HomeMy WebLinkAboutAPPROVED_C23006099_Grant_DC130'
30'
30'
30'634.09'
N89°09'24"E
158.00'N01°45'20"E115.73'N89°09'29"E
N00°50'36"W21.32'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
EX.SFMH#1
EX 104LF 12" CPEP @ 7.17%
EX 53LF 12" CPEP @ 9.09%
14LF 12" CPEP @ 9.71%
EX 34LF 12" CPEP @ 40.13%
EX 106LF 12" CPEP @ 7.72%
EX 103LF 12" CPEP @ 7.74%
EX 87LF 12" CPEP @ 4.39%EX 82LF 12" CPEP @ 14.06%
EX 24LF 12" CPEP @ 50.38%
EX 16LF 12" CMP @ 2.25%
EX 28LF 12" CPEP @ 0.18%
EX 34LF 12" CPEP @ 20.98%
EX 48LF 12" CMP @ 3.02%
EX 43LF 12" CPEP @ 10.65%
EX 30LF 12" CPEP @ 79.36%
EX 103LF 12" CPEP @ 10.05%EX 103LF 12" CPEP @ 9.01%
EX SDMH-1
CB #2
EX. CB #1
EX.CB #17
EX.CB #16300300
310310320320330330340340296298298302302304
304 3063063083083123123143143163
1
6 3183183223223243243263263283283323323343343363363
3
8338 342
342
344
344 3503463483
5
2 3543
5
6
3403383363343323303283
2
6326
3243
2
2320318316
32
4
332
334
332
334
352
3
5
4 3563583
5
8
358
3
6
0
358356354352350
308EX.CB #6 346EX.CB #8
EX.CB #10EX.CB #9 EX.CB #11 EX.CB #12 EX.CB #13
EX.CB #7
EX.CB #15
EX.CB #14
RAISE EX. MH RIM
WITH ONE 2' SECTION
12LF 12" CPEP @ 9.30%
CB #3
EX 105LF 12" CPEP @ 4.99%
EX.CB #18
E
X
5
5
L
F
1
2
"
C
P
E
P
@
0
.
6
0%
CB #4
LINEAR DRAIN
26LF @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
EX.CB #11
EX.CB #12
EX.CB #13
EX.CB #14
EX.CB #15
EX.CB #16
EX.CB #17
EX.CB #18
EX.SFMH#1
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
TYPE I GRATE
TYPE I GRATE
TYPE I GRATE
TYPE II-48"Ø GRATE
TYPE I GRATE
TYPE I GRATE
TYPE I GRATE
TYPE I GRATE
TYPE II-72" SOLID LID
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
EL 327.12
EL 335.01
EL 340.48
EL 297.71
EL 317.65
EL 325.13
EL 334.47
EL 341.06
EL 300.76
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
12" (E) CPEP IE=323.97
12" (W) CPEP IE=323.97
12" (W) CPEP IE=332.19
12" (E) CPEP IE=332.19
12" (SE) CPEP IE=336.82
12" (W) CPEP IE=336.82
12" (E) CMP IE=288.17
12" (SE) CPEP IE=288.37
12" (W) CMP IE=288.17
12" (SW) CPEP IE=312.67
12" (E) CPEP IE=312.67
12" (W) CPEP IE=323.03
12" (E) CPEP IE=323.03
12" (W) CPEP IE=332.34
12" (E) CPEP IE=332.34
12" (W) CPEP IE=337.59
12" (SE) CPEP IE=337.59
12" (W) CMP IE=288.52
12" (S) CPEP IE=290.82
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
3+54.63
9.096L
4+61.08
8.799L
4+99.46
8.262L
0+50.85
16.247L
9+45.82
56.554R
8+42.71
54.675R
7+39.37
54.830R
5+64.03
32.526R
0+64.41
9.834L
DRAIN
GRASSCRETE SERVICE DRIVEWAY FOR
STORM VAULT MAINTENANCE
ASPHALT PAVEMENT
CONCRETE SIDEWALK
NOTE:
STORM FACILITIES HAVE BEEN INSTALLED UNDER AN EXPIRED PERMIT
AND REFLECT AS-BUILT CONDITIONS.
SURVEY IE AND RIM ELEVATIONS ARE PROVIDED FOR THE
REFERENCE ONLY, USE STRUCTURES TABLE FOR THE PROPOSED
FINAL ELEVATIONS.
EX STORM DRAIN PIPE
EX TYPE 1 CATCH BASIN
EX TYPE 2 STORM DRAIN MANHOLE
N
3
CONSTRUCTION NOTES
CONTROL STRUCTURE - SEE DETAIL SHEET C4.3
WATER QUALITY CONTROL STRUCTURE - SEE DETAIL SHEET C4.3
EX STORMWATER DETENTION VAULT - 90.1' X 40.8' - SEE DETAIL SHEET C4.3
4" PERF PVC SDR 35 FOOTING DRAIN
6" PVC ROOF DRAIN @ 2% MIN (TYP.)
INSTALL STORM FILTERS AFTER CLEANING ALL CATCH BASINS AND PIPES
PROVIDE EPOXY SEALANT FOR 12" CPEP PIPE JOINTS. SEE SHEET C4.6
PROVIDE ANCHOR FOR THE 12" CPEP PIPE AT UPSTREAM END. SEE SHEET C4.6
1
2
3
4
5
6
7
8
1
2
SD
4 4 5
5
PROPOSED LEGEND
STORM DRAINAGE NOTES
ALL RIM ELEVATIONS CALLOUTS SHOWN IN THE DEVELOPMENT ARE EXISTING
ELEVATION. THE FINAL RIM ELEVATIONS ARE SHOWN IN THE STRUCTURE
DRAINAGE TABLE ON THIS PAGE.
1
1
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
1/31/2025RGG
N
A F
U
R
SE
F
ORP
I ANO EL
T
S
GE SI
N
ERE D
EEATDSNTA WFO
.
SAHI
IN REENOTR46937
R
Know what's below.
Call before you dig.
TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT:
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 08/26/24TED-40-4290GRANT PLACE TOWNHOMES
1600 GRANT AVE S RENTON, WA 98055
PARCEL 2023059052
DRAINAGE CONTROL PLANGRANT PLACE TOWNHOMESC4.0LUA23-000283C23006099GRANT PLACE TOWNHOMESR-429009 PR23-000126NOTE:
ALL STORM SYSTEM
FACILITIES UPSTREAM
EX.SDMH-1 ARE PRIVATE.
SEE SEPARATION NOTES CL TO CL 5.00'SEE
SEPARATION
NOTES
6.13'CL TO CL 6.27'CL TO CL 5.19'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.
RELOCATE EX. STORM PIPING
FROM EX.CB#1 TO CB#5CL TO CL 5.28'TACK COAT FACE OF
CUT AND EACH COURSE
MINNOTES:
2. ALTERNATE TRENCH DRAIN
FOR REVIEW AND APPROVAL.
SPECIFICATION MAY BE SUBMITTED
MATERIAL OR STRUCTURAL FILL.
AGAINST COMPETENT NATIVE
1. BASE SHALL BE POURED
W/QUICKLOCK ASS'Y.
ACO SLOTTED STEEL GRATE
4" HMA
6" COARSE FILL
MIN.MIN.
6"6"8"SEE PLOFILEVARIESACO FRAME MESH STEEL
5 1/2 SACK MIX
POUR IN PLACE CONC. BASE
ACO 12" TRENCH DRAIN K300 CLASS B
FORMED IN PLACE TRENCH DRAIN
FOR CHANNEL INVERTS/SLOPE(S).
AND/OR UTILITY PLAN
SEE STORM PLAN
#3 REBAR CONTINUOUS (TYP)4000 PSI @ 28 DAYS
PER PLAN
3"
CLR4"CLR#3 REBAR @ 6" O.C.3"CLRNEW STRUCTURAL FILL, COMPACT
(ASTM D1557)
8
7
7
7
SURFACE WATER UTILITY
JFarah 02/04/2025
DEVELOPMENT ENGINEERING
Michael Sippo 02/05/2025
EX.CB #6
12" IE 341.60 (E)
12" IE 341.59 (NW)
RIM EL 345.08
30LF 12" CPEP @ 79.36%
JOINTS TO BE EPOXY SEALED
103LF 12
"
C
P
E
P
@
1
0
.
0
5
%
103LF 12"
C
P
E
P
@
9
.
0
1
%
EX.CB #17
12" IE 332.34 (W)
12" IE 332.34 (E)
RIM EL 334.47
EX.CB #16
12" IE 323.03 (W)
12" IE 323.03 (E)
RIM EL 325.13
GRANT AVENUE SEX
R.O.W.
2' ROW DEDICATION
BLDG 4 & 5
LOT LINE (TYP)EX.CB #7
12" IE 349.02 (W)
RIM EL 354.82 EAST PLEX.CB #15
12" IE 312.67 (SW)
12" IE 312.67 (E)
RIM EL 317.65 GRANT CRCLFACE OF EX CURBBLDG 1, 8
BLDG 2, 7
BLDG 3, 6
VAULT INLET
STA: 0+85.08
ELEV: 289.21
EX. SEWER
EX.SSMH #7
8" IE OUT 343.49 (W)
RIM EL 354.13
STA 5+73.32
EX.SSMH #6
8" IE IN 335.16 (E)
8" IE OUT 335.16 (S)
RIM EL 345.05
STA 4+76.92
104LF 12" C
P
E
P
@
7
.
1
7
%
WATER 10" D.I.105LF 12" CPEP
@
4
.
9
9
%
EX.CB #18
12" IE 337.59 (W)
12" IE 337.59 (SE)
RIM EL 341.06
55LF 12" CPEP @ 0.60%
CB #4
12" IE 337.92 (NW)
RIM EL 340.60
PROVIDE ANCHOR
SEE SHEET C4.6
3.94%
15.0
0
%
0.13%
9.96%
1.52%
7.10%
BLDG 8
CB #2
12" IE 303.89 (W)
12" IE 303.89 (E)
12" IE 303.89 (N)
RIM EL 307.56
14LF 12" CPEP @ 9.71%
EX. CB #1
12" IE 302.54 (E)
12" IE 302.54 (N)
RIM EL 306.95EL: 320.30PVI STA: 9+51.80
PVI EL: 313.84
K: 1.81
BVC STA: 9+41.80EL: 314.23EVC STA: 9+61.80EL: 312.3420' VC
PVI STA: 10+00.68
PVI EL: 306.51
K: 3.97
BVC STA: 9+90.68EL: 308.01EVC STA: 10+10.68EL: 305.5120' VC
PVI STA: 8+70.45
PVI EL: 317.05
K: 4.63
BVC STA: 8+51.99EL: 319.24EVC STA: 8+88.91EL: 316.3237' VC
GRANT AVENUE SEX
R.O.W.
2' ROW DEDICATION
EX.SSMH #3
STA 9+57.59
8" IE IN 305.28 (N)
8" IE IN 305.28 (E)
8" IE OUT 305.23 (SW)
RIM EL 312.84
34LF 12" CPEP @ 40.13%
TO VAULT
JOINTS TO BE EPOXY SEALED
12LF 12" CPEP @ -9.30%
CB #3
12" IE 305.00 (W)
RIM EL 309.41
LINEAR DRAIN
15.00%
4.40%
15.00%
4.21%15.00%
4.76%
15.00%
4.08%
15.0
0
%
5.63%
11.90%
15.0
0
%
7.12%
1.50%
9.78%
BLDG 1
BLDG 2
BLDG 3
LOT LINE (TYP)CL ALLEYBLDG 6
BLDG 7
EX.CB #6
12" IE 341.60 (E)
12" IE 341.59 (NW)
RIM EL 345.08
EX.CB #13
12" IE 336.82 (SE)
12" IE 336.82 (W)
RIM EL 340.48
43LF 12" CPEP @ 10.65%
EX.CB #12
12" IE 332.19 (W)
12" IE 332.19 (E)
RIM EL 335.01
EX.CB #11
12" IE 323.97 (E)
12" IE 323.97 (W)
RIM EL 327.12
EX.CB #10
12" IE 315.99 (E)
12" IE 315.99 (W)
RIM EL 319.95
87LF 12" CPEP @ 4
.
3
9
%
EX.CB #9
12" IE 312.18 (E)
12" IE 312.18 (W)
RIM EL 315.69
PVI STA: 1+67.58
PVI EL: 316.44
K: 1.89
BVC STA: 1+57.58EL: 314.94EVC STA: 1+77.58EL: 316.8820' VC
PVI STA: 2+87.00
PVI EL: 324.45
K: 1.85
BVC STA: 2+77.00EL: 322.95EVC STA: 2+97.00EL: 324.8720' VC
PVI STA: 3+92.96
PVI EL: 331.72
K: 1.95
BVC STA: 3+82.96EL: 330.22EVC STA: 4+02.96EL: 332.2020' VC
PVI STA: 7+17.50
PVI EL: 330.70
K: 1.83
BVC STA: 7+07.50EL: 331.11EVC STA: 7+27.50EL: 329.2020' VC
PVI STA: 8+33.11
PVI EL: 321.49
K: 3.19
BVC STA: 8+23.11EL: 322.05EVC STA: 8+43.11EL: 320.3020' VC
PVI STA: 5+50.34
PVI EL: 348.28
K: 3.33
BVC STA: 5+00.34EL: 340.78EVC STA: 6+00.34EL: 340.78100' VC
PVI STA: 0+40.64
PVI EL: 297.39
K: 3.83
BVC STA: 0+30.64EL: 296.42EVC STA: 0+50.64EL: 298.8920' VC
PVI STA: 2+60.95
PVI EL: 320.54
K: 1.88
BVC STA: 2+50.98EL: 320.10EVC STA: 2+70.92EL: 322.0420' VC
PVI STA: 3+66.96
PVI EL: 327.82
K: 1.85
BVC STA: 3+56.96EL: 327.40EVC STA: 3+76.96EL: 329.3220' VC
PVI STA: 4+61.81
PVI EL: 335.00
K: 1.95
BVC STA: 4+51.81EL: 334.52EVC STA: 4+71.81EL: 336.5020' VC
PVI STA: 6+48.87
PVI EL: 333.50
K: 1.83
BVC STA: 6+38.87EL: 335.00EVC STA: 6+58.87EL: 333.0920' VC
PVI STA: 7+46.27
PVI EL: 326.38
K: 2.13
BVC STA: 7+36.27EL: 327.88EVC STA: 7+56.27EL: 325.8220' VC
BVC STA: 8+51.99EX
R.O.W.FACE OF EX CURB5' SW
GRANT AVENUE S2' ROW DEDICATION
53LF 12"
C
P
E
P
@
9
.
0
9
%
EX.SSMH #8
8" IE IN 306.30 (E)
8" IE OUT 306.20 (S)
RIM EL 313.68
STA 1+50.07
EX.SSMH #9
8" IE OUT 326.75 (W)
RIM EL 335.10
STA 4+64.14
EX.SSMH #6
8" IE IN 335.16 (E)
8" IE OUT 335.16 (S)
RIM EL 345.05
STA 5+51.20
EX. SSMH #5
STA 5+91.45
8" IE IN 332.81 (N)
8" IE OUT 332.76 (SW)
RIM EL 341.84
EX.SSMH #4
8" IE IN 328.75 (NE)
8" IE OUT 328.65 (W)
RIM EL 336.56
STA 6+27.31
WATER 10" D.I.
82LF 12
"
C
P
E
P
@
1
4.
0
6
%
EX.CB #8
12" IE 300.63 (E)
12" IE 300.63 (S)
RIM EL 303.51
16LF 12" CMP @ 2.25%
48LF 12" CMP @ 3.02%
24LF 12" CPEP @ 50.38%
TO VAULT
JOINS TO BE EPOXY SEALED
EX.SFMH#1
12" IE 290.82 (S)
12" IE 288.52 (W)
RIM EL 300.76
EX.CB #14
12" IE 288.17 (E)
12" IE 288.37 (SE)
12" IE 288.16 (W)
RIM EL 297.71
EX SDMH-1
12" IE 286.71 (E)
12" IE 287.21 (SE)
12" IE 286.61 (W)
12" IE 290.01 (N)
12" IE 290.16 (NE)
RIM EL 294.51
CB #4
12" IE 337.92 (NW)
RIM EL 340.60
55LF 12" CPEP @ 0.60%
106LF 12" C
P
E
P
@
7
.
7
2
%
103LF 12" C
P
E
P
@
7
.
7
4
%MATCH LINE STA. 8+75.00MATCH LINE STA. 8+75.00V: 1"=10' H: 1"=30'
GRANT CIRCLE SE (PRIVATE ALLEY)
V: 1"=10' H: 1"=30'
LOT CENTER LINE PROFILE
V: 1"=10' H: 1"=30'
GRANT CIRCLE SE (PRIVATE ALLEY)
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
1/31/2025RGG
N
A F
U
R
SE
F
ORP
I ANO EL
T
S
GE SI
N
ERE D
EEATDSNTA WFO
.
SAHI
IN REENOTR46937
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.
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 08/26/24TED-40-4290GRANT PLACE TOWNHOMES
1600 GRANT AVE S RENTON, WA 98055
PARCEL 2023059052
ROAD AND STORM PROFILESGRANT PLACE TOWNHOMESC4.1LUA23-000283C23006099GRANT PLACE TOWNHOMESR-429010 PR23-000126ph 206.890.8291
4715 142nd Pl. SW #B,
Edmonds, WA 98026
STATIONS ARE AS PER GRANT CIRCLE SE CL PROFILE
STATIONS ARE AS PER LOT CENTER LINE ALIGNMENT.
SURFACE WATER UTILITY
JFarah 02/04/2025
DEVELOPMENT ENGINEERING
Michael Sippo 02/05/2025
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
1/31/2025RGG
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Know what's below.
Call before you dig.
TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT:
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 08/26/24TED-40-4290GRANT PLACE TOWNHOMES
1600 GRANT AVE S RENTON, WA 98055
PARCEL 2023059052
DETAILSGRANT PLACE TOWNHOMESC4.6LUA23-000283C23006099GRANT PLACE TOWNHOMESR-429015 PR23-000126ph 206.890.8291
4715 142nd Pl. SW #B,
Edmonds, WA 98026
SLOPED PIPE ANCHOR AND SEAL
3'4'EX. CB
EX. 12" CPEP
EX. 12" CPEP
ANCHOR AS PER STD. PLAN-221.20
EX. CONCRETE DETENTION VAULT
PROVIDE FULL JOINT EPOXY SEALANT (TYP.)
SURFACE WATER UTILITY
JFarah 02/04/2025
DEVELOPMENT ENGINEERING
Michael Sippo 02/05/2025