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INTERSECTION OF HARRINGTON AVE NE AND o 00 00 0
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N C FOUND MON IN CASE BRASS PIN DOWN 1.0 � 1' TYPE 1-CB v Lou w o
o °� o N=186439.54 REMOVE EX N RIM 34zl1 " w `Q o
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u 1I N (n REPLACE CURB"' i' it "' 0 `�? Z
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CD Q - - HARRI GTON AVE E 00 Q � " °° 3 "
O+ 0 M cn�Ki� M M -M M -M M M � vJ M M M M M MN M I E
677.84 N 7+00 I 7+50 387. S 00*35'4�,Ot '46 8 0687.8 En_j L.L.I 8+50 9+00 9-00 ST
S 03.3527" W - �,
REP '�' ENV o 0 0 o 0 0 0 :: o 01 0
REQUiOTO ID AD I "OTDS S WALK PER CO N
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1----------- -:..: �ESSIBLE ROUTE TO THE NORTH I - - - - - - STANDARDS (TY't -I� O S
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CLEA B CUT ' `�
14
�5 FOR GRADING i �� , \ C6. I R M VOU
1 _ - - - - - - �� LI
INFORMATION: IE 337.7 (TY7cT
8 PERF PIPE m w
q:
Il- STA 7+ 8.60 - f - \ ,
L COORDINATE z 1" LUMINAIRE CONDUIT PER ELWTRI£AL
, F- w SEE ONSITE STORM DRAIN �- v� P � co
1. - m VAL OF EX cn AND UTILITY PLANS FOR N - car' m
wl o w zPP W/ PSE SANITARY AND STORM I' O CH EX ICE K z
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CONNECTI INF00 O oCD
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cV cV
350 ro
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z . . . . . . . . . . . . . . �. U .m m o o
345 Q Q m . . . . . .
��LIJ�XLIJ + Of L'I � o��
................. .............. .................... ................................................... + �. M...........DO �. _ �_�_ � �. ... OO. CD.... " L1J...... �: O X......
. . . . . . . . . . . . . . . . . . . . . . . . . . . . °°.o:... :Xow �� Q.�:�iwm +:M.LLI. . . . . . .
Q L>LI (/) Lil Q � C� C' N W Ln 2
_ _ (n
XISTING FLOWLINE - - - = ---2.041 v� w
340
XISTING CENTERLINE_ OF ROADWAY... .......
PROPOSE
10" WATER MAIN FLOW LINE
BOTTOM OF BIORETENTION CELL
8" PERF. UNDERDRAI
335 BOTTOM OF UNDERDRAIN AGGREGATE LL, ............... _ _______ _ .............. ......
z DO z
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Q w .� . . . . . EXISTING 18" SD @ 3.0% . . . .
Q .� .
330 - _ -EXIST 8" SEWER MAIN C� 1.4%. . . . . . . . . . . DO . . . . . . . . . . . . . . . . . .
........ ....... - . �: ..........................
8+00 9+00
HARRINGTON AVE PROFILE
SCALE: HORZ. 1" = 20' VERT. 1" = 5'
STREET/CONTROL EX STREET/CONTROL
ROW
30' 30'
15.3'f 8.7'f 6' 11' 1' 10.5'
STREET PLANTER SIDEWALK STREET BIORETENTION PLANTER
EXISTING GRADE (TYP)
2.0% 2.0%
ASPHALT PATCH AS REQUIRED 5" POROUS CONCRETE SIDEWALK
EX OR NEW CURB AND W/ 6" AGG. BASE PER COR STD
GUTTER PER COR STDS PLAN 261.10
COMPACTED SUBGRADE
HARRINGTON AVE NE - TYPICAL SECTION - STA 7+17.77 TO 8+34.81
co erra
ENGINEERING PLLC
321 3rd Ave South, Suite 406
Seattle, Washington 98104
ph 206.596.7115
Uj coterraengineering.com
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MONUMENT STA 10+65.68
185503.61 N=185375.21
1306929.72 E=1306931.46
A 9+37.27,0.091' RT
��bLOr-
.66, 30.0' Rki N � N
EW JUNCTION"' n "' to
to
RCEPT AND 2
XISTING CIRCUIT ; a- a-,
CTRICAL PLANS
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6'
SIDEWALK
350
�E 'q
DATUM
NAVD 88
NOTES
1. AN AUTOCAD FILE WILL BE PROVIDED TO THE CONTRACTOR FOR LAYOUT.
2. COORDINATE WORK WITH ARCHITECTURAL AND LANDSCAPE ARCHITECTURAL
Ln 0+66 DRAWINGS.
3. SEE ARCHITECTURAL SITE PLAN FOR ADDITIONAL SITE INFO.
4. SEE SHEET C1.0 AND C1.1 FOR GENERAL NOTES.
LEGEND
ASPHALT CONC. PAVEMENT 4
C6. 6
PERMEABLE ASPHALT CONC. PAVEMENT C6.
PERMEABLE CEM. @C6
CONC. SIDEWALK
CEM. CONC. PAVEMENTGcj
5
C6.
CONIC CURB AND GUTTER 1
C6.
SAWCUT LINE
WATER/FIRE SERVICE
0 CLEANOUT If6
C6. 1 2 (9,7
C6.7 C6.7 E')
BIORETENTION PLANTER 4 5 6
C6.7 C6.7 C6.7
CURB ALIGNMENT TABLE
NO.
BEGIN STATION, FL ELEV.
END STATION, FL ELEV.
BEARING
®
8+98.84, 12.40' RT, 340.47
9+06.96, 14.77' RT, 340.43
S 15°41'22" W
CURB RETURN TABLE
N0.
A
R
STA PC LOCATION
FLOWLINE
ELEVATION
STA PT LOCATION
PC
1 4
1 2
3 4
PT
O
27°05'34"
20'
8+22.74, 15.30' RT
341.83
341.81
341.78
341.75
341.75
8+31.85, 13.10' RT
O
27°07'32"
10'
8+31.85, 13.10' RT
341.75
341.74
341.74
341.73
341.73
8+36.41, 12.00' RT
O3
16'17'06"
10'
8+96.04, 12.00' RT
340.50
340.49
340.48
340.47
340.47
8+98.84, 12.40' RT
O
16°51'17"
10'
9+06.96, 14.77' RT
340.43
340.43
340.42
340.41
340.40
9+09.86, 12.40' RT
BC 344.4 EX
TC 345. (E
BC 344.5t (EX)
TC 345.1 t (EX) -
BC 344.6f (EX)
335
STA 6+85.81 1 .00' RT o
MATCH E DEWALK
o 1
-
345i (EX)
345.1 t (EX)
330
o�
344.37
o 344.50
'.39 9 9
( ^ ,
345.2t (EX).2.9
345.28t (EX)
MATCH EXISTING GRADE
STA 3+88.17, 30.00' RT
ALONG PROPERTY LINE
BEGIN ADJACENT PROPERTY'S
(TYP)
DRIVEWAY TRANSITION
EX
1 TRANSITION DETAIL
ROW
I
C5 SCALE: 1 =10
0.5'
EXISTING GRADE (TYP) 0.5'
2.0%
2.5 2.5 =
1 1 F- -1 III-1-111-111-1
5" POROUS CONCRETE SIDEWALK
ASPHALT PATCH AS REQUIRED W/ 6" AGG. BASE PER COR STD
NEW CURB AND GUTTER PLAN 261.10
PER COR STDS COMPACTED SUBGRADE
HARRINGTON AVE NE - TYPICAL SECTION - STA 8+52.04 TO 9+13.05
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REVISION
SURVEYED:
DESIGNED: HS
DRAWN: HS
CHECKED: PA
BY
DATE
APPR
APPROVED:
SCALE:
1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL• NAVD 1988
HORIZONTAL, NAD 1983/1991
DATUM
CONSTRUCTOR
RECORD DRAWING
THE INFORMATION ON THIS DRAWING
INDICATES CHANGES MADE TO THE
CONSTRUCTION DOCUMENTS BASED UPON
UTILITY AS -BUILT SURVEY PREPARED BY
D.R. STRONG CONSULTING ENGINEERS
INC., DATED 12/10/21, AND
TRANSFERRED TO THE REPRODUCIBLE
DRAWINGS BY THE ENGINEER.
CITY OF
RENTON
Planning/Building/Public Works Dept.
Wu
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS w
SUNSET OAKS APARTMENTS
SUNSET LANE NE, RENTON, WA
HARRINGTON PLAN AND PROFILE
I -
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DATE:
10/5/20
O
FIELDBOOK:
PAGE:
DRAWING NO:
C5.2
z
SHEET: 15 OF: 36
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