HomeMy WebLinkAboutS-227402SW 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
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12 "SD
°
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1 12 x457 BEND (MJxMJ)
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BEFORE
5=1
3
4" SO
12" SO
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528'33'51 "W - 218.70'
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1 -12" PLUG (MJ) WITH 2" TAP
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1 -2" TEMP. BLOWOFF ASSEMBLY
CONCRETE BLOCKING
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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)
/
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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
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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'
)
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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.
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12"
N
12 "DIP CL 52
- --
- - - - - --
- -- a
-- -T'
_
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- --
s +4%e] 152' -12 "DIP CL
12" SO
-
--
16-
_ - - - -- __ -- S89'05'25 "E- 394.27'
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CONCH -`
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FDIC
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4" SO
12" SO
12" SO
wa
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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
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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'