HomeMy WebLinkAboutPacket for PC HO 11-16-232023 The OLD TOWN DESIGN GROUP, LLCOLDON3/16" SCALE ON 24x36 SHEETFRONT ELEVATION3/32" SCALE ON 11x17 SHEETRIGHT ELEVATION3/16" SCALE ON 24x36 SHEET3/32" SCALE ON 11x17 SHEETElevation drawings are for representation only. Due to actualframing materials specified by lumber supplier and to fieldconstraints actual structure may vary from drawings.ACTUAL GRADE AND STEPS MAY VARY FROM THESE ELEVATIONS;FINAL GRADE & NUMBER OF STEPS WILL BE DETERMINED IN FIELD BRICK DETAIL1/2" SCALE ON 11x17 SHEETCORNER BRICK DETAIL1/4" SCALE ON 8.5x11 SHEET
2023 The OLD TOWN DESIGN GROUP, LLCOLDONREAR ELEVATION3/16" SCALE ON 24x36 SHEET3/32" SCALE ON 11x17 SHEETLEFT ELEVATION3/16" SCALE ON 24x36 SHEET3/32" SCALE ON 11x17 SHEETElevation drawings are for representation only. Due to actualframing materials specified by lumber supplier and to fieldconstraints actual structure may vary from drawings.ACTUAL GRADE AND STEPS MAY VARY FROM THESE ELEVATIONS;FINAL GRADE & NUMBER OF STEPS WILL BE DETERMINED IN FIELD
2023 The OLD TOWN DESIGN GROUP, LLCOLDON10'-1 1/8" FIRST FLOOR WALL HEIGHTFIRST FLOOR PLAN3/16" SCALE ON 11x17 SHEET3/32" SCALE ON 24x36 SHEETFLOOR 1468 SQ FTELEVATOR
BEDROOM 3 / STUDYFOYER2 CAR GARAGESTOOPUPUPFLOOR 1468 SQ FTELEVATOR
BEDROOM 3 / STUDYFOYER2 CAR GARAGESTOOPUPUPFLOOR 1468 SQ FTELEVATOR
BEDROOM 3 / STUDYFOYER2 CAR GARAGESTOOPUPUPFLOOR 1468 SQ FTELEVATOR
BEDROOM 3 / STUDYFOYER2 CAR GARAGESTOOPUPUPBATH 310'-0" CLG.LVP10'-0" CLG.CPT10'-0" CLG.LVPMUDROOMCLG. HGT.LVPBATH 310'-0" CLG.TILE10'-0" CLG.CPT10'-0" CLG.LVPBATH 310'-0" CLG.TILE10'-0" CLG.CPT10'-0" CLG.LVPBATH 310'-0" CLG.TILE10'-0" CLG.CPT10'-0" CLG.LVPMUDROOMCLG. HGT.LVPMUDROOMCLG. HGT.LVPMUDROOMCLG. HGT.LVP
2023 The OLD TOWN DESIGN GROUP, LLCOLDON
ELEVATOR
DINING ROOMDNKITCHENUPPOWDER 1GREAT ROOMDECKWORKINGELEVATOR
DINING ROOMDNKITCHENUPPOWDER 1GREAT ROOMDECKELEVATOR
DINING ROOMDNKITCHENUPPOWDER 1GREAT ROOMDECKELEVATOR
DINING ROOMDNKITCHENUPPOWDER 1GREAT ROOMDECK10'-1 1/8" SECOND FLOOR WALL HEIGHTSECOND FLOOR PLAN3/16" SCALE ON 11x17 SHEET3/32" SCALE ON 24x36 SHEETPANTRY10'-0" CLG.LVP10'-0" CLG.LVP10'-0" CLG.LVP10'-0" CLG.LVP10'-0" CLG.LVP10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.FLOOR 2952 SQ FTFLOOR 2952 SQ FTFLOOR 2952 SQ FTFLOOR 2952 SQ FTHWWORKINGPANTRY10'-0" CLG.LVPLVPLVPLVPLVPWORKINGPANTRY10'-0" CLG.LVPLVPLVPLVPLVPWORKINGPANTRY10'-0" CLG.LVPLVPLVPLVPLVP
2023 The OLD TOWN DESIGN GROUP, LLCOLDON10'-1 1/8" THRID FLOOR WALL HEIGHTTHIRD FLOOR PLAN3/16" SCALE ON 11x17 SHEET3/32" SCALE ON 24x36 SHEETELEVATOR PRIMARYBATH 2BEDROOM 2DNFLOOR 3PRIMARY BEDROOMPRIMARY CLOSETUPLAUNDRY952 SQ FTCLOSETELEVATOR PRIMARY BATHBATH 2BEDROOM 2DNFLOOR 3PRIMARY BEDROOMPRIMARY CLOSETUPLAUNDRY952 SQ FTCLOSETELEVATOR PRIMARY BATHBATH 2BEDROOM 2DNFLOOR 3PRIMARY BEDROOMPRIMARY CLOSETUPLAUNDRY952 SQ FTCLOSETELEVATOR PRIMARY BATHBATH 2BEDROOM 2DNFLOOR 3PRIMARY BEDROOMPRIMARY CLOSETUPLAUNDRY952 SQ FTCLOSETBATH10'-0" CLG.CARPET10'-0" CLG.LVP10'-0" CLG.CARPET10'-0" CLG.LVP10'-0" CLG.LVP10'-0" CLG.LVP10'-0" CLG.LVP10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.HWHALL10'-0" CLG.LVPCARPETLVPCARPETLVPLVPLVPLVPHWHALL10'-0" CLG.LVPCARPETLVPCARPETLVPLVPLVPLVPHWHALL10'-0" CLG.LVPCARPETLVPCARPETLVPLVPLVPLVPHWHALL10'-0" CLG.LVP
2023 The OLD TOWN DESIGN GROUP, LLCOLDON
ELEVATORMECHANICAL DECKCOVERED ENTERTAINMENT DECKDNPOWDER 2BARELEVATORMECHANICAL DECKCOVERED ENTERTAINMENT DECKDNPOWDER 2BARELEVATORMECHANICAL DECKCOVERED ENTERTAINMENT DECKDNPOWDER 2BARELEVATORMECHANICAL DECKCOVERED ENTERTAINMENT DECKDNPOWDER 2BAR9'-0" CLG.9'-0" CLG.9'-0" CLG.T.P.O W/ TREX DECKING9'-0" CLG.LVP9'-0" CLG.LVP9'-0" CLG.9'-0" CLG.9'-0" CLG.9'-0" CLG.9'-0" CLG.9'-0" CLG.9'-0" CLG.9'-1 1/8" FOURTH FLOOR WALL HEIGHTFOURTH FLOOR PLAN3/16" SCALE ON 11x17 SHEET3/32" SCALE ON 24x36 SHEETFLOOR 4229 SQ FTFLOOR 4229 SQ FTFLOOR 4229 SQ FTFLOOR 4229 SQ FTFLAT ROOF T.P.O T.P.O W/ TREX DECKINGFLAT ROOF T.P.O T.P.O W/ TREX DECKINGFLAT ROOF T.P.O T.P.O W/ TREX DECKINGFLAT ROOF T.P.O HWLVPLVPHWLVPLVPHWLVPLVPHW
2023 The OLD TOWN DESIGN GROUP, LLCOLDON3/32" SCALE ON 11x17 SHEETROOF PLAN3/16" SCALE ON 24x36 SHEET
2023 The OLD TOWN DESIGN GROUP, LLCOLDONFRAMED - FRONT VIEW1/8" SCALE ON 11x17 SHEETFIREPLACE DETAILCOURTYARD 42PORCHFRAMED - TOP VIEWPLAN VIEWWITH BALL BEAD10x10 POST1/4" SCALE ON 11x17 SHEETPORCH COLUMN DETAILSCALE VARIESPORCH
BRICK DETAIL1/2" SCALE ON 11x17 SHEET3/16" SCALE ON 24x36 SHEETFRONT ELEVATION3/32" SCALE ON 11x17 SHEETLEFT ELEVATION3/16" SCALE ON 24x36 SHEET3/32" SCALE ON 11x17 SHEETElevation drawings are for representation only. Due to actualframing materials specified by lumber supplier and to fieldconstraints actual structure may vary from drawings.2023 The OLD TOWN DESIGN GROUP, LLCOLDONCORNER BRICK DETAIL1/4" SCALE ON 8.5x11 SHEET
Elevation drawings are for representation only. Due to actualframing materials specified by lumber supplier and to fieldconstraints actual structure may vary from drawings.ACTUAL GRADE AND STEPS MAY VARY FROM THESE ELEVATIONS;FINAL GRADE & NUMBER OF STEPS WILL BE DETERMINED IN FIELDRIGHT ELEVATION3/16" SCALE ON 24x36 SHEET3/32" SCALE ON 11x17 SHEET2023 The OLD TOWN DESIGN GROUP, LLCOLDONREAR ELEVATION3/16" SCALE ON 24x36 SHEET3/32" SCALE ON 11x17 SHEET
10'-1 1/8" FIRST FLOOR WALL HEIGHTFIRST FLOOR PLAN3/16" SCALE ON 11x17 SHEET3/32" SCALE ON 24x36 SHEETFLOOR 1468 SQ FTELEVATORBEDROOM 3 / STUDYFOYER2 CAR GARAGESTOOPUPUPFLOOR 1468 SQ FTELEVATORBEDROOM 3 / STUDYFOYER2 CAR GARAGESTOOPUPUPFLOOR 1468 SQ FTELEVATORBEDROOM 3 / STUDYFOYER2 CAR GARAGESTOOPUPUPFLOOR 1468 SQ FTELEVATORBEDROOM 3 / STUDYFOYER2 CAR GARAGESTOOPUPUPBATH 310'-0" CLG.LVP10'-0" CLG.CPT10'-0" CLG.LVPMUDROOMCLG. HGT.LVPBATH 310'-0" CLG.TILE10'-0" CLG.CPT10'-0" CLG.LVPBATH 310'-0" CLG.TILE10'-0" CLG.CPT10'-0" CLG.LVPBATH 310'-0" CLG.TILE10'-0" CLG.CPT10'-0" CLG.LVPMUDROOMCLG. HGT.LVPMUDROOMCLG. HGT.LVPMUDROOMCLG. HGT.LVPFLOOR 1468 SQ FTELEVATORBEDROOM 3 / STUDYFOYER2 CAR GARAGESTOOPUPUPBATH 310'-0" CLG.LVP10'-0" CLG.CPT10'-0" CLG.LVPMUDROOMCLG. HGT.LVPFLOOR 1468 SQ FTELEVATORBEDROOM 3 / STUDYFOYER2 CAR GARAGESTOOPUPUPBATH 310'-0" CLG.LVP10'-0" CLG.CPT10'-0" CLG.LVPMUDROOMCLG. HGT.LVPFLOOR 1468 SQ FTELEVATORBEDROOM 3 / STUDYFOYER2 CAR GARAGESTOOPUPUPBATH 310'-0" CLG.LVP10'-0" CLG.CPT10'-0" CLG.LVPMUDROOMCLG. HGT.LVP2023 The OLD TOWN DESIGN GROUP, LLCOLDON
10'-1 1/8" SECOND FLOOR WALL HEIGHTSECOND FLOOR PLAN3/16" SCALE ON 11x17 SHEET3/32" SCALE ON 24x36 SHEETELEVATOR DINING ROOMDNKITCHENUPPOWDER 1GREAT ROOMDECKWORKINGELEVATOR DINING ROOMDNKITCHENUPPOWDER 1GREAT ROOMDECKELEVATOR DINING ROOMDNKITCHENUPPOWDER 1GREAT ROOMDECKELEVATOR DINING ROOMDNKITCHENUPPOWDER 1GREAT ROOMDECK10'-1 1/8" SECOND FLOOR WALL HEIGHTSECOND FLOOR PLAN3/16" SCALE ON 11x17 SHEET3/32" SCALE ON 24x36 SHEETPANTRY10'-0" CLG.LVP10'-0" CLG.LVP10'-0" CLG.LVP10'-0" CLG.LVP10'-0" CLG.LVP10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.FLOOR 2952 SQ FTFLOOR 2952 SQ FTFLOOR 2952 SQ FTFLOOR 2952 SQ FTHWWORKINGPANTRY10'-0" CLG.LVPLVPLVPLVPLVPWORKINGPANTRY10'-0" CLG.LVPLVPLVPLVPLVPWORKINGPANTRY10'-0" CLG.LVPLVPLVPLVPLVPELEVATOR DINING ROOMDNKITCHENUPPOWDER 1GREAT ROOMDECKWORKINGELEVATOR DINING ROOMDNKITCHENUPPOWDER 1GREAT ROOMDECKPANTRY10'-0" CLG.LVP10'-0" CLG.LVP10'-0" CLG.LVP10'-0" CLG.LVP10'-0" CLG.LVP10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.FLOOR 2952 SQ FTFLOOR 2952 SQ FTHWWORKINGPANTRY10'-0" CLG.LVPLVPLVPLVPLVPELEVATOR DINING ROOMDNKITCHENUPPOWDER 1GREAT ROOMDECK10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.FLOOR 2952 SQ FTWORKINGPANTRY10'-0" CLG.LVPLVPLVPLVPLVP2023 The OLD TOWN DESIGN GROUP, LLCOLDON
10'-1 1/8" THRID FLOOR WALL HEIGHTTHIRD FLOOR PLAN3/16" SCALE ON 11x17 SHEET3/32" SCALE ON 24x36 SHEETELEVATOR
PRIMARYBATH 2BEDROOM 2DNFLOOR 3PRIMARY BEDROOMPRIMARY CLOSETUPLAUNDRY952 SQ FTCLOSETELEVATOR
PRIMARY BATHBATH 2BEDROOM 2DNFLOOR 3PRIMARY BEDROOMPRIMARY CLOSETUPLAUNDRY952 SQ FTCLOSETELEVATOR
PRIMARY BATHBATH 2BEDROOM 2DNFLOOR 3PRIMARY BEDROOMPRIMARY CLOSETUPLAUNDRY952 SQ FTCLOSETELEVATOR
PRIMARY BATHBATH 2BEDROOM 2DNFLOOR 3PRIMARY BEDROOMPRIMARY CLOSETUPLAUNDRY952 SQ FTCLOSETBATH10'-0" CLG.CARPET10'-0" CLG.LVP10'-0" CLG.CARPET10'-0" CLG.LVP10'-0" CLG.LVP10'-0" CLG.LVP10'-0" CLG.LVP10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.HWHALL10'-0" CLG.LVPCARPETLVPCARPETLVPLVPLVPLVPHWHALL10'-0" CLG.LVPCARPETLVPCARPETLVPLVPLVPLVPHWHALL10'-0" CLG.LVPCARPETLVPCARPETLVPLVPLVPLVPHWHALL10'-0" CLG.LVPELEVATOR
PRIMARYBATH 2BEDROOM 2DNFLOOR 3PRIMARY BEDROOMPRIMARY CLOSETUPLAUNDRY952 SQ FTCLOSETELEVATOR
PRIMARY BATHBATH 2BEDROOM 2DNFLOOR 3PRIMARY BEDROOMPRIMARY CLOSETUPLAUNDRY952 SQ FTCLOSETBATH10'-0" CLG.CARPET10'-0" CLG.LVP10'-0" CLG.CARPET10'-0" CLG.LVP10'-0" CLG.LVP10'-0" CLG.LVP10'-0" CLG.LVP10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.10'-0" CLG.HWHALL10'-0" CLG.LVPCARPETLVPCARPETLVPLVPLVPLVPHWHALL10'-0" CLG.LVPELEVATOR
PRIMARYBATH 2BEDROOM 2DNFLOOR 3PRIMARY BEDROOMPRIMARY CLOSETUPLAUNDRY952 SQ FTCLOSETBATH10'-0" CLG.CARPET10'-0" CLG.LVP10'-0" CLG.CARPET10'-0" CLG.LVP10'-0" CLG.LVP10'-0" CLG.LVP10'-0" CLG.LVPHWHALL10'-0" CLG.LVP2023 The OLD TOWN DESIGN GROUP, LLCOLDON
ELEVATORMECHANICAL DECKCOVERED ENTERTAINMENT DECKDNPOWDER 2BARELEVATORMECHANICAL DECKCOVERED ENTERTAINMENT DECKDNPOWDER 2BARELEVATORMECHANICAL DECKCOVERED ENTERTAINMENT DECKDNPOWDER 2BARELEVATORMECHANICAL DECKCOVERED ENTERTAINMENT DECKDNPOWDER 2BAR9'-0" CLG.9'-0" CLG.9'-0" CLG.T.P.O W/ TREX DECKING9'-0" CLG.LVP9'-0" CLG.LVP9'-0" CLG.9'-0" CLG.9'-0" CLG.9'-0" CLG.9'-0" CLG.9'-0" CLG.9'-0" CLG.9'-1 1/8" FOURTH FLOOR WALL HEIGHTFOURTH FLOOR PLAN3/16" SCALE ON 11x17 SHEET3/32" SCALE ON 24x36 SHEETFLOOR 4229 SQ FTFLOOR 4229 SQ FTFLOOR 4229 SQ FTFLOOR 4229 SQ FTFLAT ROOF T.P.O T.P.O W/ TREX DECKINGFLAT ROOF T.P.O T.P.O W/ TREX DECKINGFLAT ROOF T.P.O T.P.O W/ TREX DECKINGFLAT ROOF T.P.O HWLVPLVPHWLVPLVPHWLVPLVPHWELEVATORMECHANICAL DECKCOVERED ENTERTAINMENT DECKDNPOWDER 2BARELEVATORMECHANICAL DECKCOVERED ENTERTAINMENT DECKDNPOWDER 2BARELEVATORMECHANICAL DECKCOVERED ENTERTAINMENT DECKDNPOWDER 2BAR9'-0" CLG.9'-0" CLG.9'-0" CLG.T.P.O W/ TREX DECKING9'-0" CLG.LVP9'-0" CLG.LVP9'-0" CLG.9'-0" CLG.9'-0" CLG.9'-0" CLG.FLOOR 4229 SQ FTFLOOR 4229 SQ FTFLOOR 4229 SQ FTFLAT ROOF T.P.O T.P.O W/ TREX DECKINGFLAT ROOF T.P.O T.P.O W/ TREX DECKINGFLAT ROOF T.P.O HWLVPLVPHWLVPLVPHW2023 The OLD TOWN DESIGN GROUP, LLCOLDON
2023 The OLD TOWN DESIGN GROUP, LLCOLDON3/32" SCALE ON 11x17 SHEETROOF PLAN3/16" SCALE ON 24x36 SHEET
FRAMED - FRONT VIEW1/8" SCALE ON 11x17 SHEETFIREPLACE DETAILCOURTYARD 42PORCHFRAMED - TOP VIEWPLAN VIEWWITH BALL BEAD10x10 POST1/4" SCALE ON 11x17 SHEETPORCH COLUMN DETAILSCALE VARIESPORCH2023 The OLD TOWN DESIGN GROUP, LLCOLDON
RANGELINE ROAD MIXED -USE
UTILITY NOTE:
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY
INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES
THAT THE UNDERGROUND UTILITIES COMPRISE ALL SUCH UTILITIES IN THE AREA
EITHER IN-SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT
WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT
LOCATION INDICATED ALTHOUGH THE SURVEYOR DOES CERTIFY THAT THEY ARE
LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE
SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. INDIANA
811 ONE -CALL PUBUC UTILITY LOCATE SERVICE TICKET NUMBERS 2208245464,
2208245521. 2208245564. 2208245576, 2208245601, 2208245623,
2208245650, 2200245747, 2208245771, AND 2208245813 WERE ISSUED FOR
THIS SITE
PRIOR TO ANY EXCAVATION FOR UNDERGROUND UTILITIES, THE CONTRACTOR
SHALL EXPOSE AND VERIFY LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL
EXISTING UTILITIES INCLUDING BUT NOT LIMITED TO GAS, WATER, AND SANITARY
SEWER. ANY CONFLICTS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER
AND THE APPROPRIATE AUTHORITIES.
UTILITIES:
GAS
STORM SEWER
ELECTRIC
CENTERPOINT
CITY ENGINEERS OFFICE
DUKE ENERGY
1630 N. MERIDIAN STREET
CARMEL CITY HALL,
16475 SOUTHPARK DR.
INDIANAPOUS, IN. 46202
FIRST FLOOR
WESTFIELD, IN 46074
(317) 776-5535
ONE CIVIC SQUARE
(317) 8966711
(317) 571-2441
TELEPHONE
AT&T
WATER
SANITARY SEWER
5858 NORTH COLLEGE
CARMEL UTILITIES DEPARTMENT
CARMEL UTILITIES DEPARTMENT
INDIANAPOLIS, IN. 46224
30 W. MAIN ST., SUITE 200
30 W. MAN ST., SUITE 200
(317) 252-4275
CARMEL, IN 46032
CARMEL, IN 46032
(317) 733-2855
(317) 733-2855
STREETS
CARMEL STREET DEPARTMENT
,.I) WEST 131ST. STREET
CARMEL, IN 46074
(317) 595-3120
175 S RANGELINE ROAD
CARMEL, INDIANA 46032
CONSTRUCTION DOCUMENTS
CYCLE #4
J U N E 285 2023
E MAIN STREET
aw
-
s SITE
M a
1 ST STREET SE
3 0N
Z �
ED
z
w �!
z z
z >
wra
y'� IIt�IIr. Fso �- �19191 ;
-
NORTH y l
CONSULTANT TEAM:
DEVELOPER
ARCHITECT
I OrIATION MAP
LOR COMMERCIAL DEVELOPMENT STUDIO M ARCHITECTURE
63650 RUCKER ROAD, SUITE 101
2 W. MAIN STREET
INDIANAPOLIS, INDIANA 46220
CARMEL, INDIANA 46032
PH: (317) 205-1200
PH: (317) 810-1502
CONTACT: ADAM HILL
CONTACT: ALEX MARSH
EMAIL: ahill@Lorcorp.com
EMAIL: amarsh@studiomarchitecture.com
LEGAL DESCRIPTION (COMMITMENT NO. IN2210373)
Lots Numbered 25, 26. 27, and 28 in Warren and Phelps'Addition to the City of
Carmel, In Hamilton County, Indiana, as per plot thereof recorded in Deed Record H,
Page 258. in the Office of the Recorder of Hamilton County, Indiana. [INSTR.
#2021073755 DEED 11
and
Fifty-seven and one-half (57 '/3) feet off of the East end of Lot Seven (7) in Davis
and Bales Addition to the Town of Carmel, Indiana, as per plat thereof recorded in
Deed Record 21, Page 416 in the Office of the Recorder of Hamilton County, Indiana.
[INSTR. $2022056625 DEED 21
and
Part of the Southwest K of Section 30, Township 18 North, Range 4 East, in Hamilton
County, Indiana, more particularly described as fellows:
Begin 10 feet East of the Northeast comer of Lot 27 in Warren and Phelps Addition to
the City of Cannel as par plat thereof, ra-rded in Dead Record "H", Page 258, thence
South 4 Rods, thence East 8 Rods, thence North 4 Rods, thence West 8 Roda to the
place of beginning. [INSTR. #2022039884 DEED 3]
and
A part of the Southwest % of Section 30, Township 18 North, Range 4 East, described
as follows:
Beginning Ten (10) feet East of the Southeast comer of Lot Number Twenty -Eight (28)
in Warren & Phelps
Addition to the Town of Cannel, (Originally known as Bethlehem) and run thence North
Four (4) Roda, thane. East Eight (8) Rode; thence South Four (4) Rods, thence West
Eight (8) Roda, to the place of beginning. [INSTR. #2022040126 DEED 4]
CIVIL ENGINEER
CIVIL & ENVIRONMENTAL
CONSULTANTS, INC.
530 E. OHIO ST., STE. G
INDIANAPOLIS, IN 46204
PH: (317) 655-7777
CONTACT: NICK JUSTICE
EMAIL: njustice@cecinc.com
SURVEYOR
CIVIL & ENVIRONMENTAL
CONSULTANTS, INC.
530 E. OHIO ST., STE. G
INDIANAPOLIS, IN 46204
PH: (317) 655-7777
CONTACT: ANTHONY SYERS
EMAIL: asyers@cecinc.com
FLOOD INFORMATION NOTE:
THE PARCEL DESCRIBED AND SHOWN HEREIN LIES WITHIN ZONE "X"
(UN -SHADED) AS SAID PARCEL PLOTS ON MAP NUMBER 1805700207G (DATED
NOVEMBER 19. 2014) OF THE FLOOD INSURANCE RATE MAPS FOR THE CITY OF
CARMEL, HAMILTON COUNTY, INDWJA. THE ACCURACY OF THIS FLOOD HAZARD
STATEMENT IS SUBJECT TO MAP SCALE UNCERTAINTY AND TO ANY OTHER
UNCERTAINTY IN LOCATION OR ELEVATION ON THE REFERENCED FLOOD
INSURANCE RATE MAP.
BENCHMARKS:
UNLESS OTHERWISE NOTED, ELEVATIONS SHOWN HEREON ARE BASED UPON AN
OPUS SOLUTION AND ARE ON THE 1988 NORTH AMERICAN VERTICAL DATUM
(NAVD88). IT IS MY OPINION THAT THE UNCERTAINTY IN THE ELEVATION OF THE
PROJECT BENCHMARK DOES NOT EXCEED 0.10 FOOT.
T13M#1: CUT "X" ON THE ARROW BOLT OF A HYDRANT LOCATED IN THE
SOUTHEAST QUADRANT OF THE INTERSECTION OF 1ST ST. SE AND 1ST AVE. SE.
ELEV. = 842.48
TBM1y2: CUT X" ON THE NORTHWEST BOLT OF A HYDRANT LOCATED IN THE
SOUTHEAST QUADRANT OF THE INTERSECTION OF SUPPLY ST. AND 1ST AVE. SE.
ELEV. • 844.88
TBI CUT "X" ON TOP OF A CURB INLET LOCATED IN THE NORTHEAST
QUADRANT OF THE INTERSECTION OF RANGELINE RD. AND 1ST ST. SE.
ELEV. • 830.11
THE BASIS OF MEASURED BEARINGS AND HORIZONTAL DATUM SHOWN HEREON
IS THE INDIANA STATE PLANE COORDINATE SYSTEM EAST ZONE (HAD 83). SAID
BEARINGS ORIGINATED FROM SAID COORDINATE SYSTEM BY CPS OBSERVATIONS
AND OBSERVATIONS OF SELECTED STATIONS IN THE NATIONAL GEODETIC SURVEY
CONTINUOUSLY OPERATING REFERENCE STATION (NGS CORS) NETWORK.
Sheet List Table
Sheet No.
Sheet Title
Drawing
No.
1
TITLE SHEET
C000
2
TOPOGRAPHIC SURVEY
SV-1
3
DEMOLITION PLAN
C101
4
LAYOUT PLAN
C200
5
GRADING PLAN
C300
6
DRAINAGE PLAN
C400
7
STORMWATER PROFILES
C401
8
STORMWATER PROFILES
C402
9
FLOOD ROUTING PLAN
C403
10
UTILITY PLAN
C500
11
SANITARY PROFILES
C501
12
MAINTENANCE OF TRAFFIC PLAN
C600
13
LANDSCAPE PLAN
C700
14
LANDSCAPE DETAILS
C701
15
SITE DETAILS
C800
16
SITE DETAILS
C801
17
SITE DETAILS
C802
18
SITE DETAILS
C803
19
SITE DETAILS
C804
20
SITE DETAILS
C805
21
SITE DETAILS
C806
22
SITE DETAILS
C807
23
SITE DETAILS
C808
24
WATER NOTES AND SPECIFICATIONS
C809
25
WATER NOTES AND SPECIFICATIONS
C810
26
TEMPORARY STORMWATER POLLUTION
PREVENTION PLAN
C900
27
POST -CONSTRICTION STORMWATER POLLUTION
PREVENTION PLAN
C901
28
STORMWATER POLLUTION PREVENTION DETAILS
C902
29
STORMWATER POLLUTION PREVENTION NOTES
C903
SITE DATA:
ZONING DATA: ZONING CLASSIFICATION: PARKING DATA:
EXISTING, C2/R2/R3/B5 -
EXISTING PARKING SPACES (PUBLIC PARKING GARAGE)
PROPOSED C2 MIXED -USE
ZONING DATA: ADJACENT ZONING CLASSIFICATIONS:
REQUIRED PARKING =
352 SPACES
NORTH C2 - MIXED -USE DISTRICT
- RESTAUFANTI SPACE / 2.5 PATRON SEAT,
SOUTH BI/R3 - LIGHT BUSINESS / URBAN
RESIDENTIAL DISTRICT
PLlli I /EMPLOYEE It 263 &37
- RETAIL M. 1 SPACE / 2e0SF 8 12,639 SF
-OFFICE, GENERAL I SPACE / MSF R 31,132 SF
= 142 SPACES
= 63 SPACES
= 125 SPACES
EAST R2/R3 - SUBURBAN / URBAN RESIDENTIAL
- 1O7S 2 SPACES / WIT a 11 UNITS
• 22 SPACES
DISTRICT
WEST C2 - MIXED -USE DISTRICT
PRORKI POSED PANG =
115 SPACES
C2 DEVELOPMENT STANDARDS:::
M- ITE PARKING SPACES
OA (VAN SPACE)
05 SPACES
MINIMUM FRONT YARD SETBACK, NOT APPLICABLE
MINIMUM SIDE YARD SETBACK, NOT APPLICABLE
- STANDARD (9'XW' MIN)
OFF -SITE PARKING SPACES
103 SPACES
MINIMUM REAR YARD SETBACKS NOT APPLICABLE
- ON STREET (9'%23' NIA.)
E%ISTING PAIXING SPACES
07 SPACES
SITE DATA:
- ON STREET E
237 SPACES
SITE AREA' 1.948t Acres
PARKM GARAGE (850 FT. AWAYS)
(84,845 SQI
BUILDING DATA:
REQUIRE➢ BICYCLE PARKING =
15 SPACES
GROSS PREP, EXISTING CO SQ .FT.)
- RESTAURANT I / END W 8 8,851 SF
- OF ICE, GENERAL 1 / WAN SF 8 87A 4 SF (2 MIN.)
= 4A SPACES
= 8.7 SPACES
PROPSOSED GROSS FLOOR AREA (67,574 SQ. FT.)
- RETAIL 1 / Was SF a 4,W4 V (2 MIN.)
2.0 SPACES
- MIXED -USE BUILDINGS 55,958 SQFT•
- TOWNHOFES <TBD) t11,616 SOFT.
PROPOSED BICYCLE PARKING =
16 SPACES
LOT COVERAGE
TOTAL LOT IMPERVIOUS COVERAGE' 78,039 SQFT. (92.OY.)
ADDITIONAL CITY OF CARMEL NOTES:
1. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED
STORMWATER MANAGEMENT PERMIT.
2. ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY
SHALL CONFORM TO THE REQUIREMENTS OF THE DEPT. OF ENGINEERING.
THE CONTRACTOR SHALL CONTACT THE DEPT. OF ENGINEERING TO
SCHEDULE A PRE -CONSTRUCTION MEETING TO REVIEW THE DEPT.
CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS,
REQUIRED INSPECTIONS FOR CERTAIN STAGES OF WORK AND TO RENEW
THE ALITHORTFY OF THE DEPT. AS IT RELATES TO WORK WITHIN THE
EXISTING AND PROPOSED CITY RIGHT-OF-WAY. CARMEL REQUIRES ALL
PAVING BE DONE IN ONE SEASON.
3. NEW CONCRETE CURBS IN RIGHT-OF-WAY SHALL CONFORM TO THE CITY
OF CARMEL STANDARDS DETAILS. COORDINATE ALL WORK IN
RIGHT-OF-WAY WITH THE CITY ENGINEERING DEPT. CONTRACTOR TO
VERIFY IF THERE IS AN EXISTING UNDERDRAIN (SSD) UNDER THE CURB
ALONG CITY CENTER DRIVE IF THERE IS AN EXISTING SSD; CONTRACTOR
TO INSTALL SSD AND RECONNECT.
4. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED
TO THE SATISFACTION OF THE CITY AT THE COMPLEITON OF THE
PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE
RIGHT-OF-WAY WITH THE CITY PRIOR TO START OF CONSTRUCTION TO
DOCUMENT EXISTING CONDITION OF THE RIGHT-OF-WAY.
5. ALL PAVING IS TO BE COMPLETED IN ONE PAVING SEASON.
6. CONTRACTOR SHALL PROTECT THE EXISTING CITY DUAL DUCT BANK IN
THE RIGHT-OF-WAY. IN THE EVENT OF CONFLICT WITH THE PROPOSED
IMPROVEMENTS, RELOCATION OF THE DUAL DUCT BANK AND ALL
ASSOCIATED/APPURTENANT/ANCILLARY ITEMS SHALL BE THE SOLE
RESPONSIBILITY OF THE DEVELOPER SUBJECT TO REVIEW AND APPROVAL
BY THE CITY.
OPERATING AUTHORITY
CITY OF CARMEL
0
0
Wo
ix a
z
0
N
W
cc
q
I'•I a
ed 3
Imo. ai
U o
N n
O d e
2
go LU
0
U
F
ZW
W N
d D M
on 0
a
WXoto
�_I="t
002Za
W10
U�WZZ
W Z W M W
LU N
VZ �U
IM a
OIM
J
m
anaa
x
n V
a
W
o
UW
B
N
J
F
H
�
~
W
:Y4�,G\STERfp� .sib modd.
No. PEI1800753
ran
z �ma
5
Qoaa
¢
STATE OF '� a
6/DIANp •'/Fc":
A.
DRAWING NO.:
A
'��
06118g1023
SHEET 1
OF
29
B 7 6
H
NORTH
m�u(EjW}- Bzo. JJ (rz'rcvJ uvKNuew cory ccr/orvs
NEcnrvc ro m sJuar uo rw�ixEio�css j
RV TBMj3 = 830. f 1
I� ege05
G ! ro snrc r IREs TIER u a✓ /eau ()- 824702 (,r /x
.(wl= M4.6(,z' N I
8,996 (41" RCR) "I .r ( V
'i
111,(1)= Bz1JJ 0?°
ASR ' fi
rDf= B1B.,,
lNv(E)_ a,9.e6 ! 4. Rc) /Nv(wJ_ e11ze (a^ J \ 1 ' x 0 x 1S
(z4"Rcal (afSrwARO ao 1 2 5 1 e� � d
, � T ST. SE x
ST ST O (Ji' PUBVC RIGHT-OF-WAYJ0]]q'P. ,\
SAN SAN
1M196g1®aM1" 5ry�" Bh9ty ; `ECorvc , 0�i
rol"l croNNECrro 9•L a9 M1q' ,p q acr[ wu.r q .
rulav-
?e
BM1 O 11
s, 2 Bh�I $ 0],9A FENCE g32.; 0,1
F a2Biz EA as +M1 +] lNv.(rv)= as4.Ji (s' ) uNrNowN D
ezJsoN(izagJ Hrvl sro dry. x cRAss
0 jcm.
x M1aO � 4y4y I
I
2 Cu BB �q.�i 4 hqi h1 woaoE a•
� 1 °0` i 0ary ]1 mnf Na ORArEvs BUiIXInG
000 Na IARx
" CURB `� ya
oR.v lN[Er T1 lrz'Urvlcr+ x0]]5] xlkh" ______Jx
rNv(I= Bz'�' (e�BRec)`. yo
E rnv(I-'1 (b� I j _ rANN
,(W)-so.,D a) I 0h
Jb RCP( E[)c5 sNows'B[lND r2 c) I .�," I CI Ru r�r .., . A x0Y
5 1 4 1 3
UTILITY NOTE
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY
INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES
THAT THE UNDERGROUND UTILITIES COMPRISE ALL SUCH UTILITIES IN THE AREA,
EITHER IN-SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT
WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT
LOCATION INDICATED ALTHOUGH THE SURVEYOR DOES CERTIFY THAT THEY ARE
LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE
SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. INDIANA
811 ONE -CALL PUBLIC UTILITY LOCATE SERVICE TICKET NUMBERS 2208245464,
2208245521, 2205245564, 2208245576, 2208245601, 2208245623,
2208245650, 2208245747, 2208245771, AND 2208245813 WERE ISSUED FOR
THIS SITE.
PRIOR TO ANY EXCAVATION FOR UNDERGROUND UTILITIES, THE CONTRACTOR
SHALL EXPOSE AND VERIFY LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL
EXISTING UTILITIES INCLUDING BUT NOT LIMITED TO GAS, WATER, AND SANITARY
SEWER. ANY CONFUCTS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER
AND THE APPROPRIATE AUTHORITIES.
57
H
G
O
w 6
2 a
O
VICINITY MAP
QfpA8l9.J1
/Nv(EJ= eJa.az (e- Irv) uNxNa7 (12N Cnav ]q?yo 00 s%wr 0 NOT TO SCALE
r n � i raen) —s, (u' G
q1 I 0
0" try
W W W W e W
I B"0
i
B e0a0iy`h map" �1:a �q50 a° °�
1 M1 B 10 / ASRNA[r h 5 4 (srArva/+e wA/ER No RiRts wsie[E) Survey Cert�cation
STD 1` I, the undersi d, here certify that to the best of professional knowledge and belief
"0 05 gn represents by Y mY sta 9e
a0 Be the within plat ti topographic survey of the real fate shown or and/or hereon.
Rt� ]06 Bap 0"0']h Ba The lure, size and location of utilities shown r this plat are per plane and/or locations
off-E 0" provided by the respective utility companies or their representatives together with field
observation as further noted hereon. The topographic data was gathered using standard
�1 0 F 039q+ 0 ]9 0] 09 ¢ 1 Ba/N uw radial surveying techniques with n electronic total station and data collector and/or using a
hCS
_ q a[ A p° : "o o Global Poskioning System (GPS). Contour are plotted based upon interpolation of -pot
]qb y] 0 0 a1A01 Ory3 lev I ns shown hereon and am accurate to generally ithin one half contour interval. The ~ V
rvAN qe o° o] o 1 rO a field work for this s a rforrned on September 22, 202.2. 3�y 14+ 0a 0 By IB" gyp. Iw� 00p01 survey was perNG
The us r of this topographic survey is cautions to consider that all natural surfaces a V
oo+ I�.,y Bro aubjecteto vertical ,;Tent due to the effects of environmental and mechanical factors o Z F
-w0"' �tth1 BBc°' soil properties. The ospot elevations and the interpolated contour lines depicted hereon am 4a
Depresentative of the surface of the site ona r the date(.) the field vey was p.,arm.d.
Changes in surface elevations varying up to 0.5 feet after the date of the survey may be
n possible without any oW.u. visible indications. Therefore. it is recommended that the surface f� V
x : VTBM�1 = 84248 elevation. of this site be ver'died prior to c etruction and that any significant discrepancies to C
0� 00q x0"B ASFvsa[r be reported to the engineer for evaluation. The surveyor is not responsible for estimating o I I O as
j I z-surer 0"0`� aewunting for any vertical vananeee caused by such environmental or mechanical inf ueneear \ O E � a", 1 BUIIXINGE 2 � U T7 n
8 IYI 1 '� C �` 01
J\ \\ I 0a 1 0 9 / G J \ T 1 ,
�\ (1 J�..un.'.'„O,"\ ii ui W C
rrAlR \ �.i�{\P�c15Tfq�0'�✓p
Tyler J. Thompson ii N0.f'y 1 1 y n
14 al oq Br° Registered Land Surveyor No. LS21400G08 214Nia�/�
606 '
r October 28, 2022 1 0"+,tthompsonmcecinc.cOm, STG B�\ e° 2 v9" prepared by Tyler J. ThomPaon '��O"+;Ni- BJ144r " ° " a°De arri m. sneer the me- far So
pen- perjury, that I have taken t nobe care to redact each Social Security u ber is
in this document, unless required by law. Tyler J. Thompson W O E
LLI
\\I 2 A—00TBM#2: CUT 'X' ON THE NORTHWEST BOLT OF A HYDRANT LOCATED IN THE G G
./ SOUTHEAST QUADRANT OF THE INTERSECTION OF SUPPLY ST. AND 1ST AVE. SE LU LU
01 h9j1 ABP 9�1 B�]al 6` B]"?0 , f2'ALLEY 00"x 01 __11-µ' Aggx K'- 0�w' \O x0]q\K' EDGE of.4fmA[i' bq /A 0"EUIEV. - 844.88 GC
I I
el
D 0M109 i z li I �� \ I a]ae - _ s ' °"10 TBM 3: CUT 'X' ON TOP OF A CURB INLET LOCATED IN THE NORTHEAST d d Q
Bh I i r 0]a' GRASS qa qo- q5 q1 y1 A Bp0' 0"+�+ QUADRANT OF THE INTERSECTION OF RANGEUNE RD. AND 1ST ST. SE. O O
0�"1x0"+I ELEV. = 830.11 LU LU Q
2 / Mro "q ' 09 5� fifi OByO RARN \ sAAP50a UGC �x� fix" ]9 I x 0"+ a"+ �! LLl Q_
/% eQr 3 a010 0 0]y'" LU LU
o 'S I �' >5� x]ae0;xi �)y' oy`�h1�00"]11e]'1 wA[t Bx •�'I^ 1 LEGEND: Q Q
W J Z
I1' EXISTING PROPERTY LINE J W
'W 1 070 B00 1i yq T eurC[ "5 /hy1 Q J
-------- 870------- EXISTING INDEX CONTOUR U Y Z W
W U I�ya T cRAss Ba ° mvERm 11' I -------- 871-------- EXISTING INTERMEDIATE CONTOUR L) Q
= IV 5 9h iy0 ® 0]q' a"+ roRCN �� W
V m ]M1 0 IB]°' EXISTING CHAINUNK FENCE LINELU O G. C.
By h J gM1gy9 j 1 y1. ?' / 9
9, I \ 0 'j RaLPWO nEG r 0] 0A+ 9� Sax+ b Z oo o Q sq ] Brye�q pi h5 I \ 0 q]' +` 0"+0� � � EXISTING IRON FENCE LINE m N
5 \ a" �Pe"° ?°> R"' (�
�gns]g0x� °� Q C)� EXISTING GAURDRAIL O J 0
I
h C sroRw wArv//aE j \\ 03a 0`'B 3 I 0a S / D W EXISTING WATER LINE r' W
V 2
rGR_ 818 8(UO GrUCRJ I x hatr 5$ Ba 4 0] �[ x& a' m
i
+0 x II le' [n 0]]09q y;J � --= 9 e �0 0�6° x:
1+] 0]1 �h 0 / �z�� � No RARxi � 4 0° 6"y ]] T EXISTING UNDERGROUND TELEPHONE
\
lNv(N1_8,9.9e (J6'RCl `r I SAN I 6 +I h°+_____________________________., e] 0]1 II 1q it 2 h ap FO EXISTING FIBER OPTIC LINE V N 0 x OBI' 0]. J'Jt a ;b 0 1+1 _j Q
,nla] e r B °t-- Gn+ES[ ]5 J 0" ? h a UG-E EXISTING UNDERGROUND ELECTRIC J U
sanrr' uwNaE �'ti� cpvNEc 0° I I xu51 T h Ba 5° � I I .4 J GRA88 igpl_ a"
6 q.+ I g]' 6 y r�iR\\ .1. �0 OH-W EXISTING OVERHEAD LINES
R/v(El= 8136� (4' NI Bry00 j ] ix a] fi?1yM1 0] 11 / S9
/Nv(N)- Bza.Jz (B' uc 1 0M1 I 9 I F\ �I li 09" 9"x I 0]epi s�' -' 09 ]a h ay SAN EXISTING SANITARY SEWER LINE
II ry x,1q I �a� I ; O II(0] : ' X,O+° II rya x 0"+ 0"+ q 0 ?h 11 01 CS EXISTING COMBO SEWER LINE ' F y
ASRNur m ms a4a�'60`b m 1 �r ; r �,�9] ST EXISTING STORM SEWER LINE () r n Q
gM10 0ry9"y'o 9] ro '� An 0Rs 0 fi 9 - y 19 BI;+ C EXISTING GAS LINE
6^ 6+ EXISTING TREE LINE
6
y i0ry09fi /\, asvBa[ N x 0 TBM }
11 5 q W
9x # jr( —r ❑ET ELEC. LIGHT POLE, PULL BOX, POWER POLE, UTIUIY
cuRe c cu e I j t T 0°06 E 9 ,s' W xa� i fi fi e"+aM1 A��Nur POLE, GUY WIRE, ELEC. TRANSFORMER � ..
H' 9
R NaNc ItiwABsj x3 I T 0'r A. vrutr 051h 0 a]_W 65 0"+ a" 6c GAS VALVE, GAS METER, GAS LINE MARKER D m b
14M1 I 01 hh I Oa ' 0� OH �' 0� rypi M1� f0 m
Bh°ly] ]+ 05 i h 1 Ewx16a 0° i 2 0+ 1" 10 ®� g tl Q WATER MANHOLE IRRIGATION CONTROL BOX WATER TM WATER METER, 3 w
` M1 ' S� Il xy W W 1 16. 0- 9"+ '^ FIRE HYDRANT, �N VALVE, FIRE DEPT. CONNECTION, WATER VALVE V
pI M I 05 t 00 0H' OH' I Bcy] o x
0] yr x]0. ' 1 a"' 1h 0"+ OE ELECTRIC MANHOLE, TELEPHONE PEDESTAL, CABLE PEDESTAL,
+a x M1 I q C 1 FIBER OPTIC PULLBOX a
x0� ,,a0, BEEHIVE INLET, CURB INLET, RECESSED CURB INLET, DOWNSPOUT,
---------------------------839-------� ; 90 q0 OB ]] Bp+"?' 0° 0" BctiO SQUARE STORM INLET, CIRCULAR STORM INLET, DRAINAGE MANHOLE m -
M1 . 0g"
1 a 0 O 5 C (S
l r r I
ap9 5"+ 0°+ O O UNKNOWN MANHOLE, CLEANOUT, SANITARY MANHOLE, COMBINATION MANHOLE ry
8 °' sr� � ]" li ,,�5 I 10 � OH.W _ �o--B40.____________.Bror �_ r
M1h x Bhq' I ayxi x05+' i%" I K aSVJ[a[r 0] !/x 9�q'r\+0°OB` 0'0 0� "p'B SUPPL YST. 918p1,' V0°+9 rrne_ J.1a ® J W
x 1 ��w0- uv(sw)_ BJa.Gx (6• vCPJ 7J ® • MAIL BOX, SIGN, AIR COND., ADA SYMBOL, BOLLARD 0. 0
1 T q+�' 1 OH'W .,� +'x0"O' p°+ a JO' PUBLIC RIGHT-OF-WAYx_ ASNu[r hh 0
r \ /
000 B h° By. ( 1 y" ( rNwARDnowJ ® T ® PARKING METER, TRAFFIC POLE, TRAFFIC MANHOLE, U
'p aq 10"'+Bfil 0] i I a 1 1] 9M1 91 0' 0"+ a°+ n, x ~
03"fat, 0p0. B"o $p. BA+ 0 p" hy" ® DECIDUOUS TREE, CONIFEROUS TREE. BUSH �w
Ssry Be +9 y5 a0" 0" ry 10 ea"`' / a, ea h1
.j i
n x Jo81.4o EXISTING SPOT ELEVATION
y /' TBM�f2 - 844.88 w
h A a0i:9� 90°05 "T+q I q DRAWING NO.: ¢ ¢ ¢ A
SCALE IN FEET 71
I ' ' TOPO
Knowwhat§ below.
0 20' 40 �Bll beforeyou dig. SHEET 1 OF 1
B 7 6 5 4 3 2 1
H
I
NORTH
I
OLD T0MN
ACOULSTDOWS� LLC
ARCEL NO. 002i1 16-09-15-16-02-01Q
1ST
COORDINATE INSTALL16WIRP1196
WITH CARMEL ENGINEERING DEPP
STD
SAN �Srii
CARMEL REDEVELOPMENT
QwM/SS/ON
PARCEL NO.
16-09-25-16-0Yi "..000
F — _—
GRAAEZPARM AEDEYELOPMENT
COMMISS/O .
1 25�-16-03-005.801
I I I
I
I
E apvrp� LLCI I
PARCEL NO.
16-09-25-m6 aY-0105.6010
I
CARAFE COMM/SS/0N
PARCEL NO.
16-09-25RE-16-03-006:000
— — �CARMEL REDEYELOPA/EM
PARCEL NO.
16-09-25-16-03-005801
— — 0W9ECFEDEVa5PMENT
COMM/SS/ON
PARCEL NO.
007.000
/ AA OES/CAI CENTER, C
P NO.
1 09-25-J6-03-OD7. I I
�GWM�OPMENT
COMM/SS/ON
PARCEL NO.
16-09-25-16-0.T-007.801
ANONAN DESIGN
CENTER, UC
PARCEL NO.
16-09-25-16-03-007.001
CITY OF CAMEL
C/7Y OF CARMEL
V
104
108
112
TOWNHOMES
7-UNITS
FFE = 842.25
116
120
124
128
I ADDITIONAL CITYIOF CARMEL NOTES:
I GENERAL NOTES:
1. CONTRACTOR S L PROTECT THE EXISTING CITY DUAL DUCT BANK N 1. EXISTING CONDITIONS AS DEPICTED ON THESE PLANS ARE GENERAL AND
THE RIGHT —OF— W V. IN THE EVENT OF CONFLICT WITH THE PROP ED ILLUSTRATIVE IN NATURE. IT IS THE RESPONSIBILTIY OF THE CONTRACTOR TO
IMPROVEMENTS, R OCATION OF THE DUAL DUCT BANK AND ALL EXAMINE THE SITE AND BE FAMIUAR WITH EXISTING CONDITIONS PRIOR TO
BIDDING ON THIS PROJECT. IF CONDITIONS ENCOUNTERED DURING
ASSOCIATED/APPU NAM/ANCILLARY ITEMS SHALL BE THE SOLE EXAMINATION ARE SIGNIFICANTLY DIFFERENT THAN THOSE SHOWN, THE
RESPONSIBILITY 0 THE DEVELOPER SUBJECT TO REVIEW AND APPR VAL CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY.
BY THE CITY.
I
2. THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR
COMPLYING WITH APPLICABLE FECAUI, STATE AND LOCAL
R THE
TOGETHER WITH EXERCISING PRECAUTIONS AT ALL TIMES FOR THE PROTECTION
OF PERSONS (INCLUDING EMPLOYEES) AND PROPERTY. R IS THE SOLE
RESPONSIBILIN OF THE CONTRACTOR AND SUBCONTRACTORS TO INITIATE,
p
I E7LUE&RO PARK
PRCPEMXSE U
PARCEL NO.
16-10-30-03-02-005000
— —
MAINTAIN AND SUPERVISE ALL SAFETY REQUIREMENTS, PRECAUTIONS AND
PROGRAMS IN CONNECTION WITH THE WORK.
3. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER AND
OWNER'S REPRESENTATIVE FOR ANY AND ALL INJURIES AND/OR DAMAGES TO
PERSONNEL, EQUIPMENT AND/OR EXISTING FACILITIES OCCURRING IN THE
I COURSE OF THE DEMOLITION AND CONSTRUCTION DESCRIBED IN THE PLANS
AND SPECIFICATIONS.
4. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL CODES, OBTAIN ALL
— — APPUCABLE PERMITS, AND PAY ALL REQUIRED FEES PRIOR TO BEGINNING
WORK.
IT
V
6
Z
O w
N a
>
W
y-
W
SHALL WORK PERFORMED BY THE CONTRACTOR SHALL CONFORM TO THE LATEST
3
REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT.
6. CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION SET
FOR OTHER PERTINENT INFORMATION. IT IS NOT THE ENGINEER'S INTENT THAT
ANY SINGLE PUN SHEET IN THIS SET OF DOCUMENTS FULLY DEPICT ALL
WORK ASSOCIATED WITH THE PROJECT.
7. BEFORE INSTALLATION OF STORM OR SANITARY SEWER, OR OTHER UTILITY, THE
--—CONTRACTOR
JEDEITRAN
SHALL VERIFY ALL CROSSINGS, BY EXCAVATION WHERE
NECESSARY.AND INFORM THE OWNER AND THE ENGINEER OF ANY CONFLICTS.
THE ENGINEER WILL BE HELD HARMLESS IN THE EVENT HE IS NOT NOTIFIED
OF DESIGNCONFLICTS PRIOR TO CONSTRUCTION.
DE
I GENERAL SITE LAYOUT NOTES:
SE ENT
T _ I 1. THE CONTRACTOR SHALL CHECK EXISTING GRADES, DIMENSIONS, AND INVERTS C)
C4MRSE14 ROSEW G
PARCEL NO.
16-10-30-03-02-OL6:000
GEASCOCK, W/LLLAM D JR B
REBECCA H&W
PARCEL NO.
16-1
0
-30-03-02-008.000
IN THE FIELD AND REPORT ANY DISCREPANCIES TO THE OWNER'S
REPRESENTATIVE PRIOR TO BEGINNING WORK.
H y
2. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL EXISTING
w O
fA N
y
UTILITIES, INCLUDING IRRIGATION LINES. TAKE CARE TO PROTECT UTILITIES
THAT ARE TO REMAIN. RELOCATE EXISTING UTILITIES AS INDICATED, OR AS
NECESSARY FOR CONSTRUCTION.
L��CC6
I
3. PROVIDE A SMOOTH TRANSITION BETWEEN EXISTING PAVEMENT AND NEW
PAVEMENT. FIELD ADJUSTMENT OF FINAL GRADES MAY BE NECESSARY.
O a
INSTALL ALL UTILITIES, INCLUDING IRRIGATION SLEEVING, PRIOR TO
NSTALLATION OF PAVED SURFACES.
S
I
O W
4 SITE RK CON RETE K SHALL HAVE A O(4,000 OM FINISH
AND SSHALL
S RFACES.
\
U E
ALL SITE WORK CONCRETE BE CLASS APSI O 28
DAYS) UNLESS OTHERWISE NOTED.
1
C
ILy�
E. ALL DAMAGE TO EXISTING PAVEMENT TO REMAIN WHICH RESULTS FROM THE
11
y
C7 GG C
CONTRACTOR'S OPERATIONS SHALL BE REPLACED WITH LIKE MATERIALS AT
THE CONTRACTOR'S EXPENSE.
1
d n
n
6. SITE DIMENSIONS SHOWN ARE TO THE FACE OF CURB, OR EDGE OF
PAVEMENT UNLESS OTHERWISE NOTED.
WIN
Y1
}Oi
7. CONTRACTOR SHALL MAINTAIN ONE SET OF AS -BUILT / RECORD DRAWINGS
U4 i n
ON THE DOB SITE DURING FOR TO THE OWNER
M
't
N COMPLETION.NTION
AND/OR OWNERS REPRESENTATIVEUUPOON
t
B. REFER TO THE ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONS AND
W Q
LOCATIONS OF UTILITY SERVICE ENTRY LOCATIONS AND PRECISE BUILDING
DIMENSIONS.
al
9. THIS SITE LAYOUT IS SPECIFIC TO THE APPROVALS NECESSARY FOR THE
CONSTRUCTION IN ACCORDANCE WITH THE CITY OF CARMEL. NO CHANGES
O
H
TO THE SITE LAYOUT ARE ALLOWED WITHOUT THE WRITTEN APPROVAL OF THE
�4
ENGINEER. CHANGES MADE TO THE SITE LAYOUT WITHOUT APPROVAL IS
(�
SOLELY THE RESPONSIBIUTY OF THE CONTRACTOR. CHANGES INCLUDE BUT
ARE NOT UNITED TO, INCREASED IMPERVIOUS PAVEMENT, ADDITION /
DELETION OF PARKING SPACES, MOVEMENT OF CURB LINES, CHANGES TO
DRAINAGE STRUCTURES AND PATTERNS. LANDSCAPING. ETC.
10. ALL PAVEMENT MARKINGS WITHIN THE PUBUC RIGHT-OF-WAY TO FOLLOW
INDOT SPECIFICATIONS.
— — — — - SITE LEGEND:
Z
PROPOSED LIGHT DUTY PAVEMENT
W
UCj N
PROPOSED HEAR DUTY PAVEMENT
G = 0 N
EL
Q
PROPOSED CONCRETE PAVEMENT
O 0 O
PROPOSED RIGHT-OF-WAY PAVEMENT
®
W X�CCIt
> Z
PROPOSED ADA PARKING SYMBOL, PARKING
o g BUMPER, SIGN, DETECTABLE WARNING STRIP
LLI Q
LLI LLI Z Z
PROPOSED SITE KEY NOTES:
0 a Q
J
DUTY ASPWLT PAVEMENT: SEE OETNL 218 ON SHEET 0801.
OMCNT
B HEAVY DUTY ASPHALT PAVEMENT: BEE DETAIL 217 ON SHEET C801.
O O V Z
/M�
OC CONCRETE SIDI W SEE CAMEL M. DRAWING 10-18, SHT. MO.
_
LL LLI
& —C SEE CAMEL M. ORAMNGS 10-18, 10-19 & 10-16 ON
cc Lu>
OCURB
SH
SHEET MO. W.
W Z M
OE STRAIGHT CONCRETE CURB: SEE CARMEL M. O WING 10-18. SHT. MO.
LLLu
OCO.—NCCUM & GUTTER; SEE CARMEL STD. DMWINGS 10-14 & 10-28,
G yA G
Lu cc
O DEPRESSED CONCRETE CURB & GUTTER; SEE CAMEL M. DRWWING 10-23,
O
O CITY OF 10-9. SHT. T-01 YMY PVMT. LOCAL STREET. SEE CARMEL STD.
C
UZ rV
OI CONCRETE PAVEMENT. SEE MAL 208 ON SHT. MD.
QM
OADA PARKING, SEE DETAILS 213, 214, & 215 ON SHT. CW1
M
O ccOK
4- WHITE PANTED STRIPE, TYPICAL
J
OFELL DEPTH SAWCUT - PATH &STREET REPAIR. SEE DETAL CAMEL STD.
NUMNO 10-11 SHT. —D.
O DETECT D WARNING VMS, SEE DUAL 211 ON SHT. Ml.
ON WHITE MERMO PVSTIC STRIPING
OO BICYCLE PMIWG/STORAGE INTERWL TO BUILDING: SEE ARCHRECTU A PUNS
(7 In
N m
=
L
O ONE-WAY 0fl1— PEPPQIDIWWiY CURB AMP; SEE DETAL 211 ON
SHEET CB01.
O TRASH & SWITCH GEAR ENCLOSURE, SEE NtC1111ECNML PEWS
OSTEP(S) (1YP—); SEE DETAL 219 ON SHEET C802; SEE GRADING PLED SHT.
C300.
CUNCI E CUM ISIPND; SEE GRADING PLED SHT. C300; SEE CARREL M.
OS OWWING 10-16 SHT. C800; MODIFY TO CIP CONCRETE MR COMPLETE ISIAND
AS SHOWN.
O CON01= RAMP; SEE GRADING PVJi SHT. C300; SEE DUAL ON SHEET U01.
OBICYCLE PARKING; SEE OETAL 223A & 2238 ON SHEET DE02.
?
5
m
OV HAF TREE GRATE; SEE DETAIL 2U ON SHEET C803.
CL
3 U
OCOMMERCIAL DRIVEWAY: SEE GRADING fl SHT. C300: SEE CAMEL
STD. ORAWING 10-22 SW. MO.
SC07T, ,KHAN D 7RU57EE OF
JONN D SCO77UHNC TRUST ♦vri4•::>�,..
PARCEL Na 16-10-JO-03-02-002
F
1 I �
SCALE IN FEET
Knew wears DeIOW.
CaIIDBfomyou 0 20 40
H
G
F
E
B
O
g
��rc;G\STERF Si�
No. PEI1800753
$
5
Qoa�
¢
STATE OF '� a
D/DIANp •'A�":
SS%ONAIE 'o`d�`
DRAWING NO.: A
C200
I � 06128g2023
SHEET 4 OF 29
GENERAL GRADING NOTES:
1. CONTRACTOR SHALL STRICTLY ADHERE TO THE EROSION CONTROL MEASURES
PREPARED FOR THIS PROJECT.
H 2. EARTHWORK SHALL INCLUDE CLEARING AND GRUBBING, STRIPPING AND H
STOCKPIUNG TOPSOIL. MASS GRADING. EXCAVATION, FILLING, UNDER CUT
I I
I I I I I AND REPLACEMENT. IF REQUIRED. AND COMPACTION.
3. CONTRACTOR TO REFILL UNDERCUT AREAS WITH SURABLE MATERlA1 AND
NORTH I I I I I I COMPACT AS RECOMMENDED BY THE CEOTECHNICAL ENGINEER.
4. PLACE TOPSOIL OVER THE SUBGRADE OF UNPAVED, DISTURBED AREAS TO A
DEPTH INDICATED ON THE LANDSCAPE PLANS (8" MINIMUM). PAVEMENT
SLOPES ACROSS ACCESSIBLE PARKING STALLS AND ADJOINING ACCESS O
AISLES SHALL BE MAXIMUM 2%. V
5. ALL SLOPES SHALL BE 3:1 (HORIZONTAL:VERTICAL) MAXIMUM UNLESS NOTED R a
CITY OF CARMEL I CRY OF GIRMEL I COMM I I OTHERWISE. -
I RE7 EYELOPA/ENJ I REDEVELOPMENT I &ZAE&RO PARK I z¢
828.65 ME 828.65 ME ASTA7`�A7 REAL COMMISSION COUMS9/ON PROPER77E$ LLC 6. ALL AREAS NOT PAVED SHALL BE STABIUZED IN ACCORDANCE WITH THE O w
FARCE, M2LLC EROSION CONTROL PLAN, UNLESS NOD OTHERWISE. 0,
OLD TOINV PARCEL AQ PARCEL NO. PARCEL NO. PARCEL NO.
ACOI/LS/1/ONS LLC I 16-f0-30-03-Of-am..LW - - - 16-10.30-03-01-008000 1B-f0-30-03-Of-007.000 16-10-30.03-02-0050010 7, ALL EXCESS SOIL MATERIALS SHALL BECOME THE PROPERTY OF THE LU
RARCQ /VO. OOOJI e _ _ _ - - - -
16-09-15-16-02-01Q - 28'99 _ - - - ilk - � � � � \ CONTRACTOR UNLESS OTHERWISE DESIGNATED SMALL BE REMOVED O H E
829.. M.IIA:a`o CONTRACTOR AND DISPOSED OF OFFSITE AT NO ADDITIONAL COST TO THE
G - - - - - c'lOINf'TB-BIRO" f ce`1`q OWNER IN ACCORDANCE WITH ALL LOCAL AND STATE CODES AND PERMIT G
>ST ST. SE DIRT AR6 I W W \ W �� W W REQUIREMENTS.
29.21 ME I RO�J11N CONTRACTOR TO I _ _ \ \ �
(J3' Pt MCf/T-OF-IMIn '829.26 j� - - M 0i COOR TE FINAL LOCATION. \ \ 8. CONTRACTOR SHALL PERPETUATE ALL DRAINS AND TILES ENCOUNTERED
829. 829.45 ME / _ - "1 - T - -- - - -
8291 _ gME OR DURING CONSTRUCTION. COORDINATE WITH ENGINEER OF RECORD
831.38 \ pp I REGARDING THE CONNECTION TO THE PROPOSED STORM SEWER SYSTEM.
ST ® ST 829.15 9.95 TR_829.92=831.85 BS 832.15_ \ 832JS2 833.5]� 835.74. -83822 836.9s 83753 4
SAN 5 SAN- 831.61 fi5 _ _ S7 9. STORM STRUCTURES RECEIVING SUB -SURFACE DRAINS (SSD) SHALL HAVE
828.82 BOTH ONNECTIONS CORE DRILLED. T OR Y BLIND CONNECTIONS ARE NOT
• 83255 8x.00 - , , f• (_� ALLOWED.
"'- �82&62 f6 n 30.33.' a 832 05 833.50 ° 8x.12 ° • ° � 83834 7 ] � - - - - -T
I'828.43 ME / 1 _5- - H E I 10. ALL STORM SEWERS LOCATED WITHIN THE PUBLIC RIGHT OF WAY SHALL BE
-- 0 65 %° /� I OWNED AND MAINTAINED BY THE CITY OF CARMEL AND WILL REMAIN PUBLIC
3 63aes
- - - D �I 832. 832.82 i UD 8 a 8x.30` / 1 Bx.]4
I/ 88 { 833.80 836.W gg 11. ALL STORM SEWERS LOCATED OUTSIDE THE PUBLIC RIGHT OF WAY SHALL
829.28 - fm 837.39 / - 833.84 •- BE PRIVATE.
830.38 832� � 83481 � 833.14 : 8
CARMEL REDEVELOPMENT 2 I I a„ 8303 /� / 83422 8W.72 / >`' / /j j04 842.251FF 1 I Cs
COMMISSION e` I I e33.]z g}zgg 4o.is Bs ADDITIONAL CITY OF CARMEL NOTES:
PARCEL NO. II ° G G 3 / 837.10 837.5z I"I a
834.98 '. I I 1 - 1. ST EARTH RMANAING NTTNNY MAY COMMENCE WITHOUT AN APPROVED
16-09-25-76-aY-005.000 I I II I / g}e,g0 // I I I SfORMWATER MANAGEMENT PERMIT. N
82H 4] i --M BA I m"' SA I IA y / 83&15 .4B 2. THE MINIMUM FLOOD PROTECTION GRADE (MFPG) SHALL BE THE HIGHEST e
F 828.]a •° '� I /83].85 OF 2-FEET ABOVE MAJOR FLOOD SOURCE OR MAJOR FLOOD ROUTE; z F
I eaTss t` -
829.3 I `P < I N 8x.01 $ I W 84225 1 I 1-FOOT ABOVE THE LOCAL FLOOD SOURCE. THE MINIMUM LOWEST
(m IUO ADJACENT GRADE (MLAG) SHALL BE THE HIGHEST OF 2-FEET ABOVE _
CAR REDEVELOPMEM O 0 JIO / ].85 40,75 B5, I MAJOR FLOOD SOURCE OR MAJOR FLOOD ROUTE; 2-FEET ABOVE THE R 0
Z I Bx.51 835.14 836.25 / &T7.1J 83].85 pO
COMMISSION &T3.82 $ 8x.01- -Bx.94 I 835.75 838.8] SPILLWAY ELEVATION OF THE DETENTION FACILITY; 1-FOOT ABOVE THE W 6 e
PARCEL NO. I m - LOCAL FLOOD SOURCE OR LOCAL FLOOD ROUTE. I 00 C O
16-09-25-16-O3-0R5.B01 I I I I` - I I
N I Bx.83 835.52 I 838.33 \ 831.21 1 84225 FF '59 GAMPDELL, RoeERT G 3. PER THE CITY OF CARMEL STORMWATER TECHNICAL STANDARD MANUAL \ V y n Eo x.85 I 834.13 835.02 I 835.83 \ 836.]1 V37.65 PARCEL NO. SECTION 102.02 XI ALL STORM SEWERS WILL BE PRIVATE.
�6:C
I I 16-10-30-03-02-000 1 '�
112 S 1 4. PROPERTY DOES NOT UE WITHIN A FEDERALLY DESIGNATED FLOODPLAIN 1 ' G
840.75 BS ACCORDING TO FIRM MAP PANEL NUMBER 18057CO205G DATED
I j A 837.77 I I n/19/zo14. O r o
I S.
THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN 1 p n
83&b \7-lJK1ITS I I SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL.65
1 N Y1
/ 82895 837.90 FFE� = 842.25 I APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED
834w / \ `5 .. I DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES ORDIFFICULTY AND WILL REQUIRE
FIEL
MIS 116 842.25 a35 B5� I APPROVAL FROMMA DESIGNA DOREPRESENTATIVE OF THE (OR CITY OFD
DCARMEL i4 fA M 838.02 T; I I IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN p
\ I / a EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A is t
E I J I I 0,"AULTI-USE BL!�^;_DING y d- 4.98 - I 3 - `� \ REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE W O E
PARCEL I I I' I 0� 3-$TO f 0� \ \ I° I OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED IAi
18-09-25-1B-0J-0105.BO10 Z I 828:92 / \ 83&85e] AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR p�
N I \ 83&15 8+2 FT OR AT FULL f1AW CAPACITY) FFE _ �35.00 - \ ( ITY) SHALL REWIRE AS -BUILT C
m 0 829.00 LL 120 I e CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING .N 00
�'\ y' \ w 941.25 es \ THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS -BUILT EACH SECTION
82B.73 I / / e - / ml2J; \\ 3 I OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPUANCE WITH V
• I I I / THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL.
I S. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SMALL BE
834.31 83&10 - I RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE WITH
PROPOSED
REQUIRED
/ FOR ROAD PROJECTS THAT RESULT IN CONFLICT WIH PROPOSED
- - GIRMEL REOEY£LOPMENT i 84225 Fi �- 40'90 - - - - DEVELOPMENT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO
I I ! a ,gg 124 \ 841.25 f15 RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRES TO BE
COMMISSION y I \ \ II B16 BS z g}4� / y 838.52 \ ) I RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
PARCEL NO. \I 7. ALL IXISRNG PERIMETER ROAD DRAINAGE STRUCTURES AND BRIDGES
76-09 25 16 03-006.000 I _ a I I,'/ 15' W ROP ED /�1 Z
EDENT ACROSS THE FRONTAGE OF THIS DEVELOPMENT ARE INDICATED ON THE
�CARMEL REDEI FLOPMEM / r�/4 �838.15 41•141 I PLANS. PROVISIONS HAVE BEEN MADE TO IMPROVE OR REPLACE ANY
COMMISSION / I / / / _ __ 838.65 - -! I DRAINAGE STRUCTURES AND BRIDGES AS NECESSARY OR AS REQUESTED W LU
PARCEL NO / 82D.03 J.Y - a' / / r 1 BY THE CITY TO ACCOMMODATE THE PAVEMENT WIDENING, AUXIUARY Cc N
16-09-25 16-03-005.801 / Ij / % / '� Ct 3 938.77 .90 128 84223 FF e_41.25 68 1 I I LANES, MULTI -USE PATH, AND ANY OTHER REQUIRED IMPROVEMENTS TO G N
D \ / 'n / 88 I 935.15 936.17 83722 939.22 \� / \ I THE PROPERTY OR THE ROADWAY. THE COST TO IMPROVE OR REPLACE
2 / I / 1 \ ANY DRAINAGE STRUCTURES AND BRIDGES WILL BE BORNE BY THE Q --�Mf COMM'SE'Lf�PMENr \ I / / +85 635.05 8x.85 835.67 - 111.72 837.72 838,E `J 2 \ DEVELOPER. O 0
COMMISSION I h / C) / 834.65 837.84 ;
PARCEL NO. / $ / 839.40 �' I J W O
007.000 11 / O TI` I ° • a3&90 --� I �I I I 8. DAMAGE TO THE EXISTING RIGHT-OF-WAY SILLLL BE RESTORED/REPAIRED W X Cc
•q ax. •ex.4} --0 ( I TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. > Z
Lj° 841.56 I THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WTH LLI Q
1 34.98 Y�98 -a "l' %° I THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE W ` Lu
EIVAES/ON CENTER, C I I .85 T8 ) Fy/EXISTING CONDITION OF THE RIGHT-OF-WAY.ZZO.829.83 B8.5.05 1-16-Oi-007. I I W 82B.]3 34.98 (f r < 834.55 93s.88 ex.]e/ 838.10 - - I 9. ALL PAYING WITHIN HE EXISTING AND PROPOSED CITY RIGHT-OF-WAY J Q a J
2 �4'� 83970- - 841.83 4 SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF LLI Z
U - ex ss O ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF
I I ENGINEERING TO SCHEDULE A PR_ CONSTRUCTION MEETING TO RENEW J v Z
134 ea3.20 FF f THE DEPARTMENTS CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION C� Z
LL 83+.35 l ��� .a.�/ eat 70 88 ) REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE IJJ > Q J
OPMEM I pp' I .I I \ �3f / I Q WORK AND TO RENEW THE AUTHORITY OF THE DEPARTMENT AS IT
- PARCEL NO. I I 1' _ I Ic1 3 / I RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY. W Z_ W cc W
76-09-25-16-03-007.801 D U 834.55 123& GLASCOCK, WILLLAM D JR B
829.06 i. 8A320'FF REBECC4 HOW CC
r I I 839.95 / 841.68 10. ALL PROPOSED CURB CUTS. CURB CUT VACATIONS, STREET CUTS, AND J U) G
/NONAN DESIGN A MULTI -USE BUILD N 4.98 I gx 4S / PARCEL N0. LANE CLOSURES MUST BE SUBMITTED TO THE BOARD OF PUBUC WORKS W cc
CENTER, CCC •82&]8 - I L I 3-STORY / - ---_ -. I \,a - r"� 16-JO-30-03-02-008.000 AND SAFETY FOR APPROVAL. ♦1t E:)
PARCEL NO. 5 - I 1 1, II`= O Z
.\, C - '� 1 Wvl ro .70 641.7D BB 1 CONTRACTOR SHALL PROTECT THE EXISTING CITY DUAL K N THE T
n 76-09-25-16-03-007.0D1 I � ._ _ - FFF_ - 835.00 I ex.es m s3+�a � ® I \ � Z V
• a 1. DUCT BAN I
m8395B TOW vHOMES RIGHT-OF-WAY.
WAY. IN THE EVENT OF CONFLICT WITH THE PROPOSED V
IMPROVEMENTS, IN
OF THE DUAL DUCT BANK AND ALL Q
l • I - c1 3 I I UNIT$ I I ASSOCIAD/APPURTENANT/ANCILLARY ITEMS SWLLL BE THE SOLE 0
I 835.30 838.64 1 837.83 / AO.
RESPONSIBILITY OF THE DEVELOPER SUBJECT TO REVIEW AND APPROVAL
. II • - -a ' ,�/ - I 83'.14 I 83]ws� 838.88 83930 L- I M.,�, GARMEZ REDEY£COPMENT I 8a2z9esg II N ° - < - {I II I� II a •
.3
E80CITY.
esm839.32 839.95 142 BYTHLEGEND:
1e.20 BS
1.50
PROPoSED INDEX CONTOURg}871
es °N &T6.8ee &37.]a eCOMM/sSm
PARCEL NO.
J
m x
798 PROPOSED INTERMEDIATE COMOUR V
0- 16-09-25-16-03-00&001 / 84310 FF I 1.98 y .� ,_ PROPOSED DRAINAGE SWALE y m G
a}7.1s. 'I 9}938 839.71 9}9ss ------ .. ..
83].80 - -- - - - - PROPOSED GRADE BREAK
O /NLYAAN DESIGN l'• -.a L 1835.83 - 840.2O__J 842.0 BS
CENTER, LLC I I 830.10 d3480 a 834.55 1' 835T1383g 5] -j ®) 840� �2,� 7 PROPOSED STORM SEWER UNE
g PARCEL NO. I -- Bx.83 834.05 838.07 837.39 B}].9} 838.41. 839.03 84027 840.70 / I 841. 52
E 16-09-75-16-03-008.000 I gyg,gl • / 839.T/ 840.20 \ UD PROPOSED UNDERDRAIN
x.]9 83]91 I ... 839.99 840.I0' 841.02 \ 841.99 842.E
a BJ J 3y &T4.98 7 °r B3 840.80 841.53
G a}g,87 839.9I x-766.9D PROPOSED SPOT ELEVATION Z
\. 4EI413] OW B
&35 - PROPoSED CURB SPOT ELEVATION; TOP OF CURB
830.80 Iry`y 3 4
0 83 g3/ 836 83432-g57 ^.. 538 /� 839 840W.04--g}g,]0 ---- _ 840.08 gI0_46ti:, \ 841.e9 x1.e2 ' ON TOP, GUTTER ELEVATION ON BOTTOM d 3 U
_ _ 841.02
830.63.80 841.90841.32 ABBREVIATIONS: (} o
- - 830.13 830.3p Bx.81 831. 8 1 939.92 J 841'40 41 A2 ME I TC = TOP OF CURB Z ay
830.47 839A2 8/0.31 1841.99 ME BC =BOTTOM OF CURB
g a: % / 810.35 No.53 TW = TOP OF WALL 1py
- - - 824ME1
n a, - BW = BOTTOM OF WALL Q H
82130.47 _ m "� lAl ME 842.05 ME TR >• TOP OF RAMP fi
/NONAN DES/GN 8: O.SB ��-832. 835.18 �1 837�2] 810.00 ME 84011 ME ^810.T1 ME- _ �841.02 ME- _ Q - - - - - - - ME MEIR POAT�CHMOF IXISTINC P 0 j
CEN7EYZ LLC / 83- - - - B38.12 ME - /��
PARCEL NO. I 83&97 ,., 931.06 ��
16-09-25-16-03-0109.0001 LV= LAURA L JEnW7/K, 2ALYL4RY A h AMBER FIRW EATON, RO6YN A' ANI� RODERER JARS / SC07T, ,/a/N D 7RUSIEE OF
43.0_TI PARCEL NO. 16-10�30-O3-Of-015.000 PARCEL NO. 16-10-JO-03-01-OIJ.000 PARCEL NO. 16-lO-30-03-07-01A000 JONN D SCO77LMNC TRUST o 'OpS P J'
CONTRACTOR CI INSTALL NEW j PARCEL Na I6-10-30.03-02- (% �``Oi.••"'•"'.US°:
1 r
WALK AS SPECIFIED; VERIFY I / Z ` V�, �G\STEgF'•.,�i�� °z m
POSTING ELEVATIONS IN FIELD yyo�� - • -
S PRIOR TO INSTPLlATION
Ili I �832 I I / /j I I I I I STATE OF 1 e ¢ o a a
w A /
I I I I / '•?d°• 9/DIANP : �` DRAWING NO.: o < A
C300
ME ME I I ' SCALE IN FEET "!;10NALF-
I 1 1 191Dw9m91s6elow. "
Call before ud 0 20 40 1�j®�106182013 9FEET 5 OF 29
G
NORTH
C'"LZ
T099J
ACIX//SR10AC� LLC
PARCEL NO. OOWI
16-09-25-16-02-025.
>ST ST. SE
(JJ' PlA9L.0 Rw7/T-OF-M4Yi
HQ
2
0
CARMLZ RfZOFIaOPMEVr
COWM/SwON
PARCEL NO.
16-09-25-16-OJ-005000
E I 1NONN4 DESIGN
CENTER, LLC
PARCEL NO.
16-09-25-16-03-005600
CARMEL REDEIELOPAIENr
COMMISSION
PARCEL NO.
16-09-25-16-03-0060100
CARMEL REOEVELOPMENf
COMMISSION
D
PARCEL NO.
16-09-25-16-03-005.601
EVT
PARCEL NO
03 LN77.000
DESIGN CENTER
C
L NO.
1
09-25-16-QT-007.
CARMEL REDEV 20FIVENT
q
COMM
V. N
PARA
PARCEL O.
f6-09-25-16-03-007.601
y C
IN0NN4 DESIGN
CEVIER LLC
PARCEL Not
l'
16-09-25-16-OJ-007.001
CARMEL REOEI£LOPMENr—
COMM/SS/ON
PARCEL NO.
16-09-25-16-03-006001
#VONAA DESIGN
CEMW, LLC
PARCEL AIR
16-09-25- 16-OJ-008 000
IND" DESIGN
CENTER, UC
PARCEL NO.
CONNECT],
61.1.'�VICE
N
is
NECTION POINT
m
,J
,FINAL LOG ON �
J
MAN
.rrrrrJ �J�lJlrlrrss���✓r����✓r�����r
�.F.rrrrrrJ
r�.rilM+r�
41uCA
0
HR
104
Itl'
21 A
Pit!
_,1.�_ ,_' •,''F'
e+ ,
�Illllillllllp%i//./L''
��IIIIIIIIIIIIdILlllllllllll%%/'.A
d�'
_ _ _ __
�■TALI
■
�
I
L34
■
��138
TOWNHOMES
843.20
142
Iram
1
MUMWi��i���✓���N�
R ®'M—
✓EOAMZ/K, ZACN4RY A & AMBER H&W I E07N, ROB YN & M/KEE RLIDERER ✓IRS
PARCEL NO. 16-10-JO-03-0I-0IJ000 PARCEL NO. 16-10-JO-OJ-01-014..000
04MIFIIREU, ROBERT O
PARCEL NO.
16-10-JO-OJ-02-006.000
CUSCOCK, HILL 4M1 D ✓R &
REBECG H&W
PARCEL NO.
16-10-30-03-02-006.000
GENERAL LANDSCAPE NOTES:
1. ALL CONSTRUCTION METHODS AND MATERIALS MUSE CONFORM TO
CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL.
STATE, COUNTY, CITY, OR LOCAL REQUIREMENTS, WHICHEVER HAS
H
JURISDICTION.
2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND
ELEVATIONS IN THE FIELD PRIOR TO THE START OF
CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE ENTIRE
CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES ARE FOUND IN
THESE PLANS FROM ACTUAL FIELD DIMENSIONS, THE CONTRACTOR
SHALL CONTACT THE ENGINEER IMMEDIATELY.
w
3. CONTRACTOR SHALL MAINTAIN ONE SET OF AS-BUILT/RECORD
V
DRAWINGS ON THE JOB SITE DURING CONSTRUCTION FOR
L) o
DISTRIBUTION TO THE OWNER AND/OR OWNER'S REPRESENTATNE
UPON COMPLETION.
CC0,
-
Z p
4. NO CHANGES TO THE SITE LANDSCAPE LAYOUT ARE ALLOWED
WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER.
O w
W
5. CONERACTOR SHALL SUPPLY ALL PLANT MATERIALS IN QUALITY
AND QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING AS
U
SHOWN ON DRAWINGS.
w
CC
S.ALL MATERIAL SHALL CONFORM TO THE GUIDELINES ESTABLISHED
BY THE CURRENT •AMERICAN ASSOCIATION OF NURSERY STOCK.
ANSI Z60.1-2004•, PUBUSHED SY THE AMERICAN ASSOCIATION
G
OF NURSERYMAN.
7. NO PLANT SHALL BE PUT INTO THE GROUND BEFORE ROUGH
GRADING HAS BEEN FINISHED AND APPROVED.
B. ALL PLANTS SHALL BE PLANTED SO THAT THE ROOT CROWN IS
F
PLANTED AT GRADE LEVEL.
9. ALL PLANTS SHALL BE BALLED AND WRAPPED OR CONTAINER
o
GROWN AS SPECIFIED. NO CONTAINER GROWN STOCK WILL BE
p
ACCEPTED IF IT IS ROOT BOUND. ALL ROOT WRAPPING MATERIAL
MADE OF SYNTHETICS OR PLASTICS SHALL BE REMOVED AT THE
TIME OF PLANTING. TWINE OR ROPE SHALL BE REMOVED FROM
AROUND CROWN OF TRUNK TO PREVENT GIRDLING OF TREE OR
SHRUB.
10. WITH CONTAINER GROWN STOCK, THE CONTAINER SHALL BE
REMOVED AND THE GONTNNER BALL SHALL BE CUT THROUGH
THE SURFACE IN TWO VERTICAL LOCATIONS.
U
�.
11. THE DAY PRIOR TO PLANTING, THE LOCATIONS OF ALL TREES
~
AND SHRUBS SHALL BE STAKED FOR APPROVAL BY OWNER(S).
W N
12. THE LANDSCAPE CONTRACTOR SHALL REFER TO CONTRACT
SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
v
�
13. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE NEW PLANT
MATERIAL THROUGH ONE (1) CALENDAR YEAR FROM THE TIME OF
Z
ui
SUBSTANTIAL COMPLETION OF PROJECT.
14. IF THERE IS A DISCREPANCY BETWEEN THE PLANS AND THE
5, 6 r
PLANT SCHEDULE, THE PUNS SHALL TAKE PRECEDENCE.
15. CONTRACTOR SHALL REPAIR ANY DAMAGE TO PROPERTY FROM
1 O m
PLANTING OPERATIONS AT NO COST TO OWNER.
18. STAKES AND OR GUY WIRES SHALL BE REMOVED AFTER ONE (1)
YEAR OF INSTALLATION.
17. ALL EXISTING LANDSCAPING SHALL BE MAINTAINED DURING
'q �?
CONSTRUCTION. ANY MATERIAL DEEMED DEAD OR UNSATISFACTORY
mod•
'� n
BY LANDSCAPE ARCHITECT, WILL BE REPLACED EQUIVALENT IN
SIZE AND SHAPE AT NO COST TO OWNER.
1 1y EO n
18. IF PUNT SPECIES SPECIFIED ARE FOUND 70 BE UNAVAILABLE OR
NOT IN SUFFICIENT QUANTITIES AT TIME OF PLANTING, THE
CONTRACTOR MAY SUBSTITUTE SPECIES UPON WRITTEN APPROVAL
�y n
BY LANDSCAPE ARCHITECT.
ADDITIONAL CITY OF CARMEL NOTES:
a�
W 0 E
W
1. CONTRACTOR SHALL PROTECT THE EXISTING CITY DUAL DUCT
BANK IN THE RIGHT-OF-WAY. IN THE EVENT OF CONFLICT
WITH THE PROPOSED IMPROVEMENTS, RELOCATION OF THE DUAL
N
DUCT BANK AND ALL ASSOCIATED/APPURTENANT/ANCILLARY
ITEMS SHALL BE THE SOLE RESPONSIBILITY OF THE DEVELOPER
D
SUBJECT TO REVIEW AND APPROVAL BY THE CITY.
V
SCOTT, JONN D -
✓ONN D SCOTT LMNO l'•
PARCEL NO. 16-10-J0'-0J
A I
SCALE IN FEET
Knew wears below.
Callnefomyou 0 20 40
F-
zW
6Lj
MCI)
? 0 M
Q
W XF-CC1*
W W Z Z
�oCL-a
aoo�Z
U�IjZ—
wzwCCCCw
MWC
aNCCC
UZ rV
CCa
O�
J
�f No. PE11800753 � _ y Q o M
STATE
'�Po'•, MDIANP :'�`�"� WING
NO.: a A
""'F``nS510NA�E'o`d�s V / 00
,r7. 0612SI2023 SHEET 13 OF 29
S Rangeline Rd
Townhomes
LighƟng:
Rear garage lighƟng
Front porch and roof top deck recessed lighƟng
111 S Rangeline Rd
Townhomes
Materials:
Brick – US Brick – Olde Waverly Queen Size
Mortar – Logan Type N
Limestone – Standard Gray
EFIS and Siding Paint – Iron Ore – SW 7069
Windows – Black
Trex – Spice Rum
Porch handrail system – MaƩe Black
Standing Seam Metal Roof – Dark Bronze
GuƩers and Downspouts - Black Image below subject to screen and printer variaƟons