HomeMy WebLinkAbout08100014-16 146th & Gray Rezone (SE Corner) Pg 1NW Cor. NW 1/4
S21- T18N -R4E
45.28'
ED 8"/ SEWER
PROPOSED a" SEWER EXTENSION
EXTENSION APPROX. 950 SOUTH
ALONG GRAY ROAD
BOX CULVERT EXTENSION
EXISTING TREES TO REMAIN
233.22'
15' Buffer Yard
S89'43' 14"E
573.30'
ZONING C LASSIFICTIt N
EXISTING: CARMEL Si
PROPOSED: CARMEL B
T 7 H ATCHED AREA INDICATES EASEMENT FOR
STORMWATER DETENTION
H ATCHED AREA INDICATES EASEMENT FOR INGRESS,
EGRESS, UTILITIES, DRAINAGE AND SHARED PARKING
EXISTING TREES TO REMAIN
I HATCHED AREA INDICATES RIGHT -OF -WAY GRANT TO
CITY OT COUNTY AUTHORITY.
PROPOSED-
DETENTION
OUTLET
15' Buffer Yard
GRAPHIC SCALE
330.00'
WTR STM WTR
15' Buffer Yard
HEARTHVIEW
Hearthview Properties
146th Street Office Complex
Southeast Corner of 146th Street Gray
Road, Carmel, Indiana
Plat Prepared For Hearthview
Attn. Kelli Lawrence
805 City Center Drive
Suite 140
Carmel, Indiana 46032
Certifica
General Notes:
A. The purpose of this primary plat is to
establish lot configuration for secondary
platting and construction documents of
common and access areas. Final
development of the individual lots may vary,
but will substantially comply with the
development indicated hereon.
B. This is a topography shown on this plat is
based upon a surveyed provided by
Hearthview. The vertical datum for this
survey was a cut "X" on the southwest
corner of the concrete water pit approx. 330'
East and 35' North of the intersection of
Gray Rd. and 146th Street (Elev. 827.85
NAVD88).
C. Parking Analysis:
(Areas and counts are approximate)
Lot 1: 3,844 sft. building area; 18 spaces.
Lots 2 -9: 71,000 sft. building area; 317
spaces.
F. Domestic Water and Sewer usage. Total
usage: 8,880 gallons per day. Instantaneous
peak rate estimated to be 22,200 gpd.
G. The accuracy of any flood hazard data shown
on this report is subject to map scale
uncertainty and to any other uncertainty in
location or elevation on the referenced Flood
Insurance Rate Map. Parts of the within
described tract of land lie within a Flood
Hazard Zone A as said tract plots by scale
on Community Panel Numbers 18057C0140F
(2- 19 -03) and 18057CO227F (2-19-03).
No parts of the developed tract lie within the
Flood Hazard Zone A of said panels. The
flood elevations listed on the stated maps will
not flood the buildings, parking lots, or storm
water infrastructure of this development.
H. The flood protection grade for all parking lots
and building pads for this development is
808.0.
Setback Re•uirements
The following table outlines setback requirements for each lot
All setback lines conform to Zoning Ordinance Section 12.04
Lot Fronk! e
Hearthview
805 City Center Drive
Suite 140
Carmel, Indiana 46032
Bordenet Design
D. Scott Bordenet, PE, IS
8002 Alibeck Ct.
Indianapolis, IN 46256
Date: October 16th, 2008
Primary Plat Index
1. Primary Plat
2. Primary Plat Landscaping
3. Primary Plat Erosion Control Sheet
4. Primary Plat Erosion Control Details
Revision Block
Rev. No. Description Date
1 Revisions from TAO, PC and public meetings. 4 -4 -08
Re- design based on underground storage 10 -16-08
15' Buffer Yard
N90'00'00 "E
EXIST. 5 ASPALT •ATH
Mme lull P @4h�n�l
Conc.
A PROPOS! D 6" WATER MAIN
N90`00'00 "E
$A
4 11 A Al
Conc Walk
N89'50
15' Buffer Yard
N86' 40' ii
Lot
0.55 c.
one Walk
Conc. Walk
N86'40'21 "E
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p,l,l 1
�rh' �Mi 'li 'Ipl�, iI I I ,v,111
hii�l!��I ;r
08100015PP, 08100016SW
Y h
v I
TAG
2 NON ACCESS ESMT.
SYMBOL LEGEND
Structure Data Table
South
m■
ummuumilmmikimmomm
D. Scott Bordenet, P.E., L.S.
Ph. 317 536 -6181
Fax: 317- 536 -6220
8902 Alibeck Ct.
Indianapolis, IN 46256
SHRUB
DECIDUOUS TREE
CONIFEROUS TREE
UTILITY POLE
SIGN
STOP SIGN
IRON PIN OR REBAR
GAS VALVE
GAS MARKER
BOLLARD
DRAINAGE STR. LABEL
SANITARY STR. LABEL
BOULDER
UGE
UGE
UGT
UGT
SAN
SAN
UNDERGROUND
ELECTRIC
UNDERGROUND
TELEPHONE
SANITARY SEWER
GAS
GAS
STM
STM
WTR
wn
PROPOSED FEATURE
EXISTING FEATURE
FLOWLUNE
GAS UNE
STORM SEWER
WATER LINE
RIGHT -OF -WAY
FIBER OPTIC HAND HOLE
ELECTRIC HAND HOLE
FIRE HYDRANT
SANITARY MANHOLE
CATCH BASIN
TELEPHONE PEDESTAL
LIGHT POLE
GUY WIRE
CURB INLET
Grote
10 CONC. END SECTION NA NA 15' RCP N 11 OUT
11 MANHOLE CLOSED UD 810.92 TC 15 RCP N/S 14 10
12" W 12 10
12 CURB INLET CURB INLET _L 811.44 TC 12" RCP E/W 13 11
CURB INLET CURB INLET 12' RCP W NA 12
WHOLE CLOSED LID 817.77 TC L 15" RCP S/W 15 11
CURB INLET CURB INLET 816.00 TC 15' RCP E/W 16 14
CU INLET CURB INLET 12" RCP EJW 17 15
17 BOX NO BEE WE w 4 _12" RCP E/N
BOX NET BEE HIVE 12" RCP S/E
CURB INLET CURB INLET 12 RCP E/W
CURB INLET
18 16
19 17
20 18
12" RCP W NA 19
NA
I 805.57
805.57
810.09
Invert
OFFST[E 22 810.33
21 25 809.68
23 25 819.36
24 22
24___ 22
NA 23
22 30 I 807.74
26 30 813.63
15" RCP S 28 30 I---
15 RCP S 27 25
12_" RCP N 27 25 L__
12" RCP S NA 26
15" RCP N 29 25
15" RCP SW 29 25
Structure Type
21 MANHOLE CLOSED UD 827.45 TC
22 MANHOLE I CLOSED UD 824.30 TC
23 CURB INLET CURB INLET 823.99 TC
CURB INLET CURB INLET
MANHOLE CLOSED UD
CURB INLET
27 CURB INLET
28 BOX INLET
818.01 TC
84 8.00 TC
30" RCP E
30" RCP E/W
15" RCP N
15' RCP S
12" RCP N
12' RCP S
30" RCP E/W
15" RCP N
CURB INLET
Downstream
Connection_
30 MANHOLE CLOSED UD
31 CURB INLET CURB_INIJ:T_
32 CURB INLET CURB INLET
33 CONC. END SECTION NA
Grate Top of Casting Pipes
or Gutter
BEE HIVE _811.45 TC 15" RCP NE
30" RCP E/W
15" RCP N
15" RCP S
12" RCP N
12" RCP S
33
33
32 30
32 30__
30 OUTLET
Project Number:
2U07 -039
Sheet No.
Land Description
A part of the northwest quarter of the northwest quarter of Section 21, Township
18 North, Range 4 East and more particularly described as fellows:
Commencing at the northwest corner of the northwest quarter of said Section 21;
thence South 89 Degrees 43 Minutes 14 Seconds East 573.30 feet; thence
continuing 89 Degrees 43 Minutes 14 Seconds East 330 feet; thence South 00
Degrees 03 Minutes 46 Seconds East 73.16 feet to an iron pen and the Point of
Beginning of this description; thence continuing South 00 Degrees 03 Minutes 46
Seconds East 586.84 feet to an iron pen; thence South 89 Degrees 43 Minutes
14 Seconds East 330.00 feet to a concrete monument; thence South 00 Degrees
03 Minutes 46 Seconds East 9.98 feet to an iron pen; thence South 89 Degrees
43 Minutes 14 Seconds East 541.57 feet; thence North 00 Degrees 16 Minutes 13
Seconds West 342.20 feet to a concrete monument; thence North 11 Degrees 02
Minutes 23 Seconds East 133.83 feet to a concrete monument; thence North 00
Degrees 16 Minutes 13 Seconds West 65.62 feet to a concrete monument; thence
North 43 Degrees 20 Minutes 39 Seconds East 48.66 feet to a concrete
monument; thence South 88 Degrees 34 Minutes 29 Seconds East 246.11 feet to
a concrete monument; thence North 87 Degrees 33 Minutes 11 Seconds East
137.95 feet to a concrete monument; thence North 64 Degrees 52 Minutes 19
Seconds East 72.64 feet to a concrete monument; thence North 84 Degrees 16
Minutes 14 Seconds East 125.36 feet to a concrete monument; thence South 82
Degrees 47 Minutes 01 seconds East 198.30 feet to a concrete monument;
thence South 89 Degrees 43 Minutes 14 Seconds East 42.72 feet to the Points
of Beginning. Containing 11.62 acres, more or less.
General Construction Ilequirenmeinits
A. ADA compliant ramps shall be installed at all sidewalk and trail crossings.
B. All construction within City right -of -way shall be to the current City standards and
specifications. Approval of all construction plans will be required by the City.
C. A three -foot wide #73 stone shoulder at a minimum depth of 6 inches is required
across the property frontage where there is no existing or proposed curbing or to
the auxiliary lanes, whichever is greater. Subsurface drain is required beneath the
shoulder.
D. Energy dissipation for storm sewer outlets from the property will be required.
Approval of the Construction Plans is subject to the review and approval of the
energy dissipation application.
E. When construction of new roadways affect the existing storm sewer and sanitary
sewer infrastructure, necessary re- construction and extension of the existing
features shall be at the owner's /developer's expense. Approval of the Construction
Plans is subject to the review and approval by City and County authorities.
F. Entrances and exits will be located as delineated on this plan. The Gray Road
entrance consists of a 100' lane taper connecting to a 12' wide by 50' long
deceleration lane. The exit will connect to the existing right turn lone. The full
northbound lane width, both north and south of this entrance, shall be 24' for two
12' lanes, except for tapered areas. The 146th Street entrance will consist of a
100' lane taper connecting to a 12' wide by 150' long deceleration lane. The exit
will be a 50' long lone taper,
G. All sewers and water mains not in current rights -of -way or within rights -of -way
that will be dedicated with this project are to be within easements.
H. All internal project roadways not within current or proposed rights -of -way shall have
a minimum 6" concrete curb or 6" concrete monolithic curb and walk. The curb
shall be designed and constructed to City of Carmel standards.
I. All property lines that run with current rights-of-way or within rights-of-way that
will be dedicated with this project and not adjacent to entrances /exits as delineated
on this plan shall require non access easements to be dedicated to the City or
County. Approval of the secondary plat shall be subject to the opproval of these
non-access easements.
K. This project shall not increase the run -off to any existing storm inlets within City
or County rights -of -way.
L. No entrance from Gray Road or 146th Street shall exceed 30' in width. Drive width
shown on Gray Road is 28'. Drive width shown on 146th Street is 30'. MI
Entrance /exit radii to public rights -of -way shall be 30'.
M. This project will, upon final design, provide at least two post construction
stormwater quality BMP's. The primary BMP will be a dynamic separator.
Secondary BMP's may include porous pavements, a paver underdroin system, a
sediment forebay, filter strips, or other Carmel approved systems.
N. Decorative signs, sprinkler systems, trees, landscaping mouths, fences, light poles or
other such amenities are not permitted within the right of way of 146th Street.
0. The City typically requires 1" milling with 1.5" HAC #11 resurfacing for the entire
width of the existing roadway across the property frontage or to the limits of the
auxilliary lanes, whichever is greater. All striping shall be therrnoplasic.
Determination of all roadway improvements shall be identified and approved with
final construction plans.
A
F
s rki r B M 38
i
r
Construction within the current FEMA FIRM 100 year delineation shall require a LOMA
or LOMR as dictated by FEMA. Approval of Construction Plans are subject to FIRM
delineation of current record at the time of plan review.
u
1 s k L I
F�F Skeet i 6 �./treet li 1
1. BSL Building Setback Line
2. D. U.E. Drainage and Utility Easement