HomeMy WebLinkAboutR-410935NW-5-22.5
CD
>
Q
00
0
I
Ln
0
00
m
I
N
Lo
rn
I
U
/
0
N
U
0
o_
c
w
U
/
X
0
0
0
/
N
0
N
0
Z
Q
U
0
a
N
to
U
w
Q
z
w
J_
L�
U
O
d
w
D
n
0
In
rj
N
0
N
rn
w
d
0
0
J
a
TIE IN WITH J
EXISTING DITCH
REFER TO j
RENTON PLAN 1
FOR DETAILS
I
I
EXISTING WATER VALVE--•-_���
STANDARD BLOCKS
p
DI SPOOL
CONCRETE BLOCKING
-+�-
FIRE HYDRANT
GATE VALVE (MJ)
I-
TEE (MJ)
rI
COUPLING
REDUCER
I{
FLXMJ ADAPTOR
❑
WATER METER
(D
EXISTING GATE VALVE
-Z
EXISTING FIRE HYDRANT
5-22-5
EASEMENT BLOCK WITH ATTRIBUTES
W�1092W1092
FOR PAVEMENT REQUIREMENTS SEE CITY
OF RENTON STANDARD PLAN NUMBER -
H032A (SEE TYPICAL SECTION IN SHEET
#5) X' ING SAN INVERT- 453.92
X' ING W/M INVERT=457.64
SEE DETAIL "A"
1 " IRRIGATION WATER
SERVICE PER DISTRICT
STANDARD W15 WITH DCVA
EXIST1Ni; 1: A(, W/M
EXISTING SANITARY MANHOLE
PROPOSED �-
LOCATION
OF MAILBOX
#19661
5728500040
I
1 ,
1 I
I
I
I
I
I
I
I
I
1
I
cn ;y
;n
I
I
I
I
�!I
I
I
I
I
I
I
I
CASING INSULATOR SPECIFICATIONS
PART#: SSIM-0820-CR-54-V
BAND
SNIDE
14GA.(0.074") 304 STAINLESS STEEL
2-B FINISH
RIBBED FLANGES
LINER
PVC LINER (0.096")
HARDNESS-DUROMETER 'A' 85 +/- 5
OPERATING TEMP: 140F
DIELECTRIC STRENGTH-60,000 V
RUNNER
2" WIDE X 4" HIGH MOLDED POLYMER - MOD
2 TOP
2" WIDE X 5" HIGH MOLDED POLYMER - MOD
2 BOTTOM
ASSEMBLY HARDWARE
3 SETS PER FLANGE
1/4" - 20 X 2" STAINLESS STEEL BOLTS
1/4" STAINLESS STEEL WASHERS
1/4" STAINLESS STEEL NUTS
NOTE: SPACERS TO BE 1' AWAY FROM JOINT RESTRAINTS
AT ENDS OF THE PIPE AND V-8' ON CENTER BETWEEN
THE JOINTS.
I
I
I
I
I
I
I
I �
I
I
1
I --
I
I
I
I
I
I
I
_- EXISI-ING 6". AC W/M
I �•
I
EXISTING WATER VALVE
I
9.05"O.D.
CARRIER PIPE
14.16" 0. D.
BELL
19.0"I. D.
CASING PIPE
NNER
CASING SPACER SPECIFICATIONS
N.T.S
,f 2+90.58. 9.51
--:� --- PROPOSED FIRE HYDRANT, AS PER
EXISTING CULVERT TO BE SODS CREEK STD DRW W-5.
I FILLED BY CONTRACTOR 8" WATER MAIN,
PORT 5" HYDRANT
Di- _
I 1-8' X8' X6, '. TEE (MJxFL)
> °�•• -a EXISTING FIRE I-h'IA k(4I
1 0 CONCRETE BLOCKING
O 1-6" G.V (FLxMJ)
I �
I
In = o
p N 0
--, �`- 0 4 �r �
L. N
I
�0 _ O
I I I w w
o
' LOT-1 w
in
TRACT A a=
I
I
LOT-2
COMBINED
in L?
I DVAULNTION/WET
N N
W
la
I
I i
ch
I
#19801
O
1
1 1
5728500050
`W
I
I I
I I
a
�
I I
OI
TT
i
�3
I
L - - - -- - J
N;
--
W
C
EXISTING EDGE OF ASPIIAL -
# 19681 �---�
5728500060
EXISTING PROPERTY LINE --
CALL 48 HOURS
BEFORE YOUR
DIG CALL 811
#10504
0522059187
3" COMPACTED DEPTH_J
CRUSHED SURFACING
BASE COURSE
2" COMPACTED DEPTH CLASS
B ASPHALT CONCRETE
4" COMPACTED CRUSHED
SURFACING TOP COURSE
6" COMPACTED GRAVEL BASE
#10616
0522059188
#19714
0522059174
CENTER OF THE WATER
SERVICE METER BOX TO BE
INSTALLED 4' OFFSET FROM
THE BACK OF THE CURB AS
PER STD DETAIL W2(TYP)
EXISTING; 6"AC
WATER MAIN-
CUT IN CONNECTION TO EXISTING 6" W/M,
STERILE SWABB PIPE AND APPURTANCES;
1-6"x6" FL TEE
1-8" G.V (FLxMJ)
2-6" G.V (FLxMJ)
1-6"xB" REDUCER (FLxFL)
6" DI SPOOL (AS REQUIRED)
CONCRETE BLOCKING
CONTRACTOR TO VERIFY LOCATION AND
DEPTH OF EXISTING WATER MAIN
TRANSITION COUPLINGS BETWEEN AC AND
DI PIPE AS NEEDED
PROPOSED 8" DI
WATER MAIN
CUT IN MAIN TAP DETAIL "A"
N.T.S
CUT IN CONNECTION TO EXISTING 12" W/M,
STERILE ''WABB PIPE AND APPURTANCES;
1-12"x8" FL TEE
1-8" G.V (FLxMJ)
2-12" G.V (FLxMJ)
12" DI SPOOL (AS REQUIRED)
CONCRETE BLOCKING
CONTRACTOR TO VERIFY LOCATION AND
DEPTH OF EXISTING WATER MAIN
TRANSITION COUPLINGS BETWEEN AC AND DI
PIPE AS NEEDED
PROPOSED 8" DI WATER
MAIN
#19647
0522059193
-54 LF 20" STL CASING PIPE WITH 1/2" THICKNI-SS
-CASING SPACERS MODEL SSIM-0820-CR-54-V ADVANCE
PRODUCTS & SYSTEMS OR AS APPROVED
-PIPE TO BE RESTRANTED (RJ) WITHIN CASING, FIELD LOK
GASKETS
#19655 \
4+68.66, 9.5'L 052205912059t 12
PROPOSED FIRE HYDRANT, AS PER
SODS CREEK STD DRW W-5. A FULLY AUTOMATIC OPENING
8" WATER MAIN, EMERGENCY GATING SYSTEM WITH
5" PORT HYDRANT A CLICK 2 ENTER OPENING
1-8"X8"X6" TEE (MJxFL) DEVICE SHALL BE INSTALLED PER
CONCRETE BLOCKING RENTON REGIONAL FIRE
1-6" G.V (FLxMJ) PROPOSED PROPOSED AUTHORITY STANDARD' AT THIS
STORM MAIN SANITARY MAIN LOCATION. \
(TYPICAL) (TYPICAL)
PUBLIC ROAD X ING SAN INVERT=457.33
X' ING W/M INVERT=463.75
WATER SERVICE (TYPICAL) STREET LIGHT (TYPICAL) \ 0 1" IRRIGATION WATER
PER DISTRICT STANDARD W15 �I I� I SERVICE PER DISTRICT I
STANDARD W15 WITH DCVA
10 I
1%
LOT-3
#10628
0522059070
LOT-4
Lq
5-22-5
W1092
PARCEL
NO.-0522059078
#10630
0522059169
13'-0" I 13'-0"
13'-6"
PROP PVMT PROP PVMT
PROP BLVD
PRIVATE JOINT
UTILITY
EASEMENTI
6"
8'-0" 5'-0"
I
�
PROP
BLVD PROP S/W
°-
U
CL
Or
0 4'-0"
IL
2.0% 2.0%
2.0% 2.0%
SIDEWALK
/_8" PROP. WATER MAIN
I I
�)
SERVICEEMETEREBOX
S-- -i I CEMENT CONCRETE CURB &
-L
GUTTER
8" PROP. SANITARY PIPE,
12" EX.
STORM PIPE
10'-0"
6'-5"
31'-7"
PUBLIC ROAD TYPICAL
SECTION
I :FISTING 12" im
'4-ATER 14AIN
uJ
U)
w
Q
00
0
r
CUT IN MAIN TAP DETAIL "B"
N.T.S
w
cn
uj
2
00
40
r
74.0 74.0 _
83 - -
3, - 4
9 -0"
-22'-2"
15'-0" O��
-3,0
yip
LOT- 5 LOT- 6 LOT- 7 I "' II
I
i
in I
0 N TRA(J B o
4 cli
coI I .-
TREE 1RACT I I
lol
I I �
PROPOSED PROPERTY LINE
AFTER 3' ROAD DEDICATION 1
74.0' 1 74.0' _Li
i
I
EXISTING HOUSE
TO BE REMOVED
z,
#10538
#10644
#19819
W
0522059191
0522059189
0522059173
s
LL
Z'
L-
0
0'
1 0
Z,I
I_
W ILI
V
w
V
WATER GENERAL NOTES: (REVISED 05/16/11)
1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE SOOS
CREEK WATER & SEWER DISTRICT, ALSO REFERRED HEREINAFTER AS "DISTRICT".
2. THE DEVELOPER SHALL FURNISH THE DISTRICT A COPY OF THE COMMERCIAL AND/OR
SUBDIVISION
PLANS APPROVED BY THE GOVERNING AGENCY PRIOR TO ANY WATER MAIN CONSTRUCTION.
3. PRIOR TO CONSTRUCTING ANY WATER MAINS, THE APPROPRIATE STREETS AND LOTS SHALL BE
CLEARED, GRADED, AND STAKED BY THE DEVELOPER/CONTRACTOR AND ALL EXISTING UTILITIES
SHALL BE LOCATED.
4. FOLLOWING WATER MAIN CONSTRUCTION, ANY REVISION OF ROADWAY OR EASEMENT GRADES
REQUIRING THE MAINS TO BE RECONSTRUCTED SHALL BE MADE AT THE
DVELOPER'S/CONTRACTOR'S EXPENSE.
5. RECONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS OF THE DISTRICT. ALL COSTS FOR
INSPECTING SUCH RECONSTRUCTION SHALL BE CHARGED TO THE DEVELOPER IN ADDITION TO
THE STANDARD CHARGES, AND SHALL BE PAID BEFORE ACCEPTANCE BY THE DISTRICT.
6, NO WATER SERVICE CONNECTIONS SHALL BE MADE TO THE EXISTING SYSTEM UNTIL
COMPLETION OF THE BILL OF SALE AND ALL EASEMENTS. MAKE APPLICATION TO THE DISTRICT
FOR WATER METER INSTALLATION FOR EACH WATER SERVICE CONNECTION PRIOR TO MAKING
CONNECTION. BILL OF SALE WILL NOT BE PROCESSED UNTIL PUGET SOUND ENERGY HAS EITHER
PROVIDED A WORK SKETCH OR INSTALLED THEIR VAULTS, HAND HOLES AND LIGHT STANDARDS,
OR THE DEVELOPER HAS PROVIDED A SIGNED HOLD HARMLESS AGREEMENT (FORM SUPPLIED BN
THE DISTRICT).
7. ALL COSTS OF WATER MAIN RE -STAKING SHALL BE PAID BY THE DEVELOPER/CONTRACTOR.
B. PROPERTY CORNERS SHALL BE PINNED WITH REFERENCE TACK ON CURBS BY THE
DEVELOPER/CONTRACTOR.
9. THE DEVELOPER/CONTRACTOR SHALL NOTIFY THE DISTRICT AT (253) 630-9900 TO SCHEDULE A
PRECONSTRUCTION MEETING AT THE DISTRICT OFFICE. AFTER THE PRE -CONSTRUCTION
MEETING, THE DEVELOPER/CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD REPRESENTATIVE
AT LEAST 48 HOURS (REGULAR WORKING DAYS) BEFORE STARTING WORK.
10,THE DEVELOPER/CONTRACTOR SHALL OBTAIN ALL REQUIRED FINAL INSPECTIONS TO MEET
PERMIT REQUIREMENTS, INSPECTIONS MUST BE SCHEDULED AT LEAST 48 HOURS IN ADVANCE.
LEGAL DESCRIPTION
THE NORTH 21 ACRES OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE
EXISTIPI(� NORTHWEST QUARTER IN SECTION 5, TOWNSHIP 22 NORTH, RANGE 5 EAST, W.M, INKING COUNTY,
WAiLfi WASHINGTON.
•ii
EXCEPT THE EAST 30 FEET FOR ROAD.
w
U
ALSO EXCEPT THE RIGHT-OF-WAY FOR 106TH AVENUE SOUTHEAST:
c�
==Et AND ALSO EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WASHINGTON FOR
STATE ROUTE 515 BY DEED RECORDED UNDER RE
SEP 0 0 2021
u_
r; 12 AC
�
{
CORDING NO 8906291184:
N
Lo
_Z ;%WATER MAIN
O
1- �1
SITUATED IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON
00Y
Lo
r-
Q W
of
U
A EXISTING SANITARY
VERTICAL DATUM
1. ANI IDLE
-�
=�
NAVD 88.
a z
°
Y
�
BENCHMARKS
LI �
ILl a
v a
z Q_ v1
s
¢
w
z
m
X' ING STM INVERT=460.03
p Q
a s o
o
o
ZX' ING W/M INVERT=463.82
BASE:
CITY OF KENT BENCHMARK NO. 7073
,*2
cmPUNCH
IN 3" BRASS DISC, INCASED, LOCATED AT THE
O
O
�
INTERSECTION OF SOUTH 2O0TH STREET AND 100TH AVENUE SOUTHEAST.
�
0�0
U
7+ 3.25
ELEVATION:343.77'
W
c�
(�
SITE:
(D
~
Rt
j
Z
w
o
q
~ �
o
L
SET MAG NAIL IN ASPHALT, AT THE NORTHWEST CORNERZ
OF SITE ON THE WEST
C�
(n
O
Z
V)
o
SIDE OF 106TH AVENUE SOUTHEAST,
W
O=
co
(D
U
z CL
SEE DETAIL
+/-27.1' WEST - NORTHWEST OF WATER VALVE, +/-18.3' SOUTHEAST OF CATCH BASIN.
Z
X
Z
"B"
ELEVATION: 462.25 FEET
_
cV
LL
SHEET INDEX
ZCr)
W
Cl)C)
CO m
O
SHEET 1 OF 5 WATER MAIN PLAN & VICINITY MAP
Z
0000
00
J
m
0
,NOTES
SHEET 2 OF 5 CONSTRUCTION PROVISIONS
J
CDJ
ULo
I�
SHEET 3 OF 5 MATERIALS AND SURFACE RESTORATIONS
04 of
o
o
z a
M is xlSillaG
SHEET 4 OF 5 WATER DETAILS
_Z
Q
cf)
f
:TORi;4 1,1aIPl
SHEET 5 OF 5 WATER DETAILS
Q
2
--
_ �,
U
W
L_
"ROAD WORKS SHALL BE CONSTRUCTED ACCORDING TO WASHINGTON STATE DEPARTMENT OF
p
TRANSPORTATION CONSTRUCTION MANUAL WITH THE FOLLOWING DETAIL.
�'
TRENCHES SHALL BE CONSTRUCTED AS. SPECIFIED IN STANDARD SPECIFICATIONS SECTION
7-08.3(1)A. IF THE TRENCH IS 4 FT OR MORE IN DEPTH, SHORING AND CRIBBING SHALL BE
EXISTING
CONSTRUCTED OR THE SIDES OF THE TRENCH SLOPED AS NECESSARY TO PROTECT THE
POWER Pr.'I
WORKERS IN THE TRENCH, SEE STANDARD SPECIFICATIONS SEC7IUN 2-09.3(4) AND SECTION
U
p
2-09.1. BACKFILLING WILL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS SECTION
N
z >
7-08.3(3). SURFACE TREATMENTS AND PAVEMENTS SHALL BE CONSTRUCTED BASED ON
------
f
.''' � '.CAI VF
CHAPTER 5." FOR MORE DETAIL SEE STANDARD PLAN 6-64 OF CITY OF KENT.
z
i
O
EXISTING WATER SERVICE
CONNECTION FROM AS BUILT.
THE CORPORATION STOP AT
THE EXISTING WATER MAIN
SHALL BE TURNED OFF AND
THE SERVICE LINE SHALL BE
CUT AWAY FROM THE CORP
STOP AND 108TH AVENUE SE
V ,
wuj
W I-- X �
� U o
SHALL BE RESTORED PER
APPLICABLE STREET
RESTORATION DETAILS PER CITY
w
z
VICINITY MAP
OF KENT STANDARD.(SEE-�I I�I_I�^+-�� I���
z
^
l TYPICAL SECTION IN SHEET
#5)
z
f rI
�
Lo
Q
EXISTING 10' _
7T-
J
SANITARY EASEMENT "-�
w0
UTILITLEARANCE REQUIREMENTS REC N0.7902200242
MINIMUM SEPARATION BETWEEN WATER AND SEWER MAINS SHALL CONFORM TO
SECTION C1-9.1 OF THE " CRITERIA FOR SEWAGE WORKS DESIGN", CURRENT EDITION, AS PUBLISHED BY
THE DEPARTMENT OF ECOLOGY. MINIMUM SEPARATION BETWEEN OTHER UTILITIES SHALL BE 6 INCHES
WITH A SAND CUSHION.
WATER MAINS SHALL PASS UNDER STORM SEWERS WHEN NECESSARY TO MAINTAIN THE MINIMUM COVER
REQUIREMENTS FOR WATER MAINS. THERE SHALL BE NOT LESS THAN A SIX INCH CUSHION BETWEEN THE
WATER MAINS AND THE STORM SEWERS.
PUGET SOUND ENERGY VAULTS, HAND HOLES AND LIGHT STANDARD SHALL BE LOCATED NO CLOSER THAN
10 FEET FROM ANY WATER MAINS, FIRE HYDRANTS, AND BLOW -OFF ASSEMBLES AND NO CLOSER THAN 5
FEET FROM ANY WATER SERVICES. DEVELOPER SHALL BE RESPONSIBLE FOR COORDINATION OF VAULTS,
HAND HOLES, AND LIGHT STANDARDS WITH THE WATER MAINS, SERVICES, FIRE HYDRANTS, AND BLOW -OFF
ASSEMBLES. NO CONSTRUCTION SHALL START UNTIL THE DEVELOPER HAS FURNISHED THE DISTRICT WITH
A WORK SKETCH FROM PUGET SOUND ENERGY OR A SIGNED HOLD HARMLI=SS AGREEMENT ( FROM GRAPHIC SCALE
SUPPLIED BY THE DISTRICT) IS PROVIDED. 0 40 80 1120
WATER SERVICE LOCATION NOTE
ALL WATER SERVICE LOCATIONS TO BE EXAMINED PRIOR TO CONSTRUCTION TO VERIFY UTILITY CONFLICTS. 1 INCH = 40FT.
VERIFY 5-FOOT CLEAR OF ALL OTHER UTILITIES.
V I V I I V I 1 1 IVI/"1r_
PLAN REVIEW #12-891
w
w
z
Q
W
rn
c+ ,
w
L.L.
z
0
Cn
Oz
pi
U
O06
W
Q>
D
06
0
Q
BASE
MA P
F-2
SHEET
'I OF
5
nRA IVIINJG F2.010