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""AS -BUILT"
r WE HEREBY CERTIFY THAT ALL IMPROVEMENTS DENOTED AS "AS -BUILT" IABI,
T12A.C-T "4:` ,4i10 '�►t �(LA��t�C1E �iaGtt�l�'IES I�OC��� �/!`i ARE LOCATED AS SHOWN ON THESE PLANS,
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PIPE SPECIFICATIONS
Pipe specifications are based on design conditions for
completed project. Contractors shall take all necessary
precautions to protect all subsurface installations during
the construction period.
All pipe to be CMP or concrete pipe, except as shown. CMP
Treatment 5 or better may be substituted for concrete pipe.
All non -perforated metal pipe shall have neoprene gaskets at
the joints.
GALVANIZED STEEL CMP shall meet the requirements of AASHTO
designation M-36, Type 1 and Type 2. Pipe shall have
asphalt Treatment 1 or better.
Corrugation - Corrugation - 3 x 1
2-2/3 x 1/2
Pipe Arch Gaae Band Pipe Arch
12"-36" 17x13 - 42x29 16 1211
4211-54" 16 2 4 " 54"-120"
6011 49x33 14 2411 126"-138" 40X31 - 11205
66"-9011 57x38 - 64x43 12 2411 144" 11709 - 137x87
96" 71x47 10 2411 142x91
77x52 - 83x57 8 2411
CORRUGATED ALUMINUM PIPE and coupling bands shall meet the
requirements of AASHTO M196 and M197.
Pi-e Arch Gaae Band
12"-27" 17x13 thru 42x29 16 1211
30"-36" 28x20 & 35x24 14 1811
42"-54" 42x29 & 49x33 12 1811
6011 57x38 & 64X43 10 2411
CONCRETE PIPE 2111 dia and less (ASTM C14 Extra Strength)
shall be plain and conform to the requirements of AASHTO
designation M-86, Class 2, and to designation M-198 for
rubber gasketed joints, unless specified otherwise.
Concrete pipe 2411 dia and larger (ASTM C76, Class 2) shall
be reinforced and conform to the requirements of AASHTO
designation M-170.
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JOB NO, _ 8002
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SCANNED MAR 2 8 2003 1sI
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