERS DESCEND WHERE DEPTH OF EXCAVATIONS INTO WHICH WORKERS DESCEND IS 5 FEET OR DEEPER, THE CONTRACTOR IS REQUIRED TO PROVIDE SHEETING, SHORING & BRACING AND OBTAIN AN EXCAVATION PERMIT FROM THE NEAREST CAL/OSHA OFFICE & PROVIDE COPY TO CCWD PRIOR TO CONSTRUCTION. 6. AT AREAS ABOVE 2,500 FEET ELEVATION, ALL CASTING AND AT AREAS ABOVE 2,500 FEET ELEVATION, ALL CASTING AND CONCRETE COLLARS IN THE ROADWAY SHALL BE DEPRESSED 1/4 INCH FOR SNOWPLOWING. 7. CONNECTIONS TO EXISTING WATER FACILITIES SHALL HAVE CONNECTIONS TO EXISTING WATER FACILITIES SHALL HAVE PRIOR APPROVAL BEFORE PROCEEDING AND BE DONE IN ACCORDANCE WITH CCWD TIE-IN PROCEDURES, PLANS, AND SPECIFICATIONS. 8. THE CONTRACTOR SHALL HAVE A COPY OF CCWD APPROVED THE CONTRACTOR SHALL HAVE A COPY OF CCWD APPROVED CONSTRUCTION PLANS AND SPECIFICATIONS ON SITE. SPECIFICATIONS, SPECIFIC NOTES, AND DETAIL DRAWINGS THEREON WHICH SHALL TAKE PRECEDENCE OVER GENERAL DRAWINGS AND PLANS UNLESS OTHERWISE DIRECTED BY THE DISTRICT ENGINEER. ANY DEVIATION FROM APPROVED PLANS DURING CONSTRUCTION WILL REQUIRE PRIOR WRITTEN NOTICE TO CCWD, OTHER APPROPRIATE PUBLIC AGENCIES, AND SHALL REQUIRE APPROVAL BY CCWD. 9. ONLY CCWD PERSONNEL SHALL OPERATE EXISTING FACILITIES. ONLY CCWD PERSONNEL SHALL OPERATE EXISTING FACILITIES. 10. THE HIGHEST REQUIRED FIRE FLOW IS 1,000 GPM AT 20 PSIG THE HIGHEST REQUIRED FIRE FLOW IS 1,000 GPM AT 20 PSIG RESIDUAL. 11. BASED UPON STATIC CONDITIONS AND A HYDRAULIC GRADE BASED UPON STATIC CONDITIONS AND A HYDRAULIC GRADE LINE OF 5,325 FEET. THE MAXIMUM AND MINIMUM PRESSURES ARE CALCULATED TO BE 86 PSI @ STA 8+20 AND 40 PSI @ STA 28+53, RESPECTIVELY. 12. PIPELINES SHALL BE DISINFECTED, TESTED, AND INSTALLED IN PIPELINES SHALL BE DISINFECTED, TESTED, AND INSTALLED IN ACCORDANCE WITH AWWA STANDARDS. 13. SERVICE INSTALLATIONS IN ROADWAYS WITH CUTS OR FILLS SERVICE INSTALLATIONS IN ROADWAYS WITH CUTS OR FILLS GREATER THAN 6 FEET IN HEIGHT AND SLOPES STEEPER THAN 3:1 ARE REFERENCED UNDER CCWD STANDARD DETAIL W07D. 14. LIDS FOR WATER FACILITIES SHALL BE MARKED “WATER”. LIDS FOR WATER FACILITIES SHALL BE MARKED “WATER”. WATER”. . 15. CURBS SHALL BE MARKED WITH A “W” BRAND WHERE WATER CURBS SHALL BE MARKED WITH A “W” BRAND WHERE WATER W” BRAND WHERE WATER BRAND WHERE WATER SERVICES INTERCEPT. 16. CONTRACTOR SHALL BE RESPONSIBLE TO PREPARE AND CONTRACTOR SHALL BE RESPONSIBLE TO PREPARE AND IMPLEMENT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IN ACCORDANCE WITH CASQA GUIDELINES. 17. NO SERVICES SHALL BE INSTALLED IN DRIVEWAYS. NO SERVICES SHALL BE INSTALLED IN DRIVEWAYS. 18. IF EXISTING ALIGNMENT IS DETERMINED IN THE FIELD TO IF EXISTING ALIGNMENT IS DETERMINED IN THE FIELD TO DEVIATE FROM THE ALIGNMENT SHOWN ON THE PLANS, CONTRACTOR SHALL FOLLOW THE EXISTING ALIGNMENT. IF ALIGNMENT DEVIATES FROM THE PERMANENT EASEMENT, CONTRACTOR SHALL NOTIFY THE DISTRICT AND REQUEST DIRECTION PRIOR TO CONSTRUCTION. 19. THRUST BLOCKS REQUIRED ON ALL FITTINGS PER CCWD THRUST BLOCKS REQUIRED ON ALL FITTINGS PER CCWD STANDARD DETAIL W01.

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WM

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WATER METER

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SRV

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SURGE RELIEF VALVE

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BOV

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BLOW OFF VALVE

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BV

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BALL VALVE

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CO

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CLEANOUT

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EOP

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EDGE OF PAVEMENT

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FH

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FIRE HYDRANT

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MJ

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MECHANICAL JOINT

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PRV

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PRESSURE REDUCING VALVE

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GATE VALVE

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TREE

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N/A

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BORE PIT LOCATION

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N/A

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1. FOR SOIL BORING LOGS, ESTIMATED DEPTH TO ROCK, GROUNDWATER, AND TRENCHING FOR SOIL BORING LOGS, ESTIMATED DEPTH TO ROCK, GROUNDWATER, AND TRENCHING RECOMMENDATION SEE THE "GEOTECHNICAL INVESTIGATION REPORT" DATED MAY 12, 2014, PREPARED BY CONDOR EARTH TECHNOLOGIES, INC. 21663 BRIAN LANE, SONORA, CA 95370 - PH. (209) 532-0361. 2. THERE IS NO TRACER WIRE BURIED WITH THE EXISTING 14" TECHITE PIPE. THE PIPE AS THERE IS NO TRACER WIRE BURIED WITH THE EXISTING 14" TECHITE PIPE. THE PIPE AS SHOWN ON THE PLANS IS BASED ON POTHOLES AND SPOT LOCATIONS IDENTIFIED AND LOCATED BY CALAVERAS COUNTY WATER DISTRICT, AND MAY NOT REFLECT THE EXACT LOCATION OF THE EXISTING PIPE, ANGLE POINTS AND MISCELLANEOUS APPURTENANCES. 3. THE TOPOGRAPHIC SURVEY OF THE EXISTING PIPE ALIGNMENT WAS PERFORMED ON JUNE 3, THE TOPOGRAPHIC SURVEY OF THE EXISTING PIPE ALIGNMENT WAS PERFORMED ON JUNE 3, 2014 BY LAND AND STRUCTURE, 105 SOUTH STEWART STREET, SONORA, CA 95379 - PH. (209) 532-5173. 4. INDIVIDUAL SERVICE INTERRUPTIONS SHALL BE SCHEDULED DURING TIMES CONVENIENT FOR INDIVIDUAL SERVICE INTERRUPTIONS SHALL BE SCHEDULED DURING TIMES CONVENIENT FOR THE CUSTOMER. THE CUSTOMER SHALL BE NOTIFIED 7 DAYS PRIOR TO THE SCHEDULED SHUT DOWN BY MAIL AND FLYER OR DOOR TAGS. AN INDIVIDUAL SERVICE SHUTDOWN SHALL NOT BE LONGER THAN 8 HOURS IN DURATION. A NETWORK PIPELINE CONNECTION SHUTDOWN SHALL NOT BE LONGER THAN 8 HOURS IN DURATION.

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PROJECT NOTES:

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FPVC

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FUSIBLE POLYVINYL CHLORIDE

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AIR RELEASE VALVE

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BLOW-OFF VALVE

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ROW

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RIGHT-OF-WAY

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WATER SERVICE/METER

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ELEVATIONS NOTED ARE RELATIVE TO ASSUMED ELEVATION OF 5,006 FT AT THE NORTHERN CORNER OF THE TANK 4 & 5 UTILITY BANK CONCRETE PAD. CONTRACTOR TO MAINTAIN VERTICAL CONTROL AND ACCURATELY RECORD ELEVATIONS OF ALL FITTINGS ON AS-BUILT DRAWINGS.

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SURVEY CONTROL:

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S:\_PROJECTS\CCWD14-001 - TECHITE PIPE REPLACEMENT\CADD\G2 - GENERAL NOTES.DWG

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2/26/19

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(E)

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EXISTING

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NORTHING

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N

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TEMP

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TEMPORARY

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ACP

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ASBESTOS CONCRETE PIPE

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DWY

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DRIVEWAY

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PVMT

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PAVEMENT

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DBL

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DOUBLE

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ESMT

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EASEMENT

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HDPE

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HIGH-DENSITY POLYETHYLENE

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No. C60311

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Exp. 06-06-20

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CALIFORNIA


CALAVERAS COUNTY



SCALE ACCORDINGLY

0 1"

OF SHEETS

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DESIGN:

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ROSEVILLE, CA 95678(916) 791-1188

SUITE 200

YTNU

OCSAREVALAC

TCIRTSIDRE

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PHASE 1A 1. INSTALL 6” DIA. TEMPORARY BYPASS PIPELINE FROM APPROXIMATELY STA 69+00 (75'± SOUTH INSTALL 6” DIA. TEMPORARY BYPASS PIPELINE FROM APPROXIMATELY STA 69+00 (75'± SOUTH DIA. TEMPORARY BYPASS PIPELINE FROM APPROXIMATELY STA 69+00 (75'± SOUTH OF FIRE STATION NO.2 DRIVEWAY TO STA 60+40 INTERSECTION OF MEKO DRIVE AND MIDO WAY (+/- 885 LF). ANCHOR AND SECURE THE 6” BYPASS PIPELINE TO LIMIT MOVEMENT, BYPASS PIPELINE TO LIMIT MOVEMENT, AND INSTALL ALL ROAD AND DRIVEWAY CROSSINGS BELOW LEVEL OF PAVEMENT SURFACE AS TO NOT OBSTRUCT TRAFFIC AND VEHICLES. INSTALL NEW 1” WATER SERVICE LATERALS BY WATER SERVICE LATERALS BY TRENCHING ACROSS FULL WIDTH OF ROAD FOR PROPERTIES ON OPPOSITE SIDE OF ROAD FROM THE 6” TEMPORARY BYPASS LINE AND BY COILING EXCESS TUBING FOR LATERALS ON TEMPORARY BYPASS LINE AND BY COILING EXCESS TUBING FOR LATERALS ON THE SAME SIDE OF ROAD AS THE BYPASS LINE. STUB OUT ONE END OF TUBING AT EXISTING METER BOXES AND CONNECT OPPOSITE END TO THE TEMPORARY BYPASS PIPING VIA CORP STOPS AND SERVICE SADDLES. FLUSH, DISINFECT AND TEST THE BYPASS PIPING ALONG WITH THE NEW WATER SERVICE LATERALS. 2. SHUTDOWN NO.1: THIS SHUTDOWN MUST BE COMPLETED AND CUSTOMERS RETURNED TO SHUTDOWN NO.1: THIS SHUTDOWN MUST BE COMPLETED AND CUSTOMERS RETURNED TO SERVICE WITHIN A MAXIMUM OF 8-HOURS OR LESS. CLOSE EXISTING 8” VALVE V100 AT FIRE VALVE V100 AT FIRE STATION NO.2, AND 14” VALVE V115 AND 6” VALVE V110 AT HOKAN CIRCLE TO ISOLATE VALVE V115 AND 6” VALVE V110 AT HOKAN CIRCLE TO ISOLATE VALVE V110 AT HOKAN CIRCLE TO ISOLATE EXISTING 8” AND 14” DIA. WATER MAINS. CLOSE EXISTING VALVE AT TANK NO.8, IF SO AND 14” DIA. WATER MAINS. CLOSE EXISTING VALVE AT TANK NO.8, IF SO DIA. WATER MAINS. CLOSE EXISTING VALVE AT TANK NO.8, IF SO DIRECTED BY CCWD STAFF. AT STA 60+42±, CUT INTO THE EXISTING TECHITE LINE AND INSTALL CONNECTION DETAIL 4 / C15 INCLUDING CONNECTION TO EXISTING 6” WATER MAIN WATER MAIN ON MIDO WAY AND PROVIDING STUB OUT WITH NEW 6” GATE VALVE FOR CONNECTING BYPASS. GATE VALVE FOR CONNECTING BYPASS. SWAB INSIDE OF ALL FITTINGS WITH 1% CHLORINE SOLUTION. OPEN NEW 10” GATE VALVES, GATE VALVES, PLACE THRUST BLOCKS AND THEN PUT EXISTING TECHITE LINE BACK INTO SERVICE BY OPENING EXISTING VALVES V100, V115 AND V110. 3. SHUTDOWN NO.2: THIS SHUTDOWN MUST BE COMPLETED AND CUSTOMERS RETURNED TO SHUTDOWN NO.2: THIS SHUTDOWN MUST BE COMPLETED AND CUSTOMERS RETURNED TO SERVICE WITHIN A MAXIMUM OF 8-HOURS OR LESS. CLOSE EXISTING 8” VALVE V100 AT FIRE VALVE V100 AT FIRE STATION NO.2 AND NEW 10” VALVE V105 TO ISOLATE EXISTING 8” AND 14” DIA. WATER MAINS. VALVE V105 TO ISOLATE EXISTING 8” AND 14” DIA. WATER MAINS. AND 14” DIA. WATER MAINS. DIA. WATER MAINS. AS SHOWN IN DETAIL 5/C15, NEAR STA 69+00± CUT INTO EXISTING 8” WATER MAIN AND WATER MAIN AND INSTALL 8”X6” WYE INCLUDING NEW 8” VALVE (OPEN) AND 6” VALVE (CLOSED) WITH STUB OUT X6” WYE INCLUDING NEW 8” VALVE (OPEN) AND 6” VALVE (CLOSED) WITH STUB OUT WYE INCLUDING NEW 8” VALVE (OPEN) AND 6” VALVE (CLOSED) WITH STUB OUT VALVE (OPEN) AND 6” VALVE (CLOSED) WITH STUB OUT VALVE (CLOSED) WITH STUB OUT FOR TEMPORARY BYPASS PIPING. SWAB INSIDE ALL FITTINGS WITH 1% CHLORINE SOLUTION. PLACE CONCRETE THRUST BLOCKING AND RETURN EXISTING 8” AND 14” DIA. WATER MAINS TO AND 14” DIA. WATER MAINS TO DIA. WATER MAINS TO SERVICE. 4. UPON PASSING BACTERIOLOGICAL TESTS FOR 6” BYPASS PIPING, COMPLETE REMAINING END UPON PASSING BACTERIOLOGICAL TESTS FOR 6” BYPASS PIPING, COMPLETE REMAINING END BYPASS PIPING, COMPLETE REMAINING END CONNECTIONS USING NEW 6” GATE VALVES AND STUB OUTS CONSTRUCTED IN DETAILS 4/C15 GATE VALVES AND STUB OUTS CONSTRUCTED IN DETAILS 4/C15 AND 5/C15. SWAB INSIDE OF ALL FITTINGS AND REMAINING PIPING SEGMENTS WITH 1% CHLORINE SOLUTION. PLACE THE 6” TEMPORARY BYPASS PIPING INTO SERVICE, WHILE STILL TEMPORARY BYPASS PIPING INTO SERVICE, WHILE STILL KEEPING THE EXISTING 14” TECHITE LINE IN SERVICE. FINISH NEW WATER SERVICES AT THE TECHITE LINE IN SERVICE. FINISH NEW WATER SERVICES AT THE METER BOXES AND TRANSFER 1” WATER SERVICES ONE-BY-ONE OVER TO THE 6” TEMPORARY WATER SERVICES ONE-BY-ONE OVER TO THE 6” TEMPORARY TEMPORARY BYPASS. ONCE ALL SERVICES ARE TRANSFERRED, REMOVE THE 14” TECHITE LINE FROM TECHITE LINE FROM SERVICE BY ISOLATING THE LINE WITH THE NEW 10” GATE VALVES AT OPPOSITE ENDS. GATE VALVES AT OPPOSITE ENDS. 5. DEMOLISH AND REMOVE THE EXISTING 14” DIA. TECHITE PIPELINE FROM APPROXIMATELY STA DEMOLISH AND REMOVE THE EXISTING 14” DIA. TECHITE PIPELINE FROM APPROXIMATELY STA DIA. TECHITE PIPELINE FROM APPROXIMATELY STA 69+00 TO STA 60+50 AND COMPLETE CONSTRUCTION OF THE NEW 10” DIA. WATER MAIN. DIA. WATER MAIN. INSTALL THE 10” GATE VALVE AND 8”X10” WYE, AND CAP SHOWN IN DETAIL 5/C15 ALONG GATE VALVE AND 8”X10” WYE, AND CAP SHOWN IN DETAIL 5/C15 ALONG X10” WYE, AND CAP SHOWN IN DETAIL 5/C15 ALONG WYE, AND CAP SHOWN IN DETAIL 5/C15 ALONG WITH NEW 10” WATER MAIN CONSTRUCTION. AFTER FLUSHING, DISINFECTING AND TESTING THE WATER MAIN CONSTRUCTION. AFTER FLUSHING, DISINFECTING AND TESTING THE NEW 10” WATER MAIN, FINISH END CONNECTIONS BY REMOVING THE 10” X 14” REDUCER AT WATER MAIN, FINISH END CONNECTIONS BY REMOVING THE 10” X 14” REDUCER AT X 14” REDUCER AT REDUCER AT MIDO WAY AND THEN CONNECTING TO THE REMAINING 10” GATE VALVE AND ON OPPOSITE END GATE VALVE AND ON OPPOSITE END BY INSTALLING/COMPLETING THE SPOOL BETWEEN 8”X10” WYE AND 8” GATE VALVE. UPON X10” WYE AND 8” GATE VALVE. UPON WYE AND 8” GATE VALVE. UPON GATE VALVE. UPON RE-ENTERING TIE-IN POINTS (DETAILS 4/C15 AND 5/C15), ALL THRUST BLOCKS SHALL REMAIN UNDISTURBED WITH SUFFICIENT EARTH AND SOIL SURROUNDING AND BEHIND THE THRUST BLOCKS FOR BEARING AREA AND CAPACITY TO PREVENT BLOW-OUT FROM THRUST LOADS. 6. WITH BOTH THE NEW 10” WATER MAIN AND 6” TEMPORARY BYPASS PIPING BOTH IN SERVICE WITH BOTH THE NEW 10” WATER MAIN AND 6” TEMPORARY BYPASS PIPING BOTH IN SERVICE WATER MAIN AND 6” TEMPORARY BYPASS PIPING BOTH IN SERVICE TEMPORARY BYPASS PIPING BOTH IN SERVICE AND OPERATIONAL, ONE-BY-ONE DISCONNECT THE NEW 1” WATER SERVICES FROM THE 6” WATER SERVICES FROM THE 6” TEMPORARY BYPASS PIPING AND RE-CONNECT THESE SERVICES TO THE NEW 10” WATER MAIN. WATER MAIN. ONCE ALL WATER SERVICES ARE TRANSFERRED, REMOVE THE 6” BYPASS PIPELINE. EACH BYPASS PIPELINE. EACH SERVICE LATERAL UPON COMPLETION SHALL BE ONE CONTINUOUS PIECE OF TUBING WITHOUT SPLICES CUT TO LENGTH TO FIT BETWEEN NEW 10” WATER MAIN AND METER BOX. WATER MAIN AND METER BOX. PHASE 1B 1. INSTALL 6” DIA. TEMPORARY BYPASS PIPELINE FROM STA 60+42 (MIDO WAY) TO INSTALL 6” DIA. TEMPORARY BYPASS PIPELINE FROM STA 60+42 (MIDO WAY) TO DIA. TEMPORARY BYPASS PIPELINE FROM STA 60+42 (MIDO WAY) TO APPROXIMATELY STA 52+00 (+/- 825 LF). THE 6” BYPASS PIPELINE SHALL BE ANCHORED BYPASS PIPELINE SHALL BE ANCHORED AND SECURED TO LIMIT MOVEMENT, AND ALL ROAD AND DRIVEWAY CROSSINGS INSTALLED BELOW LEVEL OF THE PAVEMENT SURFACE AS TO NOT OBSTRUCT TRAFFIC AND VEHICLES. INSTALL NEW 1” WATER SERVICE LATERALS BY TRENCHING ACROSS FULL WIDTH OF ROAD FOR WATER SERVICE LATERALS BY TRENCHING ACROSS FULL WIDTH OF ROAD FOR PROPERTIES ON OPPOSITE SIDE OF ROAD FROM THE 6” TEMPORARY BYPASS LINE AND BY TEMPORARY BYPASS LINE AND BY COILING EXCESS TUBING FOR LATERALS ON THE SAME SIDE OF ROAD AS THE BYPASS LINE. STUB OUT ONE END OF TUBING AT EXISTING METER BOXES AND CONNECT OPPOSITE END TO THE TEMPORARY BYPASS PIPING VIA CORP STOPS AND SADDLES. FLUSH, DISINFECT AND TEST THE BYPASS PIPING ALONG WITH THE NEW WATER SERVICES. 2. SHUTDOWN NO.3: THIS SHUTDOWN MUST BE COMPLETED AND CUSTOMERS RETURNED TO SHUTDOWN NO.3: THIS SHUTDOWN MUST BE COMPLETED AND CUSTOMERS RETURNED TO SERVICE WITHIN A MAXIMUM OF 8-HOURS OR LESS. CLOSE NEW 10” VALVE V106A AT MIDO VALVE V106A AT MIDO WAY AND EXISTING 14” VALVE V130 AND 6” VALVES V120 AND V125 AT SHOSHONE DRIVE TO VALVE V130 AND 6” VALVES V120 AND V125 AT SHOSHONE DRIVE TO VALVES V120 AND V125 AT SHOSHONE DRIVE TO ISOLATE THE EXISTING 14” TECHITE PIPELINE. AT STA 52+00±, CUT INTO THE EXISTING 14” TECHITE PIPELINE. AT STA 52+00±, CUT INTO THE EXISTING 14” TECHITE LINE AND INSTALL CONNECTION DETAIL 5/C14. SWAB INSIDE OF ALL FITTINGS WITH 1% CHLORINE SOLUTION TO DISINFECT. PLACE THRUST BLOCKING WITH NEW 10” GATE GATE VALVES OPEN AND 6” VALVE CLOSED, THEN RETURN 14” TECHITE PIPELINE TO SERVICE. VALVE CLOSED, THEN RETURN 14” TECHITE PIPELINE TO SERVICE. TECHITE PIPELINE TO SERVICE. 3. UPON PASSING BACTERIOLOGICAL TESTS, CONNECT ENDS OF 6” TEMPORARY BYPASS PIPING. UPON PASSING BACTERIOLOGICAL TESTS, CONNECT ENDS OF 6” TEMPORARY BYPASS PIPING. TEMPORARY BYPASS PIPING. AT STA 52+00± CONNECT SOUTH END OF 6” TEMPORARY BYPASS PIPING WHERE SHOWN IN TEMPORARY BYPASS PIPING WHERE SHOWN IN DETAIL 5/C14. AT STA 60+42, RECONNECT 6” TEMPORARY BYPASS PIPING AT MIDO WAY TEMPORARY BYPASS PIPING AT MIDO WAY WHERE SHOWN ON DETAIL 4/C15. DISINFECT CLOSURE FITTINGS AND ASSOCIATED PIPE SPOOLS BY SWABBING WITH 1% CHLORINE SOLUTION. CONNECT NEW WATER SERVICES TO THE 6” TEMPORARY BYPASS LINE, WHILE KEEPING THE 14” TECHITE LINE OPERATIONAL. TEMPORARY BYPASS LINE, WHILE KEEPING THE 14” TECHITE LINE OPERATIONAL. TECHITE LINE OPERATIONAL. 4. ONCE ALL CUSTOMERS HAVE BEEN TRANSFERRED TO NEW WATER SERVICES LATERALS ONCE ALL CUSTOMERS HAVE BEEN TRANSFERRED TO NEW WATER SERVICES LATERALS SUPPLIED VIA THE 6” TEMPORARY BYPASS PIPING, THEN THE EXISTING 14” TECHITE PIPELINE TEMPORARY BYPASS PIPING, THEN THE EXISTING 14” TECHITE PIPELINE TECHITE PIPELINE CAN BE TAKEN OUT OF SERVICE, DEMOLISHED AND REMOVED MAKING WAY FOR CONSTRUCTION OF THE NEW 10” WATER MAIN. PRIOR TO CONSTRUCTION OF THE 10” PIPELINE AS SHOWN IN WATER MAIN. PRIOR TO CONSTRUCTION OF THE 10” PIPELINE AS SHOWN IN PIPELINE AS SHOWN IN DETAIL 2/C15, INSTALL GATE VALVE PER DETAIL 3/C15 TO ISOLATE THE EXISTING 6” WATER WATER MAIN ON HOKAN CIRCLE. 5. AFTER FLUSHING, DISINFECTING AND TESTING THE NEW 10” WATER MAIN, CONNECT THE NORTH AFTER FLUSHING, DISINFECTING AND TESTING THE NEW 10” WATER MAIN, CONNECT THE NORTH WATER MAIN, CONNECT THE NORTH END BY REMOVING THE 10” X 14” REDUCER AT MIDO WAY AND THEN CONNECTING TO THE X 14” REDUCER AT MIDO WAY AND THEN CONNECTING TO THE REDUCER AT MIDO WAY AND THEN CONNECTING TO THE 10” GATE VALVE. CONNECT THE SOUTH END AT STA 52+00± BY AGAIN REMOVING THE GATE VALVE. CONNECT THE SOUTH END AT STA 52+00± BY AGAIN REMOVING THE CORRESPONDING 10”X14” REDUCER AND CONNECTING TO THE 10” GATE VALVE. FOR X14” REDUCER AND CONNECTING TO THE 10” GATE VALVE. FOR REDUCER AND CONNECTING TO THE 10” GATE VALVE. FOR GATE VALVE. FOR DISINFECTING ALL CLOSURE FITTINGS AND SPOOLS SWAB INSIDE WITH A 1% CHLORINE SOLUTION. WHEN RE-ENTERING TIE-IN POINTS (DETAILS 4/C15 AND 5/C14), ALL THRUST BLOCKS MUST REMAIN UNDISTURBED WITH SUFFICIENT EARTH BEHIND THE THRUST BLOCKS FOR BEARING AREA AND CAPACITY TO PREVENT SOIL BLOW-OUT FROM THRUST LOADS. 6. WHILE THE NEW 10” WATER MAIN AND 6” TEMPORARY BYPASS PIPING ARE STILL BOTH IN WHILE THE NEW 10” WATER MAIN AND 6” TEMPORARY BYPASS PIPING ARE STILL BOTH IN WATER MAIN AND 6” TEMPORARY BYPASS PIPING ARE STILL BOTH IN TEMPORARY BYPASS PIPING ARE STILL BOTH IN SERVICE AND OPERATIONAL, ONE-BY-ONE DISCONNECT THE NEW 1” WATER SERVICES FROM WATER SERVICES FROM THE 6” TEMPORARY BYPASS PIPING AND RE-CONNECT THESE SERVICES TO THE NEW 10” TEMPORARY BYPASS PIPING AND RE-CONNECT THESE SERVICES TO THE NEW 10” WATER MAIN. ONCE ALL WATER SERVICES ARE TRANSFERRED, REMOVE THE 6” BYPASS BYPASS PIPELINE. EACH SERVICE LATERAL UPON COMPLETION SHALL BE ONE CONTINUOUS PIECE OF TUBING WITHOUT SPLICES CUT TO LENGTH TO FIT BETWEEN NEW 10” WATER MAIN AND METER WATER MAIN AND METER BOX.

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FAX: (209) 754-1069

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PHONE: (209) 754-3543

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P.O. BOX 846

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120 TOMA COURT

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WATER DISTRICT

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CALAVERAS COUNTY

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C1

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1"=80'

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HIGHWAY 4

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MEKO

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FIRE STATION

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NO. 2

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MAINTENANCE

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YARD

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B I G T R E E S S U B D I V I S I O N

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HOKAN

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MIDO WAY

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PHASE 1A

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CIRCLE

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(SEE NOTES, SHEET C2)

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(SEE NOTES THIS SHEET)

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FH 1117

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FH 1115

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FH 1113

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NOTES: 1. CONSTRUCTION SEQUENCE SHALL BE EXECUTED IN CONSTRUCTION SEQUENCE SHALL BE EXECUTED IN ACCORDANCE WITH THE SPECIFICATIONS. 2. SANITIZE AND TEST PER THE SPECIFICATIONS. SANITIZE AND TEST PER THE SPECIFICATIONS. 3. THESE SEQUENCING PLANS ARE SCHEMATIC FOR CLARITY, SEE THESE SEQUENCING PLANS ARE SCHEMATIC FOR CLARITY, SEE PLAN AND PROFILE DRAWINGS FOR MORE DETAIL.

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V105

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V106A

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S:\_PROJECTS\CCWD14-001 - TECHITE PIPE REPLACEMENT\CADD\C1 -CONSTRUCTION SEQUENCING-1.DWG

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2/26/19

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PHASE 2A

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PHASE 1A BYPASS

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DRIVE

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CONNECTION DETAIL, SEE DETAIL 5/C14

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No. C60311

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Exp. 06-06-20

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CALAVERAS COUNTY



SCALE ACCORDINGLY

0 1"

OF SHEETS

SHEET NUMBER

DRAWING NUMBER


DESIGN:

DRAWN:

CHECKED:

DATE:

DATE:

DATE:


ROSEVILLE, CA 95678(916) 791-1188

SUITE 200

YTNU

OCSAREVALAC

TCIRTSIDRE

TAW SNG

WCJ

SNG

02-26-19

02-26-19

02-26-19 02-26-19

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PHASE 2A 1. INSTALL 6” DIA. TEMPORARY BYPASS FROM APPROXIMATELY STA 52+00 TO 40+18 (+/- 1,180 INSTALL 6” DIA. TEMPORARY BYPASS FROM APPROXIMATELY STA 52+00 TO 40+18 (+/- 1,180 DIA. TEMPORARY BYPASS FROM APPROXIMATELY STA 52+00 TO 40+18 (+/- 1,180 LF). ANCHOR AND SECURE 6” BYPASS PIPING TO LIMIT MOVEMENT, AND INSTALL ALL ROAD AND BYPASS PIPING TO LIMIT MOVEMENT, AND INSTALL ALL ROAD AND DRIVEWAY CROSSINGS BELOW LEVEL OF PAVEMENT SURFACE AS TO NOT OBSTRUCT TRAFFIC AND VEHICLES. ALSO, AT MEKO AND SHOSHONE DRIVE INTERSECTION, 6” TEMPORARY BYPASS PIPING TEMPORARY BYPASS PIPING SHALL INCLUDE A CROSS WITH TEMPORARY BRANCH LINES (+/- 160 LF) EXTENDING TO EACH SIDE OF SHOSHONE DRIVE OUTSIDE THE MEKO DRIVE INTERSECTION. 2. INSTALL NEW 1” WATER SERVICE LATERALS TO EACH SIDE OF MEKO DRIVE AND INITIALLY CONNECT INSTALL NEW 1” WATER SERVICE LATERALS TO EACH SIDE OF MEKO DRIVE AND INITIALLY CONNECT WATER SERVICE LATERALS TO EACH SIDE OF MEKO DRIVE AND INITIALLY CONNECT TO 6” TEMPORARY BYPASS PIPELINE. INSTALL NEW 1” WATER SERVICE LATERALS BY TRENCHING TEMPORARY BYPASS PIPELINE. INSTALL NEW 1” WATER SERVICE LATERALS BY TRENCHING WATER SERVICE LATERALS BY TRENCHING ACROSS FULL WIDTH OF ROAD FOR PROPERTIES ON OPPOSITE SIDE OF ROAD FROM THE 6” TEMPORARY BYPASS LINE AND BY COILING EXCESS TUBING FOR SERVICES ON SAME SIDE OF ROAD AS THE BYPASS LINE. STUB OUT ONE END OF TUBING AT EXISTING METER BOXES AND CONNECT OPPOSITE END TO THE 6” BYPASS PIPING VIA CORP STOPS AND SERVICE SADDLES. TEST AND BYPASS PIPING VIA CORP STOPS AND SERVICE SADDLES. TEST AND DISINFECT 6” TEMPORARY BYPASS PIPING AND NEW 1” WATER SERVICE LATERALS. TEMPORARY BYPASS PIPING AND NEW 1” WATER SERVICE LATERALS. WATER SERVICE LATERALS. 3. SHUTDOWN NO.4: FOR EACH SHUTDOWN, COMPLETE WORK AND RETURN CUSTOMERS TO SERVICE SHUTDOWN NO.4: FOR EACH SHUTDOWN, COMPLETE WORK AND RETURN CUSTOMERS TO SERVICE WITHIN A MAXIMUM OF 8-HOURS. KEEP EXISTING 14” TECHITE LINE OPERATIONAL BY ISOLATING IT TECHITE LINE OPERATIONAL BY ISOLATING IT USING EXISTING 6” VALVES ON 6” X 14” CROSS AT MEKO AND SHOSHONE DRIVE INTERSECTION. VALVES ON 6” X 14” CROSS AT MEKO AND SHOSHONE DRIVE INTERSECTION. X 14” CROSS AT MEKO AND SHOSHONE DRIVE INTERSECTION. CROSS AT MEKO AND SHOSHONE DRIVE INTERSECTION. ON SHOSHONE DRIVE NORTH AND SOUTH OF MEKO DRIVE, INSTALL TWO INSTANCES OF DETAIL 1/C15 FOR THE EVENTUAL PURPOSE OF CONNECT 6” TEMPORARY BYPASS PIPING. IN DETAIL TEMPORARY BYPASS PIPING. IN DETAIL 1/C15, INITIALLY OPEN 6” GATE VALVES ALONG SHOSHONE DRIVE AND CLOSE 6” GATE VALVES FOR GATE VALVES ALONG SHOSHONE DRIVE AND CLOSE 6” GATE VALVES FOR GATE VALVES FOR BYPASS, PLACE THRUST BLOCKS AND THEN RETURN TO NORMAL SERVICE. DISINFECT BY SWABBING ALL FITTINGS, SPOOLS AND VALVES WITH 1% CHLORINE SOLUTION. 4. SHUTDOWN NO.5: THIS SHUTDOWN TO BE COMPLETED AND CUSTOMERS RETURNED TO SERVICE SHUTDOWN NO.5: THIS SHUTDOWN TO BE COMPLETED AND CUSTOMERS RETURNED TO SERVICE WITHIN A MAXIMUM OF 8-HOURS. SHUT DOWN TECHITE LINE USING RECENTLY INSTALLED 10” GATE GATE VALVE AT STA 52+00 AND ISOLATE IN OPPOSITE SIDE USING EXISTING 14” GATE VALVE (VXXX) GATE VALVE (VXXX) NEAR STA 35+00. ON MEKO DRIVE AT STA 40+18±, CUT INTO 14” DIA. TECHITE PIPELINE AND DIA. TECHITE PIPELINE AND INSTALL DETAIL 5/C14. DISINFECT ALL FITTINGS, SPOOLS AND VALVES BY SWABBING WITH 1% CHLORINE SOLUTION. KEEP 10” GATE VALVES OPEN, PLACE THRUST BLOCKS AND RETURN 14” GATE VALVES OPEN, PLACE THRUST BLOCKS AND RETURN 14” TECHITE LINE TO SERVICE. 5. UPON PASSING BACTERIOLOGICAL TESTS, COMPLETE CLOSURE OF ALL TIE-IN CONNECTIONS UPON PASSING BACTERIOLOGICAL TESTS, COMPLETE CLOSURE OF ALL TIE-IN CONNECTIONS BETWEEN 6” TEMPORARY BYPASS PIPING AND EXISTING SYSTEM AS SHOWN IN DETAIL 5/C14 AT TEMPORARY BYPASS PIPING AND EXISTING SYSTEM AS SHOWN IN DETAIL 5/C14 AT STA 52+00 AND 40+18 AND CONNECT 6” TEMPORARY BYPASS BRANCH LINES TO EACH SIDE OF TEMPORARY BYPASS BRANCH LINES TO EACH SIDE OF SHOSHONE ACCORDING TO DETAIL 1/C15. DURING INSTALLATION, DISINFECT ALL FITTINGS AND SPOOLS BY SWABBING WITH A 1% CHLORINE SOLUTION. WHILE KEEPING THE EXISTING 14” TECHITE TECHITE PIPELINE OPERATIONAL, PLACE THE 6” TEMPORARY BYPASS PIPELINE INTO SERVICE AND THEN TEMPORARY BYPASS PIPELINE INTO SERVICE AND THEN ONE-BY-ONE TRANSFER WATER SERVICES TO THE BYPASS. 6. ONCE ALL SERVICES ARE TRANSFERRED TO THE 6” BYPASS PIPELINE, TAKE THE EXISTING 14” ONCE ALL SERVICES ARE TRANSFERRED TO THE 6” BYPASS PIPELINE, TAKE THE EXISTING 14” BYPASS PIPELINE, TAKE THE EXISTING 14” TECHITE LINE OUT OF SERVICE BY CLOSING 10” GATE VALVES AT ENDS AND CLOSING ISOLATION GATE VALVES AT ENDS AND CLOSING ISOLATION VALVES AT SHOSHONE DRIVE. DEMOLISH AND REMOVE EXISTING 14” TECHITE LINE IN ADVANCE OF TECHITE LINE IN ADVANCE OF CONSTRUCTION OF THE NEW 10” WATER MAIN. ALONG WITH CONSTRUCTION OF THE NEW 10” WATER MAIN. ALONG WITH CONSTRUCTION OF THE NEW 10” WATER MAIN, INSTALL NEW 10” X 6” CROSS ACCORDING TO DETAIL 6/C14 AT MEKO AND X 6” CROSS ACCORDING TO DETAIL 6/C14 AT MEKO AND CROSS ACCORDING TO DETAIL 6/C14 AT MEKO AND SHOSHONE DRIVE INTERSECTION AND REPLACE EXISTING 6” DIA. WATER MAIN AND EXTEND NEW 6” DIA. WATER MAIN AND EXTEND NEW 6” WATER MAIN EAST AND WEST ON SHOSHONE DRIVE (AS NOTED ON DETAILS 1/C15). 7. AFTER DISINFECTING AND TESTING, MAKE FINAL CONNECTIONS TO NEW 10” WATER MAIN AT EACH AFTER DISINFECTING AND TESTING, MAKE FINAL CONNECTIONS TO NEW 10” WATER MAIN AT EACH WATER MAIN AT EACH END (APPROXIMATELY STA 52+00 AND 40+18) BY REMOVING 10”X14” REDUCERS AND CONNECTING X14” REDUCERS AND CONNECTING REDUCERS AND CONNECTING TO 10” GATE VALVES AND FOR 6” WATER MAIN BY CONNECTING TO 6” GATE VALVES AS NOTED ON GATE VALVES AND FOR 6” WATER MAIN BY CONNECTING TO 6” GATE VALVES AS NOTED ON WATER MAIN BY CONNECTING TO 6” GATE VALVES AS NOTED ON GATE VALVES AS NOTED ON DETAIL 1/C15. WHEN RE-ENTERING TIE-IN POINTS, ALL THRUST BLOCKS MUST REMAIN UNDISTURBED WITH SUFFICIENT EARTH BEHIND THE THRUST BLOCKS FOR BEARING AREA AND CAPACITY TO PREVENT SOIL BLOW-OUT FROM THRUST LOADS. DISINFECT CLOSURE FITTINGS AND SPOOLS BY SWABBING WITH 1% CHLORINE SOLUTION. AFTER PLACING NEW 10” WATER MAIN INTO WATER MAIN INTO SERVICE, ONE-BY-ONE TRANSFER NEW 1” WATER SERVICES FROM 6” TEMPORARY BYPASS TO NEW WATER SERVICES FROM 6” TEMPORARY BYPASS TO NEW TEMPORARY BYPASS TO NEW 10” WATER MAIN. ONCE ALL WATER SERVICES ARE TRANSFERRED, REMOVE THE 6” BYPASS WATER MAIN. ONCE ALL WATER SERVICES ARE TRANSFERRED, REMOVE THE 6” BYPASS BYPASS PIPELINE. EACH SERVICE LATERAL UPON COMPLETION SHALL BE ONE CONTINUOUS PIECE OF TUBING WITHOUT SPLICES CUT TO LENGTH TO FIT BETWEEN NEW 10” WATER MAIN AND METER BOX. WATER MAIN AND METER BOX. PHASE 2B 1. INSTALL 6” DIA. TEMPORARY BYPASS PIPELINE FROM APPROXIMATELY STA 40+18 TO 29+00 (+/- INSTALL 6” DIA. TEMPORARY BYPASS PIPELINE FROM APPROXIMATELY STA 40+18 TO 29+00 (+/- DIA. TEMPORARY BYPASS PIPELINE FROM APPROXIMATELY STA 40+18 TO 29+00 (+/- 1,120 LF). ANCHOR AND SECURE THE 6” BYPASS PIPELINE TO LIMIT MOVEMENT, AND INSTALL ALL BYPASS PIPELINE TO LIMIT MOVEMENT, AND INSTALL ALL ROAD AND DRIVEWAY CROSSINGS BELOW LEVEL OF PAVEMENT SURFACE AS TO NOT OBSTRUCT TRAFFIC AND VEHICLES. INSTALL NEW 1” WATER SERVICE LATERALS TO EACH SIDE OF MEKO DRIVE WATER SERVICE LATERALS TO EACH SIDE OF MEKO DRIVE AND INITIALLY CONNECT TO 6” TEMPORARY BYPASS PIPELINE. INSTALL NEW 1” WATER SERVICE TEMPORARY BYPASS PIPELINE. INSTALL NEW 1” WATER SERVICE WATER SERVICE LATERALS BY TRENCHING ACROSS FULL WIDTH OF ROAD FOR PROPERTIES ON OPPOSITE SIDE OF ROAD FROM THE 6” TEMPORARY BYPASS LINE AND BY COILING EXCESS TUBING FOR SERVICES ON TEMPORARY BYPASS LINE AND BY COILING EXCESS TUBING FOR SERVICES ON SAME SIDE OF ROAD AS THE BYPASS LINE. STUB OUT ONE END OF TUBING AT EXISTING METER BOXES AND CONNECT OPPOSITE END TO THE 6” BYPASS PIPING VIA CORP STOPS AND SERVICE BYPASS PIPING VIA CORP STOPS AND SERVICE SADDLES. FLUSH, TEST AND DISINFECT 6” TEMPORARY BYPASS PIPING AND NEW 1” WATER TEMPORARY BYPASS PIPING AND NEW 1” WATER WATER SERVICE LATERALS. 2. SHUTDOWN NO.6: THIS SHUTDOWN MUST BE COMPLETED AND CUSTOMERS RETURNED TO SERVICE SHUTDOWN NO.6: THIS SHUTDOWN MUST BE COMPLETED AND CUSTOMERS RETURNED TO SERVICE WITHIN A MAXIMUM OF 8-HOURS. ISOLATE 14” TECHITE LINE USING VALVE NEW 10” VALVE NEAR TECHITE LINE USING VALVE NEW 10” VALVE NEAR VALVE NEAR STA 40+18 AND ON OPPOSITE SIDE USING VALVE V135 ON MEKO DRIVE NEAR STA 23+70. AT STA 29+00±, CUT INTO 14” DIA. TECHITE PIPELINE AND INSTALL DETAIL 5/C14 AT STA 29+00. DIA. TECHITE PIPELINE AND INSTALL DETAIL 5/C14 AT STA 29+00. DISINFECT ALL FITTINGS, SPOOLS AND VALVES BY SWABBING WITH 1% CHLORINE SOLUTION. KEEP 10” GATE VALVES OPEN, PLACE THRUST BLOCKS AND RETURN 14” TECHITE LINE TO SERVICE. GATE VALVES OPEN, PLACE THRUST BLOCKS AND RETURN 14” TECHITE LINE TO SERVICE. TECHITE LINE TO SERVICE. 3. UPON PASSING BACTERIOLOGICAL TESTS, CONNECT 6” TEMPORARY BYPASS PIPING TO EXISTING UPON PASSING BACTERIOLOGICAL TESTS, CONNECT 6” TEMPORARY BYPASS PIPING TO EXISTING TEMPORARY BYPASS PIPING TO EXISTING SYSTEM AT STA 40+18 AND 29+00 AS SHOWN IN DETAIL 5/C14. DISINFECT ALL FITTINGS AND CLOSURE SPOOLS BY SWABBING WITH A 1% CHLORINE SOLUTION. WHILE KEEPING THE EXISTING 14” TECHITE PIPELINE OPERATIONAL, PLACE THE 6” TEMPORARY BYPASS PIPELINE INTO SERVICE TECHITE PIPELINE OPERATIONAL, PLACE THE 6” TEMPORARY BYPASS PIPELINE INTO SERVICE TEMPORARY BYPASS PIPELINE INTO SERVICE AND THEN ONE-BY-ONE TRANSFER WATER SERVICES TO THE BYPASS. ONCE ALL SERVICES ARE TRANSFERRED TO THE 6” BYPASS PIPELINE, TAKE THE EXISTING 14” TECHITE LINE OUT OF SERVICE BYPASS PIPELINE, TAKE THE EXISTING 14” TECHITE LINE OUT OF SERVICE TECHITE LINE OUT OF SERVICE BY CLOSING 10” GATE VALVES AT EACH END, AND DEMOLISH AND REMOVE THE EXISTING 14” GATE VALVES AT EACH END, AND DEMOLISH AND REMOVE THE EXISTING 14” TECHITE LINE IN ADVANCE OF CONSTRUCTION OF THE NEW 10” DIA. WATER MAIN. DIA. WATER MAIN. 4. FLUSH, DISINFECT AND TEST THE NEW 10” WATER MAIN AFTER FINISHING CONSTRUCTION AND THEN FLUSH, DISINFECT AND TEST THE NEW 10” WATER MAIN AFTER FINISHING CONSTRUCTION AND THEN WATER MAIN AFTER FINISHING CONSTRUCTION AND THEN MAKE FINAL CONNECTIONS AT ENDS (APPROXIMATELY STA 52+00 AND 40+18) BY REMOVING 10”X14” REDUCERS AND ATTACHING TO 10” GATE VALVES. WHEN RE-ENTERING TIE-IN POINTS, ALL X14” REDUCERS AND ATTACHING TO 10” GATE VALVES. WHEN RE-ENTERING TIE-IN POINTS, ALL REDUCERS AND ATTACHING TO 10” GATE VALVES. WHEN RE-ENTERING TIE-IN POINTS, ALL GATE VALVES. WHEN RE-ENTERING TIE-IN POINTS, ALL THRUST BLOCKS MUST REMAIN UNDISTURBED WITH SUFFICIENT EARTH BEHIND THE THRUST BLOCKS FOR BEARING AREA AND CAPACITY TO PREVENT SOIL BLOW-OUT FROM THRUST LOADS. ALL CLOSURE FITTINGS AND SPOOLS TO BE DISINFECTED BY SWABBING WITH 1% CHLORINE SOLUTION. WHILE KEEPING 6” TEMPORARY BYPASS OPERATIONAL AND 10” WATER MAIN NOW IN SERVICE, TEMPORARY BYPASS OPERATIONAL AND 10” WATER MAIN NOW IN SERVICE, WATER MAIN NOW IN SERVICE, ONE-BY-ONE TRANSFER NEW 1” WATER SERVICES TO THE NEW 10” WATER MAIN. ONCE ALL WATER SERVICES TO THE NEW 10” WATER MAIN. ONCE ALL WATER MAIN. ONCE ALL WATER SERVICES ARE TRANSFERRED, REMOVE THE 6” BYPASS PIPELINE. EACH SERVICE LATERAL BYPASS PIPELINE. EACH SERVICE LATERAL UPON COMPLETION SHALL BE ONE CONTINUOUS PIECE OF TUBING WITHOUT SPLICES CUT TO LENGTH TO FIT BETWEEN NEW 10” WATER MAIN AND METER BOX. WATER MAIN AND METER BOX. PHASE 2C 1. INSTALL 6” DIA. TEMPORARY BYPASS PIPELINE FROM APPROXIMATELY STA 29+00 TO 22+45 (+/- INSTALL 6” DIA. TEMPORARY BYPASS PIPELINE FROM APPROXIMATELY STA 29+00 TO 22+45 (+/- DIA. TEMPORARY BYPASS PIPELINE FROM APPROXIMATELY STA 29+00 TO 22+45 (+/- 645 LF). ANCHOR AND SECURE THE 6” BYPASS PIPELINE TO LIMIT MOVEMENT, AND INSTALL ALL BYPASS PIPELINE TO LIMIT MOVEMENT, AND INSTALL ALL ROAD AND DRIVEWAY CROSSINGS BELOW LEVEL OF PAVEMENT SURFACE AS TO NOT OBSTRUCT TRAFFIC AND VEHICLES. INSTALL NEW 1” WATER SERVICE LATERALS TO EACH SIDE OF MEKO DRIVE WATER SERVICE LATERALS TO EACH SIDE OF MEKO DRIVE AND INITIALLY CONNECT TO 6” TEMPORARY BYPASS PIPELINE. INSTALL NEW 1” WATER SERVICE TEMPORARY BYPASS PIPELINE. INSTALL NEW 1” WATER SERVICE WATER SERVICE LATERALS BY TRENCHING ACROSS FULL WIDTH OF ROAD FOR PROPERTIES ON OPPOSITE SIDE OF ROAD FROM THE 6” TEMPORARY BYPASS LINE AND BY COILING EXCESS TUBING FOR SERVICES ON TEMPORARY BYPASS LINE AND BY COILING EXCESS TUBING FOR SERVICES ON THE SAME SIDE OF ROAD AS THE BYPASS LINE. STUB OUT ONE END OF TUBING AT EXISTING METER BOXES AND CONNECT OPPOSITE END TO THE 6” TEMPORARY BYPASS PIPING VIA CORP TEMPORARY BYPASS PIPING VIA CORP STOPS AND SADDLES. FLUSH, TEST AND DISINFECT 6” TEMPORARY BYPASS PIPING AND NEW 1” TEMPORARY BYPASS PIPING AND NEW 1” WATER SERVICE LATERALS. 2. SHUTDOWN NO.7: THIS SHUTDOWN MUST BE COMPLETED AND CUSTOMERS RETURNED TO SERVICE SHUTDOWN NO.7: THIS SHUTDOWN MUST BE COMPLETED AND CUSTOMERS RETURNED TO SERVICE WITHIN A MAXIMUM OF 8-HOURS. SHUTDOWN 14” TECHITE PIPELINE BY CLOSING 10” VALVE AT TECHITE PIPELINE BY CLOSING 10” VALVE AT VALVE AT STA 29+00 AND BY CLOSING VALVES AT TANK 4 & 5 SITE. ON MEKO DRIVE AT STA 22+45±, CUT INTO 14” DIA. TECHITE PIPELINE AND INSTALL DETAIL 5/C14. DISINFECT ALL FITTINGS, DIA. TECHITE PIPELINE AND INSTALL DETAIL 5/C14. DISINFECT ALL FITTINGS, SPOOLS AND VALVES BY SWABBING WITH 1% CHLORINE SOLUTION. KEEP 10” GATE VALVES OPEN, GATE VALVES OPEN, PLACE THRUST BLOCKS AND RETURN 14” TECHITE LINE TO SERVICE. TECHITE LINE TO SERVICE. 3. UPON PASSING BACTERIOLOGICAL TESTS, CONNECT 6” TEMPORARY BYPASS PIPING TO EXISTING UPON PASSING BACTERIOLOGICAL TESTS, CONNECT 6” TEMPORARY BYPASS PIPING TO EXISTING TEMPORARY BYPASS PIPING TO EXISTING SYSTEM AT STA 29+00 AND 22+45 AS SHOWN IN DETAIL 5/C14. DISINFECT ALL FITTINGS AND CLOSURE SPOOLS BY SWABBING WITH A 1% CHLORINE SOLUTION. WHILE KEEPING THE EXISTING 14” TECHITE PIPELINE OPERATIONAL, PLACE THE 6” TEMPORARY BYPASS PIPELINE INTO SERVICE TECHITE PIPELINE OPERATIONAL, PLACE THE 6” TEMPORARY BYPASS PIPELINE INTO SERVICE TEMPORARY BYPASS PIPELINE INTO SERVICE AND THEN ONE-BY-ONE TRANSFER WATER SERVICES TO THE BYPASS. ONCE ALL SERVICES ARE TRANSFERRED TO THE 6” BYPASS PIPELINE, TAKE THE EXISTING 14” TECHITE LINE OUT OF SERVICE BYPASS PIPELINE, TAKE THE EXISTING 14” TECHITE LINE OUT OF SERVICE TECHITE LINE OUT OF SERVICE BY CLOSING 10” GATE VALVES AT EACH END, AND DEMOLISH AND REMOVE THE EXISTING 14” GATE VALVES AT EACH END, AND DEMOLISH AND REMOVE THE EXISTING 14” TECHITE LINE IN ADVANCE OF CONSTRUCTION OF THE NEW 10” DIA. WATER MAIN. DIA. WATER MAIN. 4. FLUSH, DISINFECT AND TEST THE NEW 10” WATER MAIN AFTER FINISHING CONSTRUCTION AND THEN FLUSH, DISINFECT AND TEST THE NEW 10” WATER MAIN AFTER FINISHING CONSTRUCTION AND THEN WATER MAIN AFTER FINISHING CONSTRUCTION AND THEN MAKE FINAL CONNECTIONS AT ENDS (APPROXIMATELY STA 29+00 AND 22+45) BY REMOVING 10”X14” REDUCERS AND ATTACHING TO 10” GATE VALVES. WHEN RE-ENTERING TIE-IN POINTS, ALL X14” REDUCERS AND ATTACHING TO 10” GATE VALVES. WHEN RE-ENTERING TIE-IN POINTS, ALL REDUCERS AND ATTACHING TO 10” GATE VALVES. WHEN RE-ENTERING TIE-IN POINTS, ALL GATE VALVES. WHEN RE-ENTERING TIE-IN POINTS, ALL THRUST BLOCKS MUST REMAIN UNDISTURBED WITH SUFFICIENT EARTH BEHIND THE THRUST BLOCKS FOR BEARING AREA AND CAPACITY TO PREVENT SOIL BLOW-OUT FROM THRUST LOADS. ALL CLOSURE FITTINGS AND SPOOLS TO BE DISINFECTED BY SWABBING WITH 1% CHLORINE SOLUTION. WHILE KEEPING 6” TEMPORARY BYPASS OPERATIONAL AND 10” WATER MAIN NOW IN SERVICE, TEMPORARY BYPASS OPERATIONAL AND 10” WATER MAIN NOW IN SERVICE, WATER MAIN NOW IN SERVICE, ONE-BY-ONE TRANSFER NEW 1” WATER SERVICES TO THE NEW 10” WATER MAIN. ONCE ALL WATER SERVICES TO THE NEW 10” WATER MAIN. ONCE ALL WATER MAIN. ONCE ALL WATER SERVICES ARE TRANSFERRED, REMOVE THE 6” BYPASS PIPELINE. EACH SERVICE LATERAL BYPASS PIPELINE. EACH SERVICE LATERAL UPON COMPLETION SHALL BE ONE CONTINUOUS PIECE OF TUBING WITHOUT SPLICES CUT TO LENGTH TO FIT BETWEEN NEW 10” WATER MAIN AND METER BOX. WATER MAIN AND METER BOX.

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P.O. BOX 846

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120 TOMA COURT

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WATER DISTRICT

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CALAVERAS COUNTY

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SHOSHONE

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DRIVE

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MEKO DRIVE

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2/26/19

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PHASE 3A 1. INSTALL 6” DIA. TEMPORARY BYPASS PIPELINE FROM APPROXIMATELY STA 22+45 TO 13+35 (+/- INSTALL 6” DIA. TEMPORARY BYPASS PIPELINE FROM APPROXIMATELY STA 22+45 TO 13+35 (+/- DIA. TEMPORARY BYPASS PIPELINE FROM APPROXIMATELY STA 22+45 TO 13+35 (+/- 920 LF). ANCHOR AND SECURE THE 6” BYPASS PIPELINE TO LIMIT MOVEMENT, AND INSTALL ALL ROAD BYPASS PIPELINE TO LIMIT MOVEMENT, AND INSTALL ALL ROAD AND DRIVEWAY CROSSINGS BELOW LEVEL OF PAVEMENT SURFACE AS TO NOT OBSTRUCT TRAFFIC AND VEHICLES. INSTALL NEW 1” WATER SERVICE LATERALS TO EACH SIDE OF THE ROAD AND INITIALLY WATER SERVICE LATERALS TO EACH SIDE OF THE ROAD AND INITIALLY CONNECT TO 6” TEMPORARY BYPASS PIPELINE. INSTALL NEW 1” WATER SERVICE LATERALS BY TEMPORARY BYPASS PIPELINE. INSTALL NEW 1” WATER SERVICE LATERALS BY WATER SERVICE LATERALS BY TRENCHING ACROSS FULL WIDTH OF ROAD FOR PROPERTIES ON OPPOSITE SIDE OF ROAD FROM THE 6” TEMPORARY BYPASS LINE AND BY COILING EXCESS TUBING FOR SERVICES ON THE SAME SIDE OF TEMPORARY BYPASS LINE AND BY COILING EXCESS TUBING FOR SERVICES ON THE SAME SIDE OF ROAD AS THE BYPASS LINE. STUB OUT ONE END OF TUBING AT EXISTING METER BOXES AND CONNECT OPPOSITE END TO THE 6” TEMPORARY BYPASS PIPING VIA CORP STOPS AND SADDLES. TEMPORARY BYPASS PIPING VIA CORP STOPS AND SADDLES. FLUSH, TEST AND DISINFECT 6” TEMPORARY BYPASS PIPING AND NEW 1” WATER SERVICE LATERALS. TEMPORARY BYPASS PIPING AND NEW 1” WATER SERVICE LATERALS. WATER SERVICE LATERALS. 2. SHUTDOWN NO.8: THIS SHUTDOWN MUST BE COMPLETED AND CUSTOMERS RETURNED TO SERVICE SHUTDOWN NO.8: THIS SHUTDOWN MUST BE COMPLETED AND CUSTOMERS RETURNED TO SERVICE WITHIN A MAXIMUM OF 8-HOURS. SHUTDOWN 14” TECHITE PIPELINE BY CLOSING 10” VALVE AT STA TECHITE PIPELINE BY CLOSING 10” VALVE AT STA VALVE AT STA 22+45 AND BY CLOSING VALVES AT TANK 4 & 5 SITE AND ALSO CLOSING 6” GATE VALVES V140 GATE VALVES V140 AND V145 ON BLACKFOOT CIRCLE. ON BLACKFOOT CIRCLE AT STA 13+35±, CUT INTO 14” DIA. DIA. TECHITE PIPELINE AND INSTALL DETAIL 5/C14. DISINFECT ALL FITTINGS, SPOOLS AND VALVES BY SWABBING WITH 1% CHLORINE SOLUTION. PLACE THRUST BLOCKS KEEPING NEW 10” GATE VALVES GATE VALVES OPEN, AND THEN RETURN 14” TECHITE LINE TO SERVICE. TECHITE LINE TO SERVICE. 3. UPON PASSING BACTERIOLOGICAL TESTS, CONNECT 6” TEMPORARY BYPASS PIPING TO EXISTING SYSTEM UPON PASSING BACTERIOLOGICAL TESTS, CONNECT 6” TEMPORARY BYPASS PIPING TO EXISTING SYSTEM TEMPORARY BYPASS PIPING TO EXISTING SYSTEM AT STA 22+45 AND 13+35 AS SHOWN IN DETAIL 5/C14. DISINFECT ALL FITTINGS AND CLOSURE SPOOLS BY SWABBING WITH A 1% CHLORINE SOLUTION. WHILE KEEPING THE EXISTING 14” TECHITE TECHITE PIPELINE OPERATIONAL, PLACE THE 6” TEMPORARY BYPASS PIPELINE INTO SERVICE AND THEN TEMPORARY BYPASS PIPELINE INTO SERVICE AND THEN ONE-BY-ONE TRANSFER WATER SERVICES TO THE BYPASS. ONCE ALL SERVICES ARE TRANSFERRED TO THE 6” BYPASS PIPELINE, TAKE THE EXISTING 14” TECHITE LINE OUT OF SERVICE BY CLOSING 10” BYPASS PIPELINE, TAKE THE EXISTING 14” TECHITE LINE OUT OF SERVICE BY CLOSING 10” TECHITE LINE OUT OF SERVICE BY CLOSING 10” GATE VALVES AT EACH END, AND DEMOLISH AND REMOVE THE EXISTING 14” TECHITE LINE IN ADVANCE TECHITE LINE IN ADVANCE OF CONSTRUCTION OF THE NEW 10” DIA. WATER MAIN. DIA. WATER MAIN. 4. CONSTRUCT THE NEW 10” WATER MAIN INCLUDING DETAIL 4/C14 AT INTERSECTION OF MEKO DRIVE CONSTRUCT THE NEW 10” WATER MAIN INCLUDING DETAIL 4/C14 AT INTERSECTION OF MEKO DRIVE WATER MAIN INCLUDING DETAIL 4/C14 AT INTERSECTION OF MEKO DRIVE AND BLACKFOOT CIRCLE. FLUSH, DISINFECT AND TEST THE NEW 10” WATER MAIN AFTER FINISHING WATER MAIN AFTER FINISHING CONSTRUCTION AND THEN MAKE FINAL CONNECTIONS AT ENDS (APPROXIMATELY STA 22+45 AND 13+35) BY REMOVING 10”X14” REDUCERS AND ATTACHING TO 10” GATE VALVES. WHEN RE-ENTERING X14” REDUCERS AND ATTACHING TO 10” GATE VALVES. WHEN RE-ENTERING REDUCERS AND ATTACHING TO 10” GATE VALVES. WHEN RE-ENTERING GATE VALVES. WHEN RE-ENTERING TIE-IN POINTS, ALL THRUST BLOCKS MUST REMAIN UNDISTURBED WITH SUFFICIENT EARTH BEHIND THE THRUST BLOCKS FOR BEARING AREA AND CAPACITY TO PREVENT SOIL BLOW-OUT FROM THRUST LOADS. ALL CLOSURE FITTINGS AND SPOOLS TO BE DISINFECTED BY SWABBING WITH 1% CHLORINE SOLUTION. WHILE KEEPING 6” TEMPORARY BYPASS OPERATIONAL AND 10” WATER MAIN NOW IN TEMPORARY BYPASS OPERATIONAL AND 10” WATER MAIN NOW IN WATER MAIN NOW IN SERVICE, ONE-BY-ONE TRANSFER NEW 1” WATER SERVICES TO THE NEW 10” WATER MAIN. ONCE WATER SERVICES TO THE NEW 10” WATER MAIN. ONCE WATER MAIN. ONCE ALL WATER SERVICES ARE TRANSFERRED, REMOVE THE 6” BYPASS PIPELINE. EACH SERVICE LATERAL BYPASS PIPELINE. EACH SERVICE LATERAL UPON COMPLETION SHALL BE ONE CONTINUOUS PIECE OF TUBING WITHOUT SPLICES CUT TO LENGTH TO FIT BETWEEN NEW 10” WATER MAIN AND METER BOX. WATER MAIN AND METER BOX. PHASE 3B 1. INSTALL 6” DIA. TEMPORARY BYPASS PIPELINE FROM APPROXIMATELY STA 13+35 TO 8+89 (+/- 445 INSTALL 6” DIA. TEMPORARY BYPASS PIPELINE FROM APPROXIMATELY STA 13+35 TO 8+89 (+/- 445 DIA. TEMPORARY BYPASS PIPELINE FROM APPROXIMATELY STA 13+35 TO 8+89 (+/- 445 LF). ANCHOR AND SECURE THE 6” BYPASS PIPELINE TO LIMIT MOVEMENT, AND INSTALL ALL ROAD AND BYPASS PIPELINE TO LIMIT MOVEMENT, AND INSTALL ALL ROAD AND DRIVEWAY CROSSINGS BELOW LEVEL OF PAVEMENT SURFACE AS TO NOT OBSTRUCT TRAFFIC AND VEHICLES. INSTALL NEW 1” WATER SERVICE LATERALS TO EACH SIDE OF THE ROAD RIGHT OF WAY WATER SERVICE LATERALS TO EACH SIDE OF THE ROAD RIGHT OF WAY AND INITIALLY CONNECT TO THE 6” TEMPORARY BYPASS PIPELINE. INSTALL NEW 1” WATER SERVICE TEMPORARY BYPASS PIPELINE. INSTALL NEW 1” WATER SERVICE WATER SERVICE LATERALS BY TRENCHING ACROSS FULL WIDTH OF ROAD FOR PROPERTIES ON OPPOSITE SIDE OF ROAD FROM THE 6” TEMPORARY BYPASS LINE AND BY COILING EXCESS TUBING FOR SERVICES ON TEMPORARY BYPASS LINE AND BY COILING EXCESS TUBING FOR SERVICES ON THE SAME SIDE OF ROAD AS THE BYPASS LINE. STUB OUT ONE END OF TUBING AT EXISTING METER BOXES AND CONNECT OPPOSITE END TO THE 6” TEMPORARY BYPASS VIA CORP STOPS AND SADDLES. TEMPORARY BYPASS VIA CORP STOPS AND SADDLES. FLUSH, TEST AND DISINFECT 6” TEMPORARY BYPASS PIPING AND NEW 1” WATER SERVICE LATERALS. TEMPORARY BYPASS PIPING AND NEW 1” WATER SERVICE LATERALS. WATER SERVICE LATERALS. 2. SHUTDOWN NO.9: THIS SHUTDOWN MUST BE COMPLETED AND CUSTOMERS RETURNED TO SERVICE SHUTDOWN NO.9: THIS SHUTDOWN MUST BE COMPLETED AND CUSTOMERS RETURNED TO SERVICE WITHIN A MAXIMUM OF 8-HOURS. SHUTDOWN 14” TECHITE PIPELINE BY CLOSING VALVES AT THE TECHITE PIPELINE BY CLOSING VALVES AT THE TANK 4 & 5 SITE, BY CLOSING THE 10” VALVE AT STA 13+35 AND ALSO CLOSING 6” GATE VALVE VALVE AT STA 13+35 AND ALSO CLOSING 6” GATE VALVE GATE VALVE V140 AND V145 ON BIG FOOT CIRCLE. ON MEWUK LANE AT STA 8+89±, CUT INTO 14” DIA. TECHITE DIA. TECHITE PIPELINE AND INSTALL DETAIL 2/C14. DISINFECT ALL FITTINGS, SPOOLS AND VALVES BY SWABBING WITH 1% CHLORINE SOLUTION. PLACE THRUST BLOCKS AND OPEN NEW 10” GATE VALVES, AND GATE VALVES, AND RETURN 14” TECHITE LINE TO SERVICE. TECHITE LINE TO SERVICE. 3. UPON PASSING BACTERIOLOGICAL TESTS, CONNECT 6” TEMPORARY BYPASS PIPING TO EXISTING SYSTEM UPON PASSING BACTERIOLOGICAL TESTS, CONNECT 6” TEMPORARY BYPASS PIPING TO EXISTING SYSTEM TEMPORARY BYPASS PIPING TO EXISTING SYSTEM AT STA 13+35 AND 8+89 AS SHOWN IN DETAILS 5/C14 AND 2/C14, RESPECTIVELY. DISINFECT ALL FITTINGS AND CLOSURE SPOOLS BY SWABBING WITH A 1% CHLORINE SOLUTION. WHILE KEEPING THE EXISTING 14” TECHITE PIPELINE OPERATIONAL, PLACE THE 6” TEMPORARY BYPASS PIPELINE INTO TECHITE PIPELINE OPERATIONAL, PLACE THE 6” TEMPORARY BYPASS PIPELINE INTO TEMPORARY BYPASS PIPELINE INTO SERVICE AND THEN ONE-BY-ONE TRANSFER WATER SERVICES TO THE BYPASS. ONCE ALL SERVICES ARE TRANSFERRED TO THE 6” BYPASS PIPELINE, TAKE THE EXISTING 14” TECHITE LINE OUT OF BYPASS PIPELINE, TAKE THE EXISTING 14” TECHITE LINE OUT OF TECHITE LINE OUT OF SERVICE BY CLOSING 10” GATE VALVES AT EACH END, AND DEMOLISH AND REMOVE THE EXISTING 14” GATE VALVES AT EACH END, AND DEMOLISH AND REMOVE THE EXISTING 14” TECHITE LINE IN ADVANCE OF CONSTRUCTION OF THE NEW 10” DIA. WATER MAIN. DIA. WATER MAIN. 4. CONSTRUCT THE NEW 10” WATER MAIN INCLUDING DETAIL 3/C14 AT INTERSECTION OF MEKO DRIVE CONSTRUCT THE NEW 10” WATER MAIN INCLUDING DETAIL 3/C14 AT INTERSECTION OF MEKO DRIVE WATER MAIN INCLUDING DETAIL 3/C14 AT INTERSECTION OF MEKO DRIVE AND BLACKFOOT CIRCLE. AFTER FINISHING CONSTRUCTION, FLUSH, DISINFECT AND TEST THE NEW 10” WATER MAIN AND THEN MAKE FINAL CONNECTIONS AT ENDS (APPROXIMATELY STA 13+35 AND 8+89) BY REMOVING 10”X14” REDUCERS AND ATTACHING TO 10” GATE VALVES. WHEN RE-ENTERING TIE-IN X14” REDUCERS AND ATTACHING TO 10” GATE VALVES. WHEN RE-ENTERING TIE-IN REDUCERS AND ATTACHING TO 10” GATE VALVES. WHEN RE-ENTERING TIE-IN GATE VALVES. WHEN RE-ENTERING TIE-IN POINTS, ALL THRUST BLOCKS MUST REMAIN UNDISTURBED WITH SUFFICIENT EARTH BEHIND THE THRUST BLOCKS FOR BEARING AREA AND CAPACITY TO PREVENT SOIL BLOW-OUT FROM THRUST LOADS. DISINFECT ALL CLOSURE FITTINGS AND SPOOLS BY SWABBING WITH 1% CHLORINE SOLUTION. WHILE KEEPING 6” TEMPORARY BYPASS OPERATIONAL AND 10” WATER MAIN NOW IN SERVICE, TEMPORARY BYPASS OPERATIONAL AND 10” WATER MAIN NOW IN SERVICE, WATER MAIN NOW IN SERVICE, ONE-BY-ONE TRANSFER NEW 1” WATER SERVICES TO THE NEW 10” WATER MAIN. ONCE ALL WATER WATER SERVICES TO THE NEW 10” WATER MAIN. ONCE ALL WATER WATER MAIN. ONCE ALL WATER SERVICES ARE TRANSFERRED, REMOVE THE 6” BYPASS PIPELINE. EACH SERVICE LATERAL UPON BYPASS PIPELINE. EACH SERVICE LATERAL UPON COMPLETION SHALL BE ONE CONTINUOUS PIECE OF TUBING WITHOUT SPLICES CUT TO LENGTH TO FIT BETWEEN NEW 10” WATER MAIN AND METER BOX. WATER MAIN AND METER BOX. PHASE 3C 1. INSTALL 6” DIA. TEMPORARY BYPASS PIPELINE FROM APPROXIMATELY STA 8+89 TO 0+20 (+/- 869 INSTALL 6” DIA. TEMPORARY BYPASS PIPELINE FROM APPROXIMATELY STA 8+89 TO 0+20 (+/- 869 DIA. TEMPORARY BYPASS PIPELINE FROM APPROXIMATELY STA 8+89 TO 0+20 (+/- 869 LF). ANCHOR AND SECURE THE 6” BYPASS PIPELINE TO LIMIT MOVEMENT, AND INSTALL ALL ROAD AND BYPASS PIPELINE TO LIMIT MOVEMENT, AND INSTALL ALL ROAD AND DRIVEWAY CROSSINGS BELOW LEVEL OF PAVEMENT SURFACE OR OTHER ACCEPTABLE METHODS AS TO NOT OBSTRUCT TRAFFIC AND VEHICLES. FLUSH, TEST AND DISINFECT 6” TEMPORARY BYPASS PIPING. TEMPORARY BYPASS PIPING. 2. SHUTDOWN NO.10: COMPLETE SHUTDOWN AND RETURN CUSTOMERS TO SERVICE WITHIN 8-HOURS SHUTDOWN NO.10: COMPLETE SHUTDOWN AND RETURN CUSTOMERS TO SERVICE WITHIN 8-HOURS MAXIMUM. SHUTDOWN 14” TECHITE PIPELINE BY CLOSING 10” VALVE AT STA 8+89 AT INTERSECTION TECHITE PIPELINE BY CLOSING 10” VALVE AT STA 8+89 AT INTERSECTION VALVE AT STA 8+89 AT INTERSECTION OF OTTAWA WAY AND MEWUK LANE AND BY CLOSING VALVES AT TANKS 4 & 5 SITE. CUT INTO 14” DIA. TECHITE PIPELINE AT STA 0+20± AND INSTALL DETAIL 1/C14. DISINFECT ALL FITTINGS, SPOOLS AND VALVES BY SWABBING WITH 1% CHLORINE SOLUTION. PLACE THRUST BLOCKS, OPEN NEW 10” GATE VALVES, AND RETURN 14” TECHITE LINE TO SERVICE. TECHITE LINE TO SERVICE. 3. UPON PASSING BACTERIOLOGICAL TESTS, CONNECT 6” TEMPORARY BYPASS PIPING TO EXISTING SYSTEM UPON PASSING BACTERIOLOGICAL TESTS, CONNECT 6” TEMPORARY BYPASS PIPING TO EXISTING SYSTEM TEMPORARY BYPASS PIPING TO EXISTING SYSTEM AT STA 8+89± PER DETAIL 5/C14 AND 0+20± PER DETAILS 1/C14. DISINFECT ALL FITTINGS AND CLOSURE SPOOLS BY SWABBING WITH A 1% CHLORINE SOLUTION. AFTER PLACE THE 6” BYPASS BYPASS PIPELINE INTO SERVICE, TAKE THE EXISTING 14” TECHITE LINE OUT OF SERVICE BY CLOSING 10” GATE TECHITE LINE OUT OF SERVICE BY CLOSING 10” GATE GATE VALVES AT EACH END. NEXT DEMOLISH AND REMOVE THE EXISTING 14” TECHITE LINE IN ADVANCE OF TECHITE LINE IN ADVANCE OF CONSTRUCTION OF THE NEW 10” DIA. WATER MAIN. DIA. WATER MAIN. 4. CONSTRUCT NEW 10” WATER MAIN BETWEEN OTTAWA WAY AND TANK 4 & 5 SITE. AFTER CONSTRUCT NEW 10” WATER MAIN BETWEEN OTTAWA WAY AND TANK 4 & 5 SITE. AFTER WATER MAIN BETWEEN OTTAWA WAY AND TANK 4 & 5 SITE. AFTER DISINFECTING AND PASSING BACTERIOLOGICAL, MAKE FINAL CONNECTIONS TO NEW 10” WATER MAIN AT WATER MAIN AT EACH END (STA 8+89± AND 0+20±) BY REMOVING 10”X14” REDUCERS AND ATTACHING TO THE 10” X14” REDUCERS AND ATTACHING TO THE 10” REDUCERS AND ATTACHING TO THE 10” GATE VALVES. WHEN RE-ENTERING TIE-IN POINTS, ALL THRUST BLOCKS MUST REMAIN UNDISTURBED WITH SUFFICIENT EARTH BEHIND THE THRUST BLOCKS FOR BEARING AREA AND CAPACITY TO PREVENT SOIL BLOW-OUT FROM THRUST LOADS. DISINFECT ALL CLOSURE FITTINGS AND SPOOLS BY SWABBING WITH 1% CHLORINE SOLUTION. AFTER PLACING 10” WATER MAIN INTO SERVICE, REMOVE THE 6” WATER MAIN INTO SERVICE, REMOVE THE 6” TEMPORARY BYPASS PIPELINE.

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FAX: (209) 754-1069

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P.O. BOX 846

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120 TOMA COURT

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WATER DISTRICT

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CALAVERAS COUNTY

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C3

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MEWUK LANE

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BLACKFOOT CIRCLE

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TANKS 4 & 5

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OTTAWA DRIVE

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BIGFOOT

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CIRCLE

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PHASE 3C

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MEKO DRIVE

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FH 1019

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FH 1020

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V140

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V145

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PHASE 3B

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PHASE 3C BYPASS

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PHASE 3A BYPASS

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PHASE 3B BYPASS

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P.O. BOX 846

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120 TOMA COURT

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WATER DISTRICT

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CONSTRUCTION SEQUENCING

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DETAILS

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(E) 14" TECHITE LINE

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S:\_PROJECTS\CCWD14-001 - TECHITE PIPE REPLACEMENT\CADD\C4 - CONSTRUCTION DETAILS.DWG

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6" DIA TEMPORARY BYPASS PIPELINE INSTALLED BUT NOT CONNECTED. INSTALL 10" TEES OR CROSSES. ADD (N) 10" GATE VALVES AT ALL NEW TEES OR CROSSES. ADD (N) GATE VALVES AT ALL BYPASS CONNECTIONS. FOR 14" TECHITE CONNECTIONS INSTALL TEMP 10" X 14" REDUCERS. ADD CONCRETE THRUST BLOCKS.

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(E) 14" TECHITE LINE

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10" DIP

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10" DIP

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PLACE 10" X 14" REDUCER, TYP (TEMPORARY)

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(N) 10" GV, TYP (PERMANENT)

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THRUST BLOCK, TYP

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6" GV (N)

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BYPASS AND FUTURE FH CONNECTION

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TEMPORARY 6" DIA BYPASS LINE

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TEMPORARY SERVICES, TYP

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INSTALL, DISINFECT AND PLACE TEMPORARY BYPASS INTO SERVICE

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REMOVE 10" X 14" TEMPORARY REDUCER, CONNECT BYPASS TO 10" GV

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REMOVE 14" TECHITE AND INSTALL NEW 10" DIP ONCE BYPASS IS ACTIVE

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THRUST BLOCK, TYP

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THRUST BLOCK, TYP

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CAP BYPASS UNDERGROUND, INSTALL HYDRANT, OR EXTEND LINE, AS SHOWN ON PROJECT PLAN SHEETS

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REMOVE TEMPORARY BYPASS AND TEMPORARY SERVICES

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TEST, DISINFECT AND PLACE NEW 10" DIP INTO SERVICE

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SERVICES MOVED TO NEW 10" LINE

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TEMP 6" DIA BYPASS LINE IS INSTALLED AND IN USE. (E) 14" TECHITE MAIN AND ASSOCIATED VALVES/APPURTENANCES ARE REMOVED. DO NOT DISTURB SOIL WITHIN 5-FEET OF THRUST BLOCKS.

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TEMP 6" DIA BYPASS IS DISCONNECTED AND REMOVED. (N) 10" DIP LINE INSTALLED AND IN SERVICE WITH (E) 14" TECHITE LINE.

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%%UTYPICAL CONSTRUCTION SEQUENCING DETAILS

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+00.00 BEGIN (E) 14"WM & GV

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10" DUCTILE IRON PIPE

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APPROX. TOP OF PIPE ELEV=5002±CONTRACTOR TO POTHOLE (E) WATER MAIN TO VERIFY HORIZONTAL AND VERTICAL LOCATION

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36" MINIMUM COVER OVER PROPOSED WATER MAIN

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+75%%p FITTING

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+89%%p BYPASS AND FIRE HYDRANT

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12" MIN CLEAR

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EXISTING 6" WATER LINE

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+99%%p 6"W XING

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+65%%p (E) 18" CMP XING

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+26%%p (E) WATER XING

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6"W

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18"SD

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+20.00 BEGIN PROP WATER MAIN CONST

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CONNECTION

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PLACE SLURRY UNDER

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STORM DRAIN

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4900

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4900

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4910

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4920

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4930

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4940

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4950

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4960

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4970

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4980

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4990

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5000

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10"W

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10"W

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10"W

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14"W

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14"W

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14"W

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5

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6

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7

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9

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10

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6"W

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6"W

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1

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3

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4

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5

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6

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FAX: (209) 754-1069

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PHONE: (209) 754-3543

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P.O. BOX 846

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120 TOMA COURT

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WATER DISTRICT

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CALAVERAS COUNTY

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PLAN & PROFILE

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STA. 0+20 - 10+75

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C5

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7

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17

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HORZ. 1"=40'

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VERT. 1"=4'

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BIGFOOT

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CIRCLE

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SEE SHEET C6

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N

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OTTAWA

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DRIVE

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MEWUK

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LANE

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(E) UTILITY POLE

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24" STUMP

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30" FIR

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18" CEDAR

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DOUBLE PINE

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TREE STUMP/ADDRESS POST

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(E) PROPANE TANK

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14" CEDAR

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(E) PROPANE TANK

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(E) WATER TANK NO. 4

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(E) WATER TANK NO. 5

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30" FIR

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30" FIR

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(E) 12" CMP

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(E) DBL YELLOW STRIPE

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(E) SHED

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CEDAR CLUSTER

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40" PINE

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(E) 10' EASEMENT

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(E) 20' ESMT

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8" FIR

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16" CEDAR

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20" PINE

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BORE PIT-B9

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BORE PIT-B20

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(E) BLDG

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(E) LOT LINE (TYP.)

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24" FIR

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20" CEDAR

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8" CEDAR

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28" PINE (DEAD)

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20" PINE

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8" CEDAR

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34" STUMP

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18" CEDAR

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12" CEDAR

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30" CEDAR

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38" STUMP

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24" STUMP

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16" CEDAR

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16" FIR

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34" STUMP

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38" STUMP

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W/GUY

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(E) EDGE OF PVMT

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CONNECTION DETAIL

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SEE DETAIL 1/C14

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(E) STOP SIGN

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50'

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5 0'

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(E) RIGHT OF WAY

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4945

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4955

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4965

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4920

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4930

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4940

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50'

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FH 1142

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FH 1013

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CONNECTION DETAIL

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SEE DETAIL 2/C14

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CONSTRUCTION NOTES:

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1

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EXISTING RESIDENTIAL SERVICES, REPLACE ALL LATERALS, BOXES, VALVES, AND METERS. SEE DISTRICT STANDARDS.

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2

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EXISTING FIRE HYDRANT - REPLACE LATERAL, VALVE, AND HYDRANT. SEE DISTRICT STANDARDS.

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3

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PLACE WATER METER TO AVOID UTILITY CONFLICT.

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2

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2 (E) ISOLATION VALVES ON 14" TECHITE LINE

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(E) CONC. DWY (TYP.)

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4

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4

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PIPE ALIGNMENT BETWEEN STA 0+20 AND 8+30 IS INTENDED TO FOLLOW THE EXISTING ALIGNMENT. PROVIDE SLOPE PROTECTION/ TRENCH STABILIZATION PER DISTRICT STANDARDS.

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(E) ROW

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(E) ROW

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(E) 15' ESMT

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30' TEMPORARY CONSTRUCTION EASEMENT

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15'

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5

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ALIGNMENT PASSES BELOW GUY WIRE. COORDINATE WITH OWNER TO HOLD THE POLE WHILE GUY WIRE IS REMOVED AND REPLACED. CONTRACTOR IS RESPONSIBLE FOR ALL THE WORK ASSOCIATED WITH POLE AND GUY WIRE.

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5

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30' TEMPORARY CONSTRUCTION EASEMENT

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6

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12" MINIMUM CLEAR. MAINTAIN SEPARATION PER DISTRICT STANDARD G04.

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6

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ASSUMED SURVEY CONTROL POINT, SEE SURVEY CONTROL NOTE ON SHEET G2

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S:\_PROJECTS\CCWD14-001 - TECHITE PIPE REPLACEMENT\CADD\C5 - PLAN-1.DWG

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2/26/19

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No. C60311

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Exp. 06-06-20

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CALIFORNIA


CALAVERAS COUNTY



SCALE ACCORDINGLY

0 1"

OF SHEETS

SHEET NUMBER

DRAWING NUMBER


DESIGN:

DRAWN:

CHECKED:

DATE:

DATE:

DATE:


ROSEVILLE, CA 95678(916) 791-1188

SUITE 200

YTNU

OCSAREVALAC

TCIRTSIDRE

TAW SNG

WCJ

SNG

02-26-19

02-26-19

02-26-19 02-26-19

02-26-19

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4910

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4910

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4920

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4930

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4940

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4950

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10"W

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10"W

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14"W

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14"W

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14"W

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10

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16

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18

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19

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20

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6"W

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6"W

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+75.00 MATCH LINE

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11+00

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12+00

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13+00

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14+00

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15+00

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16+00

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17+00

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18+00

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19+00

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20+00

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4900

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4925

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4910

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4935

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4920

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4945

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+50.00 MATCH LINE

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+30%%P 10"x10"x6" TEE

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+94%%p 10"x10"x6" TEE

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18"SD

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18"SD

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+91%%p (E) 18" CMP XING

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+56%%p (E) 18" CMP XING

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+35%%p CONNECTION PER DETAIL 5/C14

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PLACE SLURRY UNDER

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STORM DRAIN

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PLACE SLURRY UNDER

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STORM DRAIN

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1

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6

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FAX: (209) 754-1069

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PHONE: (209) 754-3543

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P.O. BOX 846

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120 TOMA COURT

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WATER DISTRICT

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CALAVERAS COUNTY

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PLAN & PROFILE

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STA. 10+75 - 20+50

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C6

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8

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17

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HORZ. 1"=40'

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VERT. 1"=4'

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(E) FOG LINE

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36" FIR

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4925

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4900

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4935

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4910

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4945

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SEE SHEET C7

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SEE SHEET C7

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N

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18" PINE

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12" CEDAR

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8" CEDAR

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8" CEDAR

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16" PINE

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10" CEDAR

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6" CEDAR

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12" CEDAR

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(E) UTILITY POLE W/GUY

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(E) 18" CMP

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12" CEDARS

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DOUBLE CEDAR

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12" CEDAR

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CEDAR CLUSTER

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30" OAK

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24" OAK

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12" CEDAR

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8" FIR

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CEDAR CLUSTER

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BORE PIT-B8

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BORE PIT-18

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28" PINE

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(E) 18" CMP

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(E) 12" CMP

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16" CEDARS

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6" CEDAR

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8" CEDAR

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BORE PIT-B19

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(E) 12" CMP

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(E) STREET SIGN

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(E) EDGE OF PVMT

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(E) ROCK

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MEKO

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DRIVE

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BLACKFOOT

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CIRCLE

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(E) UTILITY POLE

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MEWUK LANE

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FH 1019

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CONNECTION DETAIL

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SEE DETAIL 3/C14

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CONNECTION DETAIL

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SEE DETAIL 4/C14

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%%uCONSTRUCTION NOTES:

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2

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3

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FH 1020

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(E) METER IS ON SEPARATE PARALLEL LINE

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1

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1

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(E) RIGHT OF WAY

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60'

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80'

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4

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12" MINIMUM CLEAR. MAINTAIN SEPARATION PER DISTRICT STANDARD G04.

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4

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4

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(E) RIGHT OF WAY

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2/26/19

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CONNECTION FOR FUTURE FH

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No. C60311

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Exp. 06-06-20

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CALIFORNIA


CALAVERAS COUNTY



SCALE ACCORDINGLY

0 1"

OF SHEETS

SHEET NUMBER

DRAWING NUMBER


DESIGN:

DRAWN:

CHECKED:

DATE:

DATE:

DATE:


ROSEVILLE, CA 95678(916) 791-1188

SUITE 200

YTNU

OCSAREVALAC

TCIRTSIDRE

TAW SNG

WCJ

SNG

02-26-19

02-26-19

02-26-19 02-26-19

02-26-19

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4950

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4960

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4970

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4980

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4990

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10"W

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14"W

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21

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22

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23

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24

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25

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26

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+50.00 MATCH LINE

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21+00

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22+00

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23+00

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24+00

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25+00

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26+00

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27+00

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28+00

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29+00

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30+00

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4945

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4975

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4955

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4985

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4965

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4995

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+50.00 MATCH LINE

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+00%%p BYPASS CONNECTION & FIRE HYDRANT

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+33%%p AIR RELIEF VALVE

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4990

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5000

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5000

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10"W

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14"W

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26

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27

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28

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30

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FAX: (209) 754-1069

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PHONE: (209) 754-3543

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P.O. BOX 846

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120 TOMA COURT

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WATER DISTRICT

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CALAVERAS COUNTY

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PLAN & PROFILE

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STA. 20+50 - 30+50

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C7

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9

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17

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HORZ. 1"=40'

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VERT. 1"=4'

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18" PINE

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4975

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4945

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4985

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4955

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4995

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SEE SHEET C8

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SEE SHEET C8

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N

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SEE THIS SHEET

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SEE THIS SHEET

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N

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MEKO DRIVE

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MEKO DRIVE

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(E) ROCK

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(E) UTILITY POLE

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(E) UTILITY POLE

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(E) 12" CMP

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(E) TRASH ENCLOSURE

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(E) 12" CMP

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(E) UTILITY POLE

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(E) TRASH ENCLOSURE

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BORE PIT-B16

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(E) ROCK WALL

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(E) CONCRETE

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(E) UTILITY POLE

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(E) ROCK WALL

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(E) UTILITY POLE

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(E) FOG LINE

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BORE PIT-B21

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BORE PIT-B17

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(E) 12" CMP

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(E) R/R TIE WALL

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(E) STAIRS

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FH 1110

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FH 1109

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CONNECTION DETAIL

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SEE DETAIL 5/C14

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(E) 14" ISOLATION VALVE

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1

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(E) RIGHT OF WAY

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90'

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65'

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(E) RIGHT OF WAY

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50'

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(E) RIGHT OF WAY

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PLACE 1" ARV PER DISTRICT STANDARD W05

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2/26/19

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CONNECTION DETAIL

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SEE DETAIL 5/C14

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No. C60311

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Exp. 06-06-20

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O

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A

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E

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E

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R

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R

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E

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E

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T

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D

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P

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E

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E

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N

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I

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G

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N

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A

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N

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I

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S

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O

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S

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L

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R

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E

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I

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N

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N

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G

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R

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A

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Y

4

9

9

6

CALIFORNIA


CALAVERAS COUNTY



SCALE ACCORDINGLY

0 1"

OF SHEETS

SHEET NUMBER

DRAWING NUMBER


DESIGN:

DRAWN:

CHECKED:

DATE:

DATE:

DATE:


ROSEVILLE, CA 95678(916) 791-1188

SUITE 200

YTNU

OCSAREVALAC

TCIRTSIDRE

TAW SNG

WCJ

SNG

02-26-19

02-26-19

02-26-19 02-26-19

02-26-19

AutoCAD SHX Text

4980

AutoCAD SHX Text

4980

AutoCAD SHX Text

4980

AutoCAD SHX Text

4980

AutoCAD SHX Text

4990

AutoCAD SHX Text

4990

AutoCAD SHX Text

4990

AutoCAD SHX Text

10"W

AutoCAD SHX Text

14"W

AutoCAD SHX Text

31

AutoCAD SHX Text

32

AutoCAD SHX Text

33

AutoCAD SHX Text

34

AutoCAD SHX Text

35

AutoCAD SHX Text

36

AutoCAD SHX Text

+50.00 MATCH LINE

AutoCAD SHX Text

31+00

AutoCAD SHX Text

32+00

AutoCAD SHX Text

33+00

AutoCAD SHX Text

34+00

AutoCAD SHX Text

35+00

AutoCAD SHX Text

36+00

AutoCAD SHX Text

37+00

AutoCAD SHX Text

38+00

AutoCAD SHX Text

39+00

AutoCAD SHX Text

40+00

AutoCAD SHX Text

4970

AutoCAD SHX Text

4970

AutoCAD SHX Text

4980

AutoCAD SHX Text

4980

AutoCAD SHX Text

4990

AutoCAD SHX Text

4990

AutoCAD SHX Text

+00.00 MATCH LINE

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

+83%%p FIRE HYDRANT

AutoCAD SHX Text


AutoCAD SHX Text

4990

AutoCAD SHX Text

5000

AutoCAD SHX Text

10"W

AutoCAD SHX Text

14"W

AutoCAD SHX Text

37

AutoCAD SHX Text

38

AutoCAD SHX Text

39

AutoCAD SHX Text

40

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1

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2

AutoCAD SHX Text

3

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

6

AutoCAD SHX Text

FAX: (209) 754-1069

AutoCAD SHX Text

PHONE: (209) 754-3543

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AutoCAD SHX Text

P.O. BOX 846

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120 TOMA COURT

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WATER DISTRICT

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CALAVERAS COUNTY

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PLAN & PROFILE

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STA. 30+50 - 40+00

AutoCAD SHX Text

C8

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10

AutoCAD SHX Text

17

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HORZ. 1"=40'

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VERT. 1"=4'

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(E) UTILITY POLE

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BORE PIT-B7

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SEE THIS SHEET

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SEE SHEET C9

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N

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AutoCAD SHX Text

SEE THIS SHEET

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AutoCAD SHX Text

SEE SHEET C7

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N

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MEKO

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DRIVE

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MEKO

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14" CEDAR

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16" PINE

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18" PINE

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(E) UTILITY POLE

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(E) UTILITY POLE

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BORE PIT-B15

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BORE PIT-B14

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(E) UTILITY POLE

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(E) 12" CMP

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(E) UTILITY POLE

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(E) 12" CMP

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(E) 12" CMP

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(E) 12" CMP

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DRIVE

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(E) FOG LINE

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(E) EDGE OF PVMT

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S U B D I V I S I O N

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FH 1111

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B I G T R E E S

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1

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1

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1

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1

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1

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1

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1

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3

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2

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1

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2

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3

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(E) ISOLATION VALVE

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1

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(E) RIGHT OF WAY

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90'

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(E) RIGHT OF WAY

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50'

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AutoCAD SHX Text

2/26/19

AutoCAD SHX Text

No. C60311

AutoCAD SHX Text

Exp. 06-06-20

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V

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C

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I

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C

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T

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T

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A

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A

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E

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E

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R

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E

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E

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R

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E

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E

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N

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I

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G

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N

AutoCAD SHX Text

A

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N

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I

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S

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O

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S

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R

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E

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S

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N

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N

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.

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G

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R

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A

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Y

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(N) FIRE HYDRANT-CCWD STANDARD DETAILS W04 AND W04A

4

9

9

4

4

9

9

8

4998

CALIFORNIA


CALAVERAS COUNTY



SCALE ACCORDINGLY

0 1"

OF SHEETS

SHEET NUMBER

DRAWING NUMBER


DESIGN:

DRAWN:

CHECKED:

DATE:

DATE:

DATE:


ROSEVILLE, CA 95678(916) 791-1188

SUITE 200

YTNU

OCSAREVALAC

TCIRTSIDRE

TAW SNG

WCJ

SNG

02-26-19

02-26-19

02-26-19 02-26-19

02-26-19

AutoCAD SHX Text

5000

AutoCAD SHX Text

5000

AutoCAD SHX Text

10"W

AutoCAD SHX Text

14"W

AutoCAD SHX Text

40

AutoCAD SHX Text

42

AutoCAD SHX Text

43

AutoCAD SHX Text

44

AutoCAD SHX Text

45

AutoCAD SHX Text

46

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6"W

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6"W

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+00.00 MATCH LINE

AutoCAD SHX Text

40+00

AutoCAD SHX Text

41+00

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42+00

AutoCAD SHX Text

43+00

AutoCAD SHX Text

44+00

AutoCAD SHX Text

45+00

AutoCAD SHX Text

46+00

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47+00

AutoCAD SHX Text

48+00

AutoCAD SHX Text

49+00

AutoCAD SHX Text

50+00

AutoCAD SHX Text

51+00

AutoCAD SHX Text

4975

AutoCAD SHX Text

4965

AutoCAD SHX Text

4985

AutoCAD SHX Text

4975

AutoCAD SHX Text

4995

AutoCAD SHX Text

4985

AutoCAD SHX Text

+00.00 MATCH LINE

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

+94%%p 10"x6" CROSS

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+62%%p FIRE HYDRANT

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+50%%P AIR RELIEF VALVE

AutoCAD SHX Text


AutoCAD SHX Text

4970

AutoCAD SHX Text

4980

AutoCAD SHX Text

4990

AutoCAD SHX Text

10"W

AutoCAD SHX Text

10"W

AutoCAD SHX Text

14"W

AutoCAD SHX Text

14"W

AutoCAD SHX Text

46

AutoCAD SHX Text

47

AutoCAD SHX Text

48

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49

AutoCAD SHX Text

50

AutoCAD SHX Text

51

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

3

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

6

AutoCAD SHX Text

FAX: (209) 754-1069

AutoCAD SHX Text

PHONE: (209) 754-3543

AutoCAD SHX Text


AutoCAD SHX Text

P.O. BOX 846

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120 TOMA COURT

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WATER DISTRICT

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CALAVERAS COUNTY

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PLAN & PROFILE

AutoCAD SHX Text

STA. 40+00 - 51+00

AutoCAD SHX Text

C9

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11

AutoCAD SHX Text

17

AutoCAD SHX Text

HORZ. 1"=40'

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VERT. 1"=4'

AutoCAD SHX Text

SHOSHONE

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DRIVE

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BORE PIT-B6

AutoCAD SHX Text

4965

AutoCAD SHX Text

4975

AutoCAD SHX Text

4975

AutoCAD SHX Text

4995

AutoCAD SHX Text


AutoCAD SHX Text

SEE SHEET C8

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AutoCAD SHX Text

SEE SHEET C10

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AutoCAD SHX Text

SEE THIS SHEET

AutoCAD SHX Text


AutoCAD SHX Text

SEE THIS SHEET

AutoCAD SHX Text

N

AutoCAD SHX Text

N

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MEKO DRIVE

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MEKO

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DRIVE

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(E) UTILITY POLE

AutoCAD SHX Text

BORE PIT-B12

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(E) UTILITY POLE

AutoCAD SHX Text

BORE PIT-B11

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(E) 12" CMP

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(E) UTILITY POLE

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(E) UTILITY POLE

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(E) 12" CMP

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(E) FOG LINE

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(E) EDGE OF PVMT

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(E) UTILITY POLE

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BORE PIT-B6

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AutoCAD SHX Text

FH 1113

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FH 1112

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1

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1

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1

AutoCAD SHX Text

1

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1

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1

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3

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1

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2

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3

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2

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1

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3

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3

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3

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1

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AutoCAD SHX Text

(E) RIGHT OF WAY

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50'

AutoCAD SHX Text


AutoCAD SHX Text

2/26/19

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CONNECTION DETAIL SEE DETAIL 5/C14

AutoCAD SHX Text

No. C60311

AutoCAD SHX Text

Exp. 06-06-20

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V

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C

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I

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C

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T

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T

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A

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E

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F

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S

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A

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I

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A

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E

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E

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R

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R

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E

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E

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T

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D

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O

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R

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F

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P

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E

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E

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N

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I

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G

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N

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A

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N

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I

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S

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O

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S

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L

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R

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E

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S

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I

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M

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O

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N

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N

AutoCAD SHX Text

.

AutoCAD SHX Text

G

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R

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A

AutoCAD SHX Text

Y

AutoCAD SHX Text

(N) FIRE HYDRANT-CCWD STANDARD DETAILS W04 AND W04A

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REMOVE (E) 14" VALVE AND (E) 6" VALVES

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AutoCAD SHX Text


AutoCAD SHX Text

REPLACE 6" WATER MAIN

AutoCAD SHX Text


CALIFORNIA


CALAVERAS COUNTY



SCALE ACCORDINGLY

0 1"

OF SHEETS

SHEET NUMBER

DRAWING NUMBER


DESIGN:

DRAWN:

CHECKED:

DATE:

DATE:

DATE:


ROSEVILLE, CA 95678(916) 791-1188

SUITE 200

YTNU

OCSAREVALAC

TCIRTSIDRE

TAW SNG

WCJ

SNG

02-26-19

02-26-19

02-26-19 02-26-19

02-26-19

AutoCAD SHX Text

4940

AutoCAD SHX Text

4940

AutoCAD SHX Text

4950

AutoCAD SHX Text

4950

AutoCAD SHX Text

4960

AutoCAD SHX Text

10"W

AutoCAD SHX Text

14"W

AutoCAD SHX Text

54

AutoCAD SHX Text

55

AutoCAD SHX Text

56

AutoCAD SHX Text

57

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58

AutoCAD SHX Text

59

AutoCAD SHX Text

60

AutoCAD SHX Text

61

AutoCAD SHX Text

62

AutoCAD SHX Text

6"W

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6"W

AutoCAD SHX Text

6"W

AutoCAD SHX Text

4950

AutoCAD SHX Text

4960

AutoCAD SHX Text

10"W

AutoCAD SHX Text

14"W

AutoCAD SHX Text

51

AutoCAD SHX Text

52

AutoCAD SHX Text

53

AutoCAD SHX Text

54

AutoCAD SHX Text

55

AutoCAD SHX Text

+00.00 MATCH LINE

AutoCAD SHX Text

51+00

AutoCAD SHX Text

52+00

AutoCAD SHX Text

53+00

AutoCAD SHX Text

54+00

AutoCAD SHX Text

55+00

AutoCAD SHX Text

56+00

AutoCAD SHX Text

57+00

AutoCAD SHX Text

58+00

AutoCAD SHX Text

59+00

AutoCAD SHX Text

60+00

AutoCAD SHX Text

61+00

AutoCAD SHX Text

62+00

AutoCAD SHX Text

+00.00 MATCH LINE

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

+88%%p 10"x6" TEE

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+42%%p 10"x6" TEE

AutoCAD SHX Text

+15%%p BOV

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AutoCAD SHX Text


AutoCAD SHX Text

+00%%p 10"X10"X6" TEE & FH

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1

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2

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3

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

6

AutoCAD SHX Text

FAX: (209) 754-1069

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PHONE: (209) 754-3543

AutoCAD SHX Text


AutoCAD SHX Text

P.O. BOX 846

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120 TOMA COURT

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WATER DISTRICT

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CALAVERAS COUNTY

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PLAN & PROFILE

AutoCAD SHX Text

STA. 51+00 - 62+00

AutoCAD SHX Text

C10

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12

AutoCAD SHX Text

17

AutoCAD SHX Text

HORZ. 1"=40'

AutoCAD SHX Text

VERT. 1"=4'

AutoCAD SHX Text

6" FIR

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4940

AutoCAD SHX Text

4945

AutoCAD SHX Text

4950

AutoCAD SHX Text

4955

AutoCAD SHX Text

4960

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SEE THIS SHEET

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N

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HOKAN

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CIRCLE

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MIDO

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WAY

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SEE SHEET C9

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SEE SHEET C11

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SEE THIS SHEET

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N

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DOUBLE CEDAR

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(E) CMP (PLUGGED)

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(E) UTILITY POLE

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(E) CMP (PLUGGED)

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(E) CMP (DAMAGED)

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(E) UTILITY POLE

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24" PINE

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28" PINE

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(E) UTILITY POLE

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(E) UTILITY POLE

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BORE PIT-B10

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BORE PIT-B5

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(E) UTILITY POLE

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(E) 12" CMP

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12" CEDAR

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BORE PIT-B4

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CEDAR CLUSTER

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30" CEDAR

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14" CEDAR

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16" CEDAR

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(E) 12" CMP

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12" PINE

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(E) UTILITY POLE

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(E) YELLOW DBL LINE

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(E) FOG LINE

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REPLACE (E) SAMPLE STATION

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SEE DISTRICT DET WO9

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(E) PRV (TO BE REMOVED)

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(E) WARNING SIGN

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(E) UTILITY POLES

AutoCAD SHX Text


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FH 1115

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FH 1114

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CONNECTION DETAIL

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SEE DETAIL 2/C15

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CONNECTION DETAIL

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SEE DETAIL 4/C15

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1

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1

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1

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2

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1

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2

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3

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1

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3

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1

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3

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2

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3

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1

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3

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1

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3

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1

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3

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1

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(E) ISOLATION VALVE

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(E) ISOLATION VALVE

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BLOW-OFF VALVE SEE DISTRICT DET W06A

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MEKO

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DRIVE

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SEE DETAIL 3/C15 CONNECTION DETAIL FOR BYPASS PIPE

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AutoCAD SHX Text

2/26/19

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INSTALL NEW PRV W/BYPASS SEE RELOCATION DETAIL 1/C13

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CONNECTION DETAIL

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SEE DETAIL 5/C14

AutoCAD SHX Text

No. C60311

AutoCAD SHX Text

Exp. 06-06-20

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V

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C

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I

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C

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T

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T

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E

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E

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E

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E

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N

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I

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G

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N

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A

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N

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I

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S

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O

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S

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R

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E

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S

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I

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N

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N

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G

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R

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A

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Y

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(E) FH TO BE REMOVED

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INSTALL FH AFTER REMOVING BYPASS

CALIFORNIA


CALAVERAS COUNTY



SCALE ACCORDINGLY

0 1"

OF SHEETS

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DESIGN:

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ROSEVILLE, CA 95678(916) 791-1188

SUITE 200

YTNU

OCSAREVALAC

TCIRTSIDRE

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STOP

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10"W

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14"W

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14"W

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62

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62+00

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+00.00 MATCH LINE

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HIGHWAY 4

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RIGHT OF WAY

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71+05±

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+00%%p 10"x8" TEE

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+70%%p AIR RELIEF VALVE

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18"SD

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+10%%p END WATER MAIN

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FAX: (209) 754-1069

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PHONE: (209) 754-3543

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P.O. BOX 846

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120 TOMA COURT

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WATER DISTRICT

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CALAVERAS COUNTY

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PLAN & PROFILE

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STA. 62+00 - 69+10

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C11

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13

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17

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HORZ. 1"=40'

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VERT. 1"=4'

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SEE THIS SHEET

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SEE THIS SHEET

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HIGHWAY 4

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SEE SHEET C11

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MEKO DRIVE

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MEKO

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FIRE STATION

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NO. 2

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MAINTENANCE

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YARD

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48" OAK

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(E) YELLOW DBL LINE

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PINE/CEDAR

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60" CEDAR

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26" FIR

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60" CEDAR

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28" OAK

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16" PINE

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BORE PIT-B3

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(E) 12" CMP

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(E) UTILITY POLE

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(E) UTILITY POLES

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(E) UTILITY POLE

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30" CEDAR

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(E) STOP SIGN

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DOUBLE FIR

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(E) 18" CMP

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BORE PIT-B2

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BORE PIT-B1

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(E) FOG LINE

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DRIVE

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RIGHT OF WAY

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FH 1117

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TO FIRE STATION

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CONNECTION DETAIL

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SEE DETAIL 5/C15

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EXISTING RESIDENTIAL SERVICES, REPLACE ALL LATERALS, BOXES, VALVES, AND METERS. SEE CCWD STANDARD DETAILS W07, W07C & WO7D.

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EXISTING FIRE HYDRANT - REPLACE LATERAL, VALVE, AND HYDRANT. SEE CCWD STANDARD DETAIL WO4.

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3

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(E) PG&E UTILITY

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2/26/19

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V100

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No. C60311

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Exp. 06-06-20

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CALIFORNIA


CALAVERAS COUNTY



SCALE ACCORDINGLY

0 1"

OF SHEETS

SHEET NUMBER

DRAWING NUMBER


DESIGN:

DRAWN:

CHECKED:

DATE:

DATE:

DATE:


ROSEVILLE, CA 95678(916) 791-1188

SUITE 200

YTNU

OCSAREVALAC

TCIRTSIDRE

TAW SNG

WCJ

SNG

02-26-19

02-26-19

02-26-19 02-26-19

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A

A

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FAX: (209) 754-1069

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PHONE: (209) 754-3543

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P.O. BOX 846

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120 TOMA COURT

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WATER DISTRICT

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CALAVERAS COUNTY

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PRV STATION - DETAILS

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C12

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14

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17

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NO SCALE

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S:\_PROJECTS\CCWD14-001 - TECHITE PIPE REPLACEMENT\CADD\C12 - WATER PIPE DETAILS.DWG

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2/26/19

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TO DRAIN

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SLOPE

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1'-6"

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DRAIN TO DISCHARGE BOX

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1'-6"

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3'-0"

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6" DIP WATER MAIN

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PLAN VIEW

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ITEM

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DESCRIPTION

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MECHANICAL RESTRAINT GLAND

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2

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6" X 6" X 3" DUCTILE IRON TEE, MJ X MJ X MJ

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6" D.I.P. SPOOL, FLANGE X PLAIN END

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SADDLE, CORP STOP, PRESSURE GAGE ASSEMBLY (SEE DETAIL THIS SHEET)

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10

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SUMP

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SLOPE FLOOR

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TO DRAIN

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22

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PRESSURE GAGE

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FLOW

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FLOW

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FLOW

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FLOW

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FLOW

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GRAVITY DRAIN

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SUMP OR GRAVITY

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DRAIN TO DAYLIGHT

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7

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4"

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MIN TYP

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24

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20

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SECTION A-A

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20

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14

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19

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15

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16

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21

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4

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TO DISCHARGE BOX

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4

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6

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5

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4

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4

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13

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16

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4

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7

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1

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18

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3

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11

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12

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1

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3

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11

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12

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2

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13

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2

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25

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26

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3" ROMAC DJ400 DISMANTLING JOINT

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3" D.I.P. SPOOL, PLAIN ENDS

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3" D.I.P. SPOOL, FLANGE X PLAIN ENDS

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6" ROMAC DJ400 DISMANTLING JOINT

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3" 90-DEGREE BEND, MJ X MJ

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3" X 3" X 2" DUCTILE IRON TEE

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6" PRESSURE REDUCING VALVE, FL x FL, SEE SPECIFICATIONS

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2" PRESSURE RELIEF VALVE, SEE SPECIFICATIONS

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3" REDUCED PORT PRESSURE REDUCING VALVE, FL X FL, SEE SPECIFICATIONS

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3/4" CORP. STOP BALL VALVE (AWWA C800, NSF 61 & 372, 300 PSI)

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SERVICE SADDLE (MUELLER DR2A, NYLON DUCTILE IRON, DOUBLE STRAP)

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3/4" 45-DEGREE BRASS COUPLING, LEAD FREE

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3/4" THREADED PIPE NIPPLE (RED BRASS ASTM B43, SCHEDULE 40)

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2" AWWA C515, GATE VALVE

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PIPE SUPPORT, HOT DIP GALVANIZED, PLACER WATERWORKS (PW/PS) WITH STANDARD (PW/SDL-S) SADDLES

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BRASS REDUCER BUSHING, 3/4" MALE TO 1/4" FEMALE NPT REDUCING BUSHINGS (SWAGELOK 12-RB-4 OR EQUAL)

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27

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BOURDON TUBE PRES. GAGES (WIKA TYPE 213.53DW, LIQUID FILLED)

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MIN 72" X 72" DOUBLE LEAF HATCH, , " STEEL Z-BAR FRAME, " STEEL DIAMOND 14" STEEL Z-BAR FRAME, " STEEL DIAMOND 14" STEEL DIAMOND PLATE, STAINLESS STEEL HARDWARE AND SAFETY ARMS, TORSION ASSIST, FOUR " 12" SECURITY BOLTS, H20 TRAFFIC RATED

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6" AWWA C515 GATE VALVE, FL X FL, AWWA NUT OPERATORS

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3" AWWA C515 GATE VALVE, FL X FL, AWWA NUT OPERATOR

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CORE DRILL OR FORMED HOLES; FILL ANNULAR VOID WITH NON-SHRINK CONSTRUCTION GROUT, SAKRETE, SIKAGROUT, FIVE STAR, OR EUQAL

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25

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25

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PRECAST CONCRETE VAULT, MINIMUM 6'-0" I.D. X 6'-0" I.D., SEE SPECIFICATIONS

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9

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2

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2

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2

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2

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2

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2

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2

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2

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LOW POINT OF FLOOR SLOPE TO SUMP

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5

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1'-6"

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MIN.

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NOTES:

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1. COMPONENTS, FITTINGS AND OTHER DETAILS SHOWN HEREON, HAVE BEEN DRAWN TO COMPONENTS, FITTINGS AND OTHER DETAILS SHOWN HEREON, HAVE BEEN DRAWN TO APPROXIMATE DIMENSIONS. SHOP DRAWINGS SHALL BE SUBMITTED TO THE DISTRICT FOR APPROVAL PRIOR TO CONSTRUCTION. SHOP DRAWINGS SHALL SHOW COMPLETE DETAILS OF THE INSTALLATION INCLUDING SIZE, LOCATION, MANUFACTURERS NAME, MODEL AND DIMENSIONAL AND ENGINEERING DATA OF ALL COMPONENTS. 2. SEE SITE PLAN FOR LOCATION OF ALIGNMENTS AND OUTLETS.SEE SITE PLAN FOR LOCATION OF ALIGNMENTS AND OUTLETS.

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28

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2' X 2' DRAINAGE INLET BOX W/ FRAME AND GRATE

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FLAP VALVE

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NO SCALE

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NO SCALE

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DISCHARGE BOX

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SEE STD DWG, THIS SHEET

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29

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PLAN

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PROFILE

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GRATE

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UNDISTURBED EARTH

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6"

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4" MIN

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2" TO 4" DRAIN ROCK

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No. C60311

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Exp. 06-06-20

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CALIFORNIA


CALAVERAS COUNTY



SCALE ACCORDINGLY

0 1"

OF SHEETS

SHEET NUMBER

DRAWING NUMBER


DESIGN:

DRAWN:

CHECKED:

DATE:

DATE:

DATE:


ROSEVILLE, CA 95678(916) 791-1188

SUITE 200

YTNU

OCSAREVALAC

TCIRTSIDRE

TAW SNG

WCJ

SNG

02-26-19

02-26-19

02-26-19 02-26-19

02-26-19

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6"W

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6"W

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10"W

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FAX: (209) 754-1069

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PHONE: (209) 754-3543

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P.O. BOX 846

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120 TOMA COURT

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WATER DISTRICT

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CALAVERAS COUNTY

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PRV STATION - RELOCATION

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C13

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AS SHOWN

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-

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SCALE: 1"=4'

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PRV RELOCATION DETAIL

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MEKO

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DRIVE

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HOKAN CIRCLE

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(E) PRV (TO BE REMOVED)

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(E) EDGE OF PAVEMENT

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12" CEDAR

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5'-0"

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13'-0"

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PROPOSED PRV, SEE DETAIL W13A/C12. EXCAVATION AND BACKFILL PER DISTRICT STANDARDS

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R I G H T O F W A Y

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N

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DISCHARGE BOX PER STD CCWD DETAIL W14

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S:\_PROJECTS\CCWD14-001 - TECHITE PIPE REPLACEMENT\CADD\C13 - PRV LOCATION DETAIL.DWG

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2/26/19

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COMPLETE 10" TEE AND 10" GATE VALVES PER DETAIL 2/C15

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NOTES: 1. ALL BENDS ON 6" LINE TO BE MECHANICALLY ALL BENDS ON 6" LINE TO BE MECHANICALLY RESTRAINED IN ADDITION TO THRUST BLOCKS.

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2" GRAVITY DRAIN

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REPLACE 6" ACP (E) WITH 6" DI PIPE BETWEEN 10"W AND NEW PRV STATION

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PLACE THRUST BLOCK, TYP SEE NOTE 1

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CUT-IN ISOLATION VALVE INTO 6" TECHITE PIPE PER DETAIL 3/C15

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No. C60311

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Exp. 06-06-20

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CALIFORNIA


CALAVERAS COUNTY



SCALE ACCORDINGLY

0 1"

OF SHEETS

SHEET NUMBER

DRAWING NUMBER


DESIGN:

DRAWN:

CHECKED:

DATE:

DATE:

DATE:


ROSEVILLE, CA 95678(916) 791-1188

SUITE 200

YTNU

OCSAREVALAC

TCIRTSIDRE

TAW SNG

WCJ

SNG

02-26-19

02-26-19

02-26-19 02-26-19

02-26-19

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FAX: (209) 754-1069

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PHONE: (209) 754-3543

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P.O. BOX 846

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120 TOMA COURT

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WATER DISTRICT

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CALAVERAS COUNTY

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C14

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AS SHOWN

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CONNECTION DETAIL

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(N) 10" FL GATE VALVE, TYP

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(E) 6" ACP

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NO SCALE

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CONNECTION DETAIL

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(N) 10" X 6" FL DUCTILE IRON CROSS

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(N) 6" TRANSITION COUPLING

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S:\_PROJECTS\CCWD14-001 - TECHITE PIPE REPLACEMENT\CADD\C14 - SECTIONS & DETAILS-1.DWG

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2/26/19

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STA 8+89

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TEMP 10" X 14" FL REDUCER, TYP

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(N) 10" DUCTILE IRON PIPE, TYP

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(E) 14" TECHITE PIPE, TYP

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(N) DUCTILE IRON SPOOL, TYP

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TEMP 10" X 14" REDUCER, TYP

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TEMP 14" FCA

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(N) 6" DUCTILE IRON PIPE

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BYPASS AND/OR FUTURE HYDRANT

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(N) 10" FL DUCTILE IRON TEE

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(N) 10" X 6" FL REDUCER

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(N) 10" X 6" FL REDUCER

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STA 11+30

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STA 16+94

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STA 13+35

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STA 40+94

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STA 22+45

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STA 29+00

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STA 52+00

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(N) 6" FL GATE VALVE, SEE DETAIL 1/C15

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(N) 6" FL GATE VALVE, SEE DETAIL 1/C15

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(N) 6" FL GATE VALVE

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(N) 10" X 6" FL DUCTILE IRON TEE

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(N) 10" DUCTILE IRON SPOOL, TYP

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TEMP 14" FCA, TYP

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FLANGE COUPLING ADAPTOR, TYP

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TEMP 14" FCA, TYP

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THRUST BLOCK, TYP

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THRUST BLOCK, TYP

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(N) 6" DUCTILE IRON SPOOL

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(N) FCA

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(E) 6" ACP

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(N) FCA

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THRUST BLOCK, TYP

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(N) 10" X 6" FL DUCTILE IRON TEE

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THRUST BLOCK, TYP

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STA 0+20

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6" DUCTILE IRON TEMPORARY BYPASS PIPE

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CONNECTION TO FH 1109

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STA 40+18

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No. C60311

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Exp. 06-06-20

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PROVIDE 10'

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SEPARATION

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PROVIDE 10'

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SEPARATION

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THRUST BLOCK

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6" DUCTILE IRON TEMPORARY BYPASS PIPE

CALIFORNIA


CALAVERAS COUNTY



SCALE ACCORDINGLY

0 1"

OF SHEETS

SHEET NUMBER

DRAWING NUMBER


DESIGN:

DRAWN:

CHECKED:

DATE:

DATE:

DATE:


ROSEVILLE, CA 95678(916) 791-1188

SUITE 200

YTNU

OCSAREVALAC

TCIRTSIDRE

TAW SNG

WCJ

SNG

02-26-19

02-26-19

02-26-19 02-26-19

02-26-19

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FAX: (209) 754-1069

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PHONE: (209) 754-3543

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P.O. BOX 846

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120 TOMA COURT

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WATER DISTRICT

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CALAVERAS COUNTY

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C15

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AS SHOWN

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REMOVE (E) GV AND REPLACE W/6" FL X MJ GATE VALVE, TYP

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REMOVE (E) ACP AND REPLACE W/6" DUCTILE IRON PIPE TO PROPOSED PRV

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10" X 6" FL DUCTILE IRON TEE

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10" FL GATE VALVE, TYP

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PRV BYPASS DETAIL

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S:\_PROJECTS\CCWD14-001 - TECHITE PIPE REPLACEMENT\CADD\C15 - SECTIONS & DETAILS-2.DWG

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2/26/19

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STA 57+00 HOKAN CIRCLE

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(E) 6" ACP

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TO SYSTEM

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TO PRV

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THRUST BLOCK

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(E) 6" ACP, SEE NOTE 1

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NOTES: 1. REPLACE (E) 6" ASBESTOS CONCRETE PIPE (ACP) WITH DIP REPLACE (E) 6" ASBESTOS CONCRETE PIPE (ACP) WITH DIP UPON COMPLETION OF NEW 10" WATER MAIN PER DETAIL 6/C14.

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(E) 6" ACP

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(N) 6" DUCTILE IRON PIPE, CONNECT TO TEMP BYPASS

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(N) FCA, TYP

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TEMP 14" FCA

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(E) 6" ACP

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STA 60+42 MIDO WAY

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10" DUCTILE IRON PIPE, TYP

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STA 69+10 MEKO DRIVE

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TO (E) FH

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TEMP 6" BYPASS DUCTILE IRON SPOOL

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(N) 8" X 10" FL DUCTILE IRON WYE

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(N) 8" X 6" FL DUCTILE IRON WYE

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10" PUSH-ON CAP FOR FUTURE EXTENSION

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RECONNECT 8" DUCTILE IRON PIPE UPON COMPLETION

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(E) 8" DUCTILE IRON PIPE

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(E) 6" DUCTILE IRON PIPE

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(N) 6" TRANSITION COUPLING, TYP

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THRUST BLOCK, TYP

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THRUST BLOCK, TYP

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THRUST BLOCK, TYP

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TEMP BYPASS CONNECTION DUCTILE IRON SPOOL

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THRUST BLOCK, TYP

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(N) FCA, TYP

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TEMP 6" GATE VALVE

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(N) FCA, TYP

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(N) FCA, TYP

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EXISTING V100

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No. C60311

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Exp. 06-30-20

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Date post:	25-Jun-2020
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