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<br />PAVEMENT
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<br />A 15' SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN SEALER JOINT SEALER W
<br />G) $ SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED 1 /g" RAD. GUTTER D=
<br />-1 C WITHOUT THE USE OF TEMPLATES AT 10' INTERVALS, " PAVEMENT SURFACE
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<br />•' °-' �.... SURFACE
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<br />WITH JOINT FILLER AND SEALER. PROPOSED
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<br />-SPACE EXPANSION JOINTS AT 90' INTERVALS AND ADJACENT TO PAVEMENT
<br />ALL RIGID OBJECTS. JOINT TRANS VDaRSE EXPANSION JOINT
<br />LONGITUDINAL JOINT IN CURB AND GLITTER
<br />RFrTTON VIEW OF JOINTS ISHEET 1 OF]
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<br />$46.01
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<br />SECTION VIEWS OF SECTION VIEW O1F
<br />SHEET OF 3 EXPRESSWAY GUTTER IN SUPER ELEVATION 2' -6'r CURB AND GUTTER SUPEREILEVATION `RATES S$4fi •01
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<br />A DRIVEWAY WITH EXPRESSWAY GUTTER. TRANSITION DRIVEWAY WITH 2' -6" CURB AND GUTTER �
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<br />PLAN VIEW OF TRANSITION
<br />NOTES:
<br />EXPRESSWAY GUTTER TO 2' -6" CURB AND GUTTER - INTHE TRANSITION FROM 4' -0" CONCRETE EXPRESSWAY GUTTER TO 2' -6" CONCRETE
<br />CURB AND GUTTER, PLACE 11�" EXPANSION JOINTS AT 26' INTERVALS. IOINTS. -PLACE 61100VE JOINTS 1" D "EOFATHE2EXPANSION JAOIN TS AND ETWEEN 1" OEXPANSION ONTRACT ON
<br />-FILL AND SEAL THE TOP 3t
<br />JOINTS WITH APPROVED JOINT SEALING COMPOUND, SHEET 3 OF
<br />SHUT 3 OF 3 846. 0'
<br />846.01
<br />P:112- 017\12 -017 Drawingws -\7 li 12 -017 Details.dwg, D2.0 Site Details, 127672012 2:2$:03 P[+1
<br />R/W
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<br />R/W - R/W
<br />E DGE OF PAVEMENT EDGE OF PAVEMENT
<br />EXISTING ROAD EDGE OF PAVEMENT
<br />EDGE OF PAVEMENT
<br />NOTE: DRAINAGE EASEMENTS MAY BE REQUIRED TO ACCOMODATE DRAINAGE BEYOND THE RIGHT -OF --WAY.
<br />FIGURE 3
<br />RECOMMENDED ROAD CONNECTION TO STATE MAINTAINED SYSTEM
<br />NEW RESIDENTIAL LOCAL ROAD OR RESIDENTIAL
<br />COLLECTOR ROAD WITH CURB & GUTTER AND EXISTING STATE
<br />MAINTAINED ROAD WITH SHOULDER SECTION
<br />m *w6la
<br />MAX SLOPE:
<br />LEVEL = 2:1
<br />ROLLING = 2:1
<br />MOUNTAINOUS 1.5:1
<br />22'
<br />RESIDENTIAL LOCAL ROAD
<br />.AL CURB & GUTTER SEC
<br />SCALE: 1"=10'
<br />* SLOPE
<br />2:5" SF9.5A
<br />8 AGGREGATE
<br />BASE COURSE
<br />PIN# 9880 --28- '-1953
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<br />DATE: -- 8LPTEMBEFt6
<br />2012'
<br />HORIZONTAL SCALE: NIA[ '
<br />VERTICAL SCALE: N/A,'.
<br />PROJECT MANAGER: � CPK°
<br />DRAWN BY: C;
<br />PROJECT NO: 12.017
<br />DRAWING NAME: 12 -017 DETAIL 5
<br />THIS DRAWING AND TI iE DESIGN HEREON ARE
<br />THE PROPERTY OF EnHhCanlriC.Enginaering Inc
<br />THE INFORMATION ON THIS DRAWING IS NOT FOR
<br />USE ON ANY OTHER SITE OR PROJECT. THE
<br />fiEPRODUCTION OR OTHER USE OF THIS
<br />DRAWING IN WHOLE OH IN PART, WITHOUT
<br />WRITTEN CONSENT OF EariheanLic Englneoiing Ina
<br />IS PROHIBITED.
<br />COPYRIGHT 2012 Farfl%Genlric Enginoaring, hcu
<br />SHEET NO.
<br />"
<br />0 0
<br />PRELIMINARY MAJOR SUBDIVISION PLAN
<br />
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