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ROADWAY CENTERLINE
EXISTING CONTOURS
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"Reproduced uitlk permission graaeC* TMWIBM- R-Aps.
This map is copyrighted by, THWAS BRDS. KPIPS. It is unlawful
to copy or reproduce all or my part thereof, herher for
Personal use or resale• without permission."
SHEET INDEX
-
C-1 COMPOSITE UTILITIES PLAN
C-2 GRADING & DRAINAGE PLAN
C-3 TEMPORARY EROSION CONTROL PLAN
C-4 SANITARY SEWER PLAN & PROFILE
C-5 WATER PLAN
C-6 DETAILS
C-7 DETAILS.
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PROPERTY LINE
ROADWAY CENTERLINE
EXISTING CONTOURS
NEW SANITARY SEWER LINE W/
MANHOLE a SIDE SERVICE LINE
EXISTING SANITARY SEWER LINE W/MANHOLE
NEW WATER MAIN W/GATE VALVE
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EXISTING WATER MAIN W/ FIRE HYDRANT
NEW STORM SEWER W/CATCHBASIN
EX. ST -JI
EXISTING STORM SEWER W/CATCHBASIN
4"09 °T
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PROJECT NO.
DRAWN BY
DJW
ISSUE DATE
LATEST REV
-89
ASPROVER,
CITY OF F&N[TON PUBLIC WORKS DIRECTOR DATE
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FEW MEER
PLANNING CONSULTANTS
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PROJECT NO.
DRAWN BY
DJW
ISSUE DATE
LATEST REV
-89
ASPROVER,
CITY OF F&N[TON PUBLIC WORKS DIRECTOR DATE
aL MY CIVIL ENGINEERING AND
i'm IGIN& 1111"m """"RIN G- COM, iPA-Im
FEW MEER
PLANNING CONSULTANTS
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PROJECT NO
66-39
ORAWN BY
DJ W
ISSUE DATE
I
12-19-le-.,6
LATEST REV
7- to —611
Mill
5EVISED DTL*:`5 ftfi CITY Or
648-841 KLL
1-1/2'& 2*W - ATER SERVICE DETAIL J
CAuTION -1. —1 —1
12. 15" SE—CE —1— 111, PMattu 2' 11—
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ALTERNATE CONNCTION DETAIL IN lr P -I .....d
FOR EXISTING MAINS
WXIIFERR SERVI(M (1 A (2
Fil I I oln must t t Final Joint must Cement i:oncrete (8" Mir-) Replace
be saw -cut be saw -cut -ent pvtch to be I" thicker than
Saw -Cut or line drill 2" min Asphalt Previously existed.
Existing Asphalt underlying concrete Concrete
Concrete----,,
Existing 6. min. Cement Existing Cement //
Cement Concre e t Concrete Concrete Pavement
�ncrete, P Min. Crushed Surfacing
----- ---- Top Course
6" min. Crushed Surfacing Compacted Crushed Rock
Top Course C6nc. shall be.Cl. A (3/4)- B.ckfill
Conc. shall be Cl. A (3 PortlandaCem. Cone. Conformin
P I d o n Compacted Crushed Rock to Sect. 6-02 . 3. EXISTING
fort an tCe..,C Conc. C. CEMENT: RED'GRADE,
forming o Se t . 6-02.3 Backfill
EXISTING ASPHALT. CONCRETE OVER CEMENT ,CONCRETE I. See Sections 7-18 and 2-09 for Patching and Backfilling Spe cifications.
2. All trenches in roadway areas .shalle backfilled,and patched with
Final Joint Asphalt Concrete (311 min.) t asphalt at the end f each k day, unless s-parmission is granted
replacement patch h to be temporary
must be saw cut 1!.; thicker to do otheivise by t e City Engineer and City Traffi-Engineer.
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_ than previously All temporary patches on trenches shall be pen-jently patched within 2
existed. weeks of completion of work within the roadway. area.
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Existing A-sph-a-It-Y, M Crushed Surfacing 4. Saw cuts on concrete pavemenwts shall be made . no more than one-half the depth
g �6. in-
Concrete 6.. p of the existing slab.
I To Course i. Compacted Gravel Backfill Class "B" my be used upon approval of the Engineer
,Compacted Crushed Rock on trenches over 200 feet in length.
THIS PROJECT Backfill PAVEMENT PATCHING DETAILS DATE 1/87
EXISTING ASPHALT CONCRETE OVER PREPARED GRADE SHEET 35
RECOMN'IENDED
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PROJECT NO
88-39
DRAWN BY
KILL
ISSUE DATE
12-19-88
LATEST REV
to -88 -69
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