HomeMy WebLinkAboutS-433001SE 114 SEC TION 3, TO WNSHIP 23 N, RANGE 5 E, W.M.
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8"PVC �0 FG _450. 60 FG 4�. 30 FG 453.10 FG 454.80 FG 455. 60
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NEW 8 /E /N 429.60 (SW) �hl
EX. 8" lE /N 429.53 (W) C, t
EX. 8" lE OUT 429.50 (N) -.� c 1 4 S 11+ SSMH 2. 3 48
54 LF 8" PVC ® 1.32X-1 v RIM 442.79
lE /N 434.79 (SW)
SSMH 6.678E SSMH OUT 434.69 (N)
1. STA. 10+45.13, RIM: 443.31 . 4
" RIM 438.41 3"PVC(W):432.13 9 6 /
8 /E /N 430.41 (S) 8"PVC(S): 431.91
8" lE OUT 430.31 (NE) 3"PVC(E):431.86
FG 443.60
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FOUND MONUMENT AS NOTED
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FOUND CORNER MONUMENT AS NOTED
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Call 2 Working Days Before You Dig
811
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WOOD FENCE
WI F
WIRE FENCE
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BARBWIRE FENCE
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DECIDUOUS TREE
EVERGREEN TREE
SANITARY SEWER LINE
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OVERHEAD POWER
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UNDERGROUND POWER
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UNDERGROUND WATER
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STA. 16+50.04' 38.97' L �L
R/M 461.67 10
8" lE /N 453.67 (W)
8" lE OUT 45J.57 (N)
TRACT B
UTILITIES, FIRE ACCESS
& PEDESTRIAN ACCESS
4,616 S. F.
31+00
13
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TRACTA i I� 5.00' I
PUBLIC
RECREATION I SEWER
5,684 S.F. EASEMENT
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35:
_ - �66 l I I FG 46710
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- - SSMH 6 48"
STA. 17+36.63, 75.91 ' R 10.00'
RIM 468.11 PRI VA TE
6" /E /N 460.11 (SW) SEWER
8" lE OUT 460.01 (E) EASEMENT
I
D.R. STRONG 1
CONSUL TING ENGINEERS 2
ENGINEERS PLANNERS SURVEYORS
620 - 71h AVENUE KIRKLAND, WA 98033
04258273063 F 425.827.2423
N0.
SAN/ TAR Y SEWER STUB TABLE
LOT STA77ON FG 1E ® MAIN 1E ® END LENGTH SLOPE
1 0+45 443.60 433.05 437.60 39 11.679
2 0+39 446.60 437.91 440.60 44 6.119'
3 0+ 12 450.60 442.67 444.60 42 4.609
4 0+38 452.30 443.34 446.30 43 6.887
5 0+88 454.10 444.65 44& 10 43 8.029
6 1+38 454.80 445.96 448.80 43 6.609
7 1+88 456.50 447.27 450.50 43 7.51%
8 0+07 457.30 448.65 451.30 43 6.169'
9 0+57 459.00 449.77 453.00 42 7.697
10 1+07 459.80 450.89 453.80 43 6.779
11 0+99 45710 458.07 461.10 29 10.459
12 0+71 465.10 456.81 459.10 47 4.879
13 0+32 464.90 455.10 458.90 54 7.047
14 1 +36 460.40 451.55 454.40 34 8.389'
15 0+83 459.10 450.34 453.10 35 7.897
16 0+33 458.30 449.22 452.30 35 &809
17 2+ 13 456.60 447.94 450.60 35 7607
18 1 +69 455.80 446.79 449.80 35 & 609
19 1 + 13 454.10 445.32 44& 10 34 8.187?
20 0+63 453.30 444.01 447.30 34 9.689'
21 0+19 451.60 442.85 445.60 34 8.099
22 0+47 449.30 438.55 443.30 33 14.3990
1. STATION IS TO NEAREST DOWNSTREAM MANHOLE
2. IE @ END IS AT STUB END
SEWER MANHOLE NOTES:
SEWER MANHOLES PER COR STD PLAN 400.1
MANHOLE FRAME AND COVER PER COR STD PLAN 401
CITY COMMENTS (03.11
CITY COMMENTS (06.21,
REVISION
BD 04.02.251 YLP SURVEYED:
JGR
BD 07.03.25 YLP DESIGNED:
BD
DRAWN:
PHB
CHECKED:
YLP
BY DATE APPR I APPROVED:YLP
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
UTILITY CROSSING NOTE:
k
0
0 \ 32+36.17
}
12
FG 465.10
I
77 I
FG 471.10
I o
N
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND
DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY
POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR
TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 811 AND THEN POTHOLING
ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY
VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON
THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT
TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT D.R.
STRONG CONSULTING ENGINEERS, LLC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING
WITH CONSTRUCTION.
NO TES.-
1. ALL TRENCH RESTORATION WITHIN THE CITY OF RENTON R.O.W. SHALL
BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND
STREET OVERLAY DETAIL. PER SECTION 7 REQUIREMENT FOR PATCHING,
OVERLAY, OVERLAY WIDTHS, TRENCHES (ROAD CROSSINGS). IF THE
OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (3) OF ANY
ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED
WILL BE REPAVED.
2. REFER TO C12 FOR UTILITY CROSSINGS
3. EACH PARCEL WILL NEED A COVENANT TO ANNEX.
4. COORDINATE KING COUNTY TO ENSURE PUBLIC SEWER AND PRIVATE
SEWER EASEMENT TO BE RECORDED PRIOR TO THE CLOSE OUT AND THE
FINAL PLAT RECORDING.
SIDE SEWER NOTES:
1. SIDE SEWER LINES SHALL BE INSTALLED A MINIMUM OF 8 FEET INTO EACH LOT.
2. MINIMUM SIDE SEWER SLOPE IS 2.00%
3. MINIMUM SIDE SEWER DEPTH IS 5 FEET FROM FINISHED FLOOR.
4. IN UNPAVED AREAS, POUR 2-FOOT SQUARE CONCRETE (CLASS 3000) PAD AROUND
NORTH
GRAPHIC SCALE
0 20 40 80
1 INCH = 40 FT.
N
co
O
N
LJ
0
N
CLEANOUT RING AND COVER S-433001
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING Ar IL
��
yqi 08/07/2025 Q<
WASTEWATER UTILITY LU
jstowell 08/05/2025 r-j
DATE: V J
VERTICAL: NAVD 1988
83/1 - SO L E R RA 09.16.2024
C T Y OF HORIZONTAL: NAD 193/1991
FIELDBOOK:
RENTON SANITARY SEWER PLAN
PAGE:
• � DRAWING N0:
DATUM
Works Dept. 10823, 10815, 10824 145TH PL SE C6
RENTON, WASHINGTON 98059 SHEET:6 OF:12
DRS PROJECT NO. 23033
1. STATION IS TO NEAREST DOWNSTREAM MANHOLE
2. IE @ END IS AT STUB END
SEWER MANHOLE NOTES:
SEWER MANHOLES PER COR STD PLAN 400.1
MANHOLE FRAME AND COVER PER COR STD PLAN 401
CITY COMMENTS (03.11
CITY COMMENTS (06.21,
REVISION
BD 04.02.251 YLP SURVEYED:
JGR
BD 07.03.25 YLP DESIGNED:
BD
DRAWN:
PHB
CHECKED:
YLP
BY DATE APPR I APPROVED:YLP
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
UTILITY CROSSING NOTE:
k
0
0 \ 32+36.17
}
12
FG 465.10
I
77 I
FG 471.10
I o
N
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND
DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY
POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR
TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 811 AND THEN POTHOLING
ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY
VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON
THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT
TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT D.R.
STRONG CONSULTING ENGINEERS, LLC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING
WITH CONSTRUCTION.
NO TES.-
1. ALL TRENCH RESTORATION WITHIN THE CITY OF RENTON R.O.W. SHALL
BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND
STREET OVERLAY DETAIL. PER SECTION 7 REQUIREMENT FOR PATCHING,
OVERLAY, OVERLAY WIDTHS, TRENCHES (ROAD CROSSINGS). IF THE
OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (3) OF ANY
ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED
WILL BE REPAVED.
2. REFER TO C12 FOR UTILITY CROSSINGS
3. EACH PARCEL WILL NEED A COVENANT TO ANNEX.
4. COORDINATE KING COUNTY TO ENSURE PUBLIC SEWER AND PRIVATE
SEWER EASEMENT TO BE RECORDED PRIOR TO THE CLOSE OUT AND THE
FINAL PLAT RECORDING.
SIDE SEWER NOTES:
1. SIDE SEWER LINES SHALL BE INSTALLED A MINIMUM OF 8 FEET INTO EACH LOT.
2. MINIMUM SIDE SEWER SLOPE IS 2.00%
3. MINIMUM SIDE SEWER DEPTH IS 5 FEET FROM FINISHED FLOOR.
4. IN UNPAVED AREAS, POUR 2-FOOT SQUARE CONCRETE (CLASS 3000) PAD AROUND
NORTH
GRAPHIC SCALE
0 20 40 80
1 INCH = 40 FT.
N
co
O
N
LJ
0
N
CLEANOUT RING AND COVER S-433001
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING Ar IL
��
yqi 08/07/2025 Q<
WASTEWATER UTILITY LU
jstowell 08/05/2025 r-j
DATE: V J
VERTICAL: NAVD 1988
83/1 - SO L E R RA 09.16.2024
C T Y OF HORIZONTAL: NAD 193/1991
FIELDBOOK:
RENTON SANITARY SEWER PLAN
PAGE:
• � DRAWING N0:
DATUM
Works Dept. 10823, 10815, 10824 145TH PL SE C6
RENTON, WASHINGTON 98059 SHEET:6 OF:12
DRS PROJECT NO. 23033