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WATERLINE N wl °O
(G2) a I' of I I THE NORTH LINE OF THE S1/2 OF 1" DOMESTIC WATER PN 092305-9061
a iur��l , THE W1/2 OF THE NW1/4 OF THE 6 DOUBLE CHECK TRI 8c L LTD PTSHP ROOF ELEV.
° NW1/4 OF THE NW1/4 OF SEC 9, VALVE ASSEMBLY EXISTING BUILDING
TWP 23N, RNG 5E, W.M. C5' (TYP OF ALL BLDGS) I=371.84' PARTIAL FOOTPRINT
Nm / 8. .54„ °° GATE �� ��� �� �� ' 6" SS 2.0°� MERY
I' I J 30 0' S #5 (TYP)
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In A , ° 1 00 UN &CAP
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5. 5. to TEMP B 0W-0 F R 3.5 ELOW FF
v , N I a. P YPIG STA N P /T
I TY BLDG C) APN 722780-1370
C R STD PLA 300. /
j n N I a. CONC BL CKING •.` REBAR cAP PERRINE
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LU&INBIRE OX � I � , _ I I �' COR V ST SSPLAN 3 0.8 f I I � • ,ham_ � (N SEE NOTE 14 HEAT
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-f - - SANITARY SEWER MAIN
- - - - SANITARY SERVICE LINE
0 CLEANOUT 5
C5.
SANITARY SEWER MANHOLE 48" 2 SEE NOTE #12 THIS SHEET.
C5. C5.
- • • - • • - WATER SERVICE LINE
WATER/FIRE MAIN
}{ H WATER VALVE 6
5.
FIRE HYDRANT 4
5.
5
WATER METER 5
H 11.25' BEND
22.5' BEND
,C-I 45' BEND
-0 90' BEND
L_j WATER CAP
2
# WATER COUPLING 5
►1 WATER REDUCERS
P1 WATER TEE
7
® CONIC THRUST BLOCKING HORIZ
5.
ID FIRE DEPT CONNECTION
19 POST INDICATOR VALVE
NOTES
1. SEE SHEET C1.0 AND C1.1 FOR GENERAL NOTES, GENERAL STORMWATER NOTES, AND
GENERAL SANITARY SEWER NOTES.
2. ALL WORK SHALL BE IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND
REQUIREMENTS.
3. SANITARY SIDE SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF RENTON
STANDARD 406.2.
w n-j no, EXISTIc
FOOTF 4. PROVIDE 3' MIN COVER OVER FIRE SERVICE AND FDC LINES.
5. DESIGN BUILD FIRE SPRINKLER CONTRACTOR SHALL VERIFY SIZE OF FIRE SERVICE METER
6 5 1" D ESTIC WAT R ® / ' p�C� 5 II I AND FIRE SERVICE, BACKFLOW PREVENTER, AND FDC LINES PRIOR TO CONSTRUCTION.
C5. C5. SERVIC AND METE ti°OkQ. : ` I 2) 4' d w '�� FDC LINES SHALL HAVE CHECK VALVES INSIDE BLDG.
AND D UBLE CHECK; ; ° • C INU GR E, J I ROOF ELEV.=
LVE AS EMBLY PER \ 339.7 !� H 6. STATE OF WASHINGTON LEVEL III FIRE PROTECTION SPRINKLER CONTRACTOR SHALL DESIGN AND
'' :.:' y. I ° POWEF PREPARE THE UNDERGROUND SUBMITTAL DRAWINGS PER THE STATE OF WASHINGTON WAC
C R STD LAN 340.8IVI
>..,'; ; i / 3
TYP -S - . L0 r- - - - ° ,,,�v,ER` 212-80-043(9). A STATE OF WASHINGTON LEVEL U UNDERGROUND CONTRACTOR SHALL
G C
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( 0 BLDG C ) r ' a PERFORM THE INSTALLATION OF THE UNDERGROUND PIPING PER THE STATE OF WASHINGTON WAC
z chi.
45' J 6" SS VICE 5 � s � P � I F:F 212-80-043(2).
1 PUBLIC SANITARY
EWER SEMENT - FI E SE IC POC BELO SSM (# FH ' ° 7. LOCATE ALL WATER METER AND DOUBLE CHECK VALVE BOXES FOR DOMESTIC SERVICES OUTSIDE
15' PU LIC M NTENAN
\ ° a OF MAIN DRIVEWAY AISLES AND PROVIDE TRAFFIC RATED LIDS.
Q ACCES G EL PAT / 7 EX FH
' I z I E SANE NO PARK N
- \ 8. SEE SHEETS C5.0 TO C5.2 FOR APPLICABLE DETAILS.
N w_ w_
N 2" WA R W OFF \ _
/� • • / ASSE FO ND REBA BL ( (P3) a FIRE LANE p ARKI\ J w w - 9. ALL MECHANICAL JOINT FITTINGS SHALL HAVE RESTRAINED JOINT RETAINER GLANDS EQUAL TO
w
G w - w MEGALUG SERIES 1100 AND CONCRETE BLOCKING.
SBA N 12" W X FIRE ENO PARKING 10. SURFACE MOUNTED UTILITIES SHOWN ON LANDSCAPE SHEETS PER HEARING EXAMINER CONDITION
OF C NER 50 LF 8" P C SS 12+00 _ � _
-i � �' 12" GV J) N83'55'49"yy ' OF APPROVAL #6.
4'H CHAIN LINK FENCE 127.36' _
Itow" °' CONNECT TO EX 12" I a
_ - 2 WATER MAIN APN 722780-1385 �cARPaRT° 11• AN AUTOCAD FILE WILL BE PROVIDED TO THE CONTRACTOR FOR LAYOUT OF ALL WORK.
N8 55' 2"W 9.52' - - x - - 1-12" COUPLING 1 STATIONING FOR WATER LINE WORK SHOWN ON WATER LINE PROFILE PLAN SHEET C4.3.
SSMH x x - x C5. VISSER
EXI
STING 12" NIPPLE"'�.im,,,n, 12. SANITARY SEWER MANHOLES SHALL BE PER COR STD DTL 400.2, "SANITARY MANHOLE SHALLOW"
1 I GARAGE FOUND REBAR & CABS' HB MJ EXISTING HOUSE SHOWN ON DETAIL 2, SHEET C5.1, UNLESS NOTED OTHERWISE. SANITARY MANHOLES WITH RIM
APN 092305-9161 PARTIAL SSM LS #43612, 4369-OCKING PARTIAL FOOTPRIF
THE NORTH LINE OF THE SOUTH 75' FOOTPRINT ON SOUTH TO LOWEST INVERT DISTANCE GREATER THAN 7.0' SHALL BE PER COR STD DTL 400.1,
OF THE S1/2 OF THE W1/2 OF THE HSIEH INVESTMENTS 1.1'W oAS�(f111E EX 12" W RED. FIELD "STANDARD SANITARY MANHOLE" SHOWN ON DETAIL 1, SHEET C5.1.
NW1/4 OF THE NW1/4 OF THE NW1/4 SEE SHEET C4.2 FOR LOCATE LINE AND
OF SEC 9, TWP 23N, RNG 5E, W.M. PUBLIC SANITARY SEWER of 13. INDIVIDUAL PRESSURE REDUCING VALVE ASSEMBLIES PER DETAIL 7, SHEET C5.0 SHALL BE
MAIN PROFILE 1 (TYP) GRADE PRIOR TO INSTALLED ON EACH DOMESTIC WATER SERVICE WITHIN EACH TOWNHOME UNIT DOWNSTREAM OF
CONSTRUCTION THE DCVA.
14. CHECK VALVE VAULT TO BE 444 UTILITY VAULT.
S88'55'42"E 319.70'
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6413 Phinney Ave North
Seattle, Washington 98103
ph 206.596.7115
coterraengineering.com
NO.
RECORD DRAWINGS
REVISION
4/9/21
SURVEYED: -
DESIGNED: MB
DRAWN: MB
CHECKED: PA
BY
DATE
APPR
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ONE INCH
AT FULL SCALE
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15. BLDG B FDC CHECK VALVE LOCATED INSIDE THE BLDG. S-408501
CONSTRUCTION
RECORD DRAWING
THE INFORMATION ON THIS DRAWING
INDICATES CHANGES MADE TO THE
CONSTRUCTION DOCUMENTS BASED
UPON UTILITY AS -BUILT SURVEY
PREPARED BY DAVID EVANS &
ASSOCIATES, INC., DATED 3/23/21, AND
TRANSFERRED TO THE REPRODUCIBLE
DRAWINGS BY THE ENGINEER.
CITY OF
RENTON
Planning/Building/Public Works Dept.
W-408502
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WILLOWCREST TOWNHOMES
EDMONDS AVE NE, RENTON, WA
PAGE:
7/29/19
C4.1
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ENGINEERING PLLC
6413 Phinney Ave North
Seattle, Washington 98103
ph 206.596.7115
coterraengineering.com
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PUBLIC SANITARY SEWER MAIN PROFILE 1
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PUBLIC SANITARY SEWER MAIN PROFILE 2
SCALE: HORZ. 1" = 20' VERT. 1" = 10'
NO.
RECORD DRAWINGS
SURVEYED:
DESIGNED: Me
DRAWN: Me
CHECKED: PA
REVISION I BY I DATE I APPR I A0PROVm-
330
320
1 "-20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
HORIZONTAL- ONN D 1983/11991
DATUM
lle
DATUM
NAVD 88
NOTES
1. SEE SHEET C1.0 AND C1.1 FOR GENERAL NOTES, GENERAL STORMWATER NOTES, AND
GENERAL SANITARY SEWER NOTES.
2. ALL WORK SHALL BE IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND
REQUIREMENTS.
3. SEE SHEETS C5.0 TO C5.1 FOR APPLICABLE DETAILS.
CONSTRUCTION
RECORD DRAWING
THE INFORMATION ON THIS DRAWING
INDICATES CHANGES MADE TO THE
CONSTRUCTION DOCUMENTS BASED
UPON UTILITY AS —BUILT SURVEY
PREPARED BY DAVID EVANS &
ASSOCIATES, INC., DATED 3/23/21, AND
TRANSFERRED TO THE REPRODUCIBLE
DRAWINGS BY THE ENGINEER.
Aoxftk CITY OF
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S-408502
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WILLOWCREST TOWNHOMES
EDMONDS AVE NE, RENTON, WA
7/29/19
FIELDBOOK:
PAGE:
DRAWING NO:
C4.2
SHEET. 15 OF:
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STD. PLAN - 400.1
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PUBLIC WORKS
DEPARTMENT
STANDARD SANITARY MANHOLE
PROM'
GAZ 9/11/2019
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NITS
DocuSign Envelope ID: 7CDD88BC-C843-439E-9366-C6DBBOFBBBB7
2:12 P
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EX. SEWER MAIN i i i i •
I PROPERTY LINE
_SPOOL z i 1
(LENGTH AS NEEDED) 3'-0' MIN.�-
6" SEWER STUB FUTURE 4" SIDE SEWER
- Dom- -____�
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2"x 4" STUD MARKING POST PAINTED
1 6" CAP J WHITE WITH THE WORD "SEWER" STENCILED
`SEWER MAIN TEE X 6" TEE i I IN 3" HIGH BLACK LETTERS AND p6 WIRE
SIDEWALK : z WRAPPED AROUND THE STUD AND
EXTENDED TO THE TOP OF THE STUD,
t>J COUPLING (TYP.) L_J_L---------
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3
6"M"M" SURFACE CLEANOUT WITH CAST IRON RING AND COVER
o (EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR
r APPROVED EQUAL, SPECIFY "SEWER" ON LID),
CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD.
I CONCRETE PAD TO BE 6" IN DEPTH.
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REQUIRED
/ SEWERN MAINNITARY -a
{{{ _2,py,. MIN. SLOPE !\
\ ` `FUTURE 4" SIDE SEWER
�fi" SEWER STUB `6"X6"X6" WYE `FUTURE 5"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 WITH 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.
our
3000
wt
CONCRETEBLO- 29,MINSLOPE
HORIZONTAL
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MAIN
CONCRETE BLOCKING ANGLE
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NOTE 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.
SIDE SEWER STUB STD. PLAN -406.1
PUBLIC WORKS INSTALLATION APPR
DEPARTMENT GA
V:RJZ 9/11/2019 I
(SEWER MAIN TO PROPERTY LINE) D-
SIDE SEWER AND CLEANOUT INSTALLA11ON
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DocuSign Envelope ID: 7CDD88BC-C843-439E-9366-C6DBBOF8BBB7
MANHOLE FRAVE 'J B COVER
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STD. PLAN - 400.2
ffloS PUBLIC WORKS SANITARY MANHOLE Avv eo:
DEPARTMENT SHALLOW GAZ 9/11/2019
SANITARY MANHOLE SHALLOW
NITS
DocuSign Envelope ID:7CDD88BC-C843-439E-9366-C6DBBOF8BBB7
3„
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38 WIDTH
WHITE POST
62„
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SEWER MANHOLE MARKER POST
SEWER MANHOLE MARKER POST SHALL BE EQUAL TO
CARSONITE UTILITY MARKER
SEWER MANHOLE MARKER POST TO BE USED FOR
SANITARY SEWER MANHOLES IN UNIMPROVED AREAS.
SEWER MANHOLE MARKER POST SHALL IDENTIFY THE
MANHOLE AS "SANITARY SEWER".
STD. PLAN - 404.2
PUBLIC WORKS '"" o'
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ENGINEERING PLLC
6413 Phinney Ave North
Seattle, Washington 98103
ph 206.596.7115
coterraengineering.com
NO.
RECORD DRAWINGS
REVISION
:12 PM
:12 PP
DocuSign Envelope ID: 7CDD88BC-C843-439E-9366-C6DBBOFBBBB7
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MANHOLE FRAME AND COVER
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DocuSign Envelope ID: 7CDD88BC-C843-439E-9366-C6DBBOF8BBB7
TEE OF APPROPRIATE SIZE
SEE NOTE 6
::::::��-"RELINER" BRAND STAINLESS
STEEL ADJUSTABLE CLAMPING
BRACKETS OR APPROVED EQUAL
,y 90° BEND
`• a: 3/4 THE DIAMETER OF
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' THE DOWNSTREAM PIPE
NOTES:
1. SANITARY SEWER MANHOLE DROPS ARE ONLY TO BE USED UPON
APPROVAL BY THE WASTEWATER UTILITY SECTION.
2. ALL PIPES AND FITTINGS SHALL BE SIMILAR SIZE AND MATERIAL
AS INCOMING MAINLINE.
3. MINIMUM SIZE MANHOLE FOR INSIDE DROP CONNECTION SHALL BE
60" DIAMETER.
4. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR,
KOR-N-SEAL BOOTS OR APPROVED EQUAL.
5. WITHIN A 60" DIAMETER MANHOLE, THE MAXIMUM ALLOWABLE DIAMETER
OF THE INSIDE DROP PIPING IS 12", INSIDE DROPS EXCEEDING 12" IN
DIAMETER OR MULTIPLE DROPS SHALL BE REVIEWED BY THE WASTEWATER
UTILITY AND MAY REQUIRE A LARGER DIAMETER MANHOLE.
6. "RELINER" BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS
OR APPROVED EQUAL SHALL BE INSTALLED WITHIN 6" OF
BOTH BELL AND SPIGOT ENDS OF EACH DROP PIPE.
IF DROP PIPE LENGTH EXCEEDS 5 FEET THEN CENTER STRAPS
SHALL BE INSTALLED WITH A MAXIMUM SPACING OF 4 FEET
ON CENTER. BRACKETS SHALL BE ATTACHED UTILIZING STAINLESS
STEEL EXPANSION BOLTS, MIN. 2 EACH AT CONNECTION POINTS,
STD. PLAN - 402.2
PUBLIC WORKS INSIDE DROP CONNECTION °
DEPARTMENT FOR SANITARY MANHOLE GAZ
W
9/11/2019 I
DATE
INSIDE DROP CONNECTION
C5.1 TUTS C5.1 TUTS
DocuSign Envelope ID: 7CDD88BC-C843-439E-9366-C6DBBOFBBBB7
W (SEE NOTE 7) LIMITS OF PIPE ZONE
BEDDING MATERIAL FOR
SANITARY SEWER PIPE O.D. OF PIPE
(SEE NOTE 5)
FOUNDATION LEVEL /
6
j /�-
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 OR PEA GRAVEL.
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.
Alftk
STD. PLAN - 405
w PUBLICWORKS FOR SANITARY SEWERS PIPE BEDDING "'"
DEPARTMENT GAZ 9/11/2019
A"udwo,.(>nm�.o-,a DATE
PIPE BEDDING FOR SANITARY SEWER
NITS
SCIII
1 NI-20'
ONE INCH
AT FULL SCALE
IF NOF ONE INCH
SCALE ACCORDINGLY
HORZONVIL. NAD 19W/11991
DATUM
:12 PN
CONSTRUCTION
RECORD DRAWING
THE INFORMATION ON THIS DRAWING
INDICATES CHANGES MADE TO THE
CONSTRUCTION DOCUMENTS BASED
UPON UTILITY AS -BUILT SURVEY
PREPARED BY DAVID EVANS &
ASSOCIATES, INC., DATED 3/23/21, AND
TRANSFERRED TO THE REPRODUCIBLE
DRAWINGS BY THE ENGINEER.
CITY OF
FF
RENTON
Planning/Building/Public Works Dept.
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CITY OF RENTON CML DETAILS
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° NW1/4 OF THE NW1/4 OF SEC 9, VALVE ASSEMBLY EXISTING BUILDING
TWP 23N, RING 5E, W.M. C5.=371.84' PARTIAL FOOTPRINT
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TELEPHONE
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HYDRANT
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OF SEC 9, TWP 23N RNG 5E, W.M. PUBLIC SANITARY SEWER
MAIN PROFILE 1 (TYP)
EX 8" SS MAIN
PROFILE SHEET
I AND IE (TYP)
S88°55'42"E 319.70'
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ENGINEERING PLLC
6413 Phinney Ave North
Seattle, Washington 98103
ph 206.596.7115
coterraengineering.com
2 DO
RECORD DRAWINGS
REVISION
4/9/21
SURVEYED:
DESIGNED: MB
DRAWN: MB
CHECKED: PA
BY
DATE
APPR
APPROVED:
SCALE:
2 WATER MAIN
C5. 1-12" COUPLING
12" NIPPLE
FOUND REBAR & CA45' HB MJ
SSM LS #43612, 436BLOCKING
ON SOUTH
oC E EX 12" W
1.1'w AS UIRED. FIELD
LOCATE LINE AND
GRADE PRIOR TO
CONSTRUCTION
1988
1 »=20' HORIZO TAL• NAD NAVD1983/1991
ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
EXISTI
FOOTP
ROOF ELEV.=
H
POWEF
METER
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�\AC�ARPdCARPOf�.T
APN 722780-1385 j..
VISSER \
EXISTING HOUSE
PARTIAL FOOTPRI�
-f - - SANITARY SEWER MAIN
- - - - SANITARY SERVICE LINE
e CLEANOUT 5
C5.
SANITARY SEWER MANHOLE 48" 2 SEE NOTE #12 THIS SHEET.
C5. C500110
- - - WATER SERVICE LINE
WATER/FIRE MAIN
x H WATER VALVE 6
C5.
FIRE HYDRANT 4
C5.
5
61 WATER METER C5.
H 11.25° BEND
�- 22.5` BEND
45- BEND
rl 90- BEND
WATER CAP
# WATER COUPLING 2
C5.
001 WATER REDUCERS
IZI WATER TEE
7
® CONC THRUST BLOCKING HORIZ C5.
FIRE DEPT CONNECTION
9 POST INDICATOR VALVE
NOTES
1. SEE SHEET 01.0 AND C1.1 FOR GENERAL NOTES, GENERAL STORMWATER NOTES, AND
GENERAL SANITARY SEWER NOTES.
2. ALL WORK SHALL BE IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND
REQUIREMENTS.
3. SANITARY SIDE SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF RENTON
STANDARD 406.2.
4. PROVIDE 3' MIN COVER OVER FIRE SERVICE AND FDC LINES.
5. DESIGN BUILD FIRE SPRINKLER CONTRACTOR SHALL VERIFY SIZE OF FIRE SERVICE METER
AND FIRE SERVICE, BACKFLOW PREVENTER, AND FDC LINES PRIOR TO CONSTRUCTION.
FDC LINES SHALL HAVE CHECK VALVES INSIDE BLDG.
6. STATE OF WASHINGTON LEVEL III FIRE PROTECTION SPRINKLER CONTRACTOR SHALL DESIGN AND
PREPARE THE UNDERGROUND SUBMITTAL DRAWINGS PER THE STATE OF WASHINGTON WAC
212-80-043(9). A STATE OF WASHINGTON LEVEL U UNDERGROUND CONTRACTOR SHALL
PERFORM THE INSTALLATION OF THE UNDERGROUND PIPING PER THE STATE OF WASHINGTON WAC
212-80-043(2).
7. LOCATE ALL WATER METER AND DOUBLE CHECK VALVE BOXES FOR DOMESTIC SERVICES OUTSIDE
OF MAIN DRIVEWAY AISLES AND PROVIDE TRAFFIC RATED LIDS.
8. SEE SHEETS C5.0 TO C5.2 FOR APPLICABLE DETAILS.
9. ALL MECHANICAL JOINT FITTINGS SHALL HAVE RESTRAINED JOINT RETAINER GLANDS EQUAL TO
MEGALUG SERIES 1100 AND CONCRETE BLOCKING.
10. SURFACE MOUNTED UTILITIES SHOWN ON LANDSCAPE SHEETS PER HEARING EXAMINER CONDITION
OF APPROVAL #6.
11. AN AUTOCAD FILE WILL BE PROVIDED TO THE CONTRACTOR FOR LAYOUT OF ALL WORK.
STATIONING FOR WATER LINE WORK SHOWN ON WATER LINE PROFILE PLAN SHEET C4.3.
12. SANITARY SEWER MANHOLES SHALL BE PER COR STD DTL 400.2, "SANITARY MANHOLE SHALLOW"
SHOWN ON DETAIL 2, SHEET C5.1, UNLESS NOTED OTHERWISE. SANITARY MANHOLES WITH RIM
TO LOWEST INVERT DISTANCE GREATER THAN 7.0' SHALL BE PER COR STD DTL 400.1,
"STANDARD SANITARY MANHOLE" SHOWN ON DETAIL 1, SHEET C5.1.
13. INDIVIDUAL PRESSURE REDUCING VALVE ASSEMBLIES PER DETAIL 7, SHEET C5.0 SHALL BE
INSTALLED ON EACH DOMESTIC WATER SERVICE WITHIN EACH TOWNHOME UNIT DOWNSTREAM OF
THE DCVA. Q r�
14. CHECK VALVE VAULT TO BE 444 UTILITY VAULT. R-408535
15. BLDG B FDC CHECK VALVE LOCATED INSIDE THE BLDG. S-408504
CONSTRUCTION
RECORD DRAWING
THE INFORMATION ON THIS DRAWING
INDICATES CHANGES MADE TO THE
CONSTRUCTION DOCUMENTS BASED
UPON UTILITY AS -BUILT SURVEY
PREPARED BY DAVID EVANS &
ASSOCIATES, INC., DATED 3/23/21, AND
TRANSFERRED TO THE REPRODUCIBLE
DRAWINGS BY THE ENGINEER.
CITY OF
RENTON
Planning/Building/Public Works Dept.
W-408503
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PUBLIC SANITARY SEWER MAIN PROFILE 1
SCALE: HORZ. 1 " =
20' VERT. 1" =
10'
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PUBLIC SANITARY SEWER MAIN PROFILE 2
SCALE: HORZ. 1 " = 20' VERT. 1 " = 10'
RECORD DRAWINGS
REVISION
SURVEYED: I SCALE:
DESIGNED: MB
DRAWN: MB
ICHECKED: PA I
BY I DATE I APPR I APPROVED:
iv
330
320
1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERnCAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
14+00
15+00
DATUM
NAVD 88
NOTES
1. SEE SHEET C1.0 AND C1.1 FOR GENERAL NOTES, GENERAL STORMWATER NOTES, AND
GENERAL SANITARY SEWER NOTES.
2. ALL WORK SHALL BE IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND
REQUIREMENTS.
3. SEE SHEETS C5.0 TO C5.1 FOR APPLICABLE DETAILS.
CONSTRUCTION
RECORD DRAWING
THE INFORMATION ON THIS DRAWING
INDICATES CHANGES MADE TO THE
CONSTRUCTION DOCUMENTS BASED
UPON UTILITY AS —BUILT SURVEY
PREPARED BY DAVID EVANS &
ASSOCIATES, INC., DATED 3/23/21, AND
TRANSFERRED TO THE REPRODUCIBLE
DRAWINGS BY THE ENGINEER.
CITY OF
RENTON
Planning/Building/Public Works Dept.
R-408536
S-408505
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WILLOWCREST TOWNHOMES
EDMONDS AVE NE, RENTON, WA
SANITARY SEWER PROFILE
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DocuSign Envelope ID: 7CDD88BC-C843-439E-9366-C6DBBOFBBBB7
7'
'q0I 10 5i_ALL
MANHOLE FRAME AND COVER
SFF S-0. PLAN 421
A-:,:11STM-N- RINGS ANC M:)RTA.R JOINTS
';Er NCIE 5
CONE (ECCENTP.C)
RURFIFR ',ASK-TF) J',)IN-C IN
ACC HL)D %NCL 'Ad ti `,,SAl C �d,)
STEPS - PC_" F'RCPYLENC STEPS
SHA__ BE INCL-DEC
CONCRETE RRISER. B'" ,IPE INC
OR APPROVED ECUA_. -
v.D-R P IY ROPYLENE
,HA-_ Bt A LACHED TO MAN-OLE
MAX. PIPE SIZE - 'E'
CONCRETE S-ELF
PRECAST BASE SECTION.
OR CAS- IN SHE_=.
A,
B,
,C,
'D'
,E,
p �
4, h,H 18
- I�•
b M J.
5 , •.1L• J
21 tv SIN I
C.
"4" MH 54"
8" MIN
5.5" VIN.
24" MIN.
/4 L ?.
5C" hA 5l'
8" MIN
"MIN_
42" MIN,
30I.U.
NOTES:
I. sTFPS TO BF POI Y-RUP rl F'",F Fr ` TFPS.
2. S I EPS ARt 10 BE IN PLACE B F ^ ' ° FdHCLE SEC I IONS ,"•.RE NS I ALLED.
3. CASTING S ALL BE PE: STD. F-
4. "AANHO17 3ECTICN= TC BE OF F =ED PRECAST CO\CRETE.
5. ADJ_STM. NT OF THE CASTING L- SHALL BE PEP, STD PLAN 106. TH= USE C= SHIMS IS PRGH'31TED.
a SANITARY SENiER MANHOLE",`:H�.11- ,E ALL INTERIOR tiURFACES, INCLUDING CHANNELING,
COATED (SEALED) 'N TH r, H :;H _i � URET-ANE CU ATING; AASSER MC -SHIELD; CAT "CC OR
API'RO'•/ED EQUAL COLOR OF C.C;A III'J:_ SHALL BE 'A"HI-E.
r ,
RUBBER GA.SKETEC JCIr T -A.I 1_ BE IN C:�NF')Rh,'ANCE ,.ITH ATM 4L?
8. 'CH,AN\EL HEIGHT SHALL E MIN MUN OF 3/4 OF TH- INSIDE DIAMETER r__ THE _ARG, S'T =11`=
9. C'ONN_CIIONS IO VANHL__ SHALL BE MADE USING GI'K AI2AIPICN. -'JN `, _EAL BOOIS OH
A.PPROV'FFI FJUAI
10. IN UNIMPROVED AREAS, M.AN-OLEO, SHALL EXTEND A MINIMUM O- 6" AND A r14' IVUt•A 07 12"
ABOVE ` IN SHED GRADE OR MUST HAVE A MI\IMLJr.1 2' DIAMETER CCNCF E F I I r I I FF -.F =.D=
N PAV-D AkLAS, COVER MUSI SLOPE IN ALL -IRE! (IONS 10 MATCH PAVING
11. MANH LLI CVL. 20' DtFI SHALL BE A VINIhaUH OF 60" III _�I'tNEI R.
D� STD. PLAN - 400.1
•�. PUBLIC WORKS PROVED:
DEPARTMENT STANDARD SANITARY MANHOLE GAZ 9/11/2019 1
a.cswa+�wmn'^u, DATE
1 STANDARD SANITARY MANHOLE
NTS
DocuSian Envelope ID: 7CDD88BC-C843-439E-9366-C6DBBOF8BBB7
2:12 P
r<q r--i-r----------
I�� EX. SEWER MAIN
PROPERTY LINE
F
IIIz IIAS NEEDED) iii1 3•-0" MIN.WER STUB I FUTURE 4" SIDE SEWER
tjj
i2"x 4" STUD MARKING POST PAINTED
6" CAP WHITE WITH THE WORD "SEWER" STENCILED
EE X 6" TEE i i i i I IN 3" HIGH BLACK LETTERS AND g6 WIRE
I I I I• w WRAPPED AROUND THE STUD AND
I I I SIDEWALK I • z EXTENDED TO THE TOP OF THE STUD.
COUPLING (TYP.) L_J_L___-_----J : Q
ta,
6"X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER
i (EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR
APPROVED EQUAL, SPECIFY "SEWER" ON LID),
CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD.
CONCRETE PAD TO BE 8" IN DEPTH.
i 1
L___J
BEND AS �� g"
REQUIRED
/'EXISTING SANITARY -a
/ SEWER MAIN �-2.07.. MIN. SLOPE \\
! \ ` FUTURE 4" SIDE SEWER
�6" SEWER STUB `6"X6"X6" WYE FUTURE 6"x 4" REDUCER
SEWER MAIN 512E 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 WITH 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. HDPE - 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.
OVA
3000 CONCRETE X /Ny
BLOCKING _-- 2%
M / / CONOE� _2q; MIN SLOPE
HORIZONTAL
I 6' TEE
6" MIN. SEWER SEWER MAIN
MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN BETWEEN 25' AND 45' TYPICAL SIDE SEWER
NOTE: 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.
PUBLIC WORKS
SIDE SEWER STUB STD. PLAN -406.1
.a�• APPR °'
P„ DEPARTMENT INSTALLATION GAZ 9/11/2019 1
VtOF (SEWER MAIN TO PROPERTY LINE)
ruuxwo.�adml DATE
SIDE SEWER AND CLEANOUT INSTALLATION
:12
DocuSign Envelope ID: 7CDD88BC-C843-439E-9366-C6DBBOFSBBB7
MANHOLE FRAVE AND COVER
PER STD. ILAN 401
AD,•U .TV T RINGS
AND r,4CRT `R ,.CANT
SLL NOIE s
• '� 4" hAIPJ. TO
12" MAX.
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NOTES:
1. STEPS TC PnI YF ,OP FNF SA -FT, STFP`;.
2. STEPS APT 1 IN P A( EFF R- MANH)F SFCTIONS .ARE INSTALLED.
1. CA`_.TIN, 'I I L =R SID. 'LAN 401.
4. I\4ANH I 1C B_ J- H.LIN FOH'C'ED 'RECAST CONCRETE.
5. AD.,II_,-= C.ASTRJG TO CONCRETE-
- -E SHALL BE PER STD P-AN 106.
THE ('.'--,E C,F .`_H11:.1`I IS PR.-1I-•ITED.
6. SANITARY SF1hTR A4A'JFCLES ?IAII IIA'VF ALL INT171,11.07 S. FAC ,. INCLUDING CHANN--ING,
OAT ? �_E,ALED) '04TH A HIGH _DUDS URE-HANE COATING; WASSER
PAC_�!d1 r ;OAT 100 OR APPROy-C FOUAI C'OICR COATING, SHAII BE *HITF.
RULs3L. L,ASKLILD JOINTS SHALL 3L IN CONFORMANl L 'WIIH ASIM C-443.
v CI IANPJFI FIC-11- `-.IIAI I fir .4 h•11V14✓.,'od CiF 3/4 TI IF INSI-F F)1,4MFTFR OF THE I A.RG -'IPF.
9. CCNNFCTIC)NS T) MANHOI F SHAI I BE MADE- I:SINC CPK A --AFTER, KOR-N-SFAI
BOu S ON ,Al''ROVED -QJAL.
- -
I_. IN UNIMPROVED ,�'E � D;1'IJH�LES _H. LL TIC. A r.AINIMJha ,. b AND A. 4 11^✓.>,I OF
12" ABOVE F"V HEU JRAD J- MUol Hi`•._ A MINIMUIvi 2' UTAMETLIH CONCHE FINGS
POURED AT GRACE IN AREAS, COVER MUS- SLOPE IN ,ALL DI4EC71;,NS -C' VATCH PAVING.
STD. PLAN - 400.2
iR PUBLIC WORKS SANITARY MANHOLE APP a ED:
DEPARTMENT SHALLOW GAZ 9/11/2019 1
DATE
SANITARY MANHOLE SHALLOW
NTS
DocuSign Envelope ID: 7CDD88BC-C843-439E-9366-C6DBBOFBBBB7
38"
POST
62"
24"
SEWER MANHOLE MARKER POST
SEWER MANHOLE MARKER NOTES:
SEWER MANHOLE MARKER POST SHALL BE EQUAL TO
CARSONITE UTILITY MARKER
SEWER MANHOLE MARKER POST TO BE USED FOR
SANITARY SEWER MANHOLES IN UNIMPROVED AREAS.
SEWER MANHOLE MARKER POST SHALL IDENTIFY THE
MANHOLE AS "SANITARY SEWER".
STD. PLAN - 404.2
r PUBLIC WORKS PPR D`
��1 DEPARTMENT SEWER MANHOLE MARKER POST GAZ 9/11/2019 I
DATE
0 SEWER MANHOLE MARKER POST
NTS C5.1 NTS
coterra
ENGINEERING PLLC
6413 Phinney Ave North
Seattle, Washington 98103
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ph 206.596.7115
Ld coterraengineering.com
2 DO
RECORD DRAWINGS
REVISION
:12 PM
:12 PP
DocuSign Envelope ID: 7CDD88BC-CB43-439E-9366-C6DBBOF8BBB7
BOLTHO_ES - 3 PiCS
EQUALLY SPACED 120"
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PUBLIC WORKS PPROVED:
DEPARTMENT MANHOLE FRAME AND COVER GAZ 9/11/2019 1 2
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MANHOLE FRAME AND COVER
NTS
DocuSign Envelope ID: 7CDD88BC-C843-439E-9366-C6DBBOFBBBB7
W (SEE NOTE 7) LIMITS OF PIPE ZONE
1 -0"
BEDDING MATERIAL FOR
SANITARY SEWER PIPE ; O.D. OF PIPE
(SEE NOTE 5)
FOUNDATION LEVEL
6„
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 OR PEA GRAVEL.
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
PUBLIC WORKS PIPE BEDDING [PP"O'VID:
,1` DEPARTMENT FOR SANITARY SEWERS GAZ 9/11/2019 I
DATE
0 PIPE BEDDING FOR SANITARY SEWER
NTS
4/9/21
SURVEYED:
DESIGNED: MB
DRAWN: MB
CHECKED: PA
BY
DATE
APPR
APPROVED:
SCALE:
1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL NAD 1983/1991
DATUM
:12 P
:12 PN
DocuSign Envelope ID: 7CDD88BC-C843-439E-9366-C6DBBOFBBBB7
TEE OF APPROPRIATE SIZE
r
SEE NOTE 6
"RELINER" BRAND STAINLESS
STEEL ADJUSTABLE CLAMPING
BRACKETS OR APPROVED EQUAL
e'
:r 90° BEND
3/4 THE DIAMETER OF
' THE DOWNSTREAM PIPE
NOTES:
1. SANITARY SEWER MANHOLE DROPS ARE ONLY TO BE USED UPON
APPROVAL BY THE WASTEWATER UTILITY SECTION.
2. ALL PIPES AND FITTINGS SHALL BE SIMILAR SIZE AND MATERIAL
AS INCOMING MAINLINE.
3. MINIMUM SIZE MANHOLE FOR INSIDE DROP CONNECTION SHALL BE
60" DIAMETER.
4. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR,
KOR-N-SEAL BOOTS OR APPROVED EQUAL.
5. WITHIN A 60" DIAMETER MANHOLE, THE MAXIMUM ALLOWABLE DIAMETER
OF THE INSIDE DROP PIPING IS 12". INSIDE DROPS EXCEEDING 12" IN
DIAMETER OR MULTIPLE DROPS SHALL BE REVIEWED BY THE WASTEWATER
UTILITY AND MAY REQUIRE A LARGER DIAMETER MANHOLE.
6. "RELINER" BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS
OR APPROVED EQUAL SHALL BE INSTALLED WITHIN 6" OF
BOTH BELL AND SPIGOT ENDS OF EACH DROP PIPE.
IF DROP PIPE LENGTH EXCEEDS 5 FEET THEN CENTER STRAPS
SHALL BE INSTALLED WITH A MAXIMUM SPACING OF 4 FEET
ON CENTER. BRACKETS SHALL BE ATTACHED UTILIZING STAINLESS
STEEL EXPANSION BOLTS, MIN. 2 EACH AT CONNECTION POINTS.
STD. PLAN - 402.2
.r.� PUBLIC WORKS INSIDE DROP CONNECTION D
DEPARTMENT GAZ 9/11/2019 I
VR]FOR SANITARY MANHOLE
DATE
INSIDE DROP CONNECTION
NTS
CONSTRUCTOR
RECORD DRAWING
THE INFORMATION ON THIS DRAWING
INDICATES CHANGES MADE TO THE
CONSTRUCTION DOCUMENTS BASED
UPON UTILITY AS -BUILT SURVEY
PREPARED BY DAVID EVANS &
ASSOCIATES, INC., DATED 3/23/21, AND
TRANSFERRED TO THE REPRODUCIBLE
DRAWINGS BY THE ENGINEER.
0 CITY OF
RENTON
Planning/Building/Public Works Dept.
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R-408540
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0
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WILLOWCREST TOWNHOMES
EDMONDS AVE NE, RENTON, WA
CITY OF RENTON CML DETAILS
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DATE:
7/29/19 U
FIELDBOOK:
PAGE: O
DRAWING NO: J
C5.1 `J
SHEET: OF:
18 35