HomeMy WebLinkAboutC8.1 PRESSURE IRRIGATION DETAILS ORIGINAL SURVEY ON FILE AT ACCURATE SURVEYORS
PE SERVICE LINE,SIZE PER PLANS CURB STOP VALVE IN SLEEVE,SIZE PER 10, I AL 10'�! oF'�S\Gt ST
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K -IIII IIII 200 PSI,AWWA C-901
IIII III FINISH GRADE POLYETHYLENE PIPE I o
PVC RISER,ASTM SEE NOTES 3 AND 4
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3034,WITH SDR 35 SERVICE TEE OR m
CAP. SADDLE TAP WITH -- -
III 10"ROUND VALVE BOX FIPT PER PLANS
MIPT X INSERT 1 NOTE:
BRASS ADAPTER BRASS,200 PSI CURB 0
FILTER FABRIC BARRIER WITH TWO STOP VALVE, FEMALE I 10' 1. ALL WORK SHALL
o IRON PIPE THREAD CONFORM TO THE 0
Z IIII IIII STAINLESS STEEL (FIPT) 10' I LATEST EDITION OF THE o
aIII III CLAMPS I I.S.P.W.C. STANDARD U
SPECIFICATIONS AND
J a IIII 6"DEEP PEA GRAVEL SUMP SLOT SLEEVE TO DETAILS. o
z FIT OVER VALVE ADAPTER WITH TWO -- __ 2. FINDER WIRE AND ID z
2 TAPE REQUIRED.
6"ADS, LENGTH AS REQUIRED AND SERVICE STAINLESS STEEL '
PIPE. CLAMPS 5 3. 2'-6"MIN.5'-0"MAX. IN w
c� UNPAVED AREAS OR
LEEMCO BELL x BELL LAYOUT:
WHERE THE III SELF-RESTRAINED, RESILIENT WEDGE SOLVENT WELD X SECTION VIEW: I FREE DRAINING. IS 'I o
❑ GATE VALVE MIPT SCHEDULE RI'ED
80 PVC ADAPTER 4. 3'-6"MIN.5' 0"MAX. IN w
PAVED AREAS OR w
WHERE THE LINE IS NOT z
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FREE DRAINING. Copyright CO 2025
PRESSURE IRRIGATION SERVICE LINE CONNECTION AND LAYOUT z
All rights reserved. Reproduction or use in any form o
or by any means without written permission of W
H -IIII IIII3 Breckon Land Design,Inc is unlawful and subject to 0
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PVC DISTANCE CHART S DENCH Z r n10
MAINLINE 0
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REFER TO THE FOLLOWING TABLE THAT LISTS THE LENGTH (IN FEET)FOR EACH SIZE/TYPE FITTING WITHIN WHICH ALL JOINTS FOR HORIZONTAL PIPE BENDS, J w
aac III BEARING THRUST BLOCKS MUST a o
JUST BE RESTRAINED.ALL FITTINGS AND JOINT RESTRAINTS SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS = = = FOR HORIZONTAL PIPE BENDS, TEE
MAIN LINE ISOLATION VALVE &SPECIFICATIONS. Q PROVIDE AGAINST
P.S.I.CONCRETE BEARING THRUST BLOCKS MUST 1100
n /�
Q a d POURED AGAINST UNDISTURBED EARTH PROVIDE 2500 P.S.I.CONCRETE V/ \` Z
n I d d FOR HORIZONTAL PIPE BENDS, a PER TABLE 1. I I I o
AS AN EXAMPLE, IF YOU ARE INSTALLING A 3"MAINLINE WITH A DIRECTIONAL CHANGE OF 90°, REFER TO CHART UNDER PIPE POURED AGAINST UNDISTURBED EART 1..J N
G O� BEARING THRUST BLOCKS MUST PER TABLE 1. W SIZE TO 3"AND UNDER BENDS 90 YOU WILL SEE THE DISTANCE OF 11'. IF THERE IS ANY JOINT(VALVE, BELL, ETC.)YOU MUST PROVIDE 2500 P.S.I.CONCRETE > o
INSTALL A JOINT RESTRAINT WITHIN 11'OF THE 90° MAINLINE DIRECTIONAL CHANGE. POURED AGAINST UNDISTURBED EARTH TRENCH SIDE z ^ ' UJ
N Q a PER TABLE 1. ` V �o-,
PIPE BENDS REDUCERS DEAD END a PLUG 0 Q Q
PIPE NO. 12COPPER PIPE J rn o
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N INSTALL FINISHED SURFACES PER SIZE 11 22 45 90 1 STEP 2 STEP STEP BLIND SERV. B. 1 aQ IIII FINDER D-514 FO w
m PLANS. 2" 1' 1' 2' 6' - - 19' 6' - - - a - ISPWC SD-514 FOR M U
NO. 12 COPPER FINDER SPLICING ` '
2.5" 1' 2' 4' 9' 4' - 23' 10' III WIRE.SEE SD-514 FOR -III -III-III m a
o SPLICING -III- I-III ��+ o
0 IV WW"MVMWW3" 2' 3' 6' 11' 8' 10, - 30' 15' III r O
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4" 2' 4' 9' 20' 14' 20' 31' 45' 25'
F FINISH GRADE 6" 3' 6' 13' 29' 30' 40' 53' 63' 40' REDUCER DETAIL �^^ Q
8" 4' 8' 15 38' 33' 55' 63' 75' 70' TYPICAL BEND DETAIL VJ w
10" 5' 9' 19, 45' 36' 56' 75' 1 96' 90, TEE DETAIL ., Q O 12" 5' 10, 21 53' 1 38' 60' 83' 1 112' 110'
12" NO. 12 COPPER CAST IRON VALVE NO. 12 COPPER FINDER WIRE. J
INSTALLATION CHART BOX WITH SEE COVER O
c FINDER
SDI5 4 FOR SPLICING ISPWC SD-514 FOR _
CAST IRON GATE
(Y 18.00' LOCATOR TAPE SPLICING VALVE HAMMERHEAD THRUST FOR HORIZONTAL PIPE BENDS, Q
REFER TO THE FOLLOWING TABLE WHICH LISTS THE NUMBER OF BOLTS, SIZE,AND TORQUE FOR EACH BOLT IN REFERENCE
BLOCKING BEARING THRUST BLOCKS MUST Q
TO THE SIZE OF PIPE WHICH IS BEING RESTRAINED. PROVIDE 2500 P.S.I.CONCRETE
�j 24.00' ANCHOR BARS POURED AGAINST UNDISTURBED EARTH
AS AN EXAMPLE, IF YOU HAVE A 3"PIPE,YOU WILL NEED 2 BOLTS THAT ARE 3/8 X 2.5"AND TIGHTEN THEM WITH A TORQUE n rnn (Y2"MIN.DIAMETER) PER TABLE 1.
30.00' 6.00' UNI-FLANGE SERIES 130 -III-III-III-III- -III- (-
WRENCH TO 20 FT-LBS. CO
Ir W
E 6 AWG SHIELDING WIRE IIIIIIII
(SOLID BARECOPPER) Inn
o PIPE NO. BOLT TORQUE TRENCH SIDE III-
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LATERAL LINE SIZE BOLTS SIZE FT-LBS. d PIPE PIPE Q ��n UJ
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� CONTACT TONY GARNER @(208)631-7787,THE LEEMCO Q
SAND OR ROCK FREE SOIL AROUND 2" 2 3/8"x 2.5" 20 REPRESENTATIVE, FOR ALL QUESTIONS CONCERNING LEEMCO -III- I-III-III- T O
c1) ALL PIPE 2.5 2 3/8"x 2.5" 20 PRODUCTS. COORDINATE AN INSTALLATION CLINIC WITH TONY III III a a `� -III Q r n
z a IIII I NO.12 COPPER FINDER
Q 3" 2 3/8"x 2.5" 20 GARNER PRIOR TO INSTALLING THE MAINLINE. o -III -III Q WIRE.SEE SD-514 FOR Q III-
I Q d a III PRECAST BLOCK SPLICING V
J COMMON AREA MAINLINE 4" 2 1/2"x 3" 50 _ d_ _ _ CD r ,
Q a a Q Q III FOR CUT IN TEE AND _ _ - - IIII v
12" 6" 2 1/2"x 3.5" 50 d - d PLUG
z TWO WIRE CONTROL WIRE IN 1" 8" 4 1/2"x 4" 50 Q -
- VALVE OR CAST IN III III III -III-
i SCHEDULE 40 CONDUIT ALONG MAIN L±l
" 4 5/8"x 5.5" 100 III PLACE WITH 2Yz" I III III III I III O
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LINE " 4 5/8"x 5.5" 100 -III-III- -III- -III- -III- DIAMETER MIN.
1
D C� 6 REBAR FOR VERTICAL PIPE BENDS,GRAVITY THRUST'- " BLOCKS MUST PROVIDE A VOLUME OF
MIN. CONCRETE POURED AGAINST UNDISTURBED PLUG DETAIL
EARTH WHICH IS SIZED FOR EXPECTED as 1
= PRESSURE IRRIGATION MAINLINE w JOINT RESTRAINT NOTES VALVE ANCHOR DETAIL FORCES WITH A MINIMUM 1.5 FACTOR FOR d a
IIII =� = /1 SAFETY. W
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IIIITIIIIITIIIIITII ITI TI TI TI III IIII III- TABLE 1 : THRUST AREA FOR VERTICAL BEND DETAIL
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D- _ _ _ _ _ HORIZONTAL BENDS
-III„ =� -� -� -� -� -� -� �I �� � ►�t'W z 0_III SOIL BEARING PRESSURE=2000 PSF y Z ti Y%C
NOTE: WORKING TRESSURE RATING=150 PSI NOTES: V °z
R=SAFETY FACTO1.5
1. ROUTE CONTROL WIRE ALONG ALL PRESSURE IRRIGATION MAINS. .4 Q O W
f' MINIMUM SQUARE FEET OF THRUSTAREA 1. ANCHOR ALL VALVES CONNECTED TO P.V.C.PIPE AS SHOWN. -4 2 O k
2. LOCATE ALL WIRE SPLICES IN 8"ROUND VALVE BOX WITH BLACK COVER AND APPROXIMATELY 24" Q W 2. COVER BOLTS AND FLANGES WITH PLASTIC TO PROTECT FROM CONCRETE ADHERENCE v
LENGTH COILED WIRE. USE 3M ULG CONNECTORS AND PREFORMED SUPER SERVISEAL WATERPROOF ONTO UNDISTURBED EARTH* DURING CONSTRUCTION OF THRUST BLOCKS. O
WIRE SPLICE KIT(SPLICE ALL WIRE PAIRS). 3. SEE CHART FOR MIN.THRUST BLOCKS BEARING AREAS. REVISIONS
3. CONTROL WIRES TO BE GROUNDED WITHIN EVERY 1,000 FEET AND ALL END OF RUN LOCATIONS. �+ 4. ALL CONCRETE TO BE 2500 P.S.I.STRENGTH POURED AGAINST UNDISTURBED EARTH. LL
U INSTALL'HUNTER'ICD DECODER AND EARTH GROUND WITH LESS THAN 10 OHMS RESISTANCE PER SIZE ORVALVE BEND BEND BENDS OR REDUCER 5. PROVIDE 6 MIL.POPYPROPYLENE BETWEEN FITTINGS AND CONCRETE. No. Date Description
10 MANUFACTURES RECOMMENDATIONS. 3 0.8 1.1 0.6 0.3 6. NOTIFY ENGINEER FOR ANY CONDITION OR PIPE SIZE NOT INDICATED.ALL BLOCKS TO BE Q
a) 4 1.4 2.0 1.1 0.6 6 3.2 4.5
4. ALL ELECTRICAL WORK TO MEET OR EXCEED N.E.C., STATE CODES, LOCAL CODES,AND 2.4 1.2
CENTERED AROUND PIPE SPRING LINE.
MANUFACTURER'S RECOMMENDATIONS. 7. SEE ISPWC STANDARD DRAWING NO.SD-403 FOR MORE INFORMATION.
ILL) 8 5.7 8.0 4.3 2.2 LIJ
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5. PROVIDE AN ADDITIONAL 2"SLEEVE AT ALL PRESSURE IRRIGATION MAINLINE SLEEVE LOCATIONS FOR 10 8.8 12.5 6.8 3.4
Q CONTROL WIRES. 12 12.7 18.0 9.7 5.0
U 14 17.3 24.5 13.3 6.8 PROJECT NO.: O
d 16 22.6 32 17.3 8.8
18 28.6 40.5 21.9 11.2 25027
B TRENCH SECTION MUST BE INCREASED BASED ON DIFFERENT CONDITIONS(HIGHER WORKING PRESSURE OR DRAWN BY:
n ** LOWER SOIL BEARING STRENGTH). CR
do L OR TEE ACTING AS A 90°BEND.
`**THRUST BLOCK DEPTH TO BE A MINIMUM OF 12"FOR PIPE SIZES 3"-8"AND 18"FOR PIPE CHECKED BY:
SIZES 10"-18"OR THE SQUARE ROOT OF THE REQUIRED BEARING AREA,WHICHEVER IS
�c GREATER. JB
THRUST BLOCK AND 10/21 25
C 5 0
ANCHOR DETAILS
SHEET NUMBER
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C8.1
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