HomeMy WebLinkAboutPacket 12-20-05
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1 inch = 100 fL
NOlE:
lHIS SURVEY Rm.EC1S ABOVE GROOND INDlCAnONS CE IflI..mES MID ttlFmMA~
AV,6Jl.ABLE FROM UlIITY oo.fPANIES. 1HE SURVE'roR MAKES NO GlJAAAATEE THAT THE
UNDERGROOND UntJ1IES SHOWN COMPRISE AU. SIJQf unUllES IN 1HE AREA, EmlER
IN SERVICE OR ABANOOtfED. 1HE SUR\'EYOR FURTHER DOES NOT WARRANT 1lIAT 1HE
UNDERGROUND UlUnES SHOWN ARE IN THE EXACT LOCAnON INDICATED, ALlHOUGl
HE ~ CERllFY THAT THEY ARE LOCAlED AS ACCURA1El.Y AS POSSIIIlf FROM THE
INrORMAnoN AVWBLE. THE SURVEYOR HAS NOT PHYSlCAlLY LOCAlED 1HE UNDERCROOND
U11I.J11ES.
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LEGEND
- 000- R.OlIl1lE o.w.P. POllBI PQ.E
- BEe - IIUllIED ElECllIC lH: x7 lJQlT PQ.E
- E - OYERlDD B.EC1RlC lIIB E. P B..ECt 'IRNfSfllIaO
- BTe - lltAED 'IB.EPHOHE lIlE E.FP a.m. Pm:STAl
- T - 'IElfI'IDlE lIlE E.~ B..ECt IE1ER
- selV - lltAED CIa[ T.V. lIlE _ __ GUY _
- - ClV - CIa[ T.V. lH: -0- 'I9..EI'IO€ PQ.E
= ~ = ::ltH~ T.~ ==
- ---@r- - SAIITAIlT SE1I9l IN': IIA11fOl[ I-()-l CIa[ T.V. PQ.E
c.cP SAIITAIlT t1.EAIDIT TY.P~ tIAE T.V. 1'EIlESTIt.
~ -<J $IalII SEllER lIE; IINIH(l.E 4: ~ . 1RAmC S1CIW. PQ.E
II ClRlIIfT @ 1RAmC IIAIIHClE
. BmIVE lJl IlOUIIl lIfT T.c..J? 1R.tmC cat1Rll. IIC/X
. SQUAA[ FlAT lIfT a G.\S mw:
-x- FENa: lH: @ G.\S IE1ER
* !!iET fl( NM. - UII.ESS 01lO1llSE NOlO) @ WAltH IE1ER
. !!iET WPm IlElIAR STAIIPOI 5al\ filii, 0008 ~'WAltH ylt.w:
1lCSR. twlLl1Jl COltf1T ~ REtOIIl ~~ FIlE Ifl1llWIT
M.B~ IW.IlOX
~
LOCAllON or AU. EXIST1NC UNOERl;ROUHO
UllUnES SHOYlH ON 1l1IS PlAN ARE BASEl)
:'"no~~~~Ie~~, ~
~or1aI~~nnl~~~~)~
BE OTHER EXlSmNG UNIlERCROUND UTUITIES
FOR WHICH lliERE IS NO fl8/J'(f. GROlJND
lVIlENCE OR FOR WHICH NO N3fNE GROUND
f.\'I)[NC( WM OBSERVED. llIE EXACT lOCATlONS
or SAID E:XISTtlG UNDERGROUNO Um.JT1ES
SHOlUl BE VERlAED BY llIE COHTRACl'OR
PRIOR TO Nf( AND AU. CONSTRUCTION.
"HOLEY MOLEY"
SAYS:
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HOlE: F NfY U1IJ1ES tJNDER GRCJUII)
CCIRJC1S OCCUR DURIIG CONS1RUC1ION
IT SHALL BE 1HE RE!PONSIBI.1Y CF 1HE
CON1RAC1OR 10 WORK 111M H IIJMDUAL
U1IJ1Y Cf:IW'MY 10 RELOCAlE 1HE U1IJ1Y
'lHAT IS II CXJNFUC'f.
_ca -.T
8M &: TBM HISTORY:
THE REFERENCE 8M (HCSO 112) WAS BROUGHT TO THE SITE (JOB NO. 52605) BY A
LEVEL LOOK PERFORMED BY JRL ON 6-15-05 IN F.B. 416 PAGES 18-22. JRL SET TB
_.. -.T
DJI. .... ... ...
~_A1C1l1-o
G-55 HAM A BRONZE PLATE ON A CONCRETE POST PROJECTING 1.3 FEET OUT OF THE
GROUND ALONG US-31, 2.6 MILES NORTH OF 1=465, 0.7 MILE SOUTH OF 131st STREET,
83 FEET WEST OF CENTERLINE SBL OF US-31 AND 19 FEET EAST OF R/W FENCE AT
STATION 409+00. 2.6 MILES NORTH OF 1-465. RECOVERED IN 1983 BY HAMILTON
COUNTY SURVEYOR'S OFFICE. RECOVERED BY STOEPPELWERTH &: ASSOCIATES IN 2005.
ELEVATION: 867.46' (NAVD 88
TBM No.
A RAILROAD SPIKE, UP 1 FEET :t. FROM GROUND ON SOUTH SIDE OF POWER POLE No.
55-205. SAID POLE IS LOCATED IN THE NORTHWEST QUADRANT OF THE INTERSECTION OF
W. MAIN STREET AND CATHERINE DRIVE. SAID POLE IS 10':1: NORTH OF W. MAIN STREET
AND 40':1: NORTHWEST OF THE PHYSICAL CENTERLINE/CENTERLINE OF W. MAIN STREET
88)
TBM No.
NORTH MOST CORNER OF STONE SIGN READING "THE GLASS CHIMNEY'. SIGN IS AT ENTRY
TO THE GLASS CHIMNEY RESTAURANT AND IS 60 FEET :t. SOUTH OF PYSICAL CENTERLINE
OF OLD MERIDIAN AND 500 :!:.. SOUTHEAST OF THE PHYSICAL CENTERLINE/CENTERLINE OF
131 st STREET AND OLD MERIDIAN.
865.18' (NAVD
ELEVATION:
I
88
ELEVATION: 861.33' (NAVD
8/25/2005
TLB
TYPED BY:
BENCH NOTES
C100
or SHEETS
.KlB NO'52605
1-800-382-5544
CML rolL FlIEr
1-800-428-5200
FOR C'.tUS OUfSlDr OF lNDfANA
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NOW OR rORMERL Y
CARMa APOSTOUC CHURCH, INC
INSTR. No. 1991-33759
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NOW OR FORMERLY
JOHN W. AARON
&: WANDA AARON
D.R. 173, PG. 348
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NOW OR FORMERLY
PAUL J. BOSlER, JR.
INSTR. No. 1996-11766
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NOW OR FORMERLY
ISAAC ZOHAR &:
DEBBY L ZOHAR
INSTR. No. 1997-32968
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PROPOSED WATER LINE
PROPOSED 5' SIDEWALK (BY HOME BUILDER)
PROPOSED 6- UNDERDRAINS
.
.
NOW OR FORMERLY
ROBERT SWIFT
D.R. 293, PG. 790
(PROPOSED TOWNHOMES AT OlD MERIDIAN)
LEGEND
EXISTING STORM SEWER
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED GAS LINE
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CAUTION
LOCATION or ALL EXISTING UNDERGROUND
UTlLmES SHOWN ON THIS PlAN ARE BASED
UPON A80VE GROUND E.VlDENeE. (including,
but not limited to, Il1<Inholes, inlets, valves. a:
marks made upon the ground by others.) AND
ARE SPECUlATIVE IN NATURE. THERE MAY ALSO
BE OTHER EXISmNG UNDERGROUND unumES
FOR WHleH THERE IS NO A80VE GROUND
EVIDENCE OR FOR WHICH NO ABOVE GROUND
E.VlDENeE WAS OBSERVED. THE EXACT LOCATIONS
OF SAID EXISTING UNDERGROUND UTlLmES
SHOULD BE VERIFIED BY THE COmRAcTOR
PRIOR TO AHr AND ALL CONSTRUCTION.
"HOLEY MOLEY"
SAYS:
1-800-382-5544
CALL TOLL FREE
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50' R/W
31'-0.
13'-6.
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ALL PAVING TO BE COMPLETED
IN ONE PAVING SEASON.
2- HMA #8 BINDER
3" HMA fI50 BASE
7" 153 COMPACTEr
PREPARED SUBGRA
PAVEMENT COMPOSlllONS
INTERIOR PUBUC STREElS
(T.Y.P.)
NOT - TO-SCALE
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OIA. WAll Q...T~ A B n llIA.+I - - 51(1 T A
12~2 530 4 4 1'" 7 .,.. " 10 1 18 D 17'1
i ~ II = : 7 u: 7~ :~: ~5: 2 " ~721 ~
tm 80 9 ".. J8 .... 4 18 1 J
J ~ 3D 1 .... 5" 11. 4 4 121
4 9'" 0 1 2.... 1 2 1 2 5 .,.. 17.3. . 1 121
3D ~ J 219 12 54 9:5 4 .3 80 31 18 5 Ie 1 ~I
33 3/43 3 3150.3 1 "" 1 4 7 .3 88 34 23 J 4 7 1/" 5 1 :
J8 4 3 1 2 4f1V' 15 3 7 3 7 3 24 1 18 5 1 : 1131! TN'EIt
42 4 5380 21 35 98 78 ..... 27 1 4 22 1: IIDl I'[R SIIE.
48 5 4 1 4 6""" 24 72 ~ 98 84 4a 28 1 8 22 3,
54 1 J'2 4 3 8040 27 8 35 100 90 5..0; 32 7 8 24 8 1 . HDRIZIINTAL FlARE
80 8 5 8750 3D 80 3a 99 DR 81 JO.3 4 24 8.3
68 1/2 5 1 10630 4 7 21 9 102 7 35 11 II 4 7 1 .
72 7 8 1 520 34 7 21 99 108 73 JO 5 8 24 .3 ,
: ~ 2 ~ ~~~: ~II 2~ :: :~ -:= ~ ~~ ,. ~: 8 1 : ~
NOlES: 1. MANUFACnJRE OF END SECl10N IS IN AeCORDANCE WIlli (
APPUCABLE PORl10NS OF A.S.T.M. SPEClACAl10N C78. "-
PRECAST CONCRETE END -I WALL
SECTION DETAIL ~ ~:=
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26
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SNIT"g,"IIILttl4lA
NOT - TO-SCALE
24'-0
12'-0 t 12'-0
':t ROl.1. CURB t' ROLL CURB
I
_SloPE: 2.~ li ~
18 AGGREGATE i~~.~ MIN.
~1 ( s. S.s.D.~
-~~
1WIIJ& ....y tM1J _.ail
r ....Tal COftIlIG llI'OlINI
r I r
TOP VIEV
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NOlE:
ALl PAVING IS TO BE COMPlETED
IN ONE PAVING SEASON.
I" H.A.c. SURFACE fll
5" H.A.c. IIASE IllO
1" COMPAC1tD S10llE ~
CCM'AC1EII SIl9CRADE
HOT- 'lll-SCALL
10
Rl5'Ir:
;;'~ta~:; ~r ;t::m"M;~~; .;~;!t':~~/SanltafY Malna. Water
=~at:,a:;. ~~~:CU:y,u~ m~~
from the top af the Installed pavwnent to the top of the Installed
pipe shall b. the pootement sectIcn thlclcness (aD bituminous and
<l99l"l19'1t. mat<<ial atKm the eubgrade) p1ue 1-0.. If the
standcnl practice af the utl1ty that has ).Irfsd1c:tlon 0'" the
Instanatlon has a more strfngent COYW requirement, the more
.trtngent requirement ehaIl g~
NOTE:
Wale,. offd !ie"~r Under ,o"ty ~'IA:et.
8 tddi"9. Hovnchrng. In/'ttol 8 ack""
Becldlnq, haunchlng, and initial backIII materials. placement and
compoctJon for water mains. water ..ntce laterals, OIOnltary mains
and ""nltory ..rrlce Iaterole IIhaII bo In accordance with tho
~:~ of the utility that has )IrbdlcUon 0_ the
Final Backfill
final backflII for wat.. main.. water eenIce lot...... llCIIlltory
mains and 1JOI'lltory ........ Iaterule under and within 5-""'t af
pa--.-.ent ehall be B-llorTow for Structur. BackfIU mooting the
mater1al requirements of the INDOT and lIhall be compacted In
B-hch mCDdmum nfte to not ... thCl'\ 95" Standard Proctor
Density for the entire depth of the moterlal placecl. Th. backfll
for the top B-lnches of the excawUon below tho start of the
aggregate subba:lll of th. pavement ehaIl be No. 53 Stone
meeting tho material roquhmente of the INOOT and maU be
compacted to not less then 9~ Standcrd Proctor Density. If the
standard pracUce of the utility that has )JrbdIcUon 0__ the
mtallaUon hOll a m,,", etrlngent ~ backflII requirement, the
m,,", etmgent requirement shaD g..-n.
J u..,II\C...11C' *-llMn a.nw-a......,.....'...v..Cd,s.......
-way shall
leenng.
shall
'nstroctian
'Pee lions
ty of the
proposed
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NOTE:
THAT AU. CONCRETE AND BllUMINOlJS MATERiAl PRODUCllON.
TRANSPORT AND DEUVERY. PAYING AND PLAtnlENT OPERAllONS
FOR IMPROVEMENTS lOCATED WITHIN EXISllNG OR F\J1\JRE CITY or
CARMEL RlCHT-Of'-WAY SHAU. CONFORM 10 1HE REQUIREMENTS Of'
1HE INDOT STANDARD AND SUl'I'U:MENTAl SPECIflCAnONs, LATEST
EDIllON.
~ -rOO' I- -.-H
"I~J I~I I l - . I ~ T
......,. ItmW .. ~
........ ........ .Df1I ___ ~ .ans
- ar=:*~=~A~~~
SHOULD BE TIED 1\J 111E PA'IEIoIDfT BY ltr ROINl DEFllRIolEII BNlS
AT NIOUT ~ F'OOT III'1DlVN.S. F NO cotlCflElE PA'f'DIEHT IS 8DIG
~~1~~~~~
CURB .aNT DETAI.
.-
24'
REVERSE GUTTER
CHAIRBACK CURB
NOT-TO-SCALE
~A.
d Ef-
RAMP
\ SIDEWALK, I
- . \ _~R.I VAR
4" SID' WIDTH OF RAMP
SECl10N A-A
~rtfyV.~ SECl1CH B-B
I / ~
SECl10N C-C
f
nPICM. SEWMJ( RAMP DETM. FOR IWIJICAPPED
NOlE: lIHERE STORM DRAINS cnlFllCT WIlH
RAMP, RAMPS SHAlL BE MOVED TO SlOE OF' DRAIN.
COMPACTED BACKFlLL ~ COMPACTED
~o~ #53 STONE
COMPACTED SUBGRADE
-1
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-I O.t-- 5'-0
..".
MANHOlES SIWJ. BE AIR 1ES1ED II ~
J. MANHOLE FRAME a: GRATE 'fI11H AS1lI C1244-IJ, STN<<lAR1l lEST 1lETH0D
ON KENT SEAl OR EQU~ ~ ~ (=....~~ BY 111E _11
AlL MANHOlES 10 BE CONSlRUClED W1"m ONE
4" RISER RING NO MORE, NO LESS TO ESTABUSH
~ANHOLE SEC1lON JOtNTS SHAlL CONFIRM
ro "-s. T.M. C-443 w/ O-RINGS GASKET
:IETWEEN SECllON, PLUS 1/2. EXlRUDABLE
~ (KENT SEAl. OR EQUAL)
MANHOlES 10 BE COATED
PER CARMa UTlUTlES REQUIREMENT
,~--
C 0
2.1 w 4' -0"
24 4 -0
27 4 -0
30w 4'-4"
36w 5'-0
42. 5'_4w
48 6 -Ow
54w 6'-6"
PRECAST REIRRCED cae. IIAMtOI.E
FOR smRM SEWER
NOT-lO--SCALE
PAVEMENT
~ft~~~~ =
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VIIIl1l IF DIll SD:TlIlN :K
TIP VIEV
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DID PIlIFlLE
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GRANUlAR lE'iEUNG MATERiAl (12 STONE)
REQUIRED w{PRECAST BASE 6. MlN.
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or SHEETS
JOB NO. 52605
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lWIIGLE RR SNlTMY ...
NOT-TO-SCAlE
--I 22 3/4" W4/4"
~:i:~~~
....-
1. ~s:r~ROCI(ItQ ~f
~No.__
DooI\ft ~ D .r.. f
R-1772:-l: R-Im-c'IH 24 1('J. J55 ~
STORM MANHOLE DETAIL R-1772-C
NOT- TO-SCALE
NOTE:
Storm ~'ewer3
/::Jl!dding. Haunching. Initial/::Jack/ill
Bedding, haunch lng, and Initial backfill for all RCP Installations
shall be B-Borrow for Structure Backfill meeting the material
requirements of the INDOT. Bedding shall be placed In the trench
bottom such that after the pipe Is Instaned to grade and line,
there remains a 4-lnch minimum depth of material below the pipe
barrel and a minimum of 3-lnches below the bell. For pipe sizes
66-lnches and larger, the minimum depth of material below the
pipe barrel shan be 6-lnches. B""'dino "holl b.. (Iloc"'" tn be
uniform n" (Insslble but sholl be looselv Dloced uncnmDoctP.d
mntArlnl undAr thA mlddl.. third nf thA ninA nnor in Dlo~AmAnt ~f
~ Haunchlng and Initial backfill shall be compacted In
8-lnch maximum lifts to not less than 90~ Standard Proctor
Density for the entire depth of the materlol placed. The backml
shall be brought up evenly on both skies of the pipe for the full
length of the pipe. Haunchlng shall extend to the sprlngllne of
the pipe. The limit of initial backfill shall be 6-lnches above the
springline. Minimum trench width shall be the outside diameter of
the pipe plus 18-inches.
final /::Jack/ill
tlnal backfill for all RCP installations under and within 5-feet of
pavement shall be B-Borrow for Structure Backfill meeting the
material requirement of the INoOT and shall be compacted In
6-inch maximum lifts to not less than 95~ Standard Proctor
Density for the entire depth of the material placed. The backfill
for the top 6-lnches of the excavation below the start of the
aggregate subbase of the pavement shall be No. 53 Stone
meeting the materlol requirements of the INoOT and shall be
compacted to not less then 95:r. Standard Proctor Density.
final Backfill for 011 RCP installations greater than 5-feet of
pavement shall be clean fill material free of rocks larger than
6-lnches In diameter, frozen lumps of soli, wood or other
extraneous material, compacted In 12-inch maximum lifts to not
less than 90:r. Standard Proctor Density for the entire depth of
the excavation.
S: \Legal\eormel Rep Installation Revlew02-01-05\Stonn
Sewers. doc
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HOlE TO CONlRACltIR:
THE CITY CE CARMEL AND 'tHE
HAMILroN COUNlY SlJRVEYtItS 0FF1CE
REQUIRES DOUBLE WALL H~ tt-Q
$SO PFE OR EQUAL TO BE USEDe
lIWl. II! lAD AT or StI'E
MAIN
HOT- 'lll-~
Ell) SEC110N
W/DEBRIS/ANIMAL GUARD
(NO SCALE)
iii. _ . IIlW. IlIIalnl.
-... II! NmlWD II ..
10 1r IW.NO<lD l'lS
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SANITARY SEWER
SERVICE CONNECl10N
IIOT-'lll-~
rM\H
'-"-!'-!!!II---
~:~~,.:
, " . DOOS '" lI.AHCE1S 111 lIE
, " ' 1IMHIIl OOIH _ _
sw.ou: CMAIlIla. ftl IE IMD 1111I .,.
SlllO DlO5IlIl IXlN1llCIl. IUH<ET IT --.
-.a_ lHEJI CII N'PIKMJ) EQUAL.
nPICAL SWM.E DETAL
MIN. 4" TOPSOil
BROWNING
DAY MULLINS
DIERDORF
ARCHITECTS
Browning Day Mullins Dierdorf Inc
Architecture
Landscape Architecture
Planning
626 North Illinois Street
Indianapolis, Indiana 46204
P: 317.635.5030
F: 317.634.5409
E-Mail: rroyer@bdmd.com
Centex Homes
Developer
8440 Allison Pointe Boulevard, Suite 200
Indianapolis, Indiana 46250
P: 317.915.2200
F: 317.915.2201
E-Mail: jisaacs@cenlexhomes.com
Stoeppelwerth & Associates, Inc.
Engineering Consultants
9940 Allisonville Road
Fishers, Indiana 46038
P: 317.577.3400
F: 317.849.5942
E-Mail: efleming@Stoeppelwerlh.com
ESL Spectrum
Lighting Consultants
1591 North Harding Street
Indianapolis, Indiana 46202
P: 317.951.2300
F: 317.951.2310
E-Mail: rbelden@esl-spectrum.com
~.
~.
FOR CITY REVIEW
NOT FOR CONSTRUCTION
:::ERTIFICA nON
Old Meridian Village
Carmel, Indiana
DEVELOPMENT PLAN
Project: 05L046
Drawn: WEK
Checked: DRR
Scale: AS NOTED
Issue Date: 12.2.05
Revision:
L
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PLANT SYMBOL LEGEND
Gleditsia triacanthos inermis 'Shademaster' - Shademaster Honeylocust
Tilia americana 'Redmond' - Redmond Linden
. .. .. .. . .. . .. . .. ... .. .. .. .. .. .. . .. .. Acer campestre - Hedge Maple
Carpinus caroliniana - American Hornbeam
Amelanchier x grandiflora 'Robin Hill' - Robin Hill Serviceberry
Malus 'Red Jewel' - Red Jewel Crabapple
... .. .. .. .. .. . Picea pungens - Colorado Spruce
Chamacyparis nootkatensis - Falsecypress
. . Picea glauca 'conica' - Dwarf Alberta Spruce
Juniperus virginiana 'Burkii' - Eastern Redcedar
t- --.-
lIex glabra compacta 'Shamrock' - Shamrock Compact Inkberry
Juniperus chinensis 'Sea Green' - Sea Green Juniper
Rudbeckia fulgida 'Goldsturm' - Black-Eyed Susan
Uriope muscari - liriope
Viburnum plicatum 'Newzam' - Newport Viburnum
Rhus aromatica 'Gro-LoW' - Gro-Low Sumac
....---...
UTILITY SYMBOL LEGEND
LARGE SHADE TREE..
(2X" min. caliper, typ.)
SMALL SHADE TREE...
(2X" min. caliper, typ.)
ORNAMENTAL TREE...
(1X" min. caliper, typ.)
LARGE EVERGREEN TREE.
(6' min. height, typ.)
SMALL EVERGREEN TREE.
(<<' min. height, typ.)
DECIDUOUS SHRUB.
(24" min. height, typ.)
EVERGREEN SHRUB.
(24" min. height, typ.)
PERENNIAL BED...
(Min. 1 Gal, typ.)
STORM SEWER
SANITARY SEWER
60
LAWN
I
80
40
20
TYPICAL
RESIDENTIAL
BUILDING
~
-l
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ill
o
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PLANT MATERIAL IN COMMON AREAS
AREA R1
.....
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PRELIMINARY PLANTING PLAN
RESIDENTIAL COMPONENT
DP.L 1
40
20
10
o
DRIVE
WAY
-
INTERNAL DRIVE
---- - 1Iw-----
TYPICAL RESIDENTIAL UNIT PLANT MATERIAL
I
~.
..
60
-
o 20 40 80
AREA R2: PLANT MATERIAL IN COMMON AREAS
BROWNING
DAY MULLINS
DIERDORF
ARCHITECTS
Browning Day Mullins Dierdorf Inc
Architecture
Landscape Architecture
Planning
626 North Illinois Street
Indianapolis, Indiana 46204
P: 317.635.5030
F: 317.634.5409
E-Mail: rroyer@bdmd.com
Centex Homes
Developer
8440 Allison Pointe Boulevard, Suite 200
Indianapolis, Indiana 46250
P: 317.915.2200
F: 317.915.2201
E-Mail: jisaacs@centexhomes.com
Stoeppelwerth & Associates, Inc.
Engineering Consultants
9940 Allisonville Road
Fishers, Indiana 46038
P: 317.577.3400
F: 317.849.5942
E-Mail: efleming@Stoeppelwerth.com
ESL Spectrum
Lighting Consultants
1591 North Harding Street
Indianapolis, Indiana 46202
P: 317.951.2300
F: 317.951.2310
E-Mail: rbelden@esl-speclrum.com
PLANT SYMBOL LEGEND
Gleditsia triacanthos inermis 'Shademaster' - Shademaster Honeylocust
Tilia americana 'Redmond' - Redmond Unden
LARGE SHADE TREE.
(2X" min. caliper, typ.)
SMALL SHADE TREE..
(2X" min. caliper, typ.)
. .. ... .... .. .. .. .. . .. .. .. .. . .. .. .. . Acer campestre - Hedge Maple
Carpinus caroliniana - American Hornbeam
Arnelanchier x grandiflora 'Robin Hill' - Robin Hill Serviceberry
Malus 'Red Jewel' - Red Jewel Crabapple
ORNAMENTAL TREE.
(1X" min. caliper, typ.)
......... Picea pungens - Colorado Spruce
Chamacyparis nootkatensis - Falsecypress
Picea glauca 'conica' - Dwarf Alberta Spruce
Juniperus virginiana 'Burkii' - Eastem Redcedar
LARGE EVERGREEN TREE.
(6' min. height, typ.)
SMALL EVERGREEN TREE.
(<<' min. height. typ.)
Viburnum plicatum 'Newzam' - Newport Vibumum
Rhus aromatica 'Gre-Low' - Gro-Low Sumac
lIex glabra compacta 'Shamrock' - Shamrock Compact Inkberry
Juniperus chinensis 'Sea Green' - Sea Green Juniper
Rudbeckia fulgida 'Goldsturm' - Black-Eyed Susan
Liriope muscari - Uriope
DECIDUOUS SHRUB.
(24" min. height, typ.)
EVERGREEN SHRUB.
(24" min. height, typ.)
PERENNIAL BED...
(Min. 1 Gal, typ.)
o
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d.
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..._----4-
UTILITY SYMBOL LEGEND
STORM SEWER
SANITARY SEWER
80 60
PLANTING PLAN
o 20 40
AREA C2
~.
,..
-
FOR CITY REVIEW
NOT FOR CONSTRUCTION
CERTIFICATION
~
Old Meridian Village
Carmel, Indiana
DEVELOPMENT PLAN
Project: 05L046
Drawn: WEK
Checked: ORR
Scale: AS NOTED
Issue Date: 12.2.05
Revision:
~ PRELIMINARY PLANTING PLAN
COMMERCIAL COMPONENT
160 ~. DP.L2
At
TH EE STO Y
co DOMINI M
'OV~R PARKI G
I
RETENTION AREA
80
40
20
o
~
SEE AREA R2. SHEET DP.L
MA TCHLlNE
e-
PLANTING PLAN
AREA C1
BROWNING
DAY MULLINS
DIE R D"oO R F
ARCHITECTS
Browning Day Mullins Dierdorf Inc
Architecture
Landscape Architecture
Planning
626 North Illinois Street
Indianapolis, Indiana 46204
P: 317.635.5030
F: 317.634.5409
E-Mail: rroyer@bdmd.com
Centex Homes
Developer
8440 Allison Pointe Boulevard, Suite 200
Indianapolis, Indiana 46250
P: 317.915.2200
=: 317.915.2201
E-Mail: jisaacs@centexhomes.com
Stoeppelwerth & Associates, Inc.
Engineering Consultants
9940 AJlisonvil1e Road
Fishers, Indiana 46038
P: 317.577.3400
F: 317.849.5942
E.Mail: efleming@Stoeppelwerth.com
ESL Spectrum
Lighting Consultants
1591 North Harding Street
Indianapolis, Indiana 46202
P: 317.951.2300
F: 317.951.2310
E-Mail: rbelden@esl-spectrum.com
~.
"II'
FOR CITY REVIEW
NOT FOR CONSTRUCTION
Old Meridian Village
Carmel, Indiana
DEVELOPMENT PLAN
Project: 05L046
Drawn: WEK I ESL Spe'ctrum
Checked: DRR
Scale: AS NOTED
Issue Date: 12.2.05
Revision:
PRELIMINARY LIGHTING PLAN
RESIDENTIAL COMPONENT
DP.L3
;.
~~
FIXTURES
WALL FIXTURES
HANGING FIXTURES
.l,n
r.1f
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Description
~175MH-X
::AlCUtATlONS ARE MAINTAINED HORIZONTAL ILLUMltWiCE AGURES IN FOOT -CANDlES
:l()INTS SHOWN ARE AT GRADE
MiWMin
0:00
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JU
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PLANTING PLAN: AREA R1
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LIGHTING SYMBOL LEGEND
TYPICAL STREET LIGHTING FIXTURE
(Max. height 15' in residential area)
UTILITY SYMBOL LEGEND
STORM SEWER
SANITARY SEWER
1'" JUt' ....
Fax 847-588-344
9
3 6
(3/16" SCALE)
847-588-340
o
'-1rrElL.,rnE!\(i 7401 Oak Park Ave N~es.ll60714
(9 Yll>i':til'Ca l.lGIr!JrlC' WNW. slernberglighling.com
TYPICAL RESIDENTIAL
STREET LIGHT FIXTURE
60
80
40
20
o
PLANTING PLAN: AREA R2
BROWNING
DAY MULLINS
DIERDORF
ARCHITECTS
Browning Day Mullins Dierdorf Inc
Architecture
Landscape Architecture
Planning
626 North Illinois Street
Indianapolis, Indiana 46204
P: 317.635.5030
F: 317.634.5409
E-Mail: rroyer@bdmd.com
Centex Homes
Developer
8440 Allison Pointe Boulevard, Suite 200
Indianapolis, Indiana 46250
P: 317.915.2200
F: 317.915,2201
E-Mail: jisaacs@centexhomes.com
Stoeppelwerth & Associates, Inc.
Engineering Consultants
luminairB SchedJle
~
~ Desaiption
103 8930-R05-175MH-X
::A1.CULATlONS ARE MAINTAINED HORIZONTAL ILLUMINANCE FIGURES IN FOOT.cANOLES
~iNTS SHOWN ARE AT GRADE
1,",&~n
TO MATCH STREET LIGHTING
..,.. .u ~ .u -r .oJ
u ~~I~((~
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HANGING FIXTURES
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.J.. ',:
847-588-3400 ' Fax 847-588-3440
Emai!: info@stemberglighting.com
Oak Park Ave. Niles, IL 6071
sternbergtighting.com
7401
WNW.
~!Jil~~1!~!\~.
(COLOR TO MATCH BUILDINGS)
(TO MATCH BUILDINGS)
E-Mail: efleming@Stoeppelwerth.com
ESL Spectrum
Lighting Consultants
1591 North Harding Street
Indianapolis, Indiana 46202
P: 317.951.2300
F: 317.951.2310
E-Mail: rbelden@esl-spectrum.com
.0'
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walwa 0
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.... --- - -
1, SHEET DP.
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80 60
LIGHTING PLAN
o 20 40
AREA C2
A
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NOT FOR CONSTRUCTION
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LIGHTING SYMBOL LEGEND
;
TYPICAL STREET LIGHTING FIXTURE
(Max. height 25' in commercial area)
A~
TH EE STO Y
;COeDOMINI M
lOVER PARKI G
I
~.
~
TYPICAL ENTRY SIGNAGE PIER
(Full-height or half-height, see details this sheet
UTILITY SYMBOL LEGEND
Old Meridian Village
Carmel, Indiana
DEVELOPMENT PLAN
Project: 05L046
Drawn: WEK / ESL Spectrum
Checked: DRR
Scale: AS NOTED
Issue D!lte: 12.2.05
Revision:
~. PRELIMINARY LIGHTING PLAN
COMMERCIAL COMPONENT
160 . DP.L4
tf;
~
Cj
~
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~ "t-
~~
S~~
80
40
20
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STORM SEWER
SANITARY SEWER
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