HomeMy WebLinkAbout22nd St. Gise to Holcomb Waterline Extensions
w
6
J )/, i l f - -" t
STA 0 +23.3; 15.61,
INSTALL 8x8x8 TEE _ 5
GN,
STA 5+84.8,10.8'L
INSTALL NEW
SEWER AINTENANCE HOLE
PE DETAIL -
RIM E V.- 115.7 3 /
INSTALL AIR ELEASE ALVE PER D TAIL e IE ir., 111.0 FEET
PUS WEST ND FEET OF CH ST 2 +72.7.3 L
4 \ IE ou @ 110.8 FEET
TH UST BLO KING PER ETAIL 6`\ B W -OF , , SSE BLY ER D AIL
3 C -900 PV ATER M 8 CH ATE V VE PLUG
3 1
PER DE AIL 3 NSTAL THR T BL CKIN p
PER D TAIL ..
2 FEET O NEW 8 -INC C -900 PVC WATER
3
ROAD C SSING PER ETAIL e 36" M N I
I
I " (
I I312MN
IP 48" MDRN CLP
12 MDRN 36" MDR
VEL OAD `'
r'
1 +
URFA E 8 I R 24" DRNA 6" M RNA 48" W L CL P
S A0 +21. ; 16.8' ( + 36" DR CLP + 18" MDR 4" WL CLMP +
INS ALL AVED RO S A + - 1 5 " F I R
IAIINCASER 48' MD 0
B + G VEL O
EXIS G z S RFAC
INC : /4 ` I
L '.
R M . < I
r .
I L < <t . ) 4t I. C i . L1 `j . . . . rn7. . . ... . . . . . . . . . D+ I. H L
I Z 00 . < ... .... .... . 7
L - .. = -ter - . . - =-- _ -— - -- -- - =\' . ! .. ± . .... ..... .. .... .... ..... ... ..3+ 0 °. ... ..... .... .. .... .... .. .. .. .... .... .... ..... n
IJ I W .. .... .... 4 00 ..... .
I <k .... ..... ... .. .... ..... .. -.. .. - .. ... _ . - - - _ —
LC . <
L. . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . ..... . . . . . . . . . . . . . . 5 _+_ . - - -160 -
L CUST + .... wM .. ... . .... ...... - - -- - - — - L 4 < TA 3 +20 9;..23. FR , {. O..........
W TER S CE
elONNTTONIDESERCO - CTI .... .. .. ... . ° S
LID 154:7 4 "WIL W CD 8,,. FIR PER TAI 1 ERDET 7 .. .... . . 41 ........... .
INVERT 148: Lo LOC ION B SED 3 3
5 .. t .
6" H WTH RN SM LL FIRS ryj
FIR ON ESIDEN E PLUM ING , > cat^ .. v..,
11 l,P. ;
IS
N y M 55p .. ... .
IRE HY T D G `% % .
I /
l TA 3 +20.2, 14.3'R .. .
S h d , e , P
O FSEW R
MAINH
PVC` SE
O
Rg -
INANDVES STALL SE ER MA TENANC HOLE I
WM
BLDG G.o I , ii q
I"
L _?p.. .
4
6
P DETAIL 3 .0% SL E3 2.0% SLO
CAUTI R ELEV. = 1 3.8 FEET PER DETAIL PE DETAIL
UNDERGRO I it ` IE i @ 126.8 F ET + 1
3 _ .
S 5 85.6, 79.4'R
O IE o t @ 126.6 ET INS L NEW MAINTEN CE HOLE O ...... nl
POWER LINE /
1 ,2 344 S& STU OUT ONE 0 FOOT L NGTH OF -INCH 8 /
SEW R MAIN S UTH IN H LCOMB S ET RO
ER D TAIL r'8
WM
7 p /1/7 ° A EXIS G 8 -INr'H SE R MAIN
L' IJV @ 0.4 SLOPE
1 EXISTING SEWER a o o PLUG ND
RI ELEV. 115 F7~ ET
p Opps pp IEin 109.5 ET
p
ND
GDm
R
R
160
150
140
130
20
10
100
MAINTENANCE HOLE
i
BLFICK p o _\__
Iz---
20 0 20 40
6%_N -
SCALE IN FEET
NOTES:
1) SURVEYBASE MAP BY WOOD SURVEYING INC. USING CITYDATUMS.
2) CONTOUR INTERVAL 1 FOOT.
SURVEYED PROPERTYCORNEIRS:
ANDERSONLS 11250"
0 "P.L.S. 23911 WOOD"
0--i-00 0 +20 0 +40 0 +60 0 +80
9
00
P ,v
0
1__ 135
m
M /
0
I
T 1
1 1_
0 ___
LET 10
IEout 109.3 F T'
WITH 5-DE GRE E
USE C TION AR UND
ISTING ATER
S VICE P )
I--
L [I T '2 __'_' - —
1+00 1+20 1 +40 1 +60 1 +80 2 +00 2 +20 2 +40 2+60 2 +80 3 +00 3 +20 3 +40 3 +60 3 +80 4 +00', 4 +20 4 +40 4 +60 4 +80 5 +00 5 +20
wM
PP
EXIST 1" WATER C
P @ ELEVAT 1 .84
mm.
n
ul
fo
a
ol
8-
W+ern, g'A'd tot29lo3 T3,-
5e,-,
5 +40 5-f-60 5 +80 6 +00
U
0.
i
I
m Aa
iCy
09
l
C
L -
b
i
W ,
cn ^h d 0
O v
M °
w
6
J )/, i l f - -" t
STA 0 +23.3; 15.61,
INSTALL 8x8x8 TEE _ 5
GN,
STA 5+84.8,10.8'L
INSTALL NEW
SEWER AINTENANCE HOLE
PE DETAIL -
RIM E V.- 115.7 3 /
INSTALL AIR ELEASE ALVE PER D TAIL e IE ir., 111.0 FEET
PUS WEST ND FEET OF CH ST 2 +72.7.3 L
4 \ IE ou @ 110.8 FEET
TH UST BLO KING PER ETAIL 6`\ B W -OF , , SSE BLY ER D AIL
3 C -900 PV ATER M 8 CH ATE V VE PLUG
3 1
PER DE AIL 3 NSTAL THR T BL CKIN p
PER D TAIL ..
2 FEET O NEW 8 -INC C -900 PVC WATER
3
ROAD C SSING PER ETAIL e 36" M N I
I
I " (
I I312MN
IP 48" MDRN CLP
12 MDRN 36" MDR
VEL OAD `'
r'
1 +
URFA E 8 I R 24" DRNA 6" M RNA 48" W L CL P
S A0 +21. ; 16.8' ( + 36" DR CLP + 18" MDR 4" WL CLMP +
INS ALL AVED RO S A + - 1 5 " F I R
IAIINCASER 48' MD 0
B + G VEL O
EXIS G z S RFAC
INC : /4 ` I
L '.
R M . < I
r .
I L < <t . ) 4t I. C i . L1 `j . . . . rn7. . . ... . . . . . . . . . D+ I. H L
I Z 00 . < ... .... .... . 7
L - .. = -ter - . . - =-- _ -— - -- -- - =\' . ! .. ± . .... ..... .. .... .... ..... ... ..3+ 0 °. ... ..... .... .. .... .... .. .. .. .... .... .... ..... n
IJ I W .. .... .... 4 00 ..... .
I <k .... ..... ... .. .... ..... .. -.. .. - .. ... _ . - - - _ —
LC . <
L. . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . ..... . . . . . . . . . . . . . . 5 _+_ . - - -160 -
L CUST + .... wM .. ... . .... ...... - - -- - - — - L 4 < TA 3 +20 9;..23. FR , {. O..........
W TER S CE
elONNTTONIDESERCO - CTI .... .. .. ... . ° S
LID 154:7 4 "WIL W CD 8,,. FIR PER TAI 1 ERDET 7 .. .... . . 41 ........... .
INVERT 148: Lo LOC ION B SED 3 3
5 .. t .
6" H WTH RN SM LL FIRS ryj
FIR ON ESIDEN E PLUM ING , > cat^ .. v..,
11 l,P. ;
IS
N y M 55p .. ... .
IRE HY T D G `% % .
I /
l TA 3 +20.2, 14.3'R .. .
S h d , e , P
O FSEW R
MAINH
PVC` SE
O
Rg -
INANDVES STALL SE ER MA TENANC HOLE I
WM
BLDG G.o I , ii q
I"
L _?p.. .
4
6
P DETAIL 3 .0% SL E3 2.0% SLO
CAUTI R ELEV. = 1 3.8 FEET PER DETAIL PE DETAIL
UNDERGRO I it ` IE i @ 126.8 F ET + 1
3 _ .
S 5 85.6, 79.4'R
O IE o t @ 126.6 ET INS L NEW MAINTEN CE HOLE O ...... nl
POWER LINE /
1 ,2 344 S& STU OUT ONE 0 FOOT L NGTH OF -INCH 8 /
SEW R MAIN S UTH IN H LCOMB S ET RO
ER D TAIL r'8
WM
7 p /1/7 ° A EXIS G 8 -INr'H SE R MAIN
L' IJV @ 0.4 SLOPE
1 EXISTING SEWER a o o PLUG ND
RI ELEV. 115 F7~ ET
p Opps pp IEin 109.5 ET
p
ND
GDm
R
R
160
150
140
130
20
10
100
MAINTENANCE HOLE
i
BLFICK p o _\__
Iz---
20 0 20 40
6%_N -
SCALE IN FEET
NOTES:
1) SURVEYBASE MAP BY WOOD SURVEYING INC. USING CITYDATUMS.
2) CONTOUR INTERVAL 1 FOOT.
SURVEYED PROPERTYCORNEIRS:
ANDERSONLS 11250"
0 "P.L.S. 23911 WOOD"
0--i-00 0 +20 0 +40 0 +60 0 +80
9
00
P ,v
0
1__ 135
m
M /
0
I
T 1
1 1_
0 ___
LET 10
IEout 109.3 F T'
WITH 5-DE GRE E
USE C TION AR UND
ISTING ATER
S VICE P )
I--
L [I T '2 __'_' - —
1+00 1+20 1 +40 1 +60 1 +80 2 +00 2 +20 2 +40 2+60 2 +80 3 +00 3 +20 3 +40 3 +60 3 +80 4 +00', 4 +20 4 +40 4 +60 4 +80 5 +00 5 +20
wM
PP
EXIST 1" WATER C
P @ ELEVAT 1 .84
mm.
n
ul
fo
a
ol
8-
W+ern, g'A'd tot29lo3 T3,-
5e,-,
5 +40 5-f-60 5 +80 6 +00
U
0.
i
I
m Aa
I
09
l
C
L -
b
i
W ,
cn ^h d 0
O v
M °
Ik t
O
O
O O U
W Wh,M a
p SO'44 o
4
r
y
OV . n
t
TIONAL G
Lu
Jo
W
w
L_
XI TIN .GROSG
w
6
J )/, i lf - -" t
STA 0 +23.3; 15.61,
INSTALL 8x8x8 TEE _ 5
GN,
STA 5+84.8,10.8'L
INSTALL NEW
SEWER AINTENANCE HOLE
PE DETAIL -
RIM E V.- 115.7 3 /
INSTALL AIR ELEASE ALVE PER D TAIL e IE ir., 111.0 FEET
PUS WEST ND FEET OF CH ST 2 +72.7.3 L
4 \ IE ou @ 110.8 FEET
TH UST BLO KING PER ETAIL 6`\ B W -OF , , SSE BLY ER D AIL
3 C -900 PV ATER M 8 CH ATE V VE PLUG
3 1
PER DE AIL 3 NSTAL THR T BL CKIN p
PER D TAIL ..
2 FEET O NEW 8 -INC C -900 PVC WATER
3
ROAD C SSING PER ETAIL e 36" M N I
I
I " (
I I312MN
IP 48" MDRN CLP
12 MDRN 36" MDR
VEL OAD `'
r'
1 +
URFA E 8 I R 24" DRNA 6" M RNA 48" W L CL P
S A0 +21. ; 16.8' ( + 36" DR CLP + 18" MDR 4" WL CLMP +
INS ALL AVED RO S A + - 1 5 " F I R
IAIINCASER 48' MD 0
B + G VEL O
EXIS G z S RFAC
INC : /4 ` I
L '.
R M . < I
r .
I L < <t . ) 4t I. C i . L1 `j . . . . rn7. . . ... . . . . . . . . . D+ I. H L
I Z 00 . < ... .... .... . 7
L - .. = -ter - . . - =-- _ -— - -- -- - =\' . ! .. ± . .... ..... .. .... .... ..... ... ..3+ 0 °. ... ..... .... .. .... .... .. .. .. .... .... .... ..... n
IJ I W .. .... .... 4 00 ..... .
I <k .... ..... ... .. .... ..... .. -.. .. - .. ... _ . - - - _ —
LC . <
L. . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . ..... . . . . . . . . . . . . . . 5 _+_ . - - -160 -
L CUST + .... wM .. ... . .... ...... - - -- - - — - L 4 < TA 3 +20 9;..23. FR , {. O..........
W TER S CE
elONNTTONIDESERCO - CTI .... .. .. ... . ° S
LID 154:7 4 "WIL W CD 8,,. FIR PER TAI 1 ERDET 7 .. .... . . 41 ........... .
INVERT 148: Lo LOC ION B SED 3 3
5 .. t .
6" H WTH RN SM LL FIRS ryj
FIR ON ESIDEN E PLUM ING , > cat^ .. v..,
11 l,P. ;
IS
N y M 55p .. ... .
IRE HY T D G `% % .
I /
l TA 3 +20.2, 14.3'R .. .
S h d , e , P
O FSEW R
MAINH
PVC` SE
O
Rg -
INANDVES STALL SE ER MA TENANC HOLE I
WM
BLDG G.o I , ii q
I"
L _?p.. .
4
6
P DETAIL 3 .0% SL E3 2.0% SLO
CAUTI R ELEV. = 1 3.8 FEET PER DETAIL PE DETAIL
UNDERGRO I it ` IE i @ 126.8 F ET + 1
3 _ .
S 5 85.6, 79.4'R
O IE o t @ 126.6 ET INS L NEW MAINTEN CE HOLE O ...... nl
POWER LINE /
1 ,2344 S& STU OUT ONE 0 FOOT L NGTH OF -INCH 8 /
SEW R MAIN S UTH IN H LCOMB S ET RO
ER D TAIL r'8
WM
7 p /1/7 ° A EXIS G 8 -INr'H SE R MAIN
L' IJV @ 0.4 SLOPE
1 EXISTING SEWER a o o PLUG ND
RI ELEV. 115 F7~ ET
p Opps pp IEin 109.5 ET
p
ND
GDm
R
R
160
150
140
130
20
10
100
MAINTENANCE HOLE
i
BLFICK p o _\__
Iz---
20 0 20 40
6%_N -
SCALE INFEET
NOTES:
1) SURVEYBASE MAP BY WOOD SURVEYING INC. USING CITYDATUMS.
2) CONTOUR INTERVAL 1 FOOT.
SURVEYED PROPERTYCORNEIRS:
ANDERSONLS 11250"
0 "P.L.S. 23911 WOOD"
0--i-00 0 +20 0 +40 0 +60 0 +80
9
00
P ,v
0
1__ 135
m
M /
0
I
T 1
1 1_
0 ___
LET 10
IEout 109.3 F T'
WITH 5-DEGRE E
USE C TION AR UND
ISTING ATER
S VICE P )
I--
L [I T '2 __'_' - —
1+00 1+20 1 +40 1 +60 1 +80 2 +00 2 +20 2 +40 2+60 2 +80 3 +00 3 +20 3 +40 3 +60 3 +80 4 +00', 4 +20 4 +40 4 +60 4 +80 5 +00 5 +20
wM
PP
EXIST 1" WATER C
P @ ELEVAT 1 .84
mm.
n
ul
fo
a
ol
8-
W+ern, g'A'd tot29lo3 T3,-
5e,-,
5 +40 5-f-60 5 +80 6 +00
160
150
940
130
120
110
900
r U
A i
m Aa
O
509
Q
S
q) ,
C
L -
b
M
W ,
cn ^h d 0
O v
M ° W4 4
O
O
O
O O U
W Wh,M a
p SO'44 o0., -.14
l
C.,
Y , a y
OV . n
33515
O RFCiSItR
TIONAL G
EXPIRES ] 4
Jo
XI TIN .GROSG SURFACE.AL. NG. .... .
Q Q)
N
Q
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4- 4
O CLI O
Qh PVN
N
CWW
C
C
P
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W
SCALE: AS SHOWN
E TERLINE OFN 2ND STREET
4 FEET O NF 8- 8 HINCHINC
iNiSTAL 6x8 INCREASER 900 PVC WATE MAIN WATER S$RV CE CONNECTIO
WE—_ 1
XIS ING 6 -INCH W TER MAIN
E7 TEND E ..: .8_ 32 FE T OF IN H. MAIN .;...;.....
INiSTAL 8x8 8..TE ......... x E 2 -INCH BLOW .. FF. ASSEMBLY .......:
INESTAL AIR RELEASE VALVE: 8 -INCH GATE V LVE NE SEWER MAIN ANCE H LB
PI UG W ST END Min 126.8FEET
I>oii i ..b26. ET
EXIS.TING. G OUND. SURFAC ALONG ....... ..
CENTERLIN OF 22ND STREET
60 T2FEE N W 8 +INCHFE .. IEout = 110.8 EET
PVC SEW R MAIN 6. /o EXTEND AIN67FEETSO TI
I.
W TH A EW A T AN E HIN LE
l ..
HORIZONTAL SCALE: 1 " 20'
I
D TDROFILE VERTICAL SCALE: 11110'
160
150
940
130
120
110
900
r U
A i
m Aa
O
509
Q
S
q) ,
C
L -
b
M
W ,
cn ^h d 0
O v
M ° W4 4
O
O
O
O O U
W Wh,M a
p SO'44 o0., -.14
l
C.,
Y , a y
OV . n
33515
O RFCiSItR
TIONAL G
EXPIRES ] 4
Jo
2
q q- w q 0
W rte—, -4qh21,
W W
M -9
Z E `
Q Q) In M ~ 4q
qN
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4- 4
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Qh PVN
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DA TE: JUNE 12 2001
SCALE: AS SHOWN
FILE.•
SHEET:
OF 3 SHEETS
i 1
r -
s
CARSON PVC METER BOX CUSTOMER
MODEL #1419, OR RESPONSIBILITY
EQUIVALENT
PROPERTY
LINE
SHUT OFF WITH
LOCK WING GROUND KEY
110 COMPRESSION
MUELLER MODEL B25170,
OR EQUIVALENT
6 "MIN
2'MAX
3/4 FEMAL j
FLARE
SERVICE PIPE
TYPE K COPPER
N !!
STOP INLET
IRONIRON PIPE THREAD
OUTLET FOR 110 COMPRESSION
CONNECTION, EQUAL COPPER
TO MUELLER #H- 15028, STUB OUT
OR EQUAL
CHECK VALVE
Q
BED WITCH PEA GRAVEL
OR WASHED ROCK
x TO PRONVIDE POSITIVE
DRAIN QUT OF BOX * 5/8 °x3/4" METER
SENCES SRII
SERVICE SADDLE
WITH SST BAND
TAP SIZE AS REQUIRED
ROMAC MODEL #101S,
OR EQUIVALENT
NOTE:
1. A PRESSURE REDUCING VALVE INSIDE A, SEPARATE METER
BOX IS RECOMMENDED WHERE STATIC PRESSURE IS GREATER THAN 80 PSI.
2. PRESSURE REDUCING VALVES SHALL BE INSTALLED ON
CUSTOMERS PROPERTY AT LEAST 3' FRAM THE WATER METER BOX.
3. SIZE OF FITTINGS AND TAP SIZE SHALL BE AS REQUIRED FOR
THE TYPE OF SERVICE.
4. * INDICATES ITEMS TO BE INSTALLED BIY CITY.
j WATER SERVICE CONNECTION
3
STRAP PIPE TO VALVE
MIN. BEARING AREA AGAINST UNDISTURBED, SOIL
SQUARE FEET
MARKER POST 2" OPEN PAT-TERN, RETURN BEND
FT
2" GALVANIZED IRON PIPE, FIELD LOCATE
2" BEEHIVE STRAINER 2" CLOSE RIPPLE
4" 3 1
AND VACUUM VALVE 2" ASSEMBLY
CUT OPENING AS REQUIRED SHORT NIPPLE AWWA APPROVED
AFTER INSTALLATION,
GROUT AROUND PIPE 2" UNION
4
2" X 2„ X 2" TEE
1 1
2" 90 BEND WITH
8"
2" IRON BODY GATE VALVE
CLOSE NIPPLE BETWEEN
4 2
BEND AND TEE
4
loll
LADDER GROUTED IN PLACE.
10
2" GALVANIZED IRON PIPE TO FIT
2" GALVANIZED IRON
2 6
XPIPETOFIT
16 14
2" GALVANIZED IRON ° oo 2" CLOSE NIPPLEPIPE18" LONG o
0- o °oa °o Oo
22
Z
12 6
o 0 0 0 0 0°
p° °
CORPORATION STOP 90° BEND,
2" CAP WITH 1/8" o 00 oo o I.P. THREAD TO COPPER,
HOLE FOR DRAIN
4
O MUELLER
2"
N IPPLE BETWEEN 63ENDS
90 BEND WITH CLOSE DOUBLE STRAP SERVICE CLAMP
MINIMUM 1/3 CUBIC YARD OF
10
WITH 2" IPS TAP TO FIT,
WASHED GRAVEL, PASSING
20"
EQUAL TO MUELLER CO.
1-1/2" AND RETAINED ON
24 13
1/4" MESH FOR DRAIN
24
22"
NOTE:
47 29
AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE INSTALLED AT HIGHEST POINT OF LINE. IF
HIGH POINT FALLS IN A LOCATION WHERE ASSEMBLY CANNOT BE INSTALLED, PROVIDE ADDITIONAL
DEPTH OF LINE TO CREATE A HIGH POINT AT A LOCATION WHERE ASSEMBLY CAN BE INSTALLED.
AIR RELEASE VALVE
3
SAWCUT EXIST, PAVEMENT
TACK COAT EDGE
MATCH EXIST.
TYP, BOTH SIDES
LEGEND
PAVEMENT RESTORATION
TO PREVIOUSLY EXISTING CONDITION
p C.D.F. (CONTROLLED DENSITY
FILL) 1/4" MAX. SIZE AGGREGATE
SELECTED NATIVE SOIL (S.N.S.) °
MAX 3/4" DIA. ROCK FOR PVC PIPE
MAX 2" DIA. ROCK FOR CONC. `
DI OR CI PIPE
NOTES
C.D.F. SPEC. PER YARD
MATERIAL POUNDS ABS- VOLUME
CEMENT TYPE 1 30 0.15
FLY ASH 300 2.19
SAND (SP.GR 2.68) 2550 15.25
WATER 300 (36 GAL) 4.81
AIR % 18.00 4.86
X = 2" FOR PIPE 6" & UNDER, 3" FOR PIPE
8" TO 18 ", 4" FOR PIPE 24" OR LARGER
CDF TRENCH BA CKFILL @ ROAD CROSSINGS
BLIND
FLANGE
BLIND
FLANGE
45° BEND
i
22 1/2° BEND
n,
90° BEND TEE
GATE VALVE E::jI
i 11 1/4° BEND
THRUST BLOCK - TABLE
MIN. BEARING AREA AGAINST UNDISTURBED, SOIL
SQUARE FEET
ATTACHED TO PIPE AND
PIPE
SIZE
O
FT FT FT FTz FTZ
0
FTz
4" 3 1 1 1 1 NONE
6" 4 4 2 1 1 NONE
8" 7 6_ 4 2 1' 4
loll
LADDER GROUTED IN PLACE.
10 6 3 2 6
12" 16 14 9 5 3 9
14" 22 19 12 6 3 12
16" 29 25 16 8 4 16
18" 36 31 20 10 5 20
20" 39 24 13 6 24
22" 47 29 15 8 29
24"
V54
56 35 18 9 35
28"
0-
G
76 48 24 12 48
30" 87 55 28 14 55
36" 175 125 78 40 20 1 78
42" 197 171 107 55 27 107
48" 257 1 223 1 140 1 71 36 140
6 THRUSTBLOCKING
3
NOTES:
TEE
BLIND FLANGE
OR SMALLER SIZE PIPE
CROSS
1. BEARING AREA OF CONCRETE THRUST -
BLOCK BASED ON 200 PSI PRESSURE
AND SAFE SOIL- BEARING LOAD OF
2,000 POUNDS PER SQUARE FOOT.
2. AREAS MUST BE ADJUSTED FOR OTHER
PIPE SIZES, PRESSURES, AND SOIL.;,:
CONDITIONS.
3. CONCRETE BLOCKING (CLASS 3000)
SHALL BE CAST IN PLACE AND HAVE
A MINIMUM OF 1/4 SQUARE FOOT
BEARING AGAINST THE FITTING.
4. BLOCK SHALL BEAR AGAINST FITTINGS
ONLY AND SHALL BE CLEAR OF JOINTS
TO PERMIT TAKING UP OR
DISMANTLING OF JOINT.
5. CONTRACTOR SHALL INSTALL BLOCKING
ADEQUATE TO WITHSTAND FULL TEST
PRESSURE UNDER ALL CONDITIONS OF
SERVICE.
6. MINIMUM ROD DIAMETER SHALL BE
3/4" ASTM A -307 WITH 36KS1 YIELD
STRENGTH.
rt•'
CAST IRON VALVE
BOX 18" x 24' WITH
LID MARKED WATER
r+
VARIES J- 5' TO 7'
2'X4'X36" PAINTED MARKER. r
j LABEL °S. S. STUB': INDICATE DEPTH
TO SERVICE TO NEAREST FOOT, ON BACK
FINISHED GRADE
ti z
PAVEMENT RESTORATION TO
W ATTACHED TO PIPE AND
PRE- EXISTING CONDITIONS
STAKE
12" MIN PROVIDE MIN 4"
w
PVC x CONC. MAINTENANCE
f'4 -I• I 2
TOPSOIL TYPE "B" &
i a
SAWCUT -
v, a
HYDROSEED IN
o
EXIST.
8„ MIN. - o - - > o -
0 A NON- PAVEMENT AREAS 2" IRON BODY GATE
ASPHALT
PVC WYE TO FIT NOTES:
GRAVITY SEWER MAIN
VALVE, MUELLER A- 2360 -08, OR
3r
PVMT. ,
1. ROTATE THE 45' ELBOW TO ACHIEVE-
1 1/2 GRINNEL BRASS
3. STEPS IN PRECAST BASE SECTION MAY BE
PROPERTY LINE WITH 5' OF COVER;
LADDER GROUTED IN PLACE.
HAND GATE VALVE, G -3000,
BACKFILL
OUT Al THE TIML OF CASTING OF THE
OREQUEQUIVALENT 2
CONFORMING TO
TAPE
TO
X 6. MAINTENANCE HOLES OVER 10' HIGH SHALL BE FURNISHED WITH 5" MIN. WALL.
SEC 9 -03.10 LOCATING
8. MAINTENANCE HOLES TO BE WATER TIGHT INCLUDING EXTENSIONS TO COVER CASTING
1
COMPACTED IN 6"
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MAX LIFTS OR 12 GAUGE, SOLID CORE, INSULATED,
FILE.
SHEET.•
CO3
OF 3 SHEETS '
C.D.F. WHERE COPPER LOCATING WIRE, FOR PVC PIPE STREET ELS.
REQUIRED
N
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BEDDING MATERIAL ` w 0 CORP STOP INLET
IRON PIPE THREAD
PER WSDOT APWA 0-
G Es L.Li
OUTLET FOR STREET EL BLOCK
9- 03.12\3/ CONNECTION, EQUAL TO
COMPACTED TO 95% MUELLER #H9969,
DENSITY UNDER ' ' '= z OR EQUIVALENT
ROADWAYS OR PEA
GRAVEL FOR PVC PIPE
W MAX C
W=1.5 x PIPE DIA + 18"
SERVICE SADDLE
j WITH SST BAND
PEA GRAVEL SHALL BE FREE TAP SIZE AS REQUIRED
FROM ORGANIC MATTER MEET: OR EQ
MODEL #zoozs,
OR EQUIVALENT
U.S. STD. SEIVE SIZE PASSING
3/4" 100
3/8" 95 -100
8 0 -10
X200 0 -3
4 BLOW- OFFASSEMBLY
3
3 TRENCH SECTION
3
r+
VARIES J- 5' TO 7'
2'X4'X36" PAINTED MARKER. r
j LABEL °S. S. STUB': INDICATE DEPTH
TO SERVICE TO NEAREST FOOT, ON BACK
FINISHED GRADE
ti z 12 CAIGE CAL WIRE
W ATTACHED TO PIPE AND
i a STAKE
g w
PVC x CONC. MAINTENANCE
f'4 -I• I 2
HOLE ADAPTER
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NON SHRINK GROUT
o
2.007 MIN. SLOPE
8„ MIN. - o - - > o -
6" Puc
v v v
6 " -45' PVC ELBOW
MAINTENANCE HOLE BASE - NEW MAINTENANCE HOLE ON EXISTING SEWER
PVC WYE TO FIT NOTES:
GRAVITY SEWER MAIN
PER ASTM SPECS FOR CORRESPONDING
SEWER PPE.
1. ROTATE THE 45' ELBOW TO ACHIEVE-
2. POLYPROPYLENE SAFETY STEPS WITH 12.0"
THE PROPER ANGLE TO REACH THE
3. STEPS IN PRECAST BASE SECTION MAY BE
PROPERTY LINE WITH 5' OF COVER;
LADDER GROUTED IN PLACE.
THE MINIMUM ALLOWABLE SLOPE IS 29:
2. 3' MIN /MUM TO ADJOINING LOT LINE
OUT Al THE TIML OF CASTING OF THE
3. SERVICE TO SINGLE RESIDENCE
W 1'
MAY BE REDUCED TO 4" BEYOND PLUG.
MAINTENANCE HOLE COVER --
3/4" PLASTER SMOOTH
INSIDE & OUT
8" MIN.
20" MAX. GROUTED
CONCRETE BLOCKS
OR PRECAST CONC, RINGS,
PRECAST RINGS MUST BE
T CAST WITH GROOVE TO
j FIELD INSTALL SAFETY STEP.
a
0
12 ", 24 ",36 ", 48"
1 ST STEP- MAX. 18"
BELOW COVER.
BASE SECTION
48 " -60"
CONNECTION TO MAJNTENANCE
D
HOLE WITH P.V.C. PIPE REQUIRES CAST CHANNEL WITH 3000 PSI
PVC X CONC. ADAPTER). CONCRETE CHANNEL 3/4" UP
PIPE, SLOPE 2% MIN.
CAST IN PLACE CHANNEL & SHELF
PLUG END (TYP.) SLOPE SHELF SURFACE TO CHANNEL
AT APPROX 1/2" PER FOOT
ALL WORK AND MATER /ALS TO BE IN ACCORDANCE WITH CURRENT STANDARD SPECIFICATIONS
FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION'; WASHINGTON STATE DEPARTMENT OF
TRANSPORTATION, AMERICAN PUBLIC WORKS ASSOCIATION.
SIDE SEWER CONNECTION
3
SEWER MAINTENANCE HOLE
3
lu
A
FOUNDATION GRAVEL6" MIN. COMPACTED
NEW SEWER
PVC x CONC. MAINTENANCECUTOUTEX. PIPE, MAKE HOLE ADAPTERSMOOTHINVERT & CHANNEL
M
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AFTER NEW LINE IS
ACCEPTED. NON SHRINK GROUT
o
EX. SEWER
e
8„ MIN. - o - - > o - o °
CAST -IN -PLACE SHELF AND CHANNEL
v v v v v
6" COMPACTED FILL
MAINTENANCE HOLE BASE - NEW MAINTENANCE HOLE ON EXISTING SEWER
GENERAL NOTES (APPLY TO ALL MAINTENANCE HOLES)
J 1. PRECAST SECTIONS SHALL BE REINFORCED PER ASTM SPECS FOR CORRESPONDING
SEWER PPE.
0
2. POLYPROPYLENE SAFETY STEPS WITH 12.0" SEPARATION BETWEEN RUNGS.
3. STEPS IN PRECAST BASE SECTION MAY BE CAST IN PLACE OR MOVABLE SAFETY
LADDER GROUTED IN PLACE. t '
i 4. ALL HOLES FOR PIPE SHALL BE BLOCKED OUT Al THE TIML OF CASTING OF THE
SECTION.
W 1'
5 ALL RUBBER ASKE MAINTENANCENANCE HOLES SHALL BE FURNISHED WITH RUBBER GASKETTO
X 6. MAINTENANCE HOLES OVER 10' HIGH SHALL BE FURNISHED WITH 5" MIN. WALL.
7. MINIMUM 3% SLOPE ACROSS MAINTENANCE HOLE CHANNEL.
8. MAINTENANCE HOLES TO BE WATER TIGHT INCLUDING EXTENSIONS TO COVER CASTING
1
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SEWER MAINTENANCE HOLE
3
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ter
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EXPIRES
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DATE: JUNE 12, 2001
SCALE: ASSHOWN
FILE.
SHEET.•
CO3
OF 3 SHEETS '