HomeMy WebLinkAboutAPPROVED_C23006099_Grant_DC2EXIST 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+92.52, 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+26.39, 1.13' LT
TOP=336.56
IE IN 328.75 (NE)
IE OUT 328.65 (W)
EX.SSMH #4 , 48" STANDARD MANHOLE
5+68.51, 1.16' LT
TOP=341.84
IE IN 332.81 (N)
IE OUT 332.76 (SW)
EX. SSMH #5, 48" STANDARD MANHOLE
7+09.41, 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
6
L
F
8
"
P
V
C
C
9
0
0
@
1
.
2
6
%
0+00.00, 0.00' LT
TOP=310.57
IE IN 303.22
IE IN 303.22
IE OUT 303.12
SSMH #1, 48" STANDARD MANHOLE
1+26.06, 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+38.27, 0.00' T
TOP=307.74
IE IN 304.87
IE OUT 304.87
SSCO #2 , 8" CLEANOUT
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
8/13/2025
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A WFO
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SAHI
I N
REE
N
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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
WW
P
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2
7
-
4
2
9
0
GRANT PLACE TOWNHOMES
1600 GRANT AVE S RENTON, WA 98055
PARCEL 2023059052
SANITARY SEWER PLAN
GR
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C2
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GR
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S-429001
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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
DEVELOPMENT ENGINEERING
msippo 08/27/2025
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
8/13/2025
R
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A F
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SE
F
O
R
P
I ANO EL
T
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GE SI
N
ERE D
EE
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
WW
P
-
2
7
-
4
2
9
0
GRANT PLACE TOWNHOMES
1600 GRANT AVE S RENTON, WA 98055
PARCEL 2023059052
SANITARY SEWER DETAILS
GR
A
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9
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S-429003
PR
2
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1
2
6
45 (1/8) BEND
OR WYE
(AS INDICATED IN PLAN)
DEVELOPMENT ENGINEERING
msippo 08/27/2025
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
8/13/2025
R
G
G
N
A F
U
R
SE
F
O
R
P
I ANO EL
T
S
GE SI
N
ERE D
EE
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
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
2
3
-
0
0
0
1
2
6
DEVELOPMENT ENGINEERING
msippo 08/27/2025