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SCALE: 1 "=40'
KING COUNTY R-4
A nN r CONNECT TO E
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fEX` OVERHEAD WIRING 21
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SIGNAL POLE
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�[/ SIGNAL POLE
CONNECT TO EX c 21
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8" SEWER - MH664
EX SIGNAL HEAD AND PUSS-H :.
TO BE RELOCATED TO NEW `, ••'..I
POLE. EX POLE TO BE REMOVED
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KING COUNTY R-4 W I f • • •
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FORRESTOR MARK W � ,�; ••. •.
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ASBUILT COMPOSITE UTILITY PLAN
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EDENFIELD (SUMPTER) SHORT PLAT
A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
EX__�JW
*INDIVIDUAL LOT NOTE:
THIS PROJECT HAS SET A MAXIMUM IMPERVIOUS
SURFACE OF 4,000 SF PER LOT. A RESTRICTIVE
COVENANT WILL BE PROVIDED ON THE FINAL PLAT.
NOTE:
PROPOSED IMPROVEMENTS SOUTH OF THE PLAT
BOUNDARY ARE WITHIN KING COUNTY. RIGHT OF
WAY PERMIT MUST BE OBTAINED FROM KING
COUNTY FOR THE ASSOCIATED WORK.
—J
— — — — — — — — — — — —
SAWCUT
LINE (TYP)
-CONNECT TO EX
8" WATER
SJOLUND KRISTINA M
2345750120
DMINIll JP,ARVIV l I I CC)
1397500070
UTILITY CROSSING NOTES:
1. A MINIMUM OF 1 FOOT VERTICAL SEPARATION
WILL BE PROVIDED BETWEEN STORMWATER PIPE
AND OTHER UTILITY LINES AT CROSSINGS.
2. A MINIMUM OF 1 FOOT VERTICAL SEPARATION
WILL BE PROVIDED BETWEEN SEWER LINES AND
OTHER UTILITY LINES AT CROSSINGS. ELSE
ETHOFOAM PAD WILL BE PROVIDED.
UTILITY SEPARATION NOTES:
1. THERE SHALL BE A MINIMUM 10 FOOT
HORIZONTAL SEPARATION BETWEEN SEWER AND
WATER MAINS AND A MINIMUM 7 FOOT
SEPARATION BETWEEN SEWER AND ALL OTHER
UTILITIES.
1 RECORD DRAWINGS AS BUILT TJS 110/10/22 BJT Sull
DESIGN ED.
BENCHMARK DRAWN:
RK
DATUM DOMEDIN CONCRETE MONUMENT
IN BRASS DOMESS FOUND�INARK 4X41 0.4 Cll
HORIZONTAL DATUM: VERTICAL DATUM: CASE 0.5" BELOW GRADE OBSERVED BELOW GRADE OBSERVED 37555 BJT
NAD '83/'91 NAVD '88 N: 175866.55, E: 1319201.78 N: 175852.22, E: 1319809.82 NO. REVISION BY DATE APPR Al BJT
1 "=40'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
PENCE ALAN D & DENISE
1423059030
`FRENCH DRAIN. SEE
DETAIL ON SHEET 15.
CITY OF RENTON R-4
IE = 370.80' I
OUTFALL PROTECTION 12x7.5'
tij
RIP RAP PAD (2' THICK)
1 I
j W II I IE = 370.51' I
I II EX 12" STORM MAY RONALD G
W N ;�.r 1397500060
w I
J EX 8" WATER
I
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SPECIAL NOTE:
SIDE SEWER LINES SHALL BE INSTALLED FOURTEEN
FEET INTO EACH LOT IF SANITARY SEWER MAINS
ARE AVAILABLE, OR PROVIDED WITHIN THE
SUBDIVISION DEVELOPMENT.
WALL DRAIN KEYNOTES:
�1 CONNECT FOOTING DRAINS.
2❑ DAYLIGHT WALL DRAIN
VERTICAL- NAVD,
HORRON`Il NAD I W ,99,
DATU M
CALL BEFORE YOU DIG:
1-800-424-5555
CITY OF
RENTON
Planning/Building/Public Works Dept.
LEXI TIM & GINA MARGITH
1423059091
TREE PROTECTION FENCE AND
EASEMENT INSTALLED PER TREE
RETENTION PLAN ON SHEETS 37 TO 39
CITY OF RENTON R-4
KING COUNTY R-4
COYLE ROBERT
1397500050
/41423 p
D/10/20
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ASBUILT COMPOSITE
UTILITY PLAN
EDENFIELD (SUMPTER) SHORT PLAT
MAINVUE WA LLC
1110112TH AVE NE, SUITE 202
BELLEVUE, WA 98004
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10/10/2022
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SCALE: 'I "=20'
,iX
385
375
370
L 1;R
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1 � 1-I4
SITE MAP KEY PLANNTS
a
ASBUILT SEWER PLAN AND PROFILE -ROAD A
x:
NIS
EDENFIELDSUMPTER)2345750130
PLA JACOB & MORGAN
I
A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M. SSCO I EX R W
CITY OF RENTON KING COUNTY WASHINGTON EX FIRE HYDRANT
� � '���;---,ASSEMBLY
SEE SHEET 32 rh-';;,, RIM 389.48
CB TYPE 1
EX 8 WATER
FOR CONTINUATION 12" E ADS=386.17
TRACT B EX MO ! ! WAPATO P_L SE
SHARED DRIVE �•. � ° � ,; � � � ' - -
LOCAL ACCESS
o� {I /`N a / II
CB TYPE 1
EX 8 SEWER RIM=389.47
- - - 12" N ADS=385.57
SSMH TYPE 2 \\
RIM=387.96 \\ 6" NE PVC=386.13
TREE PROTECTION FENCE AND �'� °�,,-'= ''_ \\ 12" W ADS=385.56
I; II 1 pp - 8„ N PVC=379.46 KEYNOTE:
EX TREES TO BE . EASEMENT INSTALLED PER TREE �� : / �,I / 8 SE PVC=379.56 12" S ADS=385.57
SAVED (TYP) \ �� RETENTION PLAN ON SHEETS 37 TO 39 �� ' I �� EX R W CONTRACTOR SHALL POTHOLE
EXISTING UTILITIES PRIOR TO
I � III SSCO•• CONSTRUCTION AND VERIFY EXACT
MINIMUM ROOT � Gip. ���' ���� : • � �I'I I � � '
PROTECTION ZONE I �; 6 F %' �.II SSMH ELEVATION. CONTACT ENGINEER IF
` I '' CONFLICT EXISTS.
' I '� SSMH.,� I�- RIM=384'00
BARKER SHARON (TTEE)
1397500070
\ EX FENCE
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MAY RONALD G ROAD
1397500060 8
378.90
SEE SHEET 34 FOR CONTINUATION
1 �
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...
SSCO#7
0+48
1=37'
II !�374.30
/ I 5=15.92
j 1 WATER LOCK AND LOAD
S ICE (TYP). . RETAINING WALL
I
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IE=372.90
S=10.52% .: I BEARING PAD
ELEVATION (TYP)
A
CTR CHANNEL=380.05
'8" PVC NE & E
1
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PROPOSED
/
ILLUMINATION
POLE (TYP)
'CB TYPE 2
ADJUST EX CB TO
FLOWLINE
RIM=383.67
12" N ADS=414.13
6" E PVC=377.07
12" W ADS=377.02
SJOLUND KRISTINA M
2345750120
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FOUND PUNCHMARK IN BENCHMARK
y4" BRASS FOUND PUNCHMARK IN 1Y"
DATUM DOME IN CONCRETE MONUMENT IN BRASS DOME IN 4X4 0.4"
HORIZONTAL DATUM: VERTICAL DATUM: CASE 0.5" BELOW GRADE OBSERVED BELOW GRADE OBSERVED 37555
NAD '83/'91 NAVD '88 N: 175866.55, E: 1319201.78 N: 175852.22, E: 1319809.82 N0.
REVISION
3W
375
370
L 1;R
0+00
9c4.E: PLAN: 1 "=20'VEMrA, NAw
IM
PROF: H 1 "=20' H0R1ZWAL " low/1199'
V1 "=5'
ONE I"«' DATU M
AT FULL SCALE
IF NOT ONE NM
SCALE ACCORDINGLY
CALL BEFORE YOU DIG:
1-800-424-5555
• CITY OF
RENTON
Planning/Building/Public Works Dept.
UTILITY CROSSING
QIE 12"
SD=375.34
T/P 8"
SS=369.55
QIE 12"
SD=376.83
T/P 8"
SS=369.07
QIE 12"
SD=374.58
T/P 8"
SS=368.82
®IE 8" W=377.12
T/P 8"
SS=368.78
SEWER NOTES:
1. SEWER PIPE SHALL BE 8" PVC SDR-35 UNLESS
NOTED OTHERWISE.
2. SIDE SEWERS ARE PRIVATE AND SHALL BE 6"
PVC SDR-35 0 2.0% OR GREATER SLOPE.
3. SIDE SEWERS SHALL BE INSTALLED PER COR
STD. PLAN 406.1.
4. SIDE SEWERS SHALL BE CONSTRUCTED OF THE
SAME MATERIAL AS THE SEWER MAIN
5. ALL MANHOLES SHALL BE PER COR STD. PLAN
400.1
6. ALL MANHOLE FRAME AND COVER SHALL BE PER
COR STD. PLAN 401.1
7. HORIZONTAL SEPARATION BETWEEN SEWER AND
WATER SHALL BE A MINIMUM OF 10' AND 7' FOR
STORM.
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS F--
ASBUILT SEWER PLAN
AND PROFILE ROAD A
EDENFIELD (SUMPTER) SHORT PLAT
MAINVUE WA LLC
1110112TH AVE NE, SUITE 202
BELLEVUE, WA 98004
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DATA
10/10/2022
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FIELDBOOK:
PACE:
DRMYING NO:
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SNEET: 31 OF:47
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11111 OF
EDENF1. LD
(SUMPTER)
A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M. SSMH
CITY OF RENTON KING COUNTY WASHINGTON CTR CHANNEL=380.05 PROPOSED
> > ILLUMINATION
8" PVC ME & E POLE (TYP)
EX FENCE CB TYPE 2
x-x-x-x-x-x-x Lx-X-X- EX LOT I CB TYPE 2 �\ a „ RIM=383.67
- x - LINE (TYP) \ �� 12" N ADS=414.13
x-x-x-x-x:-x-x-x= !I RIM=383.88�
■ . . • • • • LOCK AND LOAD EX FENCE FIRE HYDRANT 12» W = ' �� 0 c� ' .I I{ 6" E PVC=377.07
0
ADS 376.65
RETAINING WALL ASSEMBLY (TYP) '12.„ ., W ADS=377.02
0 10' 20' 40' - o-- `� 41 `i 12 E ADS=376.65
/C'7 o-- .•^7 �e�. 8" WATER
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SSCO#4 F
Q 1 4....... i 2+27 2+97 0+22 •• a SSCO#6 �� ;�� 1
�\ - i L=32' _ 5 L=32' i ' 2" STORM
0+80........
■ IE=362.80 2 i IE=370.10 3 4 L-32 �,, IE=377.70 �I 3ag.- '
S=-10.24% 374.80 376.10 379.80 IE=373.80 383.70....... (10 6 L=32
I S=11.10% S=21.37% LOCK AND LOAD '.5=31.86% ``'1 IE=378.80
■
' RETAINING WALL 1 384.80 S=34.30% \� 8" WATER
-••
tiA
385
0
375
370
0
BEARING PAD
ELEVATION (TYP)
SEE SHEET 31
FOR CONTINUATION
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1 RECORD DRAWINGS AS BUILT TJS 10/10/22 BJT S"'m'm� sm LE: PLAN: 1 "=20'
NAD 198STICAL NAVD E%1991
PROF: H 1 "=20' HORIZONTAL
DESIGNED•
BENCHMARK
RK
V 1 "=5'
DATUM
FOUND PUNCHMARK IN 1Y4" BRASS
FOUND PUNCHMARK IN 1Y"
DRAWN:
RK
ONE INCH DATUM
DOME IN CONCRETE MONUMENT IN
BRASS DOME IN 4X4 0.4"
CHECKED:
BJT
AT FULL SCALE
HORIZONTAL DATUM: VERTICAL DATUM:
CASE 0.5„ BELOW GRADE OBSERVED
BELOW GRADE OBSERVED 37555
IF NOT ONE INCH
NAD 83/ 91 NAVD 88
N: 175866.55, E: 1319201.78
N: 175852.22, E: 1319809.82
N0. REVISION BY DATE APPR APPROVE D'
BJT
SCALE ACCORDINGLY
4y
�•
W5
375
370
0
•
355
wr�v
CALL BEFORE YOU DIG:
1-800-424-5555
.Aourt6k CITY OF
RENTON
Planning/Building/Public Works Dept.
1-[-J_I4
IL i ill, i
J Lil-
SITE MAP KEY PLAN
KEYNOTE:
QCONTRACTOR SHALL POTHOLE
EXISTING UTILITIES PRIOR TO
CONSTRUCTION AND VERIFY EXACT
ELEVATION. CONTACT ENGINEER IF
CONFLICT EXISTS.
UTILITY CROSSINGS
QIE 8" W=377.81
T/P 8" SS=368.57
SEWER NOTES:
1. SEWER PIPE SHALL BE 8" PVC SDR-35 UNLESS
NOTED OTHERWISE.
2. SIDE SEWERS ARE PRIVATE AND SHALL BE 6"
PVC SDR-35 ® 2.0% OR GREATER SLOPE.
3. SIDE SEWERS SHALL BE INSTALLED PER COR
STD. PLAN 406.1.
4. SIDE SEWERS SHALL BE CONSTRUCTED OF THE
SAME MATERIAL AS THE SEWER MAIN
5. ALL MANHOLES SHALL BE PER COR STD. PLAN
400.1
6. ALL MANHOLE FRAME AND COVER SHALL BE PER
COR STD. PLAN 401.1
7. HORIZONTAL SEPARATION BETWEEN SEWER AND
WATER SHALL BE A MINIMUM OF 10' AND 7' FOR
STORM.
F. TAL�
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
ASBUILT SEWER PLAN
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EDENFIELD (SUMPTER) SHORT PLAT
MAINVUE WA LLC
1110112TH AVE NE, SUITE 202
BELLEVUE, WA 98004
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10/10/2022
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SCALE: 1 "=20'
ASBUILT SEWER PLAN AND PROFILE - TRACT B
OF
EDENFIELDts
UMPTER, SHORTPLAT
EX
POWERRHEAD (TYP) A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M.
' CITY OF RENTON, KING COUNTY, WASHINGTON
EX OVERHEAD
EX FENCE CB TYPE 1 }, POWER (TYP)
RIM=373.66 ; x
/ N 18" D1=371.02 I III o
EX ILLUMINATION. G E 18" ADS=370.71 I III
`• ��;./ I.I. x x �
w ■
POLE ... (TYP) � '�'"' S 18" D1=370.47 EX FENCE LOCK AND LOAD
l�
''j' •x•3a4 x x-x-x-x-x-x-x-x-x-x- RETAINING WALL
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- fir ` .PROP 8" NE-364.66
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DATUM DOME IN CONCRETE MONUMENT IN BRASS DOME IN 4X4 0.4"
HORIZONTAL DATUM: VERTICAL DATUM: CASE 0.5" BELOW GRADE OBSERVED BELOW GRADE OBSERVED 37555
NAD '83/'91 NAVD '88 N: 175866.55, E: 1319201.78 N: 175852.22, E: 1319809.82 NO.
REVISION
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SITE MAP KEY PLAN a
KEYNOTE:
Q CONTRACTOR SHALL POTHOLE
EXISTING UTILITIES PRIOR TO
CONSTRUCTION AND VERIFY EXACT
ELEVATION. CONTACT ENGINEER IF
CONFLICT EXISTS.
UTILITY CROSSINGS:
QIE 12" SD=371.04
T/P 8" SS=365.64
QIE 18" EX SD=369.58
T/P 8" SS=365.47
SEWER NOTES:
1. SEWER PIPE SHALL BE 8" PVC SDR-35 UNLESS
NOTED OTHERWISE.
2. SIDE SEWERS ARE PRIVATE AND SHALL BE 6"
PVC SDR-35 0 2.0% OR GREATER SLOPE.
3. SIDE SEWERS SHALL BE INSTALLED PER COR
STD. PLAN 406.1.
4. SIDE SEWERS SHALL BE CONSTRUCTED OF THE
SAME MATERIAL AS THE SEWER MAIN
5. ALL MANHOLES SHALL BE PER COR STD. PLAN
400.1
6. ALL MANHOLE FRAME AND COVER SHALL BE PER
COR STD. PLAN 401.1
7. HORIZONTAL SEPARATION BETWEEN SEWER AND
WATER SHALL BE A MINIMUM OF 10' AND 7' FOR
STORM.
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ASBUILT SEWER PLAN AND PROFILE - ACCESS ROAD
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EDENFIELD (SUMPTER) SHORT PLAT
A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
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HORIZONTAL
0 10' 20' 40'
SCALE: 1 "=20'
VERTICAL
0 2.5' 5' 10,
SCALE: 1 "=5'
SEWER NOTES:
1. SEWER PIPE SHALL BE 8" PVC SDR-35 UNLESS
NOTED OTHERWISE.
2. SIDE SEWERS ARE PRIVATE AND SHALL BE 6"
PVC SDR-35 ® 2.0% OR GREATER SLOPE.
3. SIDE SEWERS SHALL BE INSTALLED PER COR
STD. PLAN 406.1.
4. SIDE SEWERS SHALL BE CONSTRUCTED OF THE
SAME MATERIAL AS THE SEWER MAIN
5. ALL MANHOLES SHALL BE PER COR STD. PLAN
400.1
6. ALL MANHOLE FRAME AND COVER SHALL BE PER
COR STD. PLAN 401.1
7. HORIZONTAL SEPARATION BETWEEN SEWER AND
WATER SHALL BE A MINIMUM OF 10' AND 7' FOR
STORM.
scALE PLAN: 1 "=10' VERTICAL: NAw 19r18
PROF: H 1 "=20' HORIZONTAL: NAD 1983/1991
V1 "=5'
ONE INCH DATU M
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
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RENTON
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DocuSlgn Envelope ID 345B681D-914F4F2D-AB59-7C192D3B78A3
ASBUILT SEWER DETAILS
OF
EDENFIELD �SUMPTER) SHORT PLAT
A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
MANHOLE FRAME AND COVER
SEE STD PLAN 401
ADJUSTMENT RINGS AND MORTAR JOINTS
SEE NOTE 3
FIRS( STEP SHALL BE A MAXIMUM OF 18"
BELOW THE COVER
CONE (ECCENTRIC)
STEPS - POLYPROPYLENE STEPS
SHALL BE INCLUDED
RUBBER GASKETED JOINTS SEE NOTE 5
IF REQUIRED, LADDER -POLYPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAX PIPE SIZE - 'E'
SHELF AND CHANNEL SHALL BE
3000 PS1 CONCRETE
PRECAST BASE SECTION
OR CAST IN SHELF
COMPACTED SUBGRADE WITH 6"
CRUSHED ROCK OR ADDITIONAL
NOT TO SCALE
MA-ERIAL SUITABLE TO
SUPPORT STRUCTURE
A'
'8'
'C' I
'D'
'E'
48" MH
48"
6" MIN.
5"MIN
24" MIN.
21" ID
54" MH
54
1
8" MIN
5 b" MIN
24" MIN
24" 1 D
60" MH
60"
8" MIN
6" MIN
42" MIN
30" 1 D
NOTES,
1 STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED
2 MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE IN CONFORMANCE WITH ASTM C-478.
3 ADJUSTMENT OF THE CASTING TO GRADE SHALL BE PER STD PLAN 106 THE USE OF SHIMS IS PRO-11 ITED.
SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
FACTORY-COA-ED (SEALED) WITH A HIGH SOLIDS URETHANE COATING, WASSER MC-SHIELDCOAT '00 OR
APPROVED EQUAL. CO -OR OF COATING SHALL BE WHITE
5 RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443
6 CHANNEL WIDTH AND -IECHT SHALL EQUAL THE INSIDE DIAMETER OF THE LARGEST PIPE
7 CONNECTIONS TO MANHOLE SHALL BE MADE USING KOR-N-SEAL BOOTS OR APPROVED EQUAL
8 IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISHED GRADE OR MUST HAVE AN AT -GRADE, MINIMUM 2'-WIDE CONCRETE WNG POURED ARDJNi7
THE COVER IN PAVED AREAS, COVER MUST SLOPE TO MATCH PAVING.
9 MANHOLES OVER 20' DEEP SHALL BE A MIN MUM OF 60" IN DIAMETER
STD. PLAN - 400.1
•n PUBLIC WORKS -sppIl d v
'!C DEPARTMENT STANDARD SANITARY MANHOLE 26/202
Martin Pastuci��
PkNOTTE
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ACOVER PER STD PLAN 401
SEAL WITH AR 4000 OR APPROVED
EQUAL AND DRY SAND AFTER PLAN
PATCHING
TUTS
OUTSIDE DIAMETER OF
(SEE NOTE 9) ADJUSTMENT RNG AND Y SEE NOTE 2
X I BOTTOM OF FRAME
MORTAR JOINT(S) (3/8" MIN -2" MAX) ADJUSTMENT RING (1" MIN.) SEE
SEE NOTE 3 AND SPECIAL PROVISION NOTE 6.
SECTION A -A
NOT-
1 REMOVE PAVEMENT AND BASE MATERIALS FORA DISTANCE 5- CONSTRUCTION AND ADJUSTMENT" SHALL BE PERFORMED
WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS ONE ONLY BY A JOURNEYMAN MASON.
FOOT (MIN ) ADJUST CASTING FRAME TO PAVEMENT
SURFACE USING RISER RINGS AND MORTAR. 6. ADJUSTMENT OF THE FRAME TO GRADE SHALL BE
ACCOMPLISHED WITH ADJUSTMENT RINGS AND MORTAR ONLY
2. REPLACE EXCAVATED MATERIAL WITH A MINIMUM Or a, or THE USE OF SHIMS IS PROHBRED.
HMA CLASS j PG 64.22 (OR TO A DEPTH THAT IS Y BELOW
THE BOTTOM OF THE UPPER ADJUSTMENT RING WHICHEVER 7. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY
IS GREATER) OR AS APPROVED BY THE ENGINEER. TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS
DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH
3. ADJUSTMENT RINGS AND FRAME SHALL BE FULLY BEDDED IN
MORTAR. MORTAR SHALL BE ASTM C270 FOR TYPE S 8. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN
VISIBLE UPON COMPLETION.
4 MORTAR SHALL BE MIXED AND APPLIED PER
MANUFACTURERS DIRECTIONS. 9 X= 1'4r MIN. TO 2'-6' MAX_ - PER ENGINEER'S INSTRUCTION
STD. PLAN - 106
• PUBLIC WORKS TYPICAL CONSTRUCTION G ,sovio
DEPARTNIENT AND ADJUSTMENT OF
MANHOLE RISERS
Utility Specifications
Sanitary Sewer Notes and Specifications
THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY.
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
I
shall be kept on site at all times during construction.
I
2. The hours of work in the street right of way shall be per City specifications on weekdays
I
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
i
public right of way.
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3. All locations of existing utilities shown are approximate and it shall be the contractor's
DO
responsibility to verify the true and correct location so as to avoid damage or
Y
disturbance.
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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
ai
the Public Works inspector 24 hours in advance of backfilling all construction.
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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.
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6. It shall be the responsibility of the contractor to obtain street use and any other related
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permits prior to any construction.
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7. Plans approved by the City of Renton, Public Works Department shall take precedence
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over all other plans.
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8. A copy of these approved plans must be on the job site whenever construction is in
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progress.
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9. The contractor shall provide the City of Renton with an as -built drawing of the sanitary
sewer system, which has been stamped and signed by a licensed professional engineer
a,
or licensed professional surveyor.
0
10. Backfill shall be placed equally on both sides of the pipe in layers with a loose average
6
depth of 6 inches, maximum depth of 8 inches, thoroughly tamping each layer to 95
percent of maximum density. These compacted layers must extend for one pipe
LO
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 described.
a)
a)
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11. Open cut road crossings for utility trenches on existing traveled roadway shall be
backfilled with crushed rock and mechanically compacted unless otherwise approved by
N
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BENCHMARK
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DATUM
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DOMEDIN CONCRETE MONUM NT IN
BRASS DOME�INARK 4X41 0.4
HORIZONTAL DATUM: VERTICAL DATUM: CASE 0.5" BELOW GRADE OBSERVED
BELOW GRADE OBSERVED 37555
NAD '83/'91 NAVD '88 N: 175866.55, E: 1319201.78
N: 175852.22, E: 1319809.82 N0. REVISION
DocuSign Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3
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 WSDOTlAPWA 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 19 122 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. SCR 35.
C900/C905 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
. PUBLIC WORKS
DEPARTMENT
STQ. PLAN - 413
WASTEWATER UTILITY °"'"�& r- -
Martin Pastuchao/26/2
STANDARD NOTES _
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1423
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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 V IE
elevations are noted on the plans. V
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 L
of construction.
a)m--+
14, All pipe and appurtenances shall be laid on a properly prepared foundation in : i
accordance with the standards and specifications of the City of Renton O
Planning/Building/Public Works Department and the latest edition of the WSDOT/APWA m
Standards and Specifications, as approved and modified by the City of Renton in the N .0
Renton Standard Plans & Specifications. This shall include necessary leveling of the W Z3
trench bottom or the top of the foundation material, as well as placement and O M
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 iii Q op N
pea gravel 6 inches above and below the pipe. dl (N
c Q IN
1.0
15, Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034, N � r
SDR 35, or ductile iron class 50, unless otherwise approved by the Wastewater Utility. 0) Lr7
I. � a-' N
16, In unimproved areas, manhole to extend minimum 6 inches and maximum 12 inches M 0 N C: Lo
above finished grade or must have minimum 2' diameter concrete ring poured at grade. m V QO ) �
In paved area, cover must slope in all directions to match paving. r
TJS
10/10/22
BJT
suwEYED:
SCALE:
N/A
DESIGNED.
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DRAWN:
RK
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CHECKED.BJT
BY
DATE
I APPR
�� BJT
VERTICAL NAw 1980
HORRONrAL' NAD 1983 1991
DATU M
CALL BEFORE YOU DIG:
1-800-424-5555
CITY OF
RENTON
Planning/Building/Public Works Dept.
S-418806
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
ASBUILT SEWER DETAILS
EDENFIELD (SUMPTER) SHORT PLAT
MAINVUE WA LLC
1110112TH AVE NE, SUITE 202
BELLEVUE, WA 98004
M
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❑ucuSlgn Envelope ID 345B58lD-914F•4F213-AB59-7C192D3B7BA3
BOLTHOLES - 3 PLCS
EQUALLY SPACFII 120'
APART [IN 23 1/16' (586mrr)
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COVER BOTTOM VIEW
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5f9'-11 x 15 SS
RUBBER MASHER
71t�n
BOLTING DETAIL
1 /+4'
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GASKET GROOVE DETAIL
[867rkm] NOTES
FRAME SECTION VIEW I A-L FRAME AND COVER ASSEMBLIES SHALL HAVE
A LOCKING UD PER EAST J❑ROAN IRON WORKS
INC PRODUCT No 00371572 OR EQUAL,
2 USE FRAME AND COVER FOR SANITARY (SPECIFY
"SEWER")
STD. PLAN - 401.1
All PUBLIC WORKS SEINER MANHOLE FRAME AND COVER `'Iq-Rj in—�
L]EPARTl1AENT (CITY -GINNED) Martin Prastucff9`j"'
" .', ui;Ljp99M96. DATE
ASBUILT SEWER DETAILS
OF
EDENFIELD (SUMPTER) SHORT PLAT
A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
1 12:'
BENCHMARK
FOUND PUNCHMARK IN Y4„ BRASS FOUND PUNCHMARK IN 1Y"
DATUM DOME IN CONCRETE MONUMENT IN BRASS DOME IN 4X4 0.4"
HORIZONTAL DATUM: VERTICAL DATUM: CASE 0.5" BELOW GRADE OBSERVED BELOW GRADE OBSERVED 37555
NAD '83/'91 NAVD '88 N: 175866.55, E: 1319201.78 N: 175852.22, E: 1319809.82 N0.
CocUSigii Envelope 10 345i3681Q-914f-4F2D-AE459-FC:1;.321131878A3
r--- T---__---_--,I
EX. SEWER MAIN + 1 I -
a I I I
i I PROPERTY LINE
�SPOOL i I xF.
(LENGTH AS HEEDED) i 3'-0" MIN 5" SEWER STUB
I 1 I
I it
I 1
1
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$EIY�R MAIN TEE Y 6" TEE i l
+ SiCEWALF4
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COUPLINGS TYP +
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BEND AS----_
REOUIgED ,
EXISTING SANITARY
SEWER AGAIN
\-fi" SEWER STUB
SEWER MAIN SIZE x 6" TEE
FUTURE 4" SICE SEWER
IdC--_--------�
2"rt 4" STUD MARKING POSt PAINTED
6'• CAP WHITE W174 THE WORD "SEKR" ST1 NCII_ED
IN 3" HIGH BLAr~r{ LET-1 AND #6 WIRE
WRAPPED AROUND THE STUD AND
EXTENDED TO THE TOP OF Trill STUD
6"X6_X5" SURFACE CLEANOUT WITH CAST IRON RING AND COVER
(EAST 3ORDAN IRON WORKS PRODUCT NO OD367502 OR
APPROVED EQUAL. SPECIFY 'SEWER" ON Il
CLEANOUT TO BE CENTEREC I" A 2'x2" CONCRETE P4D
CONCRETE PAD TO 9E B' IN Cill
NtLIRE ' S1)In SEWER
fi"kfi"k6� hYE 4
FUTURE 6"m 4" REDUCER
ACCEPTABLE PROCEDURES FOR SIDE SEWER WNNECTIONS TO EXISTING SEWER MAIN
A VITR+FIED CLAY MAIN - CU- .N A NEW PVC "TEE" USING 'STRONG -RACK' FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL},
B CONCRETE MAIN - CUT IN A NEW PVC "TEE_ USING 'STRONG-lil 4" FLEMULE COUPLINGS (FERNGO OR APPROVED EQUAL)
C PVC do C90G PVC MAIN - CUT IN NEW TEE USING RICK COUPLINGS OR CORE-ORILLEI) WITH A ROMAC SADDLE
(OR APPROVED EQUAL)
0, DUCTILE IRON MAIN - CORE-DRILLEID MATH A ROMAG SADDLE (OR APPROVED EQUAL)
E LINED MAIN - CONNECTION TO SEWER MAINS THAT HAVE OLEN LINED (CIRP, ETC ), CUT IN A NEW Pvc "TEE" U5[l
"STRONG -SACK" FLEXIBLE COUPLINGS (FERNCC OR APPROVED EQUAL),
F HDPE - CORE -DRILLED WITH A RprrnC SADDLE •'INSERTA-TEE- MAY BE USED ON SEWER MAINS 12' D+AMETER OR LARGER
C MAAIHULE CONNECTION - ALi CONNfOTrOPlS TO MANHOLES Sl BE AT MANOFACTURED KNOCK -OUTS OR THE STRUCTURE
SHALL BE CORE -DRILLED AND 0SE KOR-1 800TS OR APPROWD EQUAL
NOTES.
1 PRIOR TIC i�4sTALL1L-lON OF A SANITARY SEWER S7U6, A SIDE SEWER STuB PERMIT MUST BE PURCHASED FROM THE CITY OF
RENTON PUBLIC WORKS DEPARTMENT
2 UNLESS OTHERWISE S24OWN ON PLAN. SIPE SEWER SHALL HAVE A MINIMUM 2 5' COVER AT PROPERTY uN€ OR 3-5' LOWFAi
THAN THE LOWEST MOUSE ELEVATION, WHICHEVER 15 LOWER
3 SIDE SEWERS Sl HAVE A MINIMUM 2 % SLOPE UNLESS APPROVED BY THE PUBLIC WORi4S INSPECTOR
A FOR INSPECTION OF THE 5117E SEWER STL'-3, CALL 24 HouRS IN A-DYANCE, THE INSPECTION PHONE NUMBER IS ON THE SrDE
SEKR STUB PERMIT SITE MUST BE READY FOR IN5PECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT
THE APPOINTED w DID NOT BACKFILL THE TREl UNTIL APPROVAL IS GrVEN BY THE INSPECTOR
5 ALL TREHCHI RESTORAPON FOR SIDE SEWERS IN THE PUBLIC RICHT-OF-4AY SHALL CONFORM TO STANDARD l 110 OR 1102
6 rtE 516E SOWER STUB S��ALL HAVE PIPE BEDDING IN ACCORAANCS &T1+ 51ANIl PLAN ;OS
7 ALL SIDE SEWER STUBS SHALL BE INSTALLED BY A CONTRACTOR ICENSFD ANO 01)NDEC IN THE STATE OF WASHIOGTON
510E SEWER STUB�a� STD. PLAN -406.1
s PUBLIC WORKS APaaOVFPgn.ed
ii DFPARTMENT INSTALLATION Martin PastUeh@I/261202
{SEWER MAIN TO PROPERTY LINE}—II%as,,.ususe
r.ol, Ham.. ti." PATE
RECORD DRAWINGS AS BUILT
REVISION
TJS 110/10/221 BJT I
1 12:
N/A
ONE INCH
AT FULL SCNE
IF NOT ONE INCH
SCALE ACCORDINGLY
DocuSlgn Envelope IU 345#1581 D-9141--41 2D-AB59-7C192D3B7BA3
[—W (SEE NOTE 7)—k LIMITS OF PIPE ZONE
BEDDING MATERIAL FOR /
SANITARY SEWER PIPE
(SEE NOTE 5)
FOUNDATION LEVEL � • 1
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 fNSTALJ_ATION SHALL BE PER SECTION 7-08 OF THE
STANDARD SPECIFICATIONS
5 PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)
C>= THE STANDAPID SPECIFICATIONS
6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
LINE IS MAINTAINED
7 TRENCH MOTH SHALL BE PER SECTION 2-09.4 OF THE
STANDARD SPECIFICATIONS.
STD. PLAN - 405
PuaLIC WORKS PIPE BEDDING
IL ;F% AV DEPARTMENT FOR SANITARY SEWERS Martin PastuCW26I202
FLwc.a1 wDaaA-0an DATE
VERTIGII_ NAVD 1
HORIZONTAL: NAD 1983 1991
DATU M
CALL BEFORE YOU DIG:
1-800-424-5555
CITY OF
RENTON
Planning/Building/Public Works Dept.
12:
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
ASBUILT SEWER DETAILS
EDENFIELD (SUMPTER) SHORT PLAT
MAINVUE WA LLC
1110112TH AVE NE, SUITE 202
BELLEVUE, WA 98004
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