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alINDEPENDENIIY ANYMIERE --�"-
MTW R£ EASEMENT.
(MIMAUM OF 24' DEEP IN
COMBMED DRAINAGE.
UTUTY EASEMENT.)
WATER MAIN
(MIN. 48" DEEP) ' 0
18• _�I tic
— -------------------- = GAS 114
(MIN 42" DEEP)
TAP TO HOUSE
(TYPICAL)
Conduits for future utility crossings tray be installed after underdroins
& Prior to curb do Pavement it deed to ovoid future bores of 48•.
Depth shall be 24" below top of bock of curb.
TYPICAL STREET AND UTILITY CROSS SECTION
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TYPICAL SWALE
X -SECTION
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NOTE: III r- STEEL FENCE POST
TEMPORARY EXTENSION ABOVE CAP & TAPE
GROUND TO BE REMOVED UPON
CONNCETION TO HOUSE.
ALL MEASUREMENTS TO BE -7
MEASURED FROM BACK OF CURB.
3' 1 1 1 1 3"
TYPICAL SSD LATERAL TO
INDIVIDUAL LOTS
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ASPMALr EMULSION rO HE APPLIED
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SOILS MAP
N -T-3
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 TQ BE
USED ON ALL RO
CUL-DE-SAC DETAIL
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ALL COMMON AREAS ARE
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AND LANDSCAPE EASEMENTS.
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Pkm E aparrion Joillf of sleek
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MAX. RAMP SLOPE I" /FT.
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