HomeMy WebLinkAbout04100001 SP - Cherry Creek Estates, Section 5, Site Plan, pg 30PRESSURE 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
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. TEMP. F.H.
TO BE REMOVED
0
m
EX. VALVE
EX. TEMP. F.H.
TO BE REMOVE
J
rn
O
0
W
0
50' R/W
30
DENOTES FIRE HYDRANT MARKERS
INSTALLED IN STREET PAVEMENT
PERPENDICTULAR TO F.H.
Y a./. 11•1•1011•■
252
266
UOIS LANE
1" K COPPER
SERVICE LINE
265
253
90.41'
251
10'
1" K COPPER
SERVICE LINE
1" K COPPER
SERVICE LINE
267
1" K COPPER
SERVICE LINE
264
254
10'
10'
1" K COPPER
SERVICE LINE 10'
1" K COPPER
SERVICE LINE
250
RED CEDAR WAY
268
1" K COPPER
SERVICE UNE
263
PADDLE C
10'
RIVE
m
255
10' 24° L.F.
m
D ENOTES ARE .HYDRANT MARKERS
INSTALLED IN STREET PAVEMENT
PERPENDICTULAR TO F.H.
y
1" K COPPER
SERVICE LINE
249
EX. F.H.
269
262
256
470 L.F. 8"
1" K COPPER 1" K COPPER
SERVICE LINE SERVICE LINE
248
1" K COPPER 1
SERVICE LINE
1" K COPPER
SERVICE LINE
1" }C COPPER
EX. TEMP. F.H. SERVICE LINE
TO BE REMOVEt2d 153 L.F. 8"
EX. 8" EX. VALVE.
270
1" K COPPER
SERVICE LINE
261
257
1" K COPPER
SERVICE LINE
1" K COPPER
SERVICE LINE
247
271
..11..E ■•0..■
IROQUOIS
1" K CQPPER
SERVICE LINE
260
258
246
OTES FIRE HYDRANT MARKERS
INSTALLED IN STREET PAVEMENT
PERPENDICTULAR TO F.H.
10' 10'
230
186
lg.
m
185
272
1" K COPPER
SERVICE LINE
259
D ENOTES ARE HYDRANT MARKERS
INSTALLED IN STREET PAVEMENT
PERPENDICTULAR TO F.H.
1 K COPPER 10,�
SERVICE LINE
1 K COPPER
SERVICE: LINE
245
'co- i
J
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1" K COPPER
SERVICE LINE
1
W
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50' R/W
1 30' B -B
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241
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m
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242
r ENOTES FIRE HYDRANT MARKER
INSTALLED IN STREET PAVEMENT
PERPENDICTULAR TO F.H.
DA
237
238
149 L.F`
8
DENOTES FIRE HYDRANT MARKERS
INSTALLED IN STREET PAVEMENT
PERPENDICTULAR TO F.H.
239
240
243
244
WA y
FY R"
EX. TEMP. F.H.
TO BE REMOVED
TYP
MARKER FOR SERVIC- LIN
STJBS M.. ST BE 6" PVC
\OT WOOD)
1 I l i I =III -1
II 111 =11 Try II TTY=
D
-,1 s -1 I— Iii III 11 I I I I n 1 I MI I Ell
III I II
CONCRETE THRUST BLOCKING
SOLID BLOCK BETWEEN PIPE FIRM
FACE OF TRENCH AT ALL TEES BENDS PLUGS
(NO POURED CONCRETE)
SAL TI
(NO SCALE)
FRST 8LOC
G
\OTE: POS —CAPS OR
REQUIRED 0\ ALL WAT
VALVE INSTALLATIO\
Q�IVAL
\T IS
CV
X
BURY
0 LINE
Q O' -6"
3
MIN.
CONCRETE
THRUST BLOCK
CAST -IN -PLACE AGAINST
UNDISTURBED GROUND
F J L L
-E
DEPT— GRA \JLAR BACKEILL IS
DED FOR ALL STR= E.T CROSS( \GS
\O WATERVA VALVES ARE TO BE
PLACED W TH PAVEV— \T, CURBS
OR SIDEWALKS
ALL WAT- RVA. \S SHALL BE
D,CTIL- RON AND I \STALL -D PER
T -8 C TY OF CARM -L SPECIE CATONS
COARSE GRAVEL
O.D. 1'
1' -0 "(MIN.)
(CONFORM TO LOCAL REQUIREMENTS)
-0" DIA.X2' -0 "DEEP
I YDRA\T D
1" CORP.
COCK
WATER SF
WAR \G TAPE \/.ST 81. I \STALLED WT
WATER VAI \S LAD 18" ABOVE P P-.
ALL
4' SIDEWALK Z COVER
f CURB
c
OR ANCHOR
BLOCKING IF
REQUIRED
COPPER SERVICE
VALVE BOX
��AT.ER
MAIN TEE OR
VALVE BOX INSTALLED
IN ACCORDANCE
WITH SPECIFICATIONS
GATE
VALVE
ANCHORING TEE
BEARING PAD THRUST BLOCK
TA
L
(NO SCALE)
LJ J
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1 5' -20'
PIPE TO BE SUPPORTED ALONG ENTIRE
LENGTH EXCAVATE FOR EACH JOINT
ANGLE VALVE
PROTECTED
WITH PLASTIC
WRAP
STALLAT 0
(NO SCALE)
LEGEND
1:1 REDUCER
8" WA TERMA!N
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L)
111 VALVE
BLOW OFF ASSEMBLY
SCALE: 1"= 60'
PROPOSED HYDRANT 14//6" VALVE
V EGALL GS FOR V
CH A\ I CAL JO TS
AN GL
WIT
VALVE CA\ OT B
PLASTIC
PROT
=CT
=D
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