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NOTES
HANDICAP RAMP
SANITARY SEWER SERVICE LATERAL
SANITARY MANHOLE
SANITARY SEWER CLEANOUT
STORM SEWER
STORM SEWER INLET
PIPE END SECTION
UNDERDRAIN
STORM STRUCTURE NUMBER
SANITARY STRUCTURE NUMBER
WATER MAIN
FIRE HyOnAwr
WA TER VALVE
WATER LINE TEE
WATER LINE REDUCER
WATER SERVICE LINE
MINIMUM FINISHED GRADES
(ESTABLISHED BY THE HOME OWNER)
MINIMUM FINISHED FLOOR ELEVATION [.5')
(FIRST FLOOR OF HOME)
(DEVIATIONS MUST BE APPROVED BY THE DEVELOPER)
MINIMUM LOWER LEVEL EXTERIOR DOOR OR
WINDOW SILL ELEVATION.
DRAINAGE UTILITY EASEMENT
MINIMUM SIDE YARD SWALE
(GRADES TO BE ESTABLISHED BY THE HOME OWNER)
SWALE FLOWLINE
10' ASPHALT PATH
CONCRETE WALK
2. SEE SHEET "C901" FOR SITE SPECIFICATIONS.
3. ALL CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY SHALL CONFORM TO
CITY OF CARMEL STANDARDS AND REQUIREMENTS.
4. TC TOP OF CURB TOP OF CASTING.
5. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE.
G. COMPACTED GRANULAR BACKFILL REQUIRED OVER ALL UTILITIES IN PAVED
AREAS.
7. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE ALL
MAINS, COwOU|TS. SERVICE LINES, ETC., IN THE AFFECTED CONSTRUCTION
AREA. EXISTING UTILI TY STRUCTURES ARE SHOWN HERE IN ACCORDANCE
WITH AVAILABLE INFORMATION. THE LOCATION AND PROTECTION OF UTILITY
STRUCTURES AND FAC|L|TIES, THEIR SUPPORT AND MAINTENANCE DURING
CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY) IS THE
EXPRESSED RESPONSIBILITY OF THE CONTRACTOR
8 RCP REINFORCED CONCRETE PIPE CLASS III
PVC POLYVINYL CHLORIDE SANITARY SEWER ASTM D-3O34 SDR-]5
HCSP HELICALLY CORRUGATED STEEL PIPE 16 GAUGE ALUMINIZED
9. FLEXIBLE PIPE TO BE INSTALLED PER ASTM D-2521. CLASS 1.2, OR 3
BEDDING RIGID PIPE TO BE INSTALLED PER ASTM C-12.
10. FOR SOIL EROSION CONTROL DATA SEE SHEETS C203 THRU C206
11. FOR SANITARY SEWER PLAN AND PROFILE SEE SHEET C501 THRU C505
12. FOR STORM SEWER PLAN PROFILES SEE SHEET C701 THRU C706
13. FOR STREET PLAN AND PROFILES SEE SHEETS C301 THRU C305
HOLEY MOLEY SAYS
9'
fr,-,4 "No
"IT'S THE LAW"
Y�/''
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CALL 2 WORKING DAYS BEFORE YOU DIG
CALL TOLL FREE
PER INDIANA STATE LAW IC8-1-20.
IT IS AGAINST THE LAW TO EXCAVATE WITHOUT
NOTIFYING THE UNDERGROUND LOCATION SERVICE
TWO (2) WORKING DAYS BEFORE COMMENCING WORK.
"DIG SAFELY"
1-800-382-5544
MASS EXCAVATION DETAIL
a 7, )/o*
s /so/o4
NOTE: o LOTS SHALL BE COMPLETED AS SHOWN IN THIS DETAL
2.) MASS EXCAVATION CONTRACTOR SHALL MEET eas 9TE
TOPOGRAPHY AT 4,1 SLOPE MAX FROM PROPOSED MAU 130AVATION OLTML
831
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SPOT ELEVATION (TOP OF CURB)
SPOT ELEVATION
CON TOUR
AREA/STREET L|GHT(VwrH SIGN)
AREA/STREET LIGHT
AREA/STREET UCHl(MuLTIPLE HEAD- WI TN S|CN)
AREA/STREET L|G*T(wULr|PLE HEAD)
UTILITY POLE
GUY ANCHOR
TELEPHONE MANHOLE
TELEPHONE RISER
TRANSFORMER
OVERHEAD UTILITIES
OVERHEAD ELECTRIC
UNDERGROUND TELEPHONE
UNDERGROUND ELECTRIC
W WATER LINE
WATER VALVE
FIRE HYDRANT
LAND DESCRPTION
PARCEL 1
FLOOD PLAIN NOTE
EXISTING OFF-SITE DRAIN TLES
ALL EXISTING OFF-SITE DRAIN TILES THAT ARE ENCOUNTERED
SHALL BE TIED INTO THE PROPOSED STORM SEWER SYSTEM
WITH POSITIVE OUTFLOW. ANY EXISTING ON-SITE DRAIN TILE
ENCOUNTERED THAT STAYS COMPLETELY ON- S|TE SH ALL BE
CRUSHED AND ABANDON.
EXISTING LEGEND
20' REAR B.S.L.
TYPICAL LOT, BULDING SETBACKS
-GAS GAS- GAS LINE
GAS VALVE
GAS METER
DECIDUOUS FREE
EVERGREEN rRE[
BUSH
0 CHAIN LINK rEmCL
r' WOOD PRIVACY /[mC[
BARB WIRE. FENCE
SIGN
1=1 MAILBOX
0 DRAINAGE MANHOLE
SANITARY MANHOLE_
ov
6"
A PART OF THE WEST HALF OF THE NORTHWEST QUARTER OF SECTION 30, TOWNSHIP 18 NORTH,
RANGE 3 EAST IN CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA, BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF THE WEST HALF OF THE NORTHWEST QUARTER OF
SAID SECTION 30; THENCE NORTH 00 DEGREES 00 MINUTES 24 SECONDS EAST (DEED
BEARING) ALONG THE EAST LINE OF SAID WEST HALF 70.00 FEET TO THE NORTH LINE OF THE
PROPOSED RIGHT-OF-WAY GRANT FOR 131ST STREET AND THE POINT OF BEGINNING; THENCE
CONTINUING NORTH 00 DEGREES 00 MINUTES 24 SECONDS EAST ALONG SAID EAST LINE
598.60 FEET; THENCE NORTH 83 DEGREES 13 MINUTES 36 SECONDS WEST 229.30 FEET;
THENCE NORTH 58 DEGREES 22 MINUTES 36 SECONDS WEST 186.00 FEET; THENCE NORTH 86
DEGREES 08 MINUTES 09 SECONDS WEST 486.51 FEET; THENCE NORTH 00 DEGREES 00
MINUTES 24 SECONDS EAST PARALLEL WITH THE EAST LINE OF SAID WEST HALF 1319D0 FEET;
THENCE NORTH 85 DEGREES 55 MINUTES 42 SECONDS WEST 646J0 FEET TO THE WEST LINE
OF SAID NORTHWEST QUARTER; THENCE SOUTH 00 DEGREES 03 MINUTES 18 SECONDS WEST
ALONG SAID WEST LINE 18J2.20 FEET; THENCE SOUTH 89 DEGREES 35 MINUTES 35
SECONDS EAST PARALLEL WITH THE SOUTH LINE OF SAID WEST HALF .317.03 FEET; THENCE
SOUTH 00 DEGREES 03 MINUTES 18 SECONDS WEST PARALLEL WITH THE WEST LINE OF SAID
NORTHWEST QUARTER 254.30 FEET TO THE NORTH LINE OF THE PROPOSED RIGHT-OF-WAY GRANT
FOR 131ST STREET; THENCE SOUTH 89 DEGREES 35 MINUTES .35 SECONDS EAST ALONG SAID
NORTH LINE AND PARALLEL WITH THE SOUTH LINE OF SAID WEST HALF 1184.06 FEET TO THE
POINT OF BEGINNING, CONTAINING 41.902 ACRES, MORE OR LESS.
THE SUBJECT PROPERTY LIES WITHIN A FLOOD ZONE X (AREAS DETERMINED TO BE OUTSIDE THE
500-YEAR FLOOOPUUN) AS PLOTTED BY SCALE FROM "FIRM", FLOOD INSURANCE RATE MAP,
COMMUNITY PANEL NUMBER 180081 CO205 F. CITY OF CARMEL, HAMILTON COUNTY, INDIANA,
EFFECTIVE DATE, FEBURARY 19, 200,3.
INCHES
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SITE ADDRESS:
BELLEO(
131st STI
CAR
SCALE
1 60'
DESIGNED 8Y:
D{3p
CHECKED Br:
DGP
DRAWING 'TILE:
SHEET NO:
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SITE DI