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W CONCRETE CURB AND
0 GUTTER, ASPHALT WEDGE 26' E—E (TYP.)
CURB, OR PLAIN EDGE OF
PAVEMENT TO MATCH
EXISTING CONDITIONS.
3 OF 1/2 HOT MIX ASPHALT + +
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REMAINING PORTION OF + QL-+ + 37± (TYP.) FOR .� .: _ -' z + +
EXISTING PAVEMENT TO BE + WATER SERVICE.
REMOVED FOR FINAL +
+
+ + +
ROADWAY RECONSTRUCTION. + + �1!1
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< SEWER TRENCH WATER TRENCH . + + + ++
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PAY LIMIT OF TRENCH PAY LIMIT OF TRENCH w
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0 6 CRUSHED SURFACING TOP COURSE LQ + + L-Li
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TEMPORARY HMA + +
< .++ "-"----TEMPORARY HMA PATCH
ASPHALT CONCRETE PAVEMENT PATCH FOR SEWER + +
+ +
FOR WATER LINE AND
+ + ++ . :• :
LINE AND SIDE SEWER
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RESTORATION DETAIL WATER SERVICE
CD CONSTRUCTION. --q
7 + + :.:.* .
CD CONSTRUCTION.
+ +
c\l NTS + +
81+ (TYP.) + + 4% 6'+ (TYP.)
NOTES: + +
+ + 4
+ +
+ + 4
1. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND + + + + 4 %
4
TEMPORARILY PATCHED WITH ASPHALT AT END OF EACH WORK DAY. THIS + + + +
4
WORK IS INCIDENTAL TO ALL TRENCH RESTORATION WORK. + +
+ +
+ +
+ + 4
2. THE ROADWAY SHALL BE REBUILT WITHIN TWO (2) WEEKS OF FINAL + + + + 4
+ +
INSPECTION AND APPROVAL OF UTILITY INSTALLATION. 4.
3. FOLLOWING THE COMPLETION OF THE NEW WATER AND SEWER LINES AND
ALL RELATED APPURTENANCES, THE CONTRACTOR SHALL REMOVE ALL TEMPORARY TRENCH PATCHING FOR SANITARY SEWER, SIDE
EXISTING ASPHALT AND SUBSTANDARD SUBGRADE MATERIALS AND REPLACE
WITH 6" CRUSHED SURFACING TOP COURSE AND 4" OF HOT MIX ASPHALT SEWERS, WATER MAINS, AND WATER SERVICES
CONCRETE PAVEMENT TO BE PLACED IN TWO (2) 2" LIFTS. NTS
THE CONTRACTOR SHALL HAVE HIS SURVEYOR VERIFY THE ELEVATIONS OF
THE EXISTING ROADWAY CENTERLINE, CROWN, AND EDGE OF PAVEMENTS TO
ENSURE THAT THE ROADWAY CAN BE RECONSTRUCTED TO EXISTING GRADE.
AS -BOIL T
DRAWINGS HAVE BEEN PREPARED FOR
AS —BOIL T RECORD BASED ON INFORUA TION
PROVIDED BY THE CONTRACTOR AND GROUP
FOUR,, INC. SURVEYORS, AND STAMPED BY
THE ENGINEER. YC SURVEYED: SCALE: DATE:
& WA S VERTICAL: NAVD 1988
EXISTING UTILITIES ARE SHOWN FOR tol% ti /moo 2 AS-BUILT INFORMATION ADDED RVM/EZ 12/06/10 VB DESIGNED: 1 =30' HORIZONTAL: NAD 1983/1991 CITY O F 2009 EARLINGTON WATER & SEWER IMPROVEMENTS 10/02/09
i .1a 0 AW, J H FIELDBOOK;
ONE CA L L REFERENCE ONLY. CONTRACTOR 0 3 AS-BUILT INFORMATION ADDED A W 11 /20/12 ROADWAY RESTORATION AND TESC PLAN
PAGE:
SHALL FIELD LOCATE ALL EXISTING DRAWN: AW, J H RENT 0 N DRAWING NO:
"R
ONE INCH I
1-800-424-5555UTILITIES A MINIMUM OF 48 HOURS 44863 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept.
AG, DC, AW, J H
:2 QST� IF NOT ONE INCH ECI
< PRIOR TO CONSTRUCTION. S/ APPROVED: SCALE ACCORDINGLY SHEET: OF:
z ONAL NO. REVISION BY DATE APPR
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w AG, DC, LH RECORD D RAWING/ASmBUILT 2_f 32
4- 3082