HomeMy WebLinkAboutP_CIVIL CONSTRUCTION PLANS_230721_V2FIRE
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STORM DRAINAGE STRUCTURE TABLE
ID
CB #1
CB #2
CB #3
CB #4
CB #5
CB #6
CB #7
CB #8
CB #9
DESCRIPTION
TYPE I
TYPE I
TYPE I
TYPE I
TYPE I
TYPE I
TYPE 2
TYPE I
TYPE I
RIM ELEV
EL 306.21
EL 314.10
EL 317.67
EL 324.85
EL 333.51
EL 345.11
EL 354.83
EL 302.18
EL 314.58
PIPE INVERT
12" (E) LCPE IE=302.54
12" (N) LCPE IE=302.54
12" (E) LCPE IE=311.00
12" (W) LCPE IE=310.90
12" (E) LCPE IE=314.67
12" (W) LCPE IE=314.67
12" (E) LCPE IE=321.75
12" (W) LCPE IE=321.95
12" (W) LCPE IE=330.41
12" (NW) LCPE IE=341.60
12" (E) LCPE IE=341.60
12" (W) LCPE IE=349.02
12" (E) LCPE IE=300.63
12" (S) LCPE IE=300.63
12" (E) LCPE IE=312.18
12" (W) LCPE IE=312.18
12" (E) LCPE IE=315.99
STORM DRAINAGE STRUCTURE TABLE
ID
Structure - (646)
Structure - (647)
Structure - (671)
DESCRIPTION
SDMH TYPE 2
CB-TYPE 1
SDMH TYPE 2
RIM ELEV
EL 307.91
EL 307.41
EL 305.30
PIPE INVERT
12" (NW) EX CMP IE=302.95
12" (NE) EX CMP IE=302.95
12" (SW) EX CMP IE=303.06
12" (NE) RCP IE=303.24
12" (SW) RCP IE=303.63
SE GRANT CIRCLE
SE GRANT CIRCLE
GRANT AVE
S
PRIVATE ALLEY
16'
16'
12'
4'
4'
16'
20'
20' PRIVATE ALLEY ACCESS
& PUBLIC UTILITY EASEMENT
20' PRIVATE ALLEY ACCESS
& PUBLIC UTILITY EASEMENT
8'
18'
5'
20'
1.5' ROW DEDICATION
10' STORM DRAINAGE EASEMENT
15' UTILITY EASEMENT
SITE
CLIENT/ DEVELOPER:
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CIVIL ENGINEER:
DEAN FURR, P.E.
FURR ENGINEERING SERVICES
PLLC
4715 142ND PL SW UNIT#B
EDMONDS, WA 98026
(206) 890-8291
furrengineering@gmail.com
SURVEYOR:
TIM GRIFFIN
TYEE SURVEYORS
10007 GREENWOOD AVE. N
SEATTLE, WA 98133
PHONE: (206) 525-3660
SITE INFORMATION:
ADDRESS:1600 GRANT AVE S
PARCEL NUMBER:202305-9052
ZONING:RM-F
PARCEL AREA:92,051 SF (2.11AC)
DISTURBED AREA:89,451 SF (2.05 AC)
EXISTING IMPERVIOUS AREA: 3,900 SF (0.09 AC)
GROSS NEW IMPERVIOUS AREA:58,866 SF (1.35 AC)
NET NEW IMPERVIOUS AREA:54,966 SF (1.26 AC)
BUILDING AREAS:
BUILDING 1 3,284 SF
BUILDING 2 2,723 SF
BUILDING 3 2,723 SF
BUILDING 4 3,284 SF
BUILDING 5 3,284 SF
BUILDING 6 2,723 SF
BUILDING 7 2,723 SF
BUILDING 8 3,284 SF
TOTAL 24,028 SF
BUILDING COVERAGE:26%
UTILITY PURVEYORS:
WATER CITY OF RENTON
SEWER CITY OF RENTON
STORMWATER CIYT OF RENTON
LEGAL DESCRIPTION:
AN UNDIVIDED ON-HALF INTEREST IN THE FOLLOWING DESCRIBED PROPERTY:
PORTION OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF
SECTION 20, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON,
DESCRIBED AS FOLLOWS:
BEGINNING ON THE EAST LINE OF SAID SUBDIVISION AT A POINT WHICH IS
SOUTH 00°08'49'' WEST 475.79 FEET FROM THE NORTHEAST CORNER THEREOF;
THENCE NORTH 00°08'49'' EAST 158.00 FEET;
THENCE WEST PARALLEL WITH THE NORTH LINE OF SAID SUBDIVISION 654.50 FEET;
THENCE SOUTH 26°18'57'' EAST TO THE INTERSECTION WITH A LINE EXTENDING
WESTERLY THROUGH THE SAID POINT OF BEGINNING AND PARALLEL WITH THE
NORTH LINE OF SAID SUBDIVISION;
THENCE EAST ALONG SAID EXTENDED LINE TO THE POINT OF BEGINNING;
EXCEPTION THEREFROM A STRIP OF LAND 30 FEET WIDE, PARALLEL WITH AND
ADJOINING THE WESTERLY LINE OF SAID TRACT, FOR ROAD PURPOSES;
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
TAX PARCEL # 2023059052
MERIDIAN:
ASSUMED
DATUM:
NAVD 88
BENCHMARKS:
ORIGINAL BM:FOUND BRASS DISK IN CONCRETE IN THE INTERSECTION OF
S 18TH ST AND GRAND AVE S. WGS POINT DESIGNATION : RENT787.
NORTHING = 172,295.95
EASTING = 1,302,573.67
ELEV. = 317.57
TBM - A:SET MAG NAIL IN SEAM 2' WEST OF TOP BACK CURB
ON WEST SIDEWALK OF GRANT AVE S.
ELEV. = 309.81
TBM - B:SET HUB + MAG NAIL 20' +/- E OF SE CORNER OF HOUSE.
ELEV. = 318.93
C.O.R. BM:MONUMENT IN CASE IN THE INTERSECTION OF
EAGLE RIDGE DRIVE SOUTH AND SOUTH 18TH STREET.
RENTON MONUMENT ID #1063
NORTHING = 172,968.69
EASTING = 1,301,533.10
ELEV. = 261.21
LOT AREA TABLE
1 1,076 SF
2 846 SF
3 1,025 SF
4 846 SF
5 1,076 SF
6 1,076 SF
7 846 SF
8 1,025 SF
9 1,076 SF
10 1,076 SF
11 846 SF
12 1,025 SF
13 1,076 SF
14 1,083 SF
15 851 SF
16 1,032 SF
17 851 SF
18 1,083 SF
19 1,083 SF
20 851 SF
21 1,032 SF
22 851 SF
23 1,083 SF
24 1,076 SF
25 846 SF
26 1,025 SF
27 1,076 SF
28 1,076 SF
29 846 SF
30 1,025 SF
31 1,076 SF
32 1,076 SF
33 846 SF
34 1,025 SF
35 846 SF
36 1,076 SF
TOTAL 35,630 SF
MIN.846 SF
MAX.1,083 SF
AVG.990 SF
TRACT AREA TABLE
TRACT A 19,084 SF 0.44 AC
TRACT B 12,476 SF 0.29 AC
TRACT C 2,595 SF 0.06 AC
TOTAL 34,155 SF 0.78 AC
NOTE:
THE UTILITIES HAVE BEEN PARTIALLY UPDATED TO REFLECT AS-BUILT
CONDITIONS. ADDITIONAL AS-BUILT SURVEY REQUIRED
TO OBTAIN INVERT ELEVATIONS ON STORM AND SANITARY SEWER.
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
7/21/2023RGG
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SAHI
IN REENOTRR
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.AAANNNNNNNGRANT PLACE TOWNHOMES
1600 GRANT AVE S RENTON, WA 98055
PARCEL 2023059052
COVER
A-NNNNNNN
N
GENERAL SURVEY NOTES:
1. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A
SURVEY MADE ON THE DATE INDICATED AND CAN ONLY BE CONSIDERED AS
INDICATING THE GENERAL CONDITION EXISTING AT THAT TIME.
2. UNDERGROUND UTILITIES WERE LOCATED BASED ON THE SURFACE EVIDENCE OF
UTILITIES (I.E. PAINT MARKS, SAW CUTS IN PAVEMENT, COVERS, LIDS ETC.) THE
CONTRACTOR SHALL VERIFY THE EXACT LOCATION, ELEVATION AND SIZE OF EXISTING
UTILITIES PRIOR TO CONSTRUCTION.
3. TREE SIZES WERE LOCATED & SPECIES DETERMINED TO THE BEST OF OUR
ABILITY. HOWEVER, TYEE SURVEYORS DOES NOT WARRANT THE ACCURACY OF SIZE &
SPECIES SHOWN HEREON. ANY TREES CONSIDERED TO BE CRITICAL SHOULD BE
VERIFIED BY A TRAINED ARBORIST.
4. THIS MAP DOES NOT PURPORT TO SHOW EASEMENTS OF RECORD, IF ANY.
5. NO PROPERTY CORNERS WERE SET IN CONJUNCTION WITH THIS SURVEY.
ALL EXISTING AND PROPOSED IMPROVEMENTS SHALL BE LOCATED AND DIMENSIONED
TO CITY OF RENTON SURVEY MONUMENTS, MONUMENT LINES OR STREET
CENTERLINES. DIMENSIONS MUST BE DONE BY STATIONING AND OFFSET FROM THESE
CONTROL LINES.
NPDES PERMIT: WAR #304993 ISSUED FEBRUARY 6, 2017.
PROPOSED LEGEND
GRASSCRETE ACCESS
ASPHALT PAVEMENT
CONCRETE PAVEMENT
PROPERTY BOUNDARY
EASEMENT LINE
ROW DEDICATION
TRACT A
(INGRESS,
EGRESS, UTILITY,
AND OPEN
SPACE)
TRACT C
TREE PRESERVATION
TRACT B
(INGRESS, EGRESS, UTILITY,
AND OPEN SPACE)
TRACT B
(INGRESS, EGRESS, UTILITY,
AND OPEN SPACE)
PROPOSED SEWER
PROPOSED SEWER
EXISTING
DETENTION
VAULT
PROPOSED MAILBOXES (TYP)
PROPOSED CROSSWALK (TYP)
PROPOSED KEYSTONE WALL (TYP)
PROPOSED SEWER MH
PROPOSED SEWER MH
CONNECTION TO EXISTING
CONNECT TO
EXIST SEWER
PROPOSED ASPHALT RAMP
REPLACE EXISTING
CURB AND GUTTER
EXISTING STREET LIGHT
TO REMAIN
PROPOSED WOOD FENCE (TYP)NO PARKING - FIRE LANE SIGN (TYP)
STOP SIGN
SEWER EASEMENT
FROM HERITAGE VILLAGE
CONDOMINIUMS
15' SEWER EASEMENT
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
7/21/2023RGG
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ATDSN
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SAHI
IN REENOTRR
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.AAANNNNNNNGRANT PLACE TOWNHOMES
1600 GRANT AVE S RENTON, WA 98055
PARCEL 2023059052
CONDITIONS OF APPROVAL
A-NNNNNNN
“
”
“
”
XXX
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
7/21/2023RGG
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I ANO EL
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ATDSN
TA WFO
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SAHI
IN REENOTRR
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.AAANNNNNNNGRANT PLACE TOWNHOMES
1600 GRANT AVE S RENTON, WA 98055
PARCEL 2023059052
NOTES
A-NNNNNNN
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
7/21/2023RGG
N
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ATDSN
TA WFO
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SAHI
IN REENOTRR
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.AAANNNNNNNGRANT PLACE TOWNHOMES
1600 GRANT AVE S RENTON, WA 98055
PARCEL 2023059052
NOTES
A-NNNNNNN
HIGH VISIBILITY SILT FENCE
LIMITS OF CLEARING AND GRADING
TREE TO BE PROTECTED - ORANGE BARRIER FENCE
INLET PROTECTION
STABILIZED CONSTRUCTION ENTRANCE
INTERCEPTOR SWALE WITH ROCK CHECK DAM
LEGEND CONSTRUCTION NOTES
FLAG CLEARING LIMITS TO EXTENTS SHOWN ON THE PLAN.
HIGH VISIBILITY SILT FENCE PER DETAIL SHEET C2.1
CONSTRUCTION ENTRANCE PER DETAIL SHEET C2.1
CATCH BASIN INSERT PER DETAIL SHEET C2.1
INTERCEPTOR DITCH W / ROCK CHECK DAMS PER DETAIL SHEET C2.1
TREE PROTECTION FENCE
1
2
3
4
5
6
1 2
1 2
1 2
3
4TYP
1 2
5
5
5
55
5
2
CONSTRUCTION SEQUENCE
1.PRE-CONSTRUCTION MEETING.
2.POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF
CONSTRUCTION SIGN).
3.FLAG OR FENCE CLEARING LIMITS.
4.INSTALL CATCH BASIN PROTECTION IF REQUIRED.
5.GRADE AND INSTALL CONSTRUCTION ENTRANCE(S).
6.INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.).
7.CONSTRUCT SEDIMENT PONDS AND TRAPS.
8.GRADE AND STABILIZE CONSTRUCTION ROADS.
9.CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH
CLEARING AND GRADING FOR PROJECT DEVELOPMENT.
10.MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND
MANUFACTURER'S RECOMMENDATIONS.
11.RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION
AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS.
12.COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING
THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT.
13.STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS.
14.SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS.
15.UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE.
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
7/21/2023RGG
N
A F
U
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S
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FORP
I ANO EL
T
S
GE
SI
N
ERE D
EE
ATDSN
TA WFO
.
SAHI
IN REENOTRR
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.AAANNNNNNNGRANT PLACE TOWNHOMES
1600 GRANT AVE S RENTON, WA 98055
PARCEL 2023059052
NOTES
A-NNNNNNN
STORM DRAINAGE STRUCTURE TABLE
ID
CB #1
CB #2
CB #3
CB #4
CB #5
CB #6
DESCRIPTION
TYPE I
TYPE I
TYPE I
TYPE I
TYPE I
TYPE I
RIM ELEV
EL 306.21
EL 314.10
EL 317.67
EL 324.85
EL 333.51
EL 345.11
PIPE INVERT
12" (E) LCPE IE=302.54
12" (N) LCPE IE=302.54
12" (E) LCPE IE=311.00
12" (W) LCPE IE=310.90
12" (E) LCPE IE=314.67
12" (W) LCPE IE=314.67
12" (E) LCPE IE=321.75
12" (W) LCPE IE=321.95
12" (W) LCPE IE=330.41
12" (NW) LCPE IE=341.60
12" (E) LCPE IE=341.60
STORM DRAINAGE STRUCTURE TABLE
ID
Structure - (646)
Structure - (647)
Structure - (671)
DESCRIPTION
SDMH TYPE 2
CB-TYPE 1
SDMH TYPE 2
RIM ELEV
EL 307.91
EL 307.41
EL 305.30
PIPE INVERT
12" (NW) EX CMP IE=302.95
12" (NE) EX CMP IE=302.95
12" (SW) EX CMP IE=303.06
12" (NE) RCP IE=303.24
12" (SW) RCP IE=303.63
FIRE
L
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E
N
O
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A
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KI
N
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FIRE
L
A
N
E
N
O
P
A
R
KI
N
G
TW=342
BW=340 TW=352
BW=351
TW=358
BW=352 TW=360
BW=354 TW=363
BW=360
TW=363
BW=360
TW=361
BW=358
TW=344
BW=341
TW=340
BW=338
TW=341
BW=338
60' R.O.W.
TW=362
BW=356
TW=360
BW=356
INSTALL WOOD
FENCE ALONG
EAST PROPERTY
LINE, SEE SHEET
C3.1 FOR DETAIL
INSTALL WOOD FENCE ALONG
SOUTH PROPERTY LINE, SEE
SHEET C3.1 FOR DETAIL
20' WIDE TYPE C1B DRIVEWAY
APPROACH PER RENTON STD PLAN 104.4,
SIDEWALK AT DRIVEWAY CROSSING SHOULD
NOT BE DEPRESSED AT LOCATIONS WHERE
LANDSCAPING IS MORE THAN 5 FEET WIDE
EX. STREET LIGHT TO REMAIN
MAIL BOX(TYP)STREET NAME SIGN, ONE WAY SIGN
AND DO NOT ENTER SIGN
SEE SHEET C3.2
20' WIDE TYPE C1B DRIVEWAY APPROACH PER RENTON
STD PLAN 104.4, SIDEWALK AT DRIVEWAY CROSSING
SHOULD NOT BE DEPRESSED AT LOCATIONS WHERE
LANDSCAPING IS MORE THAN 5 FEET WIDE
GRANT AVE
S
MAIL BOX(TYP)
TOP: 300.7
TOE: 299.4
TOP: 307.8
TOE: 304.2 TOP: 312.9
TOE: 308.4
TOP: 316.4
TOE: 312.5
TOP: 317.4
TOE: 316.0
TOP: 319.9
TOE: 318.4
TOP: 321.8
TOE: 320.0
GRANT CIRCLE S.E.
GRANT CIRCLE S.E.
PRIVATE ALLEY
342344298310314307.50
307.50
0.4%0.0%2.2%2.0%1.2%
1.4%312310308306302315.06
0.7%6.1%2.2%3.3%2.4%3.5%3.2%2.9%3.5%2.1%3.8%2.1%3383303283263343323303283323343363
3
8
34
0
342
344
344
342340338336334332326324322320318316314312310308306304302300
3163183123143183203223243223
2
8
330
341.74
342.54 346344348350352354356358
354352358
3
5
4
35
6
3
5
2
324.58
323.21
344.28
342.75
343.45
339.86
335.32331.17
332.57327.57
327.24
326.08 342.70
324.47 331.76 341.55
335.57
338.23
360.67
362.47
357.65
359.26 360.79 362.19
363.68
342.71
340.96
338.16296298
297.41
295.57
295.50
295.30
296.33
297.27
305.70
306.80
304.02
303.96
304.08
1.5%
1.5%2.0%2.0%1.5%EG 294.33
EG 307.21
EG 310.31
EG 310.41
16'
8'
8'
12'
4'
4'
3.1%0.8%3.7%
4.5%2.2%0.9%4.9%1.5%2.4%18'
8'
5'
5'
306.04
307.82
311.05
318.76
337.97
342.93
344.88
318.46
313.24 0.0%0.1%1.2%1.8%1.3%1.5%1.9%2.1%4.8%300307.62
3.2%
4.9%
308.06306.38
TOP: 303.0
TOE: 297.6
TOP: 306.0
TOE: 302.5
TOP: 306.9
TOE: 306.8
3.8%
TOP: 306.0
TOE: 304.7
320.22
TOP: 305.9
TOE: 301.6
1.5%
20' PRIVATE ALLEY ACCESS
& PUBLIC UTILITY EASEMENT
20' PRIVATE ALLEY ACCESS
& PUBLIC UTILITY EASEMENT
3
4
6
TW=358
BW=356
4' TYP
20'
20'
1.5' ROW DEDICATION 326324TOP: 342.9
TOE: 341.5
TOP: 342.9
TOE: 341.4
TOP: 342.8
TOE: 341.0 KEYSTONE RETAINING WALL SEE SHEET C3.2
33.8%
318.57
3.8%
313.31
33.0%
319.36 323.51
323.37
323.00 323.25
322.96
322.97
323.23 327.11
327.35
326.47
328.21
323.18 1.0%31.4%328.86 329.67
330.49
330.60
330.56
330.74
331.51
331.26
3
32
320.86
321.35 322.15
330.73
334.30
334.64
334.74
321.67
325.73
325.63
324.34 324.25 331.99
334.08 333.73
334.68
336.51 336.90
337.49
340.43
340.46
343.09
341.62
341.75
338.97
343.50
338.69
339.06
342.75
343.00
346.49
346.74
348.52 348.72
349.93 353.46
353.72 354.99
355.43
356.54
350.35
348.42
352.43
343.68
356.97
357.13
357.30
359.62 357.87
357.43
355.67
BACK OF WALK
355.24
355.67
357.43
357.86
358.41
359.02358.44
358.66
357.83356.46
355.01
354.87
353.66
353.39
351.01
350.37
347.68
347.42
356.60350.49
350.61
352.98
348.92
353.57 357.63
4'
16'
4'
16'
4'
16'
4'4'
8' LANDSCAPE
R.O.W.EX. R.O.W.EXISTING
SIDEWALK EXISTING
CURB (TYPICAL)
30'
EXISTING
PAVEMENT
4" THICK
CONCRETE
SIDEWALK
31.5' PUBLIC 1/2 R.O.W.
30'5' SIDEWALK
PROP. R.O.W.18.0'
CURB
1.5' R.O.W.
DEDICATION
6"
60' PUBLIC R.O.W.
1.5%2%
CL
SAWCUT LINE
4'PROPERTY LINECURB
KEYSTONE
WALL TOWNHOUSE2%
3:1 M
A
X
.
NOTE: PAVEMENT THICKNESS PER
GEOTECHNICAL ENGINEER'S REPORT
20' PRIVATE
ALLEY ACCESS
4'
CONCRETE
16' ASPHALT
DRIVE LANE
ONE WAY
3'
7'
CURB TOWNHOUSEPROPERTY LINE2%2%
3:1 MAX.
WOOD
FENCE
20' PRIVATE
ALLEY ACCESS
8'
CONCRETE
16' ASPHALT
DRIVE LANE
ONE WAY
3'
NOTE: PAVEMENT THICKNESS PER
GEOTECHNICAL ENGINEER'S REPORT
CURB
2%
4" THICK
CONCRETE
SIDEWALK
4' SIDEWALK
1.5%
20' PRIVATE
ALLEY ACCESS
4'
CONCRETE
16' ASPHALT
DRIVE LANE
ONE WAY
NOTE: PAVEMENT THICKNESS PER
GEOTECHNICAL ENGINEER'S REPORT
4'
CONC
4'
CONC
3'3'TOWNHOUSETOWNHOUSE2%
12' ASPHALT
DRIVE LANE
2%
20' PRIVATE
ALLEY ACCESS
NOTE: PAVEMENT THICKNESS PER
GEOTECHNICAL ENGINEER'S REPORT
PROPERTY LINETOWNHOUSE4'
22'
15'
4" CONCRETE
SIDEWALK
1.5%KEYSTONE
WALL VARIES PROPERTYLINETOWNHOUSE4" CONCRETE
SIDEWALK
6'
4'
6'
1.5%
GRASSCRETE SERVICE DRIVEWAY FOR
STORM VAULT MAINTENANCE
ASPHALT PAVEMENT
CONCRETE PAVEMENT
5' WIDE(MIN)
TRANSITION TO EX.
CONC. SIDEWALK
RELOCATE EX. WATER METER,
ELECTRIC TRANSFORMER, AND
TELEPHONE BOX AS REQ.
5' MIN. WIDE A.C. RAMP
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.
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
7/21/2023RGG
N
A F
U
R
S
E
FORP
I ANO EL
T
S
GE
SI
N
ERE DEEATDSNTAWFO
.
SAHI
IN REENOTRR
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.AAANNNNNNNGRANT PLACE TOWNHOMES
1600 GRANT AVE S RENTON, WA 98055
PARCEL 2023059052
PAVING AND GRADING PLAN
A-NNNNNNN
N
60303015
FEETSCALE:
0
1 INCH = 30
PROPERTY BOUNDARY
EASEMENT LINE
ROW DEDICATION
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
7/21/2023RGG
N
A F
U
R
S
E
FORP
I ANO EL
T
S
GE
SI
N
ERE DEEATDSNTAWFO
.
SAHI
IN REENOTRR
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.AAANNNNNNNGRANT PLACE TOWNHOMES
1600 GRANT AVE S RENTON, WA 98055
PARCEL 2023059052
DETAILS
A-NNNNNNN
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
7/21/2023RGG
N
A F
U
R
S
E
FORP
I ANO EL
T
S
GE
SI
N
ERE DEEATDSNTAWFO
.
SAHI
IN REENOTRR
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.AAANNNNNNNGRANT PLACE TOWNHOMES
1600 GRANT AVE S RENTON, WA 98055
PARCEL 2023059052
DETAILS
A-NNNNNNN
STOP
ONE
WAY DO NOT
ENTER
NO
PARKING
FIRE
LANE
CB #7CB #6
CB #13
CB #12
CB #5
CB #11
CB #4
CB 15
CB #10
CB #3
CB #9
CB #2
INLET
CB #1
CB #8
STORMFILTER MANHOLE SFMH#1
CB #14
CB 17CB 16
103LF 12" LCPE @ 7.20%53LF 12
"
LCPE
@
8
.93%
108LF 12" LCPE @ 7.99%98LF 12" LCPE @ 7.42%89LF 12" LCPE @ 4.13%
61LF 12" LCPE @ 13.75
%
34LF 12" LCPE @ 40.34%
106LF 12" LCPE @ 7.72%103LF 12" LCPE @ 7.74%87LF 12" LCPE @ 4.39%82LF 12" LCPE @ 14.06%
24LF 12" LCPE @ 48.75%
16LF 12" LCPE @ 2.25%
28LF 12" LCPE @ 0.63%
35LF 12" LCPE @ 20.99%
48LF 12" LCPE @ 3.02%
43LF
1
2
"
L
C
P
E
@
1
0
.
6
5
%
29LF 12" RCP @ 79.54%
103LF 12" RCP @ 10.04%103LF 12" RCP @ 9.01%90.1
'
40.8'
EX SDMH-1
STORM DRAINAGE STRUCTURE TABLE
ID
CB #1
CB #2
CB #3
CB #4
CB #5
CB #6
CB #7
CB #8
CB #9
CB #10
CB #11
CB #12
CB #13
CB #14
CB 15
CB 16
CB 17
EX SDMH-1
INLET
STORMFILTER MANHOLE SFMH#1
DESCRIPTION
TYPE I
TYPE I
TYPE I
TYPE I
TYPE I
TYPE I
TYPE 2
TYPE I
TYPE I
TYPE I
TYPE I
TYPE I
TYPE I
TYPE II-48"Ø
TYPE 1
TYPE 1
TYPE 1
TYPE II-SOLID LID
TYPE II-72"Ø
RIM ELEV
EL 306.21
EL 314.10
EL 317.67
EL 324.85
EL 333.51
EL 345.11
EL 354.83
EL 302.18
EL 314.58
EL 319.14
EL 327.42
EL 335.24
EL 340.77
EL 295.72
EL 320.22
EL 325.13
EL 334.44
EL 294.51
EL 310.06
EL 300.71
PIPE INVERT
12" (E) LCPE IE=302.54
12" (N) LCPE IE=302.54
12" (E) LCPE IE=311.00
12" (W) LCPE IE=310.90
12" (E) LCPE IE=314.67
12" (W) LCPE IE=314.67
12" (E) LCPE IE=321.75
12" (W) LCPE IE=321.95
12" (W) LCPE IE=330.41
12" (NW) LCPE IE=341.60
12" (E) LCPE IE=341.60
12" (W) LCPE IE=349.02
12" (E) LCPE IE=300.63
12" (S) LCPE IE=300.63
12" (E) LCPE IE=312.18
12" (W) LCPE IE=312.18
12" (E) LCPE IE=315.99
12" (W) LCPE IE=315.99
12" (E) LCPE IE=323.97
12" (W) LCPE IE=323.97
12" (W) LCPE IE=332.19
12" (E) LCPE IE=332.19
12" (SE) LCPE IE=336.82
12" (W) LCPE IE=336.82
12" (E) LCPE IE=288.17
12" (SE) LCPE IE=288.37
12" (W) LCPE IE=288.17
12" (SW) RCP IE=312.67
12" (E) RCP IE=312.67
12" (W) RCP IE=323.03
12" (E) RCP IE=323.03
12" (W) RCP IE=332.34
12" (E) LCPE IE=286.71
15" (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" (W) LCPE IE=288.52
12" (S) LCPE IE=290.82
NOTE:
STORM FACILITIES HAVE BEEN INSTALLED UNDER AN EXPIRED PERMIT
AND REFLECT AS-BUILT CONDITIONS.
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
7/21/2023RGG
N
A F
U
R
S
E
FORP
I ANO EL
T
S
GE
SI
N
ERE DEEATDSNTAWFO
.
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.AAANNNNNNNGRANT PLACE TOWNHOMES
1600 GRANT AVE S RENTON, WA 98055
PARCEL 2023059052
DRAINAGE CONTROL PLAN
A-NNNNNNN
COMBINED PUBLIC
DETENTION/WET VAULT (EXISTING)
8.3' DEEP LIVE STORAGE
30,562 CF TOTAL PROVIDED
29,476 CF REQUIRED
5.2' DEEP DEAD STORAGE
16,999 CF TOTAL PROVIDED
8,856 CF REQUIRED
18" OUTLET CONTROL
STRUCTURE
SEE DETAIL SHEET C4.2
CONNECT TO EXIST.
STORM SYSTEM
4" PVC ROOF DRAIN @
2% MIN (TYP.)
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
7/21/2023RGG
N
A F
U
R
S
E
FORP
I ANO EL
T
S
GE
SI
N
ERE DEEATDSNTAWFO
.
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.AAANNNNNNNGRANT PLACE TOWNHOMES
1600 GRANT AVE S RENTON, WA 98055
PARCEL 2023059052
DETAILS
A-NNNNNNN
PVI STA: 1+65.07
PVI EL: 316.00
BVC STA: 1+55.07EL: 314.50EVC STA: 1+75.07EL: 316.3420' VC
PVI STA: 2+86.80
PVI EL: 324.08
BVC STA: 2+76.80EL: 322.58EVC STA: 2+96.80EL: 324.4920' VC
PVI STA: 3+90.55
PVI EL: 332.09
BVC STA: 3+80.55EL: 330.59EVC STA: 4+00.55EL: 332.5020' VC
PVI STA: 7+17.50
PVI EL: 330.70
BVC STA: 7+07.50EL: 331.11EVC STA: 7+27.50EL: 329.2020' VC
PVI STA: 8+26.01
PVI EL: 321.98
BVC STA: 8+16.01EL: 322.38EVC STA: 8+36.01EL: 320.4820' VC
PVI STA: 5+50.34
PVI EL: 348.28
BVC STA: 5+00.34EL: 340.78EVC STA: 6+00.34EL: 340.78100' VC
PVI STA: 0+34.83
PVI EL: 296.47
BVC STA: 0+24.83EL: 296.32EVC STA: 0+44.83EL: 297.9720' VC
PVI STA: 2+52.48
PVI EL: 318.94
BVC STA: 2+42.48EL: 318.60EVC STA: 2+62.48EL: 320.4420' VC
PVI STA: 3+56.02
PVI EL: 326.91
BVC STA: 3+46.02EL: 326.50EVC STA: 3+66.02EL: 328.4120' VC
PVI STA: 4+61.81
PVI EL: 335.00
BVC STA: 4+51.81EL: 334.59EVC STA: 4+71.81EL: 336.5020' VC
PVI STA: 6+48.87
PVI EL: 333.50
BVC STA: 6+38.87EL: 335.00EVC STA: 6+58.87EL: 333.0920' VC
PVI STA: 7+56.79
PVI EL: 324.80
BVC STA: 7+46.79EL: 326.30EVC STA: 7+66.79EL: 324.3920' VC PVI STA: 8+55.73
PVI EL: 317.52
BVC STA: 8+45.73EL: 319.02EVC STA: 8+65.73EL: 317.1820' VC
CB #5
12" IE 330.41 (W)
RIM EL 333.51
EX 108L
F
1
2
"
L
C
P
E
@
7
.
9
9
%
CB #4
12" IE 321.75 (E)
12" IE 321.95 (W)
RIM EL 324.85
EX 98LF
1
2
"
L
C
P
E
@
7
.
4
2
%
CB #3
12" IE 314.67 (E)
12" IE 314.67 (W)
RIM EL 317.67
CB #12
12" IE 332.19 (W)
12" IE 332.19 (E)
RIM EL 335.24
EX 106LF 1
2
"
L
C
P
E
@
7
.
7
2
%
CB #11
12" IE 323.97 (E)
12" IE 323.97 (W)
RIM EL 327.42
EX 103LF 1
2
"
L
C
P
E
@
7
.
7
4
%
CB #10
12" IE 315.99 (E)
12" IE 315.99 (W)
RIM EL 319.14
EX 87LF 12" LCP
E
@
4
.
3
9
%
CB #9
12" IE 312.18 (E)
12" IE 312.18 (W)
RIM EL 314.58
EX 82L
F
1
2
"
L
C
P
E
@
1
4.
0
6
%
CB #8
12" IE 300.63 (E)
12" IE 300.63 (S)
RIM EL 302.18
STORMFILTER MANHOLE SFMH#1
12" IE 290.82 (S)
12" IE 288.52 (W)
RIM EL 300.71
EX 16LF 12" LCPE @ 2.25%
CB #14
12" IE 288.17 (E)
12" IE 288.37 (SE)
12" IE 288.16 (W)
RIM EL 295.72
EX 48LF 12"
LCPE @ 3.02%
EX SDMH-1
12" IE 286.71 (E)
12" IE 290.01 (N)
12" IE 287.21 (SE)
15" IE 286.61 (W)
12" IE 290.16 (NE)
RIM EL 294.51
CB #6
12" IE 341.60 (E)
12" IE 341.59 (NW)
RIM EL 345.11
EX 53LF
1
2
"
L
C
P
E
@
8
.
9
3
%
CB #13
12" IE 336.82 (SE)
12" IE 336.82 (W)
RIM EL 340.77
EX 43L
F
1
2
"
L
C
P
E
@
1
0.
6
5
%
EX
R.O.W.CL ALLEYFACE OF EX CURB5' SW
BLDG 1
BLDG 2
BLDG 3 BLDG 6
LOT LINE (TYP)BLDG 7
GRANT AVENUE S2' ROW DEDICATION
1.00'PVI STA: 9+45.62
PVI EL: 314.50
BVC STA: 9+35.62EL: 314.84EVC STA: 9+55.62EL: 313.0020' VC
PVI STA: 10+04.79
PVI EL: 305.62
BVC STA: 9+94.79EL: 307.12EVC STA: 10+14.79EL: 305.4720' VC
EX 89LF 12" LC
P
E
@
4
.
1
3
%
CB #2
12" IE 311.00 (E)
12" IE 310.90 (W)
RIM EL 314.10
EX 6
1
L
F
1
2
"
L
C
P
E
@
1
3
.
7
5
%
CB #1
12" IE 302.54 (E)
12" IE 302.54 (N)
RIM EL 306.21 GRANT AVENUE S5' SWROWBLDG 8
EX
R.O.W.
2' ROW DEDICATION
CB #6
12" IE 341.60 (E)
12" IE 341.59 (NW)
RIM EL 345.11
CB #7
12" IE 349.02 (W)
RIM EL 354.83
PVI STA: 0+28.74
PVI EL: 346.93
BVC STA: 0+22.74EL: 346.01EVC STA: 0+34.74EL: 347.4512' VC
PVI STA: 0+16.10
PVI EL: 345.00
BVC STA: 0+10.10EL: 344.82EVC STA: 0+22.10EL: 345.9112' VC
EX 103LF 1
2
"
L
C
P
E
@
7
.
2
0
%EAST PLGRANT CIRCLE SEBLDG 4 & 5
LOT LINE (TYP)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
7/21/2023RGG
N
A F
U
R
S
E
FORP
I ANO EL
T
S
GE
SI
N
ERE D
EE
ATDSN
TA 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.AAANNNNNNNGRANT PLACE TOWNHOMES
1600 GRANT AVE S RENTON, WA 98055
PARCEL 2023059052
ROAD AND STORM PROFILES
A-NNNNNNNMATCH LINEMATCH LINEV: 1"=10' H: 1"=30'
GRANT CIRCLE SE (PRIVATE ALLEY
V: 1"=10' H: 1"=30'
ALLEY PROFILE BLDGS 4 AND 5
V: 1"=10' H: 1"=30'
GRANT CIRCLE SE (PRIVATE ALLEY)
3 4" WATER METER (TYP)
PRIVATE ALLEY
FIRE
L
A
N
E
N
O
P
A
R
KI
N
G
FIRE
L
A
N
E
N
O
P
A
R
KI
N
G
STORM DRAINAGE STRUCTURE TABLE
ID
CB #1
CB #2
CB #3
CB #4
CB #5
CB #6
CB #7
CB #8
CB #9
CB #10
CB #11
CB #12
CB #13
CB #14
CB 15
DESCRIPTION
TYPE I
TYPE I
TYPE I
TYPE I
TYPE I
TYPE I
TYPE 2
TYPE I
TYPE I
TYPE I
TYPE I
TYPE I
TYPE I
TYPE II-48"Ø
TYPE 1
RIM ELEV
EL 306.21
EL 314.10
EL 317.67
EL 324.85
EL 333.51
EL 345.11
EL 354.83
EL 302.18
EL 314.58
EL 319.14
EL 327.42
EL 335.24
EL 340.77
EL 295.72
EL 320.22
PIPE INVERT
12" (E) LCPE IE=302.54
12" (N) LCPE IE=302.54
12" (E) LCPE IE=311.00
12" (W) LCPE IE=310.90
12" (E) LCPE IE=314.67
12" (W) LCPE IE=314.67
12" (E) LCPE IE=321.75
12" (W) LCPE IE=321.95
12" (W) LCPE IE=330.41
12" (NW) LCPE IE=341.60
12" (E) LCPE IE=341.60
12" (W) LCPE IE=349.02
12" (E) LCPE IE=300.63
12" (S) LCPE IE=300.63
12" (E) LCPE IE=312.18
12" (W) LCPE IE=312.18
12" (E) LCPE IE=315.99
12" (W) LCPE IE=315.99
12" (E) LCPE IE=323.97
12" (W) LCPE IE=323.97
12" (W) LCPE IE=332.19
12" (E) LCPE IE=332.19
12" (SE) LCPE IE=336.82
12" (W) LCPE IE=336.82
12" (E) LCPE IE=288.17
12" (SE) LCPE IE=288.37
12" (W) LCPE IE=288.17
12" (SW) RCP IE=312.67
12" (E) RCP IE=312.67
STORM DRAINAGE STRUCTURE TABLE
ID
Structure - (646)
Structure - (647)
Structure - (671)
DESCRIPTION
SDMH TYPE 2
CB-TYPE 1
SDMH TYPE 2
RIM ELEV
EL 307.91
EL 307.41
EL 305.30
PIPE INVERT
12" (NW) EX CMP IE=302.95
12" (NE) EX CMP IE=302.95
12" (SW) EX CMP IE=303.06
12" (NE) RCP IE=303.24
12" (SW) RCP IE=303.63129LF 8
"
PVC
@
1
.20%129LF 8
"
PVC
@
1
.20%
66LF 8" PVC @ 0.50%125LF 8" PVC @ 0.73%333LF 8" PVC @ 7.02%43LF 8" PVC @ 9.23%43LF 8" PVC @ 5.22%98LF 8" PVC @ 8.42%
314LF 8" PVC @ 6.51%
PRIVATE ALLEY
PRIVATE ALLEY
FIRE HYDRANT (TYP)
COMBINED PUBLIC
DETENTION / WET VAULT
SEE SHEET C4.0 -
DRAINAGE CONTROL PLAN
3'X5' CONCRETE PAD PER
DETAIL THIS SHEET
PUBLIC WATER EASEMENT
(FROM R.O.W. LINE TO ⅊)
APPROX. LOCATION OF POWER, GAS, TELEPHONE, AND
CABLE TO BE LOCATED IN COMMON TRENCH. EASEMENT
TO BE PROVIDED UPON DESIGN COMPLETION FROM
PURVEYORS
3'
5'
8' LANDSCAPE
STRIP
5' PROPOSED
SIDEWALK
EXISTING
CURB
INSTALL 3'X5' 4" THICK
CONCRETE PAD
EX. LIGHT POLE
WITH LUMINAIRE
(TO REMAIN)
NTS
CONCRETE PAD DETAIL
RELOCATE EX. TRANSFORMER
TO LANDSCAPE AREA WITHIN
GRANT AVE R.O.W.
LONGITUDINAL PATCH PER CITY OF
RENTON STANDARD PLAN 110.1
NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M.GRANT PLACE TOWNHOMES
7/21/2023RGG
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SAHI
IN REENOTRR
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.AAANNNNNNNGRANT PLACE TOWNHOMES
1600 GRANT AVE S RENTON, WA 98055
PARCEL 2023059052
COMPOSITE UTILITY PLAN
A-NNNNNNN
EX. TREE TO BE
RETAINED (TYP.)
NOTE:
STORM FACILITIES HAVE BEEN INSTALLED UNDER AN EXPIRED PERMIT
AND REFLECT AS-BUILT CONDITIONS.
NOTES
1. UTILITIES HAVE BEEN INSTALLED UNDER AN EXPIRED PERMIT AND
REFLECT AS-BUILT CONDITIONS.
2. CONCRETE PAD AROUND BASE OF LIGHT POLE TO BE INSTALLED PER
DIRECTION OF CITY OF RENTON TRANSPORTATION MAINTENANCE MANAGER
3. FOR ANY STREET WITH LANES MARKED WITH CHANNELIZATION STRIPES
AND/OR BUTTONS, THE LANES ARE DETERMINED BY CHANNELIZATION IF THE
OUTSIDE OF TRENCHING IS WITHIN 3 FEET OF ANY ADJACENT LANE, THE
ENTIRE ADJACENT LANE AFFECTED SHALL BE OVERLAID.
4. THE MINIMUM HORIZONTAL SEPARATION BETWEEN SANITARY SEWER AND
ALL OTHER UTILITIES SHALL BE 5 FT WHENEVER FEASIBLE.
5. THE MINIMUM WIDTH OF A TRANSVERSE PATCH SHALL BE 6.5 FEET. PATCH
SHALL BE A MINIMUM OF 1 FOOT BEYOND THE EXCAVATION. IF THE OUTSIDE
OF TRENCHING IS WITHIN 3 FEET OF ANY ADJACENT LANE LINE, THE ENTIRE
ADJACENT LANE SHALL BE REPAVED.
6. CONTRACTOR TO USE CAUTION WHEN EXCAVATING AROUND EXISTING
GAS MAIN. HAND DIGGING MAY BE NECESSARY. PIPE TO BE LOCATED PRIOR
TO START OF CONSTRUCTION.
7. ALL PIPE CROSSINGS TO MAINTAIN VERTICAL CLEARANCE OF 12" MIN.
BETWEEN PIPES.
8. THE MINIMUM REQUIRED VERTICAL CLEARANCE OF PROPOSED UTILITIES
FROM EXISTING GAS LINE ON GRANT AVENUE SHOULD BE CONFIRMED AND
PROVIDED ACCORDINGLY. ETHAFOAM PAD IS TO BE PROVIDED IF MINIMUM
VERTICAL CLEARANCE IS NOT AVAILABLE AT CROSSING.
EX. LIGHT POLE WITH
LUMINAIRE (TO REMAIN)
INSTALL PER DIRECTION OF CITY OF RENTON
TRANSPORTATION MAINTENANCE MANAGER.
PUBLIC WATER EASEMENT
(FROM R.O.W. LINE TO ⅊)
CB #6
12" IE 341.60 (E)
12" IE 341.59 (NW)
RIM EL 345.11
CB #7
12" IE 349.02 (W)
RIM EL 354.83
1-10"
45° BEND
98LF 8" P
V
C
@
8
.
4
2
%
SSMH #7
8" IE OUT 343.49 (W)
RIM EL 353.74
STA 1+10.80
SSMH #6
8" IE IN 335.21 (E)
8" IE OUT 335.11 (S)
RIM EL 344.96
STA 5+51.22
1-10" CAP
118LF 10" D.I.
PVI STA: 0+28.74
PVI EL: 346.93
BVC STA: 0+22.74EL: 346.01EVC STA: 0+34.74EL: 347.4512' VC
PVI STA: 0+16.10
PVI EL: 345.00
BVC STA: 0+10.10EL: 344.82EVC STA: 0+22.10EL: 345.9112' VC
EX 103LF 1
2
"
L
C
P
E
@
7
.
2
0
%EAST PLGRANT CIRCLE SEBLDG 4 & 5
LOT LINE (TYP)125LF 8" PVC @ 0.73%
SSMH #3
8" IE IN 305.28 (N)
8" IE IN 305.28 (E)
8" IE OUT 305.23 (SW)
RIM EL 313.13
STA 9+57.45
SSMH #8
8" IE IN 306.30 (E)
8" IE OUT 306.20 (S)
RIM EL 313.68
STA 1+50.07
STAIRS90° ANGLEEX 12" STORM
66LF 8" PVC @ 0.50%
SSMH #3
8" IE IN 305.28 (N)
8" IE IN 305.28 (E)
8" IE OUT 305.23 (SW)
RIM EL 313.13
STA 9+57.45 SSMH #2
8" IE IN 304.90 (NE)
8" IE OUT 304.79 (SE)
RIM EL 307.17
STA 5+84.46
SSMH #1
STA 9+61.75
8" IE IN 303.15 (NE)
8" IE IN 303.25 (NW)
8" IE OUT 303.15 (SW)
RIM EL 310.44
1.60'2.26'0.52'EX
EX
NEW
EX 12" SD1.78'IN PRIVATE ALLEY
EX ROAD
GRADE
129LF 8" PVC @ 1.20%
IN GRANT AVE S
CONDO
DRIVEWAY
ENTRANCE90° ANGLES PLPVI STA: 9+45.62
PVI EL: 314.50
BVC STA: 9+35.62EL: 314.84EVC STA: 9+55.62EL: 313.0020' VC
PVI STA: 10+04.79
PVI EL: 305.62
BVC STA: 9+94.79EL: 307.12EVC STA: 10+14.79EL: 305.4720' VC
EX 89LF 12" LC
P
E
@
4
.
1
3
%
CB #2
12" IE 311.00 (E)
12" IE 310.90 (W)
RIM EL 314.10
EX 6
1
L
F
1
2
"
L
C
P
E
@
1
3
.
7
5
%
CB #1
12" IE 302.54 (E)
12" IE 302.54 (N)
RIM EL 306.21
SSMH #2
8" IE IN 304.90 (NE)
8" IE OUT 304.79 (SE)
RIM EL 307.17
STA 5+84.46
SSMH #3
8" IE IN 305.28 (N)
8" IE IN 305.28 (E)
8" IE OUT 305.23 (SW)
RIM EL 313.13
STA 9+57.45
1-10" 22.5° BEND
CONNECT TO
EX 12"'WA
1-12"x10" TAPPING TEE
1-10" VALVE
54LF 10" D.I.GRANT AVENUE S5' SWROWBLDG 8
EX
R.O.W.
2' ROW DEDICATION
PVI STA: 1+65.07
PVI EL: 316.00
BVC STA: 1+55.07EL: 314.50EVC STA: 1+75.07EL: 316.3420' VC
PVI STA: 2+86.80
PVI EL: 324.08
BVC STA: 2+76.80EL: 322.58EVC STA: 2+96.80EL: 324.4920' VC
PVI STA: 3+90.55
PVI EL: 332.09
BVC STA: 3+80.55EL: 330.59EVC STA: 4+00.55EL: 332.5020' VC
PVI STA: 7+17.50
PVI EL: 330.70
BVC STA: 7+07.50EL: 331.11EVC STA: 7+27.50EL: 329.2020' VC
PVI STA: 8+26.01
PVI EL: 321.98
BVC STA: 8+16.01EL: 322.38EVC STA: 8+36.01EL: 320.4820' VC
PVI STA: 5+50.34
PVI EL: 348.28
BVC STA: 5+00.34EL: 340.78EVC STA: 6+00.34EL: 340.78100' VC
PVI STA: 0+34.83
PVI EL: 296.47
BVC STA: 0+24.83EL: 296.32EVC STA: 0+44.83EL: 297.9720' VC
PVI STA: 2+52.48
PVI EL: 318.94
BVC STA: 2+42.48EL: 318.60EVC STA: 2+62.48EL: 320.4420' VC
PVI STA: 3+56.02
PVI EL: 326.91
BVC STA: 3+46.02EL: 326.50EVC STA: 3+66.02EL: 328.4120' VC
PVI STA: 4+61.81
PVI EL: 335.00
BVC STA: 4+51.81EL: 334.59EVC STA: 4+71.81EL: 336.5020' VC
PVI STA: 6+48.87
PVI EL: 333.50
BVC STA: 6+38.87EL: 335.00EVC STA: 6+58.87EL: 333.0920' VC
PVI STA: 7+56.79
PVI EL: 324.80
BVC STA: 7+46.79EL: 326.30EVC STA: 7+66.79EL: 324.3920' VC PVI STA: 8+55.73
PVI EL: 317.52
BVC STA: 8+45.73EL: 319.02EVC STA: 8+65.73EL: 317.1820' VC
SSMH #6
8" IE IN 335.21 (E)
8" IE OUT 335.11 (S)
RIM EL 344.96
STA 5+51.22
SSMH #4
8" IE IN 328.75 (NE)
8" IE OUT 328.65 (W)
RIM EL 336.85
STA 6+27.44
43LF
8
"
P
V
C
@
9
.
2
3
%
SSMH #9
8" IE OUT 326.75 (W)
RIM EL 335.10
STA 4+64.14
314LF 8" PV
C
@
6
.
5
1
%
SSMH #8
8" IE IN 306.30 (E)
8" IE OUT 306.20 (S)
RIM EL 313.68
STA 1+50.07
CONNECT TO
EX 12"'WA
1-12"x10" TAPPING TEE
1-10" VALVE
1-10" 22.5° BEND
1-10" 45° BEND
1-10" 45° BEND
1-F.H. ASSEMBLY
1-10" 45° BEND1-10" 45° BEND
1-10" 45° BEND
387LF 10" D.I.
41LF 10" D.I.
25LF 10" D.I.
5LF 10" D.I.
45LF 10" D.I.
29LF 10" D.I.
356LF 10" D.I.
EX
R.O.W.
SSMH #5
8" IE IN 332.86 (N)
8" IE OUT 332.76 (SW)
RIM EL 341.81
STA ???
43LF 8" PV
C
@
5
.
2
2
%
STA.=5+50.00
INSTALL 1" AIR-VAC RELEASE ASSEMBLY
ON HIGH POINT OF WATER LINE PER
RENTON STD PLAN 340.3
333LF 8"
P
V
C
@
7
.
0
2
%CL ALLEYFACE OF EX CURB5' SW
BLDG 1
BLDG 2
BLDG 3 BLDG 6
LOT LINE (TYP)BLDG 7
GRANT AVENUE S2' ROW DEDICATION
1.00'1-12"x10" TAPPING TEE
7/21/2023RGG
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SAHI
IN REENOTR46937
ph 206.890.8291
4715 142nd Pl. SW #B,
Edmonds, WA 98026
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
7/21/2023RGG
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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.AAANNNNNNNGRANT PLACE TOWNHOMES
1600 GRANT AVE S RENTON, WA 98055
PARCEL 2023059052
ROAD AND STORM PROFILES
A-NNNNNNN
V: 1"=10' H: 1"=30'
GRANT CIRCLE SE (PRIVATE ALLEY
V: 1"=10' H: 1"=30'
SEWER AND WATER PROFILE - GRANT CIRCLE SE (PRIVATE ALLEY)
V: 1"=10' H: 1"=30'
SEWER AND WATER PROFILE - ALLEY BLDG 4 AND 5
V: 1"=10' H: 1"=30'
NORTH / SOUTH SEWER PROFILE - BLDG 1 AND 8
V: 1"=10' H: 1"=30'
SEWER PROFILE - GRANT AVE S
NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M.GRANT PLACE TOWNHOMES
7/21/2023RGG
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I ANO EL
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ATDSN
TA WFO
.
SAHI
IN REENOTRR
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.AAANNNNNNNGRANT PLACE TOWNHOMES
1600 GRANT AVE S RENTON, WA 98055
PARCEL 2023059052
COMPOSITE UTILITY PLAN
A-NNNNNNN