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A PORTION OF THE NW 1/4 OF SFCTION 29- TWP_ 23 N_ RGF_ 5 F_ KING COUNTY. WA
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STA. +00.00, HIGH AVE S
= STA. 15 +68.54, i S 28TH ST
ELEV. I- 453.51
+32.99, HIGH AVE S
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JOB #1670- 004 -013
(TYP.)
HIGH AVE S
STA. 158.54, S 28TH ST r
V. = 4)!' .51 +
STA. 3 +26.50, HIGH AVE S II
-- --
ELEV. = 454.01
R- 312915
SCALE: 1 =20' HORIZ.
1' =5' VERT.
20 10 0 20 40
rES:
E SHEET RW -01 FOR HORIZONTAL CURVE DATA.
ISTING DRY UTILITIES SHALL BE REMOVED OR
LOCATED BY THE APPROPRIATE UTILITY COMPANIES
ID COORDINATED WITH THE CONTRACTOR. NOTIFY
E ENGINEER OF ANY DISCREPANCIES.
INTRACTOR SHALL RECORD ANY FIELD DEVIATION
OM THE ENGINEERING PLANS. THESE RECORDS
IALL BE KEPT ON CONSTRUCTION DRAWINGS AND
RNED OVER TO THE ENGINEER UPON COMPLETION
THE PROJECT.
REET NAME SIGNS AND STOP SIGNS TO BE
STALLED PER CITY OF RENTON STANDARDS G012 do
113. FINAL LOCATIONS TO BE DETERMINED DURING
INSTRUCTION BY THE CITY. SIGNS WILL NEED TO
INSTALLED PRIOR TO AS- BUILTS AND COMPLETION
CONSTRUCTION.
L TRENCH RESTORATION SHALL BE PER THE
IRRENT CITY OF RENTON TRENCH RESTORATION
ID STREET OVERLAY DETAIL
ORM DRAINAGE MAINS SHALL BE VIDEOED
ALLOWING INSTALLATION. VIDEO TO BE PROVIDED TO
rY INSPECTOR.
7. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION
IS LESS THAN 1 FOOT.
ALLOWABLE PIPE MATERIALS
1. REINFORCED CONCRETE PIPE
2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52)
3, SOLID WALL POLYETHYLENE PIPE (SWPE; ALSO
KNOWN AS HDPE PIPE OR HDPP)
4. CORRUGATED POLYETHYLENE PIPE (CPEP)
STA. 5 +3152
END Al'LEY IMPF
MATCH I EX. IMPF
ELEV. = 457.08
2 +60 3 +00 3 +00
! II
II
0 (L
/11/14
SCALE: 1 =20' HORIZ.
1' =5' VERT.
20 10 0 20 40
rES:
E SHEET RW -01 FOR HORIZONTAL CURVE DATA.
ISTING DRY UTILITIES SHALL BE REMOVED OR
LOCATED BY THE APPROPRIATE UTILITY COMPANIES
ID COORDINATED WITH THE CONTRACTOR. NOTIFY
E ENGINEER OF ANY DISCREPANCIES.
INTRACTOR SHALL RECORD ANY FIELD DEVIATION
OM THE ENGINEERING PLANS. THESE RECORDS
IALL BE KEPT ON CONSTRUCTION DRAWINGS AND
RNED OVER TO THE ENGINEER UPON COMPLETION
THE PROJECT.
REET NAME SIGNS AND STOP SIGNS TO BE
STALLED PER CITY OF RENTON STANDARDS G012 do
113. FINAL LOCATIONS TO BE DETERMINED DURING
INSTRUCTION BY THE CITY. SIGNS WILL NEED TO
INSTALLED PRIOR TO AS- BUILTS AND COMPLETION
CONSTRUCTION.
L TRENCH RESTORATION SHALL BE PER THE
IRRENT CITY OF RENTON TRENCH RESTORATION
ID STREET OVERLAY DETAIL
ORM DRAINAGE MAINS SHALL BE VIDEOED
ALLOWING INSTALLATION. VIDEO TO BE PROVIDED TO
rY INSPECTOR.
7. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION
IS LESS THAN 1 FOOT.
ALLOWABLE PIPE MATERIALS
1. REINFORCED CONCRETE PIPE
2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52)
3, SOLID WALL POLYETHYLENE PIPE (SWPE; ALSO
KNOWN AS HDPE PIPE OR HDPP)
4. CORRUGATED POLYETHYLENE PIPE (CPEP)
STA. 5 +3152
END Al'LEY IMPF
MATCH I EX. IMPF
ELEV. = 457.08
2 +60 3 +00 3 +00
0
FIRST SUBMITTAL
ESM
/11/14
1
SECOND SUBMITTAL
ESM
15/14
2
MYLAR SUBMITTAL
ESM
/12/14
aao-Am
NO.
REVISION
BY
DATE
APPR
.rvx -
465
450
440
_ 1 CHECKED FOR COMPLIANCE TO CITY STANDARDS
TYPE 1 CB 19 E 1 __. --- _ __-
- - - -_
.15 TG -454.2 - - - --
14 12 "0 E--449 -76 8 "0
14 12 "0 IE= 449.26 12 °0
I
3 +40 3 +80 4 +20 4 +60 5 +00
+' -20 �W •� CITY OF LaRosa 05/12/=I-
ROAD AND STORM PLAN AND PROFILE
RENTON
2E DATUM RD -05
Planning /Building /Public Works Dept.
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