HomeMy WebLinkAboutC6.2_Pressure Irrigation Details SS\ONAL It
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NOTE: LOOP TRACER WIRE FROM MAIN NOTE: RISER PIPE WILL BE LOWERED
NOTE: INSTALL AIR RELEASE VALVES AT HIGH POINTS IN LINE PIPE TO SERVICE END AND BACK TO FINISH GRADE AND ENCLOSED IN AN 119
THE DISTRIBUTION PIPING AS REQUIRED TO PROVIDE ALONG SERVICE LINE PIPE. IRRIGATION BOX BY PROPERTY OWNER. STANDARD MANHOLE J, 07/18/23 p
LOCATE AIR RELADEQUATEIEASE NG VALVES WITHIN COMMON LOTS �q�� OF �O�Q`�
FRAME AND COVER 9
OR NEAR ROAD FRONTAGE WHEREVER POSSIBLE. yEW S.
4"0 THREADED CAP
OR PLUG PLUG & TAPE
USE SHARKBITE STYLE PLUG
FIBERGLASSrj
MINIMUM 24" ABOVE GRADE rn
24 � CONCRETE �
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VALVE BOX MINIMUM 24" ABOVE GRADE PIPE. LENGTH o m \
AS REQUIRED.
& COVER � j—WATERMAN MODEL CR-100 FINISH GRADE
AIR RELEASE VALVE (OR EQUAL)
-III III I I I I I I I I I I I I I I I I 1-1/2"0 GALVANIZED
'I III III III III I' I I I IRON NIPPLE & 90' ELBOW
*NOTE: MAIN
III I I I Ml IIdII 1. 2'-6" MIN., 5'-0" LINE
MAX. IN UNPAVED BALL VALVE CURB STOP z
AREAS WHERE THE (MUELLER 300 OR EQUAL) cn w
APPROVED METAL OR PLASTICLINE IS FREE 0 z
TAG WITH „NON—POTABLE _ �1-1/2"O SCH. 40 DRAINING. w o
„ GALVANIZED IRON o 7
WATER DO NOT DRINK IS —III 1-1/2 2
REQUIRED. CONNECT TO VALVE III a PIPE RISER 2. 3'-6" MIN., 5-0' ¢ TAPPING w � o
BOX WITH EYE BOLT AND WIRE TIE.—III III f MAX. IN PAVED N SADDLE — } z
IIi : a ' AREAS OR WHERE
A• °III I I THE LINE IS NOT „
V z
°. FREE DRAINING „ 6 MIN.
1-1/2 0 GALVANIZED
f.
IRRIGATION o I I I
TRENCH — A.
� � °• — 3. FINDER WIRE AND IRON PIPE —
8 MAIN IDENTIFICATION TAPE w 4"� PVC OR ABS = 00, 000000 O (� 000000 -
BACKFILL a a REQ'D PER THE uwi PIPE VALVE BOX O O
° c a ' ISPWC DIVISION 900. O % D O O O
NOTCH 4" VALVE 00 OO O OO O
— BOX OVER PIPE WITH MIN. — O O O OOOO
CLEARANCE FROM PIPE
a °
_ �0000 00 � 0 � oo0000 _ z
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SLOPE
O O O O O 000 O O` DRAIN 00 000
_ „ d Oo0 O0o0 0 0 o O O
TEE /2 BRANCH O 2" CLASS 200 SOLVENT — O 00 O OO O O O 1 -
_ WELD PVC PIPE IOOO OO O O O OO I _
MAIN LINE 2"0 BRONZE CURB STOP O O O O 0 O 0 O(� 0d
SCALE: NONE FORD OR MUELLER, OR I I- O O O O O
APPROVED EQUAL. - —
I I I I I I III III I I _ _0 -11
MAIN LINE AIR RELEASE - _ 2 CUBIC YARDS MINIMUM
—2„ WASHED DRAIN ROCK,: z
NTS _1 I OR AS REQUIRED. 1 i 11 1 1 1 Q
TYPICAL 2" SERVICE III III III— DIG TO FREE J
NTS DRAINING SOILS
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TYPICAL MAIN LINE DRAIN LLI
NTS 2
LLJ
AC PAVEMENT BY OTHERS >
PAVED SURFACE SEE NOTE 1 BELOW 0
z °C
3/4" MINUS BASE, BY OTHERS
> z -i
PIT-RUN SUB-BASE, BY OTHERS 0 Q Q
z
„OHO m � o
Dp p p TEMPORARY BACKFILL AS p p p — z
D D REQUIRED TO MAINTAIN D D O _ p
`n 12" COVER OVER SLEEVELI zor- �CO/10/1 1 p
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—1 SUB GRADE ELEVATION, BY Q Q
OTHERS, SEE NOTE 1 BELOW
COORDINATE WITH PAVING =_= PERMANENT BACKFILL, DEPTH VARIES WITH PAVEMENT LLJ oC
CONTRACTOR FOR REMOVAL - SECTION. B p[ oCACKFILL SHALL BE NATIVE MATERIAL AND � DC _
OF TEMPORARY BACKFILL COMPACTED TO 95% DENSITY. LLJ Lu
LOCATED ABOVE SUBGRADE MIN. 6" N LID TO READ: < Ln
oC
FINDER TAPE CARBON MODEL 910T COVER Lr) D
NON-POTABLE WATER - FOR IRRIGATION ONLY
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LOCATING WIRE IN PERMANENT LETTERING LLJ ul)
O FINISHED SOD GRADE z or_ w
(2) 3" CLASS 200 SIGNAL � Lu
CONDUIT WITH 1/4" 2 O"
NYLON PULL ROPES ISPWC TYPE-1 PIPE BEDDING FINISHED TOPSOIL GRADE un Q
COMPACTED TO 95% DENSITY. I III III III III III III II III II
III III III III III III III II III PIPE AND BELL LLB Q CARBON MODEL 910 �
10" VALVE BOX
MIN. 4" TRACER WIRE LOOP
SKIDS PER ISPWC SD 307. >
MIN. 6" SLEEVE MIN. 6 ' 2,> VALVE NUT
DIA. SEE SLEEVE SCHEDULE, THIS SHEET Q
SEE SEE FOR MATERIAL AND MINIMUM SIZE p[
NOTE 5 NOTE 5
ISOLATION VALVE 10" CLASS 125 PVC PIPE
SLEEVE SCHEDULE (INCHES) PER ISPWC REQUIREMENTS JOINT RESTRAINT REQUIRED LLJ
UNI-FLANGE SERIES 1300 OR EQUAL
° PIPE DIA. PIPE BELL O.D. SLEEVE MIN. DIA. SLEEVE I.D. IRRIGATION MAIN Q
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NOTES: NOTCH PVC BOX, BOTH SIDES
2" 2.83" 6" PVC C900 6.31 " 1. COORDINATE WITH PAVING CONTRACTOR TO INSTALL SLEEVE, SIGNAL CONDUIT,
FINDER TAPE AND LOCATING WIRE PRIOR TO INSTALLATION OF ROAD
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„ 4.17" 6 ' PVC C900 6.31 SUB-BASE, ROAD BASE AND PAVEMENT.
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2. SLEEVED ROAD CROSSING INSTALLATION REQUIREMENTS APPLY WITHIN THE
4" 5.36" 8" PVC C900 8,28" FULL EXTENT OF RIGHT-OF-WAY PLUS SUFFICIENT SLEEVE LENGTH TO CLEAR
SIDEWALK. 6 MIN.
#4 REBAR
Y 6" 7.89" 10" PVC C900 10.16" 3. SLEEVED ROAD CROSSINGS SHALL COMPLY WITH ISPWC SD-307 EXCEPT THAT ��_ � 6 VARIES.1� 1�
o NOTES: PIPE AS SPECIFIED IN SLEEVE SCHEDULE. 12" MIN. MIN. ° aMIN. . 4 ' MIN. OF 3/4" MINUS GRAVEL
A. SLEEVE SCHEDULE BASED ON 1 INCH MINIMUM CLEAR DISTANCE AROUND 4. IN CASE OF CONFLICTS WITH OTHER UTILITIES, IRRIGATION SLEEVE SHALL °. :°
UNDER 10" PVC PIPE
Y PIPE BELL. CROSS BELOW OTHER UTILITIES.
B. CONTRACTOR IS SOLELY RESPONSIBLE FOR VERIFYING ACTUAL DIMENSIONS OF ALL THRUST BLOCK
PROPOSED MATERIALS AND SLEEVE SIZES REQUIRED FOR FIELD FIT.
5. INCREASE STATED DISTANCE AS REQUIRED TO MEET COMPACTION.
w 6. THE CONTRACTOR SHALL CONSTRUCT ALL ROAD CROSSINGS OF THE IRRIGATION
PIPE AND POTABLE WATER PIPE IN ACCORDANCE WITH THE IDAHO RULES FOR E N G I N E E R I N G
a PUBLIC DRINKING WATER SYSTEMS AND I.S.P.W.C. SD-407. NOTE: 5725 NORTH DISCOVERY WAY
a 1. VALVES SHALL BE LOCATED OUTSIDE OF PAVEMENT AND SIDEWALK AREA. BOISE, IDAHO 83713
3
PHONE(208)639-6939
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kmengllp.com
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TYPICAL SLEEVED ROAD CROSSING ISOLATION VALVE DESIGN BY: KWK
NTS NTS DRAWN BY: KWK
z
a CHECKED BY: MSD
o DATE: MARCH,2023
PROJECT: 23-021
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SHEET NO.
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