HomeMy WebLinkAbout12090005.46X6 10/10
6" 4000 PSI CON(
6" NO 53 STOI._
USE WASHED MP #8
(COMPACTED)
DEICED AREA
(REFER TO PLAN
FOR LOACTIONS)
PREPARED SUBGRADE
COMPACTED PER SPECIFICATIONS
CONCRETE PAVEMENT SEC11ON
CONC.
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;ONCRETE
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CONCRETE STRAIGHT CURB
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INSTALL AN EXPANSION JOINT
BETWEEN ASPHALT AND BUILDING
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SITE PLAN NOTES
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING, THAT ALL PERMITS AND
APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY AND STATE AGENCIES PRIOR TO
STARTING CONSTRUCTION.
2. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING
UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION.
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY FOR NOTIFICATION AND COORDINATION OF ALL
CONSTRUCTION WITH RESPECTIVE UTILITY COMPANIES.
4. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL
THROUGHOUT THE PROJECT; FAILURE TO DO SO MAY RESULT IN REMOVAL AND REPLACEMENT OF THE
DEFECTIVE WORK. IT IS RECOMMENDED THAT THE DEVELOPER HAVE A QUALIFIED INSPECTOR ON THE
JOB SITE AT ALL TIMES DURING CONSTRUCTION.
5. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS. FINAL RULE
29 CFR PART 1926, SUBPART "P” APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH.
6. IT IS ESSENTIAL THAT THE WORK TO BE DONE IN CONJUNCTION WITH THIS PROJECT SHALL BE
INSTALLED ACCORDING TO THESE SPECIFICATIONS. THE ENGINEER WILL BE REQUIRED TO CERTIFY TO
CERTAIN PORTIONS OF THIS PROJECT UPON COMPLETION. THEREFORE, IT IS NECESSARY TO OBTAIN
APPROVAL AND ACCEPTANCE BY THE CITY THAT CONSTRUCTION WAS DONE IN COMPLIANCE WITH THESE
PLANS AND SPECIFICATIONS.
7. ALL RADII AND STREET DIMENSIONS SHALL BE MEASURED TO FACE OF CURB.
8. ANY DISCREPNACIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL
BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO CONSTRUCTION SO THAT
CLARIFICATION OR REDESIGN MAY OCCUR.
KEYNOTE LEGEND
O1 CONCRETE PAVEMENT SECTION
OCONCRETE STRAIGHT CURB
O3 KEYSTONE RETAINING WALL (SEE LANDSCAPE PLANS)
4O RELOCATED LIGHT POLE
< CONCRETE JOINTS, MATCH EXISTING PATTERN OF ADJACENT CONCRETE
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