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SAWCUT FINAL JOINT
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TYP. EACH SIDE
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ASPHALT CONCRETE PATCH
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MATCH EXISTING (APPROX. 5" TO 8" MIN.)
PAY LIMIT SEE DETAIL #1 AND #2
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SAW CUT SHALL BE VERTICAL
FOR STREET RESTORATION REQUIREMENTS
TRENCH BACKFILVLATERALS
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EXIST. ASPH. CONC. PAVEMENT, TYP.
SAW CUT AND IN STRAIGHT LINES AS
3'-0" MAINLINE
12" `B'
CEMENT DIRECTED BY THE ENGINEER
2'-0" WATER SERVICES & HYD
6" CL ASPHALT CONCRETE PATCH
(2 LIFTS)
REMOVE LOOSENED TRIM CONCRETE EXISTING CONCRETE
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TYP
ASPHALT VERTICALLY PAVEMENT
SUBSEQUENT BACKFILL MATERIAL
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6" CRUSHED SURFACING TOP COURSE
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(NATIVE IF APPROVED BY ENGINEER)
TRENCH
" " - EPDXY COATED DOWEL BARS
3 4 DIA. X 12 LONG DOWEL
OR IMPORT PER SECTION 9-03.14(1)
GRAVEL BORROW
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A 1 N CENTER 6 MIN. ON ALL FOUR SIDES
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SUBSEQUENT BACKFILL
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EXISTING RIGID BASE MIN. c'=-T'�<=,=� .<,���- "`-=- " I
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PROPOSED WATER MAIN WITH POLYWRAP
(SEE BEDDING/BACKFILL DETAIL)
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PAY LIMIT OF TRENCH
COMPACTED TRENCH BACKFILL COMPACTED CRUSHED SURFACING
AS DIRECTED BY THE ENGINEER TOP COURSE.
1°_p" PIPE ZONE MATERIAL PER SECTION 9-03.12(3)
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GRAVEL BACKFILL FOR PIPE ZONE BEDDING
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PATCH PAYMENT
5'-0" FOR MAINLINE
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3'-0" FOR WATER SERVICES & HYDRANT LATERALS
ASPHALT CONCRETE PAVEMENT OVER CEMENT CONCRETE BASE
EXCAVATION AND BACKFILL OF
6"
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UNSUITABLE FOUNDATION MATERIAL (IF NECESSARY)
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RESTORATION DETAIL 2
DEPTH AS APPROVED BY ENGINEER
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ASPHALT CONCRETE PAVEMENT
DEPTH AS REQ'D MATERIAL SHALL MEET SECTION
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RESTORATION DETAIL
MORRIS AVE S. AND INTERSECTIONS
9-03.9(1) BALLAST
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NOT TO SCALE
WATER MAIN / WATER SERVICES
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TYPICAL TRENCH BEDDING BACKEILL
S. 2ND ST. FROM BURNETT AVE S. TO WHITWORTH AVE S.
(EXCEPT AT STREET INTERSECTIONS WITH LOGAN AVE S., MORRIS AVE S.
AND WHITWORTH AVE S.)
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LOGAN AVE. SO. FROM SO. 2ND ST. TO SO. 3RD ST.
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CONSTRUCTION SURVEY NOTES
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I PLACE CONCRETE
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DATUM: CITY OF RENTON SURVEY CONTROL NETWORK-NAVD 1988,
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AS ESTABLISHED BY TRIAD ASSOC. FOR THE CITY OF RENTON.
12" PIPE AGAINST UNDISTURBED
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MERIDIAN: CITY OF RENTON SURVEY CONTROL NETWORK-NAD 1983/1991,
EARTH BOTH FACES
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WASHINGTON COORDINATE SYSTEM OF 1983/1991, NORTH ZONE.
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CONTROLLING BENCHMARKS:
"Q462
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NO. 2123 NGS BRASS DISC 1973"-ELEV.=13.750 M OR 45.111 FT.
NO. 673 TOP OF CASED MON. 12,N. OF INT. OF MORRIS AVE. S. & S.2ND ST.
ELEV.= 9.943 M OR 32.621 FT.
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EXISTING UTILITY NOTES
CLASS 5 1/2 SACK
A.) POWER, TELEPHONE, GAS, SEATTLE WATER, AND CABLE: EXISTING UTILITY LOCATIONS ARE SHOWN ON
v SHACKLE RODS CONCRETE
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THE PLANS FOR THE CONTRACTOR'S INFORMATION. LOCATIONS OF THESE UTILITIES ARE APPROXIMATE AND
(AS REQUIRED) 3000 PSI MIN
ARE BASED ON RECORDS SUPPLIED BY EACH UTILITY. THE DEPTH OF EACH OF THESE UTILITIES IS SHOWN
ON THE PROFILE AND IS BASED ON TYPICAL LAYERING DEPTHS FOR EACH OF THESE UTILITIES. HOWEVER,
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THE ACTUAL DEPTH IS UNKNOWN AND WILL VARY SIGNIFICANTLY.
B.) SANITARY AND STORM SEWERS: THE EXISTING SANITARY SEWER LINES AND SIDE SEWERS STUBS AND
6 - 3/4" SHACKLE RODS
STORM SEWERS AS SHOWN ON THE PLANS ARE APPROXIMATE AND BASED ON AVAILABLE SIDE SEWER RECORDS.
PLAN VIEW FOR 12" PIPE
LOCATIONS OF CROSSINGS IDENTIFIED ON THE PLANS ARE BASED ON NEARBY SEWER FACILITIES AND AN
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ASSUMED SLOPE.
C.) UTILITY CONFLICT WHICH MAY OCCUR DURING CONSTRUCTION SHALL BE RESOLVED IN THE FOLLOWING MANNER:
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IF THE PROPOSED 12" WATER MAIN CONFLICT WITH ANY UTILITY, THE WATER MAIN WILL BE DEFLECTED AT THE JOINTS
#4 REBAR 8" O.C. E.W.
TO GO UNDER THE CONFLICTING UTILITY. IF JOINT DEFLECTION CANNOT BE USED, VERTICAL BENDS WITH BLOCKING
AND RESTRAINED RODS SHALL BE USED TO LOWER THE WATER UNDER THE CONFLICTING UTILITY, WITH A MINIMUM OF
CENTER IN CONCRETE
6" VERTICAL CLEARANCE. INSTALL 6" ETHAFOAM PAD BETWEEN THE PIPES.
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D.) THE CONTRACTOR SHALL CONTACT THE ONE -CALL UTILITY LOCATE SERVICE 1-800-424-5555 PRIOR TO AND
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DURING CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE THE PROJECT ENGINEER AND THE UTILITY
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COMPANIES WHEN CONFLICTS OCCUR.
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E.) THE CONTRACTOR SHALL CONTACT THE SEATTLE WATER DEPT. PRIOR TO CROSSING THE EXISTING CEDAR RIVER
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PIPELINES NOS 1,2, & 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIREMETS ESTABLISHED BY THE
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SEATTLE WATER DEPT. FOR THESE CROSSINGS.
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TEMPORARY STREET RESTORATION NOTES
1 —4- -4—4---44 M
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A.) THE CONTRACTOR SHALL PATCH ALL TRENCH CUTS AT THE END OF EACH W❑RKING DAY WITH A
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TEMPORARY ASPHALT PATCH, EXCEPT THE LAST SECTI❑N OF THE TRENCH WHICH CAN BE COVERED
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WITH STEEL SHEETS. THESE PATCHES SHALL BE COMPACTED WITH A ROLLER COMPACTOR TO A DENSITY
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WHICH WILL PROVIDE A SMOOTH, FIRM SURFACE FOR VEHICLES. THE PATCHES SHALL BE MAINTAINED
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DAILY THROUGHOUT THE DURATION OF THE PROJECT TO PREVENT PDT H❑LING AND RUTS FROM F❑RMING.
ALL POTHOLES, RUTS, AND BUMPS MUST BE REPAIRED IF THE DEFECT EXCEEDS AN INCH IN DEPTH OR
TYPICAL CONCRETE DEADMAN ANCHOR
HEIGHT.
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B.) AT THE END OF EACH W❑RKING WEEK, THE ENGINEER WILL INSPECT THE TEMPORARY PATCHES. IF
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THE TEMPORARY PATCHES D❑ NOT PROVIDE AN ADEQUATE DRIVING SURFACE, AS DETERMINED BY THE
ENGINEER, THE CONTRACTOR SHALL INSTALL THE PERMANENT PATCH AS NOTED ON THE DETAIL SHEET.
DETAIL
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RECOMMENDED FOR APPROVAL
WATER UTILITY DATE
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WATER MAINTENANCE MANAGER DATE
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OP 23169
S/ONAL
SHEET 6 OF 10
AS -BUILT
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EXPIRES 8/21 /99
DECEMBER 1998 :Vj�-_2 T JBI 110 6
SCANNED EEB 15 2002'