PW-18-873NE 95TH
-CONCRETE
SIDEWALK
a P. %" PLASTIC GAS SVC
9. TO BE DIRECTIONAL BORED.
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36" MIN.
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DIRECTIONAL BORED _ _
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APR 0 4 2018
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SCALE: 1"=30'
LEGEND
i CENTER LINE
M MONUMENT LINE
R/W RIGHT OF WAY
P/L PROPERTY LINE
E.O.P. EDGE OF PAVEMENT
T.T. TAPPING TEE
E.F.V. EXCESS FLOW VALVE
SVC. SERVICE LINE
374
PE. PLASTIC
Sm. SEW. STORM SEWER
GENERAL NOTES
1. REPLACED BASE MATERIAL OVER DITCH SHALL BE TWICE THE
THICKNESS OF THE BASE, MIN. 8" AND MAX. 18"
2. BASE MATERIAL SHALL BE PLACED IN 6" MAX. (LOOSE MEASUREMENT)
LAYER AND EACH LAYER THOROUGHLY ROLLED OR TAMPED TO 98% OF
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MAX. DENSITY PER AASHTO T-180
3. ASPHALT CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY
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SAWED
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4. SURFACE MATERIAL SHALL BE CONSISTENT WITH SURROUNDING
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SURFACE MATERIAL (1.5" MIN. THICKNESS)
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5. BASE MATERIAL SHALL HAVE A MIN. LBR. OF 100 AND A MIN.
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CARBONATE CONTENT OF 70% (60% FOR LOCAL STREETS)
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6. CONTRACTOR SHALL SOFT DIG TO VERIFY LOCATION OF EXISTING
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UTILITIES
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P/L IL I
GAS
EX. 2"STEEL MAIN I
ALL EXISTING UTILITIES SHOWN ON THESE PLANS ARE TO BE
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CONSIDERED APPROXIMATE & SHOULD BE VERIFIED BY THE
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CONTRACTOR PRIOR TO THE START OF WORK OPERATIONS.
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RESTORAT1ON OF ROAD CUT
FOR UTILITY CROSSING
SCALE: M 1:
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Miami Shares Village
APPROVED
BY
DATE
ZONING DEPT
BLDG DEPT
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S1-ATF AND COUNTY RULES AND REGULATIONS
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