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2" CLASz
*2" TO k" CI
4R CI
L 8. 5' MIN.
2' DEPTH OF
GRIND OR SSAWCUT AND REMOVE
MIN.
M1IN IMIN" M,IPJ P:�IFJ MIPJ
2" 'CLASS
CRJSHED ROCK. FLOWABLE FILL
OR AS REOJIRED BY ENGINEER
C%F CURB =R
;ENTER LINE OR
A`J- _INE
-ACP CLASS*
_ CRUSHED tiJRFA.CING TOP _COURSE
TY I`'.L TFAISVERSE PATCH
* FOR MINIM)>M STAIIDA3DS, SEE D` C—# HR-0,15= F E1EZEL.E PrVE_IEN=
SP PANE F032
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. E.D PLANS
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DATE -- ]L. - PP?'GI DWG- N.vE�-: 1103=-1 SP PAGE! H032.
TRANSVERSE PAVEMENT PATCH
NTS
LAN _ IN
MARKING
ST.AII VEHICLE `WEEL PATH
>�
> MIN, M1P`r. N11N.
.= . I 1 � = 9
.._... '.. ..............................._......... -.... ....- ............. ...._ ...............
L
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2" CLASS
2" SAV'rCUT 'ANE -'<-"SvrF
OR GRIND, SEAL 'X-TH
AR400 `9'
MIN.
*MINIMUM ACP CLASS `E' Or `B' SAA:_L BE:
PRINCIPAL/M NO/COLLEC-CR ARTERIAL S =E=TS Sr -NDUS-RIAL
ACCESS STR==-S - 6" ACP -CLASS 'E' :5r -3'.
RESIDENTIAL ACCESS STREETS - 2' ACP CLASS = r ,13%
Aye CLASS=
MIN, `
` " CRUS-ED
SURFACING TOF
vUURSE
EDGE OF PAVEMENT. -
EDGE OF CURB __ GJ_TER,
CUR CENTER OF -ANE L N=
RUSHED ROCK, FLOW -ABLE FI_L
OR AS REQUIRED BY ENGI` EER
NOTE:
UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMEINT
SECTION MA`' BE DESIGNED. USING :AN A.P?R T:D IIF3R TYPICAL LONGITUDINAL PATCH AND OVERLAY
DETERMINING ?AVEMENT THICKNESS.
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7)ATE I MICASION .—Y .AF PR DWG. NAME: H032 =F PACE: HO3i
LONGITUDINAL PAVEMENT PATCH
Know what's below.
Call 48 hours before you dig.
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UTILITY PIPE BENEATH
WALL ENCLOSED IN
STEEL SLEEVE
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UTILITY/POWER LINE
86
\ \ \ \ \ 866
\ \ \ #19
BOTTOM OF WATER 168.0 \
TOP OF SEWER 164.9 \ \ 90�
\ \ \#1
�\ �\ G
BOTTOM OF STORM 167.9
TOP OF SEWER 165.2 \ �7SSB
1 6\
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I BOTTOM OF WATER 167.0
TOP OF SEWER 165.3
cc
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IN
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GRAPHIC SCALE
10 20 40 80
5 ADDED AS -BUILT INFORMATION
D U N C A N S O N 4 ADD TRENCH PVMT RESTORATION
Company, Inc. 3 PER CITY COMMENTS
2 PER RESUBMITTING SCREENING
145 SW 155th Street, Suite 102
Seattle, Washington 98166 1 PER CITY COMMENTS
Phone 206.244.4141
Fax 206.244.4455 N 0. REVISION
( IN FEET )
1" = 20' (22x34)
1" = 40' (11X17)
DAS
4/ 12/22
HMD
SURVEYED:
SCALE:
JMB
SEE PLANS
LTK
0/13/1
HMD
DESIGNED:
HMD
LTK
9/8/17
HMD
LTK
7/18/17
HMD
DRAWN:
HMD
ONE INCH
LTK
7712/ 17
HMD
CHECKED:
HMD
AT FULL SCALE
IF NOT ONE INCH
BY
DATE
APPR
SCALE ACCORDINGLY
APPROVED:
HMD
EX GAS
— EX ELECTRIC
BOTTOM OF GAS 180.7 ±
TOP OF WATER 179.7
BOTTOM OF WATER 179.3
TOP OF SEWER 177.5 f
PAVEMENT
RESTORATION
BOTTOM OF ELEC 180.7 ±
TOP OF WATER 179.7
MINIMUM VERTICAL
SEPARATION SHOULD BE
AT LEAST 12 INCHES
I
BUILDING SETBACK I
I
POSSIBLE STREET LIGHT CONDUIT
— CONFLICT WITH PROPOSED CATCH
BASIN. SEE SHEET C4.1
PAVEMENT
RESTORATION U1.1
NE 7TH
S 7-
BENCHMARK IS "SMAI"
NGS CPS CORS STATION.
ELEV = 449.6'
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991 CITY OF
RENTON
we►w s8 %.
Planning/Building/Public Works Dept
CONSTRUCTION RECORD DRAWING
I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS
OF THE WATER SYSTEM SHOWN HEREON ARE THE RESULT OF A FIELD
SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. THE ABOVE
DECLARATION IS BASED UPON WORK PERFORMED IN ACCORDANCE
WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY PRACTICES. WE
MAKE NO OTHER WARRANTY EITHER EXPRESSED OR IMPLIED.
VERTICAL SEPARATION NOTE
MINIMUM 12 INCHES VERTICAL CLEARANCE IS REQUIRED
FROM CITY UTILITIES TO OTHER UTILITIES AT CROSSINGS.
PAVEMENT RESTORATION NOTE
FOR ANY PAVEMENT CUT WITHIN THE PUBLIC RIGHT—OF—WAY,
PAVEMENT RESTORATION SHALL BE DONE AS PER CITY OF RENTON
STANDARD TRENCH RESTORATION AND STREET OVERLAY STANDARDS.
H
H
RESTORATION FOR TRENCHES
(ROAD CROSSINGS)
MINIMUM 6.5 FEET WIDE PATCH RESTORATION IS REQUIRED FOR
TRANSVERSE PAVEMENT CUTS. PATCH SHALL BE A MINIMUM OF 1
FOOD BEYOND THE EXCAVATION.
IF OUTSIDE OF TRENCHING IS WITHIN 3 FEET OF ADJACENT LANE
LINE, THEN THE ENTIRE ADJACENT LANE WILL NEED TO BE PAVED.
RESTORATION FOR TRENCHES RUNNING
PARALLEL WITH THE STREET
FOR ANY STREET WITH LANES MARKED WITH CHANNELIZATION STRIPES AND/OR
BUTTONS. THE LANES ARE DETERMINED BY CHANNELIZATION.
IF THE OUTSIDE OF TRENCHING IS WITHIN 3 FEET OF ANY ADJACENT LANE. THE
ENTIRE ADJACENT LANE AFFECTED SHALL BE OVERLAID.
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- S-395701 R-39571 1 0
W 395701
IN COMPLIANCE WITH CITY OF RENTON STANDARDS =
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COMPOSITE UTILITY PLAN FIELDBOOK: LU
PAGE: '
DRAWING
701-707 SUNSET BOULEVARD NE, RENTON, WA U.1.1 z
SUNSET'S EDGE TOWNHOMES SHEET: 1 OF: 1 '^
DCI PROJECT NO. 15375 �JJ
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N 184067.71
E 1304449.17
DEPTH = 6'f
STA: 8+61.08 \
PROVIDE TEMPORARY CROSS AND /
OFF:65.68'L BLOCKING PER COR STD. PLAN 300.5
2 LF 12" DIP, PE FOR FLUSHING TESTING AND
1-12" GV, MJ DISINFECTION. REMOVAL OF CROSS,
1-8"x12" REDUCER MJ INSTALLATION OF REDUCER AND GATE C3.3
0 00 o N VALVE (SUPPLIED BY CONTRACTOR) BY o
n Ln �<S �iS` 6' ' oo CITY FORCES.
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\ \ \ i� o
I \ - N N 184062.47 CO
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co 00
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E 1304496.29
�10 LF 12" DI _ �� 1 DEPTH EL.= 166.5E /
1 \ _
46 LF DI STA:8+61.25 U I
I I \\ \ 12 o OFF:18.27'L 1 /
N 184063.15 N \ I I I \ 1 1-12" 90' BEND, MJ /
I E 1304448.70 \\ o I MEGATHRULUBLOCK 1 / / EX S-3150
I STA:8+56.51 I � \ I I � �I `N � I N 183995.10
L14.331
I I b oa
OFF: 65.63 Q \ o \ STA 8+21.86, 14.33 L E 1304513_99
\ I I
I1 12 90° BEND, MJ I \ \ \ 0 l \ \ III I J 1-12 45° VERT BEND, MJ DEPTH EL.= 171.2E 1 I I
MEGALUG \ 0 \ 1 1 I MEGA LUG I STA:7+96.34
THRUST BLOCK \ \ � I I I o \ ��"��I�' OFF: 7.00'R I I
I I 1 N 184012.94 \ / I Ln
1304495.44 I / STA 8+04.26, 3.14'L I I
EI I 1-12" GV, MJ d -1-12" GU BEND, MJ 3 4" WATER SERVICE PER OR STD PLAN
I \ DEPTH EL.= 170.3E MEGA LUG MEGA LUG /
I STA:8+11.95 L THRUST BLOCK 320.1 W/ DCVA PER COR STD PLAN 3 7 1
I I I OFF: 13.46 L� _ ,/ 340.8. PRESSURE REDUCING VALVE C3.3 C3.3 C3.
1-12" 45° BEND (H&V), MJ1 - - REQUIRED PER COR STD PLAN 340.5, TYP.
MEGA LUG -
... I THRUST BLOCK .....1�43 1
28 WATER 15 1g0 738 SF II I
I , o
I SEWER EASEMENT \ 6 #1952
864 SF i `. I I #1948 1-75• o STA:2191.95 2+91.33 1
GF 861 a o I OFF: '3,--,- 'L 13.01 C3.3
738 SF \ 1-6" FH ASSEMBLY
I \ #1958 1-75 � 13
14 1�6 GF G 001
I GF 1 a6.1 I F 1S '�s 1
I I 1 \ 864 SF MF L 1-76. I I
I
.. _ GV p ,
/1942 I......... o MF 1g6• I b
I I / 807 SF i I
I / #1964 i I I I
� \I I
I o I NE �. I N 183935.21
(►'RIV H CT �I I I E 1304623_77
ATE) DEPTH EL.- 178.5E
�....
,L ..
N 183948.46 / " . L �� _ . a I I o STA 3+48.16, 6.98'L
\ / ... 116 LF 1 " II „
E 1304508.64 � / 2 DI a a I b CUT IN TO EX 12 DIP
DEPTH EL.= 173.5E cv I „ 6
/ 9 � ::....: 1-12 TEE FL
STA:7+49.39 864 SF 111' , 0 .. C3.3
/ GF g °
#1911 1a6::.:;....... w o° 2-12 GV, FLxMJ
OFF: 7.00 R MF ,..... ,>
........ .......
1-12 ADAPTOR, FLxMJ
1-12 TEE, FL �. --
/ ...........� ............... .... ..... a M a R
a
' 2-2LF 12 DIP, PE
3-12" GATE VALVE, FLxMJ I / .......:�......... a
MEGA LUG ^ c/0o 1 2 J 2-12" SLEEVES (MJ)
I \I m II THURST BLOCK
THRUST BLOCK \ I / UP
I I I I 864 SF / b
00 o N I I I I #1917
UO
9 ✓- 1
I a
MF 1a6' >>6 GF 11 6 4 I 84 PAVEMENT RESTORATION 2
I o f MF 1a 808 SF -COI PER COR STD. PLAN H032.1 C3.
1
\ I 11 N # 965 I
FIRE ACCESS 1 \ 861 SF I „
TURNING LANES \ \ \ #1923 1 ' I EX 12 WATER
\ GF 116 9 -� ?� a....
F 186 o GF�., DE JI CA TI I ; w o274
\ MF 7 737 SF I I I
cis \ \\\ 0 1 10 #1959 a i Oe I
22'�YATER & \ \ \ \ 866 SF G a o 1 0 I
#1929 4.6 >Q 0 6 82
SEWER EASEMENT \ \ 11 9 GF 11 �'4 71953E EX 12 GV
\ ..
MF 18 #
\\ \ 1 \ 7 I
GF 183 9 738 SF I I
G�� MF #1947 i I
DRIVEWAY OUTLINES \ v �........:... a I I >cP
\ \\ �909 SP I �
\ \#19 5\ 1�2 4 89 .
o\ \ \\ \\ G �' �• �6 7j� �>2 MF 183�808 SF
M1941 I i I
PAVEMENT RESTORATION 2
PER COR STD. PLAN H032.1 C3.
L�
1 S6 \ 76p�/6 �I >>o FLUSH CURB
00 I \ \2\ \ SEE C1.5 \
WALL STA:& 6+26.37 1
C3 3
GRAPHIC SCALE
( IN FEET )
1" = 20' (22x34)
1" = 40' (11X17)
Know what's below.
Cal148 hours before you dig.
I \ PUBLIC WATER EASEMENT
WILL EXTEND TO SOUTH
I 1 \ PROPERTY LINE
to
I OFF.' 7.7,iTm 11.54 R
6 00 1 1-6" FH ASSEMBLY. PROVIDE 3' CLEAR
I fT RADIUS AROUND FH STD PLAN 310.1
I CID
N 183819.58 t. I I .: o
E 1304493.85 SD SD `
DEPTH EL.= 162.5E
STA: 6+19.67 , i::.. :: .::..... 1
1 � 2 �
Co o OFF:7.00'R
1-12" CAP, MJ C3 3 o N
THRUST BLOCKMEGALUG
BLOW OFF ASSEMBLY
DUNCANSON
Company, Inc.
145 SW 155th Street, Suite 102
Seattle, Washington 98166
Phone 206.244.4141
Fax 206.244.4455
CONSTRUCTION RECORD DRAWING
-
I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS
OF THE WATER SYSTEM SHOWN HEREON ARE THE RESULT OF A FIELD
SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. THE ABOVE
DECLARATION IS BASED UPON WORK PERFORMED IN ACCORDANCE
WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY PRACTICES. WE
MAKE NO OTHER WARRANTY EITHER EXPRESSED OR IMPLIED.
5
ADDED AS -BUILT INFORMATION
DAS
4/12/22
HMD
SURVEYED:
JMB
4
ADD TRENCH PVMT RESTORATION
LTK
10/13/17
HMD
DESIGNED:
HMD
3
PER CITY COMMENTS
LTK
9/8/17
HMD
2
PER RESUBMITTING SCREENING
LTK
7/18/17
HM
DRAWN:D HMD
1
PER CITY COMMENTS
LTK
7/12/17
HMD
CHECKED:
HMD
NO.
REVISION
BY
DATE
APPR
APPROVED:
HMD
UTILITY SPECIFICATIONS
1. All work material shall be in conformance with the standards and specifications of the City of Renton Planning/Building/Public
Works Department and the latest edition of the WSDOT/APWA Standards and Specifications, as approved and modified by the City of
Renton in the Renton Standard Plans & Specifications. A set of approved plans shall be kept on site at all times during construction.
2. The hours of work in the street right of way shall be limited to 8:30 AM to 3:30 PM on weekdays unless otherwise approved in
writing by the Public Works Department at 430-7301. The Police Department, Fire Department, and 911 shall be notified 24 hours in
advance of any work in the right of way.
3. 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. For utility locates call 48-hour locators 800-424-5555.
4. An approved Traffic Control Plan is required to be submitted at the Pre -Construction meeting.
5. Datum for Vertical Control shall be North American Vertical Datum 1988 Meters, and for Horizontal Control shall be North
American Datum 1983/1991 Meters unless otherwise approved by the City of Renton Public Works Department. Reference benchmark
and elevations are noted on the plans.
6. All watermain pipe is to be cement lined ductile iron pipe conforming to AWWA C110 and C111 or latest revision, thickness Class
52. Cement mortar lining and seal coating shall conform to AWWA C104 or latest revision. Pipe joints to be push -on or mechanical
Bedding to be Class C. All ductile iron pipe and fittings shall be polyethylene wrapped per ANSI/AWWA C105/A21.5-93 Standards.
7. Cast iron and ductile iron fittings shall be cement lined, pressure rated as noted on plans, and in accordance with ANSI/AWWA
C110/A21.10-87. Cement lining shall be in accordance with ANSI/AWWA C104/421/4-90. If fittings are 3 to 12 inches in diameter
and have mechanical joints, the fittings shall in accordance with either ANSI/AWWA C110-A21.10-87 or ANSI/AWWA C153/A21.53-94.
Three (3) inch to 12 inch diameter fittings, which have mechanical joints and/or flanged joints, shall be in accordance with
ANSI/AWWA C110/A21.10.87 or a combination of ANSI/AWWA C110/A21.10.87 and ANSI/AWWA C153/A21.53-94 such that the portion
of the fitting with a mechanical joint(s) may be with ANSI/AWWA C153/A21.53-94 and that portion of the fitting with flanged
joint(s) shall be in accordance with AWWA C110/A21.10-87. Acceptance testing in accordance with section 53.53 of ANSI/AWWA
section 10-4.3 of ANSI/AWWA C110/A21.10-87 shall be obtained by the contractor and transmitted to the owner.
8. Gate valves shall be iron body, bronzed -mounted, double disc with bronze wedging device and 0-ring stuffing box (AWWA C500)
or of resilient seated type (AWWA C509).Volves shall be designed for a minimum water operating pressure of 200 psi. Gate valves
shall be Clow List 14, Mueller Company NO. A2380 or M & H.
9. Fire hydrants shall be Corey type (opening with the pressure) or compression type (opening against pressure) conforming to
AWWA C-502-85 with a 6 inch mechanical joint inlet and a main valve opening (M.V.O.) of 5-1/4 inch, two 2-1/2 inch hose
nozzles with National Standard Threads 7-1/2 threads per inch and one 4 inch pumper nozzle with the new Seattle Pattern 6
threads per inch, 60 degrees V. Threads: outside diameter of male thread 4.875 and root diameter 4.6263. Hydrants shall have a
1-1/4 inch pentagon operating nut opened by turning counter clockwise (left).
10. The two 2-1/2 inch hose nozzles shall be fitted with cast iron threaded caps with
operating nut of the some design and proportions as the hydrant stem nut. Caps shall be fitted with suitable neoprene gaskets for
positive water tightness under test pressures.
11. The 4 inch pumper nozzle shall be fitted with a Storz adapter, 4 inch Seattle Thread x 5 inch Storz. Storz adapter shall be
forged and/or extruded 6061-T6 aluminum alloy, hardcoat anodized. Threaded end portion shall have no lugs and two set screws 180
degrees apart. Storz face to be metal, no gasket to weather. Storz cap to have synthetic molded rubber gasket, and shall be
attached to hydrant adapter with 1/8 inch, coated, stainless steel, aircraft cable.
12. Fire hydrants shall be painted with two coats of paint. Preservative paint number 43-655 safety yellow or approved equal.
13. Pumper connection to face roadway assembly.
14. Fire hydrants shall be installed per City of Renton Standard Detail for fire hydrants, latest revision.
15. All watermains 10 inches and smaller to maintain a minimum cover of 36 inches below finish grade. All watermain 12 inches
and larger shall be at a minimum of 48 inches below finish grade. Where utility conflicts occur, watermains are to be lowered to
clear.
16. All watermains 6 inches and larger in diameter 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.
17. 'PIGS"shall be cylinder shaped with bullet nose or square end. The contractor will perform the cleaning operation.
18. All watermains and services shall be pressure tested to a minimum 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
P Y 9 P P 9
done in the presence of a representative of the City of Renton. The quantity of water lost from the main shall not exceed the
number of gallons per hour as listed in City of Renton Standard Plans & Specifications 7-11.3(11). The loss in pressure shall not
exceed 5 psi during the 2 hour test period.
19. All watermains 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 above.
20. A pre -construction conference is required prior to any construction. A minimum of five working days notice is required for
scheduling.
21. Twenty-four (24) hours notice will be required prior to starting new construction.
22. It shall be the contractor's responsibility to secure all necessary permits prior to starting construction.
23. Installation of corporate stops, water services, lines and meters shall not be done until all service agreements, meter
applications, construction permits, and payment of fees have been made to the City of Renton.
24. All connection to existing mains is to be accomplished by the City of Renton, except wet taps, which may be made by
approved wet tap contractors with prior approval from the Public Works Department. All necessary excavation and materials are to be
supplied by the contractor and be on -site prior to City notifications.
25. Inspection will be accomplished by a representative of the City of Renton. It shall be the contractor's responsibility to notify
Development Services twenty four (24) hours in advance of backfilling all construction. The contractor, as well as the engineers, shall
keep as -built drawings.
26. Contractor to provide plugs and temporary blow -off assemblies for testing and purity acceptance prior to final tie-in.
27. 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 Public Works Department.
28. Asphalt and concrete street paving shall be sawcut to a minimum depth of two (2) 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 (2) inches
or removed to an existing expansion joint.
29. A temporary cold mix asphalt patch shall be placed on the day of initial excavation with a permanent, sealed patch to be
placed, to City of Renton policy, within 10 days. Call for subgrade inspection prior to placement of final patch. *
30. For City projects such as telemetry conduit, the PVC pipe used shall be All chemical process lines shall be schedule 80 PVC
pipe. Schedule 40 in unimproved areas and schedule 80 PVC pipe under improved areas.
MECHANICAL JOINT NOTE
ALL MECHANICAL JOINT FITTINGS SHALL HAVE RESTRAINED
RETAINER GLANDS EQUAL TO MEGALUG SERIES 1100 OR
ROMAX ROMAGRIP IN ADDITION TO CONCRETE THRUST BLOCKS.
PUBLIC WATER NOTE
PUBLIC WATER SERVED BY CITY OF
RENTON. SEE C1.2
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METER/DCVA BoNOTES TRAVEL Nco 00 ocATlo340.8)
1. / WATER NOTE
LANDSCAPE PLANTERS.
2. EACH UNIT SHALL HAVE ITS OWN DCVA ASSEMBLY DOWNSTREAM OF THE BURIED APPURTENANCES (BENDS)
WATER METER AND PRV. SHOWN PER APPROVED PLANS LO
3. EACH UNIT TO HAVE INTERNAL PRV.
WATER EASEMENT NOTE
WATER EASEMENT JOGS AROUND WATER METERS
TO INCLUDE WATER METERS IN EASEMENT.
PAVEMENT RESTORATION NOTE
FOR ANY PAVEMENT CUT WITHIN THE PUBLIC RIGHT-OF-WAY,
PAVEMENT RESTORATION SHALL BE DONE AS PER CITY OF
RENTON STANDARD TRENCH RESTORATION AND STREET
OVERLAY STANDARDS. SEE DETAIL 2/C3.2.
SCALE:
VERTICAL: NAVD 1988
SEE PLANS HORIZONTAL: NAD 1983/1991 CITY OF
%R]
17 RENTON
ONE INCH V459•
AT FULL SCALE �w Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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SUNSET'S EDGE TOWNHOMES
DATE:
S /1/17
WATER PLAN
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701-707 SUNSET BOULEVARD NE, RENTON, WA
DRAWING N0:
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SUNSET'S EDGE TOWNHOMES
SHEET: 1 OF: Z
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DCI PROJECT
NO. 15375
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NE 7TH CT PROFILE
CONNE T TO EX 8" 1-12"" TEE, FL
1-8"x1 " REDUCER, MJ 3-12" GATE VALVE, FLxMJ
FIELD VERIFY DEPT & LOCATION THRUST BLOCK
SEE PLAN APPROX
WATER _
- - 12" DI WATER MAIN, TYP
CROSSING
1-12" V, MJ
HORIZONTAL BENDS
SEE PLAN
—12" GV, M
1-12" 45° VERT & HORIZ BEND, MJ
THRUST BLOCK
1-12" 45° VERT BEND, MJ
THRUST BLOCK
1 12" 45' VERT BEND, MJ
THRUST BLOCK
I
16" FH ASS'Y
THRUST BLOCKING
1-12" CAP, MJ
BLOW OFF ASS'Y
THRUST BLOCKING
8+80 8+60 8+40 8+20 8+00 7+80 7+60 7+40 7+20 7+00 6+80 6+60 6+40 6+20 6+00
=-NSDE HOUSE
PREFERRED C3NFICu' :A Ia1J
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- _
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=TA. LE RAAX U- 5o TO -7.5 P.I
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a g' a KING J"LINE +: �aALE �.+'J PIPE
=• -
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e'_'NN T-T` PP SS!iE EXCEEDS 20, IN a P=z _O_-, � INC-
R <C„ D..-CE O TF-E U J F RA PL_ 1_ING C-DE-
]I I°✓.. E -T F ; V L ANIZ_E PIPE SER Cr F'D GbS
3
zRESSURE REC--ZiNG VALE STP N JFR 314'
1 EA-
T.-E R Ea URE R : I-i_- VALVT SSHA, L BE HOCA-Er -N:
M.-I, ..NIC OIJPL NGS AT d AND OU`LET,
TrR C 4EP R`J. EP-T C w STRA.J CF Tr
_
- €3LSERIES OR EiJ6L �"Ti INTERNAL BiPASS
M_TEP B R{ Na°EIUTr F0 P3 IN
AL-L. TIC'I.N_GIW=
STRcI -
:FSP T N -T D L T'EN NZ T-E VALVE FHA__E
ASEU_Nrc c M_B E
-
.
,P
CON-;URAT:CNS 9r,_
aT.�L.__F THEaR_
4 3 4G_DS= L:I-i 314 - B'.AS.S M `_ F)
1 EA _
=-ISA`< ArO E. - SI:IL>401 D APTMEN- P_1,M=I4-G
PFPvIT IS RECUIPED PRIOR -C INE-ALLATICN -
S - 3, 4- . 15a� yA-d�
a
R".3LE
E
I
12' STa47)-R3 µE"ER SCY W"SOLID CCVER
CON-CFETE I- '1 A x 28 S.'7 NSIDE DMENSIC•n:£, EQL•A_ eP
FOG ?1TE ER SEAL 07. -2-LASTIC_ 13 x z- 1 INSIDE
-
DIMENS ONS. EQUAL TO ERCO45 METEF 309
-
7
3,!4' GALVANISED ST=EL PIPE, -HREADED, LEJGTF AS
REQL_'RED
34" X z 3=4` STC- BRASS --a
=-..
9
i/4' FETCj'..K: M 1r Fj
- Ert.
s
10I
3=4' BRASS NIPPLE
1=FILELE
i
S " -
;�� x' -BUIC WOPKS 'a" & 1` 14Dz :'_DUAL P.R_=SS1_;RE RE-_UCI C- S2D. Pam?! 340_
+ .f
�E LP.T'siEIF7 �1�LE3E n��='FaBL`�
I 14_E C- 231
-_
PRESSURE REDUCING VALVE
NTS
Know what's below.
Call 48 hours before you dig.
L" -LAS
2'T 0 6 _
C,1P 01
1' 1� 1
MIN M I N MIN r_9I hF1I N
L 6.5' MIN.
CEPTH OF
OPIND OR SSAWCUT AND REMOVE
MIN.
FiIN IN MIN I MIN MIN
C' CLASS .B"
CRUSHED ` ROOK, FLOVAVABLE F LL
OR AS REQjIRED BY ENGINEER
FIO MIN.MUM STANDARDS, SEE DWG# H 05
SP PAGE H032
DUNCANSON 4
Company, Inc. 3
145 SW 155th Street, Suite 102 2
Seattle, Washington 98166 1
Phone 206.244.4141
Fax 206.244.4455 rNO
.
195
190
185
180
175
170
165
160
155
E`:r ^Ilec •mac
:ENTER LINE OR
AN=jE _INE
D S-IRFACINC TAP COURSE
r FT- _-- TF r4 VTERSE PATH
GE: FLE=ALE PAVEMENT
15.7 r_T'i OF F.II7KI`T
,•:.��� IT7'�TCt1'aD FT.Pi•=3
DWG. NAME. H,0=2-1 SP PAGE: T!03 _-
PAVEMENT PATCH
NTS
ADD TRENCH PVMT RESTORATION
PER CITY COMMENTS
PER RESUBMITTING SCREENING
PER CITY COMMENTS
REVISION
200
195
190
185
180
175
170
165
160
150
145
140 1+00
SURVEYED:
JMB
LTK
10/13/17
HMD
DESIGNED:
HMD
LTK
9/8/17
HMD
LTK
7/18/17
HMD
DRAWN: HMD
LTK
7/12/17
HMD
CHECKED:
HMD
BY
DATE
A P P R
APPROVED:
HMD
ENTRANCE RAMP PROFILE
CUT IN CONNECTION
SEE PLAN
200
195 CY)
L J
O
N
O
190 O
ti
U
U
185
180
175 00
O
O
O
cfl
170 Q
J
165
160
ti
O
N
O
O
155 0
150
145
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+5 64 140
MECHANICAL JO N T NOTE
ALL MECHANICAL JOINT FITTINGS SHALL HAVE RESTRAINED
RETAINER GLANDS EQUAL TO MEGALUG SERIES 1100 OR
ROMAX ROMAGRIP IN ADDITION TO CONCRETE THRUST BLOCKS.
SCALE:
V
SEE PLANSHORIZONTAL: ND198/1991
C TY 0 F
RENTON
VR
ONE INCH NAVD 88
AT FULL SCALE Planning/Building/Public Works Dept
IF NOT ONE INCH
SCALE ACCORDINGLY
WO9811119OW :NNo
20 0 10 20 40 80
( IN FEET )
1" = 20' Horizontal
1" = 5' Vertical
LO
V J
co
vJ
RECORD DRAWING w
NO CHANGES W-395703 O
IN COMPLIANCE WITH CITY OF RENTON STANDARDS =
Z
O
w
0
Ill
DATE: 0
SUNSET'S EDGE TOWNHOMES FIELD85/1/17
WATER PROFILES LLJ
PAGE: ' )
DRAWING NO: Z
701-707 SUNSET BOULEVARD NE, RENTON, WA C3,2 Z
SUNSET'S EDGE TOWNHOMES SHEET. 2 OF: 3
DCI PROJECT NO. 15375
N
Sig
L J
M�M
t'J
zl:t
U) /
W
75
O
2
Z
O
I-
rW
V
I�
W
U)
I-
rW
4./
Z
''Z)
vJ
FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR
COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER
SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL
JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2"
HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER
CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR,
4.875" SEATTLE THREAD X 5' STORZ, ATTACHED WITH 1/8" STAINLESS
STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO
BE PAINTED WITH TWO COATS OF PAINT. KELLY- MOORE/PRESERVATI VE
PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR
APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS
DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO
BE USED IF REQUIRED.
MIN. 18" TO 20" BEHIND BACK OF
CURB OR 12" BEHIND BACK OF
3' SIDEWALK THAT IS ADJACENT TO
CURB
4.875" x 5" STORZ
5'x5'x6" THICK CONCRETE PAD AROUND
HYDRANT. FINISH TO MATCH SIDEWALK.
EXPANSION JOINT AT
2„� ® BACK OF SIDEWALK
fCONCRETE SIDEWALK
OR PLANTING STRIP
36" MIN
a COVER"t
TWO-PIECE CAST IRON VALVE BOX WITH LUG
TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO.
STANDARD B" TOP SECTION WITH REGULAR BASE
SECTION LENGTH TO FIT. VALVE NUT EXTENSION
AS REQUIRED.
RAISED PAVEMENT MARKER TYPE 88-A
STIMSONITE TWO-WAY BLUE REFLECTIVE
CONCRETE BLOCKING
CONCRETE
THRUST BLOCK �'y.- `; MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET.
6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT
6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT
2-3/4" COR-TEN STEEL TIE RODS.
16" x 8" x 4" MININUM 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK
CONCRETE BEARING 1' ABOVE BOOT FLANGE. PLACE 8 MIL
BLOCK UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF
GRAVEL.
FIRE HYDRANT ASSEMBLY
LEVEL ALL GROUND
a LEVEL ALL GROUND MIN 3RADIUS
MIN 3' RADIUS
1 ONE MAN ROCK
�6 1 1 //.
• 6" CONCRETE PAD 6 `- 6" CONCRETE PAD
CUT FILL
HYDRANT LOCATION IN CUT OR FILL
+ :•� + PUBLIC WORKS (FIRE HYDRANT ASSEMBLY SM. PLAN - 310.1
DEPARTMENT
MARCH 2010
FIRE HYDRANT
NTS
TESTING DETAIL
f 10 FT
EXISTING WATER LINE
EXISTING TEE, DEAD END LINE, CAP OR PLUG
DO NOT DISTURB BLOCKING
NEW WATER LINE
O H-
VERTICAL CROSS (MJxFL) FOR POLYPIGGING
1-BLIND FLANGE ON TOP WITH 2"TAP & 2"PLUG
1-BLIND FLANGE ON BOTTOM
1-PLUG(MJ) W/2"TAP & 2" BLOW -OFF
TEMP. BLOCK
FINAL CONNECTION DETAIL
NEW WATER LINE
EXIST. WATER LINE = �\
F-ten v )E
AFTER ALL TESTING, CLEANING BY POLYPIG AND DISINFECTION,
REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT
TO EXISTING WATER LINE WITH SLEEVE (MJ)
AND D.I. SPOOLS
FINAL CONNECTION BY CITY FORCES`
PUBLIC WORKS CONNECTION TO WATER MAIN STD. PLAN - 300.5
+ + DEPARTMENT EXISTING TEE OR END LINE CAP MARCH 2O10
END CONNECTION
Know what's below.
Call 48 hours before you dig.
NTS
WATER MAIN
r
2" CLOSE NIPPLE
2" 90' ELBOW -
CONCRETE BLOCKING
IF ADDITIONAL ADJUSTMENT IS
REQUIRED, INSTALL 2-2" CLOSE
NIPPLE AND 2-2" 90' BEND, SCREWED
AT THIS POINT. FIELD LOCATE PLASTIC METER BOX IN
PLANTER OR CAST IRON BOX IN PAVED
OR CONCRETE AREAS.
2" CLOSE NIPPLE
2" 90' ELBOW
2" GALVANIZED PIPE AS REQUIRED
PLAN
VALVE NUT EXTENSION AS REQUIRED
TWO PIECE CAST IRON VALVE (SEE DWG BR46 / PAGE B090)
EQUAL TO OLYMPIC FOUNDRY CO. GROUND LINE CONCRETE SIDEWALK
STANDARD 8" TOP SECTION, 6" MAX.
WITH REGULAR BASE SECTION
LENGTH TO FIT.
-
2" RESILIENT SEATED
GATE VALVE, SCREWED
2" GALVANIZED
PIPE 12" LONG
2" CLOSE NIPPLE
_
BETWEEN CAP OR PLUG
AND 2" 90" ELBOW
_
o D.P�oO"
o a
D O;p e�D"c 00
a°p
INSTALL 4 MIL POLYETHYLENE 18" MAX. °- 0'2 "W ° o"-°
PLASTIC COVER OVER WASHED
o° n 0 "CO.OD 0 0° 0
�� ° ° ��0�
GRAVEL. CUT HOLE FOR PIPE
°
otl.o`oo.
�oc
10 CU. FT. WASHED GRAVEL PASSING
1-1/2" AND RETAINED ON 1/4" MESH
FOR DRAIN
ELEVATION
2 1/2" NST (HOSE)
AND 2 1/2" FNST
CAP WITH GASKET
2"x2"x2" TEE AND 2" CAP
2" CLOSE NIPPLE BEWTEEN TEE
AND 90' ELBOW.
2" 90" ELBOW
STD. PLAN - 340.1
PUBiiC WORKS 2" BLOW -OFF
DEPARTMENT PE..Rr%!AN=N- ASSEMBLY MARCH 2O10
BLOW OFF DETAIL
DUNCANSON
Company, Inc.
145 SW 155th Street, Suite 102
Seattle, Washington 98166
Phone 206.244.4141
Fax 206.244.4455
NTS
13N24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC,
INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE
IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS,
INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE
FOR TOUCHREAD PIT LID (SEE DETAIL A -A)
9" MIN.
12" MAX
FINISH GRADE
�>
- o
36" MIN COVER N M U
22-1/2"
CITY
PRIVATE
PIPING
PIPING
IN UNIMPROVED RIGHT OF
WAY INSTALL METER BOX AT
PROPERTY LINE WITH 12"
w • LONG COPPER TAILPIECE.
w
aI SIDEWALK
a
s:.
WATER
J
FTOUCHREAD
METER TO BE
12"
SUPPLIED BY THE
I
Q
CITY
pi
TYPE "K"
SOFT
o O
COPPER TUBING
NEW DUCTILE
IRON
WATERMAIN
IF SERVICE LINE TO HOUSE IS 3/4" OR 1"
TO BE INSTALLED IN THE FUTURE GALVANIZED
INSTALL FORD C14-33 OR 44 F1PT PLUG
x COMPRESSION COUPLING
LOOP DOWN TO CENTERLINE
OF WATER MAIN TO
PROVIDE SLACK IN COPPER COPPERSETTER FOR 5/BN3/4" METER: FORD
SERVICE LINE TO METER. VBH72-15W-44-33G, OR MCDONALD BRASS: 21-215WCQQ33, OR
MUELLER: 3/4-8-2470-2 WITH ANGLE BALL VALVE ON INLET AND
SINGLE CHECK VALVE ON OUTLET
CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD VBH72-15W-44-44G, OR
TAPERED THREAD (CC). QUICK JOINT MCDONALD BRASS: 21-415WCQQ44, OR MUELLER: 1-8-2470-2
(3/4" FB1000-3-Q) OR AY MCDONALD 4701E BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON
(1" F81000-4-Q) OR AY MCDONALD 47018 INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET.
ALL FITTINGS SHALL BE WITH QUICK JOINT.
NOTE:
ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE
CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON
BOTH SIDES OF METER BOX.
DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC
METER READ) TOUCHREAD DEVICE
- 2-1/2" MIN. FROM NEAREST
AND FRONT EDGE OF PIT LID
J
I
NOTE:
THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM
UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE
NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN
ONE RIB.
+ + PUBLIC WORKS
34" AND 1" WATER SERVICE SM. PLAN - 320.1
DEPARTMENT
NUVE_LIBER 2009
EXISTING WATER LINE
PLAN VIEW
TESTING DETAIL
gT7
LINE
VERTICAL CROSS(MJxFL) FOR POLYPIGGING
OME BLIND FLANGE ON TOP WITH 2'TAP L 2'PLUG
ONE DLIND FLANGE ON BOTTOM
ONE (NJ) PLUG WITH 2' TAP & 2' TEMPORARY BLOW -OFF
TEMPORARY BLOCK
CUT -IN (BY CITY FORCES)
TEE (FLxFL) W/ CONIC. BLOCK
2- GATE VALVES (FLxMJ)
2- SOLID SLEEVES (MJ) OR RO-MAC COUPLINGS
1- ADAPTER (FL x MJ)
1- PLUG CMJ) W/2'TAP L TEMP. ELDW-OFF
TEMP. BLOCK
EXISTING WATER LINE
EXISTING WATER LINE
FINAL CONNECTION DETAIL
II�C
E
AFTER ALL TESTING, CLEANING BY POLYPIG, AND DISINFECTION,
REMOVE TEMP. BLOCK L BLOW -OFF L CONNECT
WITH SLEEVE (NJ) L DJ, SPOOLS
I
I
FINAL CONNECTMN BY CITY FORCES
+
XISTING WATER LINE
PUBLIC WORKS CONNECTION TO WATER MAIN CUT SM. PLAN - 300.3
DEPARTMENT IN -LINE TEE & TWO VALVES
MARCH 2O10
CUT IN CONNECTION
NTS
3 PER CITY COMMENTS
2 PER RESUBMITTING SCREENING
1 PER CITY COMMENTS
NO. REVISION
WATER SERVICE
W
z
J
ar
3�
I
NTS
) VCA N OTE
IVCA SHALL BE LOCATED IN THE GARAGE BETWEEN
-HE BUILDING AND THE PRESSURE REDUCING VALVE
U_ IIJ
O
EL
DIRECTION OF FLOW
0 W „
(M3IN.)
1 6" MIN.
I6"MIN.(TYP.) I I \-UNION (TYP.)
PLAN
It
a
n
11-1/4' BEND 22-1/2" BEND 45" BEND
1 '
CAP
TEE 90" BEND
THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS
SOIL
FIRM SILT OR
FIRM SILTY SAND
COMPACT SAND
COMPACT SAND & GRAVEL
90,
45' BEND
11 1/4'
90'
45' BEND
11 1/4'
90'
45' BEND
11 1/4'
FITTING
BEND
TEE
CAP OR PLUG
& 22 1/2'
BEND
TEE
CAP OR PLUG
& 22 1/2'
BEND
TEE
CAP OR PLUG
& 22 1/2'
BEND
BEND
BE
4
7.0
4.2
4.2
1.7
2.9
2.1
2.1
1.0
2.2
1.8
1.6
1.0
6
13.3
9.4
9.4
3.8
6.7
4.7
4.7
1.9
5.0
3.5
3.5
1.4
8"
23.3
16.7
16.7
8.7
11.7
8.4
8.4
12'
53.0
37.5
37.5
15.D
26.5
18.8
18.8
7.5
20.0
14.0
14.0
5.6
AREAS CALCULATED ON 300 PSI TEST PRESSURE. 3'-0" MIN. COVER FOR WATERMAIN LESS THAN 12".
4'-0" MIN. COVER FOR WATERMAIN 12" OR GREATER.
MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 x DEPTH OF TRENCH
MIN. HEIGHT OF THRUST BLOCK (FT) = O.D. PIPE + 1.0'
iRUST BLOCK BEARING
REA REFERS TO THE
WE OF BLOCK MEASURED
IN SQUARE FEET
NOTES:
1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES
DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER.
2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND.
3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY. PRESSURE TESTING
SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH.
4. ALL BLOCKING SHALL BE CONCRETE CL 5
5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA
POSSIBLE. BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS
REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED.
CONCRETE BLOCKING FOR SM. PLAN - 330.2
• PUHHC WORKS
+ � + DEPARTMENT VERTICAL
AND DOWNWARD
VERTICAL BENDS MARCH 2O10
TO CITY may ,•••,�•
METER STACKED METER SECTION 6" MIN. FREE
BOXES DRAINING GRAVEL
NOTES:
1. ALL DOUBLE CHECK VALVE ASSEMBLIES (DCVA's) MUST BE LISTED ON LATEST LIST OF "BACKFLOW PREVENT0N
ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF WASHINGTON
DEPARTMENT OF HEALTH.
2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION
OF THE INSTALLATION OF THE DCVA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE
DCVA AND.ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN..
3. THE DCVA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL
INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST
REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT.. ATTN: WATER
UTILITY CROSS -CONNECTION CONTROL SPECIALIST, FAX NO. 425-430-7241.
4. DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE
WATER METER.
PUBLIC WORKS IY4" TO 2" DOUBLE CHECK VALVE STD. PLAN - 340.8
.+ + DEPARTMENT ASSEMBLY FOR IRRIGATION OR
RESIDENTIAL FIRE SPRINKLER MARCH 2O10
SURVEYED:
JMB
DESIGNED:
HMD
LTK
9/8/17
HMD
LTK
7/18/17
HARD
DRAWN:
HARD
LTK
7/12/1
CHECKED:
HMD
BY
DATE
APPR
APPROVED:
HMD
SCALE:
SEE PLANS
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
D VC A
NTS
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
VD W
0INA
CONCRETE BLOCKING
LO
O
N
O
•i,
NJ
NTS
ti
WATER PLAN GENERAL NOTES (STD PLAN NO, 300
N
0
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDmON OF THE CIIY OF RENTON PUBLIC
O
WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST
EDITION AS AMENDED BY THE CIIY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER
I`
CONSTRUCTION IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION.
r
THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO
nj
CONSTRUCTION.
L.L
2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE
CONTRACTOR SHALL CALL 1-800-424-5555 TO VERIFY UTILIIY LOCATIONS BEFORE BEGINNING EXCAVATION.
3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED,
AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CIIY OF RENTON PRIOR TO BRINGING ANY
MATERIALS ON -SITE.
4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C
151AND C
104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250
AS PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITIINGS SHALL BE WRAPPED WITH 8-MIL BLACK,
TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS.
5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF
10-INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS
SHALL BE 60 INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CIIY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY
CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO
PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTUREWSSPECIFICATION FOR
SIZE OF PIPE USED. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSIIY AS DETERMINED
BYTHE MODIFIED PROCTOR TEST METHOD {MOD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS,
AND 85 PERCENT MOD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MOD.
6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE
WITH CIIY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL
BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS {OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL
JOINTS IN ADDITION TO CONCRETE BLOCKING.
7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING
FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURIIY TESTING SHALL BE DONE IN THE PRESENCE OF AND
UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE
PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT/ BLOCKING FOR TESTING AND PURIIY
ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN
EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND
PURIIY TESTING.
8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE
WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE
DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE
DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BETAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR.
LO
9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILIIY AND MAINTENANCE DEPARTMENTS AT LEAST 10
WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE
EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND
FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS,
AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE
EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE
W
SURFACE RESTORATION.
W-395704
0
=
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Z
ELOPMENT ENGINEERING
O
Lrnair10/24/2017
1—
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RECORD DRAWING
NO CHANGES 0
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DATE:
CITY OF SUNSET'S EDGE TOWNHOMES FIELD600/1/17
R E N TO N WATER DETAILS AND NOTES W
PAGE: '
" DRAWING N0: Z/1
Plan ning/Building/Public Works Dept. 701-707 SUNSET BOULEVARD NE, RENTON, WA C3"3
SUNSET'S EDGE TOWNHOMES SHEET: Z 0F: Z
DCI PROJECT NO. 15375