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' CABLE TV, ELECTRIC MIN
Z IELtPNONE LINES, MAY
BE BURIED TOGETHER OR2 Cr _.4 18�
QI1110 KWENTIY ANYWNERE
MTm THE EASEMENT.
lug a 2+' DEEP Mt
C(Mr #*D DRANIAGE,
URITY EASEMENT ) I_-
WATER MAIN
(MIN. 48" DEEP) —' O
MIN.
te'
3
cr
-5---==____ _----- ' GAStINE
tZ (MIN 42' DEEP)
IAP TO HOUSE
(TYPICAL)
Conduits for future utility crossings may be installed after underdrains
& prior to curb At pavement if desired to mid future bores at 48'.
Depth shots be 24• below top of bock of curb.
TYPICAL STREET AND UTILITY CROSS SECTION
rn
CMtE TV, IELE "K. t RIC111f[E LKS (TW'.) ' c
c )A�
C T E C T E T
E
t StOEWALK
W W W
WATER Ww
. _ O
PAVEMENT
fill
G G G u O
OAS Wal
SIOENIALK � '
DIARY tEWER � C
C
TYMCAL UTILITY PLAN
4' COIVC, WALK C
1
114-
C
/4"
C alt KA.C. SUPWACE'
3- a9 a MIX RA.C. —
SN�ER
f" C0111PACTED 035_
SrONE BASE (MAX.
JL #rT3J
H.C.R.S- TYPE l
50' R/W
1/4" / FT, Stan A4W
,'o
TEMPORARY EXTENSION ABOVE CAP It TAPE
GROUND TO BE REMOVED UPON
CONNCETION TO HOUSE.
ALL MEASUREMENTS TO BE
MEASURED FROM BACK OF CURB. 18•
TYPICAL SSD LATERAL TO
INDIVIDUAL LOTS
N -T -S
1
4 CONC. WALK
Y -7A -rTMP.
Fi. �Il ,)
SLOPE
PREPARE 3UMgAOE COWACrE' 6
TO !IX STANDARD PROCTER
NOTE: 0.10 - 0.1e GAL../so. 'M. OF rYPE AE -r
ASPHALr EMULSION 1-0 SE APPLIED
BETWEEN EACH LAYER OF SITUMINOUS
MATERIAL STONE, AA0 FACE OF CURBS.
rACK COAT rPER 13MA 5PEC'S.)
TYPICAL STREET CROSS SECTION
NO SCALE
STEEL FENCE POST
;o r PROPOSED GRADE
vn�IEs ♦ vwRtEs
TYPICAL SWALE
X -SECTION
scALi r.e'
B. L. I
ESMT. � I --
I
3 m
_ I
2' ROLL CURB 0°
(=jLn O
4 ID WALK 4 I
N
110-
- _ J r�
ESMT. ESMT,
B.L. 50' /W —
�
W
w l
m I J
30'
Y
J -
3
i
BOULEVARD DETAIL
1" = 50'
2' ROLL CURB
v
0
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ESMT.
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Ins
li i n i n
INTERSECTION DETAIL
I " = 50,
n MmB2 r y 0L
ci3 tB .
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M st
1 Mm'
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33
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uiarer
Oce
We
water
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NorthvJood Hills ` `L 4
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I St water
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SOILS MAP
N -T -S
EROSION CONTROL.
-STATEMENT
The construction plans for this project will incorporate an erosion control plan using the
"Urban Development Planning Guide" prepared by the Hoosier Heartland RC&D.
Temporary erosion control practices include:
a. 10 foot seeding strip behind curbs.
b. silt pit in swales.
C. silt sump/straw bales around inlets.
d. temporary seeding in future development areas.
The construction plans will reference to the "Urban Development Planning Guide" for such
items as seeding mixture, silt pit sizes and locations, sump construction. Erosion control
maintenance during and after construction and other concerns.
GENERAL NOTES
1. All storm pipe to be reinforced concrete pipe unless otherwise noted.
2. All onsite gravity sanitary sewer to be 8' in dia. (min.) unless otherwise noted.
3. All lots will have access to subsurface storm drain system or a pond.
4. Lots with double frontage shall have their access points from only one street frontage.
S. Water main sizes and locations to be approved by Carmel Utilities
6. Limited Common Area as shown on the plan will be maintained by the Homeowners
Association.
FORM\WWCARMEL
NOTE: A 25 MPH DESIGN
SPEED IS TO BE
USED ON ALL RO
CUL-DE-SAC DETAIL
N -T -S
19� 11 t � '.-�� � �. it ��•
f' I o
ynnwo
J-----/- -- (Purdt_
O ITE 7CB�" �2 �STR,
0.
'Northwood
Veld /. v.r Hills 740
1 ( I :>� ��`�? • WHI
FIO �
^'SUS=�_/
�_._.._ Eller ••
_ STREET
S2.G':wh�rR c N rern
th
\\ em h4o
I � I Beach •,% � ������
Trails Fnd
I.. . A— c
i
VICINITY MAP
N -T -S
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5
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``,tt11N11111//1III
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�Q�1STEq�s��'%s
LEGEND
No. 9p
OD
\
- 900012 =
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D.E. a
LAJW
S 4 a f
LANDSCAPE EASEMENT
O O
U
D.U.&S.S.E. w
/
D.U.&S.E. a
DRAINAGE UTILITY t SEWER EASEMEN,Z
O O
0000'0/\\
END SECTION Q
WATER VALVE H
4
o • o
-4-
POWER POLE - 0
ELEC. BOX /TRANSFORMER
0 0 0 0 0
TELEPHONE PEDESTAL
00
•0 •0 •o
0 0
WETLAND DELINEATION + ++
REDUCING T
6• (MIN.)
co
NOTE:
REQUIRED
SSD MAIN
DESIGNATED AS NON -ACCESS
0 0
0 ' 0
AND LANDSCAPE EASEMENTS,
Z
of
O
+
ANN.
SLOPE 0.30%
Lit
0
C.7
to
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MIN. 4" SSD
3'
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(n
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a
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U0 Iv
MIN.
Q
Z
MIN.
TYPICAL SSD LATERAL TO
INDIVIDUAL LOTS
N -T -S
1
4 CONC. WALK
Y -7A -rTMP.
Fi. �Il ,)
SLOPE
PREPARE 3UMgAOE COWACrE' 6
TO !IX STANDARD PROCTER
NOTE: 0.10 - 0.1e GAL../so. 'M. OF rYPE AE -r
ASPHALr EMULSION 1-0 SE APPLIED
BETWEEN EACH LAYER OF SITUMINOUS
MATERIAL STONE, AA0 FACE OF CURBS.
rACK COAT rPER 13MA 5PEC'S.)
TYPICAL STREET CROSS SECTION
NO SCALE
STEEL FENCE POST
;o r PROPOSED GRADE
vn�IEs ♦ vwRtEs
TYPICAL SWALE
X -SECTION
scALi r.e'
B. L. I
ESMT. � I --
I
3 m
_ I
2' ROLL CURB 0°
(=jLn O
4 ID WALK 4 I
N
110-
- _ J r�
ESMT. ESMT,
B.L. 50' /W —
�
W
w l
m I J
30'
Y
J -
3
i
BOULEVARD DETAIL
1" = 50'
2' ROLL CURB
v
0
v
ESMT. SII
u)
w
J
m 30' �B _3 j 3
- L..
Y U
i
W�
ESMT.
of o
A
ESMT.
N
LI
Ins
li i n i n
INTERSECTION DETAIL
I " = 50,
n MmB2 r y 0L
ci3 tB .
We
M st
1 Mm'
/ We 0
33
St /
uiarer
Oce
We
water
Q
00
� � T
Pt \ /�
St / W eq .'
NorthvJood Hills ` `L 4
I i FnA 06A
I St water
FnB2 /OcA
OcP Sx Or : Ocq Ge FnA
X01 / W e OGP y n N rthern
E FnA m- each.-'/
OcA .. FnBZ FnB2
Trails En
FnA
We Ge CrQ¢k \ n
Sh
SOILS MAP
N -T -S
EROSION CONTROL.
-STATEMENT
The construction plans for this project will incorporate an erosion control plan using the
"Urban Development Planning Guide" prepared by the Hoosier Heartland RC&D.
Temporary erosion control practices include:
a. 10 foot seeding strip behind curbs.
b. silt pit in swales.
C. silt sump/straw bales around inlets.
d. temporary seeding in future development areas.
The construction plans will reference to the "Urban Development Planning Guide" for such
items as seeding mixture, silt pit sizes and locations, sump construction. Erosion control
maintenance during and after construction and other concerns.
GENERAL NOTES
1. All storm pipe to be reinforced concrete pipe unless otherwise noted.
2. All onsite gravity sanitary sewer to be 8' in dia. (min.) unless otherwise noted.
3. All lots will have access to subsurface storm drain system or a pond.
4. Lots with double frontage shall have their access points from only one street frontage.
S. Water main sizes and locations to be approved by Carmel Utilities
6. Limited Common Area as shown on the plan will be maintained by the Homeowners
Association.
FORM\WWCARMEL
NOTE: A 25 MPH DESIGN
SPEED IS TO BE
USED ON ALL RO
CUL-DE-SAC DETAIL
N -T -S
19� 11 t � '.-�� � �. it ��•
f' I o
ynnwo
J-----/- -- (Purdt_
O ITE 7CB�" �2 �STR,
0.
'Northwood
Veld /. v.r Hills 740
1 ( I :>� ��`�? • WHI
FIO �
^'SUS=�_/
�_._.._ Eller ••
_ STREET
S2.G':wh�rR c N rern
th
\\ em h4o
I � I Beach •,% � ������
Trails Fnd
I.. . A— c
i
VICINITY MAP
N -T -S
(n
5
W
``,tt11N11111//1III
,,��` D. O4 ",
�Q�1STEq�s��'%s
LEGEND
No. 9p
OD
\
- 900012 =
'�
STATE OF
RACK OF CURB TO BACK Of CURB
SU
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DRAINAGE G UTILITY EASEMENT
D.E. a
LAJW
L.SE. a
LANDSCAPE EASEMENT
R /W a
U
LEGEND
EXISTING
LEGEND
e.L.
BULOINGG SETBACK LINE
UAID.E. a
UTILITY it DRAINAGE EASEMENT
8-8 a
RACK OF CURB TO BACK Of CURB
D.W.E. =
DRAINAGE G UTILITY EASEMENT
D.E. a
DRAINAGE EASEMENT
L.SE. a
LANDSCAPE EASEMENT
R /W a
RIGHT OF WAY
D.U.&S.S.E. w
DRAINAGE UTILITY A SANITARY SEWER EASMT.
D.U.&S.E. a
DRAINAGE UTILITY t SEWER EASEMEN,Z
LEGEND
EXISTING
PROPOSED
i
i
0
Q
STORM SEWER
•-- — — —
— SANITARY SEWER
— — —W —
— WATER LINE W
— — — —
—� LATERAL
— — —
— — GAS LINE
— — —��
— TELEPHONE A ELECTRIC 14 •
M
MANHOLE
�
INLET 0
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END SECTION Q
WATER VALVE H
4
FIRE HYDRANT
-4-
POWER POLE - 0
ELEC. BOX /TRANSFORMER
•
TELEPHONE PEDESTAL
+e
WETLAND DELINEATION + ++
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NOTE:
ALL COMMON AREAS ARE ALSO
I
00
r-
DESIGNATED AS NON -ACCESS
W
AND LANDSCAPE EASEMENTS,
A�
Class'N Com
SidawloNt
d S I= E xpa.riort Joint of (lack
E Lof Curb Lina or at Sidewolk
RD
2' ROLL CURangy J
Line
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MAX. RAMP SLOPE I" /FT.
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