HomeMy WebLinkAbout04100001 SP - Cherry Creek Estates, Section 5, Site Plan, pg 29PRESSURE PIPE JOINT RESTRAINT TABLE
LENGTH OF IPE TO BE RESTRAINED
IN EACH DIRECTION FROM 1/4 OF BEND
BASED ON 150 psi TEST PRESSURE
DEGREE OF
BEND
6 8" 10" 12" 14" 16" 18" 20" 24" 30"
90 TEES
(Sc PLUGS
27'
35'
42'
50'
58'
65'
73'
80'
95'
115'
45°
7'
9'
11'
13'
15'
17'
19'
21'
24'
29'
22-1/2°
3'
4'
5'
6'
7'
8'
9'
10'
12'
14'
11-1/4°
2'
2'
3'
3'
4'
4'
4'
5'
6'
7'
EX. VALVE
EX. TEMP. F.H.
TO BE REMOVE
266
as
EMOTES FIRE HYDRANT MARKERS
INSTALLED IN STREET PAVEMENT
PERPENDICTULAR TO F.H. H.
I ROQUOIS LANE
10'
10'
267
268
RED CEDAR WAY
EX. F.H.
269
10'
EX. 8"
270
FX.
EX. VALVE
EX. TEMP. F.H.
TO BE REMOVED
271
DENOTES FIRE HYDRANT MARKER
INSTALLED IN STREET PAVEMENT
PERPENDICTULAR TO F.H.
OTES FIRE HYDRANT MARKERS
INSTALLED IN STREET PAVEMENT
PERPENDICTULAR TO F.H.
IROQUOIS
225
226
227
228
230
186
185
272
1 COPPER
EX. TEMP. F.H. SERVICE LINE
TO 8E REMOVEDA 153 L.F. 8"
EX. VALVE
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231
232
233
234
ENOTES FIRE HYDRANT MARKERS
INSTALLED IN STREET PAVEMENT
PERPENDICTULAR TO F.H.
236
237
238
WA
149 C.F '*".11..•4._
OTES FIRE HYDRANT MARKERS
INSTALLED IN STREET PAVEMENT
PERPENDICTULAR TO F.H.
239
240
241
EX. TEMP. F.H.
TO BE REMOVED
TYP
VARKER TOR SERVO- L
S BS V ST BE 6" PVC
(NOT WOOD)
o v
G P —fTf= I I III I I
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CONCRETE THRUST BLOCKING
SOLID BLOCK BETWEEN PIPE FIRM
FACE OF TRENCH AT ALL TEES BENDS (Sc PLUGS
(NO POURED CONCRETE)
CAL I RUS 1 L
(NO SCALE)
OCKNC
\OT POSI —CAPS OR
R =QU 0\ ALL WAT
VALVE INSTALLATIO
Q,. UAL.
=R
T IS
X
0 BURY
U LINE
3-
Q 0' -6"
m MIN.
3-
O
W
3-
3-
,0
CONCRETE
THRUST BLOCK
CAST —IN —PLACE AGAINST
UNDISTURBED GROUND
FIF
1 1 I
WAT
-R
IJ
z
J
O.D. 1'
1" CORP.
COCK
C�
F „LL
NEED
D
-P T GRA \LAR BACKFILL IS
ID FOR ALL STRE -T CROSSI \GS
\O WAT-RVA\
PLAC D W TH
OR SIDEWALKS
VALV
PAV
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V -\T,
TO BE
CURBS
ALL WATER V A N S SHALL B
DUCT Li IRON A\ D INSTALL_
T C TY OF CARV -L SP- C
D PER
FICATONS
1' -0 "(MIN.)
(CONFORM TO LOCAL REQUIREMENTS)
VALVE BOX
4' SIDEWALK Z COVER
CURB
DIA.X2' -0 "DEEP
COARSE GRAVEL
YDRA\T D
HVC
WAR
WAT
\I \G TAPE V
=R VA \S LA
ST 8- I \STALL
ID 18" ABOVE PIP
WIT
ALL
BEARING PAD
OR ANCHOR
BLOCKING IF
REQUIRED
-TA
COPPER SERVICE
\ST
LLJ
z_
J
VALVE
VALVE BOX INSTALLED
IN ACCORDANCE
WITH SPECIFICATIONS
GATE
(NO SCALE)
15' -20'
ANGLE VALVE
PROTECTED
WITH PLASTIC
WRAP
PIPE TO BE SUPPORTED ALONG ENTIRE
LENGTH EXCAVATE FOR EACH JOINT
ANCHORING TEE
LATO\
(NO SCALE)
LEGEND
MAIN TEE OR
0
PROPOSED HYDRANT W/6" VALVE
BLOW OFF A SSEMBL Y
REDUCER
8" WA TERMA I N
SCALE: 1"= 60'
M EGAL GS FOR V
A\ I CAL JO
\TS
ANG
WIT
L
VALV- CA \OT BE PROT
PLASTIC
=CT
ID
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3-
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3-
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