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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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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
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ELOPMENT ENGINEERING 'Chavez 05/17/2022
WATER UTILITY
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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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BDLTHOLES - 3 PLCS
EQUALLY SPACED 120"
APART ON 23 1/16' (586mm)
DIA BC (SEE DETAIL)
COVER & FRAME
PLAN VIEW
25' DIA
[635mm] 1"
3/4'25mm7
C19mm7
8 3/4' 2 1/2'
[222mm] 164mm]
TYP
COVER SECTION VIEW
26 112' DIA
E673mm]
25 1/4' DIA
[641mm] 1 1/16'
1/4' (6mm) DIA [27mm7
NEOPRENE GASKET
6"
[15f mm]
5/8' 23 3/8' DIA CL OPEN
C16mm] C594mm]
27 5/16' DIA
C694mm]
34 1/8' DIA
COVER BOTTOM VIEW
3) BLT S❑C (ALLEN HEAD)
5/8'-11 X 15 SS
\ RUBBER WASHER
BOLTING DETAIL
1/4'
[6mm] 1 1/16'
[27mm3
1/8'
C3mm]
CR3mm]
GASKET GROOVE DETAIL
[B67mm) NOTES
FRAME SECTION VIEW 1 ALL FRAME AND COVER ASSEMBLIES SHALL HAVE
A LOCKING LID PER EAST JORDAN IRON WORKS
INC PRODUCT No 00371572 OR EQUAL.
2 USE FRAME AND COVER FOR SANITARY (SPECIFY
"SEWER")
STD. PLAN - 401.1
URI
PUBLIC WORKS SEWER MANHOLE FRAME AND COVER DEPARTMENT (CITY -OWNED) Martin PastucNa-1 zoz
,,1,}{Ik3449U.. DATE
SEWER MANHOLE FRAME AND COVER
W (SEE NOTE 7)
BEDDING MATERIAL FOR
SANITARY SEWER PIPE
(SEE NOTE 5) -�
FOUNDATION LEVEL
LIMITS OF PIPE ZONE
O.D.
of
PIPE
BEDDING FOR SANITARY SEWER PIPE
NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY
OVER PIPE. HAND TAMP ONLY.
4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE
STANDARD SPECIFICATIONS
5 PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)
OF THE STANDARD SPECIFICATIONS
6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
LINE IS MAINTAINED
7 TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE
STANDARD SPECIFICATIONS.
STD. PLAN - 405
VRI
PUBLIC WORKS PIPE BEDDING
A'P "° DEPARTMENT FOR SANITARY SEWERS Martin PastuCha/26/202
n„eu. w"..*Rp[A�FlJ9H13449L) DATE
NOT TO SCALE �` J NOT TO SCALE
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CONNECT
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PER PLUMBING
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SSCO #3
N: 175923.46
E: 1300644.07
RIM: 31.94
IE IN: 25.14 (8"NE)
IE OUT: 25.14 (8"SE)
SSCO #1
N: 175906.52
E: 1300654.93
RIM: 31.73
IE IN: 24.74 (8"NW)
IE OUT: 24.74 (8"SW)
SSCO #1A
N: 175895.01
E: 1300646.15
RIM: 31.67
IE IN: 24.45 (8"NE)
IE OUT: 24.45 (8"SW)
SOUTH PROPERTY WEST LINE
EX SEWER MANHOLE
N: 175873.92
E: 1300602.94
RIM: 30.83
IE IN: 23.49 (8"NE) USE INSIDE DROP CONNECTION
IE OUT: 20.98 (8"SW)
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MANHOLE CONNECTION SHALL BE CORE DRILLED.
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25
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FINISHED GRADE AT SEWER CENTER LINE
EXISTING GRADE AT SEWER CENTER LINE
SEWER PROFILE
SCALE: 1" = 20' (H)
1" = 10' (V)
0511212022
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1
PERMIT
REVISION
2
PERMIT
REVISION
3
PERMIT
REVISION
Community Planners
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T A C O M A • S E A T T L E
2215 North 30th Street, Suite 300, Tacoma, WA 98403
1200 Sixth Avenue, Suite 1620, Seattle, WA 98101
253.383,2422 TEL
206.267.2425 TEL
N 0
REVISION
DSEWER'S
RECESSED
LIFT POCKET
3/4" LETTERING "SEWER"
(2) BOLT SOC. (ALLEN HEAD)
5/8" - 11 X 1 5 STAINLESS
STEEL
REF PART #00981177
I I 1-3/16"
5/I
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2-1/4"
1213/4"��
CAST IRON RING AND COVER
Not to Scale
FRAME
1 r-nr' Ill ALIT Trf'� 1 r_nr.
45' (1/8) BEND
OR
DABLE
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
NOTES.
1 8" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC
No 3698 (PRODUCT NO 00369803) OR APPROVED EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY
2 IN UNIMPROVED AREAS, POUR A 8" THICK, 3'-0" SQUARE
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER
3 INSTALL ASPHALT COLLAR PER STANDARD PLAN 106
STD. PLAN - 403.1
PUBLIC WORKS 8" OR 6" CLEANOUT ne Y
DEPARTMENT FOR SANITARY SEWER MAIN Martin PastuCtij/26/2020
M 9D DATE
SANITARY SEWER CLEANOUT
NOT TO SCALE
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
AP P R
APPROVED:
r--1-r----------
�� EX. SEWER MAIN
l PROPERTY LINE
SPOOL I I I Z
(LENGTH AS NEEDED) i S-O" MIN
6" SEWER STUB i i �:+ FUTURE 4" SIDE SEWER
I I ` 2"x 4" STUD MARKING POST PAINTED
TiORD "SEWER" STENCILED
SEWER MAIN TEE X 6" TEE i i i i I IN 3" HIGH BLACK LETTERS AND #6 WIRE
SIDEWALK i z WRAPPED AROUND THE STUD AND
`\ I I I I J EXTENDED TO THE TOP OF THE STUD
` COUPLING TYP I I I i
( ) L_J_L---------� a
13
I 5"X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER
O (EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR
1 4 APPROVED EQUAL, SPECIFY "SEWER" ON LID),
CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD
CONCRETE PAD TO BE 8" IN DEPTH
--------------T-J r-____--_-i.
L-__J
BEND AS 8"
REQUIRED
EXISTING SANITARY _
SEWER MAIN r2 07, MIN SLOPE 3
FUTURE 4" SIDE SEWER
\\-6" SEWER STUB 6"X6"X6" WYE FUTURE 6"x 4" REDUCER
SEWER MAIN SIZE X 6" TEE
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN
A VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
B CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL)
C PVC & C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED NTH A ROMAC SADDLE
(OR APPROVED EQUAL)
D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL)
E LINED MAIN - CONNECTION TO SEWER MAINS THAT HAVE BEEN LINED (CIPP, ETC), CUT IN A NEW PVC "TEE" USING
"STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
F HOPE - CORE -DRILLED WITH A ROMAC SADDLE "INSERTA-TEE" MAY BE USED ON SEWER MAINS 12" DIAMETER OR LARGER
G MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE
SHALL BE CORE -DRILLED AND USE KOR-N-SEAL BOOTS OR APPROVED EQUAL
NOTES.
1 PRIOR TO INSTALLATION OF A SANITARY SEWER STUB, A SIDE SEWER STUB PERMIT MUST BE PURCHASED FROM THE CITY OF
RENTON PUBLIC WORKS DEPARTMENT
2 UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2 5' COVER AT PROPERTY LINE OR 3-5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER
3 SIDE SEWERS SHALL HAVE A MINIMUM 2 7 SLOPE UNLESS APPROVED BY THE PUBLIC WORKS INSPECTOR
4 FOR INSPECTION OF THE SIDE SEWER STUB, CALL 24 HOURS IN ADVANCE. THE INSPECTION PHONE NUMBER IS ON THE SIDE
SEWER STUB PERMIT SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT
THE APPOINTED TIME DO NOT BACKFILL THE TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR
5 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 110 2
6 THE SIDE SEWER STUB SHALL HAVE PIPE BEDDING IN ACCORDANCE WITH STANDARD PLAN 405
7 ALL SIDE SEWER STUBS SHALL BE INSTALLED BY A CONTRACTOR LICENSED AND BONDED IN THE STATE OF WASHINGTON
SIDE SEWER STUB STD. PLAN -406.1
PUBLIC WORKS APP
INSTALLATION
URI DEPARTN Martin PastuChOV26/202
(SEWER MAIN TO PROPERTY LINE) 8E38k8J FD98844u J -
rom,c w"rw, ,wmmi"r.m, DATE
SIDE SEWER CONNECTION
NOT TO SCALE
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ELOPMENT ENGINEERING G
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PER SHEET HORIZONTAL 1 1983/1991 WATERSHED APARTMENTS 03/18/2022 =
® CITY OF CIVIL CONSTRUCTION PERMIT U)
('.*" IRENTON FlELDBOOK: fr
PAGE
vul• DRAWING NO: W
ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. PUBLIC SEWER DETAILS
IF NOT ONE INCH C6.80
SCALE ACCORDINGLY SHEET: OF:
26 46