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3:1 LEGEND
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FIL TER FABRIC INLET
PR07EC71ON
PROPOSED ROAD WA Y MONTEREY PLACE NE
RESTORA TION AREA
EX. CONCRETE CURB &
GUTTER TO REMAIN
UNDAMAGED AND
IN-PLACE.
2" HMA (CL. 1/2" PG 64-22)
OVERLAY
/-2" HMA (CL. 1/2" PG 64-22)
EDGE OF PAVEMENT, EDGE OF
CURB & GUTTER, OR CENTER OF
LANE LINE. SAWCUT AND
REMOVE OR GRIND.
SEAL WITH AR4000W.
—EX. ASPHALT PAVEMENT
(DEPTH VARIES)
"EXISTING SUBGRADE
6" CRUSHED SURFACING TOP COURSE
BACKFILL MATERIAL AS REQUIRED BY
THE ENGINEER:
- NATIVE MATERIAL
- SELECT IMPORTED TRENCH BACKFILL
- CRUSHED ROCK
- FLOWABLE FILL
REPLACE PAVEMENT
AND SUBGRADE
BETWEEN EDGE OF
TRENCH AND FACE OF
GUTTER.
ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND
TEMPORARILY PATCHED WITH 2" MIN. HOT MIX ASPHALT AT END OF EACH
WORK DAY.
THE FINAL PATCH SHALL BE INSTALLED WITHIN TWO (2) WEEKS OF FINAL
INSPECTION AND TRANSFER OF SERVICE TO THE NEW WATER MAIN.
FOLLOWING THE COMPLETION OF THE NEW WATER LINES AND ALL RELATED
APPURTENANCES, THE CONTRACTOR SHALL REMOVE ALL EXISTING ASPHALT,
SUBSTANDARD SUBGRADE MATERIALS, AND REPLACE WITH 6" CRUSHED
SURFACING TOP COURSE AND 4" OF HOT MIX ASPHALT CONCRETE
PAVEMENT TO BE PLACED IN TWO (2) 2" LIFTS.
Know what's below.
�,_ Call before you dig.
TRFNC;H RESTORATIoN nFTAII
ONE -CALL
7-800-424-5555
EXISTING UTILITIES ARE SHOWN FOR
REFERENCE ONLY. CONTRACTOR
SHALL FIELD LOCATE ALL EXISTING
UTILITIES A MINIMUM OF 72 HOURS
PRIOR TO CONSTRUCTION.
t'Y
ORIGINAL PLANS STAMPED BY -
ANDREW
ANDREW WEYGANDT ON:2/11/14 NO.
PE #44883
REVISION
AMERICAN SURVEYING & ENGINEERING, LLC (ASE)
CONDUCTED AN AS -BUILT SURVEY TO LOCATE ALL WATER
VALVES, HYDRANTS AND WATER SERVICE METERS. AS -BUILT
DRAWING REDLINE MARKUPS WERE MAINTAINED BY THE
BUNO CONSTRUCTION COMPANY ON SITE CONSTRUCTION
FOREMAN AND PROVIDED TO ASE TO PREPARE THE FINAL
RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE
AS -CONSTRUCTED CONDITIONS BASED ON A COMBINATION
OF FIELD SURVEY DATA AND THE AS -BUILT REDLINE
MARKUP DRAWINGS PROVIDED FROM BUNO CONSTRUCTION
AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL
WATER VALVES, HYDRANTS AND WATER SERVICE METERS
WERE FIELD SURVEYED IN THEIR AS -BUILT LOCATIONS AND
A C C U R A TE L Y R E F L E C T E D H E R E O N.
i /. .10.5
SURVEYED:
BRH, INC.
DESIGNED:
AW
DRAWN:
AW
CHECKED:
AG, AW
APPROVED:
AG, LH
SCALE:
1 "=50'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL- NAVD 1988
HORIZONTAL- NAD 1983/1991
Alt__-T�
DATUM
4
'4 R CITY OF
t RENTON
Planning/Building/Public Works Dept.
MONTEREY TERRACE WATER MAIN
REPLACEMENT PROJECT
ROADWAY RESTORATION AND TESC PLAN
DATE:
FEB
2014
FIELDBOOK:
PAGE:
DRAWING N0:
D-3
SHEET: 9 F: 20