HomeMy WebLinkAbout07100024-25 Primary Plat Plans Rcv. 10/12/2007 DOCSPROJECT
LOCATION
VICINITY MAP
NO SCALE
OPERATING AUTHORITIES
GAS
VECTREN
P.O.Box 1700
Noblesville, Indiana 46060
317- 776 -5573
Jim Scott
ELECTRIC
CINERGY I PSI
1441 South Guilford Road
Carmel, Indiana 46032
317 -776 -5347
Rick McClain
SANITARY
CLAY TOWNSHIP REGIONAL
WASTE DISTRICT
10701 North College Avenue, Suite A
Indianapolis, Indiana 46240
Jay W. Alley
SCHOOL DISTRICT
CARMEL / CLAY SCHO
5201 East 131 st Street
Carmel, Indiana 46033
Ron Farrand
HOLEYMOLEYSAYS
"DIG SAFELY"
"IT'S THE LAW
GALL 2 WORIGNG DAYS BEFORE YOU DIG
1 -800 -382 -5544
CALL TOLL FREE
PER INDNM STATELAW IC8 -126.
IT ISAGA/NST TTIELAW TO Exa4vATE
WTH0UT N0T7FY/NG THE UNDERGROUND
LOCAWNSERVICE TWO (2) WORKWG DAYS
BEFORE COMMENCWG WORK
CABLE TELEVISION
BRIGHT H SE S
516 East Carmel Drive
Carmel, Indiana 46032
317 -972 -9700
STREETS
HAMILTON COUNTY--
HIGHWAY DEPARTMENT
1770 South 10th Street
Noblesville, Indiana 46060
317 - 773 -7770
Mike McBride
STORM
HAMILTON COUN
DRAINAGE BOARD
One Hamilton County Square, Suite 188
Noblesville Indiana 6060
(317) 776 -495
WATER
CARMEL CITY UTILITIES
3450 wEST 131 st STREET
Westfield, Indiana 462074
317- 733 -2855
Paul Pace
TELEPHONE
SEC
5858 North College Avenue
Indianapolis, Indiana 46220
317 -972 -9700
Jeremy Pendelton
FIRE DEPARTMENT
CARMEL / (;LAY T(JWNSHP
FIRE DEPARTMENT
Fire Headquarters, Station 41
2 Civic Square
Carmel, Indiana 46032
317- 571 -2600
RESIDENTIAL SUBDIVISION CONTAINING 11.6 AC El/2NE'/4NW 1/4/, SEC. 941 7NwR3E
CLAY T HAMILTON COUNTY, INDIANA
PROJECT ADDRESS: 106th STREET, CARMEL, INDIANA 46032
DOCKET R10.
9064h Street
STREET NAME CHART
LINE STREET NAME STREET LENGTH
WOODHALL LANE 1250 LF +_
IL
25 MPH DESIGN SPEED
SITE MAP
SCALE: 1"=120'
� REVISIONS
NUMBER DESCRIPTION DATE
SHEET IMDEX
SHEET NO DESCRIPTION
1 TITLE SHEET
2 PRIMARY PLAT
3 PRELIMINARY EROSION CONTROL PLAN
PROJECT,
LOCATION
,............_............
411111111,1)11,
,
LOCATION MAP
NO SCALE
DEVELOPER &PROPERTY OWNER
La
JB COHEN
210 EAST 91 st STREET, SUITE R,
R--. E:.A L 'Y C D 6@ P INDIANAPOLIS, INDIANA 46240
PHO 17- 844 -4467
SAX: 317 -844 -4527
CONTACT: JEFFREY B. COHEN
DATE OF SUBMISSION,
REVISED.
SOURCE OF TITLE,
EXISTING ZONING,* S 1
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PLANS PREPARED BY,
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ENG /NEER //VG
853 COLUMB /A ROAD, SUITE 0701
PLAlNP /ELO, /N 46168
BUS. 0179 707 -3700, FAX (3 17) 707 -3800
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CONTACT: LANCE G. FERRELL
CERTIFIED BY, __7 DATE: 9 �
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PRIVATE STREET STATEMEWT
LIRROWOOD FAMILyi:ARMir IPJCAr /V
�t INST.# 9909909362
ZONING S -11 `
{ N 00 O 251 /66 11 W 667.`6Z' l�--
JB COHEN REALTY CORP. AND ANY AND ALL SUCCESSORS AND
ASSIGNS HEREBY WAIVE ALL RIGHTS TO PETITION THE HAMILTON
DEPARTMENT, THE HAMILTON COUNTY HIGHWAY DEPA � N COUNTY BOARD OF
COMMISSIONERS, OR HAMILTON COUNTY, OR THE SUCCE SSOR UNIT OF
GOVERNMENT TO BE RESPONSIBLE FOR THE MAINTENANCE OF THE
INGRESS/ EGRESS EASEMENT, OR TO HAVE THE EASEMENT CONSIDERED
NECESSITATING MAINTENANCE APUBLIC ROAD N E BY ANY UNIT OF GOVERNMENT. _
WHERE IN
CRESS /EGRESS EASEMENTS ARE SHOWN ON THIS PLAT, THOSE
LOT OWNERS ABUTTING SUCH EASEMENTS SHALL OWN EQUAL AND
INTEREST IN SUCH EASEMENTS AS TENANTS UNDIVIDED INT NANTS IN COMMON, AND
IT SHALL BE THE OBLIGATION OF EACH OWNER IN COMMON WITH THE
O
OTHER LOT OWNERS ABUTTING SUCH A STREET TO CONTRIBUTE AN
SHARE OF THE COST OF THE MAINTENANCE EQUAL HAR NCE OF SUCH STREETS.
WHERE A MAJORITY OF LOT OWNERS SERVED B Y A PRIVATE STREET
E LECT TO REPAIR THE PRIVATE STREET LOCATED IN THE EASEMENT
AND ONE OR MORE LOT OWNERS FAIL TO PAY THEIR ALLOCABLE SHARE
SUCH REPAIR THEN THE OWNERS PAYING SUCH COST MAY FILE A
OF S LABOR PERFORMED AND
LIEN FOR THE REASONABLE VALUE OF THE
FURNISHED AS PRESCRIBED BY THE
MATERIALS FU LIEN LAWS OF THE STATE
OF INDIANAAGAINST ANY SUCH LOT AND THE OW NER THEREOF AND
RECOVER THE FULL ASSESSMENT OWED TOGETHER WITH INTEREST
FR OM DUE DATE AND REASONABLE ATTORNEY'S FEES. THE PRIVATE
EASEMENT MAY CONTAIN UTILITIES TO SERVE SAID LOTS. ALL PRIVATE
STREET EASEMENTS SHALL BE A UTILITY EASEMENT.
SITE COMSTRUCTION SEQUENCE
A. INSTALL CONSTRUCTION ENTRANCE ALONG THE PROPOSED ENTRANCE.
B. START MASS EARTHWORK, LAKE CONSTRUCTION FOLLOWED BY
EROSION CONTROL.
C. 1NSTALLAND CONNECT ALL INFRASTRUCTURE.
D. MAINTAIN EROSION CONTROL.
GENERAL NOTES
1. ALL SANITARY SEWER SHALL BE 8" PVC UNLESS NOTED OTHERWISE.
2. WATER MAIN THRU THE SUBDIVISION TO BE 8" PVC.
3. PRIVATE STREET TO BE 30' IN WIDTH AND HAVE A 50' INGRESS
EGRESS EASEMENT.
4. ALL LOTS TO 10' SIDEYARD SETBACKAND 20' REAR YARD SETBACK.
5. S.O.S. TYPE ACCESS DEVICES SHALL BE INSTALLED AT THE GATE
W1 BATTERY BACKUP.
6. BLUE REFLECTORS TO BE PLACE IN THE STREET PERPENDICULAR
TO LOCATE HYDRANTS,DURING N EMERGENCY ENT TO MORE EASILY
FLOODPLAIM MOTE
THIS PROJECT DOES NOT LIE WITHIN A SPECIAL FLOOD HAZARD ZONE
AS PLOTTED BY SCALE ON THE FEDERAL EMERGENCY MANAGEMENT
AGENCY, NATIONAL FLOOD INSURANCE PROGRAM (FIRM) FLOOD
INSURANCE RATE MAP NUMBER 18057CO215F9 DATED JANUARY 5, 2001.
WATERSHED NOTE
FITCH & JESSOP SHED
' SHED #33
435.64 ACRES
DUSTIMG ZONiNG — St
CURVE DATA
CURVE NO.
RADIUS
LENGTH
CHORD
DELTA
C1
100.00'
21.45'
21.45'
12 018'44"
/
100,
130.18'
126.13'
49 043'30"
C3
� r
130.18'
t
t
49 °43'30"
t
!
100.00'
O
M1
41.78'
24006'54"
C5
r
139.62'
>� CD
M
26 °39'58"
O
O
N Z�
� it z
SANITARY MANHOLE
00
W N 1� o
. �Z
SUB- SURFACE DRAIN
�
Q
STORM MANHOLE
;
PER CITY OF CARMEL
Cy
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TyplM *STREET SECTION
1
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FIRE HYDRANT
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PRIVATE STREET STATEMEWT
LIRROWOOD FAMILyi:ARMir IPJCAr /V
�t INST.# 9909909362
ZONING S -11 `
{ N 00 O 251 /66 11 W 667.`6Z' l�--
JB COHEN REALTY CORP. AND ANY AND ALL SUCCESSORS AND
ASSIGNS HEREBY WAIVE ALL RIGHTS TO PETITION THE HAMILTON
DEPARTMENT, THE HAMILTON COUNTY HIGHWAY DEPA � N COUNTY BOARD OF
COMMISSIONERS, OR HAMILTON COUNTY, OR THE SUCCE SSOR UNIT OF
GOVERNMENT TO BE RESPONSIBLE FOR THE MAINTENANCE OF THE
INGRESS/ EGRESS EASEMENT, OR TO HAVE THE EASEMENT CONSIDERED
NECESSITATING MAINTENANCE APUBLIC ROAD N E BY ANY UNIT OF GOVERNMENT. _
WHERE IN
CRESS /EGRESS EASEMENTS ARE SHOWN ON THIS PLAT, THOSE
LOT OWNERS ABUTTING SUCH EASEMENTS SHALL OWN EQUAL AND
INTEREST IN SUCH EASEMENTS AS TENANTS UNDIVIDED INT NANTS IN COMMON, AND
IT SHALL BE THE OBLIGATION OF EACH OWNER IN COMMON WITH THE
O
OTHER LOT OWNERS ABUTTING SUCH A STREET TO CONTRIBUTE AN
SHARE OF THE COST OF THE MAINTENANCE EQUAL HAR NCE OF SUCH STREETS.
WHERE A MAJORITY OF LOT OWNERS SERVED B Y A PRIVATE STREET
E LECT TO REPAIR THE PRIVATE STREET LOCATED IN THE EASEMENT
AND ONE OR MORE LOT OWNERS FAIL TO PAY THEIR ALLOCABLE SHARE
SUCH REPAIR THEN THE OWNERS PAYING SUCH COST MAY FILE A
OF S LABOR PERFORMED AND
LIEN FOR THE REASONABLE VALUE OF THE
FURNISHED AS PRESCRIBED BY THE
MATERIALS FU LIEN LAWS OF THE STATE
OF INDIANAAGAINST ANY SUCH LOT AND THE OW NER THEREOF AND
RECOVER THE FULL ASSESSMENT OWED TOGETHER WITH INTEREST
FR OM DUE DATE AND REASONABLE ATTORNEY'S FEES. THE PRIVATE
EASEMENT MAY CONTAIN UTILITIES TO SERVE SAID LOTS. ALL PRIVATE
STREET EASEMENTS SHALL BE A UTILITY EASEMENT.
SITE COMSTRUCTION SEQUENCE
A. INSTALL CONSTRUCTION ENTRANCE ALONG THE PROPOSED ENTRANCE.
B. START MASS EARTHWORK, LAKE CONSTRUCTION FOLLOWED BY
EROSION CONTROL.
C. 1NSTALLAND CONNECT ALL INFRASTRUCTURE.
D. MAINTAIN EROSION CONTROL.
GENERAL NOTES
1. ALL SANITARY SEWER SHALL BE 8" PVC UNLESS NOTED OTHERWISE.
2. WATER MAIN THRU THE SUBDIVISION TO BE 8" PVC.
3. PRIVATE STREET TO BE 30' IN WIDTH AND HAVE A 50' INGRESS
EGRESS EASEMENT.
4. ALL LOTS TO 10' SIDEYARD SETBACKAND 20' REAR YARD SETBACK.
5. S.O.S. TYPE ACCESS DEVICES SHALL BE INSTALLED AT THE GATE
W1 BATTERY BACKUP.
6. BLUE REFLECTORS TO BE PLACE IN THE STREET PERPENDICULAR
TO LOCATE HYDRANTS,DURING N EMERGENCY ENT TO MORE EASILY
FLOODPLAIM MOTE
THIS PROJECT DOES NOT LIE WITHIN A SPECIAL FLOOD HAZARD ZONE
AS PLOTTED BY SCALE ON THE FEDERAL EMERGENCY MANAGEMENT
AGENCY, NATIONAL FLOOD INSURANCE PROGRAM (FIRM) FLOOD
INSURANCE RATE MAP NUMBER 18057CO215F9 DATED JANUARY 5, 2001.
WATERSHED NOTE
FITCH & JESSOP SHED
' SHED #33
435.64 ACRES
DUSTIMG ZONiNG — St
CURVE DATA
CURVE NO.
RADIUS
LENGTH
CHORD
DELTA
C1
100.00'
21.45'
21.45'
12 018'44"
G2
150.00'
130.18'
126.13'
49 043'30"
C3
150.00'
130.18'
126.13'
49 °43'30"
C4
100.00'
42.09'
41.78'
24006'54"
C5
300.00'
139.62'
138.37'
26 °39'58"
H.A. SURFACE
u� H.A. BINDER
r
r STONE BASE
�' (MIN.) COMPACTED OR
UNDISTURBED SOIL
106th STREET @ ENTRMCE
PAVEMENT SECTIORW g
NO SCALE
r
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Oro
400 L
�
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w 10'
H.A. SURFACE � 1, 51
c� H.A. BENDER Q w - -� ��� ----
cD STONE BASE NIL
CONC. WALK
� 6" (MIN.) COMPACTED OR
UNDISTURBED SOIL
LOCAL STREET PAVEPAENT SECTIOM
NO SCALE
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E, NICHOLAS MOSTME* �
00 782
INST. #20040 �l
i ZONING S -1
i J01
LARYD DESCRIPTIOM
Part of the East Half of the Northeast ast Quarter of the Northwest Quarter of Section 9, Township 17 North, Range 3
East Clay Township, , Hamilton County, Indiana, more particularly described as follows:
Commencing at the
Northwest comer of the Northwest Quarter of Section 9, Township 17 North, Range 3 East,
Hamilton County, Indiana; thence North 88 degrees 52 minutes .28 seconds East (assumed
Clay Township, Ha tY� Northwest Quarter to the POINT OF BEGINNING
bearing) 13301.05 feet on and along the North line of said N .
' tion said point being the Northeast comer of the Northwest Quarter of said Northwest Quarter;
of this description, p 9
thence South 00 degrees 26 minutes 45 seconds East 1335.17 feet on and along the East line of the
Northwest Quarter of said Northwest Quarter to the Southeast comer of the Northwest Quarter of said
Northwest Quarter; 9
thence South 88 degrees 51 minutes 52 seconds West 423.08 feet on and along the South
w Quarter of said Northwest Quarter; thence North 00 degrees 25 minutes 56 seconds West
tine of the Northwest Q
67.62 feet to a point on the North line of the South Half of the Northwest Quarter of the said
a distance of 6 po
Northwes t Quarter; thence North 88 degrees 52 minutes 10 seconds East on and along the North line of the
South Half of the Northwest Quarter of the said Northwest Quarter a distance of 90.01 feet to the Southwest
corner of the East Half of the Northeast Quarter of the Northwest Quarter of said Northwest Quarter, thence
North 00 degrees
25 minutes 56 seconds west 667.61 on and along the Vilest line of the East half of the
Northeast Q uarter of the Northwest Quarter of said Northwest Quarter; thence North 88 degrees 52 minutes
28 seconds
East a distance of 332.77 feet on and along the North line of said Northwest Quarter to the
POINT OF BEGINNING containing 11.58 acres more or less and subject to all rights of ways and
easements of record.
LEGEND
0 501 1001
1
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ti_ I l EXISTING STORM PIPE
OUSTiIAIG
ST
STORM SEWER
PROPOSED
SANITARY SEWER
W
WATER LINE
X
FENCE LINE
E
OVERHEAD UTILITIES
T -
TELEPHONE LINE
SANITARY SEWER
STORM MANHOLE
9 ID
STORM INLETS
ZE Will
SANITARY MANHOLES
a-
UTILITY POLES
TREE
WATER MAIN
TREE LINE
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APPARENT
15 11 / 2 R/W
PIVTSTING
2 .+
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50' INGREES / EGRESS EASEMENT
PROPOSED
,
25 & PROFILE GRADE 25'
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STORM SEWER
Z
Lo 2 13� 13' 2' 10'
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SANITARY SEWER
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2' 2' ROLL CURB ROLL CURB 34" / FT.
SLOPE Y4" PER FOOT MIN." PT•�''� -----
-_-- - ----r- - - ---
WATER MAIN
F7'. P.
._.._...,.�,Cn }
" PER FOOT VAIN.
SLOPE -- ----�.
r t
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FLOWLINE
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CONC. WALK
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SANITARY MANHOLE
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SUB- SURFACE DRAIN
1
Q
STORM MANHOLE
;
PER CITY OF CARMEL
SPECIFICATIONS
BOTH SIDES OF ROAD.
STORM INLET
TyplM *STREET SECTION
FIRE HYDRANT
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EXISTING SANITARY STRUCTURE
LOCATION WITHIN THE
WINDEMERE SUBDIVISION
HOLEYMOLEYS,ars
"DIG SAFELY"
"ITS THE LAW"
CALL 2 WORKING LAYS BEFORE YOU DIG
1 -800- 382 -5544
CAL TOLL FREE
PER IND14NA STATE L W IC8.7 2d
I T ISAGAINST THE LAW TO EXCAVATE
WITHOUT NO77FYING THE UNDERGROUND
LOCATION SERVICE 7WO (2) WORIGNO DAYS
BEFORE COMMENCING WORM
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EXISTING SANITARY STRUCTURE
LOCATION WITHIN THE
WINDEMERE SUBDIVISION
HOLEYMOLEYS,ars
"DIG SAFELY"
"ITS THE LAW"
CALL 2 WORKING LAYS BEFORE YOU DIG
1 -800- 382 -5544
CAL TOLL FREE
PER IND14NA STATE L W IC8.7 2d
I T ISAGAINST THE LAW TO EXCAVATE
WITHOUT NO77FYING THE UNDERGROUND
LOCATION SERVICE 7WO (2) WORIGNO DAYS
BEFORE COMMENCING WORM
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DISTURBANCE OF EARTH WILL ONLY BE IN THE FRONT, REAR
YARD SWALES, LANCES AND WHERE UTILITIES ARE TO BE
CONSTRUCTED. PADS FOR THE LOTS WILL NOT BE CONSTRUCTED.
COMSTRUCTION SEQUEMCEAMD MMMTENAMCE SCHEDULE
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CONSTRUCTION PHASE
SEDIMENT AND EROSION
MAINTENANCE SCHEDULE
LEGEMD
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SILT FENCE
Pre-construction
Dellneote Important vegetation,
MalntaJn/ Re- Install markings
l
natural or unique areas, and
destroyed or removed,
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septic absorption fields to
CURB INLET PROTECTION
C
preserve. undisturbed.
..
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Establishing Access
Install temporary gravel
Clean entrance /street as
EC13 EROSION CONTROL BLANKET
41
construction entrance. Install
necessary. Inspect weekly
sediment traps and barriers as
and following each runoff
TS TEMPORARY SEEDING WITH MULCH
t
shown In the detol /s,
event to review operating
condltJon and needed
1
maJntenonce. Maintain as
PS PERMANENT SEEDING WITH MULCH
necessary.
FENCE AT INLET PROTECTION
F�]
Runoff Control and
Conveyance
Install measures as shown on
the plans Stabilize stream-
Inspect following each runoff
event to review operating
i�
banks,os necessary,
condition and needed
maintenance. Maintain as
RR RIP -RAP
I>ecessary.
Land Clearing and
Clear only areas necessary for
Mspect mulching, seeding and
Grading
constructionn, Apply temporary
otter measures on o regular
or permanent stablllzotlon
basis. Repair or replace as
measures when work Is completed
necessary. Apply nutrients to
SOIL 020SIOW AMD SEDIMENT CONTROL SPECIFICATIONS
or substantially delayed.
areas where need is evident,
as vVetation becomes
Rlprop shall have o D50, by weight, of 7 Inches. It shall be angular or sub-angular In
established.
shape and place to o minimum thickness of 15 Inches, un less otherwise specified.
Building Construction
Install necessary sediment
Inspect weekly and after each
Prated trees during construction. Do not fill over roots. Contact developer /engineer
barriers and temporary
runoff event. Repair and
before cutting any trees over 6 Inches In diameter.
constructJon entrance.
replace as necessary.
Stabilize all disturbed areas
Erosion control blanket shall be North American Green SI50 or equivalent.
Including soil stockpiles
Seed and mulch wlt
Mn 3 -days of
Refer to the Indiana Handbook for Erasion Control In Developing Areas and the Urban
completion of grading.
Development Planning Guide for additional lnformatlon construction specifications and
,
maintenance recommendations The Hendricks County Soil and Water -Conservatlon District
and Natural Resources Conservation Service, In Noblesville, can be contacted at 1317J773 -2181.
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StabIllzation
14e- � •�• 4, q Jun. Jul, Auk, SeA (�, Nov. Dom. A T
I Parmnant
1SIng
IDormant
ISeeding
Temporary I
I seeding
I
IF=
- I
I I
I _
I Mulching
-I
L— — _.... — — — ...._.. -1 L I :I I
A • Kw#w4 Bluegrass 40 lbs /ocre; or 40 lbs. tall Fescue; plus 2 tons straw
mulch/ocre or add Annual Ryograss 20 !bslore:
B • K&ILA Y Bluegrass 60 lbslocre; or 40 lbs. toll Fes Alus 2 tons straw
mulclVaore or add Annual &agrass 30 lbs /acre.
C • Spring Oats l00 lWacre
D - whoot or Rye 150 /bps ✓acre.
E - Annual Ryegrass 40 Ibislacre• U Ib.11000 sq.ftJ
F. Sod
0 - Straw Mulch 2 tanslocr&
_ /l /= lrrlgatlon needed during JurA July, ondlor Se{ & bar.
lrrlgatlon needed for 2 to 3 weeks after applying sod.
Lime and fertilize to site spaclfic soils tests or apply fertilizer
at a rate of 1000 lbs. per acre or 1212 - -12 or equlya/ed.
All swales shall be seeded with 2 lbs. Mel#i puWross and
2 lbs, Perennial Darby rya, or aqul varlent per 1000 square feet,
mulch with one We of straw per low square fe#. Fertlllze
with 5 lbs of 20-5-5 per 1000 square feat.
SEEDIMG CHART
NO SCALE
MAINTENANCE •
=Inspect periodically, especially after storm events, until the stand !s successfully established.
(Characteristics • o a successful stand include: vigorous dark green or bluish -green seedlings; uni-
form density with nurse plants, legumes, and grasses well inter - mixed green leaves; and g
per-
ennials remaining green throu hout the summer, at least at g the =Plan to ad fertilizer g ' gg •the plant, base.) •
d the following growing season according to soil test recommendations.
=Repair damaged, bare, or sparse areas by filling any gullies, re- fertilizing, over - or re-seeding, and
mulchin . g
=If plan cover is sparse or patchy, review the plant materials chosen, so;t #�s�t4titity, moisture con&-
tion and mulchin ► the over-
seeding n repair the affected area either by over seeding or by re- seeding and
mulching after re- preparing the seedbed.
=lf vegetation fails to grow, consider soil testing to determine acidity or nutrient deficienc y prob-
lems. (Contact y9ur S CD or Cooperative Extension office for assistance.)
=if additional fertilization is needed
to get a satisfactory stand, do so according th soil test recom-
mendations.
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