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TION 888.75 .^
PROFILE VIEW - LINE "AV
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STREET PLAN AND PROFILE NOTES-
�i �IJ:1 :f1J:f1 /-�J_J \!ll(�Ilill.I \IJ1t IVUltll.lJ J \l•t�11�UWtf, O /LVICUUJ IL li J(t'M SIGYI()1
1. PAVEMENT TO BE INSPECTED BY ENGINEER PRIOR TO PLACEMENT OF SURFACE COAT.
IF PAVEMENT HAS NOT WITHSTOOD CONSTRUCTION TRAFFIC REPLACEMENT MAY BE NECESSARY.
2. ALL MANHOLE AND INLET CASTINGS THAT FALL WITHIN EXISTING AND PROPOSED ASPHALT
SHALL HAVE A 10" MINIMUM CONCRETE COLLAR THE FULL DEPTH OF THE ASPHALT.
3. CONTRACTOR SHALL PRESERVE EXISTING TREES WHEREVER POSSIBLE. OWNER AND OWNER'S
REPRESENTATIVE SHALL BE CONSULTED FOR CLEARING LIMITS. CLEARING LIMITS SHALL CONSIST
OF ALL TREES WITHIN RIGHT -OF -WAY AND ADJACENT UTILITY EASEMENTS, UTILITY INSTALLATION
LIMITS AND CUT FILL AREAS.
4. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFIRM TO APPLICABLE LOCAL
STANDARDS. SEE TRAFFIC CONTROL PLAN FOR ADDITIONAL INFORMATION.
5. ALL RADII AND STREET DIMENSIONS SHALL BE MEASURED TO BACK OF CURB
ALL PAVEMENT AND /OR CURB RADII TO BE FIVE (5) FOOT UNLESS OTHERWISE NOTED.
PROFILE LEGEND
0
EXISTING
GROUND PROPOSED
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805
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Scale:
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PROFILE VIEW - LINE "AV
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STREET PLAN AND PROFILE NOTES-
�i �IJ:1 :f1J:f1 /-�J_J \!ll(�Ilill.I \IJ1t IVUltll.lJ J \l•t�11�UWtf, O /LVICUUJ IL li J(t'M SIGYI()1
1. PAVEMENT TO BE INSPECTED BY ENGINEER PRIOR TO PLACEMENT OF SURFACE COAT.
IF PAVEMENT HAS NOT WITHSTOOD CONSTRUCTION TRAFFIC REPLACEMENT MAY BE NECESSARY.
2. ALL MANHOLE AND INLET CASTINGS THAT FALL WITHIN EXISTING AND PROPOSED ASPHALT
SHALL HAVE A 10" MINIMUM CONCRETE COLLAR THE FULL DEPTH OF THE ASPHALT.
3. CONTRACTOR SHALL PRESERVE EXISTING TREES WHEREVER POSSIBLE. OWNER AND OWNER'S
REPRESENTATIVE SHALL BE CONSULTED FOR CLEARING LIMITS. CLEARING LIMITS SHALL CONSIST
OF ALL TREES WITHIN RIGHT -OF -WAY AND ADJACENT UTILITY EASEMENTS, UTILITY INSTALLATION
LIMITS AND CUT FILL AREAS.
4. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFIRM TO APPLICABLE LOCAL
STANDARDS. SEE TRAFFIC CONTROL PLAN FOR ADDITIONAL INFORMATION.
5. ALL RADII AND STREET DIMENSIONS SHALL BE MEASURED TO BACK OF CURB
ALL PAVEMENT AND /OR CURB RADII TO BE FIVE (5) FOOT UNLESS OTHERWISE NOTED.
PROFILE LEGEND
0
EXISTING
GROUND PROPOSED
GRADE
805
-_ 805
EXISTING 6; ,n PROPOSED
GROUND 00 GRADE
00 00
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= PE10504920
�-O STATE OF
Drawn By
MAW
ChecW ey
CMW
Quality Assurance: DAL
Scale:
0 Scale: 1' = 50'
Sheet
C601
Date
06-20-05
Project Nu nher
990433 -20610