|
SECTION A -A SECTION B -B SECTION C -C
<br />11 3/4" DIA. -
<br />5/8" 1" 1" DIA. OPENING 3/4" DIA. OPENING 3/4"� 2 5/16"
<br />3 5/8" FILLET I7DIA
<br />1 1 1 /2" / 1 2 1 /4'
<br />1 3 3/4" 3" FILLET 1/2
<br />II (TYP) \ I 1/4"
<br />1/2„
<br />10 5/8 -F- 9 1 /4" DIA. -►-10 5/8" DIA. -�I I
<br />7/16" 1/2" I I II 1/16"
<br />10 7/8DIA. 9 1/2" DIA. 11 1/8" DIA. y
<br />l► 1 1 5/8" DIA. -yll 1•-10 1 /4" DIA. Eii 1/2' DIA. i 9.1
<br />I I I II I I 2
<br />j---1 1 7/8" DIA. 1 { -10 1/2" DIA. yl 12 3/4" DIA. -,ul 1 1/4"
<br />12 3/4" DIA. F 11 1/2" DIA. 14 1/4" DIA. 3/4"
<br />VIII III I 1/8"-�� IIII' �I111 i I I III
<br />1/8" J•,-11-15 1/ 4" DIA. - 1 1 1 /4..
<br />3/8" -�I -1 /8" 3/16"
<br />- ` i
<br />1/2"
<br />A j� / \\\\ A B //j \\\ B C y �j�/ \\\\Ips C �_ 3/4,.
<br />11 3/4" DIA. -
<br />\\\ 3/8" 1/2" � 3/4„
<br />VARIES 1 1/2",
<br />2" & 2 1/2"
<br />-y
<br />COVER "A" COVER "B" FRAME DETAIL FOR COVER "B" I 1/$.. _y 3/4"
<br />(FOR UNPAVED AREAS) (FOR PAVED AREAS) (IN PAVED AREAS) 3/4" - -
<br />5/16" 4-"-10 3/4" DIA. -
<br />1 12 3/4" DIA. TYPICAL CENTER SECTION OF FRAME RISER
<br />2" SPACE WITH [ 8 1/8" DIA 1 5/8" SPACE WITH (FOR PAVED AREAS)
<br />1' RAISED LETTERING (TYP) ` 1 OR 3/4" RAISED LETTERING (TYP) AL' F
<br />If _ \\ 1/4"
<br />❑�� / 1/4"❑❑❑❑❑❑❑❑ (TYP) NOTES:
<br />a❑❑❑❑ �a11
<br />(TYP) 0 0 0 0 0 0 0 ❑ 3/4„ 1. Frame, cover and casing extensions to be
<br />❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1 3/4" SPACE WITH of good quality domestic cast iron, free
<br />❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1 1/8" RAISED LETTERING L ❑ u WATER 0 ❑ (NP) from flaws and blow holes, and of
<br />( 1 1111
<br />❑ ❑ ❑ ❑ ❑ ❑O❑ ❑ ❑ ❑ ❑ sufficient strength to resist breakage by
<br />�.J street traffic.
<br />2" SPACE WITH ❑❑ WATER ❑❑ o❑❑❑❑❑❑❑❑❑❑
<br />1 " RAISED LETTERING 7/8" (TYP) 2. Castings to be true, and if necessary to
<br />❑ ❑ ❑ I 1 4" ❑ ❑ ❑ ❑ ❑ ❑ D 3 8" be trimmed on emery wheel to prevent
<br />L ��1 / ❑ ❑ ❑ ❑ ❑ ❑ / rocking of cover in any position in the
<br />❑ �/�� D(�' (TYP) 11 1/2" DIA. p� frame.
<br />` RV 1 Ij V 1 1/4" 3. See latest revision of drawing CW -439 for
<br />3/4" (TYP) valve cover, casing, and frame installation
<br />7/8„ (TYP) (TYP) details.
<br />8 1/4" DIA.
<br />4. Cover "A" does not have a matching cost
<br />TOP VIEW OF COVER "A" NOTE: TOP VIEW OF COVER "B" frame.
<br />LETTERING AND DETAILS SHALL BE RAISED
<br />1/8" ABOVE FACE OF COVER "A" AND "B".
<br />CW VALVE COVER AND FRAME FABRICATION DETAILS
<br />14R6 FOR PAVED AND UNPAVED AREAS
<br />COVER "B" PER 2' MIN. OR
<br />PER GOVERNING AGENCY'S
<br />REQ. FRAME PER
<br />MUELLER INSTA-TITE/
<br />LATEST REVISION I�
<br />(2'-6" SQ. - KERN COUNTY) -'-jl
<br />CAMBRIDGE
<br />LATEST REVISION
<br />APAC
<br />OF DRAWING CW - 14
<br />(S MIN. - SAUNAS)
<br />SPLICE. SEE x-45"
<br />OF DRAWING CW -14
<br />FORD PACK JOINT
<br />CONSTRUCT 2" MIN. A.C. IN
<br />BRASS
<br />FRAME PERFINISHED
<br />GRADE
<br />A
<br />FLEXIBLE PAVEMENT AREAS
<br />NOMINAL MAIN SIZE x 1" CC
<br />DWG. CW -14
<br />S90 SERIES
<br />TAPE --
<br />TRACER WIRE
<br />d IF
<br />SPLICE. SEE
<br />-x--45''
<br />DWG. CW -850
<br />TYpE
<br />.
<br />STREET
<br />NAPE
<br />-----
<br />-----
<br />313 SERIES
<br />VARIABLE
<br />C
<br />SECTION
<br />NOMINAL MAIN SIZE
<br />1" CC
<br />BR 2B SERIES
<br />202B SERIES
<br />3825 SERIES
<br />°
<br />323 SERIES
<br />-----
<br />3'
<br />3" MIN.
<br />CORPORATION STOP (BALL)
<br />1" CC x 1" MFG.
<br />F/PE IPS
<br />IN SALINAS ONLY -
<br />-----
<br />-----
<br />° o°°�-gTHICKNESS
<br />° ° oo
<br />1" PE PLASTIC PIPE
<br />1" PE PLASTIC
<br />(8" MIN. FOR KERN COUNTY
<br />PIPE IPS
<br />INSTALL #4 AWG DIAGONALLY
<br />2" FROM CASING & 3" ABOVE
<br />F
<br />- ----
<br />1" 90' ELBOW
<br />-
<br />1" MFG F/PE IPS
<br />& SALINAS OR PER GOVERNING
<br />THE BOTTOM QF P.C.C.
<br />L66-44-NL
<br />G
<br />AGENCY'S REQUIREMENTS)
<br />1" F/PE IPS x 1"
<br />SEE P.C.C. COLLAR
<br />BA63-444W-U-AWT-NL
<br />746028-33 1"
<br />210NL-PE4T4
<br />-----
<br />CONSTRUCT CLASS "B" P.C.C. 12"
<br />REINFORCEMENT DETAIL
<br />CONSTRUCT SUB BASE TO
<br />COLLAR. EXTEND COLLAR TO SALINAS
<br />SUBGRADE OR EXTEND P.C.C.
<br />FINISHED GRADE IN RIGID ONLY
<br />FULL COMPACTION
<br />(CONTRACTOR'S OPTION)
<br />SPLA SLIP SLEEVE,
<br />PAVEMENT AREAS
<br />3/4" METER H -10879N A24 -NL 71OJ24 440NL-N4R2 ----- -----
<br />BASE ROCK VARIES TO EQUAL
<br />" GALVAN
<br />BY CWS COMPANY: 5/8" x 3/4" METER (USE FOR LOT SIZE < 10,000 SQ. FT.) LENGTH 7 1/2".
<br />J
<br />STREET SECTION
<br />GIZEDD
<br />T
<br />VALVE CASING TO BE 12" I.D.
<br />METER SPACER
<br />DEVELOPER'S CONTRACTOR SHALL INSTALL SCH. 80 PVC NIPPLE IN PLACE OF METER: 1-1/4" DIAMETER,
<br />SEE GALVANIZED
<br />SLIP SLEEVE
<br />#14 GA WELL CASING t3' LONG
<br />METER COUPLING
<br />DETAIL
<br />SEE ALTERNATE INSTALLATION
<br />STANDARD PAVED AREA INSTALLATION
<br />N.T.S.
<br />NOTE:
<br />TO EXTEND AN EXISTING STANDARD PAVED INSTALLATION:
<br />REMOVE FRAME, ADD STANDARD CAST FRAME RISER PER LATEST
<br />REVISION OF DRAWING CW -14, OR TACK WELD ADDITIONAL STEEL
<br />CASING AS REQUIRED, REPLACE FRAME.
<br />FINISHED COVER "A" PER FRAME PER COVER "B" PER
<br />I /- LATEST REVISION LATEST REVISION LATEST REVISION
<br />1 OF DRAWING CW -14 OF DRAWING CW -14 I �OF DRAWING CW -14
<br />GRADE
<br />VALVE CASING TO BE
<br />12" I.D. #14 GA. WELL CASING
<br />-A-
<br />(t3 FT. LONG)
<br />STANDARD INSTALLATION
<br />(IN UNPAVED AREAS)
<br />NOTE:
<br />TO EXTEND AN EXISTING STANDARD UNPAVED INSTALLATION:
<br />REMOVE COVER, TACK WELD ADDITIONAL STEEL CASING AS
<br />REQUIRED, AND REPLACE COVER.
<br />OF MAIN
<br />EXISTING
<br />FRAME
<br />NOTES:
<br />1. ALL PE PLASTIC PIPE REQUIRES TRACER WIRE TAPED TO PE PIPE AND
<br />EXTENDED INTO METER BOX PER LATEST REVISION OF DWG. CW -850 AND AS
<br />SPECIFIED IN CWS CO. MATERIAL SPECIFICATIONS DWG. CW -832.
<br />2. SADDLES ARE REQUIRED ON ALL PVC C-900, AC, STEEL, OR WROUGHT IRON
<br />PIPE.
<br />3. INSERT STIFFNERS SHALL BE USED ON ALL PE PIPE WITH COMPRESSION
<br />CONNECTIONS.
<br />4. WHEN USING MUELLER INSTA-TITE, BEVEL THE PE PIPE WITH MUELLER'S
<br />BEVELING TOOL PER MANUFACTURER'S SPECIFICATIONS.
<br />5. RESPONSIBILITY FOR SERVICE MAINTENANCE BY CWS CO. ENDS AT
<br />DOWNSTREAM METER COUPLING (OR LEFT TO DISTRICT'S DISCRETION).
<br />6. ALL PIPE FITTINGS IN CONTACT WITH WATER SHALL BE LEAD FREE (< 0.25%
<br />LEAD) AND COMPLIANT TO NSF-61/SECTION 8.
<br />OPTIONS: THESE OPTIONS MAY BE REQUIRED BY CWS CO
<br />1. EXTEND CUSTOMER'S PIPING ±12" BEYOND METER BOX WITH TWO 12"
<br />NIPPLES & TWO 90' ELLS, BRASS (OR GALVANIZED IF PREFERRED BY CWS). SEE
<br />NOTE 5.
<br />2. INSTALL BALL VALVE DOWNSTREAM FROM METER WHEN CUSTOMER'S PIPING IS
<br />UPHILL FROM METER OR CUSTOMER'S VALVE IS A GREAT DISTANCE FROM METER.
<br />3. INSTALL 1 " COPPER TUBING, TYPE K SOFT, INSTEAD OF PE WHEN CWS
<br />REPRESENTATIVE DETERMINES THAT CONDITIONS ARE UNFAVORABLE TO PE.
<br />�D
<br />45' SIDE TAPPED
<br />A (PVC C-900 PIPE)
<br />B (STEEL, DUCTILE, CAST OR
<br />WROUGHT IRON PIPE)
<br />C (AC PIPE)
<br />HYDRANT OUTLETS SHALL FACE STREET
<br />AT 45' ANGLES (UNLESS DIRECTED OTHERWISE
<br />BY C.W.S. CO. OR FIRE PROTECTION AGENCY) -�
<br />VALVE CASING AND COVER EXTENSION,
<br />EXISTING ASS'Y PER LATEST REVISION OF FINISHED SEE NOTE #3
<br />COVER REVISED DRAWING CW -14 AND CW -439 GRADE
<br />FINISHED
<br />rll=ll
<br />GRADE 6" GATE VALVE, PO WITH ll=
<br />RESTRAINED PO GASKETS ll
<br />EXISTING REVISED 6" DUCTILE IRON PIPE
<br />FINISHED STREET ELL OR TEE, PO WITH t3
<br />GRADE SECTION ONE RESTRAINED 6" RESTRAINED
<br />PO GASKET MJ ADAPTER
<br />CONCRETE THRUST
<br />BLOCK POURED AGAINST 1 a '
<br />UNDISTURBED GROUND `
<br />PER LATEST REVISION :-1
<br />IMPORTANT a=l -
<br />PLACE (4) GALVANIZED SELF -TAPPING OF DRAWING CW -435 X11 -u- i;
<br />SCREWS INSIDE CASING TO SECURE NTE: IN STOCKTON, INSTALLATION BEYOND Z6" DUCTILE IRON, PO -r
<br />SLIP SLEEVE TO PVC PIPE. TEE SHALL BE PER THE AGENCY'S REQUIREMENTS (RESTRAIN ALL PO JOINTS)
<br />(C.W.S. CO. DOES NOT OWN FIRE HYDRANT)
<br />EXISTING
<br />12' PVC _y
<br />PIPE
<br />BRICK, TYPICAL -
<br />EXISTING PAVED AREA PVC CASING
<br />AND SLIP SLEEVE EXTENSION
<br />N.T.S.
<br />Y4" MIN.
<br />ELONGATED
<br />SEDGE CA'
<br />VALVE CASING TO BE
<br />L� -J- 12" SDR 35 (PS,6) PVC 1Y2" MIN.
<br />(t3 FT. LONG) OVERLAP I
<br />ALTERNATE INSTALLATION - - - -
<br />(IN PAVED AREAS) �)
<br />NOTE: \
<br />TO EXTEND PVC CASING IN PAVED AREA: --
<br />SEE EXISTING PAVED AREA PVC CASING
<br />AND SLIP SLEEVE EXTENSION DETAIL. TOP VIEW SIDE VIEW P.C.C. COLLAR
<br />40" ±Y8" FOR 12" CAN �-� REINFORCEMENT
<br />VALVE (SALINAS ONLY)
<br />FULL COMPACTION lll 11 CASING N.T.S.
<br />AROUND VALVE llll
<br />BRICK I
<br />BONNET REQUIRED lll Tiff ---(SEE TOP VIEW)
<br />LEVEL TWO BRICKS = = 20 GAGE GALVANIZED STEEL
<br />TO PROVIDE END 12 tYg' (MIN. 1Y2 OZ. per SQ. FT. ZINC COATING)
<br />1 -_ -1Tt L1 f-1Tf-`Ii
<br />BEARING FOR-In-uT1-II-III- ITI=ITI=nl-ITI=
<br />VALVE CASING I
<br />1--+y2" MIN. OVERLAP
<br />VALVE CASING FOOTING
<br />TOP VIEW
<br />N.T.S.
<br />VALVE CASING FOOTING
<br />SIDE VIEW
<br />N.T.S.
<br />GALVANIZED SLIP SLEEVE
<br />N.T.S.
<br />CW VALVE CASING, COVER, AND FRAME
<br />439R6 INSTALLATION DETAILS
<br />AWG
<br />WIRE
<br />TIES
<br />STANDARD
<br />INSTALLATION
<br />N.T.S.
<br />6" GATE VALVE, PO x FLG
<br />WITH RESTRAINED PO GASKET
<br />FLANGE-TYTE GASKET OR
<br />AMERICAN TORUSEAL
<br />FLANGE GASKET
<br />(SEE NOTE #7)
<br />ELL OR TEE -i
<br />PART
<br />PART NAME
<br />PART SIZE
<br />MUELLER INSTA-TITE/
<br />FORD ULTRA-TITE/
<br />A.Y. McDONALD
<br />CAMBRIDGE
<br />SMITH-BLAIR
<br />APAC
<br />/
<br />F
<br />SPLICE. SEE x-45"
<br />MUELLER PACK -JOINT
<br />FORD PACK JOINT
<br />- PE PIPE COULD BE
<br />BRASS
<br />BENT, IF A 2' RADIUS
<br />A
<br />30" MIN.
<br />NOMINAL MAIN SIZE x 1" CC
<br />TRACER WIRE
<br />S90 SERIES
<br />TAPE --
<br />TRACER WIRE
<br />d IF
<br />SPLICE. SEE
<br />-x--45''
<br />DWG. CW -850
<br />TYpE
<br />.
<br />(TYP.)
<br />NAPE
<br />�D
<br />45' SIDE TAPPED
<br />A (PVC C-900 PIPE)
<br />B (STEEL, DUCTILE, CAST OR
<br />WROUGHT IRON PIPE)
<br />C (AC PIPE)
<br />HYDRANT OUTLETS SHALL FACE STREET
<br />AT 45' ANGLES (UNLESS DIRECTED OTHERWISE
<br />BY C.W.S. CO. OR FIRE PROTECTION AGENCY) -�
<br />VALVE CASING AND COVER EXTENSION,
<br />EXISTING ASS'Y PER LATEST REVISION OF FINISHED SEE NOTE #3
<br />COVER REVISED DRAWING CW -14 AND CW -439 GRADE
<br />FINISHED
<br />rll=ll
<br />GRADE 6" GATE VALVE, PO WITH ll=
<br />RESTRAINED PO GASKETS ll
<br />EXISTING REVISED 6" DUCTILE IRON PIPE
<br />FINISHED STREET ELL OR TEE, PO WITH t3
<br />GRADE SECTION ONE RESTRAINED 6" RESTRAINED
<br />PO GASKET MJ ADAPTER
<br />CONCRETE THRUST
<br />BLOCK POURED AGAINST 1 a '
<br />UNDISTURBED GROUND `
<br />PER LATEST REVISION :-1
<br />IMPORTANT a=l -
<br />PLACE (4) GALVANIZED SELF -TAPPING OF DRAWING CW -435 X11 -u- i;
<br />SCREWS INSIDE CASING TO SECURE NTE: IN STOCKTON, INSTALLATION BEYOND Z6" DUCTILE IRON, PO -r
<br />SLIP SLEEVE TO PVC PIPE. TEE SHALL BE PER THE AGENCY'S REQUIREMENTS (RESTRAIN ALL PO JOINTS)
<br />(C.W.S. CO. DOES NOT OWN FIRE HYDRANT)
<br />EXISTING
<br />12' PVC _y
<br />PIPE
<br />BRICK, TYPICAL -
<br />EXISTING PAVED AREA PVC CASING
<br />AND SLIP SLEEVE EXTENSION
<br />N.T.S.
<br />Y4" MIN.
<br />ELONGATED
<br />SEDGE CA'
<br />VALVE CASING TO BE
<br />L� -J- 12" SDR 35 (PS,6) PVC 1Y2" MIN.
<br />(t3 FT. LONG) OVERLAP I
<br />ALTERNATE INSTALLATION - - - -
<br />(IN PAVED AREAS) �)
<br />NOTE: \
<br />TO EXTEND PVC CASING IN PAVED AREA: --
<br />SEE EXISTING PAVED AREA PVC CASING
<br />AND SLIP SLEEVE EXTENSION DETAIL. TOP VIEW SIDE VIEW P.C.C. COLLAR
<br />40" ±Y8" FOR 12" CAN �-� REINFORCEMENT
<br />VALVE (SALINAS ONLY)
<br />FULL COMPACTION lll 11 CASING N.T.S.
<br />AROUND VALVE llll
<br />BRICK I
<br />BONNET REQUIRED lll Tiff ---(SEE TOP VIEW)
<br />LEVEL TWO BRICKS = = 20 GAGE GALVANIZED STEEL
<br />TO PROVIDE END 12 tYg' (MIN. 1Y2 OZ. per SQ. FT. ZINC COATING)
<br />1 -_ -1Tt L1 f-1Tf-`Ii
<br />BEARING FOR-In-uT1-II-III- ITI=ITI=nl-ITI=
<br />VALVE CASING I
<br />1--+y2" MIN. OVERLAP
<br />VALVE CASING FOOTING
<br />TOP VIEW
<br />N.T.S.
<br />VALVE CASING FOOTING
<br />SIDE VIEW
<br />N.T.S.
<br />GALVANIZED SLIP SLEEVE
<br />N.T.S.
<br />CW VALVE CASING, COVER, AND FRAME
<br />439R6 INSTALLATION DETAILS
<br />AWG
<br />WIRE
<br />TIES
<br />STANDARD
<br />INSTALLATION
<br />N.T.S.
<br />6" GATE VALVE, PO x FLG
<br />WITH RESTRAINED PO GASKET
<br />FLANGE-TYTE GASKET OR
<br />AMERICAN TORUSEAL
<br />FLANGE GASKET
<br />(SEE NOTE #7)
<br />ELL OR TEE -i
<br />PART
<br />PART NAME
<br />PART SIZE
<br />MUELLER INSTA-TITE/
<br />FORD ULTRA-TITE/
<br />A.Y. McDONALD
<br />CAMBRIDGE
<br />SMITH-BLAIR
<br />APAC
<br />LETTER
<br />F
<br />SPLICE. SEE x-45"
<br />MUELLER PACK -JOINT
<br />FORD PACK JOINT
<br />- PE PIPE COULD BE
<br />BRASS
<br />BENT, IF A 2' RADIUS
<br />A
<br />SERVICE SADDLE ALL BRONZE
<br />NOMINAL MAIN SIZE x 1" CC
<br />H-13400 SERIES
<br />S90 SERIES
<br />3805 SERIES
<br />800 SERIES
<br />393 SERIES
<br />-----
<br />B
<br />SERVICE SADDLE DUCTILE IRON
<br />NOMINAL MAIN SIZE
<br />x 1" CC
<br />DR 2A SERIES
<br />F202 SERIES
<br />-----
<br />-----
<br />313 SERIES
<br />102 SERIES
<br />C
<br />SERVICE SADDLE ALL BRONZEx
<br />NOMINAL MAIN SIZE
<br />1" CC
<br />BR 2B SERIES
<br />202B SERIES
<br />3825 SERIES
<br />810 SERIES
<br />323 SERIES
<br />-----
<br />D
<br />CORPORATION STOP (BALL)
<br />1" CC x 1" MFG.
<br />F/PE IPS
<br />FB1001-4-U-ANWT-NL
<br />B -2996N + H15456N /FB1001-4-NL 747018-33 1" 301NL-A4PE4 -----
<br />HIGH DENSITY POLYETHYLENE PIPE, IRON PIPE SIZE, AWWA STANDARD C901, PE 4710, PC 200, SIDR7
<br />-----
<br />-----
<br />E
<br />1" PE PLASTIC PIPE
<br />1" PE PLASTIC
<br />PIPE IPS
<br />- ----- - - ----
<br />H -15464N L66 -44 -U -NL/ 74761-3Q 1" 105NL-PE4PE4 -----
<br />F
<br />- ----
<br />1" 90' ELBOW
<br />-
<br />1" MFG F/PE IPS
<br />-----
<br />L66-44-NL
<br />G
<br />ANGLE METER STOP (BALL)
<br />1" F/PE IPS x 1"
<br />B-24266N/E-24259N
<br />BA63-444W-U-AWT-NL
<br />746028-33 1"
<br />210NL-PE4T4
<br />-----
<br />-----
<br />METER SWIVEL NUT
<br />/BA63-444W-NL
<br />1" METER TO 5/8-
<br />H
<br />METER ADAPTERx
<br />3/4" METER H -10879N A24 -NL 71OJ24 440NL-N4R2 ----- -----
<br />BY CWS COMPANY: 5/8" x 3/4" METER (USE FOR LOT SIZE < 10,000 SQ. FT.) LENGTH 7 1/2".
<br />J
<br />METER
<br />1" METER (USE FOR LOT SIZE 10,000 SQ. FT. OR LARGER OF IF REWD TO MEET CITY'S FIRE SPRINKLER ORDINANCE) LENGTH 10"
<br />K
<br />METER SPACER
<br />DEVELOPER'S CONTRACTOR SHALL INSTALL SCH. 80 PVC NIPPLE IN PLACE OF METER: 1-1/4" DIAMETER,
<br />----
<br />-----
<br />METER COUPLING
<br />11" LONG WITH PIT
<br />L
<br />1" METER SWIVEL
<br />NUT x M.I.P.
<br />H -10890N
<br />C38 -44 -2 -625 -NL
<br />74624
<br />417NL-T4M4
<br />_____
<br />_____
<br />METER BOX - BROOKS #37 BOX W/ CAST IRON COVER OR
<br />CHRISTY #B12 BOX W/ CAST IRON COVER.
<br />M
<br />IF OUTSIDE FULL TRAFFIC AREAS, USE CHRISTY FL12 BOX W/
<br />12" x 20" x 12"
<br />-----
<br />-----
<br />-----
<br />-----
<br />-----
<br />-----
<br />SYN12S LID. CWS OPTION: 1 -PIECE COVER FL12D OR
<br />ARMORCAST P6000485-ROMCAST BOX W/ A6000484DQ COVER &
<br />DROP-IN LID A6000487. CWS OPTION: 1 -PIECE COVER A6000484
<br />1" PEP x 1"
<br />N
<br />ANGLE BALL VALVE
<br />H-15426N+B-24378N/
<br />BA96-444W-U-AWT-NL
<br />LOCKNUT
<br />E-15429N+B-24278N
<br />/BA96-444W-NL
<br />P
<br />IRON YOKE PIECE
<br />-----
<br />H-5040
<br />Y504P
<br />-----
<br />-----
<br />-----
<br />-----
<br />Q
<br />EXPANSION CONNECTION
<br />-----
<br />H -14234N
<br />EC -4 -NL
<br />-----
<br />-----
<br />-----
<br />-----
<br />R
<br />YOKE COUPLING
<br />LOCKNUT x FIP
<br />H -14219N
<br />C91 -44 -NL
<br />-----
<br />-----
<br />-----
<br />-----
<br />lil
<br />'IH L CUSTOMER'S
<br />1i PIPE. SEE
<br />OPTIONS 1 & 2
<br />STANDARD INSTALLATION
<br />K -NIPPLE
<br />DATE: INIT.
<br />E
<br />All.
<br />MAP
<br />NOT USE PART
<br />PLAT
<br />sessr
<br />H" IF 1" METER
<br />SYSTEM
<br />IS USED.
<br />TRACER WIRE
<br />F
<br />SPLICE. SEE x-45"
<br />IN LIEU OF PART "F",
<br />DWG. CW -850 Typ;
<br />- PE PIPE COULD BE
<br />(TYP.)
<br />BENT, IF A 2' RADIUS
<br />CAN BE ACHIEVED
<br />SIDE VIEW FRONT VIEW
<br />METER BOX METER BOX
<br />WHEN REQUIRED BY CWS COMPANY, PLACE BRICKS ON TWO SIDES OF
<br />METER BOX FOR SUPPORT (OR 2" x 4" PRESSURE TREATED LUMBER)
<br />FIRE HYDRANT, SEE NOTE #1
<br />2"t SEE NOTE #4
<br />HYDRANT BURY
<br />MECHANICAL JOINT x FLG
<br />18" MIN.
<br />CONCRETE THRUST BLOCK
<br />POURED AGAINST UNDISTURBED
<br />GROUND. (8 SQ. FT. MINIMUM
<br />BEARING AREA)
<br />PO x FLG
<br />ALTERNATE
<br />INSTALLATION
<br />N.T.S.
<br />NOTES:
<br />1. For district specific fire hydrant models and requirements, see District fire
<br />hydrant form, note 18 on main extension drawing, or verify with C.W.S.
<br />Co. representative.
<br />2. All fire hydrant materials shall comply with latest C.W.S. Co. material
<br />specifications.
<br />3. A hydrant extension may be required to adjust for finished grade.
<br />4. For wet barrel hydrants this dimension is from finished grade to bury's
<br />flange or extension's flange when an extension is required.
<br />5. Push -on, flanged fitting joints, and/or threaded -flanged risers may be
<br />required in certain fire protection districts. Verify with C.W.S. Co.
<br />representative all fire hydrant material prior to the installation. (In
<br />Stockton verify with the fire protection agency that has jurisdiction.)
<br />6. Fire hydrant barricades shall be required when a vertical or rolled curb
<br />does not exist, or when the fire hydrant needs to be protected from
<br />moving vehicles, per latest revision of drawing CW -822.
<br />7. All machine bolts and nuts shall be 304 stainless steel, except for
<br />break -off bolts.
<br />8. A 90' elbow with restrained push on joints may be required for the fire
<br />hydrant installation when space is limited and the hydrant lead must run
<br />parallel to the main or the location of the fire hydrant requires the bend.
<br />9. Protect all underground bolts and nuts per C.W.S. Co. standard coating
<br />specification.
<br />10. A break -off check valve may be required in sloped terrain as specified by
<br />district personnel. Use Clow Model LB400 or approved equal.
<br />('CW TYPICAL FIRE HYDRANT
<br />380R16 INSTALLATION
<br />IMPORT BACKFILL REQUIRED
<br />WHEN GOVERNING AGENCY'S
<br />COMPACTION REQUIREMENTS
<br />CANNOT BE MET WITH NATIVE
<br />BACKFILL
<br />FINISHED GRADE
<br />30 IN. \
<br />TRACER WIRE
<br />TAPE
<br />D
<br />�-
<br />45' SIDE TAPPED
<br />A (PVC C-900 PIPE)
<br />B (STEEL, DUCTILE, CAST OR
<br />WROUGHT IRON PIPE)
<br />C (AC PIPE)
<br />E
<br />M
<br />VA�/VA N
<br />H HQ R
<br />PIPE CUSTOMER'S
<br />K NIPPLE
<br />TAPE �E P
<br />DO NOT USE PART
<br />�F "H" IF 1" METER
<br />IS USED.
<br />ALTERNATE INSTALLATION
<br />CW STANDARD I SERVICE CONNECTION FOR
<br />555R15 5/8" X 3/4" METER AND 1" METER
<br />-E
<br />O D
<br />TAPPED AT TOP OF MAIN
<br />USE THIS INSTALLATION ONLY WHEN
<br />METER BOX IS LOCATED DIRECTLY
<br />ABOVE THE MAIN
<br />WIDTH VARIES
<br />AC OVERLAY
<br />1Y2" THICK (MIN.)
<br />CLASS II AB
<br />950 COMPACTION
<br />(SEE NOTE 6)
<br />6" MIN. AC MIN.
<br />GRIND _ INITIAL LIFT
<br />EXISTING AC PAVEMENT (TYP) (SEE NOTE 6)
<br />(THICKNESS VARIES) 2Y2
<br />FINISHED Y2"
<br />GRADE 1
<br />PLACE LINE GUARD TAPE \\\ °On° °�o °n \ 6" MIN.
<br />MARKED "WATER"
<br />PAVEMENT & BASEROCK °° 22 ° \ (SEE NOTE 6 )
<br />/ ° ° ° ° ° `� //
<br />(WHERE REQUIRED) (FOR ALL PIPE) j v ° 4' MIN.
<br />\�
<br />OTHERWISE
<br />NATIVE FILL © 95% COMPACTION ° NOTED
<br />(SEE NOTE 6) \/
<br />SAND ENVELOPE /
<br />/ \ 14
<br />TRACER WIRE / 12"
<br />(FOR ALL PIPE) /
<br />4 MIN
<br />UNLESS POLYETHYLENE ENCASEMENT, 8MIL / \
<br />OTHERWISE (FOR DUCTILE IRON PIPE) 6„
<br />NOTED
<br />PVC C-900 PIPE OR 6" BOTH _
<br />DUCTILE IRON PIPE SIDES
<br />NOTE:
<br />1. ALL EXCESS SPOIL IN TRACT IS TO REMAIN TRENCHSIDE AND ALL
<br />EXCESS SPOIL OFF TRACT IS TO BE REMOVED.
<br />2. ALL VALVE CASINGS AND COVERS SHALL BE RAISED TO FINISHED
<br />GRADE AFTER PERMANENT PAVEMENT HAS BEEN PLACED.
<br />3. SAW CUT TRENCH SECTION, FILL AND PLACE 2Y2" AC LIFT (MINIMUM).
<br />NOTE: 4. GRIND EXISTING AC 6" BEYOND SAW CUT, 1Y2" THICK.
<br />1. ALL EXCESS SPOIL IN TRACT IS TO REMAIN TRENCHSIDE
<br />AND ALL EXCESS SPOIL OFF TRACT IS TO BE REMOVED. 5. PLACE FINAL AC OVERLAY OF %" THICK OVER ENTIRE 4' WIDE WIDTH.
<br />2. ALL VALVE CASINGS AND COVERS SHALL BE RAISED TO FINISHED 6. LOCAL AGENCY STANDARDS SHALL APPLY FOR ALL PAVEMENT REPAIRS.
<br />GRADE AFTER PERMANENT PAVEMENT HAS BEEN PLACED.
<br />PAVEMENT TRENCH CROSS SECTION
<br />N.T.S.
<br />ENGINEERING
<br />DEPARTMENT
<br />REVISIONS:
<br />DATE: INIT.
<br />DLSTRIBUTION ❑
<br />MAP
<br />"WATER" LINEGUARD TAPE
<br />PLAT
<br />sessr
<br />❑
<br />SYSTEM
<br />FOR ALL PIPE)
<br />2' MAX
<br />STATION
<br />,
<br />SCHEMATIC
<br />TF,
<br />SAND ENVELOPE
<br />•
<br />TRACER WIRE
<br />(FOR ALL PIPE)
<br />TM 12"
<br />POLYETHYLENE
<br />ENCASEMENT, 8MIL
<br />(FOR DUCTILE IRON PIPE)
<br />_
<br />PVC C-900 PIPE
<br />OR DUCTILE IRON PIPE
<br />\�
<br />OTHERWISE
<br />NATIVE FILL © 95% COMPACTION ° NOTED
<br />(SEE NOTE 6) \/
<br />SAND ENVELOPE /
<br />/ \ 14
<br />TRACER WIRE / 12"
<br />(FOR ALL PIPE) /
<br />4 MIN
<br />UNLESS POLYETHYLENE ENCASEMENT, 8MIL / \
<br />OTHERWISE (FOR DUCTILE IRON PIPE) 6„
<br />NOTED
<br />PVC C-900 PIPE OR 6" BOTH _
<br />DUCTILE IRON PIPE SIDES
<br />NOTE:
<br />1. ALL EXCESS SPOIL IN TRACT IS TO REMAIN TRENCHSIDE AND ALL
<br />EXCESS SPOIL OFF TRACT IS TO BE REMOVED.
<br />2. ALL VALVE CASINGS AND COVERS SHALL BE RAISED TO FINISHED
<br />GRADE AFTER PERMANENT PAVEMENT HAS BEEN PLACED.
<br />3. SAW CUT TRENCH SECTION, FILL AND PLACE 2Y2" AC LIFT (MINIMUM).
<br />NOTE: 4. GRIND EXISTING AC 6" BEYOND SAW CUT, 1Y2" THICK.
<br />1. ALL EXCESS SPOIL IN TRACT IS TO REMAIN TRENCHSIDE
<br />AND ALL EXCESS SPOIL OFF TRACT IS TO BE REMOVED. 5. PLACE FINAL AC OVERLAY OF %" THICK OVER ENTIRE 4' WIDE WIDTH.
<br />2. ALL VALVE CASINGS AND COVERS SHALL BE RAISED TO FINISHED 6. LOCAL AGENCY STANDARDS SHALL APPLY FOR ALL PAVEMENT REPAIRS.
<br />GRADE AFTER PERMANENT PAVEMENT HAS BEEN PLACED.
<br />PAVEMENT TRENCH CROSS SECTION
<br />N.T.S.
<br />ENGINEERING
<br />DEPARTMENT
<br />REVISIONS:
<br />PLAT SHEET NO.:
<br />SCALE:
<br />N.T.S.
<br />DRAWN BY:
<br />DESIGNED BY:
<br />CHECKED BY: DATE:
<br />APPROVED BY: DATE:
<br />DISTRICT:
<br />STOCKTON
<br />DATE:
<br />5/18/2018
<br />PROJECT ID.:
<br />00117472
<br />DRAWING NO.:
<br />y
<br />J
<br />r
<br />571
<br />DATE: INIT.
<br />DLSTRIBUTION ❑
<br />MAP
<br />PLAT
<br />sessr
<br />❑
<br />SYSTEM
<br />❑
<br />SCHEMATIC
<br />STATION
<br />SCHEMATIC
<br />PLAT SHEET NO.:
<br />SCALE:
<br />N.T.S.
<br />DRAWN BY:
<br />DESIGNED BY:
<br />CHECKED BY: DATE:
<br />APPROVED BY: DATE:
<br />DISTRICT:
<br />STOCKTON
<br />DATE:
<br />5/18/2018
<br />PROJECT ID.:
<br />00117472
<br />DRAWING NO.:
<br />y
<br />J
<br />r
<br />571
<br />
|