HomeMy WebLinkAbout035.89 SP North American Park Plat.Primary PlatSOILS MAP
EXISTING GRACE
\ / PROPOSEOGRADE
y--- UNDERCUT SWALE 5Y 0.2
TO ALLO* FOR FUTURE SILTIti'�;
TYPICAL SWALE DETAIL
SCALE NONE
The following Is a list Is sequence of construction activities to control loll
oroslonl.
I. Contractor shall Install sediment traps ond..strw ►els
filters, os Shown.
2. Mass grade the efts (sides of swells, mounds and PW46 to
be seeded and mu I chod I mored I ate I y upowi cop I at I en),
Temporary seeding shell be recommended tor a11 sweIso and ,
disturbed areas that cannot be final seedW wltkla a ties
Period that mill prevent slope erosion. for .temporary
seeding the contractor shell wtllIsis a fast growing mood
of either oats. annual ryogress, wheat or rye "pending
on time of year. Distorted areas should be kept to a
■lmlmum at of times.
i
3. Contractor shall contra( mud accumulstlom on all streets
surrounding project by Installing stone surface at all locations
where construction traffic leaves the site. Dust shell be kept
to a slafmmi by wtlllaing sprinkling, Calcium Chlorlda,
Vegetative cover, spray ow adheelves or other approved smtkWs.
1. Malatelm all filters awn traps dwring construction to prevent
any blockages from eccumulstwl sedloent. Additional seeding
and straw bales say be required during cowstructlom as specified
by Engineer or Sall Consrvstlom Service. Rip rap shall be
placed In revs of high velocity stream flow lminlmum also
1/3 cu. ft.). payment for additional straw bole* shall be
at the Contractors expense. payment for additional rip rap
(wot shows as plans) awd seeding shall be paid for as a Omit,
basis.
7. Contractor shall Install all sanitary severs, storm sewers. ;
subsurface drains, end water mains. Straw bale fliters shell
be lastalled at all storm Inlets (Including street Inlot.)T
6. All proposed street areas shell be paved as loom as poselbls
after subgrade Is prepared. 1
7. All disturbed areas shall be seeded and mulched Ss speclflfl)d
below. This shall Include all building pad 1111 areas. I
0. Contractor shall remove all temporary halloo and sedla"tj
controls only whew there Is a sufficient growth of ground I
cover to prevent further erosion.
LEGAL DFSLRIP-TION
A part of the South Half of Section 7, Township 17 North, Range 3 East in
Hamilton County, Indiana, more particularly described as follows:
ENGINEER / LAND5UR\IEXOR
JAMES E.DANKERT
P.I. GRIPE INC.
7172 GRAHAM R0.
ZtJDIAPlAP0�1S I N. 4(eZ50
317 - 84Z- (-7 77
Beginning at the Southwest corner of the Southeast Quarter of Section 7,
Township 17 North, Range 3 East; thence North 88 degrees 57 minutes 24 seconds
East (assumed bearing) on the South line thereof 674.55 feet to the
intersection of the centerline of Michigan Road (U.S. 421, formerly S.R. 29)
at the point of curvature of a curve having a radius length of 121,951.22 feet
which bears South 69 degrees 34 minutes 05 seconds West; thence Northwesterly
on said centerline and curve an arc distance of 183.87 feet to the true place
of beginning of the real estate herein described; thence Northwesteriy on said
centerline and curve an arc distance of 485.14 feet; thence South 86 degrees
37 minutes 29 seconds West 610.67 feet to the East right-of-way line of the
former T.H.I. & E. Traction Company; thence South 20 degrees 34 minutes 45
seconds East on said East right-of-way line 485.00 feet; thence North 86
degrees 37 minutes 29 seconds East 611.15 feet to the true place of beginning;
containing 6.499 acres, more or less.
Subject to the right-of-way of Michigan Road (S.R. 29 and U.S. 421) per D.R.
145, P. 73.
Subject to an easement five (5) feet in width by parallel lines off the entire
West end thereof reserved for the use of utility companies per Deed Record
315, pages 327-329.
Subject to a blanket easement for an Vnderground pipeline per M.R. 31, P. 117
assigned per M.R. 31, P. 278 (said easement reduced to 60 feet of total width
per Instrument No. 85-8721), s
CERTIFIED BY
- t8- 89 REV iSED 13Q,�0. L
ZONED I-)
S.W. COR. 15. E. 114-
SEC-.-T
14SEC.7 T I I N., R. 3E
OWNER DEVELOPER
TEN ONE ELEVEN, AN
INDIANA GENE.RP6,L PARTNERSHIP
9700 N. MICNIGAK RD.
CA.RM EL,1K , 4t.03?-
5
t.03Z
5 8C 37' Z4 W
PR03ECT SUMMARY
NO. LOTS' 3
TOTAL AC.: (0.45
ZONING: 1-1, B -Z,
501 L GLASS : BROOKSTON, CROSBY
SANITARY : INDIV1DUAL ON-SITE 5EPT\C
WATER INDPLS. WATER CO.
ZONED I-1
ZONED
N. 88 5-7'7-4' E-
(.1+55
Finish Grade
4'
14'
Earth Dackf ill
•q7 Hashed Gravel
6' Per+orated
Plastic Pipe (Rigid)
SUBSURFACE DRAIN CROSS SECTION
Scale 1 None
ZONED B- Z
VICIAII TY
0(. A4LC- / = 4
ZONED
ZONED
B /`1 = '010 S IA G'JKn/Ef
R E V IS10 N S • CIVIL ENGINEERING TECH. CHK. DRAWN BY SCALE DATE CLIENTNORTH AMERICAN PARK DWG. TYPE FILE N U M B E F
PAUL I.CRIPE, INC.@LAND � =30 3�4-89 Iur%I A u A nrnl IC` ILIMI A LI A Ar—r)r,n SURVEYING R7f�f� 1 KA n MV OI A'T � mC \1C I nPM l= AIT PI & KI
7172 GRAHAM ROAD • ARCHITECTURE DFTNG. CHK. DRAWING TITLE JOB NUMBER