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STORM CROSSING PROFILE 1 GLENNWOOD AVE PROFILE
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ENGINEERING PLLC
321 3rd Ave South, Suite 406
Seattle, Washington 98104
ph 206.596.7115
Uj coterraengineering.com
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SCALE: HORZ. 1 " = 20' VERT. 1 " = 5'
PROP.
ROW
26.5'
EX
ROW
1.5'
STREET/CONTROL
DEDICATION 5' VARIES 13'
SIDEWALK PLANTER STREET
(5.5'-85) TOP OF CURB
(PROFILE POINT)
2.0% EXISTING GRADE (TYP)
-� I I ITI-III-i i l III=i ,
5" PERMEABLE CONCRETE \\-- ASPHALT PATCH
SIDEWALK W/ 6" AGGREGATE CURB AND GUTTER
BASE PER COR STD PLAN 261.10 PER COR STDS
COMPACTED SUBGRADE
TYPICAL SECTION STA 3+90.89 - 4+49.37, 5+17.36 - 6+11.43
350
R `1
Rsuf
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330
10+66
STA 9+14.95
N=185375.21
E=1306931.46
DATUM
NAVD 88
LEGEND
` VEHICULAR PERMEABLE PAVERS 6
REFER TO LA PLANS FOR FINISH C6.
PERMEABLE PAVERS 6
REFER TO LA PLANS FOR FINISH C6.
ASPHALT CONC. PAVEMENT 4
C6. 6
PERMEABLE ASPHALT CONC. PAVEMENT C6.
PERMEABLE CEM. 6
CONC. SIDEWALK C6.
CEM. CONC. PAVEMENT 3 5
C6. C6.
CONIC CURB AND GUTTER 1
C6.
- - - SAWCUT LINE
GRIND AND 2" HMA 4
x x x OVERLAY PER COR
STANDARDS C 6.
NOTES
1. AN AUTOCAD FILE WILL BE PROVIDED TO THE CONTRACTOR FOR LAYOUT.
2. COORDINATE WORK WITH ARCHITECTURAL AND LANDSCAPE ARCHITECTURAL DRAWINGS.
3. SEE ARCHITECTURAL SITE PLAN FOR ADDITIONAL SITE INFO.
4. SEE SHEET C1.0 AND C1.1 FOR GENERAL NOTES.
CURB ALIGNMENT TABLE
CURVE DATA
NO.
BEGIN STATION, FL ELEV.
END STATION, FL ELEV.
BEARING
0
R
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3+88.65, 13.00' LT, 340.99
4+37.23, 12.16' LT, 340.02
S 06'0SO0" E
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5+65.67, 14.50' LT, 338.86
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200'
123.79'
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5+65.67, 14.50' LT, 338.86
5+99.93, 16.36' LT, 338.64
S 29'24'50" E
NA
NA
NA
CURB RETURN TABLE
NO.
A
R
STA PC LOCATION
STA PT LOCATION
PLOWLINE
1EL4EVATION
2
3 4
PT
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35°27'50"
200'
4+37.23, 12.16' LT
340.02
339.52
339.28
339.07
338.86
5+65.67, 14.50' LT
PROP. STREET/CONTROL
ROW
26.5' A
EX
ROW
1.5'
DEDICATION VARIES 3.5' MIN. VARIES VARIES
PLANTER SIDEWALK PLANTER STREET
(0'-8.5') TOP OF CURB
(PROFILE POINT)
2 0% EXISTING GRADE TYP
CONSTRUCTION
-��1=III-ITI-1il. ,II-i, 5" PERMEABLE CONCRETE RECORD DRAWING
SIDEWALK W 6" AGGREGATE ASPHALT PATCH THE INFORMATION ON THIS DRAWING
/ CURB AND GUTTER INDICATES CHANGES MADE TO THE
BASE PER COR STD PLAN 261.10 CONSTRUCTION DOCUMENTS BASED UPON
COMPACTED SUBGRADE PER COR STDS UTILITY AS -BUILT SURVEY PREPARED BY
D.R. STRONG CONSULTING ENGINEERS
TYPICAL SECTION STA 4+49.37 - 5+17.36 INC., DATED 12 10 21, AND
NTS TRANSFERRED TO THE REPRODUCIBLE
DRAWINGS BY THE ENGINEER.
SURVEYED: SCALE:
1"=20' VERTICAL NAVD ' CITY O F
HORIZONTAL-NAD 1983/183/1991
DESIGNED: HS ,
DRAWN: HS RENTON
ONE INCH DATU M
CHECKED: PA AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY
STA 3+88.17, 25. 2' LT
BEGIN AS HALT
TRANSITION TO EX
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34 .
341.83
341.65
341.10
341.49
BC 34 .
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SUNSET OAKS APARTMENTS
SUNSET LANE NE, RENTON, WA
GLENWOOD PLAN AND PROFILE
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DATE: O
10/5/20
FIELDBOOK:
PAGE:
DRAWING NO:
C5.1 z
SHEET: 14 OF: 36 �,/ � r /'\