HomeMy WebLinkAbout08080067.2LAIR NORTH, SECTION ONE
(Plat Book 2, page 277)
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LoL 22 Lot 21 \
SITE LAYOUT NOTES
1. ALL CONSTRUCTION MEiHODS NO MATERIALS MUST CONFORM TO CURRENT
STANDARDS AND SPECIFICATIONS OF THE FEDERAL. STATE, COUNi . CiTY. OR
LOCJAL. WQUFMrCXTS, WHICW R WAS J04SDICTM
2. ALL PA O NG 5TRIPES ARE To BE 4' PANTED iLAgSM UNLESS OTHERWISE
N07ED ON itE PLANS. DEUCES OR SPECIFICATIONS.
3, ALL DIMENSIONS ARE 70 EDGE OR PAVE]EPU OR FACE OF CURB. WHERE
4. ALL DIMENSIONS ARE TO OUiSIDE FACE OF BRICK OR FACING MATERIAL,
WHERE APPLICABLE.
5. THE CONTRACTOR SMALL. VERIV ALL DIMENSIONS AND E LEVA71D S IN THE
nEw PRIOR To THE START OF 100NS ucTiON. THE CONTRACTOR SHUL BE
RESPONSIBLE FOR ALL FIELD OYDRSIONS AND ELEVATIONS DtItRNC TFE
ENTiRE CONSTRUCTION SCtEDIIE. F ANY DiSCftEPANCIFS ARE FOUND N
THESE PLANS FROM ACT UAL. FELD DIMENSIONS. THE CONTRACTOR
SHALL CONTACT THE ENGINEER IWEDIATELY.
6. PROVIDE SM001H TRANSITION FROM NMY PAVED AREAS TO E7OSTNG AREAS
AS NECESSARf. ALL AREAS MHERE PROPOSED PAVEMENT MEETS EXISTING
PAVFJMD(T THE EXISTING EDGE OF PAVEMENT SMALL BE FREE OF ALL LOOSE
DEIMS. bC EDGE OF EXISRRC ASPHALT PA&MOU SMALL BE PROPERLY
SEALED WITH A TACK COAT MUEBAL Neel AREAS WHERE NEW
ASPHALT PAVEMENT IS iIWATED TO JON E4sn -
7. ALL EXCAVATED AREAS TO BE SOD= AND //�pR, SOOOED FINISH
GRADING UNii54 OTHERWISE ALL iE%M1Y SODDED" AREAS
SHALL NAVE A MIIIMw OF OF TOPSOIL_ HNOLD SAL 1 FROM
PAVDMEiT EIEVATHON. CONTRACTOR TO SURKY STRAIN MULCH WHERE
GRASS SEED WAS BEEN PLA WL
8 RESURFACE OR =ONSTRUCT AT LEAST TO ORONAL CONOTTiONS ALL AREAS
WHERE TRAFFIC BY CONTRACRIRS SIITOORMACTORS OR SUPPLIERS HAVE
DAMAGED . ISTI4G PAVEMENT L/I1tiRNS OR OTHER IPROVEONTS OlI6MM.
CONSTRUCTION. AFTER CONS*kffION WORK IS COMPLETE.
9. ALL UTILOY TRENCHES WITHIN 3 FEET OF PAVEMENT SMALL BE COMPLETELY
BACKFI LED WITH GRA MM BlICKFYL WITHIN CITY RIGHT -OF -WAY. ALL
CRY SUNNARDS SMALL APPLY.
10. ALL RADII IDICANED SHALL BE CONSTRUCTED AS CIRCULAR ARCS.
i PAVING NOTE ! OLD
I .
GENERAL NOTES:
I. ALL RADII DIMENSIONS ARE MEASURED TO smx OF Cults
UNLESS OTHERWISE NOTED.
2. SEE DETAIL SHEETS FOR PAVEMENT SECTION.
3. FOR GRADING PL^ SEE SHEET 10300
4. FOR UTILTI S SEE 9EET C4DO.
5. FOR CONSTRUCTION OETAIS. SEE SHEET D100.
6 DO NOT SCALE PROM THESE PLANS FOR SURVEY F1EL)
7. ENDS OF ALL CURDS TO BE CHAIR 7".
B. SEE RECORD SUMM FOR EXACT INFORMATION REGARDING
BOUNDARY. EIASEMENiS AND RIGHT -OF -WAY.
9. SEE ARCHITECTURAL PLANS FOR BUILDING Di )ISIONS, DOOR
LACAMONS. SDEMMLX CONSTRUCTM, GATE TYPES AND
SAECIF1GTpNS AND FIREWALL LOCATIONS AND MEASUREMENTS.
10. ALL PARKING SRRM TO BE 4- PANTED MM UNLESS
OTHERWISE NOTED.
11. DIMENSIONS SHOWN IRE FEET AND DECIMAL PARTS THERIDDF.
12. ALL SUE I PRONEMENIS SMALL MEET CURRENT ADDA STANDARDS.
13. REFER 70 ARCHITIM t AL PLANS FOR DETAILS AND EXACT
LOCATIONS OF WALK-4N ODORS.
14. ALL RIGHT- OF-WAY IPROYONNIS WITHIN MAN STREET (131st
STREET) TO 1HE FACE OF &ADM TO Of COtWROCTED BY
THE CARMEL DEVMGP ENT COMMIS: oN. ALL OTHER
RIGHT-OF-WAY II1110VE►OAS WITHIN 3rd MMEFILE NW MO
lot STREET NW SWELL SE INSTALLED BY THE DEVELOPER.
15. ALL ROADWAYS. EXCEPT 3RD AVE. NW. PARKING AREk%
AND DRIVE APRONS ARE MENDED TO BE PWVATEL.Y OWNED
AND MANTANED.
15M PLAN, UGIPAZ AMU LLCYAI"C . I
How-
REFER TO ARCHITECTURAL PLANS FOR
ALL BUILDING DtMEtSK*&
DEVELOPMENT SUMMARY
SITE AREA (AFTER R/W DEDICATIONS AND VACATIONS)
WEST PARCEL a 2.35 +/-ACRES
EAST PARCEL =1.42 +l -ACRES
TOTAL SITE ACREAGE= 3.77 + / -ACRES
TOTAL BUILDINGS = 18
TOTAL UNITS - 77
PROPOSED DENSITY+ 7713.77- 20_4 +/ -UNITS /ACRE
SUBJECT PARCEL ZONING =PUD (04070035 Z)
PARKING CALCULATIONS
GARAGE PARKING PROVIDED =154
ON-SITE SURFACE PARKING PROVIDED -21
3rd AVENUE NW PARKING PROVIDED =12
NORTH SIDE OF MAIN STREET PARKING PROVIDED =18
TOTAL PARKING PROVIDED = 205 SPACES
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TOWN E VI LLI AGE
(Instrument Number 9709749345)
(Plot Cabinet 2, Slide 49) ;
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PLAN NOTES:
ASPHALT P AVEME(T
8' CHAIRBACK CURB W/ UNDERDRAiN
LANDSCAPE AREA
INTEGRAL WALK AND CURB
CONCRETE SIDEWALK
AM RASP
ORNAMENTAL LIGHT
DEPRESSED CURB
UJ 4' WHITE THERMOPLASTIC LINE
0 6' SiRAK:HT CONCRETE CURB
- e- SPEW BOUNDARY
I - i PAVEMENT AWfTFIN R/W
(SEE DETAL SHEET 1010.0)
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� LN1ee rsarnm LINE rClrrtOO Lorene
' w = 001 see eu .A OF 90111400 CmCIEa A WTALIM
K 71E Crrf OF CMAL
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INSTRUCTION MEETING
Tract 1: B
A port of the East Half of the Northeast Quarter of Section 25. TorrmhTP 18 North. Range 3 East, descrtbed to tollows
Begtaning 60 rods 4 toot 6 ineMe West of the Southeast corner oT said Quarter section, run thence North 18 rods 7 feet. thence Wed 10 rods, thews South 18 rode 7 feet, thence East 10 rods
to the place of beginning, the same being boated in the Tam (nor City) of Carmai. Mor nil on Coudy, bdiiona, eontaking 1.15 acres, neon or lees.
Trott 2:
Port of the East Hoff of the Northeast Quarter of Section aTfwonot(yd -rne (25), Township Eighteen (I a) North, Range Three (3) Eost, d..er�ad as follows:
Emtn 151 rods and 10 14 W fast totht o Owes begkekg, N NarMon 1.801�� and 7 f thence West 15 rods and 10 foot thence South 18 reds and 7 foot thehca
Tract 3:.
A part of the soutlnweet Quorbr of i}s Nartlheost 0uorter of Section Tear (25 }. Towainlp Elglbel (18) North. Rapp Tfwe (3} _East, deaerbad w follow.
Beg;a at the SotAhead mornsr ed the Southreet coaster of the Northeast rat said Section 25, and run Uwhee tROrth on the Eoet ins of sold Ouarbr Quarter Section 307 trst thence Wee!
wNh the South ies of sad Quarter Quarter Section 212.63 feat, !hewn South parallel with add East Ws. 307 feet to the South line of said Quarter Quarter Section, thence East an raid
Ali One 212.83 feet to the Place of , cantolokp 1.50 acres, awn or tees.
D(CFPT therefrom those Porte oonreyad to the of Corrnet, khdiaw, by an kstrhsnent Wed 'Dedication Mr Deed of Public RIght -of- Way' recorded April 18, 2005 as Instrument No.
200500022613 in the t)fflee of the Recorder of County, h+diom, M-wtt
DEDICATION OF RIGHT-OF-WAY FOR MAIN STREET:
A part of the Northeast Quarter of Section 25. Ymrw p 18 North, Amp 3 Fast of the Second Prinotpd Malden, In Choy Toanetap, HonhNton County. Indiana, room pa8owory deealred as follows:
Commsocing at the isut Bout omw of said quarter section: fhernce South 89 degree 50 mirwtse 08 e=vils West (esnaned bearing per swviy by Weis Engineers. Inc, Job No. %040314 dated
May 18 2004) along the south ins of said saciton 858.74 feet (oar We90s Mhn) to the southeast aornner aF daet�rnoeet� of tend dascrrroed in Mhshvrnent Ho. 90110652 (TRACT A7 in the
South Ins foot to
sorRhwest oarsrsM a tract o/o/ Mecrtied In OR 1 6poge 2i0d(Tmc�t '8�d Recorders OffiaK Yrehoe paallsi wIh Ire west in. Mietdsd hdf -qh w! aectton North 00 degrees 47
minutes 02 seconds Nod along the west Irhe of said TRACT 18' 3500 feet; theme pordlel wRh said south Who Nafh 89 degrees 50 mLrhuGa 08 eeopde Fast 135 7 feet to a Paint on a
Iron- iafQa>t euw harirq a mdhr of 70.00 het, The mdw poMt of whbh bens Soutlh 80 deyneee OB nirubw 52 seconds Eae� therhoe rhorMheaetery. aosts(y. and aou8hsosbriy dog said curve
an arc dstona d 146 1 feet to past bearNg North 59 degrees 50 mimltes 06 eeoandr East from the rodlw port thermos parallN wIh the south Mrs of said quashes sedim North 80 degrees
60 minutes OB records Earl 408 31 het b the salt ins d said TRACT %1': Uherwe South 00 defines 47 rnketes 02 seoorhds West atop sold east Mrs 35 00 feet to the point of beginning.
nxxhtoinig 0.804 rem, roc. or Less.
AND.
DEDICATION FOR REVISED 3rd AVENUE NORTHWEST BETWEEN MAN SiRETT AND let STREET:
A pert of the NioWsast Quorter of SeeBorh 25. TowrheMp 18 North. Range 3 East of the Second Prkndpal Mertdan, h Cloy Tamship, fNorrdWn County. kndlorw, rrwre portictMarty descrEed ore folosrs:
Carrnsndrhg at the sadheont corner of said quarts sector; thence south 890 degrw 50 mkrrtee 08 eseorhde 1Mrt (aselsehed beanie survey by Welty Lne. Job No. W040314 dotrd
May 10. )dog the south Mrs of odd W section 1067.00 feet to the POMIT OF OEM #" oT thb deralptiorC therlor oontiw�p South 09 degrees SO minutes 05 ssoads West dap
said south ins 4400 lost tfher" North 00 w 47 mksAas 02 seconds East 81.61 fast thence North 12 degrees 2 nnkwAn 46 seconds West 160.72 foot ts. North 00 degrees 47
minutese 02 seconds East 45.78 test to the north One of a tract of land doacmed in OR 176. page 220 in the s Office of sold HamRton Canty: thence North 89 drgreee 50 mkwtee 08
seconds Earl dung sold north ins and Re exleelai and along the north ina of the tract of lad & dse- A in krtr. No. 9110652 in add B=orders Office 44.00 test thence South 00 degrees
47 mkwtss 02 swords West 41.40 foot thence South 12 depress 27 minutes 46 seconds East 1OM72 feet ttherh, South 00 degrees 47 nnAwhs 02 ssoorwN West 85 59 het to the Print of
begin"", ooMddng 0.311 acre, more or Nor.
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STATE OF. J.
DATE,
DWN BY: M
CHKD_ BY: EAG
SCALE: 1' 304
DATE: 04/01/08
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PROJECT NUMBER
GLD.001
DRAWING NUMBER
0210
SHEET 4 OF 18