HomeMy WebLinkAboutEntry Column ExhibitI
J,
ABBREVIATIONS:
CL -
CENTERLINE
Ac,
- ACRE
NP -
NORMAL POOL (ELEVATION)
CA
- COMMON AREA
R/W -
RIGHT-OF-WAY
25
- LOT NUMBER
S.F. -
SQUARE FEET
BC
- BACK OF CURB
R -
RADIUS
FL
- FLOW LINE
B.S.L. -
BUILDING SETBACK LINE
PVC
- POLYVINYL CHLORIDE PIPE
L.E. -
LANDSCAPE EASEMENT
RCP
- REINFORCED CUNCRETE PIPE
D.E. -
DRAINAGE EASEMENT
D.&U.E, -
DRAINAGE AND UTILITY EASEMENT
S.S.D.&U.E.
- SANITARY SEWER, DRAINAGE AND UTILITY EASEMENT
Entry Column Locations -•
W
5D' RIGHT OF WAY
d 10' 30' BACK OF CURB TO BACK OF CURB
_?� 11
0
CONC, WALK E 2' CONCRETE COMBINED CURB & CUTTER
CONIC. ROLL CURB PROFILE GRADE CONC. ROLL CURB
'-t /T
'G?
SLOPE 1/4" PER ET MIN. I � SLOPE 1/4" PER FT,
2' B B 2'
OA LIMA PAVEMENT (Local Street)
1.5" - 165#/SYD LIMA SURFACE, TYPE "B", 9.5 mm
2"0" - 220#/SYD HMA INTERMEDIATE, TYPE 'B', 19.0 mm
3,0" - 330#/SYD HMA BASE, TYPE "5", 25,0 mm TYPICAL STREET CROSS SECTION
6" COMPACTED AGGREGATE #53
INDICT SUBGRADE TREATMENT, TYPE 1B OR 1C N07TO SCALE
OUNDERDRAIN - 5EE CARMEL STANDARD DRAWING 1D-12
OSIDEWALK - SEE CARMEL STANDARD DRAWING 10-18
OCONCRETE ROLL CURB & GUTTER - SEE CARMEL STANDARD DRAWING 10-13
2' CCNCRETE COMBINED CURB & GUTTER - SEE CARMEL STANDARD DRAWING 10-14
(327'± ALONC THE FRONT OF POND #2 FOR VEHICLE BARRIER)
OSODDING
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ll
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2534 S�F.
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1962 SF
1 962 SF
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L=31.42'
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1,600 S.F.
1,600 9.f4
1,600 9 F
1,600 S F
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1,600 S F
- 1,600 Si
2,480 s.F, 7'
` 7' 2,480 S,Fi
1,600 S.F.
1,600 S.F.
1,600 S.F
1 6t10 S.F_
1,600 S.F.
2 a0 SF.
,4 7'
110
7' 2480 S.F
1, 600 5 F
1.600 S.F.
1.600 S.F.
1,600 S.F
1.600 SF.
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1
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20.00'
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Q
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20.00�
31.00'
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31.00'
2D.00'
20A0'
20.00'
20.00
2000w
31.00'
31.00'
2000'
20.00'
20.OD'
2000'
20A0'o
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31 D0'
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CARMEL GENERAL NOTES:
1, UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL- BE THE
RESPONSIBILITY OF THE DEVELOPER" UTILITY LINE RELOCATIONS
REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT
WITH PROPOSED DEVELOPMENT SHALL BE THE RESPONSIBILITY OF
THE DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING POLE
LINES REQUIRED TO RE RELOCATED SHALL BE RELOCATED TO
WITHIN ONE FOOT OF THE PROPOSE❑ RIGHT-OF-WAY LINE.
2. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT,
3. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE
RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE
COMPLETION OF THE PROJECT. THE CONTRACTOR IS
ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY
PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE
EXISTING CONDITION OF THE RIGHT-OF-WAY.
/
/
1
\
1
1
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5' CONIC. WALK
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31.00'
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20,00'
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I,600 9F
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2,4J4 S.F,
3,554 S.F
5' CONC.
WALK
- 5' CONE,
MU
I
-
18' A.S.L.
-
16' R.SL
1a' BSL
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N9a'9d OD E 396.35'
CALL BEFORE YOU DIG.
CaH 811 or 800-382-5544 Before you Dig!
GRAPHIC SCALE
0' 60' 120' 180,
(IN FEET)
LEGEND:
EXISTING
PROPOSED
RIGHT-OF-WAY LINE
EASEMENT LINE
SETBACK LINE
CENTERLINE
aao
SWALE / FLC WLINIE
aoo
SUBSURFACE DRAIN
5
SANITARY SEWER
S
T
STORM SEWER
ST
ST
---
STORM CULVERT
DST
e'd
WATER MAIN
W
-Boo
CONTOUR, MAJOR
800
- - - - - - -
- - -
CONTOUR, MINOR
799
a
FENCE
x x x x x
TREE LINE
SANITARY MANHOLE
ST
STORM MANHOLE
®
STORM INLET
�®
a
STORM END SECTION
'C'
FIRE HYDRANT
�r
NiFLOW
ARROW
CL - CENTERLINE
FG - FINISHED GRADE
FL - FLOW LINE
R=325"00' HP - HIGH POINT
1L=73.11' r y
LP - LOW POINT
N9900'00"E S00'00'00"W NP - NORMAL POOL (ELEVATION)
1_,,, S7pp6>3� �08"28, 10.46' 6.79' pC -POINT OF CURVATURE
R=275.00'
37.35' 67 ea• � ELK -.
= PT - POINT OF TANGENCY
_ ;pry ^'�roe',1..H, PVC - POLY111NYL CHLORIDE PIPE
"7 5
RCP - REINFORCED CONCRETE PIPE
se°Nc:-waLK - 1 R-3w.o°'EQUALIIY BLVD.
sz
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fiD.67 ^12' R/W - RIGHT-OF-WAY
9IBOTOD D"W
`�; TB - TOP OF BANK GRADE
N91.� - EMERGENCY FLOOD ROUTE
- INDOT APPROVED SN04VPLOWABLE
,
4
RAISED PAVEMENT MARKERS
OA - A.D.A, HANDICAP RAMP
- C.A. "K"
16,462 S.F. Ct - - 1' - 2' ROLL CURB AND CUTTER
CV
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1920 S.F.
w
� N9000'00"W
80.00'
103
S
-
-_ 1920 S.F.
� N9000'00"W
104
8
�
1920 S.F.
20
m s90 Do DO'W
18'
ao.99' 16'
105
2,480
7'
HWC
ENGINEERING
INDIANAPOLIS-TERRE HAUTE
LAFAY07E - MUNCIE - NEW ALBANY
www. h wce ngi n ee ri ng. co m
DRAWN BY
DC
LEI
CHECKED BY
SD
Z I
DATE
DECEMBER 10, 2019
C0 0
3 CN
SCALE
AS SHOWN
SHEET
ci's
PRIMARY PLAT PLAN
pill 10