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_TO CI TY SPEC.
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SU3'ECT TO COMPI-k CE WiFH ALL FEBL ERAL NE 95th STREET
IoITY RULES AND PFGULATIONS
GENERAL
NOTES
LEGEND
1.
REPLACE BASE MATERIAL OVER DITCH SHALL BE TWICE
THE
MONUMENT LINE
THICKNESS OF THE BASE, MIN. 8" AND MAX. 18"
CENTER LINE
2.
BASE MATERIAL SHALL BE PLACE IN 6" MAX. (LOOSE
RIGHT OF WAY
R/W
MEASUREMENT)
PROPERTY LINE
P/L
LAYER AND EACH LAYER THOROUGHLY ROLLED OR
SEWER MAIN LINE
S/S TAMPED TO 98% OF
WATER MAIN LINE
W.M RECEIVED
E PER OENT
TAPPING TEE
3.
T/T
CONCRETE PAVEMNSITY
ASPHALT JOINTS SHALL BE
MECHANICALLY SAWED
EXCESS FLOW VALVE
SERVICE LINE
EFV 4.
SVC APR 12 1017
SURFACE MATERIAL SHALL BE CONSISTENT WITH
SURROUNDING SURFACE
STEET PLASTIC COAT
SP
MATERIAL
COATED STEEL
CS 5.
BASE MATERIAL SHALL HAVE A MIN. LBR. OF 100 AND A
EDGE OF PAVEMENT
E.O.P.
MIN. CARBONATE
POLYETHELENE
PE
"kA6.
CONTENT OF 70% (60% FOR LOCAL STREETS)
ELECTRONIC MARKER
EM
CONTRACTOR SHALL SOFT DIG TO VERIFY LOCATION OF
EXISTING UTILITIES.
SCALE: 1"=30'
SAW CUT & APPLY
TACK COAT TO ALL
SURFACES AND EDGES
EXIST. ROAD
PAVEMENT
4" TOP SOIL SOD
SELECT SELECT NATIVE
MATERIAL---
ASPHALTIC CONCRETE AS REQUIRED
BY SPECIFICATIONS THICKNESS TO
MATCH EXISTING. SURFACE RESTORATION
MILUNG, ASPHALTIC IN R/W ABOVE THE PIPE ZONE
CONCRETE RESURFACING
AS REQUIRED BY
SPECIFICATIONS. REMOVE OLD
ASPHALT
MIN. 8' ZDTV/WHEN CROSSING ROADWAY /SURFACE
EXIST. ROAD
RESTORE ROAD BED TWO TIMES
ORIGINAL THICKNESS 18" MAX.
AND 12" MIN. PLACED IN 6"
LAYERS AND COMPACTED TO 98% OF
MAXIMUM DENSITY PER AASHTO T-180
TRENCH BACKFILLED
IN 6" COMPACTED LIFTS
TO 98% OF MAXIMUM
DENSITY PER AASHTO
T-180
----------------------
EXIST.
12• BASE 2'-0"
V-6" W 1'-6" MIN.
SAW CUT &APPLY
' WARNING TACK COAT TO ALL
METALLIC
---- `NAPE (SEE NOTE 1) SURFACES AND EDGES
SEE SPECIFICATIONS
%1 GRANULAR BACKRLL
- - i` Ji COMPACTED IN 6"
i i LIFTS
I— �0
PIPE 12" 12" SEE SPECIFICATIONS
APPROVED BEDDING
MATERIAL UP TO
SPRING -LINE OF PIPE
RIGHT OF WAY
TRENCH REPAIR, MILLING, AND OVERLAY
Ii4TES:
Tm6" PARKING
W 1.METAC WARNING TAPES SHALL BE
T=8" RESIDENTIAL STREETS
INSTALLED 24" BELOW FINISH GRADE ABOVE MAIN.
T-10" MAJOR STREETS (4 LANE)
(SEE SPECIFICATION 2320 SECTION 3.6 FOR MARKING TYPE) T-12" MAJOR STREETS (6 LANE)
2.UNLESS OTHERWISE SPECIFIED SELECTED MATERIAL
SHALL BE FREE OF STONES LARGER THAN 3/8" DIA.
2T-18" MAX. 12" MIN.
3.REPLACE ALL LANE MARKINGS AND REFLECTIVE MARKERS.
TYPICAL TRENCH AND PAVEMENT 100
RESTORATION FOR TRANSVERSE
CROSSING
ALL EXISTING UTILITIES SHOWN ON
THESE PLANS ARE TO BE
CONSIDERED APPROXIMATE &
SHOULD BE VERIFIED BY THE
CONTRACTOR PRIOR TO THE
START OF WORK OPERATIONS.
9
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NO. OF SHnM, 1
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Drawing File: \\browardfs\voll\users\stbxj\Documents\Marlen Cabrera\Marten Cabrera\JOBS\973 NE 95th STREET, MIAMI SHORES\973 NE 95th ST.dwg 04/11/2017