HomeMy WebLinkAboutAsphalt at curbW
303.5 LF
-
LS
PV
LS
MWATER VALVE
WATER MANHOLE
EXISTING 12" GV
ASPHALTASPHALT
GR
A
V
E
L
ASPHALT
SIDEWALK
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>SB
SIG
N
A
L
B
O
X
SB
TV
N63°57'27"E
1423.14' (M)
1423.21' (ST)
595.07' (C)
595.10' (ST)
828.07' (C)
828.11' (ST)S26°02'33"E 45.00'FO
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D
NE SUNSET BLVD
400
39
9
401
400
399
401
401
400
6.5' R.O.W.
DEDICATION
1
C3.1
8.00'
SIDEWALK
24'
8.00'
SIDEWALK
5.00'
PROTECT
EXISTING
CATCH BASIN
TYPE C1B CONCRETE
DRIVEWAY
CATCH BASIN
RIM 398.80
12" CONC NE 394.86 IE
12" CONC N 394.84 IE
12" CONC SW 394.91 IE
CATCH BASIN
RIM 400.13
12" CONC SW 397.30 IE
SANITARY SEWER
MANHOLE
RIM 398.25
12" CONC NE 386.00 IE
12" CONC SW 385.95 IE
CATCH BASIN
RIM 399.93
12" CONC NE 395.33 IE
12" CONC SW 395.21 IE
SANITARY SEWER
MANHOLE
RIM 400.43
12" CONC NE 388.08 IE
8" PVC S 388.91 IE
12" CONC SW 388.08 IE
SANITARY SEWER MANHOLE
RIM 400.71
12" CONC NE 388.80 IE
12" CONC SW 388.61 IE
20' SEWER
EASEMENT
CATCH BASIN
RIM 400.78
12" CONC SW 397.38 IE
SANITARY SEWER
MANHOLE
RIM 400.93
8" CONC N 391.53 IE
12" CONC NE 390.88 IE
6" CONC S 391.82 IE
12" CONC SW 390.90 IE
177.5 LF
15.00'UTILITY PATCH
EG: 399.97
EG: 400.26
EG: 400.28
EG: 400.78
EG: 399.57
TC:400.56
FL: 400.06
TC:400.79
FL: 400.29
TC:401.50
FL: 401.00
TC:400.28
FL: 400.28
TC:400.08
FL: 400.08
TC:401.00
FL: 400.50
PROPOSED MEDICAL OFFICE SHELL
5,200 SF FOOTPRINT
BRING SIGNAL
BOX TO GRADE
BRING SIGNAL
BOX TO GRADE
390
395
400
405
390
395
400
405
10+00FG FG 400.9510+50FG 399.19EXISTING ROW BOUNDARY
PROPOSED ROW BOUNDARY
PROPOSED GRADE
AT SECTION LINE
EXISTING GRADE
AT SECTION LINE
PROPOSED
GRADE ELEV.
AT SECTION
LINE
EXISTING
GRADE ELEV.
AT SECTION
LINE
6.50'
7.2%
8.00'
SIDEWALK
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
T A C O M A
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
S E A T T L E
S P O K A N E T R I - C I T I E S
SUNSET MEDICAL OFFICE BUILDING
AHBL JOB #2230621.10
34
Know what's below.
before you dig.Call
R C24006327PR24-000052LUA24-000218TED-40-4335GRAPHIC SCALE
0 20 40
1" = 20 FEET
10
N
FRONTAGE
IMPROVEMENTS PLAN
C3.1
6
VERTICAL DATUM = NORTH AMERICAN VERTICAL
DATUM NAVD 88 (CITY OF RENTON)
CITY OF RENTON SURVEY CONTROL POINT 2189
BASE: CITY OF RENTON CONTROL POINT #1845
FOUND MONUMENT INCASED AT STREET
INTERSECTION OF 148TH AVENUE SOUTHEAST
AND SOUTHEAST 112TH STREET. KING COUNTY
SURVEY CONTROL POINT NO. 3725.
ELEVATION: 467.77 FEET
SITE NO. 1
SET MAG NAIL IN SIDEWALK, 3' SOUTH OF FACE
OF CURB ON SOUTH SIDE OF SUNSET BLVD. AT
CENTER OF DRIVEWAY
ELEVATION: 400.60'
SITE NO.2
SET PK NAIL IN ASPHALT, 8.8' NORTHEAST OF
LIGHT STANDARD, 27' NORTHEAST OF SOUTH
END OF 6' CYCLONE FENCE.
ELEVATION: 396.77
BENCHMARK
1 SCALE: H:1"=20', V:1"=2'
DRIVEWAY SECTION
2
C3.3
Q:\2023\2230621\10_CIV\CAD\_Final Design\2230621-SH-FRONTAGE.dwgCENTERLINEEX. ROW28.5' ±
45' ROW
15'
8'
SIDEWALK
BUILDING
WALL
EXISTING
PAVEMENT PROP. ROW6.5'
6"
1.5%
MAX
MATCH EXISTING
FLOWLINE
GRADE
2'
MATCH EXISTING
GRADE @
SAWCUT
7" HMA
6" CSTC
VARIES
8'
BUFFER
1'
4" CEMENT
CONCRETE
SIDEWALK
2
C3.22" CRUSHED
SURFACING
TOP COURSE
1
C3.3
3
C3.3
2 NOT TO SCALE
NE SUNSET BLVD SECTION
2
C3.1
R-433506
07/21/2025
DEVELOPMENT ENGINEERING
HHuynh 07/21/2025