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INV (W) =746.85
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SEC 28- T18N -R4E
BRASS PLUG PER
ROAD PROJECT
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46 03'35"E (M) LOCATED WIT
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PER IN,ST. 200000044612 200000044613
ITEMS 18 &14, 0
1 6 1 16 0 ,AN (asphalt)
5.00' (D) /ee S89 52'32 "E M
(14 c c. roll
26 gtu&SE
(grass) PROPOSED
20 GREENBELT
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or 768.58
inv. 765.02
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COMMUNITY
WALKING PATH
(o halt)
curb inlet
for 7 6.63
inv. sw= 763. 2
inv. n 63 2
rn
(asphalt)
4
curb inlet
.tor 766.57
inv. 762.31 �0
(grass)
SOUTH LINE OF
SE COR, NE 1/4,
SEC 28-T18N-R4E
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SEC 28-T18N-R4E
REBAR PER ROAD PROJEC'
20 perm. sewer easement
item 14
LANDSCAPE DRAINA(
ST.#9809806591 (PARCEL
hRTEM #17)
IA 4
A CV
EAST LINE OF
SEC 28-718N-R4E
SEC 28-T18N-R4E
CALC. POSITION BASED ON SURVEY FOR ROAD PROJECT
POINT IS LOCATED WITHIN LANDSCAPING, NO POINT SET OR FOUND
GENERAL GRADING NOTES
1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS.
2. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL
MEASURES HAVE BEEN INSTALLED.
3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND
HORIZONTAL) IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF
ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL
FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
IMMEDIATELY.
4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN
EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT.
VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND/OR
UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE.
5. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS
BEFORE CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES
ARE PRESENT ON SITE. ALL VERIFICATIONS (location, size and depth
SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN
EXCAVATING IS AROUND OR OVER EXISTING UTILITIES, THE
CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A
REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO
INSTRUCT AND OBSERVE DURING CONSTRUCTION.
6. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED
COMPLETELY WITH SELECT GRANULAR MATERIAL IF WITHIN 5 FEET
OF PAVEMENT.
7. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM
WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF
UNSUITABLE MATERIAL. THE NECESSITY FOR SUBDRAINS AND/OR
REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED
PARKING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION.
8. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS.
AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT,
IF ANY, "BIRD BATH" CONDITIONS.
9. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND
FINAL GRADE ELEVATIONS.
10. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS
BELOW FINISH GRADE ELEVATIONS INDICATED.
11. ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM
TO CITY OF INDIANAPOLIS STANDARDS.
12. INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE.
13. DEBRIS GUARD TO BE INSTALLED AT ALL OPEN ENDED INLETS.
14. DUE TO SITE CONSTRAINTS, THE SITE MAY OR MAY NOT BALANCE.
THE CONTRACTOR IS RESPONSIBLE FOR ALL EARTHWORK IMPORT
OR EXPORTS.
EROSION CONTROL NOTES
1. CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL
ORDINANCES THAT APPLY.
2. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE
AS THE CONTRACTOR SHALL TAKE ALL NECESSARY
PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING
THE SITE.
3. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES
WILL BE INSTALLED IF DEEMED NECESSARY BY ON SITE
INSPECTION.
4. SEDIMENT LADEN WATER SHALL BE DETAINED BY
EROSION CONTROL PRACTICES AS NEEDED TO MINIMIZE
SEDIMENTATION IN THE RECEIVING STREAM. NO STORM
WATER SHALL BE DISCHARGED FROM THE SITE IN A MANNER
THAT CAUSES EROSION AT THE POINT OF DISCHARGE.
5. WASTES AND UNUSED BUILDING MATERIALS SHALL
NOT BE ALLOWED TO BE CARRIED FROM THE SITE BY
STORM WATER RUNOFF. PROPER DISPOSAL OF ALL WASTES
AND UNUSED BUILDING MATERIALS IS REQUIRED.
6. SEDIMENT BEING TRACKED ONTO PUBLIC OR PRIVATE
ROADWAYS SHALL BE MINIMIZED. CLEARING OF ACCUM-
ULATED SEDIMENT SHALL NOT INCLUDE FLUSHING WITH
WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE
SITE FOR DISPOSAL.
7. SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL
DEVICES SHALL BE COLLECTED AND REDISTRIBUTED ON
SITE AFTER EACH RAINFALL EVENT, AND AT LEAST ONCE A WEEK.
8. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE
INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL
BE COVERED WITH FILTER FABRIC.
9. ALL EXISTING STRUCTURES, FENCING, TREES AND ETC., WITHIN
CONSTRUCTION AREA SHALL BE REMOVED AND DISPOSED OF OFF
SITE. BURNING IS NOT ALLOWED ON SITE.
10. SCHEDULE OF EARTHWORK ACTIVITIES:
o) THE DURATION OF TIME WHICH AN AREA REMAINS
EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM.
THE AREA SHALL BE STABILIZED AS SOON AS POSSIBLE.
TEMPORARY VEGETATION OR MULCHING SHALL BE USED
TO PROTECT EXPOSED AREAS IF ACTIVITY CEASES
FOR MORE THAN 21 DAYS OR AS DIRECTED BY
THE ENGINEER.
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PROPOSED PLATTED
LAND DESCRIPTION
LEGEND
PROPOSED SPOT ELEVATION
PROPOSED CONTOUR
TOP OF CURE,
CURb INLET
SILT FENCE
SAND bAG INLET CONTROL
RECORD (INSTRUMENT NUMBER 2000-44611)
LAND DESCRIPTION
CAUTION
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND
EVIDENCE including, but not limited to, manholes, inlets,
valves, and marks made upon the ground by others AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER
EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID
EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY
THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION.
1-800-382-5544
CALL TOLL FREE
INDIANA UNDERGROUND
legend:
0- curb inlet
telephone pedestal
sanitary manhole
fire hydrant
electric handhole
beehive inlet
water valve
post
drainage manhole
telephone handhole
sign
television pedestal
tix light pole
gas valve
t line buried
E electric line buried
DU&SE drainage, utility sanitary easement
-w- water line
Port of the Northeast Quarter of Section Twenty-eight in Township Eighteen North, Range Four
Eost in Hamilton County, Indiana, described as follows:
Commencing at the Southeast corner of said Northeast Quarter; thence North 89 degrees 35
minutes 24 seconds West (assumed bearing) along the south line of said Northeast Quarter a
distance of 325.00 feet; thence North 00 degrees 20 minutes 43 seconds East, parallel with the
East line of said Northeast Quarter, a distance of 45.00 feet to the Point of Beginning; thence
continuing North 00 degrees 20 minutes 43 seconds East, parallel with said East line, a distance
of 285.00 feet; thence South 89 degrees 35 minutes 24 seconds East, parallel with said South
line, a distance of 265.00 feet; thence South 00 degrees 20 minutes 43 seconds West, parallel
with said East line, a distance of 227.93 feet; thence South 46 degrees 50 minutes 54 seconds
West a distance of 82.82 feet; thence North 89 degrees 35 minutes 24 seconds West, parallel
with said South line, a distance of 204.92 feet to the Beginning Point.
Port of the Northeast Quarter of Section 28, Township 18 North, Range 4 East in Hamilton County,
Indiana, described as follows:
Commencing at the Southeast corner of the said Northeast Quarter Section; thence North 89 degrees 35
minutes 24 seconds West along the South line thereof a distance of 325.00 feet; thence North 00 degrees
20 minutes 43 seconds East a distance of 50.00 feet to the North line of the 50 foot half-right of way of
131st Street, being the Point of Beginning; thence continuing North 00 degrees 20 minutes 43 seconds
East a distance of 280.00 feet; thence South 89 degrees 35 minutes 24 seconds East a distance of 265.00
feet to the westerly right of way of Hazel Dell Road; thence South 00 degrees 20 minutes 43 seconds
West a distance of 227.93 feet; thence South 46 degrees 50 minutes 54 seconds West a distance of 75.56
feet; thence along the aforesaid North right of way of 131st Street North 89 degrees 35 minutes 24
seconds West a distance of 210.19 feet to the Beginning Point, containing 1.67 acres, more or less.
THIS SUBDIVISION CONSISTS OF 1 LOT TOGETHER WITH STREETS AND EASEMENTS AS
SHOWN HEREON.
THE SIZE OF LOT AND EASEMENTS ARE SHOWN IN FIGURES DENOTING FEET AND
DECIMAL PARTS THEREOF.
CROSS-REFERENCE IS HEREBY MADE TO SURVEY PLAT RECORDED AS INSTRUMENT
NUMBER 2001-4204 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA.
30' 60'
TBM#3
BRONZE DISK ON TOP OF SOUTHWEST CORNER BRIDGE WALL OVER
MITCHENER DITCH ON HAZELDELL ROAD, 400' NORTH OF 131 ST
STREET STAMPED "HAMILTON COUNTY GEODETIC CONTROL"
ELEV. 769.39
BM
U.S.G.S. DISC IN CONC. POST 54' WEST OF CL OF RIVER AVE.
AND 18' NORTH OF CL OF 131ST ST. STAMPED "95-RHP-1951"
ELEV. 751.46' (NGVD 1929)
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DATE:
DRAWN BY:
CHK'D BY:
JOB NO.
01/06/03
KAM
DCG
IN 2003- 0113
SHEET NO.
C3.1
OF