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1 CONTRACTOR SHALL COMPLY WITH THE CITY OF
RENTON'S TRENCH RESTORATION AND STREET
1 OVERLAY REQUIREMENTS.
1
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coterra
ENGINEERING PLLC
Know what's below. 321 3rd Ave South, Suite 307
Call before you dig. Seattle, Washington 98104
ph 206.596.7115
coterraengineering.com
114TH AVE SE PROFILE
SCALE: HORZ. 1 " = 10' VERT. 1 " = 5'
7 SHARED DRIVEWAYS
6 CITY COMMENTS
5 CITY COMMENTS
4 CITY COMMENTS
NO. REVISION
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SURFACE WATER UTILITY0=.BriannLeoBannwarth
rstraka 06/20/2017
MENT ENGINEERING
06/22/2017
I
I SURVEYED:
MB
3 29 17
PA
DESIGNED: MB
MB
9 09 16
PA
MB
8 15 16
PA
DRAWN: MB
MB
7/07/16
PA
CHECKED:
PA
BY
DATE
APPR
I APPROVED:
I
im
- A
1-6
10
1
1
1
1
1
1
1
1
1
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1
1
NOTES
1. SEE SHEET C1, C2 & C12 FOR GENERAL NOTES AND ROADWAY DETAILS.
2. TYPICAL TRENCH SHALL BE PER COR STD. PLAN 220.00, DETAIL 5/C13.
3. SEE SHEET C11 FOR ROADWAY SECTIONS.
4. ALL LOCATIONS OF EXISTING UTILITIES AND FEATURES SHOWN ON THESE
PLANS HAVE BEEN DERIVED FROM FIELD SURVEY PREPARED BY OTHERS
AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT
COMPLETE. ADDITIONAL SURFACE FEATURES AND IMPROVEMENTS BEYOND
THOSE INDICATED ARE PRESENT AND IT IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL
EXISTING INFORMATION AND TO FURTHER DISCOVER AND AVOID ANY OTHER
UTILITIES AND SURFACE FEATURES NOT SHOWN HEREIN WHICH MAY BE
AFFECTED BY THE IMPLEMENTATION OF THESE PLANS.
5. CROSSING UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION AND
ASSUMED CONFIGURATION. THE CONTRACTOR SHALL UNCOVER ALL PIPING
WHERE CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR PRIOR TO
TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES, TO DETERMINE
ACTUAL LOCATIONS, SIZE, AND MATERIAL. THE CONTRACTOR SHALL MAKE TH
APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES AND SHALL
ADJUST WATER LINE ALIGNMENT AS NECESSARY TO ACHIEVE REQUIRED
CLEARANCES.
6. COORDINATE ALL WORK WITH CITY OF RENTON TO ENSURE FACILITY ACCESS
IS MAINTAINED AS REQUIRED.
7. PROTECT UTILITIES TO REMAIN.
8. ANY STREET SIGN REMOVED OR RELOCATED MUST BE BROUGHT UP TO
CURRENT CITY OF RENTON STANDARDS.
9. THE DITCH AREA WILL BE RE -GRADED TO ALLOW THE CATCH BASINS TO
COLLECT FROM FROM THE ROADWAY AND THE ADJACENT PRIVATE
PROPERTY AND WILL BE PLANTED WITH GRASS. EDGE OF PAVEMENT TO THI
EXISTING DITCH LINE SHALL BE AT A SLOPE OF 6:1. MAX.
U-1141
475
LEGEND
1
CB TYPE-1 C 14
CB TYPE-2 48" 2
STORM DRAIN MAIN
SANITARY SEWER MAIN
SANITARY SERVICE LINE
— — WATER SERVICE LINE
WATER/FIRE MAIN
470 )111111, FIRE HYDRANT
a CONIC THRUST
BLOCKING HORIZ
465 WATER TEE
WATER METER 1
SS3
460
ASPHALT CONIC
PAVEMENT
CEM. CONC.
PAVEMENT
PERVIOUS 3
CONCRETE C 15
SIDEWALK
CONSTRUCTION PERMIT SUBMITTAL
SCALE:
VERTICL: 1988
1 �_ 10, HOR ZONTAL: NAD NAVD1983/1991 CITY OF L I M E L I T E SHORT PLAT 3/29/ 17
FIELDBOOK:
RENTON 16204 114TH AVE SE, RENTON, WA 98055 PAGE:
DRAWING NO:
ONE INCH DATU M
AT FULL SCALE Planning/Building/Public Works Dept. FRONTAGE IMPROVEMENTS 114TH AVE SE C9
IF NOT ONE INCH
SCALE ACCORDINGLY
SHEEP: OF:
R-398009