HomeMy WebLinkAboutzW-4200SetNFOUN0.5" RBC !\ : a".I KEYNOTES
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1 "HARSTAD" LS#19731 II
WM AT CORNER j I / 3 ° ' O PROPOSED HYDRANT ASSEMBLY PER COR
Q i E I CONCWALL. I / i I 1 STD PLN. 310.1.
FIRE DEPARTMENT PEAK CONNECT TO WATER MAIN WITH CUT -IN TEE
HEIGHT HORIZONTAL DEFLECTIONS AS NECESSARY I �, I ° 4 °
CONNECTION (FDC) =29't PER/ T MMENDATIONS 3 O AND THREE VALVES, PER STD PLAN 300.4.
C6. /�/1L1/LL�J/_LL!/ //' / i SS(RE�° TEL.
STA:7+89.12, 40.72' LT °/1L/ /11!/ POLE I 3
I CONNECT TO WATER MAIN WITH A 10" x 6" FL 2
---------- C x FL TEE.
° C6.40
J� -- -- ----- CONNECT TO EXISTING MANHOLE,
� Sp------- =� - 3-��-- - 101L�0�DIP CL 52 SD / / 0 POWE w I /3 =a r
4 RECHANNELIZE STRUCTURE, SEE DETAIL
t------------------�-_ - -- -- / N RO K el°
N 3 5/C6.8.
FOUND 0.5 RBC �- � CO - - - �------- J ' ' N �ALL�- --. �, � SIGN
NO A KI
„HARSTAD' LS#19731 _ - ... - ... - . . - . - - - - - _ - ' '
- --� - _ _ 2' I �' CONNECT TO BUILDING PLUMBING, SEE
AT CORNER • - - -
�`��l/ 15.23' \ r - �- , - -, - _ _ �- - - ,- _ _• - - - �G •: _ 4 it°Nl i IIEXISTING 12" WATER 5O MECHANICAL PLAN FOR CONTINUATION.
_ •• •
__ ( E I$TING WATER C
/ 6 I I -I • •• SS 0 G1 3
1 � L G .190. 1' OF BUILDING �� �� / � I i � � RICE TO BE 6 SEE DRAINAGE PLAN FOR DRAINAGE DESIGN.
FIRE HYDRANT AS EMBLY / F S. N DLO OVERHANG 00 I I r TIR�'P UNDERGROUND POWER, SEE ELECTRICAL
I
C6.50 1 O -0 3-FOOT DIAMETER I m I 15.00 ER I °( EE DEMO PLAN). O PLAN FOR DETAILS
(f� STA:7+87.02, 47' LT /� \ - 06 I� �,
�\ 7.50' MP 30 ENTION T 15' ATER EASEMENT I L0 EAS NT
3 CB STD GIRT
RIM EL=29.98'
z 34LF 6" DIP CL 52 i o \ - IP CL 52 I I �I� I so - s� I + a.a RIM EL W IE-27.33' O GAS SERVICE.
w \ 53LF 6" DIP CL 52 - _ - W-6 a o - �b I -
C 1 PROFILE 1 Ell D' \ o \ / - - - - „ - - - W-12 N 3 '9O FIRE SPRINKLER SERVICE
G C6.20 PROFILE�START \ IP CL 52 g 00 W_7 O 10.00' �84F 10" DIP CL 52 (RJ) 10+0 STD 10� 3
�- I SD21H IM EL=30.56'
0 EL=2 P 1 I52 �_ 4% ,. a... �' E IE=27.18' 10 4-INCH DOMESTIC SERVICE
\/ / _ I v W IE=27.16' C6.40
• \ o bk O3 10 31 LF 10" DIP CL -
Q \ W-4 ti56 W-5 _ _ _ _ _ _ - _ - - - - / 12LF 6" DIP C 52 �00 _ 18" DI S IE=27.16'
_ _ _ d LOCATION OF 18" WATER MAIN ON S GRADY
\ \ $k /
- - - - 1 LF 6" DIP CL 52 W-10 - - - - - - - - - - 2 W_g J 18' DI N IE=27.11' WAY SHALL BE FIELD VERIFIED BY
�3 26LF10"DPCL5 I �°
Q r \ I �7.50' 7 50' 4" WATER METER VAUL D 28LF� D- PL 5P 3 , CB CONTRACTOR DURING CONSTRUCTION. IF
/ 15LF " DIP CL 52 I /2 13 m I I I RIM 11 LOCATION DIFFERS FROM SURVEYED
\ f W-11 C6.30 1" DCVA - LOCATION, CONTRACTOR MUST NOTIFY THE
/ J `-' � 3° IZOFILE 2 E6N S 1W-3 �S E LANDSCAPING ( sL I I 176127.86 CDCCITY AND SUBMIT A DESIGN REVISION PRIOR
o JFSTA:9+08.47,15.88'RT
6" DIP CL 2 F SHEET L 3.0 II IIII s IN I I ° 1300805.11 MAIN.
v \ / 3 1 TO CONNECTING TO THE EXISTING WATER
PI: 7+71.77 \ c - - - A_ I 3 ° PROVIDE VERTICAL CROSS FOR POLYPIG
w • \ \ 160 9 5 5 \� PROPOSED ROW i 8 e SDMHFU LL M 12 STATION FOR CLEANING OF WATER MAINS
\ CRANE FOUNDATION DEDICATION LINE N I I I BOTTOM S' PER STD. PLAN 300.6
Q I \ 6 PER STRUCTURAL DETECTOR DOUBLE CHECK 1 3
�j \ \ \ • VALVE ASSEMBLY (DDCVA) C6.40 6' - I o G1" IRRIGATION METER
�• \ / STA:9+01.47, 16.50' RT 27. -
QI TEL. MANHG CONCRETE ENCASEMENT ON SEWER
PIPE. LENGTH OF SEWER PIPE TO BE
3I m TEL. POLE & 32" DIA. l
32 �30, \ _ _ _ / 24LF 6" DIP CL 52 I I ( QI GUY ANCHOR GCENTERED AT POINT OF CROSSING SO THAT
\ \ J POST INDICATOR VALVE PIV ) DO NOT JOINTS ARE AS FAR AS POSSIBLE FROM THE
( `�0\ • \\r'_, \\ I STA:8+92.38, 25.78' RT C6.70 � � I �I � I ° G � PIPE ENTER SIGN WATER LINE.
SIGN
I WV W % LEGEND:
RIGHT-OF-WAY/PROPERTY LINE
5.0'ROW I s ON sL I CENTERLINE
a \, DEDICATION G GAS PIPE
a2S•3'. \ PROPOSED I S I I S . /��IGNAL LE S SANITARY PIPE
/ I°° ° " .a • \\ MULTIFAMILY EXISTING II a//� / /LUMC� W WATER PIPE C6.80
3 \ BUILDING ROW LINE I I'' I S� \ I I 50 .�``'G / /� F FIRE SERVICE PIPING
NOTES .. \
1. MAXIMUM ALLOWABLE °� - \ / = I� I I �/ / //�
/ o FFE 32.08 p (uc) o Ak FIRE HYDRANT
DEFLECTION AT EACH JOINT SHALL \\ .� \ �K
NOT EXCEED ONE-HALF THE / 4: j // METER AS NOTED
MANUFACTURER'S SPECIFICATION
FOR SIZE OF PIPE USED. A° I ° I \ \ 33 W-2 \ 30� 0 50�J J / �/� N GATE VALVE
V 1 THRUST BLOCKING PER STD PLANS 330.1
2. ALL WATER FITTINGS AND/ l\ �� I I /o� / /l / C6.30
VALVES WITH MECHANICAL JOINT \ • I \ �\ 50 �`J �, S_MH RIM F�L-30.69 AND 330.2.
/ \ S I /18'CNC V IE=27.09' FITTINGS AS NOTED
(MJ) END(S) SHALL HAVE A �h. J 18" DI --'NE IE=27.09' /
WEDGE -TYPE RETAINER GLAND CONNECT TO BUILDING (SEE MECHANICAL FOR CONTINUATION) 0 � `�� 18" NC SW IE-27.09' /
EQUAL TO MEGALUG SERIES 1100. PEAK IE: x \ \ IE: 25.17 8" (SW) L� ,� - / / ® PIV
HEIGHT / V /
a =32't
�CTE �I�1�T BLOCKS ARE L \ � � � ��J� // �� \ / '� FDC 3
R afgD ON ALL FITTINGS PER \ \ \\ \ / / I \ jENT CITY OF •
C Il��hh UU�� PLANS 330.2 AND 330.3. //� ��,,�\ RENTON CONTROL SANITARY SEWER CLEANOUT C6.80
/ POINT ?% '
PROPOSED
,��L8�-
ATER MAIN / / \ F� \ ROW DEDICATION /01
\ / J°� �� / /
CROSS A NON POTABLE PIPE, ONE LINE % \ / /�
FULL LENGTH OF WATER PIPE 6x G� / I ✓
SHALL BE USED WITH THE PIPE / \ �0 5
CENTERED FOR MAXIMUM JOINT - \ \ SEWER PROFILE END C6.80
SEPARATION. _ G
7
5. WATER MAIN TO BE / a a �� \\��� G JB �/ ROWEDICATION
CONSTRUCTED FOLLOWING ° ROOF • \ �I • Q� / / /; 5�
GEO-PIER INSTALLATION. ° ° IDRAIN \ �� •• / ��JG / �' N f
{ITEM 1 }------- ` \ b JGI / W
CITY OF RENTON �` // /� CL /
CITY UTILITY ESMT. TO CITY / � / \A...
SSCO #3 SSCO #2 � JG1� � ® % / �/ o G / /' ; �` \
ORD. 3266 / ND 0. B / e%% �`J J� / /4 / ';� / Gm
REC. NO. 7812040685 8" X 6" TEE /�/ w / /SI AL POSE/
> 9 / F`
IE: 25.06 8" (NW) • + Al COR R W-2B / j/% / s�. o G
N. LINE VACATED SO. 7TH STREET / 2 CB B
I IE: 25.06 8" (SE) •�� ��Q � ; , /-___---
" IE: 25.14 6" (NE); J F 0 /
ENCLOSURE SHALL BE $ / ® R0.64' ;
WOODEN FENCING, PER 3\1 LF 1(�' DIP QL 52 0 � � `�� \ " �IP�W IE 2 �� �F�1 G
DETAIL 8 ON SHEET L1.2 P.S.P.L EASEMENT \ J / o SSCO #1 y/ / /� �'� SL 0,
CB STD GIRT 7802060578 I
RIM EL-29.82 j/ o ° �, / ���Q� / . ° JG PIJG
� Pl
SEWER CLEANOUT TABLE
STRUCTURE NAME
STRUCTURE DETAILS
RIM = 31.73
SSCO #1
IE
= 24.74 (8" NW)
IE
= 24.74 (8" SW)
RIM = 31.67
SSCO #1A
IE
= 24.45 (8" NE)
IE
= 24.45 (8" SW)
RIM = 31.90
SSCO #2
IE
= 25.17 (6" SW)
RIM = 31.94
SSCO #3
IE
= 25.14 (8" NE)
IE
= 25.14 (8" SE)
WATER STRUCTURE
TABLE
STATION
W #
DESCRIPTION
STA: 5+00.00, 0.00'
CONNECT TO EXISTING WATER MAIN
(BY CITY FORCES) PER COR STD PLAN
W-1
300.1
1 - 18" X 10" TAPPING TEE (MJ X FL)
1 - 10" TAPPING GATE VALVE (FL X MJ)
1 - THRUST BLOCK
STA: 6+44.70, 0.00'
W-2
1 - 10" 11.25' BEND (MJ X MJ)
1 - THRUST BLOCK
STA: 5+03.00, 0.00'
W-2A
1 - 10" 22.50 BEND (MJ X MJ)
1 - THRUST BLOCK
STA: 5+35.31, 0.00'
W-213
1 - 10" 450 BEND (MJ X MJ)
1 - THRUST BLOCK
STA: 7+71.77, 0.00'
W-3
1 - 10" 900 BEND (MJ X MJ)
1 - THRUST BLOCK
STA: 7+87.02, 0.00'
1 - 10" X 6" TEE (FL X FL)
W-4
1 - 6" GATE VALVE (FL X MJ)
1 - 10" GATE VALVE (FL X MJ)
1 - 10" ADAPTER (FL X MJ)
1 - THRUST BLOCK
STA: 8+12.97, 0.00'
W-5
1- 10" 11.25' BEND (MJ X MJ)
1 - THRUST BLOCK
STA: 9+01.47, 0.00' LT
1 - 10" X 6" TEE (FL X FL)
W-6
1 - 6" GATE VALVE (F L X MJ)
1 - 10" GATE VALVE (F LX MJ)
1 - 10" FL X MJ ADAPTER
1 - THRUST BLOCK
STA: 9+08.47, 0.00' RT
1 - 10" X 6" TEE (FL XFL)
W-7
1 - 6" GATE VALVE (F L X MJ)
1 - 10" GATE VALVE (F L X MJ)
1 - 10" FL X MJ ADAPTER
1 - THRUST BLOCK
STA: 10+63.73, 0.00' RT
CONNECT TO EXISTING WATER MAIN
CUT IN TEE (BY CITY FORCES) PER COR
STD PLAN 300.4
W-8
1 - 12" X 10" TEE (FL X FL)
1 - 10" GATE VALVE (FL X MJ)
2 - 12" GATE VALVE (FL X MJ)
2 - 12" SOLID SLEEVES (MJ)
1 - 10" SOLID SLEEVE (MJ)
1 - THRUST BLOCK
STA: 5+00.10, -9.74' LT
CONNECT TO EXISTING WATERMAIN
BY CITY FORCES WITH CUT IN TEE & ONE
W-9
VALVE PER STD PLAN 300.1
1 - 18" X 6" TEE (FL X FL)
2 - 18" ADAPTERS (FL X MJ)
1 - 6" GATE VALVE (FL X MJ)
1 - THRUST BLOCK
STA: 9+08.47, 12.00' RT
W-10
1 - 6" X 4" REDUCER (MJ X FL)
STA: 9+08.47, 19.75' RT
W-11
1 - 6" X 4" REDUCER (MJ X FL)
STA: 10+24.63, 0.00'
W-12
1 - 3" WET TAP PER COR STD PLAN 300.1
1 - THRUST BLOCK
2 Ln
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0 Ns A TqA IN COMPLIANCE WITH CITY OF RENTON STANDARDS z
SEWER PR��IL §fARI. °. ���jNc� �
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C6.8 8 SW 1 0.98' �F�RENT0 5X� N 17587j I RNG 5E] y/ G/ / / / � � / / / t� CC
CB STD GIRT � F COMMENCF,MENT / / / G / / DEVELOPMENT ENGINEERING G
N o"I EwALK. TR�FFC E 1 99 P CEL C JChavez 07/27/2022
Q` RIM EL=30.7�� 0 / / ��
SIGNALS A STREET / k C� STD/�T / -
CR8"CNC SE IE-2 Gl IGHT EMENT. / ` �° � i "Z 35702
S�I IF) / , / / °. ° IM EL=31 S5 / G� / ��rtISTER'°
AO. 871022135 G Y ANC W I1-29.43'
RIM EL=30.9 '�� / / gTE TO�EINE / \ ANAL
CITY OF RENTON / / / s / S'I
30.0' UTILITY ESMT. TO CITY - TnIOT "CNCT( IE=2^.^k�� /� �G 1 / / /G /% �o G // � / - ✓ /
ORD. 3286
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8"CNC N IE-26.22' T F ER PAD / > SSCO #1A w� sL 1F.,
8"CNC S IE=26.12' / ELEC F�ICAL PLAN / G / J� ,��° ��?�� /G / ° SIGNAL/ 50
8"GONG TOP VERT IE-26.62' P r - P - v W-2A ��/ \S �G / X �o // S-420001
BTM STRUC. IE-25.42' / (u P(up 0 / S EXI G 18" WAT`A r L
qY . / JBOX
3LF 10" DIP CL 5 �3.00 , /,: POL /f 4)
PARCEL /
PARCEL D �`' / °��ti / /
/ Q`o w w `J 2 11 12 // \ 0S / /G ; - ° GU
SSMH RI EL W30.8 / W-9 IG �`JG� / .5" ASSIE W/PUNCyi\As�i' G , ' l N( HOR
,F� ��� / PROFILE �, DOVAN 0. [S€ �OR-SEC. 18,
GRAPHIC SCALE
0 10 20 40
1" = 20 FEET
J / 1/ i G /� -o.f / /// y° sib' I //ZIA\ - 1 `
07/26/2022
Gwl Engineers
1 PERMIT REVISION JN 3/18/22 DT SURVEYED: SCALE
=1 - SI-1111lEngmeers T.L. VERTICAL W4VD 1988 •
2 PERMIT REVISION JN 4/25/22 DT PER SHEET HORIZONTAL' WAD 1083/1091 CITY OF
and eaPea nira DESIGNED:
CommurxlyPlanners 3 PERMIT REVISION JN 5/12/22 DT J.N. RENTON
land8uHj
rveyas Dom'
= J.N. Neighbors ONE INCH DATUM •
CHECKED: AT FULL SCALE Planning/Building/Public Works De t
T A C O M A • S E A T T L E DT IF NOT ONE INCH p'
2215 North 301h Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL SCALE ACCORDINGLY
1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL NO. REVISION BY DATE AP P R APPROVED:
WATERSHED APARTMENTS
CIVIL CONSTRUCTION PERMIT
UTILITY PLAN
a
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DATE:
03/18/2022
=
FIELDBOOK:
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PAGE:
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DRAWING NO:
C6.00
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o CITY OF RENTON WASTEWATER NOTES AND SPECS
1. ALL WORK AND 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
(V AT ALL TIMES DURING CONSTRUCTION.
i
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN
WRITING BY THE PLANNING/ BUILDING/ PUBLIC WORKS DEPARTMENT.
AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC 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.
4. A PRE -CONSTRUCTION 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 PUBLIC WORKS INSPECTOR 24
HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION.
U7 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS
Z AND OTHERS ON THE CONSTRUCTION SITE.
LLI 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY
CONSTRUCTION.
7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS.
rr
Q 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
0- 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN
Q STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH
w 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
rr U7 DESCRIBED.
Lj 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND
QMECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY.
12. 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.
13. 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.
14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE 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.
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 INCHES ABOVE AND BELOW THE PIPE.
15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS
OTHERWISE APPROVED BY THE WASTEWATER UTILITY.
16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2'
DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
FIRE PROTECTION NOTES
1. THE FIRE PROTECTION SYSTEM SHOWN ON THESE DRAWINGS, INCLUDING MATERIALS, SIZING,
AND CONFIGURATION, IS SUBJECT TO APPROVAL BY A FIRE PROTECTION ENGINEER. THE
DRAWINGS CONTAINING FIRE PROTECTION WORK, INCLUDING DETAIL DRAWINGS, SHALL BE
STAMPED FOR APPROVAL BY A FIRE PROTECTION ENGINEER AND SUBMITTED TO THE FIRE
MARSHAL FOR APPROVAL.
2. CONTRACTOR SHALL COMPLY WITH ALL NATIONAL FIRE PROTECTION ASSOCIATION
REQUIREMENTS AS SET FORTH BY "NFPA 13", ITS AMENDMENTS, AND LOCAL REQUIREMENTS,
INCLUDING BUT NOT LIMITED TO ACQUISITION OF ALL PERMITS.
3. THE FIRE PROTECTION SYSTEM SHALL BE INSTALLED BY A WASHINGTON STATE CERTIFIED
LEVEL "U" CONTRACTOR IN ACCORDANCE WITH WAC 212-80-010.
4. CONTRACTOR'S BID SHALL REFLECT THESE CONDITIONS AND REQUIREMENTS.
5. FIRE SPRINKLER UNDERGROUND SUPPLY AND FDC REQUIRES A SEPARATE PERMIT FROM
RENTON REGIONAL FIRE AUTHORITY. CONTRACTOR SHALL APPLY FOR AND OBTAIN PERMIT.
6. ACCORDING TO CITY RECORDS, THE ESTIMATED STATIC WATER PRESSURE IS 72 PSI.
Know what's below.
Call before you dig.
0511212022
/�
Civil Engineers
1
Sfrudwal Engineers
in
Landscape Architects
Community Planners
B] L
G]j
Land Surve}rors
Neighbors
T A C O M A • SEATTLE
2215 North 30th Street, Suite 300, Tacoma, WA 98403
253.383,2422 TEL
1200 Sixth Avenue, Suite 1620, Seattle, WA 98101
206.267.2425 TEL
CITY OF RENTON WATER UTILITY NOTES AND SPECS
UTILITY SPECIFICATIONS WATER UTILITY NOTES AND SPECIFICATIONS THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WATER UTILITY.
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 (425) 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 JOINT. 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 O-RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA
C509).UTILITY SPECIFICATIONS VALVES 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 SAME 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 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 RENTONUTILITY SPECIFICATIONS 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 (5) 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) INCHES. OIL MAT STREETS MAYBE 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.
1
PERMIT REVISION
JN
3/18/22
DT
SURVEYED:
T.L.
2
PERMIT REVISION
JN
4/25/22
DT
DESIGNED:
3
PERMIT REVISION
JN
5/12/22
DT
J.N.
DRAWN:
J.N.
CHECKED:
NO.
REVISION
BY
DATE
APPR
DT
APPROVED:
SCALE:
PER SHEET
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
S-420002
W-420002
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
L
ELOPMENT ENGINEERING 'Chavez 05/17/2022
WATER UTILITY
agafour 05/19/2022 701
VERTICAL: NAVD 1988
HORIZONTAL NAD 1983/1991 AlOPMR& WATERSHED APARTMENTS 03/18/2022
® CITY OF CIVIL CONSTRUCTION PERMIT
FlELDBOOK:
RENTON PAGE:
DATU M vul• DRAWING NO:
Planning/Building/Public Works Dept. NOTES C6.I U
SHEET: OF:19 46
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1 - THRUST BLOCK 7
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7 LF 10" DIP CL
PROPOSED
GRADE STA: 9+01.47
AT WATER q 1 - 10" x 6" TEE (FL x FL)
1 - 6" GATE VALVE (F L x MJ)
1 - 10" GATE VALVE (F Lx MJ)
1 - 10" FL x MJ ADAPTER
STA: 8+12.97 1 - THRUST BLOCK
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STA: 9+08.47
1 - 10" x 6" TEE (FL xFL)
1 - 6" GATE VALVE (F L x MJ)
1 - 10" GATE VALVE (F L x MJ)
1 - 10" FL x MJ ADAPTER
1 - THRUST BLOCK
5.67'
51'
IN AREAS OF FILL, NEW PARKING
LOT AND/OR ROADWAY SUBGRADE
SHALL BE FILLED AND
COMPACTED BEFORE EXCAVATION
FOR INSTALLATION OF NEW
WATER MAIN.
PROPOSED ROW DEDICATION
INSTALL 84 LF OF 10" D.I.
RESTRAINED JOINT WATER MAIN
APPROX. LOCATION
OF EXISTING POWER
39 LF 10" DIP CL 52
18" STORM BOT 27.09
APPROX. LOCATION
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STA: 7+71.77
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STA: 7+87.02
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1 - 12" x 10" TEE (FL x FL)
1 - 10" GATE VALVE (FL x MJ)
25 2 - 12" GATE VALVE (FL x MJ)
2 - 12" SOLID SLEEVES (MJ)
1 - 10" SOLID SLEEVE (MJ)
20 1 - THRUST BLOCK
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*"STORM DRAIN AT CROSSING SHALL BE CL 52 DI. CENTER OF WATER MAIN PIPE AND STORM DRAIN PIPE SHALL BE
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2215 North 30th Street, Suite 300, Tacoma, WA 98403
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253.383.2422 TEL
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1
PERMIT
REVISION
2
PERMIT
REVISION
3
PERMIT
REVISION
N O
REVISION
JN
3/18/22
DT
SURVEYED:
T.L.
JN
4/25/22
DT
DESIGNED:
J.N.
JN
5/12/22
DT
DRAWN:
J.N.
CHECKED:
DT
BY
DATE
APPR
APPROVED:
SCALE:
PER SHEET
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1083/1091
DATU M
VERTICAL BEND TABLE
VB #
STATION
DESCRIPTION
STA: 5+04.17
VB #1
1-10" 11.25° VERTICAL BEND (MJ X MJ)
1- THRUST BLOCK
STA: 5+17.73
VB #2
1- 10" 11.25° VERTICAL BEND (MJ X MJ)
1- THRUST BLOCK
0712612022
CITY OF
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WATER PROFILE AND NOTES C6.20 Q SHEET: OF:
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11-1/4° BEND
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22-1/2° BEND 45° BEND
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90° BEND
THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS
SOIL FIRM SILT COMPACT SAND COMPACT SAND & GRAVEL
FIRM SILTY SAND
90' 1 45' BEND 11 1/4° 90° 45° BEND 11 1/4- 9D` 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 BEND
4" 7.0 4.2 4.2 1.7 2.9 2.1 2.1 1.0 2.2 1.6 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 6.7 11.7 8.4 8.4 3.4 8.8 6.3 6.3 2.5
12" 53.0 37.5 37.5 15.0 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 WATFRMAIN 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'
TRUST BLOCK BE.
..REA REFERS TO
FACE OF BLOCK M
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 (1-1/2").
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 STD. PLAN - 330.2
HORIZONTAL AND DOWNWARD
VERTICAL BENDS
�THRUST BLOCKING
/ NOT TO SCALE
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05/12/2022
TRUST BLOCK BE.
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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 (1-1/2").
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 STD. PLAN - 330.2
HORIZONTAL AND DOWNWARD
VERTICAL BENDS
�THRUST BLOCKING
/ NOT TO SCALE
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PIPE SLEEVE
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- EPDXY SEALANT
PIPE
=_ _= EPDM MODULAR SEAL,
LINK -SEAL MODEL C
WITH 316SS BOLTS AND NUTS
• STD. PLAN - 320.4 Sht. 1 of 2
PUBLIC WORKS „ APPROVED:
DEPARTMENT 3", 4", AND 6 WATER METER
Marcm Pascu<na DATE
Public Works Adminis[aror
4-INCH WATER METER
NOT TO SCALE
NOTES:
1. VAULTS SHOULD NOT BE INSTALLED IN AREAS WITH VEHICLE TRAFFIC.
2. ALL INTERIOR METAL INCLUDING PIPE, VALVES, AND FITTINGS TO BE PAINTED WITH TWO COATS OF EPDXY AS APPROVED BY THE
ENGINEER. USE TNEMEC SERIES 135 CHEMBUILD MODIFIED POLYAMIDE EPDXY. APPLY PER MANUFACTURERS INSTRUCTIONS.
3. VAULT AND HATCH MODELS ARE PROVIDED AS REFERENCE. SHOP DRAWINGS SHALL BE SUBMITTED TO THE CITY FOR APPROVAL.
4. FOR 3" AND 4" METERS, USE 2" BYPASS MATERIALS, AND FOR 6" METERS, USE 3" BYPASS MATERIALS, AS INDICATED BELOW.
5. INSTALL WATER METER RADIO &BATTERY UNITS IN ACCESS HATCH PANELS WITH MINIMUM 6" SEPARATION.
MATERIALS
OA METER AMI WATER METER (SENSUS OMNI WITH INTERNAL STRAINER) WITH RADIO AND BATTERY UNIT
2" BRASS NIPPLE (MIPTxMIPT), 6" LONG, CONNECTED TO TEST PORT OF COMPOUND METER
1" BALLCORP (MIPTxFIPT), FORD F61700-4-NL OR EQUAL, FOR 3" METER
O
METER TEST PORT
OR 1 �" BALLCORP (MIPTxFIPT), FORD FB1700-6-NL OR EQUAL, FOR 4" AND 6" METERS
2"X2 �" ADAPTER (MIPTxMNST)
2 �" CAP (FNST)
O
ADAPTER
FLANGED COUPLING ADAPTER, MEGAFLANGE SERIES 2100, OR EQUAL
O
PIPE
CLASS 52 DI PIPE (PExFL)
O
VALVE
(2) GATE VALVE (PExFL) WITH HANDWHEEL
OF
PIPE SUPPORT
ADJUSTABLE PIPE SADDLE SUPPORT, GRINNELL FIG 264 OR EQUAL, WITH BASE, BOLTED TO FLOOR
GO
SERVICE SADDLE
(2) 2" NPT SADDLE, SMITH-BLAIR MODEL 313 OR EQUAL OR (2) 6"X3" TEE (MJxFL)
HO
BYPASS VALVE
(2) 2" BRASS GATE VALVE (IPT) OR (2) 3" GATE VALVE (PExFL) WITH 3" THREADED (IPT) FLANGE
lO
BEND
(2) 2" 90° BEND OR (2) 3" 90° BEND
O
BYPASS PIPE
2" GALVANIZED PIPE, EPDXY COATED, OR 3" GALVANIZED PIPE, EPDXY COATED
OK
BYPASS METER VALVE
2" STRAIGHT FLANGE BALL VALVE (FLxFIPT) WITH PADLOCK WINGS, FORD BF31-777W-NL OR EQUAL
OR 3"x2" REDUCER WITH 2" BRASS NIPPLE
OBYPASS
METER
2" AMI BYPASS METER WITH RADIO AND BATTERY UNIT, TO BE PROVIDED BY THE CITY
OM
METER FLANGE
2" METER FLANGE (FLxFIPT), FORD CF31-77-NL OR EQUAL, OR 3"x2" REDUCER WITH 2" BRASS NIPPLE
ON
UNION
2" TWO-PART UNION OR 3" TWO-PART UNION
00
TEE
2" TEE OR 3" TEE
OP
BUSHING
2"x3/4" BUSHING OR 3"x3/4" BUSHING WITH 3/4" PLUG
OQ
WATER MAIN
CLASS 52 DI PIPE WITH RESTRAINED JOINTS
O
WALL FLANGE
MIDSPAN PIPE RESTRAINT WITH CONCRETE BLOCKING PER STD PLAN 350.7
O
CONCRETE VAULT
OLDCASTLE PRECAST VAULT, MODEL NUMBERS PER TABLE BELOW, OR EQUAL
O
DRAIN
MINIMUM 4" PVC FLOOR DRAIN, SLOPE TO STORM DRAIN OR DAYLIGHT TO DRAINAGE DITCH WITH WIRE
MESH RODENT SCREEN AT DRAIN OUTLET, SEAL PIPE PENETRATION WITH WATER -TIGHT GROUT
O
ACCESS HATCH
TWO LOCKING HINGED ALUMINUM DOORS, TRAFFIC -RATED, WITH SLIP -RESISTANT TREATMENT, MARKED
"WATER", LW PRODUCTS MODEL NUMBERS PER TABLE BELOW, OR EQUAL.
O
LADDER
GALVANIZED STEEL LADDER SECURED TO VAULT PER STD PLAN 350.8
OW
GRAVEL
FOUNDATION GRAVEL PER WSDOT STANDARD SPECIFICATIONS, 12" MINIMUM ALL DIRECTIONS
VAULT MODEL NUMBERS
METER SIZE
VAULT
BASE PIECE
CENTER PIECE
TOP PIECE
ACCESS HATCH
3"
676-WA
N0.676-BL
N0.676-MEW
N0.676-TL-2-332P
HHD-1C
4"
676-WA
N0.676-BL
N0.676-MEW
N0.676-TL-2-332P
HHD-1C
6"
4484-LA
N0.4484-BL
N0.4484-ML
N0.4484-TL-2-332P
HHD-2D
:-1•- PUBLIC WORKS �� STD. PLAN - 320.4 Sht. 2 of 2
APPROVED:
DEPARTMENT 3", 4", AND 6 WATER METER
Martin Vas[ucha DATE
Public Works Fdmin'irtrat°r
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ATER UTILITY r +' Q
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LarMscape Arohdects 2 PERMIT REVISION JN 4/25/22 DT DESIGNED: PER SHEET HORIZONTAL- `'�°'��'�'
WATERSHED APARTMENTS 03/18/2022
CITY OFFlELDBOOK:uarw3 PERMIT REVISION JN 5/12/22 DT J'N' RENTON CIVIL CONSTRUCTION PERMIT �
LarMSurveyors
DRAWN: PAGE:
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J.N. ONE INCH i DRAWING N0: W
Ne��re DATUM Planning/Building/Public works Dept. PUBLIC WATER DETAILS C6.30 �
CHECKED: AT FULL SCALE
TACOMA SEATTLE DT IF NOT ONE INCH Q
2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: � � °F� 46
1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL
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• �� �� STD. PLAN - 350.3 Sht. 1 of 2
3 TO 10 DCDA APPROVED:
• PUBLIC WORKS DEPARTMENT VAULT INSTALLATION
�
FIRE SPRINKLER SYSTEMS Martln Pastucba
P„boc works Adm i,t,,m DATE
DDCVA
NOT TO SCALE
Know what's below.
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0511212022
NOTES:
1. THE DCDA MUST BE LISTED ON THE LATEST VERSION OF "BACKFLOW ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE",
PUBLISHED BY THE STATE OF WASHINGTON DEPARTMENT OF HEALTH.
2. THE DCDA MUST BE TESTED BY A WASHINGTON STATE CERTIFIED BACKFLOW ASSEMBLY TESTER UPON INSTALLATION AND ANNUALLY
THEREAFTER. ASSEMBLY TO BE MAINTAINED BY PROPERTY OWNER. A COPY OF THE TEST REPORT SHALL BE SENT TO THE CITY OF RENTON
WATER UTILITY CROSS CONNECTION CONTROL SPECIALIST, FAX 425-430-7241, EMAIL MHOLTE@RENTONWA.GOV.
3. VAULTS SHALL NOT BE INSTALLED IN AREAS WITH VEHICLE TRAFFIC.
4. VAULT AND HATCH MODELS ARE PROVIDED AS REFERENCE. SHOP DRAWINGS SHALL BE SUBMITTED TO THE CITY FOR APPROVAL.
5. TEE AND GATE VALVE REQUIRED ON MAIN.
6. WHEN DCDA IS USED IN THE SAME LINE AS THE DOMESTIC BUILDING METER, THE METERED BYPASS SHALL BE OMITTED.
7. MINIMUM 2' OF LEVEL, UNOBSTRUCTED AREA AROUND HATCHES.
8. FDC TO BE LOCATED DOWNSTREAM OF DCDA. FDC LINE AND CHECK VALVE MAY BE ROUTED INSIDE THE DCDA VAULT PROVIDED THE
VAULT IS ADEQUATELY SIZED AND ALL PROVISIONS OF STD PLAN 360.5 ARE MET.
9. LONGER VALVE ASSEMBLIES MAY REQUIRE A LARGER VAULT TO MEET REQUIRED CLEARANCES. SUBMIT FOR APPROVAL.
10. EACH VALVE SHALL BE MARKED WITH MODEL NUMBER WITH DESIGNATION OF RESILIENT SEAT: SUCH AS "RS" OR "R", WHICH MUST BE
CAST, MOLDED, OR AFFIXED ONTO THE BODY OR BONNET OF THE VALVE. ALL FERROUS BODIED VALVES SHALL BE COATED WITH A
MINIMUM OF 4 MILS OF EPDXY OR EQUIVALENT POLYMERIZED COATING.
LINE -SIZED WASHINGTON STATE -APPROVED DCDA WITH TWO (2) RESILIENT -SEATED SHUT-OFF VALVES
ODOUBLE
CHECK
AND FOUR (4) RESILIENT -SEATED TEST COCKS, DCDA SHALL BE INSTALLED EQUIDISTANT FROM THE ENDS
DETECTOR ASSEMBLY
OF THE CONCRETE VAULT, TWO (2) VALVE SUPERVISORY SWITCHES (ONE PER VALVE) PER RRFA
REQUIREMENTS
OBYPASS
%" DETECTOR BYPASS, ALL MATERIALS TO BE BRASS OR COPPER
OC
BYPASS METER
%" AMI WATER METER WITH RADIO AND BATTERY UNIT, TO BE PROVIDED BY THE CITY
ODOUBLE
CHECK
%" WASHINGTON STATE -APPROVED DCVA WITH TWO (2) RESILIENT -SEATED SHUT-OFF VALVES AND FOUR
VALVE ASSEMBLY
(4) RESILIENT -SEATED TEST COCKS
OPIPE
SUPPORT
ADJUSTABLE PIPE SADDLE SUPPORT, GRINNELL FIG. 264 OR EQUAL, WITH BASE, BOLTED TO FLOOR
OF
ADAPTER
RESTRAINED FLANGE ADAPTER, EBAA IRON SERIES 2100 MEGAFLANGE OR EQUAL
GO
WATER MAIN
CLASS 52 DI PIPE (PExFL) WITH RESTRAINED JOINTS
0WALL
FLANGE
MIDSPAN PIPE RESTRAINT WITH CONCRETE BLOCKING PER STD PLAN 350.7, SEAL PIPE PENETRATIONS
WITH WATER -TIGHT GROUT
C
CONCRETE VAULT
OLDCASTLE PRECAST VAULT, MODEL NUMBERS PER TABLE BELOW, OR EQUAL
JC
DRAIN
MINIMUM 6" PVC FLOOR DRAIN, SLOPE TO STORM DRAIN OR DAYLIGHT TO DRAINAGE DITCH WITH WIRE
MESH RODENT SCREEN AT DRAIN OUTLET, SEAL PIPE PENETRATION WITH WATER -TIGHT GROUT
OK
ACCESS HATCH
TWO LOCKING HINGED ALUMINUM DOORS, TRAFFIC -RATED, WITH SLIP -RESISTANT TREATMENT, MARKED
"WATER", LW PRODUCTS MODEL NUMBERS PER TABLE BELOW, OR EQUAL
OL
LADDER
GALVANIZED STEEL LADDER SECURED TO VAULT PER STD PLAN 350.8
MC
GRAVEL
FOUNDATION GRAVEL PER WSDOT STANDARD SPECIFICATIONS, 12" MINIMUM ALL DIRECTIONS
VAULT MODEL NUMBERS
DCVA SIZE
VAULT
BASE PIECE
CENTER PIECE
TOP PIECE
ACCESS HATCH
3"
675-WA
NO.675-BL
NO. 675-MLW
NO. 675-TL-2-332P
HHD-1C
4"
675-WA
NO.675-BL
NO. 675-MLW
NO. 675-TL-2-332P
HHD-1C
6"
675-WA
NO.675-BL
NO. 675-MLW
NO. 675-TL-2-332P
HHD-1C
8"
687-LA
NO.687-BL
NO.687-ML
NO.687-TL-2-332P
HHD-2D
10"
5106-LA
NO.5106-BL
NO.5106-ML
NO.5106-TL3-332
HHD-2D
3" T010rr DCDA STD. PLAN - 350.3 Sht. 2 of 2
'
+ PUBLIC WORKS APPROVED:
DEPARTMENT VAULT INSTALLATION
FIRE SPRINKLER SYSTEMS Ma i,P,,� ha DATE
P,b1, Works Administrator
EXISTING WATER LINE
TESTING DETAIL
EXISTING WATER LINE
FINAL CONNECTION DETAIL
CI
EXISTING WATER LINE
PLAN VIEW
TICAL CROSS(MJxFL) FOR PDLYPIGGING
BLIND FLANGE ON TOP WITH 2'TAP & 2'PLUG
BLND FLANGE ON BOTTOM
(MJ) PLUG WITH 2' TAP & 2' TEMPORARY BLOW —OFF
'ORARY BLOCK
-INGS
ALL TESTING, CLEANING BY POLYPIG, AND DISINFECTION,
REMOVE TEMP, BLOCK & BLOW -OFF & CONNECT
WITH SLEEVE (MJ) & D.I. SPOOLS
FINAL CONNECTION BY CITY FORCES
Foian STD. PLAN - 300.4
PUBLIC WORKS CONNECTION TO WATER MAIN
DEPARTMENT CUT IN -LINE TEE & THREE VALVES
MARCH 2O10
CONNECTION TO WATER MAIN
NOT TO SCALE
TEMPORARY 2" GALVANIZED PIPE
AND 2" GATE VALVE
INSTALL 2" PLUG ON TOP BLIND FLANGE
AFTER REMOVAL OF POLYPIG
3 FT MIN. COVER (10-INCH DIAMETER AND UNDER)
4 FT MIN. COVER (12-INCH DIAMETER AND OVER)
a
NEW WATER MAIN POLYPIG
VERTICAL CROSS FOR POLYPIGGING STATION:
SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN LINE
VERTICAL CROSS (MJ X FL)
ONE BLIND FLANGE ON TOP OF CROSS WITH 2" TAP & 2" TEMPORARY BLOW -OFF ASSEMBLY
(REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING "POLY -PIG")
ONE BLIND FLANGE ON BOTTOM OF CROSS
ONE PLUG (MJ) ON END OF CROSS
CONCRETE BLOCKING
ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE
DISINFECTION OF NEW WATER MAIN
rI
STD. PLAN - 300.6
o+ PUBLIC WORKS POLY PIG STATION FOR CLEANING OF
DEPARTMENT WATER MAINS
��NTo� MARCH 2O10
POLY PIG STATION FOR CLEANING
NOT TO SCALE
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OR VERTICAL NAADw'��'99' [%R
WATERSHED APARTMENTS 03/18/2022
CITY OF FIELDBOOK:
DRAWN: � �
- �ommunllyFannero 3 PERMIT REVISION JN 5/12/22 DT J.N. RENTON CIVIL CONSTRUCTION PERMIT PAGE U)
OHj Land Surve}rors B] L Neighbors J.N. ONE INCH DATUM DRAWING N0: LU
■
CHECKED: AT FULL SCALE Planning/Building/Public p Works Dept. PUBLIC WATER DETAILS C6.40 Q
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TACOMA • SEATTLE DT IF NOT ONE INCH
2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383,2422 TEL N O • REVISION S 10 N BY DATE APPR R APPROVED: SCALE ACCORDINGLY SHEET: OF:
1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL " 2 46
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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/PRESERVATIVE
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
SIDEWALK THAT IS ADJACENT TO
CURB
4.875" x 5" STORZ
5'x5'x6" THICK CONCRETE PAD AR
HYDRANT. FINISH TO MATCH SIDE
EXPANSION JOINT AT
00° BACK OF SIDEWALK
fCONCRETE SIDEWALK
OR PLANTING STRIP
36" MIN
COVER
3'
WALK.
2"
CONCRETE
THRUST BLOCK
16" x 8" x 4" MININUM
CONCRETE BEARING
BLOCK UNDER HYDRANT
1
�6
CUT
TWO—PIECE CAST IRON VALVE BOX WITH LUG
TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO.
STANDARD 8" 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
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.
1/2 YARD OF 1-1/4" WASHED DRAIN ROCK
1' ABOVE BOOT FLANGE. PLACE 8 MIL
POLYETHYLENE FILM AROUND TOP AND SIDES OF
GRAVEL.
FIRE HYDRANT ASSEMBLY
LEVEL ALL GROUND
MIN 3' RADIUS
ONE MAN ROCK-
1
6
6" CONCRETE PAD
LEVEL ALL GROUND
MIN 3' RADIUS
6" CONCRETE PAD
FI LL
HYDRANT LOCATION IN CUT OR FILL
�'UBILIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN — 310.1
DEP ARTM7NT
FIRE HYDRANT ASSEMBLY
NOT TO SCALE
Know what's below.
Call before you dig.
0511212022
WASTEWATER UTILITY STANDARD NOTES
1 ALL WORK AND MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY
OF RENTON PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND
SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS & SPECIFICATIONS
A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION
2 DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 HORIZONTAL CONTROL
SHALL BE NORTH AMERICAN DATUM 1983/1991 UNLESS OTHERWISE APPROVED BY THE CITY BENCHMARKS
AND MONUMENTS SHALL BE REFERENCED ON THE APPROVED PLANS
3 A PRE -CONSTRUCTION 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,
INCLUDING STREET USE PERMITS, PRIOR TO STARTING CONSTRUCTION INSPECTION WILL BE ACCOMPLISHED
BY A REPRESENTATIVE OF THE CITY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC
WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION
4 THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS
UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AN APPROVED TRAFFIC
CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY
5 CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND
FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE IN ACCORDANCE WITH LOCAL,
STATE AND FEDERAL REQUIREMENTS.
6. 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
THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF RCW 19122 A DIG TICKET SHALL BE
OBTAINED A MINIMUM OF TWO BUSINESS DAYS PRIOR TO STARTING ANY EXCAVATION THE CONTRACTOR
SHALL HAVE A COPY OF THE DIG TICKET ON SITE AT ALL TIMES
7. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH
OF 12-INCHES, MAXIMUM DEPTH 18-INCHES, THOROUGHLY COMPACTING 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 THE PIPE SHALL BE
EQUIVALENT TO BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19).
8 SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER-GASKETED ASTM D 3034, SDR 35,
C900IC905 OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE CITY
9 SANITARY SEWER PIPES SHALL NOT BE LOCATED UNDER ANY STRUCTURE (WALL, BUILDING FOUNDATION, ETC)
UNLESS APPROVED BY THE CITY IF A SANITARY SEWER IS TO BE LOCATED UNDER ANY STRUCTURE (WALL,
BUILDING FOUNDATION, ETC.), IT SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE
OF WASHINGTON IN ACCORDANCE WITH STANDARD DETAIL 412
10. OPEN -CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS SHALL BE
BACKFILLED WITH CRUSHED SURFACING AGGREGATE (WSDOT SPECIFICATION 9-03 9(3) AND MECHANICALLY
COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY
11 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH
THE STANDARDS AND SPECIFICATION OF THE CITY AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS
AND SPECIFICATION AS APPROVED AND MODIFIED BY THE CITY IN THE RENTON STANDARD PLANS &
SPECIFICATIONS THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE
FOUNDATION MATERIAL TO A UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED
ON A UNIFORMLY DENSE, UNYIELDING BASE PIPE BEDDING SHALL BE IN ACCORDANCE WITH STANDARD PLAN
405
12 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF
THE CITY FOR THE PREVENTION OF ON -SITE EROSION BOTH DURING CONSTRUCTION AND AFTER THE
COMPLETION OF CONSTRUCTION IN ACCORDANCE WITH THE CURRENT SURFACE WATER DESIGN MANUAL
13 THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH A RECORD DRAWING OF THE SANITARY SEWER
SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED
PROFESSIONAL SURVEYOR
SSSS , PLAN - 423
,� PUBLIC WORKS WASTEWATER UTILITY APPROVED
wit DEPARTMENT STANDARD NOTES Martin PastuchaO/26/2
Nbkwork:Mm 41,tw DATE
WATER PLAN GENERAL NOTES Standard Plan No. 300
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS
STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS
AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT ATTHE JOB SITE WHENEVER CONSTRUCTION
IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR
AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION.
2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL
CALL 1-800-424-5555 TO VERIFY UTILITY 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 CITY 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 151 AND 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 FITTINGS 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 CITY 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 MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH
BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST
METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED
AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD.
6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY 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) MAYBE 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 PURITY 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 PURITY 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 PURITY 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 BE TAKEN FOR PURITY TESTING BYTHE PUBLIC WORKS INSPECTOR.
9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY 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 SURFACE RESTORATION.
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DEPARTMENT WATER PLAN GENERAL NOTES
MARCH 2O10
TESTING DETAIL
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TAPPING TEE (MJxFL)
TAPPING GATE VALVE (FL XMJ)
TEMPORARY PLUG (MJ) WITH 2—INCH TAP
AND 2—INCH BLOW —OFF ASSEMBLY
CONCRETE BLOCKING
IEW D.I. WATER LINE
VERTICAL CROSS(MJxFL) FOR POLYPIGGING
1—BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG
1—BLIND FLANGE ON BOTTOM
1—PLUG(MJ) WITH 2"TAP & 2" BLOW —OFF
TEMPORARY BLOCK
FINAL CONNECTION DETAIL
' NEW D.I. WATER LINE
AFTER ALL CLEANING BY POLYPIG, PRESSURE TESTING
AND DISINFECTION, REMOVE TEMPORAY BLOCK & BLOW —OFF
AND CONNECT TO VALVE WITH D.I. SLEEVE (MJ) & D.I. SPOOLS
FINAL CONNECTION BY CITY FORCES
NOTES:
1. TAPPING TEES SHALL BE MADE OF CAST IRON, DUCTILE IRON OR
EPDXY —COATED STEEL. BOLTS AND NUTS SHAL BE COR—TEN. ALL TEES
AND VALVES SHALL BE WATER TESTED BEFORE TAP
2. NO SIZE ON SIZE TAPS ON CAST—IRON WATER LINES. TAP SHALL BE AT
LEAST 2" SMALLER DIAMETER THAN THE EXISTING MAIN.
3. NO WET TAP ON ASBESTOS CEMENT LINE OR STEEL LINE
4, WET —TAPPING OF EXISTING CITY OF RENTON WATER MAINS WILL BE DONE BY
SPEER TAP OR SUPERIOR TAPPING INC.
5. CONTRACTOR SHALL POTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL
ALIGNMENT OF EXISTING LINE OR STUB AND SHALL START LAYING THE NEW
LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING
STUB.
6. CITY FORCES WILL PERFORM THE FINAL CONNECTION FROM THE WATER LINE
TO THE TAPPING VALVE WITH D.I. SLEEVE AND D.I. SPOOL.
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AL + PUBLIC WORKS CONNECTION TO WATER MAIN WITH STD. PLAN — 300.1
�'. $ DEPARTMENT TAPPING TEE & VALVE
�N20 MARCH 2O10
CONNECTION TO MAIN WITH TAPPING TEE
NOT TO SCALE
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1 PERMIT REVISION JN 3/18/22 DT SURVEYED: SCALE: DATE LLI
1 sm n aiEngmaa� T.L. VERTICAL"AV° 1988 • WATERSHED APARTMENTS / / 2
2 PERMIT REVISION JN 4/25/22 DT PER SHEET HORIZONTAL NAD 1983/1991 03 18 2022
La�Mscape Arohdects DESIGNED: ® CITY OF FlELDBOOK:
— communiryPanne 3 PERMIT REVISION JN 5/12/22 DT J.N. R RENTON CIVIL CONSTRUCTION PERMIT U)
La�MSurveyas
DRAWN: PAGE
H] B] L
J.N. ONE INCH • DRAWING NO: W
Nel9hbas DATUM Planning/Building/Public Works De t. PUBLIC WATER DETAILS C6.50
CHECKED: AT FULL SCALE
TACOMA • SEATTLE DT IF NOT ONE INCH P Q
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2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL N 0. REVISION S 10 N BY DATE APPR R APPROVED: SCALE ACCORDINGLY SHEET: OF:
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FDC ASSEMBLY TO BE LOCATED
DOWNSTREAM OF BACKFLOW ASSEMBLY
FLC
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50' MIN
SEE NOTE 3
1
CONCRETE BLOCKING
/ I PIV
50' MAX �� SEE NOTE 2
3UILDING
APPROVED DCDA OR RPDA
PER STD PLAN 350.3 OR 360.4
PRIVATE PROPERTY
ROW `F .
50'
FIRE HYDRANT J MAX
ASSEMBLY All
�W W
CONNECTION TO WATER MAIN
(1) TEE (FLxFL)
(3) GATE VALVES (FLxMJ)
WITH CONCRETE BLOCKING
NOTES:
1. FIRE SPRINKLER SYSTEM SHALL BE LOCATED ON DEDICATED FIRE SERVICE SEPARATE FROM DOMESTIC SERVICE TO THE BUILDING.
2. PIV MUST BE LOCATED ON THE FIRE SERVICE BETWEEN THE ROW AND THE FDC.
3. FIRE MARSHAL SHALL APPROVE FDC AND/OR PIV LOCATION IF LESS THAN 50' FROM BUILDING.
4. THE DCDA OR RPDA MUST BE TESTED BY A WASHINGTON STATE CERTIFIED BACKFLOW ASSEMBLY TESTER UPON INSTALLATION AND
ANNUALLY THEREAFTER. ASSEMBLY TO BE MAINTAINED BY PROPERTY OWNER. A COPY OF THE TEST REPORT SHALL BE SENT TO THE CITY
OF RENTON WATER UTILITY CROSS CONNECTION CONTROL SPECIALIST, FAX 425-430-7241, EMAILMHOLTE@RENTONWA.GOV.
5. THE FDC AND PIV MAY BE LOCATED WITHIN THE VAULT WITH THE BACKFLOW ASSEMBLY PER STD PLAN 370.3.
PUBLIC WORKS
COMMERCIAL FIRE SPRINKLER SYSTEM APPROVED: STD. PLAN -370.2
c'
DEPARTMENT 3„ TO 10„ DCDA OR RPDA
OUTSIDE INSTALLATION M,d,P—cha DATE
Public Works Administrator
COMMERCIAL FIRE SPRINKLER
NOT TO SCALE
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Know what's below.
Call before you dig.
0511212022
OA WALL FLANGE
OBLOCKING
OC PIPE PENETRATION
OGRAVEL
PROFILE
24"
MIN
MIDSPAN PIPE RESTRAINT, EBAA IRON SERIES 1100SDB MEGALUG OR EQUAL, WRAP WITH POLYETHYLENE
ENCASEMENT PRIOR TO PLACEMENT OF CONCRETE BLOCKING
CONCRETE THRUST BLOCKING, CAST -IN -PLACE CONCRETE (MINIMUM 3,000 PSI), TO BE SIZED BY DESIGN
ENGINEER (MINIMUM 24"x24"x6")
CORE DRILL (O.D. +2") VAULT IF KNOCKOUTS ARE NOT PROVIDED, SEAL PIPE PENETRATION WITH
WATER -TIGHT GROUT
FOUNDATION GRAVEL PER WSDOT STANDARD SPECIFICATIONS, 12" MINIMUM ALL DIRECTIONS
STD. PLAN - 370.4
0PUBLIC WORKS CONCRETE BLOCKING APPROVED:
DEPARTMENT ADJACENT TO VAULT
Mare Pasm h, DATE
Public Works Administrator
CONCRETE BLOCKING ADJACENT TO VAULT
NOT TO SCALE
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%HINGE ACCESS HATCH HINGE �I
(SEE NOTES 4 & 5)
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PROFILE
FIRST STEP
8" TO 12" BELOW TOP OF COVER
CONCRETE MECHANICAL ANCHOR BOLT,
GALVANIZED OR STAINLESS STEEL (TYP.)
SIDE RAIL AND BRACKET
1Y2" x Y4" GALVANIZED STEEL (TYP.)
RUNG, NO. 8 DEFORMED REINFORCING
BAR CONFORMING TO ASTM A615
4" MIN PVC DRAIN
TO DAYLIGHT OR STORM DRAIN SYSTEM,
WIRE MESH RODENT SCREEN OVER DRAIN
NOTES:
1. VAULTS SHALL ONLY BE INSTALLED IN SHOULDERS, SIDEWALKS, OR LANDSCAPED AREAS. VAULTS SHALL NOT BE INSTALLED IN AREAS
WITH VEHICULAR TRAFFIC. VAULT COVER SHALL READ "WATER".
2. LADDER TO BE SECURED TO VAULT WALL AT THREE LOCATIONS: TOP, MIDDLE, AND BOTTOM.
3. ALL LADDER PARTS TO BE GALVANIZED CONFORMING TO ASTM A123.
4. ACCESS HATCH SHALL BE LOCKING ALUMINUM DOUBLE DOORS, LW PRODUCTS CO. MODEL HHD-1C OR HHD-2D AS REQUIRED, RATED
FOR H-30 LOADING WITH A SLIP RESISTANT TREATMENT AS FOLLOWS:
- THERMION, SAFTRAX TH604 GRADE #2 MODERATE TEXTURE
- SLIPNOT, GRIP PLATE GRADE 2 (MEDIUM) STEEL
- HARSCO IKG, MEBAC #1
- GRATING PACIFIC, ALGRIP SLIP -RESISTANT FLOOR PLATE
5. HATCHES SHALL INCLUDE RECESSED PADLOCK HASP SIZED FOR CITY OF RENTON WATER UTILITY PADLOCKS (CONTACT LW PRODUCTS).
6. LADDER -UP ATTACHMENT REQUIRED ON ALL VAULT LADDERS, BILCO LADDERUP TYPE LU-2.
STD. PLAN - 370.5
+ PUBLIC WORKS APPROVED:
DEPARTMENT VAULT LADDER
Martin Past,,h, DATE
Public Works Administrator
VAULT LADDER
NOT TO SCALE
TESTING CONNECTION
POLYPIG STATION PER STD PLAN 300.6 —
(1) VERTICAL CROSS (MJxFL)
(1) BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG
(1) BLIND FLANGE ON BOTTOM
(1) PLUG (MJ) WITH 2" TAP AND TEMPORARY BLOW -OFF ASSEMBLY
WITH TEMPORARY THRUST BLOCKING
�10+�
EXISTING WATER MAIN ICl/ ///
EXISTING TEE, CAP, PLUG, TEMPORARY BLOCKING
OR DEAD END LINE,
DO NOT DISTURB BLOCKING
FINAL CONNECTION
NEW DI WATER MAIN
UPON COMPLETION OF POLYPIGGING, HYDROSTATIC TESTING,
AND DISINFECTION, REMOVE TEMPORARY THRUST BLOCKING
AND TEMPORARY BLOW -OFF ASSEMBLIES
FINAL CONNECTION (BY CITY FORCES)
(1) DI SPOOL
(1) DI SLEEVE (MJ)
H �I 1_ ^0O^ _1 M
NEW DI WATER MAIN
STD. PLAN - 300.4
PUBLIC WORKS CONNECTION TO WATER MAIN APPROVED:
DEPARTMENT EXISTING TEE OR END LINE CAP
+ P
Ma"m Pasmaha Public Works Administrator DATE
CONNECTION REQUIREMENTS
NOT TO SCALE
W-420007
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING ^
JChavez 05/17/2022 %jl
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ATER UTILITY o*
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1 PERMIT REVISION JN 3/18/22 DT SURVEYED: SCALE: DATE
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- aMacapeArcnitea 2 PERMIT REVISION JN 4/25/22 DT DESIGNED: J.N.
PER SHEET HORIZONTAL-VERTICAL.'�°'�'�' ® WATERSHED APARTMENTS 03/18/2022
CITY OF FlELDBOOK:
CPmmunitY F�annero 3 PERMIT REVISION JN 5/12/22 DT RENTON CIVIL CONSTRUCTION PERMIT
ODRAWN: PAGE
Hj Land Surve}rors
■ B] L Neighbors J.N. ONE INCH DATUM DRAWING N0:
CHECKED: AT FULL SCALPlanning/Building/Public
E t. PUBLIC WATER DETAILS C6.60
TACOMA • SEATTLE DTworks Dept.
IF NOT ONE INCH
2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383,2422 TEL N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: OF:
1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL 24 46
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