HomeMy WebLinkAboutzS-2274SetW
"E - 105.67'
DOUBLE YELLOW PAINT STRIPES 1$
SANITARY MANHOLE: .......... ........ ........
B071
SANITARY SHALLOW MANHOLE — TYPE B:...
..6072
MANHOLE FRAME AND COVER: ....... ...... ......
8074
CLEAN—OUT: ......
B076
SEE RENTON STANDARD PLANS — WATER
\
Z
WITH Y-0 TE 18.6°
12' GATE VALVE IN VAULT.
..8091
8 "— DETECTOR DOUBLE CHECK VALVE ASSEMBLY..
.B100
Lu
S.W. 41
I
I
2 INCH METER SERVICE . ................. ......
B107.1
Y
E %. CURB RAMP
74 +98 LIND AVENUE =
N I
►
0 +00 SW 39TH STREET=
o o
N
►
0 +00 ACCESS DRIVE �jlCexl
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EX. UTILITY HANDHOLE /
EX. PEDESTRIAN SIGNAL POLE
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EX. SIGNAL CONTROLLER
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STREET
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15" SO IPT
=1 +23.42
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EX. UTILITY HANDHOLE
EX. SIGNAL CONTROLLER
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II
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EX. TRAFFIC SIGNAL F�
EX. ELEC. VAULT"
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EX. 36' /ACCESS EASEMENT
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� PER EC NO. 815040070-
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--
- - -
- - -
IEX. 20 UTILITY EASEMENT
I"
m
RR
SWITCH
E% SSMH LI
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_
- - GONG
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- - -
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EX. ONE STORY CONCRETE BUILDING
CONC. WALK
NOTE:
SEE SHE
- - -
NOTE:
MINIMUM
MAXIMUM
GRAPHIC SCALE
NOTE:
a0 0 20
a0 w
160
ALL NEW
POLYETH
FOR STA
( IN FEET )
1 inch = 40 ft.
NOTE'
WiR?7—
SW 1/4, SEC. 30, TWP. 23N, R. 5E W.M.
N i \` - - -- 25-8-DIP CL. 52 I �
EX. ONE STORY CONCRETE
BUILDING
EDGE OF ASPHALT
PAVEMENT
10.00' 15' PERMANENT UTILITY EASEMENT
TO CITY OF RENTON
Ex. 16.67' ACCESS & UTILITY EASEMENT
C.O." LOT W O UI.
10
Bar X O. ®n4 a 92 al
10 CURB
UTILITY EASEMENT PER ml
ORIGINAL PLAT �)
LLJ 78 H-
EX SSMH
TI 1111
(n IE 10.69
0
w
Ld
m — I — \ - - - - --
(7J - - - - -- -8'PVC SS 5 8 "PVC SS 8 "PVC 55
E — r--- E�� - -v —_ E
m X. 6' SIDEWALK -� -12 W �� 12 "W W -
mEx. CURB & GUTTER - BL a 588'37 07 E L16.66'
I L.I
Z _
- - DASHED -WHITE PAINT STRIPES
CURB & GUTTER
BEFORE 10 +18.96 SW 41ST STREET - 35' RT.
AFTER 1 -12 "x12 "x12" CUT IN TEE (MJxMJxMJ)
8 (TO BE INSTALLED BY CITY FORCES)
1-12" GATE VALVE (MJxMJ) IN CONCRETE
12 "W -o- x-12 "7'J - VAULT PER CITY STD. PLAN NO. 8091
3 -12" SOLID SLEEVES (MJ) LONG PATTERN
AFTER CONCRETE BLOCKING
NOTE:
ALL PRESSURE TESTING AND PURIFICATION TO
BE PERFORMED AND APPROVED BY CITY OF
RENTON PRIOR TO CONNECTION. CONNECTIONS
TO BE PERFORMED BY THE CITY OF RENTON.
GRAPHIC SCALE
40 0 2D 40 80 NX
( IN FEET )
1 inch = 40 ft.
ET 13 FOR PROFILE OF SANITARY SEWER
COVER FOR 12" WATER MAINS SHALL BE 4 FEET.
COVER SHALL BE 6 FEET.
DUCTILE IRON PIPE AND FITTINGS SHALL BE
YLENE WRAPPED. SEE WATER UTILITY NOTE 4
NDARDS AND SPECIFICATIONS
COPIES OF ALL RELEVENT CITY OF RENTON STANDARD PLANS
SHALL BE PROVIDED TO THE CONTRACTOR WITH THE PROJECT
CONSTRUCTION DOCUMENTS.
SEE RENTON STANDARD PLANS — SANITARY SEWER
"E - 105.67'
DOUBLE YELLOW PAINT STRIPES 1$
SANITARY MANHOLE: .......... ........ ........
B071
SANITARY SHALLOW MANHOLE — TYPE B:...
..6072
MANHOLE FRAME AND COVER: ....... ...... ......
8074
CLEAN—OUT: ......
B076
SEE RENTON STANDARD PLANS — WATER
\
CONCRETE BLOCKING . ...........................8085
WITH Y-0 TE 18.6°
12' GATE VALVE IN VAULT.
..8091
8 "— DETECTOR DOUBLE CHECK VALVE ASSEMBLY..
.B100
2 "— DETECTOR DOUBLE CHECK VALVE ASSEMBLY. .....B101
S.W. 41
FIRE HYDRANT ..... ...........................B102
2 INCH METER SERVICE . ................. ......
B107.1
—15' -8 "DIP CL. 52
1 +80.00 -2.5' LT. Ex 10' UTILITY E
1 -12 "x12 "x8 "x8" CROSS (MJxMJxFLxFL)
2 -8" GATE VALVES (FLxMJ)
8" DIP CL 52 AS SHOWN
2 -8" PLUGS (MJ) WITH 2" TEMPORARY
BLOWOFF ASSEMBLIES IN METER BOXES
CONCRETE BLOCKING
EX. 16.62' ACCESS & UUTILITY[�EryASEMENT
LOT 4
Nor NO. ®Il4 - OF,
10 +21.50 SW 41ST STREET -40.
0 +00.00 UTILITY EASEMENT =
PROPERTY LINE
RELEASE OF ACCESS TO THE STATE
OF WASHINGTON PER RECORDING
NUMBER 8005080581.
EX SSMH
3
IE 9.58 3 3 (8 PVC)
MATCH LINE A —A, SEE SHEET 11
Y
"E - 105.67'
DOUBLE YELLOW PAINT STRIPES 1$
N
�-
EX. CURB & GUTTER
SOLID WHITE PAINT STRIPE
I/
18
\
I\\
WITH Y-0 TE 18.6°
2" TAP AND 2" PLUG
1-12-
IE e.43 (8' PVC)
70�
PLUG (MJ) WITH 2" TAP
1 -2" TEMP. BLOWOFF ASSEMBLY EX.12 "W- TE 17.oa
CONCRETE BLOCKING
IE 13.9 (1z" coNC.)
BEFORE
S.W. 41
ST STREET
588.37'07
DASHED WHITE PAINT STRIPES-
"E - 105.67'
DOUBLE YELLOW PAINT STRIPES 1$
`
SOLID WHITE PAINT STRIPE -
EX. CURB & GUTTER
SOLID WHITE PAINT STRIPE
FIRE T
EX SSMH
10 +18.96 SW 41ST STREET - 48' RT. TE 18.3
IF 7.82 (8' PVC)
1- 12'x12" VERT. CROSS (MJxFL)
1-12" BLIND FLANGE (FL) I ,� EX SSMH
L
1 -12" BLIND FLANGE (FL)
WITH Y-0 TE 18.6°
2" TAP AND 2" PLUG
1-12-
IE e.43 (8' PVC)
70�
PLUG (MJ) WITH 2" TAP
1 -2" TEMP. BLOWOFF ASSEMBLY EX.12 "W- TE 17.oa
CONCRETE BLOCKING
IE 13.9 (1z" coNC.)
BEFORE
S.W. 41
ST STREET
0..trF
yP p4 WAS77j
.4• f
c
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.Q 21991
5j0 N AL
9110 /9s
EXPIRE) 6.27.
EX SSMH
E 18.89
IE 2.64 (12" PVC)
ICONDEMNATION OF ACCESS TO
_ STATE HWY NO. 5 (E. VALLEY
ITO THE STATE6OF WASH. PERK
IKING COUNTY S.C.C. N0. 520903
I
E %. FIRE HYDRANT
w 167
SIGN T
► EX SSMH +
n p Q TE 194
JVI, I IE 694 (CTZ. CHANNEL)
12••W IE 819 (8" PvC)
EX WATER MH
-10' S5 - TE 19 -27
O
' CP SO W
CROSS WALK
EX CBMH j
"' E 1832 -
E 12Y'24- (24" CP)
I E 1 8 (21' CE)
10 +91.39 EAST VALLEY HWY -
13 +75.36 SW 41ST STREET
S68'49'45 "W- 39.11' /
- 8 "PVC C.O.?
2.9 ABOVE GRADE
W/ NO CAP rL
■
C0
W
RECOMMENDED
FOR APPROVAL
BY <<
1 BY_.GA, 51`v�
W-2274 L BYE_
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IT ( ( f I I Al I I I Al I 1A I A 1 A I I 1A I 1 I IZ I I I I I Ai
19 18 17 16 15 14 13 12 11 10 9 8 7 6 B
48.,052
6 7 8 9 10 11 12 13 14 15 16 17 18 19
SW 1/4, SEC. 30, TWP. 23N, R. 5E W.M.
PROPOSED EASEMENT FOR WETLAND PROTECTION -j--I I I EXISTING 12" GATE VALVE LOT 2 O
AT N0. 9206302702 (E XHIBIT "E ") ' EX. 15' RENTON UTILITY EASEMENTI
ExISTING BIItFDE299 BRUIN IFLAW FOR 3�U)�)I,,II�IOTOO� EFORRMBINE tl�
3 ` CONCRETE PAD 30?
3 c' �fi I I tI I I I I I WETLAND __ I I% ww I I l N (NEW C.L. )=
�0? ®"
-
° °
EXISTING FIRE HYDRANT +I 11 +99.25
1z +7s.ao m�IIffiPII B0GIN BLOM o ( . .L )
BERM 40' INGRESS. EGRESS. DRAINAGE, EXISTING
w EXISTING AREA AND TEMPORARY GRADING EASEMENT SHH�muOE12H�BJSZVALVE
EX. 12 "02 "x12" TEE (MJNMJxMJ)I , 3 -- - - - - -- --- - - - - -- - --
_'Ir'i�[1` EX. 15' CITY UTILITY EASEMENT `SEX. 12" DIP WATERMAI
EX.12 "W- F11 -j6-- �J w
EXISTING BERM _ _ _ _ _ w
f- EX. 5 DIP SPOOL (PExPE) I -18 ,37' -12 "DIP CL 52 -.I.
17"
1 -12" PLUG (MJ) WITH 2" TAP
EX 12- PLUG (MJ)
EX CONC. BLOCKING
Ful
IL
1 -2" TEMP. BLOWOFF ASSEMBLY
CONCRETE BLOCKING
I
I
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�
12 "SD
°
m
�r(
1 12 x457 BEND (MJxMJ)
�.
BEFORE
5=1
3
4" SO
12" SO
..
. • . PO -
- .-
.'
528'33'51 "W - 218.70'
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\ D
o /
1 -12" PLUG (MJ) WITH 2" TAP
mo
Ful
IL
1 -2" TEMP. BLOWOFF ASSEMBLY
CONCRETE BLOCKING
I
I
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�
12 "SD
°
m
N
1 12 x457 BEND (MJxMJ)
CONCRETE BLOCKING
3
4" SO
12" SO
528'33'51 "W - 218.70'
wa
-
-EX 12 A2%12" TEE (MJxMJxMJ)
/
1
�.
SEE PLUMBING PLAN FOR CONTINUATION
OF SAN. SEWER .SERVICE IN BUILDING
EX. i2 "W- I
/ WATER QUALITY POND N0._3
tLl g
SSCO NO. 3
CE
17'1
1 -12" x 15' LONG SPOOL (PEXPE)
/
!L 3
U
500
71' -6" PVC SS SERVICE 0 2.46%
/
- SSMH NO. 2 SSMH NO. 1
EX. CONCRETE PAD LAND STREET
LLL
WITH BACKFLOW PREVENTION DEVICE SEE SHEET 12 FOR SAN. SEWER PROFILE
LIGHT TO BE RELOCATED.
1 -12" SLEEVE (M.)
_9
281' -8'PVC SS 0 0.507 (PRIVATE MAIN)/' `\
i'�
y
°tC AFTER
n (PRIVATE MAIN)
, 12 "s
�I
M
NOTE: I
/
12" SD \
ALL PRESSURE TESTING AND PURIFICATION TO
BE PERFORMED AND APPROVED BY CITY OF
RENTON PRIOR TO CONNECTION. CONNECTIONS
12" SO
35.00'
21100.
...
TO BE PERFORMED BY THE CITY OF RENTON.
8 +38.90- 23.67' LT.
f
17.59'
, \
1 -5" M.V.O. FIRE HYDRAE`
3" DOMESTIC WATER
/ \
ASSEMBLY
:.. LOU 7
/ \
REMOVE EX. 5"\ STUB
•K LVE
BETE TO
I
5 +12.26- 6.0'RT.
1 -2" METER (DOMESTIC)
8+38.90-2.5' LT.
]�IIk�DII1NnTCt# BU TIN IP)Ia e\k� 1@ Old
PERRENTON STD. PLAN
NO. 8107.1 N
I
m
1-12 x12 x6 TEE MJxM"
1 -6" GATE VALVE (FLT'
)
]�IIU'llBl(aIIINiC($9P® t]J I`� ®IsB9PIHIff1aII$ll`��
}
5 +12.26- 2.5'LT.
CONCRETE BLOCKING °
N
1 -12" TEE (MJ) WITH 2" TAP
1 -2" (IBBM) GATE VALVE
WATER QUALITY POND NO. 2
/
W
W
(
PER RENTON STD. PLAN 8107.1
12" D
1-8" DETECTOR DOUBLE
PER CITY STD. PLAN 80
_.:
(n
EX. 30' ACCESS EASEMENT
1 -12" TEE (MJ) WITH 2" TAP
I
CHECK VALVE ASSEMBLY
MODEL 806YD. SEE ME(
8" 90' BEND
b PROP. 2" IRRIGATION SERVICE
o
C NC. BLOCKING
,
PLANS FOR CONTINUATIC
W
U)
o
1- 1'1/ -2 METER
.PER
/
TTY ASEMENT
PLAN FOR CONTINUATION
1/2; OU`BLE CC HECK 1YAEVE- ASSEMBLY
- 'n, 5212'09°
WATER QUALITY POND NO. 1
U
JIIl2
a
-
m
QG R 120.00' 1
T 58.79' Iw
15" SO
0l 3
j
25' PERMANENT
W
L09:33' o
mI
TO CITY OF REI
Z
Ib
15" SD.
8" SO
z
•SD.
.
_
..
12"
N
12 "DIP CL 52
- --
- - - - - --
- -- a
-- -T'
_
-
- --
s +4%e] 152' -12 "DIP CL
12" SO
-
--
16-
_ - - - -- __ -- S89'05'25 "E- 394.27'
- -
_-
CONCH -`
- - -
Roc -
FDIC
_ - - 16 -
- - ti/ FDC.
RDC
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.
Ful
IL
°
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4" SO
12" SO
12" SO
wa
-
�.
SEE PLUMBING PLAN FOR CONTINUATION
OF SAN. SEWER .SERVICE IN BUILDING
tLl g
SSCO NO. 3
CE
Nvl
U
500
71' -6" PVC SS SERVICE 0 2.46%
- SSMH NO. 2 SSMH NO. 1
EX. CONCRETE PAD LAND STREET
LLL
WITH BACKFLOW PREVENTION DEVICE SEE SHEET 12 FOR SAN. SEWER PROFILE
LIGHT TO BE RELOCATED.
_9
281' -8'PVC SS 0 0.507 (PRIVATE MAIN)/' `\
i'�
181' -.'PVC SS 0 0.50%
n (PRIVATE MAIN)
12" SD \
12" SO
\\
G.O'
f
17.59'
, \
3" DOMESTIC WATER
/ \
SERVICE (PRIVATE).
/ \
REMOVE EX. 5"\ STUB
•K LVE
BETE TO
5 +12.26- 6.0'RT.
1 -2" METER (DOMESTIC)
/ \
3E FEBCO
CAL
PERRENTON STD. PLAN
NO. 8107.1 N
I
m
)
0
5 +12.26- 2.5'LT.
1 -12" TEE (MJ) WITH 2" TAP
1 -2" (IBBM) GATE VALVE
/
PER RENTON STD. PLAN 8107.1
4+33.99- 2.5'LT.
/
1 -12" TEE (MJ) WITH 2" TAP
8" 90' BEND
b PROP. 2" IRRIGATION SERVICE
> 2" (IBBM) GATE VALVE
C NC. BLOCKING
o= SERVICE. SEE IRRIGATION
1- 1'1/ -2 METER
.PER
/
TTY ASEMENT
PLAN FOR CONTINUATION
1/2; OU`BLE CC HECK 1YAEVE- ASSEMBLY
.
Ful
°
m
-ASPHALT ENCROACHES \ v
WATER UNDER STORM DRAIN Ex 1o' UTILITY EASEMENT � 7Z"
EX. FIRE HYDRANT
INV. 8" PVC SO = 14.94 - SO
INV. 12" DIP WATER = 13.25 4+98.24-2.5' LT.
7 +61.14 (C.L. EXTENDED) -2.5' LT. MIN. 6" CLEARANCE 1 -12 x12 z6 TEE MJxMix, WATER UNDER STORM DRAIN
1 -12 x45' BEND . 1 -6" GATE VALVE (FLxMJ) INV. 12" PVC SO = 14.79
5 +90.00- 2.5'LT. CONCRETE BLOCKING
CONCRETE BLOCKING 1 -12" GATE VALVE (MJxMJ) INV. 12" DIP WATER = 12.80
7 +41.93 (C.L EXTENDED) -2.5' LT. IN CONCRETE VAULT PER 4 +98.24 - 24.67' LT. MIN. 6" CLEARANCE
1 -5" M.V.O. FIRE HYDRANT --
1-12 "x45' BEND CITY STD. PLAN NO. 8091 I ASSEMBLY
CONCRETE BLOCKING NO7'50'12 "E- 20.00'
24' BUILDING SETBACK �- -'
1- 12 "x9- 2.5'LT.
PER REC. N0. 6105040070 1 -12 "x12 "x8" TEE (MJxMJxFL) 10' 801'50'12 "W - 96.77'
EX. 20' UTILITY EASEMENT 1 -8" GATE VALVE (FLxMJ) UTILITY EASEMENT PER N8FS'37'07 "W- 166.67'
- EX. 20' RAILROAD RIGHT -OF -WAY E X. ONE STORY CONCRETE BUILDING CONCRETE BLOCKING ORIGINAL PLAT
I ` J
NOTE: SEE RENTON STANDARD PLANS - SANITARY SEWER
SEE SHEET 13 FOR PROFILE OF SANITARY SEWER. SANITARY MANHOLE:.... .................... B071
SANITARY SHALLOW MANHOLE - TYPE B:... . .B072
NOTE: MANHOLE FRAME AND COVER:. .............. B074
MINIMUM COVER FOR 12" WATER MAINS SHALL BE 4 FEET. CLEAN-OUT.. .......... B076
MAXIMUM COVER SHALL BE 6 FEET.
GRAPHIC SCALE NOTE: SEE RENTON STANDARD PLANS - WATER
eo D 20 4s so 1so ALL NEW DUCTILE IRON PIPE AND FITTINGS SHALL BE
POLYETHYLENE WRAPPED. SEE WATER UTILITY NOTE 4
FOR STANDARDS AND SPECIFICATIONS
( IN FEET )
1 inch = 40 ft. NOTE:
COPIES OF ALL RELEVENT CITY OF RENTON STANDARD PLANS
SHALL BE PROVIDED TO THE CONTRACTOR WITH THE PROJECT
wrR- 27 —?17/AA CONSTRUCTION DOCUMENTS.
CONCREIE BLOCKING .............2.........222.. B085
12' GATE VALVE IN VAULT. .. B091
8 "- DETECTOR DOUBLE CHECK VALVE ASSEMBLY. B100
2 "- DETECTOR DOUBLE CHECK VALVE ASSEMBLY. 2222 .B101
FIRE HYDRANT ............................... .8102
2 INCH METER SERVICE. . Ell 07.1
PER RENTON STD. PLAN 8101
�ry
t2 '
- 21' -12 "DIP CL. 52 /
3 +56.68 - 2.5'LT /
1 -12 "x45' BEND (MJxMJ) /
1 CONCRETE BLOCKING /
3+33.39 2.51T
/
1 -12 "x45' BEND (MJxMJ)
CONCRETE BLOCKING 9�
i1
15' PERMANENT UTILITY EASEMENT
TO CITY OF RENTON / �� � / 0
�
I /
WATER UNDER STOR W DRAIN
INV. 12" PVC SO 15.07 a
INV. 12" DIP �R = 12.70 12 SD N XI
MIN. 6" CL�FARANCE 12" SO
/ 12" SD o
/ cV
3 - -
I / N88'37'07 "W- 166.67'
L I 1 Ex. l0' NT
UTILITY EASEME
MATCH LINE A —A, SEE SHEET 12
arF WAS
J
FC O
MR AM(;Y 4:
tv �/�.��"� � ISTE4F' �2
by A Dbu� LznFaurY -k /t( /96 sSjONAL E��•
9ho/96
CITY REVIEW
REVISION
i
Ih
1 11-2
EX. FIREA
a..
TE 17 9G
PV
EX WATER MH
EX CBMH
IF 9
n. EX CBMH
Ex CB
'EX CS
TE 18 52
SAN. SEWER MANHOLE
LU
Ek CD
CB
TE la-
EX. FRE HYDRANT
EX CBMH
EX. CB
IE 15
EX C
WM IE 1'.3 (12' Nj
TV n I IE (1� 5)
IT" DP IE i' 3
PV H TS R� I
IE 6 (21" N)
HDR Horton Dennis& Associates, Inc.
Consulting Engines , Planners, and Surveyors
KIIWAHI, IIAw1NGDON- M -2525
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
WATER AND SANITARY SEWER PLAN
ACT III THEATRES - RENTON SITE
DESIGNED: RSM GATE: 4/23/96 FILE NAME: 9566SP7.DWG
LOT DATE: 9/6/96
P
DRAWN: PCM
CHECKED: BOM SCALE- 1" = 40 FIE1D BOOK: PAYE:
APPROVED: SHEET: 11 OF: 20
iT If > I I I AI
19 18 17 16 15 14 13 12 11 10 9 8 7 6 B 6 7 8 9 10 11 12 13 14 15 16 17 18 1'
WATER UTILITY - GENERAL NOTES
10
:..
..
16. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.).
SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING
COMPANY OF COLUMBUS, OHIO, OR EQUAL APPROVED IN WRITING
BY THE WATER UTILITY SECTION.
17. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A
MINIMUM DEPTH OF TWO INCHES. OIL MAT STREETS MAY BE SPADE
CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB,
GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A
MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AN EXISTING
EXPANSION JOINT.
1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE
10.
A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY
18. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON
THE DAY OF INITIAL EXCAVATION `NTH A PERMANENT, SEALED
PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITH IN TEN
DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF
FINAL PATCH. TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT
WITHOUT PRIOR WRITTEN APPROVAL OF THE INSPECTOR
SS'30 NO. 3:
GATE VALVE ASSEMBLY VAULT AND 1" BYPASS INSTALLATION.
STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY
DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA
7. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE
CONSTRUCTION. A MINIMUM OF 10 WORKING DAYS NOTICE IS
REQUIRED FOR SCHEDULING. PRIOR TO SCHEDULING THE PRECON
6-INCH CLEAN,OUT
AND A M.V.O.. OF 5 INCHES, TWO 2 -1/2 INCH HOSE NOZZLES WITH
NATIONAL STANDARD 7 INCH, 60 DEGREES.. V, THREADS, O.D.
SHALLOW MANHOLE
STANDARDS AND SPECIFICATIONS, AS APPROVED BY THE CITY OF
RENTON. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT
A PERMIT INFORMATION SHEET MUST BE SUPPLIED TO THE UTILITY
ENGINEER'S OFFICE. TWENTY-FOUR HOUR NOTICE WILL BE
TYPE B
8. ALL WATER MAIN 10 INCHES AND SMALLER TO MAINTAIN A
INV = 17.54
ALL TIMES DURING CONSTRUCTION.
5
REQUIRED PRIOR TO STARTING NEW CONSTRUCTION.
..... ...... .......
..... 'INV. _. 15.95 -8 ". OUT
9. ALL WATER MAINS SIX (6) INCHES IN DIAMETER AND LARGER SHALL
0 }
APPROVED EQUAL, 2 LB /CU. FT. DENSITY FOAM WITH 90A
2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE
11.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL
SQUARE END. THE CITY WILL ASSIST THE CONTRACTOR WHO WILL
PERFORM THE CLEANING OPERATION.
5.00'
: :
: z
10 : 3
O N.-.: =
AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL
LIMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS
OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION
NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION.
PROPOSED THEATRES
SEE MECHANICAL PLAN
CHLORINE /WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL
NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE
3
? N }
X �. W
DIVISION AT 277 -6222. ALL STREET CLOSURES, PARTIAL OR FULL,
SHALL BE APPROVED BY THE TRANSPORTATION DIVISION AT 277 -6222
12.
INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND
METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS,
FOR BUILDING SEWER
m
p ��. Q
24 HOURS IN ADVANCE. THE POLICE DEPARTMENT R
DANCE. FIE
M 0
METER APPLICAT NS CONSTRUCTION PERMITS, AND PAYMENT OF
25
BUILDING WALL
V. ^. N.. ;
....
25
DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE.
FEES HAVE BEEN MADE TO THE CITY OF RENTON.
FIN. FLOOR = 22.00
:
:
: !/1
O M:
,-,- Q
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE
AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
13.
ALL CONNECTION TO EXISTING MAINS TO BE ACCOMPLISHED BY THE
CITY OF RENTON, EXCEPT WET TAPS WHICH MAY BE MADE BY
THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR
APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM
DISTURBANCE.
LO ATIONNSERVICER 1-800-4 24 UIN
N
20
B :
UI�OINC ..
S! 6ZR
.............
PROPOSED: GRADE EX. GROUND
w Z Z,
2O
-5555, AT LEAST 48 HOURS
ADVANCE OF CONSTRUCTION.
MATERIALS On BE SUPPLIED BY THE CONTRACTOR AND BE ON-SITE
SITE
PRIOR TO CITY NOTIFICATIONS.
,1
"PVC
_
�;. ��•
4. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE
14.
INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE
_
6
®2.00
___ - - -__
- - -� _ -_
-- -_-- - -_���
II.
CONFORMING TO AWWA C710 AND C711 OR LATEST REVISION,
THICKNESS CLASS 52. W CEMENT MORTAR LINT AND SEAL COATING
LINING
CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONS
RESPONSIBILITY
TO NOTIFY THE CITY INSPECTOR 24 HOURS IN ADVANCE OF
- - - - --
--
---------
� � �
281 „
� �
II�
SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS
BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR AS WELL AS
-8 PVC :® 0,527
TO BE PUSH-ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C.
THE ENGINEERS SHALL KEEP AS -BUILT DRAWINGS.
15
..... ............. ........
,.. ..
181' -8 "PVC ® 0.527 ....
.. li ........
15
ALL DUCTILE IRON PIPE INSTALLED SOUTH OF SUNSET BLVD.
(EMPIRE WAY, 900) AND WEST OF SR 167 (EAST AY
FREEWAY)
15
CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF
OR IN SOILS OF HIGH RESISTIVITY SHALL BE POLYETHYLENE
WRAPPED PER ANSI /AWWA C104 -77 STANDARDS.
ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO
FINAL TIE -IN.
10
:..
..
16. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.).
SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING
COMPANY OF COLUMBUS, OHIO, OR EQUAL APPROVED IN WRITING
BY THE WATER UTILITY SECTION.
17. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A
MINIMUM DEPTH OF TWO INCHES. OIL MAT STREETS MAY BE SPADE
CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB,
GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A
MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AN EXISTING
EXPANSION JOINT.
DEVICE AND O -RING STUFFING BOX. VALVES SHALL BE DESIGNED
_ FOR -A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE
REMOVE EX. 8" STUB,
INSTALL CONCRETE ENCASED
DROP. CONNECTION PER
RENTON STD.. PLAN NO. 8075
WITH ANSI /AWWA C710/A21.10 -82. ACCEPTANCE TESTING IN
ACCORDANCE NTH SECTION 53.53 OF ANSI /AWWA C153/A21.53 -84 OR
WITH SECTON 10 -4.3 OF ANSI /AWWA C110/A21.10 -82 SHALL BE
OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE
OWNER...
18. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON
THE DAY OF INITIAL EXCAVATION `NTH A PERMANENT, SEALED
PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITH IN TEN
DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF
FINAL PATCH. TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT
WITHOUT PRIOR WRITTEN APPROVAL OF THE INSPECTOR
SS'30 NO. 3:
GATE VALVE ASSEMBLY VAULT AND 1" BYPASS INSTALLATION.
SSMH NO.:2
7. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE
6-INCH CLEAN,OUT
AND A M.V.O.. OF 5 INCHES, TWO 2 -1/2 INCH HOSE NOZZLES WITH
NATIONAL STANDARD 7 INCH, 60 DEGREES.. V, THREADS, O.D.
SHALLOW MANHOLE
THREAD 4.875 AND ROOT DIAMETER 4.6263, 1 -3/4 INCH PENTAGON
RIM = 21.90
TYPE B
8. ALL WATER MAIN 10 INCHES AND SMALLER TO MAINTAIN A
INV = 17.54
RIM = 20.12
INV = 16.12 -6 "IN
5
...
..... ...... .......
..... 'INV. _. 15.95 -8 ". OUT
9. ALL WATER MAINS SIX (6) INCHES IN DIAMETER AND LARGER SHALL
BE CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO DISINFECTION.
-- THE "POLY PIGS" SHALL BE- GIRARD - INDUSTRIES AQUA SWAB -AS OR
wny-
'
. . . . . . . -
SSMH NO. 1 :
SHALLOW MANHOLE
p TYPE B
RIM = 19.35
INV = 14.50 -8" IN
.. INV, = 14.40 -8" OUT
i1i i i
II II
U. I I'
p . . . . . . . . . . . ii ... ......
II.
41.
:
:
EX. SSMH
RIM = 18.60 (FIELD SET)
INV = 13.45 -8" IN
INV 8.02 -EX. 12" OUT
5. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED,
PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH
-ANSI /AWWA C110/A21.10 -82. CEMENT LINING SHALL BE IN
10 ACCORDANCE WITH ANSI /AWWA C104/A21.4 -85. IF FITTINGS ARE 3
INCHES: TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS,
THE FITTINGS SHALL BE IN ACCORDANCE WITH EITHER ANSI /AWWA
C110/A21.10 -82 ORANSI /AWWA C153/A21.53 -84. 3 INCH TO 12 INCH
DIAMETER FITTINGS WHICH HAVE MECHANICAL JOINTS AND /OR
FLANGED JOINTS SHALL BE IN ACCORDANCE WITH ANSI /AWWA
C110/A21.10.82 OR A COMBINATION OF ANSI /AWWA C110/A21.10.82
AND ANSI /AWWA C153/A21.53 -84 SUCH THAT THE PORTION OF THE
5 FITTING A MECHANICAL JOINTS SHALL BE IN ACCORDANCE
JOINT( S)
16. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.).
SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING
COMPANY OF COLUMBUS, OHIO, OR EQUAL APPROVED IN WRITING
BY THE WATER UTILITY SECTION.
17. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A
MINIMUM DEPTH OF TWO INCHES. OIL MAT STREETS MAY BE SPADE
CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB,
GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A
MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AN EXISTING
EXPANSION JOINT.
DEVICE AND O -RING STUFFING BOX. VALVES SHALL BE DESIGNED
_ FOR -A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE
REMOVE EX. 8" STUB,
INSTALL CONCRETE ENCASED
DROP. CONNECTION PER
RENTON STD.. PLAN NO. 8075
WITH ANSI /AWWA C710/A21.10 -82. ACCEPTANCE TESTING IN
ACCORDANCE NTH SECTION 53.53 OF ANSI /AWWA C153/A21.53 -84 OR
WITH SECTON 10 -4.3 OF ANSI /AWWA C110/A21.10 -82 SHALL BE
OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE
OWNER...
18. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON
THE DAY OF INITIAL EXCAVATION `NTH A PERMANENT, SEALED
PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITH IN TEN
DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF
FINAL PATCH. TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT
WITHOUT PRIOR WRITTEN APPROVAL OF THE INSPECTOR
SANITARY SEWER PROFILE
SCALE: 1" = 50' HORZ.
1" - 5' VERT.
0 6.. GATE VALVES SHALL CONFORM TO AWWA C500 AND SHALL BE IRON
-
BODY, - BRONZED - MOUNTED, DOUBLE DISC WITH BRONZE WEDGING
19. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE
DEVICE AND O -RING STUFFING BOX. VALVES SHALL BE DESIGNED
_ FOR -A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE
USED SHALL BE SCHEDULE 40 IN UNIMPROVED AREAS AND
SCHEDULE 80 UNDER IMPROVED AREAS. ALL CHEMICAL PROCESS
VALVES SHALL BE CLOW LIST 14, . MUELLER COMPANY NO A280, OR
-M & H: ALL VALVES 12" IN DIAMETER AND LARGER SHALL BE
LINES SHALL BE SCHEDULE 80 PVC PIPE.
INSTALLED IN A VAULT. SEE: WATER STANDARD DETAIL FOR 12"
GATE VALVE ASSEMBLY VAULT AND 1" BYPASS INSTALLATION.
7. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE
PRESSURE) CONFORMING TO AWWA C- 504 -80 WITH A 6 INCH INLET
AND A M.V.O.. OF 5 INCHES, TWO 2 -1/2 INCH HOSE NOZZLES WITH
NATIONAL STANDARD 7 INCH, 60 DEGREES.. V, THREADS, O.D.
THREAD 4.875 AND ROOT DIAMETER 4.6263, 1 -3/4 INCH PENTAGON
OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT).
8. ALL WATER MAIN 10 INCHES AND SMALLER TO MAINTAIN A
MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATER
MAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48
INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR,
WATER MAINS ARE TO BE LOWERED TO CLEAR.
9. ALL WATER MAINS SIX (6) INCHES IN DIAMETER AND LARGER SHALL
BE CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO DISINFECTION.
-- THE "POLY PIGS" SHALL BE- GIRARD - INDUSTRIES AQUA SWAB -AS OR
APPROVED EQUAL, 2 LB /CU. FT. DENSITY FOAM WITH 90A
DUROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG"
ONLY. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR
SQUARE END. THE CITY WILL ASSIST THE CONTRACTOR WHO WILL
PERFORM THE CLEANING OPERATION.
9A. ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO
AMINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN
ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON
AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL
PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A
REPRESENTATIVE OF THE CITY OF RENTON.
9B. ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE
INJECTION OF A 50 PPM (MINIMUM CONCENTRATION)
CHLORINE /WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL
NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE
METERED /INJECTED IN ACCORDANCE WITH SECTION 7- 11.3(12)E OR
7- 11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED IN 1
ABOVE.
/?'. 4 TNAS //f
� r
SANITARY SEWER NOTES & SPECIFICATIONS
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE
STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON AND THE
LATEST EDITION OF THE WSDOT /APWA STANDARDS AND
SPECIFICATIONS.
2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE
LIMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS
OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION
DIVISION AT 277 -6222. ALL STREET CLOSURES, PARTIAL OR FULL,
SHALL BE APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS
IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND
911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE.
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD
SPECIFICATIONS FOR MUNICIPAL PUBLIC WORK CONSTRUCTION"
PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC
WORK ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON
STANDARD SPECIFICATIONS.
4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE
AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR
DISTURBANCE.
5. A PRECONSTRUCTION CONFERENCE AND A 24 -HOUR NOTICE SHALL
BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL
BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY
PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE
ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON).
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE
CITY INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL
CONSTRUCTION.
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS
AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF
WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN
STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY
CONSTRUCTION.
8. PLANS APPROVED BY THE CITY OF RENTON. DEVELOPMENT
SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER
PLANS.
9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE
WHENEVER CONSTRUCTION IS IN PROGRESS.
10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN
AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS
BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL
ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE
IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM
DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95
PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST
EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO
THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL
OVER PIPE SHALL BE THE SAME AS DESCRIBED.
12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING
TRAVELED ROADWAY SHALL BE BACKFILLED 'NTH CRUSHED ROCK
AND MECHANICALLY COMPACTED. CUTS INTO EXISTING ASPHALT
SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A
TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER
BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH
SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF
RENTON CURRENT STANDARDS.
13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S.
14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR
OTHERWISE STABILIZED TO THE SATISFACTION OF THE
DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER
THE COMPLETION OF CONSTRUCTION.
15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY
PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF
THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS
FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE
NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE
FOUNDATION MATERIAL AS WELL AS PLACEMENT AND
COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM
GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE
SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE
BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE.
16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC)
RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50.
17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES
AND MAXIMUM 18 INCHES ABOVE FINISHED GRADE. IN PAVED
AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
W4274.
RECOMMt „\�r q NDn Horton Dennis 8L I
Consulting Engineers, Plar
FOR, I'OR, •4k �'I .' '' ` KiliKUM, W INGTI
ft " CITY OF RE.
DEPARTMENT OF PUBL
( I I ( i
19 18 17 16 15 14 13 12 11 10 9 8 7 6
R 181.1,0 5 2 7
4 6 7 8 9 10 11 12 13 14 15 16 17 18 19