HomeMy WebLinkAboutAPPROVED_C23006099_Grant_DC3EXIST STORM DRAINAGE STRUCTURE TABLE
ID
CB #2
CB #3
CB #4
EX SDMH-1
EX. CB #1
EX.CB #6
EX.CB #7
EX.CB #8
EX.CB #9
EX.CB #10
DESCRIPTION
TYPE I GRATE
TYPE I GRATE
TYPE I GRATE
TYPE II-SOLID LID
TYPE I GRATE
TYPE I GRATE
TYPE I GRATE
TYPE I GRATE
TYPE I GRATE
TYPE I GRATE
RIM ELEV
EL 307.56
EL 309.41
EL 340.60
EL 294.51
EL 306.95
EL 345.08
EL 354.82
EL 303.51
EL 315.69
EL 319.95
PIPE INVERT
12" (W) CPEP IE=303.89
12" (E) CPEP IE=303.89
12" (N) IE=303.89
12" (W) CPEP IE=305.00
12" (NW) CPEP IE=337.92
12" (E) CMP IE=286.71
12" (W) EX CMP IE=286.61
12" (N) EX CMP IE=290.01
12" (NE) EX CMP IE=290.16
12" (SE) EX CMP IE=287.21
12" (E) CPEP IE=302.54
12" (N) CPEP IE=302.54
12" (NW) CPEP IE=341.60
12" (E) CPEP IE=341.60
12" (W) CPEP IE=349.02
12" (E) CPEP IE=300.63
12" (S) CPEP IE=300.63
12" (E) CPEP IE=312.18
12" (W) CPEP IE=312.18
12" (E) CPEP IE=315.99
12" (W) CPEP IE=315.99
STATION
OFFSET
9+92.54
8.764L
9+80.14
8.685L
6+00.30
10.703L
3+14.80
5.016L
10+09.06
10.824L
5+45.00
14.654L
1+18.16
0.970L
0+82.63
9.047L
1+64.76
9.050L
2+51.50
9.019L
EXIST STORM DRAINAGE STRUCTURE TABLE
ID
SDCB-T1
SDMH-T2.1
SDMH-T2.2
DESCRIPTION
CB-TYPE 1
SDMH TYPE 2
SDMH TYPE 2
RIM ELEV
EL 307.41
EL 307.91
EL 313.98
PIPE INVERT
12" (SW) EX CMP IE=303.06
12" (NE) RCP IE=303.24
12" (NW) EX CMP IE=302.95
12" (NE) EX CMP IE=302.95
12" (SW) RCP IE=303.63
STATION
OFFSET
10+24.68
32.114L
10+46.92
33.577L
9+89.49
28.654L
DRAIN
1ST FF=
316.73
2ND FF=
326.08
1ST FF=
317.77
2ND FF=
328.08
1ST FF=
318.35
2ND FF=
328.08
1ST FF=
318.91
2ND FF=
328.08
1ST FF=
320.0
2ND FF=
330.08
1ST FF=
322.61
2ND FF=
331.85
1ST FF=
324.61
2ND FF=
333.77
1ST FF=
331.59
2ND FF=
341.57
1ST FF=
330.35
2ND FF=
340.19
1ST FF=
325.70
2ND FF=
335.27
1ST FF=
325.95
2ND FF=
335.27
1ST FF=
327.35
2ND FF=
336.77
1ST FF=
323.80
2ND FF=
333.95
1ST FF=
324.02
2ND FF=
333.95
1ST FF=
325.81
2ND FF=
337.00
1ST FF=
333.31
2ND FF=
343.03
1ST FF=
333.44
2ND FF=
343.03
1ST FF=
334.94
2ND FF=
344.56
1ST FF=
331.80
2ND FF=
341.55
1ST FF=
331.80
2ND FF=
341.55
1ST FF=
333.47
2ND FF=
343.08
1ST FF=
348.19
2ND FF=
357.98
1ST FF=
349.75
2ND FF=
359.52
1ST FF=
351.13
2ND FF=
361.03
1ST FF=
352.61
2ND FF=
362.52
1ST FF=
354.23
2ND FF=
364.01
1ST FF=
348.25
2ND FF=
357.99
1ST FF=
349.53
2ND FF=
359.48
1ST FF=
350.87
2ND FF=
360.98
1ST FF=
352.46
2ND FF=
362.52
1ST FF=
353.96
2ND FF=
364.01
1ST FF=
314.90
2ND FF=
324.73
1ST FF=
315.92
2ND FF=
325.92
1ST FF=
316.10
2ND FF=
325.92
1ST FF=
316.60
2ND FF=
325.92
1ST FF=
317.57
2ND FF=
327.57
BUILDING #2 BUILDING #3
BUILDING #4
BUILDING #5
BUILDING #6BUILDING #7
BUILDING #8
BUILDING #1
30'
30'
30'
30'
N 89°09'24" E
544.71'
15.SNAG
14.SNAG
14.SNAG
16.SNAG
0.4
2
9
%
@
2
5
0
.
0
7
'
(C
T
R
.
T
O
C
T
R
.
S
T
R
U
C
T
U
R
E
S
)
POWER
INDICATOR POST
634.09'
N89°09'24"E
15
8
.
0
0
'
N0
1
°
4
5
'
2
0
"
E
115.73'N89°09'29"EN0
0
°
5
0
'
3
6
"
W
21
.
3
2
'
EXIST STORM DRAINAGE STRUCTURE TABLE
ID
CB #2
CB #3
CB #4
EX SDMH-1
EX. CB #1
EX.CB #6
EX.CB #7
EX.CB #8
EX.CB #9
EX.CB #10
DESCRIPTION
TYPE I GRATE
TYPE I GRATE
TYPE I GRATE
TYPE II-SOLID LID
TYPE I GRATE
TYPE I GRATE
TYPE I GRATE
TYPE I GRATE
TYPE I GRATE
TYPE I GRATE
RIM ELEV
EL 307.56
EL 309.41
EL 340.60
EL 294.51
EL 306.95
EL 345.08
EL 354.82
EL 303.51
EL 315.69
EL 319.95
PIPE INVERT
12" (W) CPEP IE=303.89
12" (E) CPEP IE=303.89
12" (N) IE=303.89
12" (W) CPEP IE=305.00
12" (NW) CPEP IE=337.92
12" (E) CMP IE=286.71
12" (W) EX CMP IE=286.61
12" (N) EX CMP IE=290.01
12" (NE) EX CMP IE=290.16
12" (SE) EX CMP IE=287.21
12" (E) CPEP IE=302.54
12" (N) CPEP IE=302.54
12" (NW) CPEP IE=341.60
12" (E) CPEP IE=341.60
12" (W) CPEP IE=349.02
12" (E) CPEP IE=300.63
12" (S) CPEP IE=300.63
12" (E) CPEP IE=312.18
12" (W) CPEP IE=312.18
12" (E) CPEP IE=315.99
12" (W) CPEP IE=315.99
STATION
OFFSET
9+92.54
8.764L
9+80.14
8.685L
6+00.30
10.703L
3+14.80
5.016L
10+09.06
10.824L
5+45.00
14.654L
1+18.16
0.970L
0+82.63
9.047L
1+64.76
9.050L
2+51.50
9.019L
EXIST STORM DRAINAGE STRUCTURE TABLE
ID
SDCB-T1
SDMH-T2.1
SDMH-T2.2
DESCRIPTION
CB-TYPE 1
SDMH TYPE 2
SDMH TYPE 2
RIM ELEV
EL 307.41
EL 307.91
EL 313.98
PIPE INVERT
12" (SW) EX CMP IE=303.06
12" (NE) RCP IE=303.24
12" (NW) EX CMP IE=302.95
12" (NE) EX CMP IE=302.95
12" (SW) RCP IE=303.63
STATION
OFFSET
10+24.68
32.114L
10+46.92
33.577L
9+89.49
28.654L
GRANT CIRCLE S.E.
(PRIVATE ALLEY)
GRANT CIRCLE S.E.
(PRIVATE ALLEY)
1.5' ROW DEDICATION
1+92.45, 0.54' LT
TOP=312.84
IE IN 305.28 (N)
IE IN 305.28 (E)
IE OUT 305.18 (SW)
EX.SSMH #3 , 48" STANDARD MANHOLE
5+26.31, 1.13' LT
TOP=336.56
IE IN 328.75 (NE)
IE OUT 328.65 (W)
EX.SSMH #4 , 48" STANDARD MANHOLE
5+68.43, 1.16' LT
TOP=341.84
IE IN 332.81 (N)
IE OUT 332.76 (SW)
EX. SSMH #5, 48" STANDARD MANHOLE
7+09.33, 0.46' RT
TOP=354.13
IE OUT 343.49 (W)
EX.SSMH #7 , 48" STANDARD MANHOLE
5+51.20, 13.30' LT
TOP=345.05
IE IN 335.16 (E)
IE OUT 335.16 (S)
EX.SSMH #6, 48" STANDARD MANHOLE
4+39.48, 0.00' T
TOP=335.10
IE OUT 326.75 (W)
EX.SSMH #9, 48" STANDARD MANHOLE
1+25.41, 0.00' T
TOP=313.68
IE IN 306.30 (E)
IE OUT 306.20 (S)
EX.SSMH #8, 48" STANDARD MANHOLE
5'
EX. 96LF 8" PVC @ 8.64%
EX
.
4
3
L
F
8
"
P
V
C
@
5
.
4
6
%
EX.
4
2
L
F
8
"
P
V
C
@
9
.
5
2
%
EX. 333LF 8" PVC @ 7.02%
EX
.
1
2
5
L
F
8
"
P
V
C
@
0
.
7
4
%
EX. 314LF 8" PVC @ 6.51%
3.8'3.0'
5'
IE 306.62
POC RIM=314.69
IE 309.72
POC RIM=316.25
IE 312.57
POC RIM=319.15
IE 308.26
POC RIM=315.68
IE 310.90
POC RIM=317.04
IE 315.24
POC RIM=322.61
IE 319.33
POC RIM=325.88
IE 322.52
POC RIM=330.62
IE 325.00
POC RIM=331.81
IE 326.05
POC RIM=334.88
IE 324.24
POC RIM=333.56
IE 323.68
POC RIM=333.15
IE 322.13
POC RIM=331.81
IE 319.22
POC RIM=327.30
IE 317.06
POC RIM=325.91
IE 310.49
POC RIM=318.73IE 308.90
POC RIM=317.78
IE 307.62
POC RIM=316.74
IE 317.27
POC RIM=326.05
IE 315.45
POC RIM=324.71
IE 312.31
POC RIM=320.04
IE 310.85
POC RIM=319.01
IE 317.48
POC RIM=324.40
IE 317.14
POC RIM=324.12 IE 323.96
POC RIM=331.80
IE 326.66
POC RIM=333.44
IE 337.07
POC RIM=347.91
IE 337.06
POC RIM=348.21
IE 339.49
POC RIM=349.98
IE 340.07
POC RIM=350.92
IE 341.80
POC RIM=352.57
IE 343.38
POC RIM=354.22
IE 343.31
POC RIM=354.01
IE 341.75
POC RIM=352.57
IE 339.99
POC RIM=350.86
IE 339.25
POC RIM=349.73
54LF 8
"
P
V
C
C
9
0
0
@
0
.
5
7
%
1
2
9
L
F
8
"
P
V
C
C
9
0
0
@
1
.
3
8
%
W / SLIP-RESISTANT LID
0+03.29, 0.00' T
TOP=310.37
IE IN 303.02
IE IN 303.02
IE OUT 302.92
SSMH #1, 48" STANDARD MANHOLE
1+25.98, 0.00' T
TOP=307.17
IE IN 304.80
IE OUT 304.80
SSCO #1, 8" CLEANOUT
12LF 8" PVC C900 @ 0.59%
1+38.20, 0.00' T
TOP=307.74
IE IN 304.87
IE OUT 304.87
SSCO #2 , 8" CLEANOUT
5'
NOTES:
·FOR SEWER RIMS AND INVERTS SEE PROFILE ON SHEET C5.1
·FOR STANDARD SEWER MATERIALS AND DETAILS SEE CITY OF RENTON STANDARD DETAIL PLANS.
·18" MINIMUM VERTICAL SEPARATION BETWEEN WATER MAIN AND SEWER MAIN OR SIDE.
·ALL SEWER MAIN AND MANHOLES PROVIDED BY THE PROJECT ARE PUBLIC. SIDE SEWER AND STUBS ARE PRIVATE.
·ALL SEWER MAINS TO BE MINIMUM 8 INCH PVC.
·ALL UTILITIES SERVING THE SITE SHALL BE UNDERGROUND.
·A 15' SEWER UTILITY EASEMENT IS REQUIRED, EASEMENT SHALL BE CENTERED OF THE SEWER MAIN AND TO BE
PROVIDED AS A PART OF THE FINAL PLAT.
CONTRACTOR SHALL POTHOLE AND FIELD VERIFY VERTICAL AND HORIZONTAL LOCATION OF EXISTING HIGH PRESSURE
GAS LINE BEFORE INSTALLATION OF ALL NEW UTILITIES IN GRANT AVENUE SOUTH TO ASSURE THAT MINIMUM VERTICAL
AND HORIZONTAL SEPARATION CAN BE MAINTAINED. CONTRACTOR SHALL NOTIFY ENGINEER IF SEPARATION CANNOT BE
MAINTAINED IN ORDER TO DEVELOP ALTERNATE DESIGN.
CHECK ACTUAL SEPARATION IN FIELD.
PROPOSED LEGEND
GRASSCRETE ACCESS
ASPHALT PAVEMENT
CONCRETE PAVEMENT
PROPERTY BOUNDARY
EASEMENT LINE
ROW DEDICATION
PROPOSED SEWER MANHOLE
PROPOSED SEWER MAIN
ph 206.890.8291
4715 142nd Pl. SW #B,
Edmonds, WA 98026
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M.
GRANT PLACE TOWNHOMES
6/2/2026
R
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ERE D
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A WFO
.
SAHI
I N
REE
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RR
Know what's below.
Call before you dig.
FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY,
BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE
CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD
VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING
UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE
PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE
PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF
FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES.1 PER CITY COMMENTS DAF 04/04/24
2 PER CITY COMMENTS DAF 05/21/24
3 PER CITY COMMENTS DAF 07/29/24
4 PER CITY COMMENTS DAF 08/26/24
5 PER CITY COMMENTS DAF 08/13/25
6 PER CITY COMMENTS DAF 06/01/26
WW
P
-
2
7
-
4
2
9
0
GRANT PLACE TOWNHOMES
1600 GRANT AVE S RENTON, WA 98055
PARCEL 2023059052
SANITARY SEWER PLAN
GR
A
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A
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O
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C5
.
0
LU
A
2
3
-
0
0
0
2
8
3
C2
3
0
0
6
0
9
9
GR
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S-429001
PR
2
3
-
0
0
0
1
2
6
N
SEE SEPARATION NOTES
ON SHEET C4.0
SEE SEPARATION
NOTES ON SHEET C4.0
15' SEWER EASEMENT
CHECK ACTUAL
SEPARATION
IN FIELD
NOTE:
THE UTILITIES HAVE BEEN PARTIALLY UPDATED TO REFLECT AS-BUILT
CONDITIONS. ADDITIONAL AS-BUILT SURVEY REQIRED
TO OBTAIN INVERT ELEVATIONS ON STORM AND SANITARY SEWER.
PROPOSED IE AND RIM ELEVATION TAKES PRECEDENCE OVER
SURVEY DATA.
NTS
GRANT AVE S SSCO DETAIL
TO SSMH #1
FROM SSMH #3
8" PVC C900
8" PVC C900
8" 45° BEND
PVC C900
8" WYE
VERTICAL
PVC C900
SSCO #2
SEE DET. SHEET C5.2
AND PROFILE SHEET C5.1
SSCO #1
SEE DET. SHEET C5.2
AND PROFILE SHEET C5.1
NTS
GRANT AVE S SSCO PROFILE
SSCO #2
FROM SSMH #3
OUTFALL TO
TO SSMH #1
8" 45° BEND
PVC C900
8" PVC C900 8" WYE
VERTICAL
PVC C9008" WYE
HORIZONTAL
PVC C900
SSCO #1
PL
8" WYE
HORIZONTAL
PVC C900
PROPOSED SIDEWALK,
CURB AND GUTTER
PROPOSED SIDEWALK,
CURB AND GUTTER
lid to be bolt down. if
there is difficulty
procuring a "renton"
labeled slip resistant
lid we can accept
"sewer" in lieu
DEVELOPMENT ENGINEERING
msippo 06/05/2026
SSMH #1
8" IE IN 303.02 (NE)
8" IE IN 303.02 (NW)
8" IE OUT 302.92 (SW)
RIM EL 310.37
STA -0+03.29
1.
7
0
'
2.
3
9
'
0.
5
2
'
EX
EX
NEW
EX 12" SD
ADD ETHNOFOAM
PAD FOR SEPARATION
WITH SEWER
EX ROAD
GRADE
129LF 8" PVC C900 @ 1.38%
IN GRANT AVE S
CONDO
DRIVEWAY
ENTRANCE 2x
4
5
°
A
N
G
L
E
S
P
L
EX
CURB
SEWER SIDE IE
STA: 7+09.42
ELEV: 343.38
SEWER SIDE IE
STA: 7+08.77
ELEV: 343.31
SEWER SIDE IE
STA: 6+90.93
ELEV: 341.89
SEWER SIDE IE
STA: 6+89.95
ELEV: 341.81SEWER SIDE IE
STA: 6+70.15
ELEV: 340.10
SEWER SIDE IE
STA: 6+69.45
ELEV: 340.04
SEWER SIDE IE
STA: 6+33.76
ELEV: 336.95
SEWER SIDE IE
STA: 6+35.47
ELEV: 337.10
SEWER SIDE IE
STA: 6+61.58
ELEV: 339.36
SEWER SIDE IE
STA: 6+62.59
ELEV: 339.45
SEWER SIDE IE
STA: 4+71.55
ELEV: 324.81
SEWER SIDE IE
STA: 4+57.09
ELEV: 323.80
SEWER SIDE IE
STA: 4+36.30
ELEV: 322.35
SEWER SIDE IE
STA: 3+91.86
ELEV: 319.23
SEWER SIDE IE
STA: 3+65.32
ELEV: 317.39
SEWER SIDE IE
STA: 3+60.36
ELEV: 317.04
SEWER SIDE IE
STA: 3+33.34
ELEV: 315.14
SEWER SIDE IE
STA: 2+95.62
ELEV: 312.51
SEWER SIDE IE
STA: 2+71.72
ELEV: 310.83
SEWER SIDE IE
STA: 2+55.18
ELEV: 309.67
SEWER SIDE IE
STA: 2+10.57
ELEV: 306.55
SEWER SIDE IE
STA: 2+33.62
ELEV: 308.16
SEWER SIDE IE
STA: 4+95.33
ELEV: 326.48
2.
3
1
'
96LF 8" PV
C
@
8
.
6
4
%
SSCO #1
8" IE IN 304.80 (NE)
8" IE OUT 304.80 (SE)
RIM EL 307.17
STA 1+25.98
54LF 8" PVC C900 @ 0.57%
43LF 8" PVC @
5
.
4
6
%
42LF 8" PV
C
@
9
.
5
2
%
SEWER
EASEMENT
PA
R
C
E
L
#
3
2
6
0
6
0
0
0
0
0
P
L
E
P
L
EX.SSMH #3
8" IE IN 305.28 (N)
8" IE IN 305.28 (E)
8" IE OUT 305.18 (SW)
RIM EL 312.84
STA 1+92.45
EX.SSMH #4
8" IE IN 328.75 (NE)
8" IE OUT 328.65 (W)
RIM EL 336.56
STA 5+26.31
EX. SSMH #5
STA 5+68.43
8" IE IN 332.81 (N)
8" IE OUT 332.76 (SW)
RIM EL 341.84
EX.SSMH #6
STA 6+12.94
8" IE IN 335.16 (E)
8" IE OUT 335.16 (S)
RIM EL 345.05
EX.SSMH #7
8" IE OUT 343.49 (W)
RIM EL 354.13
STA 7+09.33
2.
4
4
'
2.
1
0
'
BLDG 4 & 5
LO
T
L
I
N
E
(
T
Y
P
)
BLDG 6
BLDG 7
BLDG 8
EX.CB #7
12" IE 349.02 (W)
RIM EL 354.82
EX.CB #6
12" IE 341.60 (E)
12" IE 341.59 (NW)
RIM EL 345.08
CB #2
12" IE 303.89 (W)
12" IE 303.89 (E)
12" IE 303.89 (N)
RIM EL 307.56
WATER 10" D.I.
GAS PIPE CROSSING
STA: 1+74.72
1.
9
0
'
333LF 8" PVC
@
7
.
0
2
%
2.
1
4
'
1.
9
6
'
1.
8
3
'
1.
6
4
'
1.
4
8
'
1.
4
1
'
1.
6
9
'
1.
7
5
'
2.
0
2
'
2.
2
4
'
2.
3
1
'
2.
3
6
'
2.
3
7
'
2.
2
9
'
2.
4
7
'
2.
5
0
'
ADD ETHNOFOAM
PAD FOR SEPARATION
WITH WATER
SSCO #2
STA 1+38.20
8" IE IN 304.87 (NE)
8" IE OUT 304.87 (SW)
RIM EL 307.74
12LF 8" PVC C900 @ 0.59%
SIDE SEWER IE
STA: 1+47.48
ELEV: 307.74
SIDE SEWER IE
STA: 1+67.10
ELEV: 309.02
SIDE SEWER IE
STA: 1+91.97
ELEV: 310.64
SIDE SEWER IE
STA: 1+97.44
ELEV: 310.99 SIDE SEWER IE
STA: 2+67.89
ELEV: 315.58
SIDE SEWER IE
STA: 2+92.91
ELEV: 317.21
SIDE SEWER IE
STA: 2+96.20
ELEV: 317.43
SIDE SEWER IE
STA: 3+25.62
ELEV: 319.34
SIDE SEWER IE
STA: 2+19.93
ELEV: 312.46
SIDE SEWER IE
STA: 3+70.18
ELEV: 322.23
SIDE SEWER IE
STA: 3+94.17
ELEV: 323.80
SIDE SEWER IE
STA: 4+30.84
ELEV: 326.18
EX. STORM CP
STA: 0+55.90
ELEV: 302.90
EX. SEWER IE
STA: 0+56.09
ELEV: 305.69
SIDE SEWER IE
STA: 4+02.65
ELEV: 324.35
125LF 8" PVC @ 0.74%
EX.SSMH #3
8" IE IN 305.28 (N)
8" IE IN 305.28 (E)
8" IE OUT 305.18 (SW)
RIM EL 312.84
STA 0+00.53
EX.SSMH #9
STA 4+39.48
8" IE OUT 326.75 (W)
RIM EL 335.10
EX.SSMH #8
8" IE IN 306.30 (E)
8" IE OUT 306.20 (S)
RIM EL 313.68
STA 1+25.41
STAIRS
90
°
A
N
G
L
E
BA
C
K
O
F
SI
D
E
W
A
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K
BA
C
K
O
F
SI
D
E
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A
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BLDG 1
BLDG 2
BLDG 3
3.
5
6
'
2.
4
4
'
4.
4
0
'
WATER 10" D.I.
EX.CB #9
12" IE 312.18 (E)
12" IE 312.18 (W)
RIM EL 315.69
EX.CB #10
12" IE 315.99 (E)
12" IE 315.99 (W)
RIM EL 319.95
EX.CB #11
12" IE 323.97 (E)
12" IE 323.97 (W)
RIM EL 327.12
EX.CB #12
12" IE 332.19 (W)
12" IE 332.19 (E)
RIM EL 335.01
EX. SEWER CP
STA: 0+10.90
ELEV: 305.99
EX. WATER IE
STA: 0+10.90
ELEV: 308.35
314LF 8" PVC
@
6
.
5
1
%
3.
2
4
'
2.
8
7
'
2.
7
8
'
3.
3
3
'
2.
6
7
'
3.
0
3
'
3.
1
6
'
3.
6
3
'
3.
9
0
'
4.
0
2
'
4.
4
3
'
- SSMH #1, 3, 4, 5, 6, 7, 8, 9 AND 10 PER C.O.R. STD. DTL. 400.1
- SSMH #2 PER C.O.R. STD. DTL. 400.2
- ALL MANHOLE FRAMES AND COVERS PER C.O.R. STD. DTL. 403.1
- ALL SEWER PIPES ARE PVC SDR35
- STATIONS ARE AS PER PIPE LENGTH
6/1/2026
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46937
ph 206.890.8291
P.O. 318
MUKILTEO, WA 98275
V: 1"=10' H: 1"=30'
GRANT CIRCLE SE (SOUTH SIDE)
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M.GRANT PLACE TOWNHOMES
6/1/2026
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46937
R
Know what's below.
Call before you dig.
FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY,
BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE
CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD
VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING
UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE
PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE
PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF
FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES.2 PER CITY COMMENTS DAF 05/21/24
3 PER CITY COMMENTS DAF 07/29/24
4 PER CITY COMMENTS DAF 08/26/24
5 PER CITY COMMENTS DAF 08/07/25
6 PER CLIENT AS-BUILT EX.WATER MAIN POTHOLING SURVEYDAF 09/11/25
7 PER CITY COMMENTS DAF 06/01/26
WW
P
-
2
7
-
4
2
9
0
GRANT PLACE TOWNHOMES
1600 GRANT AVE S RENTON, WA 98055
PARCEL 2023059052
SEWER PROFILES
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9
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S-429002
PR
2
3
-
0
0
0
1
2
6
V: 1"=10' H: 1"=30'
GRANT CIRCLE SE (NORTH SIDE)
DEVELOPMENT ENGINEERING
msippo 06/05/2026
ph 206.890.8291
4715 142nd Pl. SW #B,
Edmonds, WA 98026
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M.
GRANT PLACE TOWNHOMES
6/2/2026
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F
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GE SI
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A WFO
.
SAHI
I N
REE
NO
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RR
Know what's below.
Call before you dig.
FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY,
BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE
CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD
VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING
UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE
PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE
PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF
FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES.1 PER CITY COMMENTS DAF 04/04/24
2 PER CITY COMMENTS DAF 05/21/24
3 PER CITY COMMENTS DAF 07/29/24
4 PER CITY COMMENTS DAF 08/26/24
5 PER CITY COMMENTS DAF 08/13/25
6 PER CITY COMMENTS DAF 06/01/26
WW
P
-
2
7
-
4
2
9
0
GRANT PLACE TOWNHOMES
1600 GRANT AVE S RENTON, WA 98055
PARCEL 2023059052
SANITARY SEWER DETAILS
GR
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S-429003
PR
2
3
-
0
0
0
1
2
6
45 (1/8) BEND
OR WYE
(AS INDICATED IN PLAN)
DEVELOPMENT ENGINEERING
msippo 06/05/2026
ph 206.890.8291
4715 142nd Pl. SW #B,
Edmonds, WA 98026
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M.
GRANT PLACE TOWNHOMES
6/2/2026
R
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F
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I ANO EL
T
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GE SI
N
ERE D
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ATD
S
N
T
A WFO
.
SAHI
I N
REE
NO
T
RR
Know what's below.
Call before you dig.
FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY,
BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE
CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD
VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING
UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE
PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE
PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF
FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES.1 PER CITY COMMENTS DAF 04/04/24
2 PER CITY COMMENTS DAF 05/21/24
3 PER CITY COMMENTS DAF 07/29/24
4 PER CITY COMMENTS DAF 08/26/24
5 PER CITY COMMENTS DAF 08/13/25
6 PER CITY COMMENTS DAF 06/01/26
WW
P
-
2
7
-
4
2
9
0
GRANT PLACE TOWNHOMES
1600 GRANT AVE S RENTON, WA 98055
PARCEL 2023059052
SANITARY SEWER DETAILS
GR
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S-429004
PR
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0
0
0
1
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6
DEVELOPMENT ENGINEERING
msippo 06/05/2026