HomeMy WebLinkAbout05060043-50 Site Plans Rcd. 9/9/2005PROJECT
LOCATION
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6th St
v
40
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a
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ry
GAS
VECTREN
P.O.Box 1700
Noblesville, Indiana 46060
317- 776-5573
Jim Scott
ELECTRIC
CINERGY / PSI
1441 South Guilford Road
Carmel, Indiana 46032
317 - 776 -5347
Rids McClain
VICINITY MAP
No SCALE
OPERATING AUTHORITIES
SANITARY
CLAY TOWNSHIP REGIONAL
WASTE DISTRICT
10701 North College Avenue, Suite A
Indianapolis, Indiana 46240
Jay W. Alley
SCHOOL DISTRICT
5201 East 131 st Street
Carmel, Indiana 46033
Ron Farrand
HOLEYMOLEY54YS
"DIG SAFELY"
"ITS THE LAW
CA/1211 7A NG MYS BEFOW YOV DIG
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EERA4IOWM SIATEL4WICS-AX
MISAGUNSr771ELAW ME- kU4V47F
RMIOUrAWI PING Ti,E04397GRCOW
LOICMAN SMME 7111712) WC.IWW d4YS
BEFORE CCAMANCmG 117C W
CABLE TELEVISION WATER
STREET LENGTH
BRIGW HOUSE N ORKS VEOLIA WATER INDVINAPOLIS
516 East Carmel Drive
651'
1220 Waterway Boul
Carmel, Indiana 46032
rd
317- 972 -9700 P.O. Box 1220
663'
Indianapolis, Indiana 4
206
317- 263 -6309
Mark Shoddey
STREETS TELEPHONE
HAMILTON SBC
14IGHWAY DEPARTMENT I 5858 North College Av
nue
1770 South 10th Street Indianapolis, Indiana 4
Noblesville, Indiana 46060
220
3
317- 773 -7770 17 - 972 -9700
Mike McBride Jeremy Pendelton
STORM FIRE DEPARTMENT
Zvi Y .1 W
DRAINAGE BOARD FIRE DEPARTMENT
One Hamilton County Square, Suite 188 Fire Headquarters, Stal
on 41
Noblesville, Indiana 46060 2 Civic Square
(317) 776 -8495 Carmel, Indiana 46032
317- 571 -2600
..I. \PW Temp \dmsi2591 \04151prei.dgn 9/8/2005 3:25:50 PM
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LEGEND
STO STOP SIGN
® STREET NAME SIGN
sir
25 SPEED LIMIT SIGN
LAI[JREL RIDGE
RESIDENTIAL SUBDIVISION CONTAINING 47.1 AC +/-
NW 1/4, SEC. 10- T17td -R3E
CLAY TOWNSHIP, H4MILTOfV COUNTY, INDIANA
PROJECT ADDRESS: 10479 DITCH ROAD, CARMEL, INDIANA 46032
DOCKET NO, 05060043 PP
05060044 SW: 6.03.04
05060045 SW: 8.09902
05060046 SW:
05060047 SW: 6.03922
05060 48 SW: 8.09902
05060049 SW: 8.09902
05060050 SW: 6.02001
106th Street
C
C
4W
.®
STREET NAME CHART
STREET NAME
STREET LENGTH
LAUREL RIDGE DRIVE
651'
LAUREL RIDGE COURT
793'
c011Ev COURT
663'
a
125 MPH DESIGN SPEED
AEVISloffis
DATE I DESCRIPTION
08 -05-05 REVISED PER TAC MEETING ON 07 -20-05
09 -06x05 REVISED STORM AND SANITARY
09- 09--05 REMISED PER SUB COMMITTEE MEETING 09 -0605
1
SITE MAP
SCALE: 1" =200'
H
SHEET NO
1 TITLE SHEET
2 PRIMARY PLAT
3 MISCELLANEOUS DETAILS
SHEET INDEX
DESCRIPTION
PROJECT
LOCATION
< F
COHEN
P E A L. T Y C 0 t P
LOCATION MAP
NO SCALE
DEVELOPER & PROPERTY OWNER
JB COHEN
210 EAST 91st STREET, SUITE A
INDIANAPOLIS, INDIANA 46240
PHONE: 317- 844 -4467
FAX: 317- 844 -4527
CONTACT: JEFFERY B. COHEN
DATE OF SUBMISSION: 06 -17 -05
REVISED:
SOURCE OF TITLE:
EXISTING ZONING: S 1
CERTIFIED BY:
i
PLANS PREPARED BY:
698 TOWER ROAD, SUITE #100
PLAIMFIELD, //V 46168
BUS. (317) 839 2581, FAX (317),63,3-9171
E -MA IL banningQ,ba nning, -erg, com
CONTACT: LANCE G. FERRELL
DATE:
A
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A
��OMTZ,j II II7R V re IRe. 1, & MY CORNER, MY W
If OF6!, AZAN GDWNG SUBDM& /.,PATH TO TA f ITO lot N PAI H 6 SEC f0Lr1N-R3E ZOAFED84 IA1 OAL --F 17 100, 200
kSPHALT- WIDEj VMCHR Isee FOUND
UONUAfENr
-A7ft 0
WM I --- PATO h 'IR N4f7, IPROPOSED
IIA fA DO'S GR4 va HMRISON
61YOUL 10'ASPHA�T 70f U7 f8 47 I I II-3 IM `81NDE- q IA ASWIRL '3E 14, S TONE BA, ULI ROUNDABOUT
IY e I1 nit [TING AF EA (PROJECT PUT ON HOLD PER FUNDING)
TRUCTURE L PER FIRST GROUP ENGINEERING
SCHOOL BUS", 6TO ad oil Rd IiK-- T_ lip
N 1.6AC 2'-.qON,ACCtW EAS�:KE A P &n,
r
15� 23 A 29M IF IOMM-0 N IC III001/ 2.1A. �04 V76 8&8 Ih, ju f ILI YY ILAK E I(f., fiti/I bsomyk OV$ F I7" 1 i 71 6 1 gLah D GD r 1, Ar M IFIL
MAY BE REQUIRED TO
2.1AC *C .1 IF L wd L THIS AREA FOR
6XSVCCEF4WS, �V� DRIVEWAY.
II0 L .7C#M, 6if - - - - - - 3 F, Z� 6' 0'E LOr3O f
I12 RCP I L Ifoo IIi33,4N IIIIIt 7Z: J FLOOD FRINGE PER FIRM MAPS IIVIP fit p. Tn ') f 1 i � % 18057CO208F & 18057GO21r 15 I00, 2.2AC DATED FEB. 19,2003 1APPROXIMATF-_ Cn IJ000 N CO 0 D P L A I N 6 wopoo I �. to
WWI*, L _� I0 ce) 1.4AG,*f- 50' 6
LHOUSE 2 .3 -,F 01) FLEVAr 1;40CATION V BASE, L IONS co 1.4AC 1 *;,% fAtl L 1.5AC +I- FLOOD WAY R EXMIN.T. I - , ,P?OGRAPHY I01A 20, t6
PER FIRM MAPS '1.2AC A, f zo, tj 18057CO208F & 18057CO,' F5 __�20 DATED FEB. 19,2003 r��4 .6
IN
it IP L TJ jq_ r! 7 .40: V, 36B.L. PW 11 8i 4 i ' 1 _79 7 P r 25' D 6-8.12 96' 69.30 200.bO i IL 4f, Q e Hi '-1b FLOOD FRINGE z I5' 0. & L PER FIRM MAPS 3 2.4, 9,!;' 35 0 M 18057CO208F & 18057CO216 DATED FEB. 19,2003 Ile 01 96.04' U II nC�Nj 25' D. &
oo, f A L4 35' B.L. 7 2AAC II-I VASPHALT PATH
IIIILu C) .. ...... .. LOr3f
4 r
co Lorz -12 I04 Q! C0 2.8AC+/7 Co !�,Z' y b) 2.M +PN, CD I1.5AC IC14 <1 9 8 < 10 jAAG*i_ I1.8AC +I- 4� 1P IV60IG IILha EawMTf
IIAt,�.� IIT L! I- I0 IN 00-' 'D�E 151.47'
46'b,,E.\,, 41j'89�- 40! . I - -\ � � , -
P 353 D.E qA 7.40 I)o 44
40' D,E- L If Ib,2 4 _P 70 ILOT33 &ff7
z- IIWrX 3.)
LOr;Y i WrX IL0727 LOr3f j7, Wr3g I'if LAUREL MOOD INS 7R 4W f f5ff
RC f, & 28
E301WAIrr Cynrrin e1rA ZONED L9- f
I 6111111cow If ft.
JI3 COHEN REALTY CORR AND ANY AND ALL SUCCESSORS AND
ASSIGNS HEREBY WAIVE ALL RIGHTS TO PETITION THE HAMILTON
COUNTY HIGHWAY DEPARTMENT, THE HAMILTON COUNTY BOARD OF
COMMISSIONERS, OR HAMILTON COUNTY, OR THE SUCCESSOR UNIT OF
GOVERNMENT TO BE RESPONSIBLE FOR THE MAINTENANCE OF THE
INGRESS/EGRESS EASEMENT, OR TO HAVE THE EASEMENT CONSIDERED
A PUBLIC ROAD NECESSITATING MAINTENANCE BY ANY UNIT OF GOVERNMENT.
WHERE INGRESS/EGRESS EASEMENTS ARE SHOWN ON THIS PLAT, THOSE
LOT OWNERS ABUTTING SUCH EASEMENTS SHALL OWN EQUAL AND
UNDIVIDED INTEREST IN SUCH EASEMENTS AS TENANTS IN COMMON, AND
IT SHALL BE THE OBLIGATION OF EACH OWNER IN COMMON WITH THE
OTHER LOT OWNERS ABUTTING SUCH A STREET TO CONTRIBUTE AN
EQUAL SHARE OF THE COST OF THE MAINTENANCE OF SUCH STREETS.
WHERE A MAJORITY OF LOT OWNERS SERVED BY A PRIVATE STREET
ELECT TO REPAIR THE PRIVATE STREET LOCATED IN THE EASEMENT
AND ONE OR MORE LOT OWNERS FAIL TO PAY THEIR ALLOCABLE SHARE
OF SUCH REPAIR, THEN THE OWNERS PAYING SUCH COST MAY FILE A
LIEN FOR THE REASONABLE VALUE OF THE LABOR PERFORMED AND
MATERIALS FURNISHED AS PRESCRIBED BY THE LIEN LAWS OF THE STATE
OF INDIANA AGAINST ANY SUCH LOTAND THE OWNER THEREOF AND
RECOVER THE FULL ASSESSMENT OWED TOGETHER WITH INTEREST
FROM DUE DATE AND REASONABLE ATTORNEYS FEES. THE PRIVATE
EASEMENT MAY CONTAIN UTILITIES TO SERVE SAID LOTS. ALL PRIVATE
STREET EASEMENTS SHALL BE A UTILITY EASEMENT.
SITE CONSTRUCTION SEQUENCE
A. INSTALL CONSTRUCTION ENTRANCE ALONG THE PROPOSED ENTRANCE.
B. START MASS EARTHWORK, LAKE CONSTRUCTION FOLLOWED BY
EROSION CONTROL.
C. INSTALLAND CONNECTALL 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 80 PVC.
3. PRIVATE STREET TO BE 30'IN WIDTH AND HAVE A 50'INGRESS
EGRESS EASEMENT.
4. ALL LOTS TO I O'SIDEYARD SETBACK AND 20'REAR YARD SETBACK.
5. S.O.S. TYPE ACCESS DEVICES SHALL BE INSTALLED AT THE GATE
W1 A BATTERY BACKUR
6. BLUE REFLECTORS TO BE PLACE IN THE STREET PERPENDICULAR
TO FIRE HYDRANTS, TO ALLOW FIRE DEPARTMENT TO MORE EASILY
LOCATE HYDRANTS DURING AN EMERGENCY.
...\PW-Iemp\dmsl2591\04151pre2.dgn 9181N05 3:20:59 PM
FLOODPLAIN NOTE
TH S PROJECT LIES IN ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 500
YE %R FLOOD PLAIN) AND ZONE AE (BASE FLOOD ELEVATIONS DETERMINED)
PE I FIRM MAP 18057C 0208 F, DATED FEBURARY 19,2003 AND FIRM MAP
18 i57C 0216 F, DATED FEBURARY 19,2003
BENCHMARK
i STANDARD DISK, STAMPED Q 79 1946, ELEVATION 848.03 (NAVD 88)
�BOUT 3.5 MILE SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND
OUISVILLE RAILWAY FROM THE STATION AT CARMEL, THENCE 2.95
1ILES WEST ALONG THE HAMILTON-MARION COUNTY ROAD, IN THE CENTER
)F THE TOP OF THE NORTH HEADWALL OF A 3-FOOT CONCRETE BOX
,ULVERT, 1 1 FEET NORTH OF THE CENTER LINE OF THE ROAD AND ABOUT
.5 FOOT ABOVE ROAD LEVEL.
CURVE DATA
URVE NO.
RADIUS
TANGENT
LENGTH
CHORD
DELTA
C1
200.00'
74.50'
142.64'
139.63'
40"51'46
C2
300.00'
91.60'
177.80'
175.211
335727"
C3
500-00'
86.00'
170.32'
169.50'
19"31'040
C4
200.00'
35.68'
70.62'
70.26'
20013'55w
C5
200.001
31.08' 1
61.67'
61.43'
17"40'0
C6
125.00'--.
125.00' 1
196.351
176.78'
9000oloni
A. SURFACE
H.A. BINDER
STONE BASE
`- 6" (MIN.) COMPACTED OR
UNDISTURBED SOIL
1061h STREE & DITCH ROAD
PA T SECTION
SCALL
-A. SURFACE 10,
H.A. BINDER 5'
f ?A�FT.
STONE BASE NC. WALK
6" (MIN.) COMPACTED OR
UNDISTURBED SOIL
LOCAL STREET PAVEMENT SECTICiry
NO SCALE
LAWD DESCRIPTION
That portion of the Northwest Quarter of Section 10, Township 17 North, Range 3 East of the
Second Principal Meridian, Clay Township, Hamilton Countyt Indiana, described as follows:
BEGINNING at a Harrison Monument found at the northwest corner of said Northwest Quarter;
thence South 00 degrees 16 minutes 20 seconds West along the west line thereof 2068.40 feet
to a mag nail with "BANNING ENG FIRM #0060" cap (herein referred to a "mag nail") set at the
southwest corner of the land of Fairmeadow Farms, Inc. as described in Instrument Number
9301106 in Office of the Recorder of said county; thence North 89 degrees 57 minutes 46
seconds East along the south line of said land and the north line of Lot 26 per the plat of
Laurelwood, a subdivision in Hamilton County, Indiana as described in Instrument Number
8911586 in Plat Cabinet 1, Slide 28 in said county records 992.66 feet to a Y2inch rebar with
"MSE" cap found at the southwest comer of Lot 27 In said subdivision; thence North 00 degrees
16 minutes 41 seconds East along the west line of said subdivision 2066.86 feet to a mag nail
set on the north line of said Northwest Quarter; thence North 89 degrees 56 minutes 54 seconds
West along said north line 992.87 feet to the! POINT OF BEGINNING, containing 47.122 acres,
more or less.
50'RIW
25' PROFILE GRADE 251
13' 13' z
V 2'ROLL CURB Z ROLL CURB Fr SLOPE X4" PER FOOT MIN. SLOPE W PER FOOT MIN.
__ I*- - 00-- SUB-SURFACE DRAIN
PER CITY OF CARMEL
lf SPECIFICATIONS BOTH SIDES OF ROAD.
TMICAL STREET SECTION
NO SCALE
041 -
IV / FT (TYR)
LEGEND
EXISTING
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STORM SEWER
S-S_
SANITARYSEWER
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PROPOSED
STORM SEWER
10, SANITARY SEWER
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DISTURBANCE OF EARTH WILL ONLY BE IN ITHE FRONT, REAR
YARD SWALES, LAKES AND WHERE LJTILITI�S ARE TO BE
CONSTRUCTED. PADS FOR THE LOTS WILL] NOT BE CONSTRUCTED.
LEGEND
SILT FENCE
/--� CURB INLET PR�TECTION
JEC-B EROSION CONTIOL
BLANKET
TEMPORARY S
EDING
MULCH
U-
RIP-RAP
Stabilization
SILT FENCE AT 114LET
PROTECTION
PERMANENT SErDING
Jul Jul. AL . W. Nov. Deal
'T
SOIL EROSION AND SEDIMENT CONTROL SPECIFICATIONS
R/prop shall have a D50, by welg1t, of 7 Inches. It shrall angular or sub-angular In
shape and place to a mInImum tlYckness of 15 Inches, u rdess otherwifse speciffled.
Protect trees durIng constructlon. Do not f111 over roots. Contact developerlenglineer
before cuffing afy trees over 6 Inches In d1ameter.
Eroslon control blanket shall be North Amerfol Green Sl 50 or equIvalent.
Refer to the Indlona Handbook for Eroslion Control In IF Areas and the Urban
Development PlannIng Gulde f or addittlonal IffformWatlon, speciffloattions and
maIntenance recommendatlons. The Hendirlicks County and Water Conserval DIstrIct
and Natural Resources Conserval Servloedn e, can be contacted at (30773-081.
\PW—Temp\dms12591\04J5Jpre3.dgn 9/8/2005 3:24:28 PM
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IL -A
0 100, 200'
HOLEYMPLEYSAYS
'"DIG SAFELr
"I'M THE LAW"
C4LL 2 WCMNG q4 YS M70RE YOU DIG
1-80"82-5544
C4LL 7W FREF
FER flilill 8 TA Mr LA W IM f4d
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BErVIZE C001MVi HVRK
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CONSTRUCTION
SEQ NCE AND MAINTENANCE
SCHEDULE
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CONSTRUCTION PHASE
SEDIMENT AND EROSION
MAINTENANCE SCHELXILE
c—
Z
0
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TwWary E 1/1//
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W
Seeding
Pre-constructlon
Dellineate Important vegetattlon,
Malintathl Re-Install inarkIngs
:2
0
natural or unIque areas, and
destroyed or reffwed.
6dd1tV F- /T
septlic absorptlon fields to
<
W"
preserve, und/sturbed.
EstablIslYing Access
Install temporary gravel
Clean entrancelstreet as
MUICNIV
constructillon entrance. Install
necessary. Inspect weekly
L 1
sedIlment traps and barrIers as
and followIng each runoff
—L -1
shown In the detalls.
event to revIew operatIng
A - Km*rcky Bluegrass 40 lbs/ocre; or 40 ft. tall F=* plus 2 tons straw
cillon and needed
w1ch/we or add Annual Rylograss X lbsloxa
0
W
U)
malaenance. MaIntaln as
B - Kentuaky Bluegrass 60 ffislocre; or 40 libs. tall Fem^ plus 2 tons straw
necessary.
muloWdore or add All PMross 30 lbsIal
C - spring oats /00 W-100re
Runoff Control and
Install measures as shown on
Inspect followling each runoff
Conveyance
the plans. StabIlIze strearn-
event to revIew operafing
D - Wheat or I?yv 150 lWaa,&
banks, as necessary.
condItIon and needed
E - Annual Rmrass 40 lbs1i U /b./1000 sq. ftJ
maIntenance. MaIntalln as
F -Sod
necessary.
G - Straw Mulch 2 tonslocr&
I
I
I
///x IrrIgal needed during June. juy.andlor SepWrber.
Lai7d Clearling and
Clear only areas necessary for
Inspect mulchfng, seedIng and
— IrrIgai needed for 2 to 3 weeks after applying sod
GrOdIng
constructillon. Apply temporafy
other measures on a regular
Ulm and fertIlIze to sft spel solls tests or appoy fertIlIzer
or permanent stabIlIzatIon
basts. RepaIr or replace as
at a rate of AM W. per acre or 1242-12 or lewtvalW.
measures when work Is completed
necessary. Apply nutrilents to
All swal shall be seeded with 2 ft Adew Nuvross and
2 /ft Perennial Derby rym or lowlyalent per 1000 swore rea.
or substantlally delayed.
areas where need Is evIdent,
w1ch w1th om tale of straw per 1000 sware fee. FerttlIze
a$ vegetattion becomes
wffh 5 1b&oF 20-5-5 per 1000 swore fee.
SEEDING CHART
NO SCALE
BuIldIng Constructlon
Install necessary sed1ment
Inspect weekly and after each
MAINTENANCE
xInspect periodicall , especially after storm events, until the stand is successfully established.
barril and temporafy
rynoff event. Repalir and
(Characteristics oya successful stand include: vigorous dark green or bluish-green seedlings; uni-
constructlion entrance.
roplace as necessary.
form density with nurse plants, legumes, and grasses well inter-mixed; green leaves; and the per-
StabIlIze al/d/sturbed areas
ennials remaining _green throughout the summer, at least at the plant base.)
Includling soll stockpIles.
xPlan to add fertirizer the following growing season according to soiltest recommendations.
xRepair damaged, bare, or sparse areas �y filling any gullies, re-fertirizing, over- or re-seeding, and
Seed and mulch wItlYn 3 days of
mulchl*lnf*co
complettlon Of grOdIng.
;!f plan ver is Ilai rse or patchy,review the plant materials chosen, soil fertility, moisture condi-
ion, and mulching; hen repair the ffected area either by over-seeding or by re-seeding
and
mulching after re-preparing the seedbed�.
x1f vegetation fails to grow, consider soiltesting to determine acidity or nutrient deficiency prob-
lems. (Contact SWCD
our or Cooperative Extension office for assistance.)
xIf
additional f ert-lization is needed to get a satisfactory stand, do so according th soil test recom-
mendations.
po
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Project No: 04151
Sheet No:
3 of 3