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FOUND 3/4" IRON PIPE
0.39'S, 0.31'W
OF PROP COR
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12' WIDE
COR STA
FOUND PK NAIL
W/ FLASHER
BM #33127
ELEV=344.56'
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RIM (SOLID)=344.07
12" PVC (N)=340.82'
12" CONC (S)=340.82'
................................................................
1 +21.39, 5.50' LT
„ " : 6" FH PV1 STA:2+71.1 D
1 - 10 X6 TEE (MJXFL) PVI STA:1 +59.30 PVI ELEV�347.17 PVI ELEV 344.44 .
1 = 6" GATE VALVE FLXMJ 150.0' VC
( ) PVI ELEV:342.85 9.9. VC m N
1 - - -FIRE HYDRANT ASSEMBLY: . . . 5.0'' V . rn _
1.. -..CONC.: THRUST BLOCK. .....PVI..STA:.1 +34.69........ , _ r..........................................:........ q .��I , .o...., ........... F . .
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18" STORM 1+94.13 121.�55'� " DIP:@ -2.00% 3+07.3 1.5" IRRIGATION WA SERV
+2-6.50 1+51.50 2" DOM A SERV, BLDG B . . . 1.5" DOM WA SERV, BLDG C -174.60' 10 DIP ®0:0% 8".EX SS
MAIN I �� 2.5°. HORIZONTAL. 2.5' HORIZONTAL 1+91.1 . . . . . . . . . . . . . . . . 3+7fi.55
JOINT DEFLECTION JOINT DEFLECTION 1.5" D M WA SERV; BLDG A (ACTUAL DEPTH LOWER THAN SHOWN)
1+00 2+00 3+00 4+00
co erra
ENGINEERING PLLC
321 3rd Ave South, Suite 406
Seattle, Washington 98104
ph 206.596.7115
coterraengineering.com
ALLEY PROFILE
SCALE: HORZ. 1" = 20' VERT. 1" = 5'
Kel
STA 3+91.08=STA 7+23.28
INTERSECTION OF PROPOSED
ALLEY CENTERLINE AND
I HARRINGTON
AVE NE
CENTERLINE
I
355
CN
U
350
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z
345
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340
335
NORTH
PROP LINE 16' WIDE DEDICATION PROP ROW LINE
2' 12' PUBLIC ALLEY 2'
6' I 6'
CENTERLINE OF
ALLEY DRIVE AISLE
(PROFILE POINT)
2.0%
MATCH EXISTING GRADE (lYP) J �
CONC. VERTICAL CURB CONC. VERTICAL CURB
PER DETAIL 5/C6J PER DETAIL 1/C6.6
PERMEABLE ASPHALT CONC OR
PAVEMENT PER DETAIL 6/C6.6 FLUSH CONC CURB PER
TYPICAL SECTION DETAIL 7/C6.6
NTS
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
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 )j
3 5
C6. C6.
CONC CURB AND GUTTER 1
C6.
- - - SAWCUT LINE _
3 4
FIRE HYRANT C6. C6.
DOMESTIC WATER 5
SERVICE METER C6.
6
z WATER VALVE C6.
POST INDICATOR VALVE
FIRE DEPT CONNECTION
7
® CONC THRUST BLOCKING HORIZ C6.
WATER/FIRE SERVICE
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.
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.
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS w
SUNSET OAKS APARTMENTS
SUNSET LANE NE, RENTON, WA
ALLEY PLAN AND PROFILE
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DATE:
10/5/20
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FIELDBOOK:
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PAGE:
DRAWING NO:
C5.0
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SHEET: 13 OF: 36
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