Phase 1 FINAL PLANS 07242017HAMILTON CO.
C L A Y
2627 25 30
31363534
6123
19242322
29
32
5
20
U. S. 31Guilford Rd.Keystone Pkwy.City Center Dr.
Main St.
E 116th St.
Carmel Dr.
U. S. 31
Main St.Keystone Pkwy.CERTIFIED BY:DATE
DESIGNED:CHECKED:
DRAWN:CHECKED:PROJECT NO. 16-ENG-22 & 16-ENG-32 - MONON BOULEVARD - PHASE ICITY OF CARMEL
MONON BOULEVARD - PHASE I
PROJECT NO. 16-ENG-22 & 16-ENG-32
DESIGNATIONSHEET NO.
HONORABLE JAMES BRAINARD, MAYOR
Know what's below.
before you dig.Call
R
APPROVED BY:DATE
CITY ENGINEER
Development ConsultantsTransportation &
WFH
LMC/RTB
TEN
TEN
FINAL PLANSJULY 25, 2017
DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME : TITLESHT.dwgDATE/USER : 7/24/2017 9:46 AM / Tybennett
BRIGHT HOUSE
3030 Roosevelt Ave.
Indianapolis, IN 46218
Contact: Jason Kirkman
Ph: (317) 632-9077
jason.kirkman@mybrightouse.com
AT&T
204 N. Meridian St.
Indianapolis, IN 46204
Contact: Jeff Rice
Ph: (317) 610-5438
jr2647@att.com
CARMEL STREET DEPARTMENT
3400 W. Main St.
Carmel, IN 46074
Contact: James Bentley
Ph: (317) 691-6725
jbentley@carmel.in.gov
CARMEL UTILITIES (WATER)
3950 W. 131st St.
Carmel, IN 46074
Contact: Steve Cook
Ph: (317) 733-2849
scook@carmel.in.gov
FIRST MILE
750 Liberty Dr.
Westfield, IN 46074
Contact: Jeff Lacer
Ph: (317) 569-2800
ZAYO BANDWIDTH
5200 E. 64th St.
Indianapolis, IN 46220
Contact: Ken Arrendale
Ph: (765) 506-0933
ken.arrendale@zayo.com
VECTREN
16000 Allisonville Road
PO Box 1700
Noblesville, IN 46061
Contact: Brian Harger
Ph: (317) 776-5534
bharger@vectren.com
CARMEL CLAY
COMMUNICATIONS
31 1st Ave. NW
Carmel, IN 46032
Contact: Todd Luckoski
Ph: (317) 571-2590
tluckoski@carmel.in.gov
DUKE ENERGY (Distribution)
100 S. Mill Creek Road
Noblesville, IN 46062
Contact: Bryan Streeter
Ph: (317) 703-0681
bryan.streeter@duke-energy.com
LEVEL 3
1025 Eldorado Blvd.
Broomfield, CO 80021
Contact: Tim Boykin
Ph: (720) 888-7280
WINDSTREAM
5020 Smythe Dr.
Evansville, IN 47715
Contact: Jeff Taylor
Ph: (309) 838-0788
UTILITIES
END CONSTRUCTIONSTA. 30+38.42 "M"
BEGIN CONSTRUCTIONSTA. 19+65.58 "M"
COMCAST
5330 E. 56th ST.
Indianapolis, IN46220
Contact: Scott Evans
Ph: (317) 752-6569
sevans@telecomplacement.com
DUKE ENERGY (Transmission)
100 S. Mill Creek Road
Noblesville, IN 46062
Contact: Jason Keenan
Ph: (317) 838-1513
jason.keenan@duke-energy.com
AT&T FIBER OPTIC
JMC Engineers & Associates
110 N. Main Street
Culver, IN 46511
Contact: Randy Retschlag
Ph: (574) 344-8076
rretschlag@jmceainc.com
Development ConsultantsTransportation &
CIVIL ENGINEER:CROSSROAD ENGINEERS, P.C.3714 SHERMAN DRIVEBEECH GROVE, INDIANA 46107317-780-1555www.crossroadengineers.comCONTACT: WILLIAM HALLwhall@crossroadengineers.com
STORMWATER:WILLIAMS CREEK CONSULTING619 N. PENNSYLVANIA STREETINDIANAPOLIS, INDIANA 46204317-423-0690www.williamscreek.netCONTACT: JIM RINEHARTjrinehart@williamscreek.net
LANDSCAPE ARCHITECT:RUNDELL ERNSTBERGER ASSOCIATES618 MARKET STREETINDIANAPOLIS, INDIANA 46202317-263-0127www.reasite.comCONTACT: PHILLIP ARDENparden@reasite.com
ELECTRICAL:THE ENGINEERING COLLABORATIVE2410 EXECUTIVE DRIVE, SUITE 100INDIANAPOLIS, INDIANA 46241317-636-3941www.tec-mep.comCONTACT: AARON BLACKFORDaaron@tec-mep.com
IRRIGATION:LANDTECH DESIGN8420 ZIONSVILLE ROADINDIANAPOLIS, INDIANA 46268317-870-2619www.landtechdesign.comCONTACT: JIM DAVISjim.davis@landtechdesign.com
WPO
N
TE
E.
SINTE E
T
RINENGEERA NDNI
LONA
O
EF
ISSI A
STATE OF
19700381
RGE DE RRT
PR
LEGEND
K Permeable Paver Pavement
(See REA - Site Layout Details - SD3.1 to SD3.13 for Details)
10'-0"1'-0"
2%2%K
TYPICAL CROSS SECTION A
STA. 24+91.24 to STA. 26+88.73 "M"
Line "M"
Varies
0'-6"21'-0"
Line "P"
10'-0"
2%
2%
K
0'-6"
MAX. 2%MAX. 2%
2%
1'-0"26'-0"10'-0"
2%K
0'-6"
MAX. 2%3%
2%
26'-0"1'-0"0'-6"
MAX. 2%
2%3%
10'-0"
TYPICAL CROSS SECTION B
STA. 21+21.26 to 22+91.10 "M"
STA. 23+88.10 to 24+01.24 "M"
TYPICAL CROSS SECTION C
STA. 27+61.80 to 30+16.42 "M"
0'-0" to 8'-0"Varies
Grade As Shown On
Profile - Line "P"
0'-0" to 8'-0"Varies18'-6"26'-0"
Proposed Monon Cycle Track
Phase I Limits Phase I LimitsPhase IB Limits
Grade As Shown On
Profile - Line "P-SB"
Grade As Shown On
Profile - Line "P-NB"
2%2%
Soil Cells(Refer to Soil Cell Plans for Limits, Locations andDetails)
Soil Cells(Refer to Soil Cell Plans for Limits, Locations andDetails)
2%
0'-0" to 8'-0"Varies18'-6" to 30'-6"Varies
0'-0" to 30'-6"0'-0" to 8'-0"Varies Varies
Soil Cells(Refer to Soil Cell Plans for Limits, Locations andDetails)Soil Cells(Refer to Soil Cell Plans for Limits, Locations andDetails)
Phase I Limits Phase I LimitsPhase IB Limits
Line "M"
VariesLine "P"
Grade As Shown On
Profile - Line "P"
Proposed Monon Cycle Track
Grade As Shown On
Profile - Line "P-SB"Grade As Shown On
Profile - Line "P-NB"
0' to 5'Varies2' to 7'Varies
0' to 5'Varies 2' to 7'Varies
0' to 5'Varies2' to 7'Varies
Compacted Subgrade
to 98% ProctorCompacted Subgrade
to 98% Proctor
Compacted Subgrade
to 98% Proctor
Compacted Subgrade
to 98% Proctor
0' to 5'Varies 2' to 7'Varies
17.91' to 26'-0"Varies
K1 Non-Permeable Paver Pavement
(See REA - Site Layout Details - SD3.1 to SD3.13 for Details)
BB
BB
B B B BC1C1CC
Stone Trench with
Underdrain (See
Construction Details
Sheets)
Stone Trench with
Underdrain (See
Construction Details
Sheets)
Stone Trench with Underdrain (See
Construction Details Sheets)Stone Trench with Underdrain
(See Construction Details Sheets)
C1K
C1 C C
2%2%
2%
B Sidewalk/Cycle Track/Landscaping
(See REA - Site Layout Details - SD3.1 to SD3.13 for Details)
C Curb, Granite, 12"
(See REA - Site Layout Details - SD3.1 to SD3.13 for Details)
C1 Curb, Granite, 6"
(See REA - Site Layout Details - SD3.1 to SD3.13 for Details)
2%
1'-0"26'-0"10'-0"
2%K1
4:1
2%
26'-0"1'-0"0'-6"
MAX. 2%
2%3%
10'-0"
TYPICAL CROSS SECTION B1
2%
0'-0" to 8'-0"Varies24'-6" to 30'-6"Varies
Soil Cells(Refer to Soil Cell Plans for Limits, Locations and
Details)
Phase I Limits Phase I LimitsPhase IB Limits
Line "M"
Varies
Line "P"
Grade As Shown On
Profile - Line "P"
Proposed Monon Cycle Track
Grade As Shown On
Profile - Line "P-SB"Grade As Shown On
Profile - Line "P-NB"
0' to 5'Varies2' to 7'Varies
Compacted Subgrade
to 98% Proctor
Compacted Subgrade
to 98% Proctor
B
BB
Stone Trench with Underdrain
(See Construction Details Sheets)
K
C1 C C2%
1'-0"
C2 Curb, Granite, 12", Flush
(See REA - Site Layout Details - SD3.1 to SD3.13 for Details)
A Sodding or Temporary Seeding
(See REA - Site Layout Details - SD3.1 to SD3.13 for Details)
Phase IB Limits
STA. 20+52.58 to 21+11.58 "M"
1'-0"10'-0"1'-0"
7'-0"2'-0"1'-0"
K2%
2%2%
Monon and Main Plaza Limits (By Others)Phase IB Limits
4:1 B
Stone Trench with Underdrain
(See Construction Details Sheets)
Compacted Subgrade
to 98% Proctor
Notes:1.See Detailed Grading Sheets for Spot Elevations and Profile Sheetsfor Additional Information on Profile Grades and Location of ProfileGrades.2.Refer to REA's Landscape Architecture Plans for Pavement, Curb,Sidewalk and Landscaping Typical Sections, Dimensions, Locations,Materials, Details, Etc.3.Transition from Typical Cross Section B to Typical Cross Section Afrom Sta. 24+01.24 "M" to Sta. 24+91.24 "M".4.Refer to Detailed Grading Plans (Sheets 12-17) and Site Layout Planand Details (Sheets SD3.1-SD3.13) for Intersection Grading andDetails.--Sta. 19+65.58 "M" to 20+52.58 "M"--Sta. 22+91.10 "M" to 23+88.10 "M"--Sta. 26+88.73 "M" to 27+61.80 "M"
Grade As Shown On
Profile - Line "P-SB"DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: TYPSEC.dwgDATE/USER: 7/24/2017 2:46 PM / TybennettTYPICAL CROSS SECTIONS
N/A
N/A
2W.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-
Sec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
CITY OF CARMEL
MIDTOWN CARMEL CAPITAL PARTNERS LLC
MATT AND RACHEL LLC
K & P PROPERTYDEVELOPMENT LLC
CYNTHIA L LEINHOS
NANCY B PHILLIPS
CARMEL CLAY HISTORICAL SOCIETY
TERRENCE M & JANE A FLECK
CL REALTY INC
R AND M BURGERS LLC
MONON & MAIN SUBDIVISION
CARMEL LOFTS LLC
OLD TOWN ASSOCIATES LLC
OLD TOWN ASSOCIATES LLCBRE II LLC
RAIDERSINVESTMENTSLLC
MIDTOWN EASTBLOCK I LLC
MIDTOWN EASTBLOCK 2 LLC
CARMELREDEVELOPMENTAUTHORITY
App. Exist. R/W
App. Exist. R/W App. Exist. R/W
App. Exist. R/W App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/WApp. Exist. R/W
App. Exist. R/W
App. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/WMONON TRAIL MONON TRAIL
MONON TRAIL
MONON TRAIL2nd ST SW2nd AVE SW 1st ST SWW MAIN ST3rd AVE SW
1st ST NWApp PLApp PLApp PLApp PLApp PLApp PLApp PLApp PLApp PLApp PLApp PLApp PL
App PL
App PL App PL
App PL
App PL
App PL20+0021+0022+0023+0024+0025+0026+0027+0028+0029+0030+0031+0032+0033+0034+0035+00END PHASE I
CONSTRUCTION
30+38.42 "LINE M"
BEGIN PHASE I
CONSTRUCTION
19+65.58 "LINE M"MBI MIDTOWN WEST LLCCITY OF CARMEL REDEVELOPMENT COMMISSION
CL REALTY INC
CL REALTY INC
CL REALTY INC
LINE M
LINE M
LINE M
W.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: PLAT-1.dwgDATE/USER: 7/19/2017 2:57 PM / Tybennett1"=50'
3PLAT NO. 1
R11-2
R11-2
R11-3 R11-3
10+00 15+00 20+00 25+00 27+3611+00 12+00 13+00 14+00 16+00 17+00 18+00 19+00 21+00 22+00 23+00 24+00 26+00 27+00
10+00 15+00 20+00 25+00 30+0030+1711+00 12+00 13+00 14+00 16+00 17+00 18+00 19+00 21+00 22+00 23+00 24+00 26+00 27+00 28+00 29+00MONON TRAIL MONON TRAIL MONON TRAILMONON TRAIL
2nd AVE SW 1st ST SWW MAIN ST3rd AVE SW
1st ST NW2+543+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+0027+0028+0029+0030+0031+0032+0033+0034+00CITY CENTER DR6th ST SW4th ST SWPHASE II
*INTERSECTION OF 4TH STREET SW AND
MONON BLVD. TO BE CONSTRUCTED
SEPTEMBER 1, 2017 TO OCTOBER 1, 2017.
-INTERSECTION OPEN TO 2-WAY TRAFFIC
ON OCTOBER 1, 2017.
*SIDEWALK BETWEEN CYCLE
TRACK AND RIGHT-OF-WAY TO BE
CONSTRUCTED IN SPRING 2018.
*CONSTRUCT PARKING AREA
AND TRASH ENCLOSURE FROM
SEPTEMBER 1, 2017 TO
SEPTEMBER 18, 2017.
*INTERSECTION OF 2ND
STREET SW AND MONON
BLVD. TO BE CONSTRUCTED
BY NOVEMBER 18, 2017
PHASE IB PHASE IB PHASE IB
PHASE IB
MONON PLAZA
PHASE I
PHASE IB
MONON TO MAIN PLAZA
*INTERSECTION OF 1ST STREET SW AND
MONON BLVD. TO BE CONSTRUCTED
OCTOBER 1, 2017 TO NOVEMBER 1, 2017.
-INTERSECTION OPEN TO 2-WAY TRAFFIC
ON NOVEMBER 1, 2017
PHASE II
MONON BLVD. NB MONON BLVD. NB
MONON BLVD. SBFUTURE 5th ST SWMONON BLVD. SB 2nd ST SWPHASE I
PHASE I
PHASE I
PHASE I
Phase I -NB & SB Monon Blvd. Roadway and On-Street Parking
-Sta. 19+65.58 "M" to 30+38.42 "M"
-Utility Infrasture Work
-All Monon and Main Plaza Work
-Intersections: 4th Street SW, 2nd Street SW, 1st Street SW
Phase IB -Interior Monon Trail
-Sta. 19+65.58 "M" to 35+19 "M"
-All Monon Plaza Work
-Intersections: Main Street
Phase II -All Remaining Monon Blvd. Trail Work
-Sta. 2+54 "M" to 19+65.58 "M"
-6th Street SW from Monon Blvd. to 3rd Ave. SW
-Intersections: 5th Street SW, 6th Street SW
*CONSTRUCT MONON AND MAIN
PLAZA. ALL DETENTION, STORM
SEWER, SOIL CELLS, AND ALL OTHER
SUBSURFACE IMPROVEMENTS
COMPLETED BY JUNE 1, 2018.
W.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: PHASING PLAN.dwgDATE/USER: 7/24/2017 10:05 AM / Tybennett1"=100'
4MAINTENANCE OF TRAFFIC AND PHASING PLAN
DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\ROUTE SURVEYFILENAME: LCRS_MONON BLVD..dwgDATE/USER: 7/19/2017 3:10 PM / TybennettMAY 5, 2017
Development ConsultantsTransportation &
May 5, 2017
Development ConsultantsTransportation &
“”“”
“”
“”
“”“”
“”“”“”“”
“”
“”
”
“”
”“”
“”
“”
“”
16+00 17+00 18+00
16+00 17+00 18+00
PEDCOR INVESTMENTS1988 III LP CITY OF CARMEL
SOUTH CONSTRUCTIONCOMPANY INC
App. Exist. R/W
App. Exist. R/WApp PLApp PLSec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
LINE 'M'
LINE 'P'
N19°0
6
'
5
9
"
E
N0°53'01"W
N20°53'0
1
"
W
N0°53'01"W
CURVE DATA
P.I. = 15+81.41 "LINE P"
Delta = 20°00'00" Rt.
R = 83.50 ft
T = 14.72 ft
L = 29.15 ft
E = 1.29 ft
P.C. = 15+66.69
P.T. = 15+95.84
CURVE DATA
P.I. = 16+24.93 "LINE P"
Delta = 10°26'34" Rt.
R = 86.50 ft
T = 7.90 ft
L = 15.77 ft
E = 0.36 ft
P.C. = 16+17.03P.T. = 16+32.79
CURVE DATA
P.I. = 16+40.02 "LINE P"
Delta = 9°33'26" Rt.
R = 86.50 ft
T = 7.23 ft
L = 14.43 ft
E = 0.30 ft
P.C. = 16+32.79
P.T. = 16+47.22
CURVE DATA
P.I. = 17+39.73 "LINE P"
Delta = 9°56'30" Rt.
R = 86.50 ft
T = 7.52 ft
L = 15.01 ft
E = 0.33 ft
P.C. = 17+32.21
P.T. = 17+47.22
CURVE DATA
P.I. = 17+54.83 "LINE P"
Delta = 10°03'30" Rt.
R = 86.50 ft
T = 7.61 ft
L = 15.19 ft
E = 0.33 ft
P.C. = 17+47.22
P.T. = 17+62.40
CURVE DATA
P.I. = 17+98.32 "LINE P"
Delta = 20°00'00" Rt.
R = 83.50 ft
T = 14.72 ft
L = 29.15 ft
E = 1.29 ft
P.C. = 17+83.60
P.T. = 18+12.74
P.I. = 15+81.41 "LINE P"
P.I. = 16+24.93 "LINE P"
P.I. = 16+40.02 "LINE P"P.I. = 17+39.73 "LINE P"
P.I. = 17+54.83 "LINE P"
P.I. = 17+98.32 "LINE P"
70' PROP. R/W 70' PROP. R/W 70' PROP. R/W 70' PROP. R/W
70' PROP. R/W70' PROP. R/W
MONON BOULEVARD SB MONON BOULEVARD SB
MONON TRAIL
MONON TRAIL
MONON BOULEVARD NB MONON BOULEVARD NB
N0°53'01"W16+0017+0018+00CONTROL POINT 228 (MAG NAIL FND. FLUSH) - O.P.O.T. 30+21.62, 23.61'(R) LINE "A"
N = 722429.0580
E = 8316.22512ND AVE. SW2ND ST. SW
MONONC.P. 228
(1)
(2)
(3)(4)
(1) SW COR. MONON INFO. SIGN AT BASE, 39.14'
(2) NORTH COR. OF WEST EDGE OF "HAPPY DOG HOTEL & SPA", 70.09'
(3) NE COR. WEST 3"x3" METAL POST OF MONON INFO. SIGN AT BASE, 12.25'
(4) NE COR. NORTH 3"x3" METAL POST OF MONON INFO. SIGN AT BASE, 30.25'W.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: CONSTR DETAIL.dwgDATE/USER: 7/24/2017 12:13 PM / Tybennett1"=10'
1"=10'
7CONSTRUCTION DETAILS
LINE 'M'MATCH LINE 18+50 'M'NOTE:Remove all existing features only as necessary to install Phase I improvements only, unless specified to remain.Coordinate with Utility Plan Sheets 27-32, for treatment of existing utilities. Coordinate with Signage Plan, Sheets41-44, for treatment of existing signage. All trees within limits of Phase I to be removed, unless indicated otherwise.Trees to be removed only when work in the area is ready to commence, and coordinate with City prior to any treeremoval.
All contractor parking to be accommodated on the Midtown West development site on the west side of MononBoulevard, south of 2nd Street SW until November 2017. Contractor parking to be accommodated within the CityCenter - South Parking Garage for the entirety of the project thereafter.
Salvage existing castings to the Carmel Street Department.
Refer to Construction Details, Sheet 11, for Proposed Legend.
S
20+0019+00 21+00
20+0019+00 21+00
MIDTOWN EASTBLOCK I LLC
CARMELREDEVELOPMENTAUTHORITYMIDTOWN EASTBLOCK I LLCApp. Exist. R/W
App. Exist. R/W
App PL4th ST SWSec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
N0°53'01"W N0°53'01"W N0°53'01"W N0°53'01"W N0°53'01"W
70' PROP. R/W
70' PROP. R/W
70' PROP. R/W
MONON BOULEVARD SB
MONON BOULEVARD SB
MONON TRAIL
MONON TRAIL
MONON BOULEVARD NB MONON BOULEVARD NB
N0°53'01"W
BEGIN PHASE 1
CONSTRUCTION
19+65.58 "LINE M"19+0020+0021+00PHASE II
SEE PRJ. NO.
16-ENG-101 PLANS4th ST SWSEE PRJ. NO.
16-ENG-31 PLANS
EX. MONON TRUNK LINE
PHASE IB
SOIL CELLS (SEE REA PLANSSHEETS SD5.1-SD5.8 FOR DETAILS)
LINE M
LINE P
PHASE IB
Str. SS-1, +61 "LINE M"Sanitary Manhole Type "I" with55' of 8" Pipe
Str. SS-2, +04 "LINE M"Existing Sanitary Manhole.Adjust Casting to Grade
REMOVE PIPE
Exist. 37.5' R/WREMOVE
MIDTOWN CARMEL CAPITAL PARTNERS LLCMBI MIDTOWN WEST LLC
70' PROP. R/W
ONLY REMOVE PORTION OF
CONCRETE/SCALES/RAMPS/ETC.
WITHIN PROPOSED ROW
REMOVE EXISTING POSTFENCE TO THE NEARESTLIMITS OF PHASE I WORK
PHASE IB
REMOVE
REMOVE
Exist. 37.5' R/WREMOVE EXISTING FENCE
Str. No. 6400, +99 "M"Existing Manhole. AdjustCasting to Grade.
2 ft wide Trench
Bottom of Stone=824.75
2 ft wide Trench
Bottom of Stone=822.96
REMOVE EXISTING FENCE
Str. No. 616, +61 "M"Manhole Type 'C-4' and28' of 18" Pipe
Str. No. EX3, +84 "M"Remove Existing Inlet andReplace with Manhole Type "C-4"
Str. No. 616A, +55 "M"Remove Existing Pipes asNecessary and Install InletType "E-7". Connectto Existing Pipe.
Str. No. 614, +55 "M"Manhole Type 'C-4' and60' of 12" Pipe.Connect to Existing Pipe Stub.
Str. No. 614A, +55 "M"Inlet Type 'E-7' with20' of 12" Pipe
Str. No. 619, +53 "M"Manhole Type 'C-4' and59' of 18" Pipe.Connect to Existing Pipe Stub.
Str. No. 643, +20 "M"Remove Existing Pipe as Necessaryand Install Type 'C' Manhole.Connect to Existing Pipe.
Str. No. 622, +26 "M"Manhole Type 'C-4' and20' of 18" Pipe
Install, Cap, and Mark 10 LFt.
of 6" Sanitary Lateral
829.70 372 Lft of Temp Swale @ 0.84%
CONTROL POINT 228 (MAG NAIL FND. FLUSH) - O.P.O.T. 30+21.62, 23.61'(R) LINE "A"
N = 722429.0580
E = 8316.22512ND AVE. SW2ND ST. SW
MONONC.P. 228
(1)
(2)
(3)(4)
(1) SW COR. MONON INFO. SIGN AT BASE, 39.14'
(2) NORTH COR. OF WEST EDGE OF "HAPPY DOG HOTEL & SPA", 70.09'
(3) NE COR. WEST 3"x3" METAL POST OF MONON INFO. SIGN AT BASE, 12.25'
(4) NE COR. NORTH 3"x3" METAL POST OF MONON INFO. SIGN AT BASE, 30.25'W.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: CONSTR DETAIL.dwgDATE/USER: 7/24/2017 12:13 PM / Tybennett1"=10'
1"=10'
8CONSTRUCTION DETAILS
LINE 'M'MATCH LINE 21+50 'M'NOTE:Remove all existing features only as necessary to install Phase I improvements only, unless specified to remain.Coordinate with Utility Plan Sheets 27-32, for treatment of existing utilities. Coordinate with Signage Plan, Sheets41-44, for treatment of existing signage. All trees within limits of Phase I to be removed, unless indicated otherwise.Trees to be removed only when work in the area is ready to commence, and coordinate with City prior to any treeremoval.
All contractor parking to be accommodated on the Midtown West development site on the west side of MononBoulevard, south of 2nd Street SW until November 2017. Contractor parking to be accommodated within the CityCenter - South Parking Garage for the entirety of the project thereafter.
Salvage existing castings to the Carmel Street Department.
Refer to Construction Details, Sheet 11, for Proposed Legend.MATCH LINE 18+50 'M'
22+00 23+00 24+00
22+00 23+00 24+00
MONON TRAIL 2nd ST SWMATT AND RACHEL LLC
OLD TOWN ASSOCIATES LLC
BRE II LLC
RAIDERSINVESTMENTSLLCApp. Exist. R/W
App. Exist. R/W App. Exist. R/WApp. Exist. R/WApp PLSec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
MIDTOWN EASTBLOCK I LLC
N19°0
6
'
5
9
"
E
N0°53'01"W N0°53'01"W N0°53'01"W N0°53'01"W
N20°53'0
1
"
W
CURVE DATA
P.I. = 21+81.33 "LINE P"
Delta = 20°00'00" Rt.
R = 73.50 ft
T = 12.96 ft
L = 25.66 ft
E = 1.13 ft
P.C. = 21+68.37
P.T. = 21+94.02
CURVE DATA
P.I. = 22+22.00 "LINE P"
Delta = 20°00'00" Rt.
R = 86.50 ft
T = 15.25 ft
L = 30.19 ft
E = 1.33 ft
P.C. = 22+06.74
P.T. = 22+36.94
CURVE DATA
P.I. = 24+03.94 "LINE P"
Delta = 8°04'10" Rt.
R = 86.50 ft
T = 6.10 ft
L = 12.18 ft
E = 0.21 ft
P.C. = 23+97.84
P.T. = 24+10.02
CURVE DATA
P.I. = 24+19.06 "LINE P"
Delta = 11°55'50" Rt.
R = 86.50 ft
T = 9.04 ft
L = 18.01 ft
E = 0.47 ft
P.C. = 24+10.02
P.T. = 24+28.03
CURVE DATA
P.I. = 24+53.71 "LINE P"
Delta = 19°59'59" Rt.
R = 73.50 ft
T = 12.96 ft
L = 25.66 ft
E = 1.13 ft
P.C. = 24+40.75
P.T. = 24+66.41
P.I. = 21+81.33 "LINE P"
P.I. = 22+22.00 "LINE P"
P.I. = 24+03.94 "LINE P"
P.I. = 24+19.06 "LINE P"
P.I. = 24+53.71 "LINE P"
70' PROP. R/W70' PROP. R/W
DRIVE APPROACH
+94, W=43'
MONON BOULEVARD SB MONON BOULEVARD SB
MONON TRAIL
MONON BOULEVARD NB MONON BOULEVARD NB
N0°53'01"W22+0023+0024+00C.P. #228
EX. MONON TRUNK LINE
EX. MONON TRUNK LINE
PHASE IB
LINE M
LINE P
LINE M
LINE P
2 ft wide Trench
Bottom of Stone=822.96
2 ft wide Trench
Bottom of Stone=822.96
7 ft wide Trench
Bottom of Stone=821.65
2 ft wide Trench
Bottom of Stone=824.75
4 ft wide Trench
Bottom of Stone=821.95
J REMOVE EXISTING ASPHALT
PRESERVE AND PROTECTEXISTING BLOCK WALL
REMOVE SIDEWALK
REMOVE
REMOVE
REMOVE
PRESERVE POSITIVE DRAINAGE FOR DOWNSPOUTS
REMOVE
SIDEWALK REMOVE
ASPHALT
REMOVE
SOIL CELLS (SEE REA PLANS
SHEETS SD5.1-SD5.8 FOR DETAILS)
SOIL CELLS (SEE REA PLANS
SHEETS SD5.1-SD8.1 FOR DETAILS)
SOIL CELLS (SEE REA PLANS
SHEETS SD5.1-SD5.8 FOR DETAILS)
SOIL CELLS (SEE REA PLANS
SHEETS SD5.1-SD5.8 FOR DETAILS)
REMOVE CURB& SIDEWALK
JJ
REMOVE BOULDERS ANDSALVAGE TO THE CARMELPARKS DEPARTMENT
REMOVE FENCE TO POST NEAREST PHASE I LIMITS
COORDINATE REMOVAL OF EXISTING
POWER POLE WITH DUKE ENERGY
J
SEE NOTE #1
70' PROP. R/W
PROP. R/W
REMOVE STRUCTURE
REMOVEPIPE
REMOVE PIPE
REMOVE STRUCTURE REMOVE PIPE
REMOVE
STRUCTURE
REMOVE PIPE
SEE REA PLANS FOR
DRIVE APPROACH DETAILS
Str. No. 621, +89 "M"Storm Cleanout, Type 'I'
Str. No. EX5, +20 "M"Existing Storm Manhole Casting toRemain As Is. Mechanically Core toConnect Proposed Pipe.
Str. No. 632, +93 "M"Manhole Type 'C-4' and28' of 18" Pipe
Str. No. 642, +64 "M"24" Nyloplast Drain Basinwith Dome Casting and49' of 15" HDPE
Str. No. 640, +59 "M"24" Nyloplast Drain Basinwith Dome Casting and105' of 12" HDPE
Str. No. 626B, +89 "M"Manhole Type 'K-4' andConnect to Existing Pipe.
Str. No. 626, +89 "M"Manhole Type 'J-4' and53' of 30" Pipe
Str. No. 627, +00 "M"Inlet Type 'E-7' with31' of 30" Pipe
Str. No. 626A, +06 "M"Inlet Type 'E-7' with25' of 12" Pipe
Str. No. 644, +21 "M"Inlet Type 'E-7' with100' of 12" Pipe
Str. No. 645, +71 "M"Inlet Type 'J-10' with50' of 12" Pipe
372 Lft of Temp Swale @ 0.84%
REMOVE CONCRETEPARKING & DRIVE
J
K2
Str. No. 620, +??? "M"Storm Cleanout, Type 'I'
Str. No. 624, +74 "M"18" Nyloplast Drain Basinwith Dome Casting and18' of 10" HDPE
Str. No. 623, +57 "M"18" Nyloplast Drain Basinwith Dome Casting and131' of 10" HDPE
J
Str. No. 625, +63 "M"Storm Cleanout, Type 'I'
REMOVE TREE
Preserve & Protect Trees During
Construction of Phase 1
1
CONTROL POINT 228 (MAG NAIL FND. FLUSH) - O.P.O.T. 30+21.62, 23.61'(R) LINE "A"
N = 722429.0580
E = 8316.22512ND AVE. SW2ND ST. SW
MONONC.P. 228
(1)
(2)
(3)(4)
(1) SW COR. MONON INFO. SIGN AT BASE, 39.14'
(2) NORTH COR. OF WEST EDGE OF "HAPPY DOG HOTEL & SPA", 70.09'
(3) NE COR. WEST 3"x3" METAL POST OF MONON INFO. SIGN AT BASE, 12.25'
(4) NE COR. NORTH 3"x3" METAL POST OF MONON INFO. SIGN AT BASE, 30.25'W.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: CONSTR DETAIL.dwgDATE/USER: 7/24/2017 12:13 PM / Tybennett1"=10'
1"=10'
9 MATCH LINE 24+50 'M'CONSTRUCTION DETAILS
LINE 'M'MATCH LINE 21+50 'M'NOTE:
1. Contractor to construct Bub's Cafe on-street
parking area as Design-Build Construction during
Phase I Construction. Refer to REA Plan Sheet 3D3.5
and technical specifications for layout and details.
NOTE:Remove all existing features only as necessary to install Phase I improvements only, unless specified to remain.Coordinate with Utility Plan Sheets 27-32, for treatment of existing utilities. Coordinate with Signage Plan, Sheets41-44, for treatment of existing signage. All trees within limits of Phase I to be removed, unless indicated otherwise.Trees to be removed only when work in the area is ready to commence, and coordinate with City prior to any treeremoval.
All contractor parking to be accommodated on the Midtown West development site on the west side of MononBoulevard, south of 2nd Street SW until November 2017. Contractor parking to be accommodated within the CityCenter - South Parking Garage for the entirety of the project thereafter.
Salvage existing castings to the Carmel Street Department.
Refer to Construction Details, Sheet 11, for Proposed Legend.
25+00 27+3626+00 27+00
25+00 26+00
27+00
1st ST SWCARMEL CLAY HISTORICAL SOCIETY
App. Exist. R/W
App. Exist. R/W App. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp PLApp. Exist. R/W
CARMEL CLAY HISTORICAL SOCIETY
OLD TOWN ASSOCIATES LLC
MATT AND RACHEL LLC
Sec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
N0°53'01"W N0°53'01"W
N7°13'41"E
CURVE DATA
P.I. = 26+20.60 "LINE P"
Delta = 8°06'42" Rt.
R = 125.50 ft
T = 8.90 ft
L = 17.77 ft
E = 0.32 ft
P.C. = 26+11.70
P.T. = 26+29.47
CURVE DATA
P.I. = 26+87.90 "LINE P"
Delta = 8°06'42" Rt.
R = 86.50 ft
T = 6.13 ft
L = 12.25 ft
E = 0.22 ft
P.C. = 26+81.77
P.T. = 26+94.01
P.I. = 26+20.60 "LINE P"
P.I. = 26+87.90 "LINE P"
MONON BOULEVARD SB
MONON TRAIL
MONON TRAIL
MONON BOULEVARD NB
N0°53'01"W25+0026+0027+00EX. MONON TRUNK LINE
EX. MONON TRUNK LINE
PHASE IB
LINE P
LINE M
LINE M
LINE P
4 ft wide Trench
Bottom of Stone=821.95
7 ft wide Trench
Bottom of Stone=821.65
4 ft wide Trench
Bottom of Stone=821.95
7 ft wide Trench
Bottom of Stone=821.65
SOIL CELLS (SEE REA PLANS
SHEETS SD5.1-SD5.8 FOR DETAILS)
SOIL CELLS (SEE REA PLANSSHEETS SD5.1-SD5.8 FOR DETAILS)
SOIL CELLS (SEE REA PLANS
SHEETS SD5.1-SD5.8 FOR DETAILS)SOIL CELLS (SEE REA PLANS
SHEETS SD5.1-SD5.8 FOR DETAILS)
SOIL CELLS (SEE REA PLANS
SHEETS SD5.1-SD5.8 FOR DETAILS)
J J J J J J J J JJ
J
J
REMOVE CURB& SIDEWALK REMOVE CURB& SIDEWALK
REMOVE CURB& SIDEWALK
PRESERVE AND PROTECT EXISTING LIGHT POLE
REMOVE
REMOVE CURB AND ASPHALT IN PHASE I
REMOVE
J
J
REMOVE SIDEWALK
REMOVE EXISTING
DUMPSTER PAD
COORDINATE REMOVAL OF EXISTING
POWER POLE WITH DUKE ENERGY
J
FENCE TO BE REMOVED IN PHASE IB CONTRACT
REMOVE ALL CONCRETE
AND BRICKS ON PHASE I
ALL CONCRETE, BRICKS, SIGNS,
FIXTURES/FURNISHING TO
REMAIN. TO BE SALVAGED TO
CARMEL PARKS DEPARTMENT IN
PHASE IB CONTRACT.
REMOVE
REMOVE AND SALVAGE BENCHES,BIKE RACKS, AND TRASH RECEPTACLETO CARMEL PARKS DEPARTMENT
COORDINATE WITH HISTORIC
SOCIETY FOR SALVAGING OF
BENCH AND LAMP POST
PROP. R/WPROP. R/W
REMOVE PIPE
Str. No. 628, +96 "M"Manhole Type 'C-4' and95' of 24" Pipe
Str. No. 630, +08 "M"18" Nyloplast Drain Basinwith Dome Casting and119' of 6" HDPE
Str. No. 631, +62 "M"Storm Cleanout, Type 'I' with154' of 6" Pipe
Str. No. 634, +71 "M"Storm Cleanout, Type 'I' with120' of 6" Pipe
Str. No. 633, +51 "M"Storm Cleanout, Type 'I' with158' of 6" Pipe
CONTRACTOR TO DEMOLISH LEAN-TO
PORTION OF THE STRUCTURE. COORDINATE
WITH PROPERTY OWNER AND CITY OF
CARMEL PRIOR TO DEMOLITION.
REMOVE EXISTINGSTEPS
REMOVE EXISTINGSTEPS
K2C C
K2C
C
K2 C
Preserve and Protect Trees DuringConstruction of Phase I.
Preserve and Protect Ex. Tree
T.B.M. #404
Preserve and Protect Ex. Tree
Preserve andProtect Ex. Tree
1
1
2
CONTROL POINT 228 (MAG NAIL FND. FLUSH) - O.P.O.T. 30+21.62, 23.61'(R) LINE "A"
N = 722429.0580
E = 8316.22512ND AVE. SW2ND ST. SW
MONONC.P. 228
(1)
(2)
(3)(4)
(1) SW COR. MONON INFO. SIGN AT BASE, 39.14'
(2) NORTH COR. OF WEST EDGE OF "HAPPY DOG HOTEL & SPA", 70.09'
(3) NE COR. WEST 3"x3" METAL POST OF MONON INFO. SIGN AT BASE, 12.25'
(4) NE COR. NORTH 3"x3" METAL POST OF MONON INFO. SIGN AT BASE, 30.25'W.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: CONSTR DETAIL.dwgDATE/USER: 7/24/2017 12:13 PM / Tybennett1"=10'
1"=10'
10MATCH LINE 24+50 'M'CONSTRUCTION DETAILS
LINE 'M'MATCH LINE 27+50 'M'NOTE:Remove all existing features only as necessary to install Phase I improvements only, unless specified to remain.Coordinate with Utility Plan Sheets 27-32, for treatment of existing utilities. Coordinate with Signage Plan, Sheets41-44, for treatment of existing signage. All trees within limits of Phase I to be removed, unless indicated otherwise.Trees to be removed only when work in the area is ready to commence, and coordinate with City prior to any treeremoval.
All contractor parking to be accommodated on the Midtown West development site on the west side of MononBoulevard, south of 2nd Street SW until November 2017. Contractor parking to be accommodated within the CityCenter - South Parking Garage for the entirety of the project thereafter.
Salvage existing castings to the Carmel Street Department.
Refer to Construction Details, Sheet 11, for Proposed Legend.
MATCH LINE 2
(SEE SHEET 11)
MATCH LINE 1
(SEE SHEET 11)
30+00 30+1728+00 29+00
MAIN ST12156 MERIDIANASSOCIATES LLC
12156 MERIDIANASSOCIATES LLC
OLD TOWN ASSOCIATES LLC
App. Exist. R/W
App. Exist. R/W App. Exist. R/WApp. Exist. R/WSec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
N0°53'01"W
MONON BOULEVARD SB
MONON TRAIL
N0°53'01"W28+0029+0030+00C.P.#100
EX. MONON TRUNK LINE
PHASE IB
LINE M
LINE P
2 ft wide Trench
Bottom of Stone=823.36
EXISTING WALL TO REMAIN EXISTING STATUE TO BE REMOVED
BY STREET DEPARTMENT WHEN
SECURITY CAMERAS ARE REMOVED
EXISTING MONON TRAIL TO REMAIN IN PHASE I
DETENTION
(BY OTHERS)
PROP. R/W
PROP. R/W
MONON AND MAIN PLAZA
BY OTHERS (SEE RATIO PLANS)
STORM BY OTHERS
STORM BY OTHERS STORM BY OTHERS
Str. No. Structure - (342), +95 "M"Remove Existing Inlet andExtend Pipe. Connect withConcrete Collar. Inv.=818.10
J
J ADJUST
ELECTRIC
BOX TO
GRADE
LIGHT POLE TO BE
REMOVED PHASE I AND
RESET PHASE IB.
COORDINATE WITH CITY
OF CARMEL AND REA
PLANS FOR NEW
LOCATION. COORDINATE
WITH STREET
DEPARTMENT FOR
STORAGE.
COORDINATE WITH
AT&T FOR REMOVAL
OF FIBER OPTIC
LINE MARKER
SECURITY CAMERA POLE TO BE
REMOVED AND RESET. COORDINATE
WITH CITY OF CARMEL AND REA PLANS
FOR NEW LOCATION. COORDINATE WITH
STREET DEPARTMENT FOR STORAGE.
18" STORM PIPEBY OTHERS
Str. No. 648, +95 "M"Manhole Type 'C-4' and21' of 18" Pipe
Str. No. 639, +13 "M"Storm Cleanout, Type 'I'
Str. No. 638, +55 "M"Manhole Type 'C-4' and57' of 8" Pipe
Str. No. 637, +66 "M"Storm Cleanout, Type 'I' with189' of 8" Pipe
K3
INSTALL TEMP.
HMA APPROACH
TO BE REOMOVED
IN PHASE IB
END PHASE 1
CONSTRUCTION
30+38.42 "M"
Install Temp. Concrete Band
See Detail, Sheet SD3.10
T.B.M. #403
Preserve and Protect Trees DuringConstruction of Phase I.
Preserve and Protect Trees DuringAll Phases of the Project.
CONTROL POINT 100 (2" MAG NAIL SET FLUSH) - O.P.O.T. 37+05.68, 3.40'(R) LINE "A"
N = 723112.7245
E = 8285.5448
(1) NW COR. W. 3"x3" METAL POST OF MONON INFO. SIGN AT BASE, 1.56'
(2) TOP NW COR. CONC. RET. WALL, 19.33'
(3) NE COR. WOOD 6"x6" POST AT BASE, 12.14'
(4) SW COR. STOP SIGN AT BASE, 3.72'
C.P. 100
MONON(1)(2)(3)
(4)App. Exist. R/W27+00K2C
C
Str. No. 635, +02 "M"Inlet Type 'E-7' with12' of 12" Pipe
Str. No. 636, +10 "M"Existing Storm Inlet Casting toRemain As Is. Mechanically Coreto Connect Proposed Pipe.
J
25+00CONTRACTOR TO DEMOLISH LEAN-TO
PORTION OF THE STRUCTURE. COORDINATE
WITH PROPERTY OWNER AND CITY OF
CARMEL PRIOR TO DEMOLITION.
Str. No. 629, +96 "M"Inlet Type 'E-7' with45' of 24" Pipe
W.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: CONSTR DETAIL.dwgDATE/USER: 7/24/2017 12:13 PM / Tybennett1"=10'
1"=10'
11CONSTRUCTION DETAILS
LINE 'M'MATCH LINE 27+50 'M'PROPOSED LEGEND
8 FT. Tall Chainlink Construction Fence with
Screening (Screening to include graphics of
project approved by City of Carmel.
Screening to be attached to Existing Monon
Trail Side.)
Construction Limits
Soil Cells
Stormwater Trench
Full Depth SawcutJ
Curb and Gutter, Concrete, Type IIC
Local Street HMA Section
112" HMA Surface, Type 'B', 9.5mm, on
2" HMA Intermediate, Type 'B', 19.0mm, on
3" HMA Base, Type 'B', 25.0mm, on
6" Compacted Agg. #53, on
Subgrade Treatment, Type 1C
K2
Temp. HMA Approach
112" HMA Surface, Type 'B', 9.5mm, on
3" HMA Base, Type 'B', 25.0mm, on
6" Compacted Agg. #53, on
Compacted Subgrade
K3
Pvmt. Msg. Mkg., Thermoplastic, "X-ING PED"2
Transverse Marking, Thermoplastic, Stop Bar, 24"1
Tree Preservation Fence (See Detail, Project Manual Appendix 'E')
Building Demolition
NOTE:Remove all existing features only as necessary to install Phase I improvements only, unless specified to remain.Coordinate with Utility Plan Sheets 27-32, for treatment of existing utilities. Coordinate with Signage Plan, Sheets41-44, for treatment of existing signage. All trees within limits of Phase I to be removed, unless indicated otherwise.Trees to be removed only when work in the area is ready to commence, and coordinate with City prior to any treeremoval.
All contractor parking to be accommodated on the Midtown West development site on the west side of MononBoulevard, south of 2nd Street SW until November 2017. Contractor parking to be accommodated within the CityCenter - South Parking Garage for the entirety of the project thereafter.
Salvage existing castings to the Carmel Street Department.
Refer to Construction Details, Sheet 11, for Proposed Legend.
MATCH LINE 2
(SEE SHEET 10)
MATCH LINE 1
(SEE SHEET 10)
20+0020+00S20+0020+00CITY OF CARMEL CARMELREDEVELOPMENTAUTHORITY
MIDTOWN EASTBLOCK I LLC
CARMEL REDEVELOPMENT AUTHORITY
App. Exist. R/WApp. Exist. R/WApp PL App PL4th ST SW
MONON BOULEVARD SBMONON TRAILMONON TRAILMONON BOULEVARD NBSec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
4th ST SW
LINE PLINE MP-R/WP-R/WP-R/WGRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADING LEGEND
W.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: DETAIL GRADING PLAN.dwgDATE/USER: 7/20/2017 9:35 AM / Tybennett1"=10'
1"=10'
12DETAIL GRADING PLAN
G
22+0021+0022+0021+0022+0021+0022+00MIDTOWN EASTBLOCK I LLCApp. Exist. R/WApp PLMIDTOWN EASTBLOCK I LLCMONON BOULEVARD SBMONON BOULEVARD NBSec. 25, T18N, R3E
Clay Township
Hamilton County
P-R/WP-R/WSec. 25, T18N, R3E
Clay Township
Hamilton County
MONON TRAILMONON TRAILLINE PLINE MLINE MLINE PGRADE BREAK GRADE BREAK2%
CITY OF CARMEL
Grade toDrain
SEE WCC STORMSEWER CONSTRUCTION
DETAILS FOR CURB ISLAND GRADING
DETAIL AND CURB TURNOUT DETAIL
2%2%
5.09%
8.18%
8.33%
GRADING LEGEND
W.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: DETAIL GRADING PLAN.dwgDATE/USER: 7/20/2017 9:35 AM / Tybennett1"=10'
1"=10'
13DETAIL GRADING PLAN
23+0024+0023+0024+0023+0024+0023+0024+00MONON TRAIL2nd ST SW
MATT AND RACHEL LLC
OLD TOWN ASSOCIATES LLC
BRE II LLC
RAIDERSINVESTMENTSLLCApp. Exist. R/WApp. Exist. R/W
App. Exist. R/W
App PL
App PLApp PLMONON BOULEVARD SBMONON BOULEVARD SBMONON TRAILMONON BOULEVARD NBMONON BOULEVARD NBSec. 25, T18N, R3E
Clay Township
Hamilton CountyP-R/WApp. Exist. R/WGRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
Sec. 25, T18N, R3E
Clay Township
Hamilton County
CITY OF CARMEL LINE MLINE PGrade toDrain
5'
(TYP)
SEE WCC STORMSEWER CONSTRUCTION
DETAILS FOR CURB ISLAND GRADING
DETAIL AND CURB TURNOUT DETAIL
GRADING LEGEND
W.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: DETAIL GRADING PLAN.dwgDATE/USER: 7/20/2017 9:35 AM / Tybennett1"=10'
1"=10'
14DETAIL GRADING PLAN
25+0025+0026+0025+0025+0025+00CARMEL CLAY HISTORICAL SOCIETY
TERRENCE M & JANE A FLECKApp. Exist. R/WApp PL
MATT AND RACHEL LLC MONON TRAILMONON BOULEVARD NBMONON BOULEVARD SBSec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
App. Exist. R/WLINE MLINE PLINE MLINE PGRADE BREAK
GRADE BREAK
GRADING LEGEND
W.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: DETAIL GRADING PLAN.dwgDATE/USER: 7/20/2017 9:35 AM / Tybennett1"=10'
1"=10'
15DETAIL GRADING PLAN
27+0026+0027+0027+3626+0027+0026+0027+001st ST SW
12156 MERIDIANASSOCIATES LLC
OLD TOWN ASSOCIATES LLC
App. Exist. R/WApp. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/WCARMEL CLAY HISTORICAL SOCIETY OLD TOWN ASSOCIATES LLC
MONON BOULEVARD SBMONON TRAILMONON BOULEVARD NBSec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
GRADE BREAK
GRADE BREAK
1st ST SWLINE MLINE PLINE PLINE M2%
RE-BUILD STEPS TO CONNECT
TO EXISTING WOODEN DECK
GRADE BREAK
Grade toDrain
GRADING LEGEND
W.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: DETAIL GRADING PLAN.dwgDATE/USER: 7/20/2017 9:35 AM / Tybennett1"=10'
1"=10'
16DETAIL GRADING PLAN
30+0031+0030+0030+0030+17MAIN ST
12156 MERIDIANASSOCIATES LLC
App. Exist. R/WApp. Exist. R/WApp. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App PL
OLD TOWN ASSOCIATES LLC
MONON BOULEVARD SBMONON TRAILMAIN ST
LINE MLINE PPHASE
1
B
GRADING LEGEND
W.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: DETAIL GRADING PLAN.dwgDATE/USER: 7/20/2017 9:35 AM / Tybennett1"=10'
1"=10'
17DETAIL GRADING PLAN
15+00 16+00 17+00 18+00 19+00830.47830.53830.55830.57830.60830.51830.27830.17829.95829.98829.98829.88830.20830.21830.12830.02830.14830.18830.10830.01831.42831.63831.27831.42831.57831.72831.87832.01831.85831.55831.25830.95830.65830.35830.05829.75829.46829.34829.22829.12+68
823.00
+07823.10
+25
824.75
2'6" Duke Distribution Conduit
(By Others)
15+00 16+00 17+00 18+00 19+00
15+00 16+00 17+00 18+00 19+00
Sec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
PEDCOR INVESTMENTS 1988 III LP PEDCOR INVESTMENTS1988 III LP
CITY OF CARMELSOUTH CONSTRUCTIONCOMPANY INC
App. Exist. R/W App. Exist. R/W
App. Exist. R/WApp. Exist. R/W
App. Exist. R/W App PLApp PLApp PL
(grass)
(bldg)
Cellular
Tower
(grass)
(conc)
(conc foundation)
(asph)
(bldg)
(asph)(asph)(asph)
(conc)(conc)(conc)
(conc)(one-story barn)(one-story barn)(one-story barn)(grass)
(stone)
(stone)
(stone)
(grass)15+0016+0017+0018+0019+00+68.7, 36.2'Utility M.H.+18.5, 22.6'12" Dec.+60.8, 20.7'Storm M.H.+53.2, 21.3'Storm M.H.+11.6, 21.5'12" Dec.+65.4, 23.6'12" Dec.+13.5, 22.2' F/O Marker+16.1, 44.4' Tele Box+16.0, 46.3' F/O Marker+14.6, 46.6' Tele Box+14.5, 50.7' Tele Box+66.6, 77.7' Post+49.2, 86.1' Storm M.H.MONON TRAIL
MONON BOULEVARD NB
MONON BOULEVARD SB
LINE M
LINE P
LINE M
LINE P
STR. NO. 612
STR. NO. 607
STR. NO. 611
STR. NO. 609
STR. NO. 608
STR. NO. 610
STR. NO. 613
STR. NO. 615
LINE P-NB
LINE P-SB
LINE P-NB
LINE P-SB
Constr Limits
Constr Limits
Constr Limits Constr Limits
All R/W and Topo from Line "M" Unless Noted Otherwise
TBM #403 - Top of NW Corner of Conc Retaining Wall.
Sta. 30+19.51 "M", 18.14' Rt., Elev. = 828.58'
TBM #404 - Top of SW Corner of Conc Porch for Apt. 1B.
Sta. 26+66.51 "M", 82.89' Rt., Elev. = 828.50'
ORIGINATING BENCHMARK
DESIGNATION - V 42 PID - LB0600
STATE/COUNTY - IN/HAMILTON
USGS QUAD - WESTFIELD (1992)
VERT ORDER - SECOND CLASS 0
DESCRIBED BY COAST AND GEODETIC SURVEY 1934
1.8 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND
LOUISVILLE RAILWAY FROM THE STATION AT WESTFIELD,
HAMILTON COUNTY, 6 12 RAILS SOUTH OF CULVERT B-165.1 IN
THE NORTHEAST ANGLE OF A GRAVEL ROAD, 9 YARDS EAST OF
THE EAST RAIL, 6 YARDS NORTH OF THE CENTERLINE OF THE
ROAD, AND ABOUT 3 FEET HIGHER THAN THE RAIL. A STANDARD
DISK, STAMPED V 42 1934 AND SET IN THE TOP OF A CONCRETE
POST PROJECTING ONE-HALF FOOT ABOVE GROUND.
ELEVATION = 884.62 (NAVD 88)
PROPOSED
LEGEND
EXISTING
Storm Manhole
Gas Line
Storm Inlets
Sanitary Manhole
Gas ValveGas Meter
Sanitary Cleanout
Water LineWater ValveFire Hydrant
Sprinkler
Electric Line
Power Pole w/(Riser)Light & Power Pole
Light & Power Pole w/Riser
Water Meter
Light PoleGuy Wire
Electric Box
Fiber Optic LineTelephone Line
Telephone ManholeCable TV LineCable TV Box
Telephone Riser
Utility ManholeWood Fence
Iron PinSignFlag PoleBushTree TrunkDeciduous TreeConiferous Tree
Overhead Utility Line
Wood FenceWire FenceChainlink FenceIron FenceIrr. Valve
Mailbox
W.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: PP-PRA.dwgDATE/USER: 7/24/2017 12:58 PM / Tybennett1"=20'
1"=5'
18
835
830
825
840
820
815
835
830
825
840
820
815
PLAN AND PROFILE
LINE 'P'
810810MATCH LINE 19+50 'P'
20+00 21+00 22+00 23+00 24+00829.89829.79829.75829.70829.69829.73829.82829.91829.88829.66829.48829.61829.77829.49829.21829.03829.21829.34829.39829.12829.24829.40829.89830.00829.84829.63829.42829.17828.89828.76828.62828.49828.35828.21828.32828.59828.79828.35828.10828.00PVI STA: 19+72.43
PVI ELEV: 829.35
VCL: 0'
PVI STA: 20+10.55
PVI ELEV: 830.10
VCL: 0'
PVI STA: 20+49.43
PVI ELEV: 829.84
VCL: 0'
PVI STA: 21+17.43
PVI ELEV: 829.28
VCL: 0'
PVI STA: 21+41.37
PVI ELEV: 828.94
VCL: 0'
PVI STA: 22+86.69
PVI ELEV: 828.15
VCL: 0'
PVI STA: 23+10.84
PVI ELEV: 828.46
VCL: 0'
PVI STA: 23+48.83
PVI ELEV: 828.81
VCL: 0'
PVI STA: 23+85.84
PVI ELEV: 828.16
VCL: 0'
PVI STA: 24+10.02
PVI ELEV: 828.06
VCL: 0'
+0.49%+1.97%-0.67%-0.82%-1.42%-0.54%+1.28%+0.92%-1.76%-0.41%
372 LFT OF TEMP. SWALE GRADING @ 0.84%
(PLOTTED 10' ABOVE DATUM)
Existing Grade
@ Line 'P'
Proposed Grade
@ Line 'P'
Existing Grade
@ Line 'P'
+86
825.50
+87824.00
+99823.90
2'6" Duke Distribution Conduit
(By Others)
STR. NO. 626A
INV. OUT=824.50
+50829.70
BEGIN PHASE 1
CONSTRUCTION
STA. 19+72.43 "P"
ELEV. = 829.35 GS 20+00 21+00 22+00 23+00 24+00
20+00 21+00 22+00 23+00 24+00
MONON TRAIL 2nd ST SWSec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
MATT AND RACHEL LLC
OLD TOWN ASSOCIATES LLC
BRE II LLC
RAIDERSINVESTMENTS
LLCMIDTOWN EASTBLOCK I LLC
CARMELREDEVELOPMENTAUTHORITYMIDTOWN EASTBLOCK I LLCApp. Exist. R/W
App. Exist. R/W App. Exist. R/WApp. Exist. R/WApp PLApp PLApp PLApp PL(grass)
(conc)
(conc)
(conc)(conc)
(conc)
(stone)
(asph)
(asph)
(asph)
(asph)
(asph)
(asph)(asph)
(asph)
(asph)
(asph)
(asph)
(conc)
(conc)
(conc)
(conc)(conc)(wood deck)(stone)
(grass)
(stone)
(asph)
(asph)(one-story bldg)(one-story bldg)(three-story townhomes)
(stone)(stone)
(asph)
(grass)(grass)
(conc)20+0021+0022+0023+0024+00+63.4, 37.6'Sq. Inlet+87.5, 36.2'Sign (No Parking)+12.0, 52.2'???+13.7, 40.2'???+08.5, 17.1'F/O Marker+21.4, 20.4'Storm M.H.+31.1, 49.5'Sign+19.2, 3.6'Sign (15 MPH)+67.3, 35.7'Sign (No Parking)+29.0, 7.2'Storm M.H.+24.1, 26.6'Sq. Inlet+12.6, 76.1'Sq. Inlet+03.1, 80.2'30" Bush+94.6, 80.2'30" Bush+85.7, 79.8'30" Bush+56.0, 73.4'Rnd. Inlet+70.2, 74.6'Rnd. Inlet+30.5, 2.0'Post+31.7, 5.2'Sign+35.9, 17.2'Sign+80.9, 27.6'Sign (W11A-2)+95.7, 38.9'Water Valve+95.7, 38.3'Fire Hyd.+01.0, 38.4'Sign (Stop)+91.5, 76.6'PP w/Light e to pp+00.3, 80.8'Water Valve+58.9, 30.8' Tele Marker+72.1, 16.6' Tele Marker+92.8, 14.5' Sign (15 MPH)+30.4, 11.0' Post+30.4, 13.3' Post+30.4, 15.2' Post+30.4, 18.8' Post+27.7, 25.1' Post+25.3, 36.0' Post+24.1, 37.8' Post+22.2, 39.5' Post+20.9, 41.2' Post+19.3, 43.9' Post+17.0, 46.6' Post+15.4, 48.3' Post+13.6, 50.9' Post+34.1, 16.8' Sign+30.4, 22.5' Post+31.2, 28.6' Tele Marker+30.5, 32.8' Guy Wire+30.5, 35.4' Guy Wire+34.1, 33.2' Gas Marker+36.4, 41.3' Rnd. Inlet+30.5, 53.0' PP w/Riser w to pp+77.7, 0.1' Bollard+75.8, 8.3' Sign+77.7, 7.1' Post+80.1, 7.7' Sign (Stop)+97.4, 45.9' Post+09.1, 49.5' Rnd. Inlet+60.4, 63.5' Water Valve+73.8, 72.5' Fire Hyd.+81.3, 122.8' Water Meter+90.1, 91.5' 12" Bush+93.5, 89.7' 12" Bush+96.7, 89.9' 12" Bush+38.3, 85.2' 12" Bush+41.8, 84.6' 12" Bush+44.4, 83.8' 12" Bush+45.6, 89.1' 12" Bush+49.8, 88.3' 12" Bush+51.2, 88.1' 12" Bush+52.6, 90.1' 12" Bush+40.5, 86.9' 9" Dec.+45.3, 91.2' 9" Dec.+19.7, 22.9' 15" Dec.+40.8, 16.0' 30" Dec.+59.0, 89.8' 15" Stump+62.8, 80.3' 15" Stump+66.4, 73.2' 15" Stump+58.4, 11.4' 18" Dec.4th ST SWMONON BOULEVARD NB
MONON BOULEVARD SB
MATT AND RACHEL LLC
(three-story townhomes)
LINE M
LINE P
LINE M
LINE P
STR. SS-1
STR. SS-2
Constr Limits
Constr Limits
Constr Limits Constr Limits
Constr Limits
Constr Limits
Constr Limits
BEGIN PHASE 1
CONSTRUCTION
19+72.43 "LINE P"
LINE P-NB
LINE P-SB
LINE P-NB
LINE P-SB
STR. NO. 626B
STR. NO. 626A
All R/W and Topo from Line "M" Unless Noted Otherwise
TBM #403 - Top of NW Corner of Conc Retaining Wall.
Sta. 30+19.51 "M", 18.14' Rt., Elev. = 828.58'
TBM #404 - Top of SW Corner of Conc Porch for Apt. 1B.
Sta. 26+66.51 "M", 82.89' Rt., Elev. = 828.50'
ORIGINATING BENCHMARK
DESIGNATION - V 42 PID - LB0600
STATE/COUNTY - IN/HAMILTON
USGS QUAD - WESTFIELD (1992)
VERT ORDER - SECOND CLASS 0
DESCRIBED BY COAST AND GEODETIC SURVEY 1934
1.8 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND
LOUISVILLE RAILWAY FROM THE STATION AT WESTFIELD,
HAMILTON COUNTY, 6 12 RAILS SOUTH OF CULVERT B-165.1 IN
THE NORTHEAST ANGLE OF A GRAVEL ROAD, 9 YARDS EAST OF
THE EAST RAIL, 6 YARDS NORTH OF THE CENTERLINE OF THE
ROAD, AND ABOUT 3 FEET HIGHER THAN THE RAIL. A STANDARD
DISK, STAMPED V 42 1934 AND SET IN THE TOP OF A CONCRETE
POST PROJECTING ONE-HALF FOOT ABOVE GROUND.
ELEVATION = 884.62 (NAVD 88)
PROPOSED
LEGEND
EXISTING
Storm Manhole
Gas Line
Storm Inlets
Sanitary Manhole
Gas ValveGas Meter
Sanitary Cleanout
Water LineWater ValveFire Hydrant
Sprinkler
Electric Line
Power Pole w/(Riser)Light & Power Pole
Light & Power Pole w/Riser
Water Meter
Light PoleGuy Wire
Electric Box
Fiber Optic LineTelephone Line
Telephone ManholeCable TV LineCable TV Box
Telephone Riser
Utility ManholeWood Fence
Iron PinSignFlag PoleBushTree TrunkDeciduous TreeConiferous Tree
Overhead Utility Line
Wood FenceWire FenceChainlink FenceIron FenceIrr. Valve
Mailbox
W.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: PP-PRA.dwgDATE/USER: 7/24/2017 12:58 PM / Tybennett1"=20'
1"=5'
19
835
830
825
840
820
815
835
830
825
840
820
815 MATCH LINE 24+50 'P
'
PLAN AND PROFILE
LINE 'P'
810810MATCH LINE 19+50 'P'
25+00 26+00 27+00 28+00 29+00829.13829.27829.24829.31829.37829.51829.68829.71829.57829.37828.30828.49829.13829.31829.26829.14829.03828.92828.90828.88827.89827.79827.69827.82827.96828.11828.26828.41828.56828.70828.85829.07828.95828.67828.60828.52828.45828.38828.30828.23PVI STA: 27+01.44
PVI ELEV: 828.86
VCL: 0'
PVI STA: 27+21.36
PVI ELEV: 829.00
VCL: 0'
PVI STA: 27+33.87
PVI ELEV: 829.25
VCL: 0'
PVI STA: 25+01.87
PVI ELEV: 827.68
VCL: 0'
PVI STA: 27+45.83
PVI ELEV: 829.00
VCL: 0'
PVI STA: 27+73.07
PVI ELEV: 828.68
VCL: 0'
+0.59%+0.70%+2.00%
-0.41%
-2.09%-1.17%-0.30%
Proposed Grade
@ Line 'P'Existing Grade
@ Line 'P'
INV. OUT=824.50
25+00 27+3626+00 27+00
25+00 26+00
27+00 28+00 29+00
1st ST SWMATT AND RACHEL LLC
CARMEL CLAY HISTORICAL SOCIETY
12156 MERIDIANASSOCIATES LLC
OLD TOWN ASSOCIATES LLC
OLD TOWN ASSOCIATES LLC
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W App. Exist. R/WApp PLApp. Exist. R/W
CARMEL CLAY HISTORICAL SOCIETY
OLD TOWN ASSOCIATES LLC
(asph)
(asph)
(asph)
(asph)
(conc)
(conc)
(three-story townhomes)
(stone)
(wooden guardrail)
(wooden guardrail)
(asph)
(asph)
(grass)
(one-story house)
(wood deck)
(grass)
(grass)
(park bench)
(asph)8" water main(conc)(conc)
(conc)(conc)(conc)(bldg)
(grass)
(grass)
(grass)
(grass)
(grass)
(conc)
(conc)
(asph)
(asph)
(one-story house)
(shed)
(grass)
(4' wood fence)
(dirt)
(dirt)(conc)(conc)(conc)
(park bench)8" water main25+0026+0027+0028+0029+00Sec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
+92.9, 57.2'Inlet+32.4, 61.6'Inlet+32.5, 83.2'Inlet+62.9, 50.8'Inlet+73.7, 91.3'36" Bush+77.3, 91.4'36" Bush+81.9, 91.4'36" Bush+84.9, 91.4'36" Bush+87.6, 91.6'36" Bush+52.0, 87.3'36" Bush+55.5, 86.4'36" Bush+58.7, 85.8'36" Bush+62.7, 85.7'36" Bush+66.6, 85.5'36" Bush+78.1, 84.1'36" Bush+81.8, 83.7'36" Bush+83.1, 83.4'36" Bush+85.0, 83.0'36" Bush+92.3, 81.3'36" Bush+93.5, 80.7'36" Bush+98.0, 80.6'36" Bush+00.7, 81.1'36" Bush+05.1, 79.1'Sign (Stop)+17.8, 80.5'Light Pole+26.4, 55.0'Water Valve+29.6, 52.0'Water Valve+31.4, 7.3'Water Valve+10.2, 0.9'Post+10.2, 4.6'Post+10.1, 7.7'Post+10.1, 10.4'Post+06.4, 12.9'15" Dec.+91.1, 21.8'12" Dec.+00.6, 25.1'Water Meter+59.0, 13.0'Sign (Handicap)+58.1, 1.8'12" Dec.+55.3, 7.6'Fire Hyd.+52.4, 8.9'Curb Stop+54.6, 11.6'Water Meter+55.4, 18.7'Irr. Valve+55.9, 20.0'Irr. Valve+54.1, 42.3'Sign (W11A-2)+62.1, 53.4'Tele Box+61.9, 58.5'Elec. Meter+61.6, 65.6'Elec. Meter+61.7, 60.5'Elec. Box+61.8, 63.5'Elec. Box+61.2, 64.5'Cleanout+61.9, 68.2'Tele Box+95.8, 22.9'Sq. Inlet+20.8, 22.6'Sq. Inlet+45.5, 22.5'Sq. Inlet+70.8, 22.8'Sq. Inlet+95.3, 22.2'Sq. Inlet+32.3, 28.5'Post+42.8, 25.2'Post+49.8, 88.3' 12" Bush+51.2, 88.1' 12" Bush+52.6, 90.1' 12" Bush+59.0, 89.8' 15" Stump+62.8, 80.3' 15" Stump+66.4, 73.2' 15" Stump+58.4, 11.4' 18" Dec.+86.6, 11.6' 15" Dec.+97.9, 65.9' 120" Bush+02.7, 57.0' 6" Dec.+00.2, 59.9' 48" Bush+09.8, 61.8' 6" Dec.+09.3, 63.6' 6" Dec.+08.9, 67.7' 6" Dec.+07.5, 85.9' 60" Bush+17.9, 84.9' 72" Bush+44.5, 20.2' 6" Con.+16.6, 111.0' 36" Bush+13.6, 110.7' 36" Bush+78.9, 21.3' 15" Dec.+22.8, 1.3' Sign+81.6, 40.5' Guy Wire+03.2, 70.8' Guy Wire+01.7, 89.3' Guy Wire+02.0, 92.4' Guy Wire+01.4, 103.4' Power Pole+71.6, 47.1' 15" Stump+85.2, 47.3' 15" Stump+80.5, 41.0' 12" Dec.+84.7, 49.3' Sign+92.3, 47.5' 15" Dec.+96.3, 40.8' PP w/Light&Riser n to pp+27.0, 64.3' 30" Dec.+10.2, 6.0' Bollard+10.1, 12.9' Post+10.3, 16.5' Post+10.3, 19.7' Post+10.3, 22.4' Post+11.3, 19.7' F/O Marker+19.6, 24.7' Gas Marker+11.3, 30.9' 6" Dec.+68.9, 23.8' 6" Dec.+65.4, 42.4' 18" Dec.+82.2, 42.3' Post+16.4, 54.3' Rnd. Inlet+19.4, 55.6' Sign (W11A-2)+15.1, 59.1' Water Meter+45.2, 110.4' Inlet+43.7, 115.4' San. M.H.+53.0, 25.7' Tele Box+38.7, 44.7' San. M.H.+33.8, 49.1' Water Valve+49.3, 43.4' Storm M.H.+57.7, 44.1' Power Pole+88.9, 20.4' PP w/RiserMONON TRAIL
MONON TRAIL
MONON BOULEVARD NB
MONON BOULEVARD SB
MONON BOULEVARD SB
MATT AND RACHEL LLC
(three-story townhomes)
(three-story bldg)
LINE M
LINE P
LINE M
LINE P
STR. NO. 626 STR. NO. 631
STR. NO. 634
STR. NO. 637
STR. NO. 628
STR. NO. 630
STR. NO. 629
STR. NO. 632 STR. NO. 633
Constr Limits
Constr Limits
Constr Limits
Constr Limits
Constr Limits
Constr LimitsConstr Limits
Constr Limits
LINE P-NBSTR. NO. 626B LINE P-NB
LINE P-SB
LINE P-SB
STR. NO. 626A
STR. NO. 635
Constr Limits
Constr Limits
T.B.M. #404
All R/W and Topo from Line "M" Unless Noted Otherwise
TBM #403 - Top of NW Corner of Conc Retaining Wall.
Sta. 30+19.51 "M", 18.14' Rt., Elev. = 828.58'
TBM #404 - Top of SW Corner of Conc Porch for Apt. 1B.
Sta. 26+66.51 "M", 82.89' Rt., Elev. = 828.50'
ORIGINATING BENCHMARK
DESIGNATION - V 42 PID - LB0600
STATE/COUNTY - IN/HAMILTON
USGS QUAD - WESTFIELD (1992)
VERT ORDER - SECOND CLASS 0
DESCRIBED BY COAST AND GEODETIC SURVEY 1934
1.8 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND
LOUISVILLE RAILWAY FROM THE STATION AT WESTFIELD,
HAMILTON COUNTY, 6 12 RAILS SOUTH OF CULVERT B-165.1 IN
THE NORTHEAST ANGLE OF A GRAVEL ROAD, 9 YARDS EAST OF
THE EAST RAIL, 6 YARDS NORTH OF THE CENTERLINE OF THE
ROAD, AND ABOUT 3 FEET HIGHER THAN THE RAIL. A STANDARD
DISK, STAMPED V 42 1934 AND SET IN THE TOP OF A CONCRETE
POST PROJECTING ONE-HALF FOOT ABOVE GROUND.
ELEVATION = 884.62 (NAVD 88)
PROPOSED
LEGEND
EXISTING
Storm Manhole
Gas Line
Storm Inlets
Sanitary Manhole
Gas ValveGas Meter
Sanitary Cleanout
Water LineWater ValveFire Hydrant
Sprinkler
Electric Line
Power Pole w/(Riser)Light & Power Pole
Light & Power Pole w/Riser
Water Meter
Light PoleGuy Wire
Electric Box
Fiber Optic LineTelephone Line
Telephone ManholeCable TV LineCable TV Box
Telephone Riser
Utility ManholeWood Fence
Iron PinSignFlag PoleBushTree TrunkDeciduous TreeConiferous Tree
Overhead Utility Line
Wood FenceWire FenceChainlink FenceIron FenceIrr. Valve
Mailbox
W.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: PP-PRA.dwgDATE/USER: 7/24/2017 12:58 PM / Tybennett1"=20'
1"=5'
20
835
830
825
840
820
815
835
830
825
840
820
815 MATCH LINE 24+50 'P
'
PLAN AND PROFILE
LINE 'P'
810810 MATCH LINE 29+50 'P'
30+00 30+17
MONON TRAIL 1st ST NWMAIN STSec. 25, T18N, R3E
Clay Township
Hamilton County
12156 MERIDIANASSOCIATES LLC
R AND M BURGERS LLC
CARMEL LOFTS LLC
App. Exist. R/W
App. Exist. R/W
App. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp PLApp PLApp PL
(asph)
(asph)(asph)(asph)
(asph)
(asph)
(asph)
(dirt)
(dirt)(conc)(conc)(brick)
(conc)
(conc)
(one-story bldg)
(asph)(brick)(asph)(asph)(three-story bldg)30+0031+0032+0033+0034+00Sec. 25, T18N, R3E
Clay Township
Hamilton County
+55.9, 22.7'Sq. Inlet+85.0, 22.8'Sq. Inlet+16.1, 23.9'Sq. Inlet+30.6, 7.9'Storm M.H.+53.5, 25.2'Post+55.8, 25.2'Post+70.2, 25.2'Post+73.3, 25.3'Post+84.1, 25.3'Post+86.5, 25.1'Post+98.1, 25.4'Post+00.6, 25.3'Post+11.7, 25.4'Post+19.3, 6.8'Elec. Box+84.7, 47.6'Light Pole+84.9, 2.9'Light Pole+93.1, 4.1'Curb Stop+93.8, 5.8'Fire Hyd.+93.8, 7.0'Water Valve+98.3, 8.6'Sq. Inlet+97.3, 20.5'San. M.H.+90.5, 17.6'Storm M.H.+93.5, 28.9'Sign+70.6, 3.4'Light Pole+10.1, 19.7'Rnd. Inlet+50.5, 4.3'Light Pole+34.1, 29.3'Water Valve+34.1, 29.3'Water Valve+60.6, 2.0'Sign (Stop)+64.3, 10.1'Cleanout+69.5, 5.4'San. M.H.+88.9, 8.3'San. M.H.+11.3, 12.3'Sq. Inlet+99.5, 26.2'Water Valve+77.3, 20.5'San. M.H.+69.4, 29.9'Water Valve+68.6, 47.2'Light Pole+99.9, 38.5'Water Valve+99.6, 40.9'Fire Hyd.+62.5, 44.0'Cleanout+06.6, 20.9' Storm M.H.+28.2, 23.4' F/O Marker+42.8, 20.9' Elec. Box+44.2, 22.9' Light Pole+38.0, 57.8' Elec. Box+41.3, 57.8' Sq. Inlet+45.6, 56.4' San. M.H.+91.7, 7.2' Bollard+91.9, 16.1' Sign+95.9, 14.3' Sign (Stop)+04.0, 18.0' Rnd. Inlet+84.6, 19.6' Light Pole+84.6, 40.9' 9" Dec.+32.6, 15.8' Sign+00.0, 21.2' 36" Dec.+63.0, 6.1' Bollard+62.7, 14.2' Post+54.8, 19.4' Sign+68.3, 20.3' Sign (Stop)+81.2, 36.4' San. M.H.MONON TRAIL
MONON BOULEVARD NB
MONON BOULEVARD SB
OLD TOWN ASSOCIATES LLC
LINE M
LINE P
STR. NO. 638
STR. NO. 639
Constr Limits
Constr Limits
LINE P-SB
END PHASE 1
CONSTRUCTION
30+49.68 "LINE P"
T.B.M. #403
30+00 31+00 32+00 33+00 34+00828.81828.67828.22827.82827.88828.15828.52828.50828.38828.39828.47828.37828.24828.13827.96827.57826.39826.47828.15828.08828.00827.93PVI STA: 30+27.68
PVI ELEV: 827.92
VCL: 0'
-0.48%
Existing Grade
@ Line 'P'
END PHASE 1
CONSTRUCTION
STA. 30+49.68 "P"
ELEV. = 827.82
All R/W and Topo from Line "M" Unless Noted Otherwise
TBM #403 - Top of NW Corner of Conc Retaining Wall.
Sta. 30+19.51 "M", 18.14' Rt., Elev. = 828.58'
TBM #404 - Top of SW Corner of Conc Porch for Apt. 1B.
Sta. 26+66.51 "M", 82.89' Rt., Elev. = 828.50'
ORIGINATING BENCHMARK
DESIGNATION - V 42 PID - LB0600
STATE/COUNTY - IN/HAMILTON
USGS QUAD - WESTFIELD (1992)
VERT ORDER - SECOND CLASS 0
DESCRIBED BY COAST AND GEODETIC SURVEY 1934
1.8 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND
LOUISVILLE RAILWAY FROM THE STATION AT WESTFIELD,
HAMILTON COUNTY, 6 12 RAILS SOUTH OF CULVERT B-165.1 IN
THE NORTHEAST ANGLE OF A GRAVEL ROAD, 9 YARDS EAST OF
THE EAST RAIL, 6 YARDS NORTH OF THE CENTERLINE OF THE
ROAD, AND ABOUT 3 FEET HIGHER THAN THE RAIL. A STANDARD
DISK, STAMPED V 42 1934 AND SET IN THE TOP OF A CONCRETE
POST PROJECTING ONE-HALF FOOT ABOVE GROUND.
ELEVATION = 884.62 (NAVD 88)
PROPOSED
LEGEND
EXISTING
Storm Manhole
Gas Line
Storm Inlets
Sanitary Manhole
Gas ValveGas Meter
Sanitary Cleanout
Water LineWater ValveFire Hydrant
Sprinkler
Electric Line
Power Pole w/(Riser)Light & Power Pole
Light & Power Pole w/Riser
Water Meter
Light PoleGuy Wire
Electric Box
Fiber Optic LineTelephone Line
Telephone ManholeCable TV LineCable TV Box
Telephone Riser
Utility ManholeWood Fence
Iron PinSignFlag PoleBushTree TrunkDeciduous TreeConiferous Tree
Overhead Utility Line
Wood FenceWire FenceChainlink FenceIron FenceIrr. Valve
Mailbox
W.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: PP-PRA.dwgDATE/USER: 7/24/2017 12:58 PM / Tybennett1"=20'
1"=5'
21
835
830
825
840
820
815
835
830
825
840
820
815
PLAN AND PROFILE
LINE 'P'
810810MATCH LINE 29+50 'P'
20+00 21+00 22+00 23+00 24+00827.44827.96828.31828.65828.70828.59828.40828.45828.39828.21828.11828.29828.27827.88827.73828.66829.10828.45828.34828.29828.85829.35829.25829.08828.88828.68828.02827.89827.76827.64827.51827.38827.25827.54827.79827.76827.29827.18827.01+0.00%+2.00%-0.42%
+1.34%+1.01%-1.88%-0.31%-0.69%
-0.81%-0.73%
+0.00%+0.00%-5.85%-0.51%
PVI STA: 19+66.58
PVI ELEV: 828.68
VCL: 0'
PVI STA: 20+03.17
PVI ELEV: 829.41
VCL: 0'
PVI STA: 20+41.58
PVI ELEV: 829.15
VCL: 0'
PVI STA: 23+01.10
PVI ELEV: 827.55
VCL: 0'
PVI STA: 23+40.11
PVI ELEV: 827.95
VCL: 0'
PVI STA: 23+77.10
PVI ELEV: 827.25
VCL: 0'
PVI STA: 24+01.24
PVI ELEV: 827.18
VCL: 0'
PVI STA: 24+46.24
PVI ELEV: 826.87
VCL: 0'
PVI STA: 21+10.58
PVI ELEV: 828.59
VCL: 0'
PVI STA: 20+34.48
PVI ELEV: 829.18
VCL: 0'
PVI STA: 21+22.16
PVI ELEV: 828.03
VCL: 0'
PVI STA: 21+11.58
PVI ELEV: 828.59
VCL: 0'
PVI STA: 21+21.16
PVI ELEV: 828.03
VCL: 0'
PVI STA: 22+77.95
PVI ELEV: 827.24
VCL: 0'
BEGIN STATION
STA. 19+65.58 "P-NB"
ELEV. = 828.68
STR. NO. 622
INV. IN=823.46
INV. OUT=822.36
131 Lft. of 10"Ø PIPE @ 0.00%
STR. NO. 623
INV. IN=823.46
INV. IN=823.46
18 Lft. of 10"Ø PIPE @ 0.00%
STR. NO. 624
INV. IN=823.46
INV. IN=823.46
88 Lft. of 10"Ø PIPE @ 0.00%
STR. NO. 625
INV. IN=823.46
STR. NO. 632
INV. IN=822.15
INV. IN=824.49
INV. IN=821.50
INV. IN=820.73
INV. OUT=820.73
Trench on East Side of MononElev.=822.96 Trench on East Side of MononElev.=822.96GS
MONON TRAIL 2nd ST SWSec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
MATT AND RACHEL LLC
OLD TOWN ASSOCIATES LLC
BRE II LLC
RAIDERSINVESTMENTS
LLCMIDTOWN EASTBLOCK I LLC
CARMELREDEVELOPMENTAUTHORITYMIDTOWN EASTBLOCK I LLCApp. Exist. R/W
App. Exist. R/W App. Exist. R/WApp. Exist. R/WApp PLApp PLApp PLApp PL+56.6, 3.1'Sq. Inlet+87.5, 9.2'Sign (No Parking)+05.1, 17.7'???+06.8, 5.7'???+01.6, 17.4'F/O Marker+14.6, 14.1'Storm M.H.+24.2, 15.0'Sign+09.9, 18.7'Sign (15 MPH)+58.5, 15.2'Sign (No Parking)+20.2, 13.3'Storm M.H.+15.4, 6.1'Sq. Inlet+03.9, 55.6'Sq. Inlet+94.3, 59.7'30" Bush+85.8, 59.7'30" Bush+76.9, 59.3'30" Bush+47.3, 52.9'Rnd. Inlet+61.5, 54.1'Rnd. Inlet+21.8, 18.5'Post+23.0, 15.3'Sign+27.2, 3.3'Sign+72.2, 7.1'Sign (W11A-2)+86.9, 18.4'Water Valve+87.0, 17.8'Fire Hyd.+93.6, 17.8'Sign (Stop)+82.8, 56.1'PP w/Light e to pp+93.9, 60.2'Water Valve+52.0, 65.3' Tele Marker+66.1, 50.9' Tele Marker+84.1, 35.0' Sign (15 MPH)+21.6, 31.5' Post+21.7, 33.8' Post+21.7, 35.7' Post+21.7, 39.3' Post+18.9, 45.6' Post+16.5, 56.5' Post+15.4, 58.3' Post+13.4, 60.0' Post+12.2, 61.7' Post+10.5, 64.4' Post+08.3, 67.1' Post+06.6, 68.8' Post+04.8, 71.4' Post+25.3, 37.3' Sign+21.6, 43.0' Post+22.5, 49.1' Tele Marker+21.8, 53.3' Guy Wire+21.8, 55.9' Guy Wire+25.4, 53.7' Gas Marker+27.7, 61.8' Rnd. Inlet+21.7, 73.5' PP w/Riser w to pp+69.0, 20.6' Bollard+67.1, 28.8' Sign+69.0, 27.6' Post+71.3, 28.2' Sign (Stop)+88.6, 66.4' Post+93.9, 70.4' Rnd. Inlet+51.7, 84.0' Water Valve+65.1, 93.0' Fire Hyd.+72.5, 143.3' Water Meter+81.3, 112.0' 12" Bush+84.8, 110.2' 12" Bush+88.0, 110.4' 12" Bush+99.2, 109.3' 12" Bush+03.8, 110.3' 12" Bush+09.3, 111.3' 12" Bush+10.3, 117.2' 12" Bush+19.5, 118.7' 12" Bush+22.5, 119.1' 12" Bush+25.2, 121.8' 12" Bush+00.7, 111.6' 9" Dec.+09.0, 118.9' 9" Dec.+05.0, 45.4' 15" Dec.+25.3, 45.2' 30" Dec.+39.3, 123.5' 15" Stump+48.2, 114.6' 15" Stump+46.5, 45.4' 18" Dec.4th ST SWMONON BOULEVARD NB
MONON BOULEVARD SB
LINE M
LINE P
LINE M
LINE P
STR. SS-1
STR. SS-2
Constr Limits
Constr Limits
Constr Limits
Constr Limits
Construction
Limits
Constr Limits
Constr Limits 20+0021+0022+0023+0024+00App PLBEGIN STATION
19+65.58 "P-NB"
LINE P-NB
LINE P-SB
LINE P-NB
LINE P-SB
PROPOSED
LEGEND
EXISTING
Storm Manhole
Gas Line
Storm Inlets
Sanitary Manhole
Gas ValveGas Meter
Sanitary Cleanout
Water LineWater ValveFire Hydrant
Sprinkler
Electric Line
Power Pole w/(Riser)Light & Power Pole
Light & Power Pole w/Riser
Water Meter
Light PoleGuy Wire
Electric Box
Fiber Optic LineTelephone Line
Telephone ManholeCable TV LineCable TV Box
Telephone Riser
Utility ManholeWood Fence
Iron PinSignFlag PoleBushTree TrunkDeciduous TreeConiferous Tree
Overhead Utility Line
Wood FenceWire FenceChainlink FenceIron FenceIrr. Valve
Mailbox
All R/W and Topo from Line "M" Unless Noted Otherwise
TBM #403 - Top of NW Corner of Conc Retaining Wall.
Sta. 30+19.51 "M", 18.14' Rt., Elev. = 828.58'
TBM #404 - Top of SW Corner of Conc Porch for Apt. 1B.
Sta. 26+66.51 "M", 82.89' Rt., Elev. = 828.50'
ORIGINATING BENCHMARK
DESIGNATION - V 42 PID - LB0600
STATE/COUNTY - IN/HAMILTON
USGS QUAD - WESTFIELD (1992)
VERT ORDER - SECOND CLASS 0
DESCRIBED BY COAST AND GEODETIC SURVEY 1934
1.8 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND
LOUISVILLE RAILWAY FROM THE STATION AT WESTFIELD,
HAMILTON COUNTY, 6 12 RAILS SOUTH OF CULVERT B-165.1 IN
THE NORTHEAST ANGLE OF A GRAVEL ROAD, 9 YARDS EAST OF
THE EAST RAIL, 6 YARDS NORTH OF THE CENTERLINE OF THE
ROAD, AND ABOUT 3 FEET HIGHER THAN THE RAIL. A STANDARD
DISK, STAMPED V 42 1934 AND SET IN THE TOP OF A CONCRETE
POST PROJECTING ONE-HALF FOOT ABOVE GROUND.
ELEVATION = 884.62 (NAVD 88)
W.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: PP-PNB.dwgDATE/USER: 7/20/2017 4:19 PM / Tybennett1"=20'
1"=5'
22
835
830
825
840
820
815
835
830
825
840
820
815 MATCH LINE 24+50 'P'PLAN AND PROFILE
LINE 'P-NB'
810810MATCH LINE 19+50 'P'
25+00 26+00 27+00 27+50828.21828.25828.30828.41828.51828.52828.43828.34829.08828.61828.29826.84826.67826.62826.79826.96827.13827.33827.52827.72827.91828.49828.75-0.69%
-2.30%
+0.69%+0.78%+0.00%+4.67%+0.00%+1.30%
PVI STA: 24+91.24
PVI ELEV: 826.56
VCL: 0'
PVI STA: 25+73.10
PVI ELEV: 827.12
VCL: 0'
PVI STA: 26+78.73
PVI ELEV: 827.94
VCL: 0'
PVI STA: 26+79.73
PVI ELEV: 827.94
VCL: 0'
PVI STA: 26+88.73
PVI ELEV: 828.36
VCL: 0'
PVI STA: 26+89.73
PVI ELEV: 828.36
VCL: 0'
PVI STA: 27+23.07
PVI ELEV: 828.79
VCL: 0'
END STATION
STA. 27+35.80 "P-NB"
ELEV. = 828.50
158 Lft. of 6"Ø PIPE @ 0.00%
STR. NO. 633
INV. IN=822.15
INV. OUT=822.15
120 Lft. of 6"Ø PIPE @ 0.00%STR. NO. 634
INV. OUT=822.15
Trench on East Side of MononElev.=821.61 Trench on East Side of MononElev.=821.61 1st ST SWCARMEL CLAY HISTORICAL SOCIETY
12156 MERIDIANASSOCIATES LLC
OLD TOWN ASSOCIATES LLC
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W App. Exist. R/WApp PLApp. Exist. R/W
CARMEL CLAY HISTORICAL SOCIETY
OLD TOWN ASSOCIATES LLC
Sec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
+82.3, 22.7'Inlet+21.7, 27.1'Inlet+21.8, 48.7'Inlet+44.7, 21.8'Inlet+63.1, 56.8'36" Bush+66.6, 56.9'36" Bush+71.3, 56.9'36" Bush+74.3, 56.9'36" Bush+77.0, 57.1'36" Bush+28.8, 56.4'36" Bush+32.3, 56.0'36" Bush+35.6, 55.8'36" Bush+39.6, 56.3'36" Bush+43.4, 56.6'36" Bush+55.1, 56.9'36" Bush+58.8, 57.0'36" Bush+61.3, 57.0'36" Bush+65.1, 57.0'36" Bush+79.4, 56.3'36" Bush+81.8, 55.7'36" Bush+86.7, 55.6'36" Bush+89.4, 56.1'36" Bush+93.8, 54.1'Sign (Stop)+06.6, 55.5'Light Pole+15.1, 30.0'Water Valve+18.3, 27.0'Water Valve+20.1, 17.7'Water Valve+98.9, 24.1'Post+98.9, 20.4'Post+98.9, 17.3'Post+98.8, 14.6'Post+95.2, 12.1'15" Dec.+79.1, 3.3'12" Dec.+89.4, 0.1'Water Meter+46.2, 16.2'Sign (Handicap)+47.5, 32.7'12" Dec.+55.7, 107.7' 15" Stump+76.0, 46.1' 15" Dec.+87.3, 100.4' 120" Bush+92.1, 91.5' 6" Dec.+89.6, 94.4' 48" Bush+99.2, 96.3' 6" Dec.+98.7, 98.1' 6" Dec.+98.2, 102.2' 6" Dec.+96.9, 120.4' 60" Bush+07.3, 119.4' 72" Bush+33.9, 54.7' 6" Con.+05.9, 145.5' 36" Bush+02.9, 145.2' 36" Bush+68.3, 55.8' 15" Dec.+12.3, 35.3' Sign+71.0, 75.0' Guy Wire+92.6, 105.3' Guy Wire+91.1, 123.8' Guy Wire+91.4, 126.9' Guy Wire+90.8, 137.9' Power Pole+61.0, 81.6' 15" Stump+74.6, 81.8' 15" Stump+69.9, 75.5' 12" Dec.+74.1, 83.8' Sign+81.7, 82.0' 15" Dec.+85.6, 75.3' PP w/Light&Riser n to pp+24.1, 97.4' 30" Dec.+98.9, 31.0' Bollard+98.9, 37.9' Post+99.1, 41.5' Post+99.0, 44.7' Post+99.0, 47.4' Post+00.0, 44.7' F/O Marker+08.3, 49.7' Gas Marker+00.1, 55.9' 6" Dec.+61.2, 51.2' 6" Dec.+60.3, 70.2' 18" Dec.+76.8, 67.8' Post+05.1, 79.3' Rnd. Inlet+08.1, 80.6' Sign (W11A-2)+03.9, 84.1' Water Meter+33.9, 135.4' Inlet+32.4, 140.4' San. M.H.+27.4, 69.7' San. M.H.+22.6, 74.1' Water ValveMONON TRAIL
MONON TRAIL
MONON BOULEVARD NB
MONON BOULEVARD SB
MONON BOULEVARD SB
MATT
A
N
D
RACHEL LL
C
LINE M
LINE P
LINE M
LINE P
Constr Limits
Constr Limits
Constr Limits
Constr Limits
Constr Limits
Constr Limits25+0026+0027+00LINE P-NB
LINE P-SB
Constr Limits
Constr Limits
END STATION
27+35.80 "P-NB"
T.B.M. #404
PROPOSED
LEGEND
EXISTING
Storm Manhole
Gas Line
Storm Inlets
Sanitary Manhole
Gas ValveGas Meter
Sanitary Cleanout
Water LineWater ValveFire Hydrant
Sprinkler
Electric Line
Power Pole w/(Riser)Light & Power Pole
Light & Power Pole w/Riser
Water Meter
Light PoleGuy Wire
Electric Box
Fiber Optic LineTelephone Line
Telephone ManholeCable TV LineCable TV Box
Telephone Riser
Utility ManholeWood Fence
Iron PinSignFlag PoleBushTree TrunkDeciduous TreeConiferous Tree
Overhead Utility Line
Wood FenceWire FenceChainlink FenceIron FenceIrr. Valve
Mailbox
All R/W and Topo from Line "M" Unless Noted Otherwise
TBM #403 - Top of NW Corner of Conc Retaining Wall.
Sta. 30+19.51 "M", 18.14' Rt., Elev. = 828.58'
TBM #404 - Top of SW Corner of Conc Porch for Apt. 1B.
Sta. 26+66.51 "M", 82.89' Rt., Elev. = 828.50'
ORIGINATING BENCHMARK
DESIGNATION - V 42 PID - LB0600
STATE/COUNTY - IN/HAMILTON
USGS QUAD - WESTFIELD (1992)
VERT ORDER - SECOND CLASS 0
DESCRIBED BY COAST AND GEODETIC SURVEY 1934
1.8 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND
LOUISVILLE RAILWAY FROM THE STATION AT WESTFIELD,
HAMILTON COUNTY, 6 12 RAILS SOUTH OF CULVERT B-165.1 IN
THE NORTHEAST ANGLE OF A GRAVEL ROAD, 9 YARDS EAST OF
THE EAST RAIL, 6 YARDS NORTH OF THE CENTERLINE OF THE
ROAD, AND ABOUT 3 FEET HIGHER THAN THE RAIL. A STANDARD
DISK, STAMPED V 42 1934 AND SET IN THE TOP OF A CONCRETE
POST PROJECTING ONE-HALF FOOT ABOVE GROUND.
ELEVATION = 884.62 (NAVD 88)
W.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: PP-PNB.dwgDATE/USER: 7/20/2017 4:19 PM / Tybennett1"=20'
1"=5'
23
835
830
825
840
820
815
835
830
825
840
820
815 MATCH LINE 24+50 'P'PLAN AND PROFILE
LINE 'P-NB'
810810
20+00 21+00 22+00 23+00 24+00829.55830.04830.31829.82829.80829.68829.55829.76829.52829.31829.28829.00828.89828.70828.54829.13828.85828.30828.04827.95829.87830.39830.34829.79829.46829.26829.10828.97828.84828.72828.59828.46828.33829.06829.34829.31828.87828.22827.84-0.66%+0.00%
-0.51%
-0.00%+1.64%+2.10%-6.00%+0.00%-0.81%
+1.48%+0.00%+5.91%+0.90%-1.75%-4.75%+0.00%-0.46%
PVI STA: 20+41.59
PVI ELEV: 830.23
VCL: 0'
PVI STA: 20+42.59
PVI ELEV: 830.23
VCL: 0'
PVI STA: 22+77.95
PVI ELEV: 828.32
VCL: 0'
PVI STA: 19+66.58
PVI ELEV: 829.72
VCL: 0'
PVI STA: 19+72.69
PVI ELEV: 829.82
VCL: 0'
PVI STA: 20+04.00
PVI ELEV: 830.48
VCL: 0'
PVI STA: 20+52.59
PVI ELEV: 829.63
VCL: 0'
PVI STA: 20+53.59
PVI ELEV: 829.63
VCL: 0'
PVI STA: 21+10.59
PVI ELEV: 829.17
VCL: 0'
PVI STA: 22+88.77
PVI ELEV: 828.48
VCL: 0'
PVI STA: 22+90.10
PVI ELEV: 828.48
VCL: 0'
PVI STA: 23+01.10
PVI ELEV: 829.13
VCL: 0'
PVI STA: 23+40.06
PVI ELEV: 829.48
VCL: 0'
PVI STA: 23+77.10
PVI ELEV: 828.83
VCL: 0'
PVI STA: 23+89.10
PVI ELEV: 828.26
VCL: 0'
PVI STA: 23+90.43
PVI ELEV: 828.26
VCL: 0'
PVI STA: 24+01.24
PVI ELEV: 828.21
VCL: 0'
BEGIN PROJECT
STA. 19+65.58 "P-NB"
ELEV. = 829.72
120 Lft. of 6"Ø PIPE @ 0.00%
STR. NO. 619
INV. IN=825.25
INV. OUT=825.24
STR. NO. 620
INV. IN=825.25
INV. IN=825.25
116 Lft. of 6"Ø PIPE @ 0.00%
STR. NO. 621
INV. IN=825.25
STR. NO. 626
INV. IN=822.45
INV. IN=824.25
INV. IN=822.45
INV. IN=822.45
INV. OUT=822.35
119 Lft. of 6"Ø PIPE @ 0.00%Trench on West Side of MononElev.=824.75 Trench on West Side of MononElev.=824.75
Trench on West Side of MononElev.=821.95
-0.66%+0.00%
-0.51%
-0.00%+1.64%+2.10%-6.00%+0.00%-0.81%
+1.48%+0.00%+5.91%+0.90%-1.75%-4.75%+0.00%-0.46%-1.56%GS
MONON TRAIL 2nd ST SWSec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
MATT AND RACHEL LLC
OLD TOWN ASSOCIATES LLC
BRE II LLC
RAIDERSINVESTMENTS
LLCMIDTOWN EASTBLOCK I LLC
CARMELREDEVELOPMENTAUTHORITYMIDTOWN EASTBLOCK I LLCApp. Exist. R/W
App. Exist. R/W App. Exist. R/WApp. Exist. R/WApp PLApp PLApp PLApp PL(grass)
(conc)
(conc)
(conc)(conc)
(conc)
(stone)
(asph)
(asph)
(asph)
(asph)
(asph)(asph)
(asph)
(asph)
(asph)
(asph)
(conc)
(conc)
(conc)
(conc)(wood deck)(stone)
(grass)
(stone)
(asph)
(asph)(one-story bldg)(one-story bldg)(stone)
(grass)(grass)
(conc)+56.6, 57.1'Sq. Inlet+87.5, 63.2'Sign (No Parking)+05.1, 71.7'???+06.8, 59.7'???+01.6, 36.6'F/O Marker+14.6, 39.9'Storm M.H.+24.2, 69.0'Sign+09.9, 35.3'Sign (15 MPH)+58.5, 69.2'Sign (No Parking)+20.2, 40.7'Storm M.H.+15.4, 60.1'Sq. Inlet+03.9, 109.6'Sq. Inlet+94.3, 113.7'30" Bush+85.8, 113.7'30" Bush+76.9, 113.3'30" Bush+47.3, 106.9'Rnd. Inlet+61.5, 108.1'Rnd. Inlet+21.8, 35.5'Post+23.0, 38.7'Sign+27.2, 50.7'Sign+72.2, 61.1'Sign (W11A-2)+86.9, 72.4'Water Valve+87.0, 71.8'Fire Hyd.+93.6, 71.8'Sign (Stop)+82.8, 110.1'PP w/Light e to pp+93.9, 114.2'Water Valve+52.0, 11.3' Tele Marker+66.1, 3.1' Tele Marker+84.1, 19.0' Sign (15 MPH)+21.6, 22.5' Post+21.7, 20.2' Post+21.7, 18.3' Post+21.7, 14.7' Post+18.9, 8.4' Post+16.5, 2.5' Post+15.4, 4.3' Post+13.4, 6.0' Post+12.2, 7.7' Post+10.5, 10.4' Post+08.3, 13.1' Post+06.6, 14.8' Post+04.8, 17.4' Post+25.3, 16.7' Sign+21.6, 11.0' Post+22.5, 4.9' Tele Marker+21.8, 0.7' Guy Wire+21.8, 1.9' Guy Wire+25.4, 0.3' Gas Marker+27.7, 7.8' Rnd. Inlet+21.7, 19.5' PP w/Riser w to pp+69.0, 33.4' Bollard+67.1, 25.2' Sign+69.0, 26.4' Post+71.3, 25.8' Sign (Stop)+88.6, 12.4' Post+93.9, 16.4' Rnd. Inlet+51.7, 30.0' Water Valve+65.1, 39.0' Fire Hyd.+72.5, 89.3' Water Meter+81.3, 58.0' 12" Bush+84.8, 56.2' 12" Bush+88.0, 56.4' 12" Bush+99.2, 55.3' 12" Bush+03.8, 56.3' 12" Bush+09.3, 57.3' 12" Bush+10.3, 63.2' 12" Bush+19.5, 64.7' 12" Bush+22.5, 65.1' 12" Bush+25.2, 67.8' 12" Bush+00.7, 57.6' 9" Dec.+09.0, 64.9' 9" Dec.+05.0, 8.6' 15" Dec.+25.3, 8.8' 30" Dec.+39.3, 69.5' 15" Stump+48.2, 60.6' 15" Stump+46.5, 8.6' 18" Dec.4th ST SWMONON BOULEVARD NB
MONON BOULEVARD SB
(three-story townhomes)
LINE M
LINE P
LINE M
LINE P
STR. SS-1
STR. SS-2
STR. NO. 619 STR. NO. 620
STR. NO. 621
STR. NO. EX5
STR. NO. 626
STR. NO. 614A
STR. NO. 627
STR. NO. EX3
STR. NO. 622 STR. NO. 625
STR. NO. EX2
STR. NO. 623
STR. NO. EX4
STR. NO. 624
STR. NO. 643
STR. NO. 640 STR. NO. 642
STR. NO. 616A
STR. NO. 614
STR. NO. 632
STR. NO. 616
Constr Limits
Constr Limits
Constr Limits
Constr Limits
Constr
Limits
Constr Limits
Constr Limits
App PLBEGIN CONSTRUCTION
19+65.58 "P-SB"
LINE P-NB
LINE P-SB
LINE P-NB
LINE P-SB20+0021+0022+0023+0024+00Constr Limits
PROPOSED
LEGEND
EXISTING
Storm Manhole
Gas Line
Storm Inlets
Sanitary Manhole
Gas ValveGas Meter
Sanitary Cleanout
Water LineWater ValveFire Hydrant
Sprinkler
Electric Line
Power Pole w/(Riser)Light & Power Pole
Light & Power Pole w/Riser
Water Meter
Light PoleGuy Wire
Electric Box
Fiber Optic LineTelephone Line
Telephone ManholeCable TV LineCable TV Box
Telephone Riser
Utility ManholeWood Fence
Iron PinSignFlag PoleBushTree TrunkDeciduous TreeConiferous Tree
Overhead Utility Line
Wood FenceWire FenceChainlink FenceIron FenceIrr. Valve
Mailbox
All R/W and Topo from Line "M" Unless Noted Otherwise
TBM #403 - Top of NW Corner of Conc Retaining Wall.
Sta. 30+19.51 "M", 18.14' Rt., Elev. = 828.58'
TBM #404 - Top of SW Corner of Conc Porch for Apt. 1B.
Sta. 26+66.51 "M", 82.89' Rt., Elev. = 828.50'
ORIGINATING BENCHMARK
DESIGNATION - V 42 PID - LB0600
STATE/COUNTY - IN/HAMILTON
USGS QUAD - WESTFIELD (1992)
VERT ORDER - SECOND CLASS 0
DESCRIBED BY COAST AND GEODETIC SURVEY 1934
1.8 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND
LOUISVILLE RAILWAY FROM THE STATION AT WESTFIELD,
HAMILTON COUNTY, 6 12 RAILS SOUTH OF CULVERT B-165.1 IN
THE NORTHEAST ANGLE OF A GRAVEL ROAD, 9 YARDS EAST OF
THE EAST RAIL, 6 YARDS NORTH OF THE CENTERLINE OF THE
ROAD, AND ABOUT 3 FEET HIGHER THAN THE RAIL. A STANDARD
DISK, STAMPED V 42 1934 AND SET IN THE TOP OF A CONCRETE
POST PROJECTING ONE-HALF FOOT ABOVE GROUND.
ELEVATION = 884.62 (NAVD 88)
W.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: PP-PSB.dwgDATE/USER: 7/20/2017 4:57 PM / Tybennett1"=20'
1"=5'
24
835
830
825
840
820
815
835
830
825
840
820
815 MATCH LINE 24+50 'P'PLAN AND PROFILE
LINE 'P-SB'
810810MATCH LINE 19+50 'P'
25+00 26+00 27+00 28+00 29+00828.09827.84827.68827.65827.93828.78829.11829.34829.69829.53828.41828.38828.61828.37828.01828.08827.56827.01826.84826.91827.45827.06826.86827.01827.15827.30827.44827.59827.73827.88828.66829.05828.53828.24828.17828.09828.02827.94827.87827.79-1.56%+0.58%+0.00%+5.94%+1.92%+1.69%-2.23%-2.00%-0.30%
PVI STA: 24+91.24
PVI ELEV: 826.81
VCL: 0'
PVI STA: 26+78.64
PVI ELEV: 827.90
VCL: 0'
PVI STA: 26+79.97
PVI ELEV: 827.90
VCL: 0'
PVI STA: 26+89.23
PVI ELEV: 828.45
VCL: 0'
PVI STA: 27+10.56
PVI ELEV: 828.86
VCL: 0'
PVI STA: 27+23.56
PVI ELEV: 829.08
VCL: 0'
PVI STA: 27+34.76
PVI ELEV: 828.83
VCL: 0'
PVI STA: 27+62.30
PVI ELEV: 828.28
VCL: 0'
STR. NO. 630
INV. IN=822.45
INV. OUT=822.45
154 Lft. of 6"Ø PIPE @ 0.00%
STR. NO. 631
INV. OUT=822.45 STR. NO. 637
INV. OUT=824.61
189 Lft. of 8"Ø PIPE @ 0.00%
Trench on West Side of MononElev.=821.95 Trench on West Side of MononElev.=821.95
Trench on West Side of MononElev.=824.11119 Lft. of 6"Ø PIPE @ 0.00%
+0.58%+0.00%+5.94%+1.92%+1.69%-2.23%-2.00%-0.30%1st ST SWCARMEL CLAY HISTORICAL SOCIETY
12156 MERIDIANASSOCIATES LLC
OLD TOWN ASSOCIATES LLC
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W App. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp PLApp. Exist. R/W
CARMEL CLAY HISTORICAL SOCIETY
OLD TOWN ASSOCIATES LLC
(asph)
(asph)
(asph)
(conc)
(three-story townhomes)
(stone)
(wooden guardrail)
(wooden guardrail)
(asph)
(asph)
(grass)
(one-story house)
(wood deck)
(grass)
(grass)
(park bench)
(asph)8" water main(conc)(conc)
(conc)(conc)(conc)(bldg)
(grass)
(grass)
(grass)
(grass)
(conc)
(conc)
(asph)
(asph)
(one-story house)
(shed)
(grass)
(4' wood fence)
(dirt)
(dirt)(conc)(conc)(conc)
(park bench)8" water mainSec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
+82.3, 76.7'Inlet+21.7, 81.1'Inlet+21.8, 102.7'Inlet+55.0, 70.3'Inlet+63.1, 110.8'36" Bush+66.6, 110.9'36" Bush+71.3, 110.9'36" Bush+74.3, 110.9'36" Bush+77.0, 111.1'36" Bush+44.2, 106.8'36" Bush+47.6, 105.9'36" Bush+50.8, 105.3'36" Bush+54.9, 105.2'36" Bush+58.3, 105.0'36" Bush+65.2, 103.9'36" Bush+67.4, 103.7'36" Bush+68.9, 103.5'36" Bush+71.2, 103.3'36" Bush+79.9, 102.2'36" Bush+82.3, 101.6'36" Bush+87.2, 101.5'36" Bush+89.9, 102.0'36" Bush+94.3, 100.0'Sign (Stop)+07.1, 101.4'Light Pole+15.6, 75.9'Water Valve+18.8, 72.9'Water Valve+20.6, 28.3'Water Valve+99.4, 21.8'Post+99.4, 25.5'Post+99.4, 28.6'Post+99.3, 31.3'Post+95.7, 33.8'15" Dec.+79.6, 42.6'12" Dec.+89.9, 46.0'Water Meter+51.1, 32.5'Sign (Handicap)+47.5, 21.3'12" Dec.+44.5, 28.5'Fire Hyd.+41.6, 29.8'Curb Stop+43.8, 32.5'Water Meter+44.6, 39.6'Irr. Valve+45.1, 41.0'Irr. Valve+43.4, 63.2'Sign (W11A-2)+51.3, 74.3'Tele Box+51.1, 79.4'Elec. Meter+50.9, 86.5'Elec. Meter+50.9, 81.4'Elec. Box+51.1, 84.4'Elec. Box+50.5, 85.4'Cleanout+51.1, 89.1'Tele Box+85.0, 43.8'Sq. Inlet+10.1, 43.5'Sq. Inlet+34.8, 43.4'Sq. Inlet+60.0, 43.8'Sq. Inlet+84.6, 43.1'Sq. Inlet+21.5, 49.4'Post+32.1, 46.1'Post+55.7, 53.7' 15" Stump+76.0, 7.9' 15" Dec.+87.3, 46.4' 120" Bush+92.1, 37.5' 6" Dec.+89.6, 40.4' 48" Bush+99.2, 42.3' 6" Dec.+98.7, 44.1' 6" Dec.+98.3, 48.2' 6" Dec.+96.9, 66.4' 60" Bush+07.3, 65.4' 72" Bush+33.9, 0.7' 6" Con.+05.9, 91.5' 36" Bush+02.9, 91.2' 36" Bush+68.3, 1.8' 15" Dec.+13.9, 18.2' Sign+71.0, 21.0' Guy Wire+92.6, 51.3' Guy Wire+91.1, 69.8' Guy Wire+91.4, 72.9' Guy Wire+90.8, 83.9' Power Pole+61.0, 27.6' 15" Stump+74.6, 27.8' 15" Stump+69.9, 21.5' 12" Dec.+74.1, 29.8' Sign+81.7, 28.0' 15" Dec.+85.6, 21.3' PP w/Light&Riser n to pp+18.7, 44.8' 30" Dec.+99.4, 14.9' Bollard+99.4, 8.0' Post+99.6, 4.4' Post+99.5, 1.2' Post+99.5, 1.5' Post+00.5, 1.2' F/O Marker+08.8, 3.8' Gas Marker+00.6, 10.0' 6" Dec.+61.1, 4.3' 6" Dec.+57.5, 22.9' 18" Dec.+76.9, 21.8' Post+05.6, 33.4' Rnd. Inlet+08.6, 34.7' Sign (W11A-2)+04.4, 38.2' Water Meter+34.4, 89.5' Inlet+32.9, 94.5' San. M.H.+42.3, 4.8' Tele Box+27.9, 23.8' San. M.H.+23.1, 28.2' Water Valve+38.6, 22.5' Storm M.H.+46.9, 23.2' Power PoleMONON TRAIL
MONON TRAIL
MONON BOULEVARD NB
MONON BOULEVARD SB
MONON BOULEVARD SB
MATT
A
N
D
RACHEL LL
C
(three-story bldg)
LINE M
LINE P
LINE M
LINE P
STR. NO. 631
STR. NO. 636
STR. NO. 634
STR. NO. 637
STR. NO. 628
STR. NO. 630
STR. NO. 629
STR. NO. 633
Constr Limits
Constr Limits
Constr Limits
Constr Limits
Constr LimitsConstr Limits
LINE P-SB
LINE P-NB
LINE P-SB25+0026+0027+0028+0029+00Constr Limits
T.B.M. #404
PROPOSED
LEGEND
EXISTING
Storm Manhole
Gas Line
Storm Inlets
Sanitary Manhole
Gas ValveGas Meter
Sanitary Cleanout
Water LineWater ValveFire Hydrant
Sprinkler
Electric Line
Power Pole w/(Riser)Light & Power Pole
Light & Power Pole w/Riser
Water Meter
Light PoleGuy Wire
Electric Box
Fiber Optic LineTelephone Line
Telephone ManholeCable TV LineCable TV Box
Telephone Riser
Utility ManholeWood Fence
Iron PinSignFlag PoleBushTree TrunkDeciduous TreeConiferous Tree
Overhead Utility Line
Wood FenceWire FenceChainlink FenceIron FenceIrr. Valve
Mailbox
All R/W and Topo from Line "M" Unless Noted Otherwise
TBM #403 - Top of NW Corner of Conc Retaining Wall.
Sta. 30+19.51 "M", 18.14' Rt., Elev. = 828.58'
TBM #404 - Top of SW Corner of Conc Porch for Apt. 1B.
Sta. 26+66.51 "M", 82.89' Rt., Elev. = 828.50'
ORIGINATING BENCHMARK
DESIGNATION - V 42 PID - LB0600
STATE/COUNTY - IN/HAMILTON
USGS QUAD - WESTFIELD (1992)
VERT ORDER - SECOND CLASS 0
DESCRIBED BY COAST AND GEODETIC SURVEY 1934
1.8 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND
LOUISVILLE RAILWAY FROM THE STATION AT WESTFIELD,
HAMILTON COUNTY, 6 12 RAILS SOUTH OF CULVERT B-165.1 IN
THE NORTHEAST ANGLE OF A GRAVEL ROAD, 9 YARDS EAST OF
THE EAST RAIL, 6 YARDS NORTH OF THE CENTERLINE OF THE
ROAD, AND ABOUT 3 FEET HIGHER THAN THE RAIL. A STANDARD
DISK, STAMPED V 42 1934 AND SET IN THE TOP OF A CONCRETE
POST PROJECTING ONE-HALF FOOT ABOVE GROUND.
ELEVATION = 884.62 (NAVD 88)
W.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: PP-PSB.dwgDATE/USER: 7/20/2017 4:57 PM / Tybennett1"=20'
1"=5'
25
835
830
825
840
820
815
835
830
825
840
820
815 MATCH LINE 24+50 'P'PLAN AND PROFILE
LINE 'P-SB'
810810MATCH LINE 29+50 'P'
30+00 30+25826.98827.22827.72827.65827.57END PROJECT
STA. 30+17.19 "P-NB"
ELEV. = 827.52
STR. NO. 638
INV. IN=824.61
INV. OUT=824.61
57 Lft. of 8"Ø PIPE @ 0.00%
STR. NO. 639
INV. IN=824.61
Trench on West Side of MononElev.=824.11
MONON TRAIL MAIN ST12156 MERIDIANASSOCIATES LLC
App. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp PL(asph)
(asph)
(dirt)
(dirt)(conc)(conc)(brick)
(conc)
(asph)(brick)(asph)(asph)(three-story bldg)+45.2, 43.6'Sq. Inlet+74.2, 43.7'Sq. Inlet+05.3, 44.8'Sq. Inlet+42.7, 46.1'Post+45.1, 46.1'Post+59.4, 46.1'Post+62.6, 46.2'Post+73.4, 46.2'Post+75.8, 46.0'Post+87.4, 46.3'Post+89.8, 46.3'Post+00.9, 46.3'Post+08.6, 27.7'Elec. Box+95.9, 0.0' Storm M.H.MONON BOULEVARD SB
OLD TOWN ASSOCIATES LLC
STR. NO. 638
STR. NO. 639
Constr Limits
Constr Limits 30+00END STATION
30+17.19 "P-SB"
T.B.M. #403
PROPOSED
LEGEND
EXISTING
Storm Manhole
Gas Line
Storm Inlets
Sanitary Manhole
Gas ValveGas Meter
Sanitary Cleanout
Water LineWater ValveFire Hydrant
Sprinkler
Electric Line
Power Pole w/(Riser)Light & Power Pole
Light & Power Pole w/Riser
Water Meter
Light PoleGuy Wire
Electric Box
Fiber Optic LineTelephone Line
Telephone ManholeCable TV LineCable TV Box
Telephone Riser
Utility ManholeWood Fence
Iron PinSignFlag PoleBushTree TrunkDeciduous TreeConiferous Tree
Overhead Utility Line
Wood FenceWire FenceChainlink FenceIron FenceIrr. Valve
Mailbox
All R/W and Topo from Line "M" Unless Noted Otherwise
TBM #403 - Top of NW Corner of Conc Retaining Wall.
Sta. 30+19.51 "M", 18.14' Rt., Elev. = 828.58'
TBM #404 - Top of SW Corner of Conc Porch for Apt. 1B.
Sta. 26+66.51 "M", 82.89' Rt., Elev. = 828.50'
ORIGINATING BENCHMARK
DESIGNATION - V 42 PID - LB0600
STATE/COUNTY - IN/HAMILTON
USGS QUAD - WESTFIELD (1992)
VERT ORDER - SECOND CLASS 0
DESCRIBED BY COAST AND GEODETIC SURVEY 1934
1.8 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND
LOUISVILLE RAILWAY FROM THE STATION AT WESTFIELD,
HAMILTON COUNTY, 6 12 RAILS SOUTH OF CULVERT B-165.1 IN
THE NORTHEAST ANGLE OF A GRAVEL ROAD, 9 YARDS EAST OF
THE EAST RAIL, 6 YARDS NORTH OF THE CENTERLINE OF THE
ROAD, AND ABOUT 3 FEET HIGHER THAN THE RAIL. A STANDARD
DISK, STAMPED V 42 1934 AND SET IN THE TOP OF A CONCRETE
POST PROJECTING ONE-HALF FOOT ABOVE GROUND.
ELEVATION = 884.62 (NAVD 88)
W.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: PP-PSB.dwgDATE/USER: 7/20/2017 4:57 PM / Tybennett1"=20'
1"=5'
26
835
830
825
840
820
815
835
830
825
840
820
815
PLAN AND PROFILE
LINE 'P-SB'
810810MATCH LINE 29+50 'P'
16+00 17+00 18+00 19+00
16+00 17+00 18+00 19+00
PEDCOR INVESTMENTS1988 III LP CITY OF CARMEL
SOUTH CONSTRUCTIONCOMPANY INC
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W App PLApp PLSec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
N19°0
6
'
5
9
"
E
N0°53'01"W
N20°53'0
1
"
W
N0°53'01"W N0°53'01"W
CURVE DATA
P.I. = 16+24.93 "LINE P"
Delta = 10°26'34" Rt.
R = 86.50 ft
T = 7.90 ft
L = 15.77 ft
E = 0.36 ft
P.C. = 16+17.03
P.T. = 16+32.79
CURVE DATA
P.I. = 16+40.02 "LINE P"
Delta = 9°33'26" Rt.
R = 86.50 ft
T = 7.23 ft
L = 14.43 ft
E = 0.30 ft
P.C. = 16+32.79
P.T. = 16+47.22
CURVE DATA
P.I. = 17+39.73 "LINE P"
Delta = 9°56'30" Rt.
R = 86.50 ft
T = 7.52 ft
L = 15.01 ft
E = 0.33 ft
P.C. = 17+32.21
P.T. = 17+47.22
CURVE DATA
P.I. = 17+54.83 "LINE P"
Delta = 10°03'30" Rt.
R = 86.50 ft
T = 7.61 ft
L = 15.19 ft
E = 0.33 ft
P.C. = 17+47.22P.T. = 17+62.40
CURVE DATA
P.I. = 17+98.32 "LINE P"
Delta = 20°00'00" Rt.
R = 83.50 ft
T = 14.72 ft
L = 29.15 ft
E = 1.29 ft
P.C. = 17+83.60
P.T. = 18+12.74
P.I. = 16+24.93 "LINE P"
P.I. = 16+40.02 "LINE P"P.I. = 17+39.73 "LINE P"
P.I. = 17+54.83 "LINE P"
P.I. = 17+98.32 "LINE P"
R/W R/W R/W R/W
R/WR/W
MONON BOULEVARD SB
MONON BOULEVARD SB
MONON TRAIL
MONON TRAIL
MONON BOULEVARD NB MONON BOULEVARD NB
N0°53'01"WN0°53'01"W 17+0018+00LINE M
LINE P
LINE P
LINE M
UTILITY BOX, +12 "M"INSTALL 4'x4' COMMUNICATIONSMANHOLE AND STEEL CASTING.CONNECT TO EXISTING CARMELCOMMUNICATIONS FIBER OPTIC LINE.RIM=830.66
UTILITY MH, +34 "M"INSTALL 36"∅ COMMUNICATIONSMANHOLE AND STEEL CASTING.RIM=830.22
UTILITY BOX, +04 "M"INSTALL 4'x4' COMMUNICATIONSMANHOLE AND STEEL CASTING.CONNECT TO EXISTING CARMELCOMMUNICATIONS FIBER OPTIC LINE.RIM=830.05
UTILITY MH, +27 "M"INSTALL 36"∅ COMMUNICATIONSMANHOLE AND STEEL CASTING.RIM=830.42
267 LFT 12" DI
PRESERVE AND PROTECT EX. AT&T FIBER OPTIC FACILITY. SEE NOTE 13-SHEET 32.
CARMEL COMMUNICATIONS EX. FIBER OPTIC LINE IN CONDUIT. SEE NOTE 11-SHEET 32.
PRESERVE AND PROTECT EX. SPECTRUM/BRIGHTHOUSE FIBER OPTIC LINE. SEE NOTE 10-SHEET 32.
RETIRE WATER MAINS. TO BE REMOVED ASNECESSARY AND CAPPED IF ENCOUNTERED.
EX. 8" DI
NEW HYDRANT
ASSEMBLY
(1) 12"x12" MJ TEE
(3) GATE VALVES
(1) 12" CONNECTION
12" DI TO BE INSTALLED BY OTHERS
(1) 12"x12" MJ TEE
(3) GATE VALVES
128 LFT 12" DI
EX. 8" DI IN STEEL CASING
12"x8" MJ REDUCER
8" CONNECTION
PRESERVE AND PROTECT
EX. UTILITY BOXES
DUKE DISTRIBUTION CONDUIT
(BY OTHERS)
W.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: UTILITY PLAN A.dwgDATE/USER: 7/24/2017 1:23 PM / Tybennett1"=10'
1"=10'
27UTILITY PLAN
LINE 'M'MATCH LINE 19+00 'M'NOTES:FOR UTILITY PLAN NOTES, SEE SHEET 32
LEGENDSEXISTING PROPOSED
S
S
20+0019+00 21+00 22+00
20+0019+00 21+00 22+00
MIDTOWN EASTBLOCK I LLC
CARMELREDEVELOPMENTAUTHORITYMIDTOWN EASTBLOCK I LLCApp. Exist. R/W
App PL4th ST SWSec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
MIDTOWN EAST
N0°53'01"W N0°53'01"W N0°53'01"W N0°53'01"W
N19°0
6
'
5
9
"
E
CURVE DATA
P.I. = 21+81.33 "LINE P"
Delta = 20°00'00" Rt.
R = 73.50 ft
T = 12.96 ft
L = 25.66 ft
E = 1.13 ft
P.C. = 21+68.37
P.T. = 21+94.02
P.I. = 21+81.33 "LINE P"
R/W
R/WR/WR/WR/W
MONON BOULEVARD SB
MONON BOULEVARD SB
MONON TRAIL MONON TRAIL
MONON BOULEVARD NB MONON BOULEVARD NB MONON BOULEVARD NB
Str. SS-1, +23 "LINE M"INSTALL SANITARYMANHOLE TYPE 'I' WITH55 LFT OF 8"∅ SDR-35 PVC @ 0.46%RIM=828.75INV IN (6"~S)=820.95INV OUT (8"~NE)=820.85
Str. SS-2, +56 "LINE M"EXISTING SANITARY MANHOLEMECHANNICALLY CORE TO CONNECTPROPOSED 8" SANITARY MAIN.RIM=827.99INV IN (8"~SW)=820.6020+0021+00LINE M
LINE P
LINE M
LINE P
UTILITY MH, +80 "M"INSTALL 36"∅ COMMUNICATIONSMANHOLE AND STEEL CASTING.RIM=830.65
UTILITY MH, +80 "M"INSTALL 36"∅ COMMUNICATIONSMANHOLE AND STEEL CASTING.RIM=828.41
45° MJ BEND
45° MJ BEND
62 LFT 12" DI
REMOVE 12" CAP W/ 2" BLOW
OFF ASSEMBLY AND CONNECT
PROPOSED WATER MAIN.
12" CONNECTION
CONNECT TO EXISTING UTILITY BOX
CARMEL COMMUNICATIONS EX.
DIRECT BURY FIBER OPTIC LINE. SEENOTE 11-SHEET 32.
CONNECT TO EX. STORM PIPE WITH CONCRETE COLLAR
CARMEL COMMUNICATIONS EX.DIRECT BURY FIBER OPTIC LINE. SEE
NOTE 11-SHEET 32.
PRESERVE AND PROTECT EX. AT&T FIBER OPTIC FACILITY. SEE NOTE 13-SHEET 32.
PRESERVE AND PROTECT EX. SPECTRUM/BRIGHTHOUSE FIBER OPTIC LINE. SEE NOTE 10-SHEET 32.
CARMEL COMMUNICATIONS EX. FIBER OPTIC LINE IN CONDUIT. SEE NOTE 11-SHEET 32.
EX. 8" PVC SANITARY MAIN
EX. 8" PVC SANITARY MAIN
12" CONNECTION
PRESERVE AND PROTECT EX. 12" DI WATER MAIN
PROPOSED GASMAIN RELOCATION
BY OTHERS
PROPOSED GAS MAIN
RELOCATION BY OTHERS
PRESERVE AND PROTECT EX.
SPECTRUM/BRIGHTHOUSE. CONTACT
UTILITY WHEN WORKING IN THE AREA.
RETIRE HYDRANT
ASSEMBLY
EX. 12" DI
INSTALL NEW HYDRANT ASSEMBLY
REMOVE 111 LFT OF EX. WATER MAIN AFTER RELOCATION
111 LFT 12" DI 22.5° MJ BEND
WATER MAIN BY
OTHERS. TO BE
INSTALLED WITH
PROJECT 16-ENG-31
EX. DUKE UGE SEE NOTE 9-SHEET 32 RETIRE VALVES
REMOVE EXISTING
CONDUIT STUBS
UTILITY BOX, +65 'M'
REPLACE EXISTING
QUAZITE BOX WITH 4'X4' COMMUNICATIONS
MANHOLE AND STEEL CASTING. CONNECTTO EXISTING SPECTRUM FIBER OPTIC LINE.
UTILITY MH, +44 "M"INSTALL 36"∅ COMMUNICATIONSMANHOLE AND STEEL CASTING.RIM=830.36
UTILITY MH, +45 "M"INSTALL 36"∅ COMMUNICATIONSMANHOLE AND STEEL CASTING.RIM=828.22
INSTALL, CAP AND MARK 10
LFT OF 6" SANTIARY LATERAL
Adjust Valve
to Grade
DUKE DISTRIBUTION CONDUIT
(BY OTHERS)
W.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: UTILITY PLAN A.dwgDATE/USER: 7/24/2017 1:23 PM / Tybennett1"=10'
1"=10'
28 MATCH LINE 22+00 'M'UTILITY PLAN
LINE 'M'MATCH LINE 19+00 'M'NOTES:FOR UTILITY PLAN NOTES, SEE SHEET 32
LEGENDSEXISTING PROPOSED
S
25+0022+00 23+00 24+00
25+0022+00 23+00 24+00
MONON TRAIL 2nd ST SWMATT AND RACHEL LLC
OLD TOWN ASSOCIATES LLC
BRE II LLCRAIDERS
INVESTMENTS
LLCApp. Exist. R/W
App. Exist. R/W App. Exist. R/WApp. Exist. R/WApp PLApp PLMATT AND RACHEL LLCSec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
MIDTOWN EASTBLOCK I LLC
N0°53'01"W N0°53'01"W N0°53'01"W N0°53'01"W
N20°53'0
1
"
W
N0°53'01"W
CURVE DATA
P.I. = 22+22.00 "LINE P"
Delta = 20°00'00" Rt.
R = 86.50 ft
T = 15.25 ft
L = 30.19 ft
E = 1.33 ft
P.C. = 22+06.74
P.T. = 22+36.94
CURVE DATA
P.I. = 24+03.94 "LINE P"
Delta = 8°04'10" Rt.
R = 86.50 ft
T = 6.10 ft
L = 12.18 ft
E = 0.21 ft
P.C. = 23+97.84
P.T. = 24+10.02
CURVE DATAP.I. = 24+19.06 "LINE P"
Delta = 11°55'50" Rt.
R = 86.50 ft
T = 9.04 ft
L = 18.01 ft
E = 0.47 ft
P.C. = 24+10.02P.T. = 24+28.03
CURVE DATA
P.I. = 24+53.71 "LINE P"
Delta = 19°59'59" Rt.
R = 73.50 ft
T = 12.96 ft
L = 25.66 ft
E = 1.13 ft
P.C. = 24+40.75
P.T. = 24+66.41
P.I. = 22+22.00 "LINE P"
P.I. = 24+03.94 "LINE P"
P.I. = 24+19.06 "LINE P"
P.I. = 24+53.71 "LINE P"
R/W
MONON BOULEVARD SB MONON BOULEVARD SB
MONON TRAIL
MONON TRAIL
MONON BOULEVARD NB
N0°53'01"W 23+0024+00LINE M
LINE P
LINE P
LINE M
LINE P
LINE M
UTILITY MH, +15 "M"INSTALL 36"∅ COMMUNICATIONSMANHOLE AND STEEL CASTING.RIM=829.84
UTILITY MH, +15 "M"INSTALL 36"∅ COMMUNICATIONSMANHOLE AND STEEL CASTING.RIM=828.12
CARMEL COMMUNICATIONS EX.DIRECT BURY FIBER OPTIC LINE. SEE
NOTE 11-SHEET 32.
PRESERVE AND PROTECT EX.AT&T FIBER OPTIC FACILITY.
SEE NOTE 13-SHEET 32.
PRESERVE AND PROTECT EX. SPECTRUM/BRIGHTHOUSE
FIBER OPTIC LINE. SEE NOTE 10-SHEET 32.
CARMEL COMMUNICATIONS EX. FIBER OPTIC LINE IN CONDUIT. SEE NOTE 11-SHEET 32.
PRESERVE AND PROTECT EX. SPECTRUM/BRIGHTHOUSE FIBER OPTIC LINE. SEE NOTE 10-SHEET 32.
22.5° MJ BEND PROPOSED GAS MAINRELOCATION BY OTHERS302 LFT 12" DI (2) 11.25° MJ BENDS
INSTALL NEW HYDRANT ASSEMBLY
RETIRE EX. FIREHYDRANT ASSEMBLY
REMOVE 300 LFT EX. WATER MAIN AFTER RELOCATION
EX. DUKE UGE SEE NOTE 9-SHEET 32
EX. DUKE UGE SEE NOTE 9-SHEET 32
COORDINATE WITH VECTRENFOR RELOCATION OF EX. MAIN
COORDINATE WITH DUKE
ENERGY FOR RELOCATION
OF EX. POWER POLE
INSTALL NEW HYDRANT ASSEMBLY
RETIRE EXISTING
HYDRANT ASSEMBLY
(1) 12"x12" MJ TEE
(3) 12" GATE VALVES
(2) 45° MJ BENDS
8" CONNECTION
155 LFT 12" DI
RETIRE 8" DI
12"x8" MJ REDUCER
UTILITY MH, +85 "M"INSTALL 36"∅ COMMUNICATIONSMANHOLE AND STEEL CASTING.RIM=827.56
UTILITY MH, +83 "M"INSTALL 36"∅ COMMUNICATIONSMANHOLE AND STEEL CASTING.RIM=829.24
RETIRE VALVE
DUKE DISTRIBUTION CONDUIT
(BY OTHERS)
INSTALL TAP AND 45 LFT OF
2" SERVICE LINE W/ TEMPORARY
2" BLOW OFF ASSEMBLY. METERTO BE INSTALLED IN PHASE IB.
SEE DETAIL, SHEET 47
REMOVE UTILITY BOX
AFTER RELOCATION OF
CARMEL COMMUNICATIONS
FIBER OPTIC LINE
W.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: UTILITY PLAN A.dwgDATE/USER: 7/24/2017 1:23 PM / Tybennett1"=10'
1"=10'
29MATCH LINE 22+00 'M'UTILITY PLAN
LINE 'M'MATCH LINE 25+00 'M'NOTES:FOR UTILITY PLAN NOTES, SEE SHEET 32
LEGENDSEXISTING PROPOSED
S
25+00 27+3626+00 27+00
25+00 26+00
27+00 28+00
1st ST SWCARMEL CLAY HISTORICAL SOCIETY
12156 MERIDIANASSOCIATES LLC
App. Exist. R/W
App. Exist. R/W App. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/W
CARMEL CLAY HISTORICAL SOCIETY
OLD TOWN ASSOCIATES LLC
Sec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
N0°53'01"W
N7°13'41"E
CURVE DATA
P.I. = 26+20.60 "LINE P"
Delta = 8°06'42" Rt.
R = 125.50 ft
T = 8.90 ft
L = 17.77 ft
E = 0.32 ft
P.C. = 26+11.70
P.T. = 26+29.47
CURVE DATA
P.I. = 26+87.90 "LINE P"
Delta = 8°06'42" Rt.
R = 86.50 ft
T = 6.13 ft
L = 12.25 ft
E = 0.22 ft
P.C. = 26+81.77
P.T. = 26+94.01
P.I. = 26+20.60 "LINE P"
P.I. = 26+87.90 "LINE P"
MONON BOULEVARD SB
MONON BOULEVARD SB
MONON TRAIL
MONON BOULEVARD NB
N0°53'01"W26+0027+00LINE M
LINE P
LINE P
LINE M
UTILITY MH, +85 "M"INSTALL 36"∅ COMMUNICATIONSMANHOLE AND STEEL CASTING.RIM=828.85
UTILITY BOX, +42 "M"INSTALL 4'x4' COMMUNICATIONSMANHOLE AND STEEL CASTING.CONNECT TO EXISTING CARMELCOMMUNICATIONS FIBER OPTIC LINE.RIM=828.49
UTILITY MH, +42 "M"INSTALL 36"∅ COMMUNICATIONSMANHOLE AND STEEL CASTING.RIM=827.60
CARMEL COMMUNICATIONS EX.
DIRECT BURY FIBER OPTIC LINE. SEE
NOTE 11-SHEET 32.
PRESERVE AND PROTECT EX. AT&T FIBER
OPTIC FACILITY. SEE NOTE 13-SHEET 32.
CARMEL COMMUNICATIONS EX. FIBER OPTICLINE IN CONDUIT. SEE NOTE 11-SHEET 32.
175 LFT 12" DI
22.5° MJ BEND
12" CONNECTION
INSTALL HYDRANT
ASSEMBLY
ADJUST (2)
VALVES TO
GRADE
RETIRE VALVE PLUG AT TEE
ADJUST
METER PIT
TO GRADE
REMOVE & RETIRE HYDRANT
Ex. 2" SERVICE LINE
REMOVE/RETIRE METER PIT
CONTRACTOR TO REMOVE EXISTINGELECTRICAL PEDESTAL AND POLE.COORDINATE W/ DUKE ENERGY. DUKEENERGY TO RE-BUILD SERVICE TOCARMEL CLAY HISTORICAL SOCIETYFROM DIFFERENT LOCATION.
UTILITY MH, +02 "M"INSTALL 36"∅ COMMUNICATIONSMANHOLE AND STEEL CASTING.RIM=828.48
COORDINATE W/ DUKE ENERGYTO DETERMINE LOCATION OFEXISTING UNDERGROUND SERVICE.BLOODHOUND UNABLE TO LOCATE.
UTILITY MH, +01 "M"INSTALL 36"∅ COMMUNICATIONSMANHOLE AND STEEL CASTING.RIM=828.17
ADJUST VALVE
TO GRADE
PRESERVE AND PROTECT EX.
UTILITY STRUCTURE DURING
CONSTRUCTION. ADJUST TO GRADE
W.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: UTILITY PLAN A.dwgDATE/USER: 7/24/2017 1:23 PM / Tybennett1"=10'
1"=10'
30 MATCH LINE 28+00 'M'UTILITY PLAN
LINE 'M'MATCH LINE 25+00 'M'NOTES:FOR UTILITY PLAN NOTES, SEE SHEET 32
LEGENDSEXISTING PROPOSED
S
30+00 30+1728+00 29+00
MAIN ST12156 MERIDIANASSOCIATES LLC
OLD TOWN ASSOCIATES LLC
App. Exist. R/W
App. Exist. R/W
App. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/WOLD TOWN ASSOCIATES LLC
Sec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
N0°53'01"W
MONON BOULEVARD SB
MONON TRAIL
N0°53'01"W29+0030+00LINE P
LINE M
LINE P
LINE M
CARMEL COMMUNICATIONS EX.
DIRECT BURY FIBER OPTIC LINE. SEENOTE 11-SHEET 32.
PRESERVE AND PROTECT EX. AT&T FIBER
OPTIC FACILITY. SEE NOTE 13-SHEET 32.
REMOVE EXISTING POWER POLE.
COORDINATE W/ DUKE ENERGY.
UTILITY BOX, +77 "M"INSTALL 4'x4' COMMUNICATIONSMANHOLE AND STEEL CASTING.CONNECT TO EXISTING DUKEENERGY CONDUIT TO NORTH.MANHOLE TO BE LOCATEDBEHIND CURB.RIM=827.91
UTILITY BOX, +15 "M"INSTALL 4'x4' COMMUNICATIONSMANHOLE AND STEEL CASTING.MANHOLE TO BE LOCATEDBEHIND CURB. CARMELCOMMUNICATION'S CONTRACTORTO RE-ROUTE AND CONNECT TOEXISTING CONDUIT AFTER INSTALLATION.RIM=828.19
PROTECT EXISTING UTILITY
HANDHOLE AS NECESSARY
DURING CONSTRUCTION.
ADJUST TO GRADE.
COORDINATE W/ AT&T FIBER
FOR REMOVAL OF EXISTING F.O.
MARKER POST.
W.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: UTILITY PLAN A.dwgDATE/USER: 7/24/2017 1:23 PM / Tybennett1"=10'
1"=10'
31MATCH LINE 28+00 'M'UTILITY PLAN
LINE 'M'
NOTES:FOR UTILITY PLAN NOTES, SEE SHEET 32
LEGENDSEXISTING PROPOSED
S
S 20+0018+00 19+00 21+00
20+0018+00 19+00 21+00
App. Exist. R/W
App. Exist. R/W
App PL
Sec. 25, T18N, R3EClay TownshipHamilton County
R/WR/W
Str. SS-2, +04 "M"EXISTING SANITARY MANHOLEMECHANNICALLY CORE TO CONNECTPROPOSED 8" SANITARY MAIN.ADJUST RIM TO GRADEINV IN (8"~SW)=820.60
Str. SS-1, +61 "M"INSTALL SANITARYMANHOLE TYPE 'I' WITH55 LFT OF 8"∅ SDR-35 PVC @ 0.46%RIM=828.75INV IN (6"~S)=820.95INV OUT (8"~NE)=820.854th ST SWMONON BOULEVARD SB MONON BOULEVARD SB
MONON TRAIL MONON TRAIL
MONON BOULEVARD NB MONON BOULEVARD NB10+0011+00INSTALL, CAP AND MAKR 10
LFT OF 6" SANITARY LATERAL
DUKE DISTRIBUTION CONDUIT
(BY OTHERS)
810
815
820
825
830
835
810
815
820
825
830
835
10+00 11+00 11+50828.78828.08827.73826.97828.14828.27828.56828.7110 LFT of 6"∅SDR-35 PVC SANITARY LATERAL @ 2.00%
55 LFT of 8"∅SDR-35 PVC @ 0.46%
INV IN (6"~S):820.95
INV OUT (8"~NE):820.85
INV IN (8"~SW):820.60
STR. SS-1
RIM=828.75
EX. STR. SS-2
ADJUST TO GRADE
W.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: UTILITY PLAN A.dwgDATE/USER: 7/24/2017 4:06 PM / Tybennett1"=5'
32UTILITY PLAN
LINE 'M'
1"=20'
UTILITIES NOTES
1. CONTRACTOR TO FIELD VERIFY EXISTING WATER MAIN FOR SIZE, TYPE
& LOCATION AT ALL CONNECTION & DISCONNECT LOCATIONS.
2.CONTRACTOR TO VERIFY EXISTING AND PROPOSED ELEVATIONS AT
HYDRANT LOCATION BEFORE INSTALLING HYDRANT ASSEMBLY.
3.CONTRACTOR SHALL RECONNECT ANY EXISTING WATER SERVICES. ALL
LONG SIDE SERVICES REQUIRE CASING UNDER ROADWAY.
4. VALVE KEY EXTENSIONS ARE TO BE USED FOR ANY VALVE KEY BELOW
4' FROM FINISHED GRADE.
5.CONTRACTOR TO VERIFY AND COORDINATE WITH CWU ON LOCATION
OF PROPOSED WATER MAIN SO AS TO NOT CONFLICT WITH PROPOSED
ROAD IMPROVEMENTS.
6.CONTRACTOR TO DEFLECT PIPE AND US MJ BENDS AS NECESSARY OR
AS DIRECTED BY CWU PERSONNEL TO STAY ON PROPOSED ALIGNMENT
AND AVOID EXISTING AND PROPOSED STRUCTURES, PIPES AND
UTILITIES.
7.CONTRACTOR TO VERIFY AND CONFIRM ALL PROPOSED AND EXISTING,
UNDERGROUND AND CROSSINGS WITHIN THE WATER MAINS
PROPOSED PATH. MINIMUM COVER IS 54" FROM PROPOSED GRADE.
CONTRACTOR IS REQUIRED TO COORDINATE WITH ENGINEER AND
CWU ON VERTICAL AND HORIZONTAL CHANGES WITH THE WATERMAIN INSTALLATION. IN SOME CASES THE WATER MAIN MAYBE
ALLOWED TO BE INSTALLED WITH LESS THAN 54" OF COVER OR MORE
THAN 54" OF COVER.
8. COORDINATE WITH SHEET IR1.1-IR1.7 FOR IRRIGATION SERVICES,
TAPS, METERS, AND ALL OTHER IRRIGATION FACILITIES.
9.CONTRACTOR SHALL COORDINATE WITH DUKE ENERGY FOR
INSTALLATION OF DISTRIBUTION DUCT CONDUITS. TO BE COMPLETED
BY DUKE, NOT IN THIS CONTRACT. NEW DISTRIBUTION ELECTRIC
LINES SHALL BE IN SERVICE PRIOR TO EXCAVATING NEAR EXISTING
UNDERGROUND DUKE ENERGY LINES.
10.PRESERVE AND PROTECT EXISTING SPECTRUM/BRIGHTHOUSE FIBER
OPTIC LINE. COORDINATE WITH SPECTRUM/BRIGHTHOUSE FOR
LOWERING IN PLACE OF EXISTING FIBER OPTIC LINE AS NECESSARY
WHEN ENCOUNTERED.
11. CONTRACTOR TO CUT AND REMOVE CARMEL COMMUNICATIONS
DIRECT BURY FIBER OPTIC LINE WHEN ENCOUNTERED. CUT AND
REMOVE FIBER OPTIC IN CONDUIT AFTER FACILITY HAS BEEN
RELOCATED.
12.CONTRACTOR TO INSTALL 2-4" CONDUITS (1-4" SCH 40 PVC/1-4"
INTERDUCT WITH 4-1" DUCTS) FROM NEAREST UTILITY MANHOLE/BOX
TO EACH P-1 CABINET LOCATION.
13.CONTRACTOR TO PRESERVE AND PROTECT EXISTING AT&T FIBEROPTICS LINES. CONTRACTOR SHALL COORDINATE WITH RANDY
RETSCHLAG (JMC ENGINEERS AND ASSOCIATES) WHEN EXCAVATING
NEAR THE EXISTING FIBER OPTIC LINES.
14.CARMEL COMMUNICATIONS CONDUITS (CC) SHALL INCLUDE ONE (1) -
4" ∅ SCH. 40 PVC OPEN CONDUIT AND ONE (1) - 4"∅ SCH 40 PVC
INNERDUCT WITH 4 - 1" INNERDUCTS. INSTALLATION SHALL BE IN
ACCORDANCE WITH CITY OF CARMEL STANDARD DETAIL 10-44 AND
10-45. ALL UTILITY MANHOLES AND BOXES SHALL BE IN ACCORDANCE
WITH THE STANDARD DETAILS ON SHEETS 63-64. COORDINATE WITH
CARMEL COMMUNICATIONS FOR ADDITIONAL REQUIREMENTS AND
INSPECTION OF INSTALLATION. CONTRACTOR SHALL REMOVE THE
EXISTING CARMEL COMMUNICATIONS FIBER OPTIC LINES THAT ARE IN
CONDUIT IF ENCOUNTERED, UNLESS OTHERWISE NOTED HEREIN,
AFTER THE NEW CARMEL COMMUNICATIONS FO FACILITY IS
OPERATIONAL. COORDINATE WITH CARMEL COMMUNICATIONS BEFORE
REMOVAL OF ANY OF THEIR FACILITIES.
15.COORDINATE WITH REA PLANS FOR ALL LIGHTING, POLES ANDFOUNDATIONS, WIRE, CONDUITS, LIGHTING HANDHOLE, SERVICE
POINT, P-1 CABINET, AND ALL OTHER ELECTRIC FACILITIES.
NOTES:FOR UTILITY PLAN NOTES, SEE SHEET 32
LEGENDSEXISTING PROPOSED
S
SSec. 25, T18N, R3EClay TownshipHamilton CountyMIDTOWN EAST
BLOCK I LLC
CARMELREDEVELOPMENTAUTHORITYSec. 25, T18N, R3EClay TownshipHamilton CountyMIDTOWN EAST4TH ST SW
MONON BOULEVARD N/BMONON BOULEVARD S/BPHASE 2
PHASE 1APHASE 1A
DAMRECOMMENDEDFOR APPROVALDESIGN ENGINEERDATEDESIGNED:CHECKED:DRAWN:CHECKED:SURVEY BOOK CONTRACTDESIGNATIONSHEETSofPROJECTBRIDGE FILEHORIZONTAL SCALECITY OF CARMELDAMDAMKFP07/25/2017VERTICAL SCALE16-ENG-22.16-ENG-22-1" = 10'1" = 5'STORMSEWER DETAIL PLANLINE 'M'MATCH LINE 21+50 "M"N33PROFESSIONAL ENGINEERINDIANASTATE OFR
E
GI
STEREDDA
V
I
D A. MARKSNo.PE11011806LEGEND
MIDTOWN EASTSec. 25, T18N, R3EClay TownshipHamilton CountyRAIDERSINVESTMENTS LLCMIDTOWN EASTBLOCK I LLCBRE II LLCMATT ANDRACHAEL LLC2ND ST SWMONON BOULEVARD N/BMONON BOULEVARD S/BMONON BOULEVARD N/BMONON BOULEVARD S/BRECOMMENDEDFOR APPROVALDESIGN ENGINEERDATEDESIGNED:CHECKED:DRAWN:CHECKED:SURVEY BOOK CONTRACTDESIGNATIONSHEETSofPROJECTBRIDGE FILEHORIZONTAL SCALECITY OF CARMELVERTICAL SCALE16-ENG-22.16-ENG-22-1" = 5'MATCH LINE 21+50 "M"
MATCH LINE 24+50 "M"1" = 10'STORMSEWER DETAIL PLANLINE 'M'34DAMDAMDAMKFP07/25/2017PROFESSIONAL ENG
INEERINDIANASTATE OFR
E
GI
STEREDDA
V
I
D A. MARKSNo.PE11011806NLEGEND
CARMEL CLAYHISTORICALSOCIETYSec. 25, T18N, R3EClay TownshipHamilton CountyCARMEL CLAYHISTORICALSOCIETYOLD TOWNASSOCIATES LLC1ST ST SWMONON BOULEVARD N/BMONON BOULEVARD S/BRECOMMENDEDFOR APPROVALDESIGN ENGINEERDATEDESIGNED:CHECKED:DRAWN:CHECKED:SURVEY BOOK CONTRACTDESIGNATIONSHEETSofPROJECTBRIDGE FILEHORIZONTAL SCALECITY OF CARMELVERTICAL SCALE16-ENG-22.16-ENG-22-1" = 5'MATCH LINE 24+50 "M"
MATCH LINE 27+50 "M"1" = 10'STORMSEWER DETAIL PLANLINE 'M'35DAMDAMDAMKFP07/25/2017PROFESSIONAL ENG
INEERINDIANASTATE OFR
E
GI
STEREDDA
V
I
D A. MARKSNo.PE11011806NLEGEND
Sec. 25, T18N, R3EClay TownshipHamilton CountyOLD TOWNASSOCIATES LLC12156 MERIDIANASSOCIATES LLC12156 MERIDIANASSOCIATES LLCMONON BOULEVARD S/BMAIN STRECOMMENDEDFOR APPROVALDESIGN ENGINEERDATEDESIGNED:CHECKED:DRAWN:CHECKED:SURVEY BOOK CONTRACTDESIGNATIONSHEETSofPROJECTBRIDGE FILEHORIZONTAL SCALECITY OF CARMELVERTICAL SCALE16-ENG-22.16-ENG-22-1" = 5'MATCH LINE 27+50 "M"
MATCH LINE 30+50 "M"1" = 10'STORMSEWER DETAIL PLANLINE 'M'36DAMDAMDAMKFP07/25/2017PROFESSIONAL ENG
INEERINDIANASTATE OFR
E
GI
STEREDDA
V
I
D A. MARKSNo.PE11011806NLEGEND
SMIDTOWN EASTBLOCK I LLC
CARMELREDEVELOPMENTAUTHORITYSec. 25, T18N, R3EClay TownshipHamilton County4TH ST SW
MONON BOULEVARD N/BMONON BOULEVARD S/BPHASE 2 PHASE 1APHASE 1A
STR. 614A TO STR. EX2STR. 619 TO STR. EX4STR. 616 TO STR. EX3RECOMMENDEDFOR APPROVALDESIGN ENGINEERDATEDESIGNED:CHECKED:DRAWN:CHECKED:SURVEY BOOK CONTRACTDESIGNATIONSHEETSofPROJECTBRIDGE FILEHORIZONTAL SCALECITY OF CARMELVERTICAL SCALE16-ENG-22.16-ENG-22-AS SHOWNAS SHOWNSTORMSEWER PLAN & PROFILESLINE 'M'N37DAMDAMDAMKFP07/25/2017PROFESSIONAL ENGINEERINDIANASTATE OFR
E
GI
STEREDDA
V
I
D A. MARKSNo.PE11011806
MIDTOWN EASTBLOCK I LLCRAIDERSINVESTMENTS LLCMIDTOWN EASTBLOCK I LLCBRE II LLCMONON BOULEVARD N/BSTR. 622 TO STR. 643STR. 640 TO STR. 626BRECOMMENDEDFOR APPROVALDESIGN ENGINEERDATEDESIGNED:CHECKED:DRAWN:CHECKED:SURVEY BOOK CONTRACTDESIGNATIONSHEETSofPROJECTBRIDGE FILEHORIZONTAL SCALECITY OF CARMELVERTICAL SCALE16-ENG-22.16-ENG-22-AS SHOWNNAS SHOWNSTORMSEWER PLAN & PROFILESLINE 'M'38DAMDAMDAMKFP07/25/2017PROFESSIONAL ENGINEERINDIANASTATE OFR
E
GI
STEREDDA
V
I
D A. MARKSNo.PE11011806
2ND ST SWMONON BOULEVARD S/BSTR. 645 TO STR. EX54" UD TO STR. EX5RECOMMENDEDFOR APPROVALDESIGN ENGINEERDATEDESIGNED:CHECKED:DRAWN:CHECKED:SURVEY BOOK CONTRACTDESIGNATIONSHEETSofPROJECTBRIDGE FILEHORIZONTAL SCALECITY OF CARMELVERTICAL SCALE16-ENG-22.16-ENG-22-AS SHOWNNAS SHOWNSTORMSEWER PLAN & PROFILESLINE 'M'39DAMDAMDAMKFP07/25/2017PROFESSIONAL ENGINEERINDIANASTATE OFR
E
GI
STEREDDA
V
I
D A. MARKSNo.PE11011806
MATT ANDRACHAEL LLCSec. 25, T18N, R3EClay TownshipHamilton CountyMONON BOULEVARD S/BSTR. 629 TO STR. 626BSTR. 626 TO STR. 626ACARMEL CLAYHISTORICAL1ST ST SW
STR. 635 TO STR. EX6RECOMMENDEDFOR APPROVALDESIGN ENGINEERDATEDESIGNED:CHECKED:DRAWN:CHECKED:SURVEY BOOK CONTRACTDESIGNATIONSHEETSofPROJECTBRIDGE FILEHORIZONTAL SCALECITY OF CARMELVERTICAL SCALE16-ENG-22.16-ENG-22-AS SHOWNNAS SHOWNSTORMSEWER PLAN & PROFILESLINE 'M'40NDAMDAMDAMKFP07/25/2017PROFESSIONAL ENGINEERINDIANASTATE OFR
E
GI
STEREDDA
V
I
D A. MARKSNo.PE11011806
20+0019+00 21+00 22+00
20+0019+00 21+00 22+00
App. Exist. R/W
MONON BOULEVARD NB20+0021+00LINE M
LINE P
4th ST SWApp. Exist. R/W
App. Exist. R/W
D
D
A
D
A
D
4TH ST SW
MONON BLVD
W16-8P
W16-8P
19+65 "M"
19+59 "M"
20+17 "M"
20+17 "M"
19+84 "M"
19+90 "M"
20+43 "M"
20+50 "M"
R1-1
R1-1
W11-15
AHEAD
W16-9P
4TH ST SW
MONON BLVD
W16-8P
W16-8PD
R1-1
D
4TH ST SW
MONON BLVD
W16-8P
W16-8P
R1-1
B
B
B
D
R2-1(20)
MONON BLVD W16-8P
21+22 "M"
D
21+92 "M"
D
W11-2
W16-7P
21+54 "M"
A
A
TURNING
TRAFFIC
MUST
YIELD TO
PEDESTRIANS
R10-15B
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: SIGNAGE PLAN.dwgDATE/USER: 7/25/2017 8:07 AM / Tybennett1"=10'
1"=10'
41SIGNAGE PLAN MATCH LINE 22+00 'M'C
Remove Existing Sign & Supports (See Sign Notes for Salvaging)
A
SIGN LEGEND
Relocate Existing Sign & Post (Coordinate with City of Carmel)
Remove Existing Sign From Light PoleE
D New Sign and Post(s)
No Change Required To Existing Sign & Supports in Phase 1
B
SIGN NOTES
See Carmel Standard 10-11A & 11B for Decorative Street Sign Assembly Details.
Coordinate with Carmel Street Department for Salvaging of Any Existing Street Signage to be Removed by the Project.
Coordinate with Carmel Parks Department for Salvaging of any Existing Signage Adjacent to Monon Trail
to be Removed by the Project.
25+0022+00 23+00 24+00
25+0022+00 23+00 24+00
MONON TRAIL 2nd ST SWApp. Exist. R/W
App. Exist. R/W App. Exist. R/WApp. Exist. R/WMONON BOULEVARD SB MONON BOULEVARD SB
MONON TRAIL
MONON BOULEVARD NB
N0°53'01"W 23+0024+00LINE M
LINE P
LINE M
LINE P
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
B
D
A
A
A
A
A
BR6-1R
22+30 "M"
B
B
D
D
2ND ST SW
MONON BLVD
W16-8P
W16-8P
23+19 "M"
23+24 "M"
23+85 "M"
23+79 "M"
23+65 "M"
R1-1
D
D
R1-1
2ND ST SW
MONON BLVD
W16-8P
W16-8P
A
W11-2
W16-7P
D
B
B
D
D
R6-1R
23+40 "M"
R7-8
22+70 "M"
W11-15
W1-7
22+44 "M"
D
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: SIGNAGE PLAN.dwgDATE/USER: 7/25/2017 8:07 AM / Tybennett1"=10'
1"=10'
42SIGNAGE PLANMATCH LINE 22+00 'M'C
Remove Existing Sign & Supports (See Sign Notes for Salvaging)
A
SIGN LEGEND
Relocate Existing Sign & Post (Coordinate with City of Carmel)
Remove Existing Sign From Light PoleE
D New Sign and Post(s)
No Change Required To Existing Sign & Supports in Phase 1
B
SIGN NOTES
See Carmel Standard 10-11A & 11B for Decorative Street Sign Assembly Details.
Coordinate with Carmel Street Department for Salvaging of Any Existing Street Signage to be Removed by the Project.
Coordinate with Carmel Parks Department for Salvaging of any Existing Signage Adjacent to Monon Trail
to be Removed by the Project.MATCH LINE 25+00 'M'
25+00 27+3626+00 27+00
25+00 26+00
27+00 28+00
1st ST SWApp. Exist. R/W
App. Exist. R/W App. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/W
MONON BOULEVARD SB
MONON TRAIL
N0°53'01"W26+0027+00LINE P
LINE M
LINE M
LINE P
MONON BOULEVARD SB
MONON BOULEVARD NB App. Exist. R/W26+87 "M"
26+88 "M"
25+29 "M"25+03 "M"
R2-1 (20)
MONON BLVD W16-8P
W11-2
W16-7P
D D
27+03 "M"
27+08 "M"
27+08 "M"
27+44 "M"
27+45 "M"
27+45 "M"
R1-1
R1-1
R1-1
W11-15
AHEAD
W16-9P
1ST ST SW
MONON BLVD
W16-8P
W16-8P
1ST ST SW
MONON BLVD
W16-8P
W16-8P
1ST ST SW
MONON BLVD
W16-8P
W16-8P
D
D
D
D
D
C
D
D
A
C
B
A
B
27+63 "M"
27+63 "M"
27+64 "M"
R1-1
1ST ST SW
MONON BLVD
W16-8P
W16-8P
D
D
R5-1
D
B
B
A
A
BB
A
A
B
D
R7-8
26+49 "M"
B
A
A
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: SIGNAGE PLAN.dwgDATE/USER: 7/25/2017 8:07 AM / Tybennett1"=10'
1"=10'
43SIGNAGE PLAN MATCH LINE 28+00 'M'C
Remove Existing Sign & Supports (See Sign Notes for Salvaging)
A
SIGN LEGEND
Relocate Existing Sign & Post (Coordinate with City of Carmel)
Remove Existing Sign From Light PoleE
D New Sign and Post(s)
No Change Required To Existing Sign & Supports in Phase 1
B
SIGN NOTES
See Carmel Standard 10-11A & 11B for Decorative Street Sign Assembly Details.
Coordinate with Carmel Street Department for Salvaging of Any Existing Street Signage to be Removed by the Project.
Coordinate with Carmel Parks Department for Salvaging of any Existing Signage Adjacent to Monon Trail
to be Removed by the Project.MATCH LINE 25+00 'M'MATCH LINE A - SEE SHEET 44
30+00 30+1728+00 29+00
MAIN STApp. Exist. R/W
App. Exist. R/W
App. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/WMONON BOULEVARD SB
MONON TRAIL
N0°53'01"W29+0030+00LINE M
LINE P
App. Exist. R/W
App. Exist. R/W
B
C
A
E
A
D
D
30+16 "M"
30+16 "M"
29+78 "M"
R2-1(20)
MONON BLVD W16-8P
D
R1-1
MAIN ST
MONON BLVD
W16-8P
W16-8P
B
A
AA
App. Exist. R/W27+08 "M"
W11-15
AHEAD
W16-9P
D
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: SIGNAGE PLAN.dwgDATE/USER: 7/25/2017 8:07 AM / Tybennett1"=10'
1"=10'
44SIGNAGE PLAN
C
Remove Existing Sign & Supports (See Sign Notes for Salvaging)
A
SIGN LEGEND
Relocate Existing Sign & Post (Coordinate with City of Carmel)
Remove Existing Sign From Light PoleE
D New Sign and Post(s)
No Change Required To Existing Sign & Supports in Phase 1
B
SIGN NOTES
See Carmel Standard 10-11A & 11B for Decorative Street Sign Assembly Details.
Coordinate with Carmel Street Department for Salvaging of Any Existing Street Signage to be Removed by the Project.
Coordinate with Carmel Parks Department for Salvaging of any Existing Signage Adjacent to Monon Trail
to be Removed by the Project.MATCH LINE 28+00 'M'MATCH LINE A - SEE SHEET 43
16+00
17+00
18+00
16+00 17+00 18+00
16+00 17+00 18+00
16+00 17+00 18+00
PEDCOR INVESTMENTS1988 III LP CITY OF CARMEL
SOUTH CONSTRUCTIONCOMPANY INC
App. Exist. R/W
App. Exist. R/W App PLApp PLSec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
R/W R/W R/W
R/WR/W
MONON BOULEVARD SB MONON BOULEVARD SB
MONON TRAIL
MONON TRAIL
MONON BOULEVARD NB MONON BOULEVARD NB
EROSION CONTROL
SILT FENCE
TEMPORARY INLET PROTECTION1CONST. FENCE
CONST. LIMITS
W.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: EC A.dwgDATE/USER: 7/24/2017 9:30 AM / Tybennett1"=10'
1"=10'
45EROSION CONTROL
LINE 'M'MATCH LINE 18+50 'M'
20+0019+00 21+00
20+0019+00 21+00
S
20+0019+00 21+00
20+0019+00 21+00
MIDTOWN EASTBLOCK I LLC
CARMELREDEVELOPMENTAUTHORITY
MIDTOWN EASTBLOCK I LLC
App. Exist. R/W
App. Exist. R/W
App PLApp PL4th ST SWSec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
R/W R/W
R/WR/WR/W
MONON BOULEVARD SB MONON BOULEVARD SB
MONON TRAIL MONON TRAIL
MONON BOULEVARD NB MONON BOULEVARD NB
1 1
1
1
1
Prop. R/W
1 1
EROSION CONTROL
SILT FENCE
TEMPORARY INLET PROTECTION1CONST. FENCE
CONST. LIMITS
W.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: EC A.dwgDATE/USER: 7/24/2017 9:30 AM / Tybennett1"=10'
1"=10'
46EROSION CONTROL
LINE 'M'MATCH LINE 21+50 'M'MATCH LINE 18+50 'M'
22+00
23+00 24+00
22+00 23+00 24+00
22+00 23+00 24+00
22+00 23+00 24+00
MONON TRAIL 2nd ST SWMATT AND RACHEL LLC
OLD TOWN ASSOCIATES LLC
BRE II LLCRAIDERS
INVESTMENTSLLCApp. Exist. R/W
App. Exist. R/W App. Exist. R/WApp. Exist. R/WApp PLApp PLApp PLSec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
MIDTOWN EASTBLOCK I LLC
R/WR/W
Class I
+25, W=22'
MONON BOULEVARD SB MONON BOULEVARD SB
MONON TRAIL
MONON BOULEVARD NB MONON BOULEVARD NB
1
1 1
1
1 1
Prop. R/W
Prop. R/W
App. Exist. R/W
EROSION CONTROL
SILT FENCE
TEMPORARY INLET PROTECTION1CONST. FENCE
CONST. LIMITS
W.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: EC A.dwgDATE/USER: 7/24/2017 9:30 AM / Tybennett1"=10'
1"=10'
47 MATCH LINE 24+50 'M'EROSION CONTROL
LINE 'M'MATCH LINE 21+50 'M'
25+0025+00 26+00
27+00
25+00 26+00 27+00
25+00 27+3626+00 27+00
25+00 26+00
27+00
1st ST SWCARMEL CLAY HISTORICAL SOCIETY
App. Exist. R/W
App. Exist. R/W App. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/W
CARMEL CLAY HISTORICAL SOCIETY
OLD TOWN ASSOCIATES LLC
MATT AND RACHEL LLC Sec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
MONON BOULEVARD SB
MONON TRAIL
MONON TRAIL
MONON BOULEVARD NB
1
1
1
1
1
Prop. R/WApp PLApp. Exist. R/WEROSION CONTROL
SILT FENCE
TEMPORARY INLET PROTECTION1CONST. FENCE
CONST. LIMITS
W.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: EC A.dwgDATE/USER: 7/24/2017 9:30 AM / Tybennett1"=10'
1"=10'
48MATCH LINE 24+50 'M'EROSION CONTROL
LINE 'M'MATCH LINE 27+50 'M'
30+0028+00 29+00
30+0028+00 29+00
30+00 30+1728+00 29+00
MAIN ST12156 MERIDIANASSOCIATES LLC 12156 MERIDIANASSOCIATES LLC
OLD TOWN ASSOCIATES LLC
App. Exist. R/W
App. Exist. R/W App. Exist. R/WApp. Exist. R/WOLD TOWN ASSOCIATES LLC
Sec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
12156 MERIDIANASSOCIATES LLC
MONON BOULEVARD SB
MONON BOULEVARD SB
MONON TRAIL
1
Prop. R/W
Prop. R/W
1 1 1 1 1
EROSION CONTROL
SILT FENCE
TEMPORARY INLET PROTECTION1CONST. FENCE
CONST. LIMITS
W.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: EC A.dwgDATE/USER: 7/24/2017 3:14 PM / Tybennett1"=10'
1"=10'
49EROSION CONTROL
LINE 'M'MATCH LINE 27+50 'M'
SSec. 25, T18N, R3EClay TownshipHamilton CountyMIDTOWN EAST
BLOCK I LLC
CARMELREDEVELOPMENTAUTHORITYSec. 25, T18N, R3EClay TownshipHamilton CountyMIDTOWN EAST4TH ST SW
MONON BOULEVARD N/BMONON BOULEVARD S/BPHASE 2
PHASE 1APHASE 1A
RECOMMENDEDFOR APPROVALDESIGN ENGINEERDATEDESIGNED:CHECKED:DRAWN:CHECKED:SURVEY BOOK CONTRACTDESIGNATIONSHEETSofPROJECTBRIDGE FILEHORIZONTAL SCALECITY OF CARMELVERTICAL SCALE16-ENG-22.16-ENG-22-1" = 10'1" = 5'POST-CONSTRUCTIONEROSION CONTROL PLANLINE 'M'MATCH LINE 21+50 "M"50DAMDAMDAMKFP07/25/2017PROFESSIONAL ENGINEERINDIANASTATE OFR
E
GI
STEREDDA
V
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D A. MARKSNo.PE11011806NLEGEND
Sec. 25, T18N, R3EClay TownshipHamilton CountyRAIDERSINVESTMENTS LLCMIDTOWN EASTBLOCK I LLCBRE II LLCMATT ANDRACHAEL LLC2ND ST SWMONON BOULEVARD N/BMONON BOULEVARD S/BMONON BOULEVARD N/BMONON BOULEVARD S/BRECOMMENDEDFOR APPROVALDESIGN ENGINEERDATEDESIGNED:CHECKED:DRAWN:CHECKED:SURVEY BOOK CONTRACTDESIGNATIONSHEETSofPROJECTBRIDGE FILEHORIZONTAL SCALECITY OF CARMELVERTICAL SCALE16-ENG-22.16-ENG-22-1" = 5'MATCH LINE 21+50 "M"
MATCH LINE 24+50 "M"1" = 10'POST-CONSTRUCTIONEROSION CONTROL PLANLINE 'M'51DAMDAMDAMKFP07/25/2017PROFESSIONAL ENGINEERINDIANASTATE OFR
E
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STEREDDA
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D A. MARKSNo.PE11011806NLEGEND
CARMEL CLAYHISTORICALSOCIETYSec. 25, T18N, R3EClay TownshipHamilton CountyCARMEL CLAYHISTORICALSOCIETYOLD TOWNASSOCIATES LLC1ST ST SWMONON BOULEVARD N/BMONON BOULEVARD S/BRECOMMENDEDFOR APPROVALDESIGN ENGINEERDATEDESIGNED:CHECKED:DRAWN:CHECKED:SURVEY BOOK CONTRACTDESIGNATIONSHEETSofPROJECTBRIDGE FILEHORIZONTAL SCALECITY OF CARMELVERTICAL SCALE16-ENG-22.16-ENG-22-1" = 5'MATCH LINE 24+50 "M"
MATCH LINE 27+50 "M"1" = 10'POST-CONSTRUCTIONEROSION CONTROL PLANLINE 'M'52DAMDAMDAMKFP07/25/2017PROFESSIONAL ENGINEERINDIANASTATE OFR
E
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STEREDDA
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D A. MARKSNo.PE11011806NLEGEND
Sec. 25, T18N, R3EClay TownshipHamilton CountyOLD TOWNASSOCIATES LLC12156 MERIDIANASSOCIATES LLC12156 MERIDIANASSOCIATES LLCMONON BOULEVARD S/BMAIN STRECOMMENDEDFOR APPROVALDESIGN ENGINEERDATEDESIGNED:CHECKED:DRAWN:CHECKED:SURVEY BOOK CONTRACTDESIGNATIONSHEETSofPROJECTBRIDGE FILEHORIZONTAL SCALECITY OF CARMELVERTICAL SCALE16-ENG-22.16-ENG-22-1" = 5'MATCH LINE 27+50 "M"
MATCH LINE 30+50 "M"1" = 10'POST-CONSTRUCTIONEROSION CONTROL PLANLINE 'M'53DAMDAMDAMKFP07/25/2017PROFESSIONAL ENGINEERINDIANASTATE OFR
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D A. MARKSNo.PE11011806NLEGEND
SWPP CONSTRUCTION PLAN ELEMENTS
A1 - PLAN INDEX
Sheet 1.
A2 - PLAT NO. 1
Sheet 3.
A3 - NARRATIVE DESCRIBING THE NATURE AND PURPOSE OF THE PROJECTThis project involves the construction of a new boulevard roadway along the existing Monon Trail from4th Street S W to Main Street in the City of Carmel, Hamilton County, Indiana. The streets and on-streetparking areas will include both permeable and non-permeable pavers, curbs, sidewalks, and lighting andlandscaping. A permeable paver system with underground stone storage and underdrains will handlestormwater collection and treat for water quantity and quality. Drainage will discharge into the existing 48” diameter Monon trunk line. Water, sanitary, communications, gas and electric utilities shallserve the project. Construction is anticipated to begin in the Summer of 2017.
A4 - VICINITY MAP
Sheet 1.
A5 - LEGAL DESCRIPTION
Not Applicable for this project.
A6 - LOCATION OF LOTS AND SITE IMPROVEMENTS
All improvements are shown on the plans.
A7 - HYDROLOGIC UNIT CODE
05120201090030
A8 - NOTATION OF ANY STATE OR FEDERAL WATER QUALITY PERMITS
None.
A9 - SPECIFIC POINTS WHERE STORM WATER DISCHARGE WILL LEAVE SITEWater will leave the site atStations 19+84 “M”, 20+15 “M”, 21+26 “M”, 23+21 “M”, 23+89 "M", 27+10 "M", and 29 +95 “M”.
A10 - LOCATION AND NAME OF ALL WETLANDS, LAKES AND WATER COURSES ON AND ADJACENT TO SITE
None.
A11 - IDENTIFICATION OF ALL RECEIVING WATERS
Monon Trunk Line / Cool Creek.
A12 - LOCATIONS OF POTENTIAL DISCHARGES TO GROUND WATERPotential discharges to the ground water may be within the limits of the permeable pavement areas andstone storage trench.
A13 - 100 YEAR FLOODPLAINS, FLOODWAYS, AND FLOODWAY FRINGESFlood areas are identified on the FIRM Map on Sheet 56. All areas of the project are located within Zone'X', areas determined to be outside the 0.2% annual chance floodplain.
A14 - PRE-CONSTRUCTION AND POST-CONSTRUCTION ESTIMATE OF PEAK DISCHARGE (100 YR STORM)
Pre- Construction 10-yr. = 10.67 cfs Pre-Construction 100-yr. = 20.92 cfs
Post- Construction 10-yr. = 6.54 cfs Post-Construction 100-yr. = 8.73 cfs
A15 - ADJACENT LAND USE, INCLUDING UPSTREAM WATERSHED
Land use is residential and commercial.
A16 - LOCATION AND APPROXIMATE BOUNDARIES OF ALL DISTURBED AREAS
Reference the construction limits as shown on the plans.
A17 - IDENTIFICATION OF EXISTING VEGETATIVE COVER
Asphalt, Gravel, Trees, and Lawn.
A18 - SOILS MAP INCLUDING SOIL DESCRIPTIONS AND LIMITATIONS
Soils map can be found on Sheet 55.
A19 - LOCATIONS, SIZE, AND DIMENSION OF STORM WATER SYSTEMS
Storm sewer details are identified in the plans.
A20 - PLANS FOR ANY OFF-SITE CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT
No off-site construction activities are anticipated to be associated with this project.
A21 - LOCATIONS OF PROPOSED SOIL STOCKPILES, BORROW, AND/OR DISPOSAL AREAS
Locations to be determined by Contractor and approved by Carmel Engineering Department and Hamilton
County Storm Water District.
A22 - EXISTING TOPOGRAPHY AT AN INTERVAL APPROPRIATE TO INDICATE DRAINAGE PATTERNS
Existing contours are shown on the plans.
A23 - PROPOSED FINAL TOPOGRAPHY AT AN INTERVAL APPROPRIATE TO INDICATE DRAINAGE PATTERNSProposed contours are shown on the plans.
B1 - POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES
There is a potential for pollutants associated with construction machinery including diesel fuel, hydraulic fluid,
engine oils and lubricants, antifreeze, and other petroleum products. It is unavoidable for a small amount of
these pollutants to contaminate soil in the grading and construction of the side. Sediment pollution from the
site disturbing activities shall be remedied by erosion control measures (see following sections).
B2 - SEQUENCE OF STORM WATER QUALITY MEASURE IMPLICATION
1. Silt fence and check dams shall be placed as shown in these plans.
2. All disturbed areas shall be mulched and seeded or sodded immediately after final grade has been
established. No un-vegetated areas should be exposed for more than seven days.
3. Erosion control measures shall remain in place until 70% uniform vegetation is established.
B3 - CONSTRUCTION ENTRANCES
A line item for No. 2 Stone, Construction Entrance has been established to be utilized by the Contractor as
needed for construction entrances throughout the jobsite.
B4 - SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS
Silt fence locations are shown on the plans. Reference INDOT Standard Specifications Section 205 and
Standard Drawing E 205-TECP-02.
B5 - SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS
Traversable check dam locations are shown on the plans. Reference INDOT Standard Specifications Section
205 and Standard Drawing E 205-TECD-01 and E 205-TECD-02.
B6 - STORM SEWER INLET PROTECTION MEASURES
Storm sewer locations are shown on the plans. Reference INDOT Standard Specifications Section 205 and
Standard Drawing E 205-TECI-04.
B7 - RUNOFF CONTROL MEASURESRunoff control measures are shown on the plans as outlined in B4 and B5 (above).
B8 - STORM WATER OUTLET PROTECTION MEASURES
Outlet protection measures are shown on the plans.
B9 - GRADE STABILIZATION STRUCTURES
Erosion control blanket is to be placed on slopes greater than 3:1.
B10 - LOCATION, DIMENSIONS, SPECIFICATIONS, AND DETAILS OF EACH STORM WATER QUALITY MEASURE
All locations of planned measures, which include the stone storage trench, permeable pavement, and rain
garden areas, are identified on the plans and listed in the Erosion Control Table.
B11 - TEMPORARY SURFACE STABILIZATION
All land disturbing activities are anticipated to be completed by Summer 2018. The land is expected to be
covered with temporary measures until all final grades are established.
B12 - PERMANENT SURFACE STABILIZATION
Permanent seeding or sodding will be used on all disturbed earth.
C1 - PROPOSED POLLUTANTS AND SOURCES ASSOCIATED WITH PROPOSED LAND USE
There is a potential for pollutants from vehicles including fuel, hydraulic fluid, engine oils, lubricants, antifreeze
and other petroleum products. There are also the potential hazards of road salt, litter, etc.
C2 - SEQUENCE DESCRIBING STORM WATER QUALITY MEASURES IMPLEMENTATION
1. Inspect and maintain all post construction BMPs as detailed in the Stormwater Pollution Prevention Measures
Maintenance Requirements beginning immediately after installation and continuing until vegetation has been
sufficiently established and all construction activity is complete.
2. Inspection and maintenance of the project is the responsibility of the contraactor until acceptance by City of
Carmel.
3. When the site is stabilized the owner or representative shall submit a Notice of Termination to IDEM with a
copy to the City of Carmel MS4 Coordinator.
C3 - DESCRIPTION OF PROPOSED POST-CONSTRUCTION STORM WATER QUALITY MEASURES
1. Reducing or eliminating post-project runoff through implementation of subsurface storage under proposed
parking and travel lanes.
2. Controlling sources of pollutants through community outreach and general public education and ordinance
control.
3. Treating stormwater runoff by means of filtration through permeable pavers and subsurface stone.
4. Volumetric removal of runoff through groundwater recharge.
5. Temperature control via subsurface storage.
C4 - LOCATION, DIMENSIONS, SPECIFICATIONS, AND CONSTRUCTION DETAILS OF EACH STORM WATER QUALITY
MEASURE
Location, Dimensions, Specifications and Construction Details of Each Stormwater Quality Measure: Refer to all
Construction Detail, Stormwater Detail, and other sheets within this set of construction plans.
C5 - DESCRIPTION OF MAINTENANCE GUIDELINES FOR POST-CONSTRUCTION STORM WATER QUALITY MEASURES
Description of Maintenance Guidelines for Proposed Post Construction Water Quality Measures:
See this project's BMP Operations and Maintenance Manual. Maintenance of all post-construction stormwater
pollution prevention measures will be the responsibility of the Contractor through the prescribed warranty
period and the NOT is approved by the City of Carmel. Inspection and maintenance responsibilities will
ultimately lie with the City of Carmel in perpetuity or through the life of the measures. The maintenance
guidelines consist mainly of good housekeeping measures. Any grassed or vegetated areas that experience
erosion from rainfall events should be repaired and revegetated as soon as possible. Trash or litter should be
picked up and properly disposed of to prevent it from getting into downstream waterways. Paver areas shall
be inspected for surface clogging in the voids and vacuumed/swept on a regular basis.
Metal pins or staples
to secure the
polythylene lining to
the straw bales
Polythylene lining (10 mil);
the lining should extend
over the straw bales
Straw bales entrenched
4 inches into the soil
Compacted
soil material
Metal pins or staples
to secure the
polythylene lining to
the straw bales
Wood or metal stakes to
secure the straw bales
(2 per straw bales)
Straw bale (alternate
materials or products may
be used to provide
structural containment)
SECTION A-ANot to scaleL=10 FEETMetal pins or staples
to secure the
polythylene lining to
the straw bales
Wood or metal stakes
to secure the straw
bales (2 per straw
bale)
Straw bale (alternate
materials or products may
be used to provide
structural containment.
Alternative materials or
products will require design
modification.
Polythylene lining (10 mil);
the lining should extend over
the straw bales.
AA
L = Inside Length
W = Inside Width PLAN VIEWNot to scale
W=10 FEET
CONCRETE WASHOUT DETAIL
Not to scale
(5) The above table was provided for general information only to supplement information used in the Rule 5 permitting process. The contractor is responsible for material handling and spill
mitigation procedures, including concrete washout.
Notes:
1.Storm Water Pollution Prevention (SWPP) checklist corresponds to the IDEM, Division of Soil Conservation
Construction/Storm Water Pollution Prevention Plan Technical Review and Comment (Form 1) used in the Rule
5 permitting process.
2.The contractor shall use the SWPP checklist as a guide in preparing the SWPP plan required for Rule 5
procedures.
3.A site specific SWPP is to be submitted by the Contractor to City of Carmel Engineering Department and
Hamilton County Storm Water District prior to earth moving if any adjustments to the plan herein are
requested.
4.The location of staging area and concrete washout area are to be submitted by the contractor.
5.The Contractor shall determine if multiple mobilization and demobilizations for seeding will be required.
6.Contractor is to maintain clean roadways of all tracked construction materials and sediment throughout the
day and at the end of each work day.
7.All contractor parking to be accommodated on the Midtown West development site on the west side of MononBoulevard, south of 2nd Street SW until November 2017. Contractor parking to be accommodated within the CityCenter - South Parking Garage for the entirety of the project thereafter.
* INDOT SPECIFICATION BOOK SHALL BE ON SITE AT ALL TIMES *
WWW.IN.GOV/DOT/DIV/CONTRACTS/STANDARDS/DRAWINGS/INDEX.HTML
B13 - MATERIAL HANDLING AND SPILL PREVENTION
See the Potential Storm Water Pollutants/Material Handling and Spill Prevention table (right). IDEM Emergency
Response - 1-888-233-7745. Also, See technical specification, TS - XX, Additional Material Handling and Spill
Prevention
B14 - MONITORING AND MAINTENANCE GUIDELINES
Monitoring and Maintenance shall be within 24 hours of every 12 " or more rain event.
B15 - EROSION AND SEDIMENT CONTROL MEASURES FOR INDIVIDUAL BUILDING LOTS
Not applicable.
CONSTRUCTION PLAN ELEMENTSAND GENTRAL NOTES
STORM WATER POLLUTION PREVENTIONW.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: SWPPP ELEMENTS.dwgDATE/USER: 7/24/2017 3:28 PM / Tybennett1"=50'
54
Br
CrA
Or BrMONON TRAIL 1st ST NW1st ST NW1st AVE SW 1st AVE SW
W MAIN STW MAIN ST3rd AVE SW
2nd AVE SW
1st ST SW1st ST SW3rd ST SW2nd ST SW3rd AVE SW3rd AVE SW
CrA
MmB2
Or
Or
Or
Or Or
4th AVE SW
CONSTRUCTION PLANSOIL MAP
STORM WATER POLLUTION PREVENTIONW.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: SWPPP ELEMENTS.dwgDATE/USER: 7/24/2017 11:38 AM / Tybennett1"=50'
55
MONON TRAIL
2nd AVE SW
1st AVE SW
3rd AVE SW
4th AVE SW
3rd AVE SW
W MAIN ST1st ST SW2nd ST SWCITY CENTER DRIVEZONE X
ZONE X
ZONE X
CONSTRUCTON PLANFLOOD MAPS
STORM WATER POLLUTION PREVENTIONW.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: SWPPP ELEMENTS.dwgDATE/USER: 7/24/2017 11:38 AM / Tybennett1"=50'
56
RECOMMENDEDFOR APPROVALDESIGN ENGINEERDATEDESIGNED:CHECKED:DRAWN:CHECKED:SURVEY BOOK CONTRACTDESIGNATIONSHEETSofPROJECTBRIDGE FILEHORIZONTAL SCALECITY OF CARMELVERTICAL SCALE16-ENG-22.16-ENG-22-AS SHOWNAS SHOWNSTORMSEWER CONSTRUCTIONDETAILS57DAMDAMDAMKFP07/25/2017PROFESSIONAL ENGINEERINDIANASTATE OFR
E
GI
STEREDDA
V
I
D A. MARKSNo.PE11011806
RECOMMENDEDFOR APPROVALDESIGN ENGINEERDATEDESIGNED:CHECKED:DRAWN:CHECKED:SURVEY BOOK CONTRACTDESIGNATIONSHEETSofPROJECTBRIDGE FILEHORIZONTAL SCALECITY OF CARMELVERTICAL SCALE16-ENG-22.16-ENG-22-AS SHOWNAS SHOWNSTORMSEWER CONSTRUCTIONDETAILS'58DAMDAMDAMKFP07/25/2017PROFESSIONAL ENGINEERINDIANASTATE OFR
E
GI
STEREDDA
V
I
D A. MARKSNo.PE11011806OVERFLOW CLEANOUT DETAILPIPE TYPE TRANSITION DETAILSUBSURFACE CHECK DAM (PROFILE)SUBSURFACE CHECK DAM (SECTION @ TOP)
MONON BOULEVARD N/BRECOMMENDEDFOR APPROVALDESIGN ENGINEERDATEDESIGNED:CHECKED:DRAWN:CHECKED:SURVEY BOOK CONTRACTDESIGNATIONSHEETSofPROJECTBRIDGE FILEHORIZONTAL SCALECITY OF CARMELVERTICAL SCALE16-ENG-22.16-ENG-22-AS SHOWNNAS SHOWNSTORMSEWER CONSTRUCTIONDETAILS59DAMDAMDAMKFP07/25/2017PROFESSIONAL ENGINEERINDIANASTATE OFR
E
GI
STEREDDA
V
I
D A. MARKSNo.PE11011806NOVERFLOW RAIN GARDEN GRADING DETAILOVERFLOW RAIN GARDEN GRADING DETAIL
PIPE INSTALLATION SHALL BE
INSTALLED IN ACCORDANCE WITH
ASTM D2321 PER LATEST REVISIONS
DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: DETAIL SHEET SANITARY.dwgDATE/USER: 7/24/2017 1:49 PM / TybennettN/A
W.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-60WASTEWATER STANDARD DETAILS
PIPE INSTALLATION SHALL BE
INSTALLED IN ACCORDANCE WITH
ASTM D2321 PER LATEST REVISIONS
DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: DETAIL SHEET SANITARY.dwgDATE/USER: 7/24/2017 1:49 PM / TybennettN/A
W.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-61WASTEWATER STANDARD DETAILS
PIPE INSTALLATION SHALL BE
INSTALLED IN ACCORDANCE WITH
ASTM D2321 PER LATEST REVISIONS
DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: DETAIL SHEET SANITARY.dwgDATE/USER: 7/24/2017 1:49 PM / TybennettN/A
W.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-62WASTEWATER STANDARD DETAILS
CASTING R-6679-B1
CASTING R-1754-A
4"∅ INNERDUCT WITH 4 - 1" INNERDUCTS
DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: DETAIL SHEET.dwgDATE/USER: 7/24/2017 9:34 AM / TybennettN/A
W.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-63MISCELLANEOUS DETAIL SHEET
36" HANDHOLE
1' of No. 8 Stone
DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: DETAIL SHEET.dwgDATE/USER: 7/24/2017 9:34 AM / TybennettN/A
W.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-64MISCELLANEOUS DETAIL SHEET
DIRECTORY PATH: R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANSFILENAME: TABLES.dwgDATE/USER: 7/24/2017 9:34 AM / TybennettN/A
W.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-65MISCELLANEOUS TABLES
19+55 19+55
815
820
825
830
815
820
825
830
19+75 19+75
815
820
825
830
835
815
820
825
830
835
19+99 19+99
815
820
825
830
835
815
820
825
830
835
FILL
CUT
AREA = 0.0
AREA = 0.0
VOL. = 0
VOL. = 0
FILL
CUT
AREA = 3.0
AREA = 96.2
VOL. = 1
VOL. = 33
FILL
CUT
AREA = 0.0
AREA = 257.3
VOL. = 1
VOL. = 158
-P-ROW-P-ROW-P-ROW-P-ROW- LINE M∅
2%2%
2%2%
2%
0.50%
2%
2%
3.2%
8%
4:1
4:1
4:1
BEGIN PHASE 1CONSTRUCTIONSTA. 19+65.58 "M"
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
W.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-
1"=5'
1"=5'
XS1CROSS SECTIONS
LINE 'M'
20+25 20+25
815
820
825
830
835
815
820
825
830
835
20+53 20+53
815
820
825
830
835
815
820
825
830
835
20+75 20+75
815
820
825
830
835
815
820
825
830
835
FILL
CUT
AREA = 2.7
AREA = 117.2
VOL. = 1
VOL. = 179
FILL
CUT
AREA = 1.4
AREA = 103.2
VOL. = 2
VOL. = 115
FILL
CUT
AREA = 0.6
AREA = 200.3
VOL. = 1
VOL. = 123
-P-ROW-P-ROW-P-ROWTrench EL. = 824.75
4:1
4:1
4:1
4:1
2%
2%
2%2%
4:1
4:1
4:1 2%
4:1
4:1
4:1
4:1
4:1
2%
2%
2%
2%
2%
Swale EL. = 829.40
Swale EL. = 829.29
3%
2%2%
2%
2%
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
W.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-
1"=5'
1"=5'
XS2CROSS SECTIONS
LINE 'M'
21+00 21+00
815
820
825
830
835
815
820
825
830
835
21+26 21+26
810
815
820
825
830
835
810
815
820
825
830
835
FILL
CUT
AREA = 0.5
AREA = 205.4
VOL. = 1
VOL. = 188
FILL
CUT
AREA = 0.0
AREA = 237.9
VOL. = 0
VOL. = 29
FILL
CUT
AREA = 0.0
AREA = 241.6
VOL. = 0
VOL. = 282
-P-ROW-P-ROW-P-ROW-P-ROWSwale EL. = 829.16
Swale EL. = 829.03
Swale EL. = 828.87
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
3%
3%
2%
2%
2%
Trench EL. = 824.75
Trench EL. = 824.75
4:1
4:1
4:1
4:1
4:1
2%4:1
4:14:1
4:1
4:1
4:1
3%
21+58 21+58
815
820
825
830
835
815
820
825
830
835
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
W.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-
1"=5'
1"=5'
XS3CROSS SECTIONS
LINE 'M'
21+75 21+75
815
820
825
830
835
815
820
825
830
835
22+00 22+00
815
820
825
830
835
815
820
825
830
835
22+25 22+25
815
820
825
830
835
815
820
825
830
835
FILL
CUT
AREA = 0.0
AREA = 195.7
VOL. = 0
VOL. = 138
FILL
CUT
AREA = 0.0
AREA = 268.5
VOL. = 0
VOL. = 217
FILL
CUT
AREA = 0.1
AREA = 218.1
VOL. = 0
VOL. = 225
-P-ROW-P-ROW-P-ROW-P-ROW-P-ROW-P-ROWSwale EL. = 828.79
Swale EL. = 828.66
Swale EL. = 828.53
4:1
4:1
4:1
4:1
4:1
4:1
2%2%
2%2%
2%
2%3%
4:1
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%3%
3%
4:1
4:13%
3%
Trench EL. = 824.75
Trench EL. = 822.96
Trench EL. = 824.75
Trench EL. = 822.96
Trench EL. = 822.96
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
W.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-
1"=5'
1"=5'
XS4CROSS SECTIONS
LINE 'M'
22+60 22+60
815
820
825
830
835
815
820
825
830
835
22+74 22+74
815
820
825
830
835
815
820
825
830
835
22+91 22+91
815
820
825
830
835
815
820
825
830
835
FILL
CUT
AREA = 0.6
AREA = 171.0
VOL. = 0
VOL. = 254
FILL
CUT
AREA = 0.0
AREA = 167.3
VOL. = 0
VOL. = 89
FILL
CUT
AREA = 0.3
AREA = 146.5
VOL. = 0
VOL. = 94
-P-ROW-P-ROW-P-ROW-P-ROW-P-ROW-P-ROWSwale EL. = 828.36
Swale EL. = 828.28
Swale EL. = 828.21
4:1
4:1
4:14:1
4:1
4:1
4:1
4:1 2%
2%
2%
2%
2%
2%
2%2%
2%
2%
2%
2%
2%2%
2%
2%
2%
2%3%
3%
3%
Trench EL. = 824.75
4:1
Trench EL. = 824.75
Trench EL. = 822.96
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
W.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-
1"=5'
1"=5'
XS5CROSS SECTIONS
LINE 'M'
23+20 23+20
815
820
825
830
835
815
820
825
830
835
23+50 23+50
815
820
825
830
835
815
820
825
830
835
23+64 23+64
815
820
825
830
815
820
825
830
FILL
CUT
AREA = 6.0
AREA = 113.0
VOL. = 3
VOL. = 144
FILL
CUT
AREA = 2.0
AREA = 173.8
VOL. = 4
VOL. = 157
FILL
CUT
AREA = 7.8
AREA = 86.4
VOL. = 3
VOL. = 68
-P-ROW-P-ROW-P-ROW-P-ROW-P-ROW-P-ROWSwale EL. = 828.06
Swale EL. = 827.91
Swale EL. = 827.84
4:1
4:1 4:1
4:1
4:1 4:1
4:1
4:1
4:1
2%2%
2%
2%2%
2%
2%
2%
2%
2%
3%
3%
2%
2%
2%
Trench EL. = 822.96
Trench EL. = 822.96
1%
5%
6%
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
W.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-
1"=5'
1"=5'
XS6CROSS SECTIONS
LINE 'M'
23+88 23+88
815
820
825
830
815
820
825
830
24+25 24+25
815
820
825
830
835
815
820
825
830
835
24+50 24+50
815
820
825
830
835
815
820
825
830
835
FILL
CUT
AREA = 11.0
AREA = 131.3
VOL. = 8
VOL. = 95
FILL
CUT
AREA = 0.9
AREA = 246.8
VOL. = 8
VOL. = 261
FILL
CUT
AREA = 0.3
AREA = 272.4
VOL. = 1
VOL. = 240
-P-ROW-P-ROW-P-ROW-E-ROW-E-ROW-E-ROW4:1
4:1
4:1 4:1
4:1
4:1
4:1
4:1
4:1
2%
2%
2%2%
2%2%2%
2%
2%
2%
2%2%
2%
2%
Trench EL. = 821.95
Trench EL. = 821.65
Trench EL. = 821.95 Trench EL. = 821.65
2%
7%
7%
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
W.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-
1"=5'
1"=5'
XS7CROSS SECTIONS
LINE 'M'
24+75 24+75
815
820
825
830
835
815
820
825
830
835
25+00 25+00
815
820
825
830
835
815
820
825
830
835
25+16 25+16
815
820
825
830
835
815
820
825
830
835
FILL
CUT
AREA = 0.2
AREA = 291.8
VOL. = 0
VOL. = 261
FILL
CUT
AREA = 0.2
AREA = 217.7
VOL. = 0
VOL. = 239
FILL
CUT
AREA = 1.3
AREA = 226.4
VOL. = 0
VOL. = 131
-P-ROW-P-ROW-P-ROW-E-ROW-E-ROW-E-ROW4:1
4:1
4:1
4:1
4:1
4:1
4:1
4:12%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%2%
2%
2%
Trench EL. = 821.95
Trench EL. = 821.65
Trench EL. = 821.65
Trench EL. = 821.65
7%
7%
6%2%
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
W.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-
1"=5'
1"=5'
XS8CROSS SECTIONS
LINE 'M'
25+51 25+51
815
820
825
830
835
815
820
825
830
835
25+62 25+62
815
820
825
830
835
815
820
825
830
835
26+00 26+00
815
820
825
830
835
815
820
825
830
835
FILL
CUT
AREA = 1.6
AREA = 209.7
VOL. = 2
VOL. = 280
FILL
CUT
AREA = 2.6
AREA = 197.9
VOL. = 1
VOL. = 41
FILL
CUT
AREA = 7.9
AREA = 265.5
VOL. = 7
VOL. = 325
-P-ROW-P-ROW-P-ROW-E-ROW-E-ROW-E-ROW4:1
4:1
4:1 4:1
4:1
4:12%
2%
2%
2%
2%
2%
2%
2%
2%
2%2%
2%
2%
2%
2%
2%
2%
2%
2%
25+51 25+51
815
820
825
830
835
815
820
825
830
835
Trench EL. = 821.65Trench EL. = 821.95
Trench EL. = 821.95
Trench EL. = 821.95
5%
4%
3%2%
2%
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
W.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-
1"=5'
1"=5'
XS9CROSS SECTIONS
LINE 'M'
26+25 26+25
815
820
825
830
835
815
820
825
830
835
26+62 26+62
815
820
825
830
835
815
820
825
830
835
26+71 26+71
815
820
825
830
835
815
820
825
830
835
FILL
CUT
AREA = 3.1
AREA = 257.7
VOL. = 5
VOL. = 242
FILL
CUT
AREA = 11.5
AREA = 83.0
VOL. = 10
VOL. = 232
FILL
CUT
AREA = 23.4
AREA = 68.7
VOL. = 6
VOL. = 26
-E-ROW-E-ROW-E-ROW-P-ROW-P-ROW-P-ROW4:1
4:1
4:1
4:1
4:1
4:1
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%2%
2%
2%
Trench EL. = 821.65
Trench EL. = 821.95
2%
2%
3%
2%
2%
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
W.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-
1"=5'
1"=5'
XS10CROSS SECTIONS
LINE 'M'
27+10 27+10
815
820
825
830
815
820
825
830
27+33 27+33
815
820
825
830
835
815
820
825
830
835
27+50 27+50
815
820
825
830
835
815
820
825
830
835
FILL
CUT
AREA = 3.2
AREA = 182.7
VOL. = 19
VOL. = 184
FILL
CUT
AREA = 0.0
AREA = 215.8
VOL. = 1
VOL. = 164
FILL
CUT
AREA = 0.0
AREA = 112.9
VOL. = 0
VOL. = 105
-P-ROW-P-ROW-E-ROW-E-ROW-E-ROW- LINE M- LINE M- LINE M-P-ROW2%1%
1%2%
MONON AND MAIN PLAZA (BY OTHERS)
1%2%
9%
6%
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
W.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-
1"=5'
1"=5'
XS11CROSS SECTIONS
LINE 'M'
27+66 27+66
815
820
825
830
835
815
820
825
830
835
28+00 28+00
815
820
825
830
835
815
820
825
830
835
28+25 28+25
815
820
825
830
835
815
820
825
830
835
FILL
CUT
AREA = 0.0
AREA = 37.7
VOL. = 0
VOL. = 45
FILL
CUT
AREA = 0.0
AREA = 33.1
VOL. = 0
VOL. = 44
FILL
CUT
AREA = 0.0
AREA = 25.4
VOL. = 0
VOL. = 27
-E-ROW-E-ROW-E-ROW-P-ROW-P-ROW-P-ROW4:1
MONON AND MAIN PLAZA (BY OTHERS)
MONON AND MAIN PLAZA (BY OTHERS)
MONON AND MAIN PLAZA (BY OTHERS)
4:1
4:12%
2%
2%
2%
2%
Trench EL. = 824.11
Trench EL. = 824.11
Trench EL. = 824.11
2%
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
W.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-
1"=5'
1"=5'
XS12CROSS SECTIONS
LINE 'M'
28+50 28+50
815
820
825
830
835
815
820
825
830
835
28+75 28+75
815
820
825
830
835
815
820
825
830
835
29+00 29+00
815
820
825
830
835
815
820
825
830
835
FILL
CUT
AREA = 0.0
AREA = 26.5
VOL. = 0
VOL. = 24
FILL
CUT
AREA = 0.0
AREA = 25.5
VOL. = 0
VOL. = 24
FILL
CUT
AREA = 0.3
AREA = 19.2
VOL. = 0
VOL. = 21
-E-ROW-E-ROW-E-ROW-P-ROW-P-ROW-P-ROWMONON AND MAIN PLAZA (BY OTHERS)
MONON AND MAIN PLAZA (BY OTHERS)
MONON AND MAIN PLAZA (BY OTHERS)
2%
2%
2%
2%
2%
2%
4:1
Trench EL. = 824.11
Trench EL. = 824.11
Trench EL. = 824.11
5:1
6:1
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
W.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-
1"=5'
1"=5'
XS13CROSS SECTIONS
LINE 'M'
29+25 29+25
815
820
825
830
835
815
820
825
830
835
29+50 29+50
815
820
825
830
835
815
820
825
830
835
29+75 29+75
815
820
825
830
835
815
820
825
830
835
FILL
CUT
AREA = 0.3
AREA = 17.2
VOL. = 0
VOL. = 17
FILL
CUT
AREA = 0.2
AREA = 20.2
VOL. = 0
VOL. = 17
FILL
CUT
AREA = 0.1
AREA = 23.5
VOL. = 0
VOL. = 20
-E-ROW-E-ROW-E-ROW-P-ROW-P-ROW-P-ROWMONON AND MAIN PLAZA (BY OTHERS)
MONON AND MAIN PLAZA (BY OTHERS)
MONON AND MAIN PLAZA (BY OTHERS)
4:1
4:1
4:1
2%
2%
2%
2%
2%
2%
Trench EL. = 824.00
Trench EL. = 824.11
Trench EL. = 824.11
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
W.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-
1"=5'
1"=5'
XS14CROSS SECTIONS
LINE 'M'
30+00 30+00
815
820
825
830
835
815
820
825
830
835
30+25 30+25
815
820
825
830
815
820
825
830
30+50 30+50
815
820
825
830
815
820
825
830
FILL
CUT
AREA = 0.0
AREA = 28.7
VOL. = 0
VOL. = 24
FILL
CUT
AREA = 0.0
AREA = 38.1
VOL. = 0
VOL. = 31
FILL
CUT
AREA = 0.0
AREA = 189.5
VOL. = 0
VOL. = 105
- LINE M- LINE M-E-ROW-E-ROW-P-ROW-P-ROW2%
2%
4:1
Trench EL. = 824.11
END PHASE 1CONSTRUCTIONSTA. 30+38.42 "M"
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
50 10 15 20 25 30 35 40 45 50 55 60 65 70 7551015202530354045505560657075
W.F.H.
RECOMMENDEDFOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
.VERTICAL SCALE
16-ENG-22 & 16-ENG-32
.
16-ENG-22 & 16-ENG-32
-
1"=5'
1"=5'
XS15CROSS SECTIONS
LINE 'M'
GPHASE 1Sta. 19+65.58
PROJECTBEGINNING OF
Line "M"
Proposed Right-of-Way
Proposed Right-of-Way 13.50'0.50'8.00'10.00'1.00'5.00'1.00'18.00'6.00'5.00'14.00'13.50'0.50'5.50'10.00'1.00'7.50'1.00'8.00'24.50'0.50'10.00'13.50'0.50'8.00'10.00'1.00'26.00'5.00'1.00'32.00'11.00'R10.00'R10.00'R20.00'R20.00
'
R
2
0
.
0
0
'R20.00'R
2
0
.
0
0
'
R20.
0
0'R10.00
'R20.00'R2
0
.
0
0
'R10.00'C1
C1
C1 C1 C10 C1
C1
+65.16
27.000' LT
+72.27
27.000' LT
+92.26
6.692' LT
+92.05
7.493' RT
+72.0527.000' RT+65.1627.000' RT
P6
P6
P6
P6
P6P6
+42.16
27.000' LT
+34.27
27.000' LT
+14.28
7.307' LT
+14.066.693' RT
+42.16
27.000' RT
+34.06
27.000' RT
P6
P6
+11.16
27.000' RT
C4 C4
C4 C4 C4
+65.1638.000' LT +71.1638.000' LT
P6
P6
+65.1671.000' LT
+91.16
71.000' LT
P6
P6
+16.16
71.000' LT
C7
P6
+91.1658.001' LT
P6
+16.16
57.998' LT
+36.16
38.000' LT
+42.16
71.000' LT
+42.1670.000' LT
+42.1656.500' LT
+42.16
38.000' LT
+54.1638.000' LT
P6
P6
P6
P6
+65.30
45.000' LT
+61.2340.929' LT
C2
C2 +34.3045.000' LT
+39.37
39.929' LT
+46.44
37.000' LT
+68.16
37.000' LT
+75.2739.970' LT
+80.30
45.000' LTC2
C2
C2
C7
51.000' RT
56.500' RT
66.500' RT
+96.8070.156' RT
+86.8045.000' RT
+95.9651.000' RT
+96.8055.000' RT
+96.8056.000' RT
+34.1145.000' RT
+30.03
40.929' RT
+22.96
38.000' RT
C2
C2
C2
+11.16
38.000' RT
+42.17
38.000' RT
+34.78
38.000' RT
+14.78
57.693' RT
C6
+14.5771.000' RT
+14.4082.391' RT
P6
P6
+89.5771.000' RT
+89.40
82.007' RT
C7 C7
+91.16
82.000' LT
+16.16
82.000' LTC6
+89.77
58.308' RT
+69.77
38.000' RT
+65.17
71.000' RT P6
P6
P6
P6
+65.16
38.000' RT
X1
X1
L1
L1
+43.66
48.000' LT E2
E1
+91.81
48.000' LT E1+88.30
48.000' LT F1 +11.30
48.000' LT F1 +03.30
48.000' LT F1 F1 +26.30
48.000' LT
P1 P1
P1P1 P1
P1
P1 P1
P1P1
P1
P1
P1
P2P2P2
P2
P2
P2
P2
P2
P2
P2
P2 P2
P2
P2
P2
P2
P2
P3 P3
P3
P5
P4
P5
P5
P4
P5
P5
P4
P5
L2
L2 L2
L2L2
L2
L2
L1L1
R
+45.80
43.500' LT
C2 C2
+68.80
43.500' LT
+68.80
50.500' LT
+45.80
37.020' LT
+51.80
37.000' LT
+51.80
43.500' LT
L1 L1 L1
+45.80
50.500' LT
+83.80
50.500' LT
+22.8148.000' LT
+30.80
50.500' LT
+68.80
50.500' LT
+45.80
60.500' LT
+30.80
60.500' LT
+45.8056.500' LT+30.8056.500' LT L1
+83.80
60.500' LT
+68.80
60.500' LT
+83.8056.500' LT+68.8056.500' LT
+06.80
60.500' LT
+22.80
60.500' LT
+06.8056.500' LT +22.8056.500' LT
C1 C1 C1
60.500' RT
50.500' RT
C2
P6
L2
L2
L2
C5
C4C4
+45.80
27.000' LT
+51.80
27.000' LT
70.235' RT
76.589' RTR10.00'+95.73
50.500' RT
P9 P9 P9 P9
P10 P1020+00.0021+00.0022+00.0019+50.00 20+50.00 21+50.00
C9
C9
C9
C926.00'26.00'26.00'26.00'26.00'4th StreetMonon Boulevard (NB)
Cycle Track (SB)
Monon Boulevard (SB)
Midtown West
(future)
Midtown WestMerchants Bank Building
(future)
Midtown East
(future)
Sun King
Brewery
(future)
Existing Monon Trail 5.00'0.50'0.50'5.00'0.50'0.50'5.00'0.50'0.50'EXPANSION JOINT (TYP.)EXPANSION JOINT (TYP.)EXPANSION JOINT (TYP.)
C1
+42.16
50.500' LT
P8
P8
P8
P8 P8
P8
P8
P8 P8
P8
P8
P8 P8
P8
P8
P8 P8
P8
P8
P8Project Limit LineProject Limit LineProject Limit Line
Project Limit Line
Project Limit LineProject Limit Line
E3
E4
E4 E4 E4
E4
E4 E4
Curb Ramp, Concrete.
Details 3, 4, & 5, Sheet SD3.7
Sidewalk, Concrete
Detail 2, Sheet SD3.8
Curb, Granite, 6 inch., Type 1
Details 1, 2, & 4, Sheet SD 3.9
Curb, Granite, 6 inch., Type 2
Details 3, 5, & 6, Sheet SD 3.9
Curb, Granite, 12 inch., Type 1
Detail 7, Sheet SD3.9
Curb, Granite, 12 inch., Type 2
Detail 8, Sheet SD3.9
PCCP 12 IN., Band.
Detail 1, Sheet SD 3.10
Curb, Concrete.
Detail 2, Sheet SD 3.10
Curb, Concrete, Gutter.
Detail 3, Sheet SD 3.10
Drive Approach
Detail 11, Sheet SD3.8
Sidewalk, Concrete - 6"
Detail 12, Sheet SD3.8
Luminare, Type 1.
Refer to Electrical Plans
Luminare, Type 2.
Refer to Electrical Plans
Service Point
Refer to Electrical Plans
Receptacle, Ground Box, GFI
Details, Sheet SD3.14
Tree Grate, Type 1.
Detail 1, Sheet SD 3.11
Tree Grate, Type 2.
Detail 2, Sheet SD 3.11
Planting Bed
Refer to Soil and Landscape Plans
Suspended Pavement Assembly
Details, Sheet SD5.6
Pavers, Type 1. (permeable)
Detail 3, Sheet SD 3.8
Pavers, Type 2. (non-permeable)
Detail 4, Sheet SD 3.8
Pavers, Type 3. (granite)
Detail 5, Sheet SD 3.8
Pavers, Type 4. (split granite)
Detail 5 & 8, Sheet SD 3.8
Pavers, Type 5. (granite ADA)
Detail 5, Sheet SD 3.8
Pavers, Type 6. (granite 'curb')
Detail 5, Sheet SD 3.8
Pavers, Type 7. (ADA)
Details 3, 4, & 5, Sheet SD3.7
Pavers, Type 8. (Parking)
Detail 9, Sheet SD3.8
Pavers, Type 9. (2" asphalt)
Details 6, Sheet SD3.8
Pavers, Type 10. (3" asphalt)
Details 7, Sheet SD3.8
Full Depth Sawcut.
Refer to Demolition Plans.
R
C1
C2
C3
L1
P1
P2
P3
P4
P5
P6
P8
C4
C5 E1
E2
E3
F1
F2
L2
P7
C6
C7
C8
P9
P10
C9
X1E4
C10 SEE SHEET SD3.2 - MATCH LINE 'M' STATION 22+17.50NORTH SCALE: 1" = 10'
0' 5' 10'20'
SITE LAYOUT PLANPA
CK
AR
KO
1"=10'
SD3.1
RECOMMENDEDFOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALECITY OF CARMEL
MONON TRAIL - URBAN SECTION
--
--
RUNDELL ERNSTBERGER ASSOCIATES
Landscape Architecture + Urban Design + Civil Engineering
618 East Market Street, Indianapolis, IN 46202
TE [317] 263.0127 FX [317] 263.2080
E-mail: reaindy@reasite.com
www.reasite.com
1436
N/A
7.25.2017
GApp. Existing Right-of-WayApp. Ex. Right-of-Way
App. Existing Right-of-Way
Proposed Right-of-Way
23.00'
23.00'13.50'0.50'8.00'10.00'1.00'7.50'5.00'0.50'8.00'10.00'1.00'5.00'1.00'18.00'6.00'5.00'14.00'1.00'10.00'8.00'0.50'5.00'10.00'10.50'23.00'R10.00'R20.0
0
'R10.00'R10.00
'R10.00'R10.00'R2
0
.
0
0
'R20.00'R10.
00
'
R
C1
C1
C1
C1
C1
C1
C1 C1 C1 C1
C1 C1
C1 C1
C1
C1 C1 C1 C1
C1 C1 C1 C1 C1 C1 C1 C1
C1
C1
C4 C4
+00.68
27.000' LT
+77.68
27.000' LT
P6 P6C4C4 C4 C4 C4
C2 +79.56
43.242' LT+81.87
40.929' LT
+83.22
39.796' LT
+88.94
38.000' LT
C2
+00.68
38.000' LT
C2
+06.1138.000' LT
+26.1158.027' LT
+26.09
71.000' LT
P6
P6
+00.68
51.000' LT
+00.6856.500' LT
+91.8048.414' LT
+91.80
50.500' LT
P6
C7
P6
P6
P6
P6
P6
C7
+52.10
71.025' LT
+77.68
71.049' LT
+52.11
57.981' LT
+72.11
38.000' LT
+77.68
38.000' LT
+77.68
64.000' LT
P6 C2
+89.6838.000' LT
+96.7540.929' LT
+00.82
45.000' LT
C2 C2 +92.8245.000' LT
+97.89
39.928' LT
+04.96
37.000' LT C2
C2
R10.00
'
+33.7539.928' LT
+38.8245.000' RTC2C2C2
+00.8245.000' RT
+95.75
39.929' RT
+88.68
37.000' RT
+70.3237.000' RT
+54.8245.000' RT
+59.85
39.971' RT
C2
C2
C2+85.8245.000' RT
+80.75
39.929' RT
+73.68
37.000' RT
C3
C2
C2
+59.42
37.000' RT
C2
+43.4245.000' RT
+40.3451.000' RT
+39.43
56.500' RT
+39.42
66.500' RT
+26.07
82.000' LT
+52.09
82.025' LTC6X1
L1 L1
L1
L1L1
E1 +58.32
48.000' LT E1 +28.40
48.000' LT
+27.32
48.000' RT E1+58.32
48.000' RT E1+90.40
48.000' RT E1+20.32
48.000' RT E1E1
+99.1848.000' LT E2
+79.18
48.000' LT E2F1
+04.32
50.500' LT +23.82
48.000' LT F1 +46.82
48.000' LT F1 +69.82
48.000' LT F1F1+26.30
48.000' LT
F1+92.82
48.000' RT F2+69.82
48.000' RT F1+46.82
48.000' RT F1+23.82
48.000' RT F1
+04.32
45.500' RT+31.82
48.000' RT F1+08.82
48.000' RT F1 +15.82
48.000' RT
P1 P1
P1
P1 P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1P1
P1
P1
P1
P1
P2
P2
P2
P2
P2 P2 P2 P2
P3 P3
P5
P4
P5
P5
P4P5
+77.6856.500' LT
L2
L2L2L2
L2L2
L2
L2
L2
L2
L2
L2
L2 L2
L2
L2L1
L1 L1 L1 L1
+27.3237.020' LT+26.67
36.999' LT
+21.32
36.999' LT
C2
L1
L1
+83.80
60.500' LT
+68.80
60.500' LT
+83.8056.500' LT+68.8056.500' LT
+22.80
60.500' LT
+22.8056.500' LT
C1 +45.80
60.500' LT
+45.8056.500' LT
+52.80
60.500' LT
+52.8056.500' LT
+91.80
60.500' LT
+91.8056.500' LT
+00.68
60.500' LT
+89.32
50.500' LT
+04.32
50.500' LT
+04.32
43.500' LT
+20.82
43.500' LT
+27.32
43.500' LT
L1L1L1L1+96.32
56.500' RT
+96.32
60.500' RT
+12.3256.500' RT
+12.32
60.500' RT
+27.32
56.500' RT
+27.32
60.500' RT
+43.3256.500' RT
+43.32
60.500' RT
+89.32
56.500' RT
+89.32
60.500' RT
+04.3256.500' RT
+04.32
60.500' RT
+51.32
56.500' RT
+51.32
60.500' RT
+66.3256.500' RT
+66.32
60.500' RT
+74.32
56.500' RT
+74.32
60.500' RT
+89.3256.500' RT
+89.32
60.500' RT C1 C1 C1
L1L1L1+51.3256.500' RT
+51.32
60.500' RT
+59.3256.500' RT
+59.32
60.500' RT
+39.43
60.500' RT +66.32
56.500' RT
+66.32
60.500' RT
+41.04
50.500' RT
+50.32
48.000' RT+51.32
50.500' RT
+51.3243.500' RT +74.3243.500' RT
+62.82
48.000' RT F1
L1
L1
+74.32
50.500' RT
+89.32
50.500' RT
C1
+51.32
50.500' RT
+66.32
50.500' RT
L1 L1
+89.3243.500' RT
+66.32
43.500' RT
+76.3243.500' RT
+89.32
50.500' RT
+66.96
37.000' RT
+76.32
37.000' RT
+04.32
50.500' RT
F1 +49.30
48.000' LT
+60.80
48.000' LT
+68.80
50.500' LT
+77.8045.000' LT
+83.80
50.500' LT
C2
C3
C2
C2
R
R
L2
C1
L2
L2
L2
L2L2
C4 C4
C4
C7
C7
L1
L1L1L1
R3.
0
0
'
C5
C4
+27.32
27.000' LT
+21.32
27.000' LT
C4C5
+70.32
27.000' RT
+76.6827.000' RT
+39.4270.235' RT
+40.74
76.589' RT
+43.31
82.541' RT
R16.00'R12.00'+57.41
89.777' RT
+54.32
89.776' RT
L1L1
L1
+84.2843.465' RT
P9 P9 P9 P9 P9 P9
P9P9P9P9P10
Proposed Right-of-Way
23+00.0024+00.0025+00.0022+50.00 23+50.00 24+50.00
C9
C9 26.00'26.00'26.00'26.00'L1 L1 L1 L1 L1 L1 L12nd Street Cycle Track (NB)
Midtown West
(future)
Happy Dog Hotel and SpaClarey Clayworks Old Town On The Monon Apartments (South)
Existing
Building
Existing
Building
Existing Monon Trail
Monon Boulevard (NB)
Cycle Track (SB)
Monon Boulevard (SB)
Existing Monon Trail
5.00'0.50'0.50'5.00'0.50'0.50'5.00'0.50'0.50'+77.68
50.500' LT
P8
P8
P8
P8
+68.80
45.500' LT
P8
P8 P8
P8
P8
P8 P8
P8
P8
P8
P8
P8
P8
P8 P8
P8
P8
P8
+89.32
45.500' RT
+51.32
45.500' RT
P8
P8
P8
P8 P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P6
+00.68
71.000' LT
Project Limit Line
Project Limit Line
Project Limit Line
Project Limit Line
Project Limit Line
Project Limit Line
Project Limit Line
Project Limit LineProject Limit Line
+26.16
66.500' RT
+18.16
66.500' RT
C3
C2
C10 C10
C10C10C10
E3
E4 E4
E4
P7
E4 E4
E4 E4 E4
E4
E4
E4
E4E4E4
E4
E4
E4E4
E4
E4
Curb Ramp, Concrete.
Details 3, 4, & 5, Sheet SD3.7
Sidewalk, Concrete
Detail 2, Sheet SD3.8
Curb, Granite, 6 inch., Type 1
Details 1, 2, & 4, Sheet SD 3.9
Curb, Granite, 6 inch., Type 2
Details 3, 5, & 6, Sheet SD 3.9
Curb, Granite, 12 inch., Type 1
Detail 7, Sheet SD3.9
Curb, Granite, 12 inch., Type 2
Detail 8, Sheet SD3.9
PCCP 12 IN., Band.
Detail 1, Sheet SD 3.10
Curb, Concrete.
Detail 2, Sheet SD 3.10
Curb, Concrete, Gutter.
Detail 3, Sheet SD 3.10
Drive Approach
Detail 11, Sheet SD3.8
Sidewalk, Concrete - 6"
Detail 12, Sheet SD3.8
Luminare, Type 1.
Refer to Electrical Plans
Luminare, Type 2.
Refer to Electrical Plans
Service Point
Refer to Electrical Plans
Receptacle, Ground Box, GFI
Details, Sheet SD3.14
R
C1
C2
C3
C4
C5 E1
E2
E3
C6
C7
C8
C9
E4
C10
Tree Grate, Type 1.
Detail 1, Sheet SD 3.11
Tree Grate, Type 2.
Detail 2, Sheet SD 3.11
Planting Bed
Refer to Soil and Landscape Plans
Suspended Pavement Assembly
Details, Sheet SD5.6
Pavers, Type 1. (permeable)
Detail 3, Sheet SD 3.8
Pavers, Type 2. (non-permeable)
Detail 4, Sheet SD 3.8
Pavers, Type 3. (granite)
Detail 5, Sheet SD 3.8
Pavers, Type 4. (split granite)
Detail 5 & 8, Sheet SD 3.8
Pavers, Type 5. (granite ADA)
Detail 5, Sheet SD 3.8
Pavers, Type 6. (granite 'curb')
Detail 5, Sheet SD 3.8
Pavers, Type 7. (ADA)
Details 3, 4, & 5, Sheet SD3.7
Pavers, Type 8. (Parking)
Detail 9, Sheet SD3.8
Pavers, Type 9. (2" asphalt)
Details 6, Sheet SD3.8
Pavers, Type 10. (3" asphalt)
Details 7, Sheet SD3.8
Full Depth Sawcut.
Refer to Demolition Plans.L1
P1
P2
P3
P4
P5
P6
P8
F1
F2
L2
P7
P9
P10
X1
RECOMMENDEDFOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALECITY OF CARMEL
MONON TRAIL - URBAN SECTION
--
--
RUNDELL ERNSTBERGER ASSOCIATES
Landscape Architecture + Urban Design + Civil Engineering
618 East Market Street, Indianapolis, IN 46202
TE [317] 263.0127 FX [317] 263.2080
E-mail: reaindy@reasite.com
www.reasite.com
1436
N/A
7.25.2017
SCALE: 1" = 10'
0' 5' 10'20'
SITE LAYOUT PLANPA
CK
AR
KO
1"=10'
SD3.2
NORTH SEE SHEET SD3.3 - MATCH LINE 'M' STATION 25+17.50SEE SHEET SD3.1 - MATCH LINE 'M' STATION 22+17.50SEE SHEET SD3.5
Proposed Right-of-Way
App. Existing Right-of-Way
23.00'R163.00'R169.00'R174.00'R155.00'R126.00'R131.00'R20.
00'
R
2
0
.
0
0
'5.91'1.00'6.20'8.79'23.00'7.50'0.50'8.00'10.00'1.00'5.00'1.00'10.00'7.50'5.00'6.00'5.50'0.50'R10.00'R10.00
'R20.00'R
2
0
.
0
0
'10.00'1.00'R10.00'R144.00'R
2
0
.
0
0
'
R20.
0
0'R10.00'R118.00'3.33'R
C1
C1
C1
C1
C1
C1 C1
C1
C1 C1 C1 C1 C1
C1
C1
C1
C1 C1 C1 C1
C4 C4 C4
+88.31
27.000' RT
C4 C4
C4
C4
+78.7018.906' LT +89.3618.906' LT+88.3118.906' LT
+09.33
0.109' RT
+00.65
27.000' LT
+56.83
20.457' LT
+21.1125.549' LT
+09.636.016' RT
+89.6527.000' RT
P6
P6
P6
P6
C2
C2R10.00
'
+33.7539.928' LT
+38.82
45.000' LT C2
C2
+00.6545.000' LT +23.6543.369' LT
+56.7638.649' LT
+60.0034.332' LT
+68.8030.262' LT +78.7029.906' LT +88.3129.906' LT
C2
C2 C2
+89.67
29.906' LT
+09.6749.986' LT
+09.61
66.000' LT
+88.31
66.000' LT
+88.31
55.906' LT
+88.31
48.406' LT
+88.31
42.406' LT
P6
P6
C7
+09.57
77.000' LT
C7
+33.34
77.000' LT
+33.3566.000' LT
+33.3848.875' LT
+53.3828.906' LT +61.3828.906' LT
P6
P6
P6
P6
C5 C5
C5C5P6
P6
P6
+61.3818.906' LT+54.1318.906' LT
+34.152.078' RT
+37.60
72.000' RT
+38.14
83.000' RT
+14.3272.000' RT
+14.43
83.000' RT
C6
C7
C8
C7
C8
C1
+14.25
65.601' RT
+13.83
57.016' RT
+93.85
38.000' RT
+88.31
50.500' RT
+88.31
38.000' RT
+70.46
38.000' RT
+88.31
72.000' RT
+95.90
72.000' RT
+07.82
72.000' RT
+08.0796.421' RT
+99.2172.000' RT
+14.57
96.355' RT
+38.5594.044' RT
P6
P6
P6
P6
P6
+63.3940.929' RT
+59.3245.000' RT
+61.1043.222' RT C2C2
C2C2
+84.8245.000' RT
+79.75
39.929' RT
+72.68
37.000' RT
+51.72
37.000' RT
+38.8245.000' RT
+43.85
39.971' RT
C2
C2C2
C2
X1
X1
L1
L1
L1L1
+28.40
48.000' LT E1 +96.32
48.000' LT E1
+61.10
41.062' LT E1
E1+96.32
48.000' RT E1+27.32
48.000' RT E1
+86.81
39.906' LT E2
+86.81
48.000' RTE2
+61.82
48.000' LT F1 +84.82
48.000' LT F1 +10.70
47.695' LT F1
+34.4244.864' LT F1
+07.82
48.000' RT F1+61.82
48.000' RT F1+15.82
48.000' RT
P1
P1 P1
P1
P1
P1 P1
P1
P1
P1
P1
P1
P1
P2
P2
P2
P2
P2 P2
P2
P2 P2
P2
P2
P2
P3
P3
P5
P4
P5
P5 P4
P4
P5
P7
L2
L2
L2
L2
L2
L2 L2
L2
L2 L2
L2
L1
+27.3237.020' LT+26.67
36.999' LT
+21.32
36.999' LT
C2
L1
+42.32
50.500' LT50.500' LT
43.500' LT
+20.82
43.500' LT
+27.32
43.500' LT
+53.37
39.637' LT
+54.0844.588' LT
L1 L1L1L1L1C1
C1
+49.32
48.000' RTE1
+88.32
45.500' RT+73.32
50.500' RT
+73.3243.500' RT
L1
L1+50.32
43.500' RT
+50.32
56.500' RT
+50.32
60.500' RT
+65.3256.500' RT
+65.32
60.500' RT
+73.32
56.500' RT
+73.32
60.500' RT
+11.32
56.500' RT
+11.32
60.500' RT
+27.3256.500' RT
+27.32
60.500' RT
+73.32
56.500' RT
+73.32
60.500' RT
+88.3256.500' RT
+88.32
60.500' RT
+65.32
56.500' RT
+65.32
60.500' RT
+58.32
60.500' RT
L14.00'+35.32
56.500' RT
+35.32
60.500' RT
+50.3256.500' RT
+50.32
60.500' RT
+12.3256.500' RT
+12.32
60.500' RT
+30.82
48.000' RT F1
+50.32
45.500' RT +61.10
48.000' RT+50.32
50.500' RT
+65.32
50.500' RT
+73.32
50.500' RT
+73.3248.370' RT
C5
P6
C51.00'R
L2
C4C4
+27.32
27.000' LT
+21.32
27.000' LT
C4C5
P9 P9 P9
P9
P9
P9
P9P9P926+00.0027+00.0028+00.0025+50.00 26+50.00 27+50.00
26.00'26.00'L1 L1 L1 L1 L1 L1 L1 L1 L1 L1
L1
C1C1C1
Monon Boulevard (NB)
Monon Boulevard (SB)1st Street SWCycle Track (NB)
Cycle Track (SB)
See Monon & Main Package
Old Town On The Monon Apartments (South)
Old Town On The Monon Apartments (North)
Carmel Clay Historical SocietyExisting
Building
Existing Monon Trail
Monon & Main
(future)17.91'+50.32
50.500' RT 0.50'0.50'+58.32
56.500' RT5.00'0.50'0.50'+88.3166.500' RT
+88.31
60.500' RT
+88.31
56.500' RT
P8
P8
P8
P8 P8
P8
P8
P8
P8
P8
P8
P8
E4
P8P8
P8
P8
P8 P8
P8
P8
P8
P8
P8
+88.32
50.500' RT
P6
C6
Proje
c
t
Li
mit
Li
n
e
Project Limit Line
Project Limit Line
Project Limit Line
Project Limit Line
Project Limit Line
Project Limit Line
C3
C2
C10 C10
C10C10
E4 E4 E4 E4
E4
E4
P8
E4
E4E4
E4
E4
P8
E4
E3
Curb Ramp, Concrete.
Details 3, 4, & 5, Sheet SD3.7
Sidewalk, Concrete
Detail 2, Sheet SD3.8
Curb, Granite, 6 inch., Type 1
Details 1, 2, & 4, Sheet SD 3.9
Curb, Granite, 6 inch., Type 2
Details 3, 5, & 6, Sheet SD 3.9
Curb, Granite, 12 inch., Type 1
Detail 7, Sheet SD3.9
Curb, Granite, 12 inch., Type 2
Detail 8, Sheet SD3.9
PCCP 12 IN., Band.
Detail 1, Sheet SD 3.10
Curb, Concrete.
Detail 2, Sheet SD 3.10
Curb, Concrete, Gutter.
Detail 3, Sheet SD 3.10
Drive Approach
Detail 11, Sheet SD3.8
Sidewalk, Concrete - 6"
Detail 12, Sheet SD3.8
Luminare, Type 1.
Refer to Electrical Plans
Luminare, Type 2.
Refer to Electrical Plans
Service Point
Refer to Electrical Plans
Receptacle, Ground Box, GFI
Details, Sheet SD3.14
Tree Grate, Type 1.
Detail 1, Sheet SD 3.11
Tree Grate, Type 2.
Detail 2, Sheet SD 3.11
Planting Bed
Refer to Soil and Landscape Plans
Suspended Pavement Assembly
Details, Sheet SD5.6
Pavers, Type 1. (permeable)
Detail 3, Sheet SD 3.8
Pavers, Type 2. (non-permeable)
Detail 4, Sheet SD 3.8
R
C1
C2
C3
L1
P1
P2
C4
C5 E1
E2
E3
F1
F2
L2C6
C7
C8
C9
E4
C10
Pavers, Type 3. (granite)
Detail 5, Sheet SD 3.8
Pavers, Type 4. (split granite)
Detail 5 & 8, Sheet SD 3.8
Pavers, Type 5. (granite ADA)
Detail 5, Sheet SD 3.8
Pavers, Type 6. (granite 'curb')
Detail 5, Sheet SD 3.8
Pavers, Type 7. (ADA)
Details 3, 4, & 5, Sheet SD3.7
Pavers, Type 8. (Parking)
Detail 9, Sheet SD3.8
Pavers, Type 9. (2" asphalt)
Details 6, Sheet SD3.8
Pavers, Type 10. (3" asphalt)
Details 7, Sheet SD3.8
Full Depth Sawcut.
Refer to Demolition Plans.
P3
P4
P5
P6
P8
P7
P9
P10
X1
RECOMMENDEDFOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALECITY OF CARMEL
MONON TRAIL - URBAN SECTION
--
--
RUNDELL ERNSTBERGER ASSOCIATES
Landscape Architecture + Urban Design + Civil Engineering
618 East Market Street, Indianapolis, IN 46202
TE [317] 263.0127 FX [317] 263.2080
E-mail: reaindy@reasite.com
www.reasite.com
1436
N/A
7.25.2017
SCALE: 1" = 10'
0' 5' 10'20'
SITE LAYOUT PLANPA
CK
AR
KO
1"=10'
SD3.3
NORTH SEE SHEET SD3.4 - MATCH LINE 'M' STATION 28+17.50SEE SHEET SD3.2 - MATCH LINE 'M' STATION 25+17.50
PHASE 1Sta. 30+38.42
PROJECTEND OF
Line "M"
Proposed Right-of-Way
App. Existing Right-of-Way1.00'10.00'1.00'C5 C5 C5 +16.0028.906' LT
+16.00
18.906' LTC5C5C5C5
P1 P1 P1 P1
C5
C6
C5 C51.00'29+00.0030+00.0031+00.0028+50.00 29+50.00 30+50.00
Main StreetMonon Boulevard (SB)
See Monon & Main Package
Old Town On The Monon Apartments (North)Old Town On The Monon Apartments (North)
Existing Monon Trail
Monon & Main
(future)
Sophia Square
Bub's Burgers
& Ice Cream
17.91'Project Limit Line
Project Limit LineProject Limit Line
TEMPORARY
HMA
APPROACH
E3
Curb Ramp, Concrete.
Details 3, 4, & 5, Sheet SD3.7
Sidewalk, Concrete
Detail 2, Sheet SD3.8
Curb, Granite, 6 inch., Type 1
Details 1, 2, & 4, Sheet SD 3.9
Curb, Granite, 6 inch., Type 2
Details 3, 5, & 6, Sheet SD 3.9
Curb, Granite, 12 inch., Type 1
Detail 7, Sheet SD3.9
Curb, Granite, 12 inch., Type 2
Detail 8, Sheet SD3.9
PCCP 12 IN., Band.
Detail 1, Sheet SD 3.10
Curb, Concrete.
Detail 2, Sheet SD 3.10
Curb, Concrete, Gutter.
Detail 3, Sheet SD 3.10
Drive Approach
Detail 11, Sheet SD3.8
Sidewalk, Concrete - 6"
Detail 12, Sheet SD3.8
Luminare, Type 1.
Refer to Electrical Plans
Luminare, Type 2.
Refer to Electrical Plans
Service Point
Refer to Electrical Plans
Receptacle, Ground Box, GFI
Details, Sheet SD3.14
Tree Grate, Type 1.
Detail 1, Sheet SD 3.11
Tree Grate, Type 2.
Detail 2, Sheet SD 3.11
Planting Bed
Refer to Soil and Landscape Plans
Suspended Pavement Assembly
Details, Sheet SD5.6
Pavers, Type 1. (permeable)
Detail 3, Sheet SD 3.8
Pavers, Type 2. (non-permeable)
Detail 4, Sheet SD 3.8
Pavers, Type 3. (granite)
Detail 5, Sheet SD 3.8
Pavers, Type 4. (split granite)
Detail 5 & 8, Sheet SD 3.8
Pavers, Type 5. (granite ADA)
Detail 5, Sheet SD 3.8
Pavers, Type 6. (granite 'curb')
Detail 5, Sheet SD 3.8
Pavers, Type 7. (ADA)
Details 3, 4, & 5, Sheet SD3.7
Pavers, Type 8. (Parking)
Detail 9, Sheet SD3.8
Pavers, Type 9. (2" asphalt)
Details 6, Sheet SD3.8
Pavers, Type 10. (3" asphalt)
Details 7, Sheet SD3.8
Full Depth Sawcut.
Refer to Demolition Plans.
R
C1
C2
C3
L1
P1
P2
P3
P4
P5
P6
P8
C4
C5 E1
E2
E3
F1
F2
L2
P7
C6
C7
C8
P9
P10
C9
X1E4
C10
RECOMMENDEDFOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALECITY OF CARMEL
MONON TRAIL - URBAN SECTION
--
--
RUNDELL ERNSTBERGER ASSOCIATES
Landscape Architecture + Urban Design + Civil Engineering
618 East Market Street, Indianapolis, IN 46202
TE [317] 263.0127 FX [317] 263.2080
E-mail: reaindy@reasite.com
www.reasite.com
1436
N/A
7.25.2017
SCALE: 1" = 10'
0' 5' 10'20'
SITE LAYOUT PLANPA
CK
AR
KO
1"=10'
SD3.4
NORTHSEE SHEET SD3.3 - MATCH LINE 'M' STATION 28+17.50
+26.09
C7 P6
C7
+52.10
+77.6871.049' LT
+26.0782.000' LT +52.09
82.025' LTC6X1
P2
C7
C7
C7
R3.
0
0
'R3.00'9.00'20.00'57.00'45.00'12.00'12.00'
+55.08
85.158' LT
+70.58
85.174' LT
+82.54
130.185' LT
+82.53142.185' LT
+52.02
145.156' LT
+55.03142.161' LT
+70.54
130.173' LT
L1
L1
Bub's Café
P6
+00.68
Project Limit Line
Project Limit Line
E3
Curb Ramp, Concrete.
Details 3, 4, & 5, Sheet SD3.7
Sidewalk, Concrete
Detail 2, Sheet SD3.8
Curb, Granite, 6 inch., Type 1
Details 1, 2, & 4, Sheet SD 3.9
Curb, Granite, 6 inch., Type 2
Details 3, 5, & 6, Sheet SD 3.9
Curb, Granite, 12 inch., Type 1
Detail 7, Sheet SD3.9
Curb, Granite, 12 inch., Type 2
Detail 8, Sheet SD3.9
PCCP 12 IN., Band.
Detail 1, Sheet SD 3.10
Curb, Concrete.
Detail 2, Sheet SD 3.10
Curb, Concrete, Gutter.
Detail 3, Sheet SD 3.10
Drive Approach
Detail 11, Sheet SD3.8
Sidewalk, Concrete - 6"
Detail 12, Sheet SD3.8
Luminare, Type 1.
Refer to Electrical Plans
Luminare, Type 2.
Refer to Electrical Plans
Service Point
Refer to Electrical Plans
Receptacle, Ground Box, GFI
Details, Sheet SD3.14
Tree Grate, Type 1.
Detail 1, Sheet SD 3.11
Tree Grate, Type 2.
Detail 2, Sheet SD 3.11
Planting Bed
Refer to Soil and Landscape Plans
Suspended Pavement Assembly
Details, Sheet SD5.6
Pavers, Type 1. (permeable)
Detail 3, Sheet SD 3.8
Pavers, Type 2. (non-permeable)
Detail 4, Sheet SD 3.8
Pavers, Type 3. (granite)
Detail 5, Sheet SD 3.8
Pavers, Type 4. (split granite)
Detail 5 & 8, Sheet SD 3.8
Pavers, Type 5. (granite ADA)
Detail 5, Sheet SD 3.8
Pavers, Type 6. (granite 'curb')
Detail 5, Sheet SD 3.8
Pavers, Type 7. (ADA)
Details 3, 4, & 5, Sheet SD3.7
Pavers, Type 8. (Parking)
Detail 9, Sheet SD3.8
Pavers, Type 9. (2" asphalt)
Details 6, Sheet SD3.8
Pavers, Type 10. (3" asphalt)
Details 7, Sheet SD3.8
Full Depth Sawcut.
Refer to Demolition Plans.
R
C1
C2
C3
L1
P1
P2
P3
P4
P5
P6
P8
C4
C5 E1
E2
E3
F1
F2
L2
P7
C6
C7
C8
P9
P10
C9
X1E4
C10
RECOMMENDEDFOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALECITY OF CARMEL
MONON TRAIL - URBAN SECTION
--
--
RUNDELL ERNSTBERGER ASSOCIATES
Landscape Architecture + Urban Design + Civil Engineering
618 East Market Street, Indianapolis, IN 46202
TE [317] 263.0127 FX [317] 263.2080
E-mail: reaindy@reasite.com
www.reasite.com
1436
N/A
7.25.2017
SCALE: 1" = 10'
0' 5' 10'20'
SITE LAYOUT PLANPA
CK
AR
KO
1"=10'
SD3.5
NORTH
SEE SHEET SD3.2
PARKING AREA TO BE
CONSTRUCTED VIA
CONTRACTOR
DESIGN/BUILD;
COORDINATE WITH
CITY OF CARMEL
6.33'
6'1.33'1.33'2'P2 1|2
P2 2|1 2'P2 1|3
P2 1|2
P2 2|1
P2 1|3
P2 2|1
P5 1|1
P2 1|1
P2 1|1 P2 1|1
6.33'
6'1.33'1.33'2'P2 1|2
P2 2|1 2'P2 1|3
P2 1|2
P2 2|1
P2 1|3
P2 2|1
2'2'P2 1|2
P2 1|2
P1 1|2
P2 1|2
P1 1|2 P2 1|2
P6 1|1
P6 1|1
P6 1|1
P5 1|1
P6 1|1
P1 1|1
P6 1|1
P6 1|1
P2 1|1
P2 1|2
P2 1|2
P2 1|2P2 1|2
P3 1|1
P3 1|1
P3 1|1
P3 1|1
P3 2|1
P3 2|1
5'P6 1|1 P6 1|1
P4 1|1
P2 1|2
P5 1|1
12.66'1.33'1.33'5'12.33'1.33'1.33'1.33'P2 1|2
P6 1|1
P2 1|3
P2 2|1
P2 1|3
P2 2|1
P2 1|3
P2 2|1
P2 1|3P2 1|3
P2 2|1
2'2'
P2 1|3
P2 2|1 P2 2|1
P2 1|3
P2 2|1
P2 1|3
P2 2|1
P2 1|3
P2 2|1
P2 1|3
P2 2|1P2 2|1
2'2'
P6 1|1
P2 1|2
P5 1|1
P4 1|1
P6 1|1
P2 1|2
P6 1|1
P6 1|1
P6 1|1
P6 1|1
P2 1|2
P2 1|2
P2 1|2
P1 1|2
P1 1|2
P1 1|1
P6 1|1
P2 1|2
P6 1|1
P2 1|2
P6 1|1
P2 1|2
P6 1|1
P2 1|2
1.33'10'1.33'P2 2|1 P2 2|1 P2 2|1 P2 2|1P2 2|1
P2 1|3 P2 1|3 P2 1|3P2 1|3 P2 1|3P2 1|3
P3 1|1
P3 1|1
P3 2|1
P3 2|1
7SD3.88SD3.82SD3.121
SD3.12
CURB, GRANITE, 12" WIDE, TYPE 1;
SEE DETAIL 7, SHEET SD3.9
CURB, GRANITE, 6" WIDE, TYPE 1;
SEE DETAIL 1, SHEET SD3.9
CURB, GRANITE, 12" WIDE, TYPE 1;
SEE DETAIL 7, SHEET SD3.9
CURB, GRANITE,
6" WIDE, TYPE 1;
SEE DETAIL 1, SHEET SD3.9
P2 1|2
P2 2|1
P2 2|1
P6 1|1
SIDEWALK, CONCRETE;
SEE DETAIL 2, SHEET SD3.8
PLANT BED;
SEE LANDSCAPE PLAN
SIDEWALK, CONCRETE;
SEE DETAIL 2, SHEET SD3.8
PLANT BED;
SEE LANDSCAPE PLAN
CYCLE TRACK
INTERSECTION APPROACH;
SEE DETAIL 1, SHEET SD3.13
P2 1|3
P2 2|1
P2 1|2
P2 1|3
P2 1|2
P2 1|2
P2 2|1
P2 1|3
P2 1|2
Pavers, Type 1
Color: 1
Pattern: Herringbone,
45° from Line 'M'
Unit Paver Keynotes:
Pavers, Type 1
Color: 1
Pattern: Soldier Course Border
P1 1|1
P1 2|1
P2 1|1
Pavers, Type 6
Color: 1
Pattern: Running Bond
P6 1|1
PX X|X
Paver Type
Color Designation
Size/Pattern Designation
Keynote Diagram:
P1 1|2
Pavers, Type 1
Color: 1
Pattern: Herringbone,
90° from Line 'M'
P1 1|3
Pavers, Type 1
Color: 2
Pattern: Herringbone,
90° from Line 'M'
Pavers, Type 2
Color: 1
Pattern: Herringbone,
45° from Line 'M'
Pavers, Type 2
Color: 1
Pattern: Soldier Course Border
Pavers, Type 2
Color: 2
Pattern: Herringbone,
90° from Line 'M'
P2 2|1
P2 1|2
Pavers, Type 2
Color: 1
Pattern: Herringbone,
90° from Line 'M'
P2 1|3
P3 1|1 Pavers, Type 3
Color: 1
Pattern: Staggered Course
Pavers, Type 3
Color: 2
Pattern: Staggered Course
P3 2|1
Pavers, Type 4
Color: 1
Pattern: Modified Radial Course
P4 1|1
Pavers, Type 5
Color: 1
Pattern: Straight Course
P5 1|1
General Notes:
1. Refer to Unit Paver Unique Special Provision for
additional information, including manufacturer and
color designation.
2. Refer to Site Details for typical Paver Section Details.
3. Dimensions shown on the plans are only included to
represent the typical patterns and joint locations.
Dimensions shown for pavers are based on the
nominal paver size. Verify actual dimension with the
selected paver manufacturer. Refer to special
provisions for mock-up of each condition that is
required prior to beginning work.
RECOMMENDEDFOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALECITY OF CARMEL
MONON TRAIL - URBAN SECTION
--
--
RUNDELL ERNSTBERGER ASSOCIATES
Landscape Architecture + Urban Design + Civil Engineering
618 East Market Street, Indianapolis, IN 46202
TE [317] 263.0127 FX [317] 263.2080
E-mail: reaindy@reasite.com
www.reasite.com
1436
N/A
7.25.2017
SITE LAYOUT DETAILSPA
CK
AR
KO
1"=10'
SD3.6
1 SCALE: 1/4" = 1'-0"
INTERSECTION PAVING DETAIL
8'23'2.51'5'R10'5.8'2.1'P1 1|1
P1 1|1
P8 1|1
P1 1|2
P1 1|2
P1 1|2 P1 1|2 P1 1|2
P7 1|1
5.52'
23'
P8 1|1
P8 1|1 P8 1|1 0.5'6'2.7'2'P9 1|1
Pavers, Type 1
Color: 1
Pattern: Herringbone,
45° from Line 'M'
Unit Paver Keynotes:
Pavers, Type 1
Color: 1
Pattern: Soldier Course Border
P1 1|1
P1 2|1
PX X|X
Paver Type
Color Designation
Size/Pattern Designation
Keynote Diagram:
P1 1|2
Pavers, Type 1
Color: 1
Pattern: Herringbone,
90° from Line 'M'
P1 1|3
Pavers, Type 1
Color: 2
Pattern: Herringbone,
90° from Line 'M'
P1 1|1P1 1|1 R10'6'6'10'6'1.33'1.33'2'2'P1 1|2
P1 1|2
P1 1|2
P1 1|2
P1 2|1 2'P1 1|3
P1 1|2
P1 2|1
P1 1|3
P1 2|1
P7 1|1
P1 1|2
P8 1|1
P8 1|1
P1 1|1
PAVER, TYPE 1. SEE DETAIL 3, SHEET SD3.8
2 - #5 BARS CONTINUOUS ALONG CURB. PROVIDE TWO (2)
18" #5 DOWELS THROUGH EXPANSION JOINTS. ALL STEEL
REINFORCING, 3" CLEAR.
1" MORTAR BED. STRIKE AND CONSOLIDATE
BED JOINTS, RAKE AND SEAL (TYP.)
COMPACTED SUBGRADE
7" L x 12" Ø STAINLESS STEEL DOWELS.
2 PER STONE; MIN 3" EMBEDMENT.
12" TAR IMPREGNATED NON-EXTRUDING
EXPANSION JOINT MATERIAL, SEALED
4,000 PSI/CIP CONCRETE FOUNDATION
CURB, GRANITE, 6" WIDE x 6" DEEP, FLUSH
3 SCALE: 1" = 1'-0"
CURB RAMP - SECTION AT RAMP 4"CURB, GRANITE, 6" WIDE, TYPE 1 (BEYOND)
SEE DETAIL 1, SHEET SD3.9
4"4"COMPACTED SUBGRADE
COMPACTED #53 AGGREGATE.6 3/4"2'-0"
DETECTABLE WARNING SURFACE
3
4" ROLLED BITUMINOUS SETTING BED
PAVER, TYPE 7. 2 14" CLAY PAVER WITH WARNING ELEMENTS, HAND-TIGHT
BUTT JOINTS, SWEEP PRE-MIXED POLYMERIC SAND IN JOINTS.
12" DEEP HEEL-GRADE SEALANT.
COLD JOINT
SIDEWALK, CONCRETE.
SEE DETAIL 2, SHEET SD3.8
12" TAR IMPREGNATED NON-EXTRUDING
EXPANSION JOINT MATERIAL
1 12" PVC SLEEVES OR CORE DRILLED HOLES @ 4'-0"
O.C. ALONG EDGE AND AT LOW POINTS. FILL W/
PEA GRAVEL AND COVER W/ FILTER FABRIC.
6'-0"2'-3"1:12 MAX SLOPE
11"6"1'-0"
5 1/2"
EXTEND GEOTEXTILE AND GEOGRID UNDER
CONCRETE FOUNDATION, SEE DETAIL 3, SD3.8.
ASPHALT PRIME COAT
4"4,000 PSI/CIP
CONCRETE FOUNDATION
R1"
5 1/2"
1'-0"
VARIES
VARIES; 4" MIN.4"4,000 PSI/CIP CONCRETE
FOUNDATION, TYP.
CURB, GRANITE, TYP., 6" WIDE, TYPE 1.
SEE DETAIL 1, SHEET SD3.9
R1"
1
2" TAR IMPREGNATED
NON-EXTRUDING
EXPANSION JOINT
MATERIAL, TYP.11"VARIES
12" MIN. TOPSOIL, TYP.,
REFER TO SOIL PLANS34" ROLLED BITUMINOUS SETTING BED
PAVER, TYPE 7. 2 14" CLAY PAVER WITH WARNING
ELEMENTS, HAND-TIGHT BUTT JOINTS, SWEEP
PRE-MIXED POLYMERIC SAND IN JOINTS.
5'-0"
12" TAR IMPREGNATED
NON-EXTRUDING
EXPANSION JOINT
MATERIAL
4 SCALE: 1" = 1'-0"
CURB RAMP - SECTION AT DETECTABLE WARNING SURFACE
COMPACTED SUBGRADE
COMPACTED #53
AGGREGATE1'-4 1/4"2 3/4"
1"11"8"1"
2 3/4"
HOLD FINISH GRADE 1" BELOW TOP OF
CURB, SEE SOIL DETAILS
7" L x 12" Ø STAINLESS STEEL DOWELS, TYP.
2 PER STONE; MIN 3" EMBEDMENT.
ASPHALT PRIME COAT
PAVER, TYPE 7. 2 14" CLAY PAVER WITH
DETECTABLE WARNING SURFACE, HAND-TIGHT
BUTT JOINTS, SWEEP PRE-MIXED POLYMERIC
SAND IN JOINTS.
5 SCALE: 1/2" = 1'-0"
CURB RAMP - PLAN
PAVER, TYPE 1. SEE DETAIL 3, SHEET SD3.8
CURB, GRANITE, 6" WIDE, TYPE 2
CURB, GRANITE, 6" WIDE, FLUSH3SD3.74
SD3.7
TOPSOIL / PLANTING BED, TYP., SEE SOIL
PLANS & DETAIL 2, SHEET SD5.8
SIDEWALK, CONCRETE.
SEE DETAIL 2, SHEET SD3.8
12" TAR IMPREGNATED NON-EXTRUDING
EXPANSION JOINT MATERIAL, W/ 12" DEEP
HEEL-GRADE SEALANT
CURB, GRANITE, 6" WIDE, TYPE 1
SEE DETAIL 1, SHEET SD3.9
12" TAR IMPREGNATED NON-EXTRUDING
EXPANSION JOINT MATERIAL, W/ 12" DEEP
HEEL-GRADE SEALANT
CURB, GRANITE, 6" WIDE, TYPE 1
SEE DETAIL 1, SHEET SD3.9
12" TAR IMPREGNATED NON-EXTRUDING
EXPANSION JOINT MATERIAL, W/ 12" DEEP
HEEL-GRADE SEALANT
Pavers, Type 7
Color: 1
Pattern: Straight Course
P7 1|1
Pavers, Type 8
Color: 1
Pattern: Soldier Course,
Parallel Parking Space Designation
P8 1|1
Pavers, Type 9General Notes:
1. Refer to Unit Paver Unique Special Provision for
additional information, including manufacturer and
color designation.
2. Refer to Site Details for typical Paver Section Details.
3. Dimensions shown on the plans are only included to
represent the typical patterns and joint locations.
Dimensions shown for pavers are based on the
nominal paver size. Verify actual dimension with the
selected paver manufacturer. Refer to special
provisions for mock-up of each condition that is
required prior to beginning work.
RECOMMENDEDFOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALECITY OF CARMEL
MONON TRAIL - URBAN SECTION
--
--
RUNDELL ERNSTBERGER ASSOCIATES
Landscape Architecture + Urban Design + Civil Engineering
618 East Market Street, Indianapolis, IN 46202
TE [317] 263.0127 FX [317] 263.2080
E-mail: reaindy@reasite.com
www.reasite.com
1436
N/A
7.25.2017
SITE LAYOUT DETAILSPA
CK
AR
KO
1"=10'
SD3.7
1 SCALE: 1/4" = 1'-0"
PARALLEL PARKING DETAIL
2 SCALE: 1/4" = 1'-0"
MID-BLOCK CROSSING DETAIL
1 SCALE: 1" = 1'-0"
CONCRETE JOINTING DETAIL
NOTES:
1.EXPANSION JOINT MATERIAL SHALL BE "ZIP-STRIP" EXPANSION MATERIAL WITH
REMOVABLE CAP BY GREENSTREAK OR APPROVED EQUAL.
2.ALL CONTRACTION AND EXPANSION JOINTS ARE TO BE PERPENDICULAR TO THE
EDGE OF WALK.
3.ALIGN JOINTS IN CURBS AND ADJACENT WALKS.
4.IF JOINTING IS NOT SHOWN OR NOTED ON PLANS, PROVIDE A CONCRETE
JOINTING SHOP DRAWING TO LANDSCAPE ARCHITECT FOR REVIEW AND
APPROVAL PRIOR TO ANY POURING.
1/4"1/4 SLABDEPTHEXPANSION JOINT
PLACE AT MAXIMUM SPACING OF 50'
O.C. IN WALKS AND IN CURBS, U.N.O.
PLACE EXPANSION JOINT WHERE NEW
CONCRETE WALKS MEET EXISTING
PAVEMENTS, AT ALL STRUCTURES, AND
AT ALL POINTS OF CURVATURE.
CONTRACTION JOINT
MAY BE SAWN OR TOOLED. PLACE AT
MAXIMUM SPACING OF 6' O.C. IN
WALKS (U.N.O.). WITHIN EACH RUN,
MAKE SPACES EQUAL.
1/2"
12" LONG SMOOTH STEEL EPOXY COATED
DOWELS @ 18'' O.C., ONE END GREASED.
1/2"Ø IN 4" WALKS; 5/8"Ø IN THICKER SLABS.
TAR IMPREGNATED NON-EXTRUDING
EXPANSION JOINT MATERIAL.
1/2"1/2"1/2'' DEEP HEEL-GRADE SEALANT.
(OMIT BENEATH PAVERS)
12"x1/2''Ø SMOOTH STEEL EPOXY COATED
DOWELS @ 18'' O.C., ONE END GREASED.
1/2'' DEEP SEALANT OVER BOND
BREAKER TAPE.
CONSTRUCTION JOINT
PLACE AS INDICATED ON DRAWINGS.
1/2" TOOLED SCORE.
TOOLED SCORE
BRUSH OUT MARKS FROM TROWEL ON
EITHER SIDE OF TOOLED SCORE, LEAVING
ONLY THE TOOLED SCORE SMOOTH. WITHIN
TOOLED SCORE, ALL CONTRACTION AND
EXPANSION JOINTS ARE TO BE
PERPENDICULAR TO EDGE OF WALK.
1'-0"
2"
4 1/4"18"BEDDING COURSE AGGREGATE, #11 STONE
BASE COURSE AGGREGATE, #8 STONE
SUB-BASE COURSE AGGREGATE, #2 STONE; IN 9" LIFTS
2 3/4"
SUBGRADE TREATMENT, TYPE III
3 SCALE: 1" = 1'-0"
PAVERS, TYPE 1 (PERMEABLE)2'-3"GEOGRID. INTEGRALLY FORMED,
POYPROPYLENE, BI-AXIAL;
SEE SPECIFICATION
AASHTO CLASS 2 NON-WOVEN
GEOTEXTILE FABRIC
9"9"JOINT FILLER AGGREGATE:
OPEN-GRADED, CRUSHED,
ANGULAR STONE FREE OF
FINES, 18" TO 316" GRANITE CHIP
PAVER, TYPE 1, 2 34" CLAY
PAVER, HAND-TIGHT BUTT
JOINTS, SEE PLANS FOR
PATTERN AND COLOR
4 PAVERS, TYPE 2 (NON-PERMEABLE)
PAVER, TYPE 2, 2 34" CLAY PAVER, HAND-TIGHT BUTT
JOINTS, SWEEP PRE-MIXED POLYMERIC SAND IN
JOINTS. SEE PLANS FOR PATTERN AND COLOR.
1" ROLLED BITUMINOUS SETTING BED.
NEOPRENE MODIFIED ASPHALT ADHESIVE.
COMPACTED AGGREGATE NO. 53
BASE. COMPACTED IN THREE 3 IN. LIFTS.9"9"3 3/4"1 1/2" PVC SLEEVES OR CORE DRILLED HOLES @ 4'-0"
O.C. ALONG EDGE AND AT LOW POINTS. FILL W/ PEA
GRAVEL AND COVER WITH FILTER FABRIC.
ASPHALT PRIME COAT.6"INDOT TYPE 1B GEOGRID. INTEGRALLY
FORMED, POLYPROPYLENE, BI-AXIAL.
SUBGRADE TREATMENT, TYPE II,
(UNDISTRIBUTED)
SUBGRADE TREATMENT, TYPE III
SCALE: 1" = 1'-0"
PCCP, 9 IN.3" LIFT,TYP.5 PAVERS, TYPE 3, TYPE 4, TYPE 5, TYPE 6 (GRANITE)
SUBGRADE TREATMENT TYPE III
COMPACTED AGGREGATE NO.
53 BASE. COMPACTED IN TWO
3 IN. LIFTS.6"6"3 3/4"3"3"SCALE: 1" = 1'-0"
PAVER, TYPE 3, TYPE 4, TYPE 5, & TYPE 6, 3" GRANITE PAVER, 1
8" JOINTS,
SWEEP PRE-MIXED POLYMERIC SAND IN JOINTS. SEE PLANS FOR PATTERN.
3/4" ROLLED BITUMINOUS SETTING BED.
NEOPRENE MODIFIED ASPHALT ADHESIVE.
1 1/2" PVC SLEEVES OR CORE DRILLED HOLES AT LOW POINTS (FIELD
LOCATE). FILL W/ PEA GRAVEL AND COVER WITH FILTER FABRIC.
PCCP, 6 IN.
ASPHALT PRIME COAT.
GENERAL NOTES:
1.SECTION APPLIES TO PAVERS
TYPE 3, TYPE 4, TYPE 5 AND TYPE
6. SEE SPECIAL PROVISION FOR
MORE INFORMATION.
2.PAVERS, TYPE 4: SEE DETAIL 8,
THIS SHEET FOR RADIAL CUT
PATTERN
3.EXTEND PCCP 3" BEYOND EDGE
OF PAVERS WHERE ABUT FUTURE
PHASES OF PROJECT TO
ACCOMMODATE EDGE
RESTRAINT ANCHOR.
PAVER EDGE RESTRAINT10SCALE 1/4" = 1"
AXONOMETRIC VIEW
ANCHOR
CONNECTOR
SECTION
ANCHOR
3"± 13/16"
PAVER RESTRAINT EDGING
PAVER, TYPE (VARIES, SEE PLANS)
HOLD DOWN FINISH GRADE
(TOP OF MULCH) IN LAWN &
PLANT BED AREAS 1" BELOW
TOP OF PAVEMENT
DIMENSIONS SHOWN ON PLANS FOR SIDEWALK WIDTH ARE TO THIS POINT
RAMSET/HILTI OR APPROVED
EQUAL 1" NAIL MINIMUM 3" FROM
EDGE OF CONCRETE, 12" O.C., TYP.
3/4" ROLLED BITUMINOUS SETTING BED.
PCCP, 4 IN
GENERAL NOTES:
1.PAVER EDGE RESTRAINT SHALL BE USED WHERE
PAVERS ARE ADJACENT TO PLANTED AREAS, SEE
SPECIAL PROVISIONS FOR FURTHER REQUIREMENTS.
2.THE VERTICAL LEG OF THE EDGE RESTRAINS SHALL
NOT EXTEND ABOVE THE TOP ELEVATION OF THE
PAVER.
3.THE VERTICAL LEG OF THE EDGE RESTRAINT SHALL
EXTEND TO TO COVER A MINIMUM OF 34 OF THE
TOTAL THICKNESS OF THE PAVER IN THE FINISH
CONDITION.
4.IF THE EDGE IF THE PCCP, 4 IN UNDER PAVERS
EXTENDS BEYOND THE EDGE OF THE PAVERS BY
MORE THAN 4 INCHES THE EXCESS SHALL BE SAW
CUT AND REMOVED AT NO ADDITIONAL COST TO
THE CONTRACT.
5.EXTEND PCCP 3" BEYOND EDGE OF PAVERS WHERE
ABUT FUTURE PHASES OF PROJECT TO
ACCOMMODATE EDGE RESTRAINT ANCHOR.
4"'
37
8"'
311
16"'
3 9
16"'
3 7
16"'
31
4"'
31
8"'2'R18'R20' 18" JOINTS, SWEEP PRE-MIXED
POLYMERIC SAND IN JOINTS
PAVER, TYPE 4.
GRANITE PAVERS, WEDGE-CUT
RADIAL COURSE (typ.)
PAVER, TYPE 4;
STANDARD COURSE (typ.)
GENERAL NOTES:
1.REFER TO UNIT PAVER UNIQUE SPECIAL
PROVISION FOR ADDITIONAL INFORMATION,
INCLUDING MANUFACTURE AND COLOR
DESIGNATION.
2.REFER TO DETAIL 5, THIS SHEET FOR TYPICAL
PAVER SECTION DETAIL.
3.FOR MODIFIED RADIAL COURSE, ALTERNATE
STANDARD COURSE WITH WEDGE-CUT, RADIAL
COURSE
4.SEE DETAIL FOR WEDGE-CUT, RADIAL COURSE
DIMENSIONS
5.MODIFIED RADIAL COURSE TO FIT 20' OUTSIDE
RADIUS AND 18' INSIDE RADIUS
6 PAVERS, TYPE 9 (2" ASPHALT)
SCALE: 1" = 1'-0"
PAVER, TYPE 9 (2" ASPHALT), HAND-TIGHT BUTT JOINTS,
SWEEP FINE SAND IN JOINTS. SEE PLANS FOR PATTERN.
3/4" ROLLED BITUMINOUS SETTING BED.
PCCP, 4IN. MIN.VARIES; 4" MIN.4"2 3/4"1 1/2" PVC SLEEVES OR CORE DRILLED HOLES @ 4'-0"
O.C. ALONG EDGE AND AT LOW POINTS. FILL W/ PEA
GRAVEL AND COVER WITH FILTER FABRIC.
COMPACTED SUBGRADE
COMPACTED #53 AGGREGATE.
CONCRETE DEPTH VARIES DEPENDENT ON CONDITION.
SEE DETAILS 2 & 3 ON SHEET SD3.13.
ASPHALT PRIME COAT.
7 PAVERS, TYPE 10 (3" ASPHALT)
SCALE: 1" = 1'-0"
PAVER, TYPE 10 (3" ASPHALT), HAND-TIGHT BUTT JOINTS,
SWEEP FINE SAND IN JOINTS. SEE PLANS FOR PATTERN.
NEOPRENE MODIFIED ASPHALT ADHESIVE
PCCP, 9 IN.9"3"1 1/2" PVC SLEEVES OR CORE DRILLED HOLES @ 4'-0" O.C.
ALONG EDGE AND AT LOW POINTS. FILL W/ PEA GRAVEL
AND COVER WITH FILTER FABRIC
COMPACTED SUBGRADE
COMPACTED AGGREGATE #53 BASE.
COMPACTED IN THREE 3 IN. LIFTS
3/4" ROLLED BITUMINOUS SETTING BED
ASPHALT PRIME COAT
3"3"3 3/4"R0.125"
R0.0625"
2 1/8"
4"
1 5/8"
1/4"8"1 1/2"
4"
2 1/4"
1/4"
7 3/4"1/4"1/4"
1/2"
4"3 3/16"
18" BEVEL LUG (TYP.)
SEE DETAIL
7 3/4"1/4"1/4"
1/2"
4"3 3/16"
2 3/4"
1
8" BEVELTOP OF LUG TO
FOLLOW BEVEL
8"2 34"8"0.25"0.06"
9 PAVER, TYPE 8 (PARKING)
SCALE: 3" = 1'-0"
LUG DETAIL
PAVER, TYPE 8, 3" ASPHALT PAVER,
HAND-TIGHT BUTT JOINTS, JOINT FILLER
AGGREGATE IN JOINTS, SEE PLANS FOR
PATTERNS
GENERAL NOTES:
1.INSTALLATION CROSS SECTION SHALL
BE SIM. DETAIL 3, THIS SHEET.
11 DRIVE APPROACH
COMPACTED AGGREGATE NO. 53 BASE.
COMPACTED IN THREE 3 IN. LIFTS.9"9"3"3"3"SUBGRADE, COMPACTED TO 95% PROCTOR
SCALE: 1" = 1'-0"
PCCP, 9 IN.
SCALE: 1" = 1'-0"
SIDEWALK, CONCRETE
HOLD DOWN FINISH GRADE AS
FOLLOWS:
1/2" IN SEED LAWNS
1" IN SOD LAWNS & PLANT BEDS
4,000 P.S.I. C.I.P. CONCRETE SIDEWALK
W/ TRANSVERSE MEDIUM BROOM FINISH.4"4"REFER TO "CONCRETE JOINTING DETAIL", TYP.
REFER TO PLANS FOR SCORING PATTERNS.
COMPACTED SUBGRADE
COMPACTED #53 AGGREGATE.
2
SCALE: 1" = 1'-0"
SIDEWALK, CONCRETE - 6"
HOLD DOWN FINISH GRADE AS
FOLLOWS:
1/2" IN SEED LAWNS
1" IN SOD LAWNS & PLANT BEDS
4,000 P.S.I. C.I.P. CONCRETE BASE W/
TRANSVERSE MEDIUM BROOM FINISH.6"4"REFER TO "CONCRETE JOINTING DETAIL", TYP.
REFER TO PLANS FOR SCORING PATTERNS.
COMPACTED SUBGRADE
COMPACTED #53 AGGREGATE.
12
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALECITY OF CARMEL
MONON TRAIL - URBAN SECTION
--
--
RUNDELL ERNSTBERGER ASSOCIATES
Landscape Architecture + Urban Design + Civil Engineering
618 East Market Street, Indianapolis, IN 46202
TE [317] 263.0127 FX [317] 263.2080
E-mail: reaindy@reasite.com
www.reasite.com
1436
N/A
7.25.2017
SITE LAYOUT DETAILS
PA
CK
PA
KO
1"=10'
SD3.8
8 SCALE: 1" = 4"
PAVER, TYPE 4; MODIFIED RADIAL COURSE DETAIL
CROSSROAD ENGINEERS, PC
Transportation & Development Consultants
3714 Sherman Drive, Beech Grove, Indiana 46107
TE [317] 780.7555
www.crossroadengineers.com
1 SCALE: 1" = 1'-0"
CURB, GRANITE, 6" WIDE, TYPE 1 - SECTION
1/2"
R1"
SUSPENDED PAVEMENT
ASSEMBLY.
SEE DETAILS, SHEET SD5.6
PAVER, TYPE 1. SEE
DETAIL 3, SHEET SD3.8
2 - #5 BARS CONTINUOUS ALONG CURB. PROVIDE
TWO (2) 18" #5 DOWELS THROUGH EXPANSION
JOINTS. ALL STEEL REINFORCING, 3" CLEAR.
4,000 PSI/CIP CONCRETE FOUNDATION
COMPACTED SUBGRADE
CURB, GRANITE, 6" WIDE, TYPE 1, 8" DEPTH
7" L x 12" Ø STAINLESS STEEL DOWELS.
2 PER STONE; MIN 3" EMBEDMENT.
R1"TREE GRATE & FRAME
SEE DETAILS, SHEET SD3.11
12" TAR IMPREGNATED NON-EXTRUDING EXPANSION JOINT MATERIAL
12" DEEP HEEL-GRADE SEALANT
PLANT BED. SEE SOIL
AND LANDSCAPE PLANS
FOR DETAILS
ROOTBALL
1" MORTAR BED. STRIKE AND
CONSOLIDATE BED JOINTS, RAKE
AND SEAL (TYP.)
6"
6"
6"
3 3/4"
11"
6"1'-0"
CONDITION ADJACENT TO SIDEWALK
CONDITION ADJACENT TO TREE GRATES & PLANT BEDS
5 1/2"
6"6"1'-0"
6"
11"
5 1/4"
1'-2"
2 - #5 BARS CONTINUOUS ALONG CURB. PROVIDE
TWO (2) 18" #5 DOWELS THROUGH EXPANSION
JOINTS. ALL STEEL REINFORCING, 3" CLEAR.
4,000 PSI/CIP CONCRETE FOUNDATION
#5 BENT L-BAR
1'-2"
PAVER, TYPE 1. SEE
DETAIL 3, SHEET SD3.8
CURB, GRANITE, 6" WIDE, TYPE 1, 8" DEPTH
7" L x 12" Ø STAINLESS STEEL DOWELS.
2 PER STONE; MIN 3" EMBEDMENT.
1" MORTAR BED. STRIKE AND
CONSOLIDATE BED JOINTS, RAKE
AND SEAL (TYP.)
COMPACTED SUBGRADE
12" DEEP HEEL-GRADE SEALANT
12" TAR IMPREGNATED NON-EXTRUDING EXPANSION JOINT MATERIAL
EXTEND GEOTEXTILE AND GEOGRID UNDER
CONCRETE FOUNDATION, SEE DETAIL 3, SD3.8.
EXTEND GEOTEXTILE AND GEOGRID UNDER
CONCRETE FOUNDATION, SEE DETAIL 3, SD3.8.
TOPSOIL, AMENDED BELOW ROOT BALL,
COMPACTED TO 85-90% PROCTOR,
2 SCALE: 1/2" = 1'-0"
CURB, GRANITE, 6" WIDE, TYPE 1 - PLAN (ADJACENT TO SIDEWALK)
6"1SD3.9PERMEABLE PAVERS,
SEE DETAIL 3, SHEET SD3.8.
CURB, GRANITE, 6" WIDE,
TYPE 1.
SIDEWALK, CONCRETE,
SEE DETAIL 2, SHEET SD 3.8.
4,000 PSI/CIP CONCRETE
FOUNDATION
1
2" TAR IMPREGNATED NON-
EXTRUDING EXPANSION
JOINT MATERIAL, SEALED
5 SCALE: 1/2" = 1'-0"
CURB, GRANITE, 6" WIDE, TYPE 2 - PLAN
5' [+/-]
SQ. TREE GRATE 3SD3.9CURB, GRANITE, 6" WIDE, TYPE 2.3SD3.96
SD3.96"
PERMEABLE PAVERS,
SEE DETAIL 3, SHEET SD3.8.
CURB, GRANITE, 6" WIDE, TYPE 1.
SIDEWALK, CONCRETE,
SEE DETAIL 2, SHEET SD 3.8.
12" TAR IMPREGNATED NON-
EXTRUDING EXPANSION
JOINT MATERIAL, w/ 12" DEEP
HEEL-GRADE SEALANT
5' SQ. TREE GRATE TYPE 1, SEE
DETAIL 1, SHEET 3.11
EXTENT OF CONCRETE
FOOTING BELOW
TYP. 14" X 3" X 2" TAB W/ 916" HOLE
FOR 12" CONCRETE ANCHOR AT
TREE GRATE FRAME
34"X 2" CONTINUOUS FLAT BAR AT
TREE GRATE FRAME
TREE GRATE PERIMETER FRAME
1'-0"
3"
2'-0" CURB CUT
3"
1'-0"
3"3"
3"
2"
4,000 PSI/CIP CONCRETE FOUNDATION
CURB PLATE, SEE DETAIL 7, SHEET SD3.11
R1"TREE GRATE & FRAME
SEE DETAILS, SHEET SD3.11
12" TAR IMPREGNATED NON-EXTRUDING
EXPANSION JOINT MATERIAL, SEALED
ROOTBALL
4"
MIN.
R1"
ROOTBALL
3 SCALE: 1" = 1'-0"
CURB, GRANITE, 6" WIDE, TYPE 2 - SECTION
CONDITION AT TREE GRATE (NOT IN CURB CUT)
CONDITION AT CURB CUT
PLANT BED. SEE SOIL
AND LANDSCAPE PLANS
FOR DETAILS
2 - #5 BARS CONTINUOUS ALONG CURB. PROVIDE
TWO (2) 18" #5 DOWELS THROUGH EXPANSION
JOINTS. ALL STEEL REINFORCING, 3" CLEAR.
4,000 PSI/CIP CONCRETE FOUNDATION
EXTEND GEOTEXTILE AND GEOGRID UNDER
CONCRETE FOUNDATION, SEE DETAIL 3, SD3.8.
6"6"1'-0"
6"6"1'-0"
2 - #5 BARS CONTINUOUS ALONG CURB. PROVIDE
TWO (2) 18" #5 DOWELS THROUGH EXPANSION
JOINTS. ALL STEEL REINFORCING, 3" CLEAR.
4,000 PSI/CIP CONCRETE FOUNDATION
EXTEND GEOTEXTILE AND GEOGRID UNDER
CONCRETE FOUNDATION, SEE DETAIL 3, SD3.8.
11"
4"
CURB PLATE, SEE DETAIL 7, SHEET SD3.11
GRANITE CURB CUT TO HAVE TAPERED CHUTE;
MIN. 4" CLEAR FROM TREE GRATE FLAT BAR
CURB, GRANITE, 6" WIDE, TYPE 2, DEPTH VARIES
7" L x 12" Ø STAINLESS STEEL DOWELS.
2 PER STONE; MIN 3" EMBEDMENT.
1" MORTAR BED. STRIKE AND
CONSOLIDATE BED JOINTS, RAKE
AND SEAL (TYP.)
COMPACTED SUBGRADE
1'-0"
6"
PAVER, TYPE 1. SEE
DETAIL 3, SHEET SD3.8 6"
5 1/2"
TREE GRATE FLAT BAR
4 5/16"
TREE GRATE & FRAME
SEE DETAILS, SHEET SD3.11
1
2" TAR IMPREGNATED NON-EXTRUDING
EXPANSION JOINT MATERIAL, SEALED
PLANT BED. SEE SOIL
AND LANDSCAPE PLANS
FOR DETAILS
7" L x 1
2" Ø STAINLESS STEEL DOWELS.
2 PER STONE; MIN 3" EMBEDMENT.
1" MORTAR BED. STRIKE AND
CONSOLIDATE BED JOINTS, RAKE
AND SEAL (TYP.)
COMPACTED SUBGRADE
1'-0"
6"
6"
PAVER, TYPE 1. SEE
DETAIL 3, SHEET SD3.8
5 1/2"CURB, GRANITE, 6" WIDE, TYPE 2, 1'-0" DEPTH
11"
9 1/4"
TOPSOIL, AMENDED BELOW ROOT BALL,
COMPACTED TO 85-90% PROCTOR,
TOPSOIL, AMENDED BELOW ROOT BALL,
COMPACTED TO 85-90% PROCTOR,
4 SCALE: 1/2" = 1'-0"
CURB, GRANITE, 6" WIDE, TYPE 1 - PLAN (ADJACENT TO TREE GRATES & PLANT BEDS)
5' [+/-]
SQ. TREE GRATE
6"1SD3.9PERMEABLE PAVERS,
SEE DETAIL 3, SHEET SD3.8.
CURB, GRANITE, 6" WIDE, TYPE 1.
SIDEWALK, CONCRETE,
SEE DETAIL 2, SHEET SD 3.8.
4,000 PSI/CIP CONCRETE FOUNDATION
TREE GRATE PERIMETER FRAME
TYP.14" X 3" X 2" TAB W/ 916" HOLE
FOR 12" CONCRETE ANCHOR AT
TREE GRATE FRAME
3
4"X 2" CONTINUOUS FLAT BAR AT
TREE GRATE FRAME12" TAR IMPREGNATED NON-
EXTRUDING EXPANSION
JOINT MATERIAL, w/ 12" DEEP
HEEL-GRADE SEALANT
1'-6"1'-6"1'-6"
3"3"
5' SQ. TREE GRATE TYPE 1, SEE
DETAIL 1, SHEET 3.11
EXTENT OF CONCRETE
FOOTING BELOW
6 SCALE: 1/2" = 1'-0"
CURB, GRANITE, 6" WIDE, TYPE 2 - ELEVATION
5' [+/-]
SQ. TREE GRATE
(BEYOND)
4,000 PSI/CIP CONCRETE
FOUNDATION
2'-0" CURB CUT
1" MORTAR BED. STRIKE AND CONSOLIDATE
BED JOINTS, RAKE AND SEAL (TYP.)
2"
ANGLE STOCK PERIMETER FRAME
34"X 2" CONTINUOUS FLAT BAR
CURB, GRANITE, 6" WIDE, TYPE 1.
CURB PLATE, GRANITE CURB TO
ACCEPT CURB PLATE AND MAINTAIN
FLUSH CONDITION, SEE DETAIL 7, SHEET SD3.11
4,000 PSI/CIP CONCRETE FOUNDATION TO EXTEND
BEHIND GRANITE CURB SEE DETAIL 1, SHEET SD3.9
1
2" TAR IMPREGNATED
NON-EXTRUDING EXPANSION
JOINT MATERIAL, SEALED, (TYP.)
7" L x 1
2" Ø STAINLESS STEEL DOWELS,
TYP. 2 PER STONE; MIN 3" EMBEDMENT.
TOP OF CONCRETE FOUNDATION
LOWERED AT CURB CUT
GRANITE CURB CUT TO HAVE TAPERED CHUTE;
MIN. 4" CLEAR FROM TREE GRATE FLAT BAR
3
8" HEAD JOINT BETWEEN PIECES,
BACKER ROD AND SEAL(TYP.)
2 - #5 BARS CONTINUOUS ALONG CURB.
PROVIDE TWO (2) 18" #5 DOWELS
THROUGH EXPANSION JOINTS.
ALL STEEL REINFORCING, 3" CLEAR.
CURB, GRANITE,
6" WIDE, TYPE 1.
8"
11"
1"
1'-0"
1'-4 1/4"
2"
11"
9 1/4"
3 3/4"
1'-3"
COMPACTED SUBGRADE
4" MIN.
6"
1'-0"
PAVER, TYPE 1.
SEE DETAIL 3, SHEET SD3.8
38" HEAD JOINT BETWEEN PIECES,
BACKER ROD AND SEAL(TYP.)
12" WIDE EDPM WATERPROOF MEMBRANE
ADHERED TO STONE AND LAPPED OVER
JOINT A MIN. OF 6 IN.
CRIMP ANCHOR (2 PER PIECE)
3 - #5 CONTINUOUS ALONG CURB
1" MORTAR BED. STRIKE AND CONSOLIDATE
BED JOINTS, RAKE AND SEAL (TYP.)
3 - #5 CONTINUOUS ALONG CURB
4,000 PSI/CIP CONCRETE FOUNDATION
COMPACTED SUBGRADE
CURB, GRANITE, 12" WIDE, TYPE 1, 8" DEPTH
7" L x 1
2" Ø STAINLESS STEEL DOWELS. 2 PER STONE;
MIN 3" EMBEDMENT.R2"2'-3"
7 SCALE: 1" = 1'-0"
CURB, GRANITE, 12" WIDE, TYPE 1
EXTEND GEOTEXTILE AND GEOGRID UNDER
CONCRETE FOUNDATION, SEE DETAIL 3, SD3.8.
8 SCALE: 1" = 1'-0"
CURB, GRANITE, 12" WIDE, TYPE 2
12" WIDE EDPM WATERPROOF MEMBRANE ADHERED
TO STONE AND LAPPED OVER JOINT MIN. 6 IN.
CRIMP ANCHOR (2 PER PIECE)
3 - #5 CONTINUOUS ALONG CURB
1" MORTAR BED. STRIKE AND CONSOLIDATE BED
JOINTS, RAKE AND SEAL (TYP.)
3 - #5 CONTINUOUS
ALONG CURB
4,000 PSI/CIP CONCRETE
FOUNDATION
1'-0"
7" L x 12" Ø STAINLESS STEEL DOWELS. 2 PER STONE;
MIN 3" EMBEDMENT.
ROOTBALL
6"
2'-3"
TOPSOIL, AMENDED,
SEE SPECIFICATIONS.
CURB, GRANITE, 12" WIDE, TYPE 1, 6" DEPTH
COMPACTED SUBGRADE
EXTEND GEOTEXTILE AND GEOGRID UNDER
CONCRETE FOUNDATION, SEE DETAIL 3, SD3.8.
TOPSOIL, AMENDED BELOW ROOT BALL,
COMPACTED TO 85-90% PROCTOR,
RECOMMENDEDFOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALECITY OF CARMEL
MONON TRAIL - URBAN SECTION
--
--
RUNDELL ERNSTBERGER ASSOCIATES
Landscape Architecture + Urban Design + Civil Engineering
618 East Market Street, Indianapolis, IN 46202
TE [317] 263.0127 FX [317] 263.2080
E-mail: reaindy@reasite.com
www.reasite.com
1436
N/A
7.25.2017
SITE LAYOUT DETAILSAR
CK
AR
KO
AS SHOWN
SD3.9
SOLDIER COURSE;
PAVER, TYPE 1, COLOR 1
45° HERRING BONE PATTERN;
PAVER, TYPE 1, COLOR 1
CURB, GRANITE,
12" WIDE, TYPE 2
4 SCALE: 1" = 1'-0"
PERMEABLE ROADWAY - SINGLE LANE CROSS SECTION (1ST STREET SW TO MAIN STREET)
SUBGRADE, COMPACTED TO 95% PROCTOR.
ROOTBALL
SOLDIER COURSE;
PAVER, TYPE 1,
COLOR 1
CURB, GRANITE,
12" WIDE, TYPE 2
PAVER, TYPE 1
1'-0"
CURB, GRANITE, 12" WIDE,
TYPE 2 SET ON MORTAR BED,
SEE DETAIL 8, SHEET SD3.9
12" WIDE EDPM WATERPROOF
MEMBRANE ADHERED TO STONE AND
LAPPED OVER JOINT A MIN. OF 6 IN.
CRIMP ANCHOR
(2 PER PIECE)CRIMP ANCHOR (2 PER PIECE)
6"
2'-3"
6"1'-0"
2 3/4"
2"
4 1/4"
1'-6"
CONCRETE FOUNDATION, REINFORCED,
SEE DETAIL 8, SHEET SD3.9
TOPSOIL, AMENDED,
SEE SPECIFICATIONS.
TOPSOIL, AMENDED
BELOW ROOT BALL,
COMPACTED TO
85-90% PROCTOR,
10'-0"1'-0"1'-0"
ADJACENT PLAZA
(BY OTHERS)
ADJACENT PLAZA
(BY OTHERS)AT GRADE PLANTER
SECTION
PLAN
1'-0"10'-0"
CURB, GRANITE, 12" WIDE, TYPE 2 SET ON
MORTAR BED, SEE DETAIL 8, SHEET SD3.9
EXTEND GEOTEXTILE AND GEOGRID UNDER
CONCRETE FOUNDATION
JOINT FILLER AGGREGATE
CONCRETE FOUNDATION, REINFORCED,
SEE DETAIL 8, SHEET SD3.9
EXTEND GEOTEXTILE AND GEOGRID UNDER
CONCRETE FOUNDATION
BEDDING COURSE AGGREGATE,
#11 STONE
BASE COURSE AGGREGATE,
#8 STONE
SUB-BASE COURSE AGGREGATE,
#2 STONE; IN 9" LIFTS
AASHTO CLASS 2 NON-WOVEN
GEOTEXTILE FABRIC
GEOGRID. INTEGRALLY FORMED, POYPROPYLENE,
BI-AXIAL; SEE SPECIFICATION
SUBGRADE, COMPACTED TO 98% PROCTOR
5 SCALE: 1" = 1'-0"
TRANSITION FROM PAVERS, TYPE 1 TO EXISTING ASPHALT ROADWAY
1'-0"
2 5/8"
2"
4 1/4"
1'-6"
1'-0"
6"
COMPACTED #53 AGGREGATE
FLUSH (14" DIFFERENCE MAX.)
14" RADIUS EDGE (TYPICAL)
#5 EPOXY-COATED REBAR CONT. W/ #4 BANDS AT
3'-0" O.C.; 3" CLEAR MIN. ON ALL SIDES
TEMPORARY PCCP 12 IN, BAND. TRANSVERSE MEDIUM
BROOM FINISH. SAWCUT CONTRACTION JOINTS 1'-0" O.C.
BEDDING COURSE AGGREGATE, #11 STONE
BASE COURSE AGGREGATE, #8 STONE
SUB-BASE COURSE AGGREGATE,
#2 STONE; IN 9" LIFTS
GEOGRID. INTEGRALLY FORMED,
POYPROPYLENE, BI-AXIAL; SEE
SPECIFICATION
AASHTO CLASS 2 NON-WOVEN
GEOTEXTILE FABRIC
JOINT FILLER
AGGREGATE
PAVER, TYPE 1
EXTEND GEOGRID UNDER PCCP BAND
TEMPORARY ASPHALT
TRANSITION; MAX SLOPE 5%
MATCH EXISTING GRADE EXISTING ROADWAY
PAVEMENT
PAVERS, TYPE VARIES; SEE PLANS
1/2" SEALED EXPANSION JOINT
#5 EPOXY-COATED REBAR CONT. W/ #4 BANDS
AT 3'-0" O.C.; 3" CLEAR MIN. ON ALL SIDES
PCCP 12 IN, BAND. TRANSVERSE MEDIUM
BROOM FINISH. SAWCUT CONTRACTION JOINTS
1'-0" O.C. UNLESS NOTED OTHERWISE
12"x1/2''Ø SMOOTH STEEL EPOXY COATED
DOWELS AT 24'' O.C., ONE END GREASED
COMPACTED #53 AGGREGATE,
ON COMPACTED SUBGRADE
1 SCALE: 1" = 1'-0"
PCCP 12 IN., BAND
FLUSH. (14" DIFFERENCE MAX.)
14" RADIUED EDGE (TYPICAL)
ROADWAY PAVEMENT
CONDITION ADJACENT TO DRIVE APPROACH
6"
6"
3 3/4"
1'-0"
6"
1'-0"
2 CURB, CONCRETE
SCALE: 1" = 1'-0"1'-6"0 - 6"R1"
6"1"4,000 PSI CONCRETE. MACHINE-FORMED
CURBS ARE PERMISSIBLE WITH FIBER
REINFORCING IN LIEU OF REBAR. DOWELS AT
EXPANSION JOINTS ARE STILL REQUIRED.
LIGHT BROOM FINISH. SAWN CONTRACTION
JOINTS AT 6' O.C. U.N.O.
(2) #4 BARS, TOP AND BOTTOM.
PROVIDE TWO (2) 18" #5 DOWELS
THROUGH EXPANSION JOINTS. ALL
STEEL REINFORCING, 2" CLEAR.
FINISH GRADE OF
PAVEMENT, VARIES
TOPSOIL, REFER TO
SOILS PLANS.
3 CURB, CONCRETE, GUTTER
GENERAL NOTES:
1. INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE
2. CURE ALL EXPOSED SURFACES
3. CONTRACTION JOINTS SHALL BE SAWED IN CONTINUOUSLY POURED CURBS TO A
MINIMUM DEPTH OF 1
3"
4. DAMPEN SUBGRADE BEFORE PLACING CONCRETE
5. CONTROL JOINTS EVERY 5' MAXIMUM ON RADII OTHERWISE EVERY 10' MAXIMUM.
PREFORMED EXPANSION JOINT EVERY 50' MAXIMUM.
6. NO BACKFILLING OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS
HAVE PASSED AFTER PLACING CONCRETE
7. SHALL BE INSTALLED IN ACCORDANCE WITH INDOT STANDARD SPECIFICATIONS.
SCALE: 1" = 1'-0"
6"1'-6"7 1/2"6"2'-0"
R1"
R2"6 7/8"3/4"1'-1 1/2"R1"
CLASS A CONCRETE
6" TOPSOIL MIN.,
REFER TO SOILS
PLANS.
COMPACTED BACKFILL
RECOMMENDEDFOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALECITY OF CARMEL
MONON TRAIL - URBAN SECTION
--
--
RUNDELL ERNSTBERGER ASSOCIATES
Landscape Architecture + Urban Design + Civil Engineering
618 East Market Street, Indianapolis, IN 46202
TE [317] 263.0127 FX [317] 263.2080
E-mail: reaindy@reasite.com
www.reasite.com
1436
N/A
7.25.2017
SITE LAYOUT DETAILSLW
PA
LW
KO
AS SHOWN
SD3.10
1 SCALE: 1/2" = 1'-0"
TREE GRATE, TYPE 1 - ENLARGEMENT PLAN
EQ.EQ.
5' [+/-]
SQ. TREE GRATE
5'-0"
BIKE LANE 6"6"6"
UNDER DRAIN, SOIL CELL.
6"
1'-2"
2 3/4"
5" MIN.
TREE PLANTING. REFER TO
PLANTING DETAILS FOR
ADDITIONAL REQUIREMENTS
5' SQ. TREE GRATE, TYPE 1, RAW DUCTILE
IRON w/ BLACK POWDER COAT, TREE
OPENING 1'-6" x 1'-6" (+/- 1")
2" DEEP STONE LAYER, REFER TO PLANTING
DETAILS FOR ADDITIONAL REQUIREMENTS
5' SQ. TREE GRATE FRAME, MILD STEEL w/
BLACK POWDER COAT, TYPE "A" ANCHORS
ON (3) SIDES, SEE DETAIL 5, THIS SHEET
CYCLE TRACK. SEE SHEET
SD3.13 FOR DETAILS.
PERMEABLE PAVERS,
SEE DETAIL 3, SHEET SD3.8
CURB, GRANITE, 6" WIDE, TYPE 1,
SEE DETAIL 1, SHEET SD3.9
5' SQ. TREE GRATE FRAME, MILD
STEEL w/ BLACK POWDER COAT,
TYPE "B" ANCHORS ON (1) SIDE.
SEE DETAIL 6, THIS SHEET
3 SCALE: 1/2" = 1'-0"
TREE GRATE, TYPE 1 - SECTION
4 SCALE: 1/2" = 1'-0"
TREE GRATE, TYPE 2 (WITH CURB INLET) - SECTION
PERMEABLE PAVERS,
SEE DETAIL 3, SHEET SD3.8
CURB, GRANITE,
6" WIDE, TYPE 1,
SEE DETAIL 1, SHEET SD3.9
TYP. 14" X 3" X 2" TAB W/ 916" HOLE
FOR 12" CONCRETE ANCHOR.
INSTALL PER MFR. INST., ANCHOR
PROVIDED BY INSTALLER
2 SCALE: 1/2" = 1'-0"
TREE GRATE TYPE 2 (WITH CURB INLET) - ENLARGEMENT PLAN
4
SD3.11
EQ.EQ.
5' [+/-]
SQ. TREE GRATE
5'-0"
BIKE LANE 6"6"6"
5' SQ. TREE GRATE FRAME, MILD
STEEL w/ BLACK POWDER COAT,
TYPE "A" ANCHORS ON (3)
SIDES, SEE DETAIL 5, THIS SHEET
CAST IRON CURB PLATE OVER CURB
CUT, DRILL AND ANCHOR INTO
CURB SEE DETAIL 7, THIS SHEET
3
SD3.11
5' SQ. TREE GRATE FRAME,
MILD STEEL w/ BLACK POWDER
COAT, TYPE "A" ANCHORS ON
(3) SIDES, SEE DETAIL 5, THIS
SHEET
GENERAL NOTES:
1. INSTALL PER MANUFACTURER'S
RECOMMENDATIONS.
2. CONTRACTOR SHALL SUPPLY
SHOP DRAWINGS.
4"
5' SQ. TREE GRATE, TYPE 2,
RAW DUCTILE IRON w/BLACK POWDER COAT, TREE
OPENING 1'-6" x 1'-6" (+/- 1")
PAVING JOINT, TYP.
SEE SITE LAYOUT PLAN &
DETAIL 1, SHEET SD3.8
SIDEWALK, CONCRETE,
SEE DETAIL 2, SHEET SD 3.8
5' SQ. TREE GRATE, TYPE 1,
RAW DUCTILE IRON w/
BLACK POWDER COAT, TREE
OPENING 1'-6" x 1'-6" (+/- 1")
COMPACTED SUBGRADE
1'-6"
1'-6"
1'-6"
3"
3"
5' SQ. TREE GRATE FRAME, MILD
STEEL w/ BLACK POWDER COAT,
TYPE "B" ANCHORS ON (1) SIDE.
SEE DETAIL 6, THIS SHEET
CONCRETE FOUNDATION
FOR CURB
ANGLE STOCK PERIMETER FRAME
34"X 2" CONTINUOUS FLAT BAR
CYCLE TRACK.
SEE DETAILS, SHEET SD3.13
1'-0"
3"
2'-0"
3"
1'-0"
3"
3"
3"
2"
2"
TYP. 14" X 3" X 2" TAB W/ 916"
HOLE FOR 12" CONCRETE
ANCHOR. INSTALL PER MFR.
INST., ANCHOR PROVIDED
BY INSTALLER
5' SQ. TREE GRATE FRAME, MILD
STEEL w/ BLACK POWDER COAT,
TYPE "B" ANCHORS ON (1) SIDE.
SEE DETAIL 6, THIS SHEET
CONCRETE FOUNDATION FOR
CURB
ANGLE STOCK PERIMETER FRAME
34"X 2" CONTINUOUS FLAT BAR
2'-0"
CURB
CUT
2'-8"
CURB
PLATE
5' SQ. TREE GRATE, TYPE 2, RAW DUCTILEIRON w/ BLACK POWDER COAT, TREE
OPENING 1'-6" x 1'-6" (+/- 1")
2" DEEP STONE LAYER, REFER TO PLANTING
DETAILS FOR ADDITIONAL REQUIREMENTS
5' SQ. TREE GRATE FRAME, MILD STEEL w/
BLACK POWDER COAT, TYPE "A" ANCHORS
ON (3) SIDES, SEE DETAIL 5, THIS SHEET
CYCLE TRACK, SEE SHEETSD3.13 FOR DETAILS.
2 3/4"
5" MIN.
TOPSOIL, SUSPENDED
PAVEMENT, SEE SOILS
PLAN AND SOILS
DETAILS
TOPSOIL, AMENDED
SEE SOILS DETAILS
UNDER DRAIN, SOIL CELL.
COMPACTED SUBGRADE
PERMEABLE PAVERS,
SEE DETAIL 4, SHEET SD3.8
GRANITE CURB, 6" WIDE,
SEE DETAIL 3, SHEET SD3.8
5' SQ. TREE GRATE FRAME, MILD
STEEL w/ BLACK POWDER COAT,
TYPE "B" ANCHORS ON (1) SIDE.
SEE DETAIL 6, THIS SHEET
PAVING JOINT, TYP.SEE SITE LAYOUT PLAN &
DETAIL 1, SHEET SD3.8
SIDEWALK, CONCRETE,
SEE DETAIL 2, SHEET SD 3.8
CYCLE TRACK.
SEE DETAILS, SHEET SD3.13
PERMEABLE PAVERS,
SEE DETAIL 3, SHEET SD3.8
CURB, GRANITE, 6" WIDE, TYPE 2,
SEE DETAIL 3, SHEET SD3.9
CURB, GRANITE, 6" WIDE, TYPE 2.
SEE DETAIL 3, SHEET SD3.9
GENERAL NOTES:
1. INSTALL PER MANUFACTURER'S
RECOMMENDATIONS.
2. CONTRACTOR SHALL SUPPLY
SHOP DRAWINGS.
TREE PLANTING. REFER TO
PLANTING DETAILS FOR
ADDITIONAL REQUIREMENTS
SUSPENDED PAVEMENT
ASSEMBLY. SEE SOILS
PLAN AND SHEET SD5.6
FOR DETAILS.
6"
1'-2"
1'-6" (+/- 5
8")
OPENING
1'-6" (+/- 5
8")
OPENING
3 3/4"
TOPSOIL, AMENDED
SEE SOILS DETAILS
5 SCALE: 1 1/2" = 1'-0"
TYPE "A" TREE GRATE FRAME ANCHOR - ENLARGEMENT
APPRO
X. 1
8"
O.
C.
ANGLE STOCK
PERIMETER FRAME
#3 REBAR EMBEDMENT ANCHOR,
EQUAL SPACING NOT TO EXCEED
18" O.C. TYP.
TREE GRATE
TYP. #3 REBAR
EMBEDMENT ANCHOR
6" TYP. OVERALL
LENGTH
ANGLE STOCK PERIMETER
FRAME, SIZED TO COORDINATE
WITH GRATE THICKNESS.
CONCRETE EDGE, SEE
ENLARGED PLAN FOR TYPE
45°
6" MIN.
6" MIN.
SECTION ISOMETRIC
TREE GRATE
ANGLE STOCK PERIMETER
FRAME, SIZED TO
COORDINATE WITH GRATE
THICKNESS AND MAINTAIN
3 34" HIGH EDGE PROFILE.
3 3/4"
CURB, GRANITE - 6" WIDE.
SEE DETAILS SHEET 3.9
12" EXPANSION JOINT
(SEALED)
APPRO
X. 1
8"
O.
C.
ANGLE STOCK
PERIMETER FRAME,
SIZED TO COORDINATE
WITH GRATE THICKNESS.
ANGLE TAB, EQUAL SPACING
NOT TO EXCEED 18" O.C. TYP.
OR AS SPECIFIED1'-0"
6 SCALE: 1 1/2" = 1'-0"
TYPE "B" TREE GRATE FRAME ANCHOR- ENLARGEMENT
2 34"2 34"
1" MORTAR BED
TYP. 14" X 3" X 2" TAB w/
916" HOLE FOR 12"
CONCRETE ANCHOR.
INSTALL PER MFR. INST.,
ANCHOR PROVIDED
BY INSTALLER
34"X 2" CONTINUOUS FLAT
BAR TO PROVIDE EXTRA
LOADING ALONG CURB
34"X 2" CONTINUOUS FLAT BAR
GENERAL NOTES:
1. ANGLE TAB SPACING SHALL BE SPACED TO
ACCOMMODATE CURB INLET.
2. CUSTOM TAB SIZING SHALL ALLOW FOR
ADEQUATE ANCHORING INTO CONCRETE
FOUNDATION FOR CURB.
3. CONTRACTOR SHALL PROVIDE SHOP
DRAWINGS.
SECTION ISOMETRIC
CONCRETE FOUNDATION
FOR CURB
7 SCALE: 1 1/2" = 1'-0"
CAST IRON PLATE AT CURB CUT - ENLARGEMENT
2'-8" X 6" X 2532" TH. CAST IRON CURB PLATE,
CAST GRAY IRON ASTM A-48, CLASS 35B,
BLACK POWDER COATED, BY NEENAH
FOUNDRY, OR ACCEPTABLE ALTERNATE; SEE
PLANS FOR LOCATIONS
5' SQ. TREE GRATE, TYPE 2, SEEDETAIL 2 & 4, THIS SHEET
5' SQ. TREE GRATE FRAME w/ TYPE "B"
ANCHORS, SEE DETAIL 6, THIS SHEET.
2"2"
2'-0" CURB CUT
CURB, GRANITE, 6" WIDE, TYPE 2.
GRANITE CURB TO ACCEPT CURB PLATE
AND MAINTAIN FLUSH CONDITION
4"4"GRANITECURB, 6" WIDE,
BEYOND
6"
1 3/16"
4 1/32"25/32"
GENERAL NOTES:
1. RADIUS SHALL MATCH CURB RADIUS.
2. CURB PLATE SHALL BE POWDER
COATED BLACK TO MATCH TREE
GRATE.
3. CONTRACTOR SHALL PROVIDE SHOP
DRAWINGS.
R1"4"MIN.SECTION AT CURB OPENING
25/32"
25/32"
6"3"
3"2"(2) 916" THRU HOLE
COUNTERSUNK FOR 12"
FLAT HEAD CAP SCREW
(2) 916" THRU HOLE COUNTERSUNK
FOR 12" FLAT HEAD CAP SCREW
R1"
1 3/16"
25/32"
CAST IRON
CURB PLATE
ISOMETRIC
SECTION THRU CURB PLATE
CAST IRON CURB PLATE
1 31/32"
25/32"1 3/16"
1 3/4"
RECOMMENDEDFOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALECITY OF CARMEL
MONON TRAIL - URBAN SECTION
--
--
RUNDELL ERNSTBERGER ASSOCIATES
Landscape Architecture + Urban Design + Civil Engineering
618 East Market Street, Indianapolis, IN 46202
TE [317] 263.0127 FX [317] 263.2080
E-mail: reaindy@reasite.com
www.reasite.com
1436
N/A
7.25.2017
SITE LAYOUT DETAILSLW
PA
LW
KO
AS SHOWN
SD3.11
SUBGRADE, COMPACTED TO 98% PROCTOR
CURB (BEYOND)
PAVER, TYPE 2. 2 34" CLAY PAVER,
HAND-TIGHT BUTT JOINTS, SWEEP
PRE-MIXED POLYMERIC SAND IN
JOINTS. SEE PLANS FOR PATTERN.
3/4" ROLLED BITUMINOUS SETTING BED.
NEOPRENE MODIFIED ASPHALT ADHESIVE.
ASPHALT PRIME COAT.
DOUBLE SOLDIER COURSE;
PAVER, TYPE 2
DOUBLE SOLDIER COURSE;
PAVER, TYPE 2
45° HERRING BONE PATTERN;
PAVER, TYPE 1
45° HERRING BONE PATTERN;
PAVER, TYPE 2
PCCP, 9 IN.
COMPACTED AGGREGATE NO. 53 BASE.
INDOT TYPE 1B GEOGRID. INTEGRALLY FORMED,
POLYPROPYLENE, BI-AXIAL.
SUBGRADE, COMPACTED TO 98% PROCTOR
34" x 3 12" x 14" THICK STEEL ANGLE.
ANCHOR WITH 1" LONG RAMSET/HILTI OR
APPROVED EQUAL NAIL 12" O.C, TYPICAL.
1 SCALE: 1" = 1'-0"
TRANSITION FROM PAVERS, TYPE 1 TO PAVERS, TYPE 2
90° HERRING BONE PATTERN;
PAVER, TYPE 2
SECTION
PLAN
2 3/4"
2"
4 1/4"
1'-6"
3'-0"
6"
8"
2 1/2"
8 1/2"
1/2"
10'-0"
2 3/4"
1"
9"
9"
6"
1'-4"1'-4"
1'-4"10'-0"1'-4"3'-0"
PCCP, 8" THICK, MIN.
JOINT FILLER AGGREGATE
PAVER, TYPE 1BEDDING COURSE AGGREGATE,
#11 STONE
BASE COURSE AGGREGATE,
#8 STONE
SUB-BASE COURSE AGGREGATE,
#2 STONE; IN 9" LIFTS
GEOGRID. INTEGRALLY FORMED,
POYPROPYLENE, BI-AXIAL;
SEE SPECIFICATION
AASHTO CLASS 2 NON-WOVEN
GEOTEXTILE FABRIC TRANSITION FROM PAVER TYPE 1
TO PAVER TYPE 2
EDGE OF PCCP BELOW
3
4" x 3 1
2" x 1
4" THICK STEEL ANGLE. ANCHOR WITH 1" LONG
RAMSET/HILTI OF APPROVED EQUAL NAIL 12" O.C, TYPICAL.
TO BE REMOVED AT PHASE 1B CONSTRUCTION.
12"x1/2''Ø SMOOTH STEEL EPOXY COATED
DOWELS @ 18'' O.C., ONE END GREASED.
TO BE CORED AND INSTALLED AT FUTURE
PHASE 1B CONSTRUCTION.
12"x1/2''Ø SMOOTH STEEL EPOXY COATED
DOWELS @ 18'' O.C., ONE END GREASED.
TAR IMPREGNATED NON-EXTRUDING
EXPANSION JOINT MATERIAL.
SOLDIER COURSE;
PAVER, TYPE 2, COLOR 1
SOLDIER COURSE;
PAVER, TYPE 2, COLOR 1
90° HERRING BONE PATTERN;
PAVER, TYPE 2, COLOR 2
90° HERRING BONE PATTERN;
PAVER, TYPE 2, COLOR 1
90° HERRING BONE PATTERN;
PAVER, TYPE 2, COLOR 2
90° HERRING BONE PATTERN;
PAVER, TYPE 2, COLOR 1
90° HERRING BONE PATTERN;
PAVER, TYPE 2, COLOR 2
PAVER, TYPE 6PAVER, TYPE 6 PAVER, TYPE 5 PAVER, TYPE 3
11'-0"
FUTURE PHASE 1B
1 1/2" PVC SLEEVES OR CORE DRILLED HOLES
AT LOW POINTS (FIELD LOCATE). FILL W/ PEA
GRAVEL AND COVER WITH FILTER FABRIC.
PAVER, TYPE 3, 3" GRANITE PAVER, 18"
JOINTS, SWEEP PRE-MIXED POLYMERIC
SAND IN JOINTS. SEE PLANS FOR PATTERN.
3/4" ROLLED BITUMINOUS SETTING BED.
NEOPRENE MODIFIED ASPHALT ADHESIVE.
ASPHALT PRIME COAT.
COMPACTED AGGREGATE
NO. 53 BASE. COMPACTED
IN TWO 3 IN. LIFTS
PAVER, TYPE 2. 2 3
4" CLAY PAVER, HAND-TIGHT
BUTT JOINTS, SWEEP PRE-MIXED POLYMERIC
SAND IN JOINTS. SEE PLANS FOR PATTERN.
1" ROLLED BITUMINOUS SETTING BED.
NEOPRENE MODIFIED ASPHALT ADHESIVE.
ASPHALT PRIME COAT.PCCP, 9 IN.
1'-3 1/8"6"2 SCALE: 1" = 1'-0"
TRANSITION FROM PAVERS, TYPE 2 (NON-PERMEABLE ROADWAY) TO PAVERS, TYPE 3 (GRANITE PLAZA)
COMPACTED AGGREGATE NO. 53 BASE.
COMPACTED IN THREE 3 IN. LIFTS.
SUBGRADE, COMPACTED TO 95% PROCTOR.COMPACTED AGGREGATED NO. 53 BASE .
COMPACTED IN TWO 3 IN. LIFTS.
INDOT TYPE 1B GEOGRID. INTEGRALLY
FORMED, POLYPROPYLENE, BI-AXIAL.SECTION
PLAN
1'-0"
1/16"
8"1'-9 15/16"2'-0"2'-0"2'-0"1'-9 15/16"8"
1/16"
1'-0"
1/8"
2'-0"
1/8"
1'-0"
1/8"
2'-0"
1/8"
FUTURE PHASE 1B 1'-0"
6"
9"
9"
3 3/4"
3" LIFT, TYP.
6"
6"
3 3/4"
3"
3"
PAVER, TYPE 5, 3" GRANITE PAVER, 1
8"
JOINTS, SWEEP PRE-MIXED POLYMERIC
SAND IN JOINTS. SEE PLANS FOR PATTERN.
1'-3 1/8"
1/2"
PCCP, 6IN.
RECOMMENDEDFOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALECITY OF CARMEL
MONON TRAIL - URBAN SECTION
--
--
RUNDELL ERNSTBERGER ASSOCIATES
Landscape Architecture + Urban Design + Civil Engineering
618 East Market Street, Indianapolis, IN 46202
TE [317] 263.0127 FX [317] 263.2080
E-mail: reaindy@reasite.com
www.reasite.com
1436
N/A
7.25.2017
SITE LAYOUT DETAILSLW
PA
LW
KO
AS SHOWN
SD3.12
HEAVY GEOTEXTILE FABRIC ABOVE
SOIL CELLS TO EDGE OF EXCAVATION
1'-2"
4'-0"6"1'-0"
+/- 2 % SLOPE
1.5 % SLOPE
1.5 % SLOPE
PAVER, TYPE 1;
SEE DETAIL 3,
SHEET SD3.8
CURB, GRANITE, 6" WIDE, TYPE 1;
SEE DETAIL 1, SHEET SD3.9
2'-0"
2 SCALE: 1/2" = 1'-0"
CYCLE TRACK TYPICAL CROSS SECTIONS - OVER SOIL CELLS
+/- 2 % SLOPE
2'-3"
1'-0"6"5'-0"
1 1
2" PVC SLEEVES OR CORE DRILLED HOLES @
4'-0" O.C. ALONG EDGE AND AT LOW POINTS.
FILL W/ PEA GRAVEL AND COVER WITH FABRIC.
PAVER, TYPE 9. HAND-TIGHT BUTT JOINTS. SWEEP
FINE SAND IN JOINTS. SEE PLANS FOR PATTERN.
34" ROLLED BITUMINOUS SETTING BED.
SIDEWALK, CONCRETE.
SEE DETAIL 2, SHEET SD3.8
CONDITION ADJACENT TO SIDEWALK
12" TOOLED SCORE (TYP.)
4"
SUSPENDED PAVEMENT
ASSEMBLY
SEE DETAILS, SHEET SD5.6
4"
4"
6"1'-0"6"5'-0"
1 1
2" PVC SLEEVES OR CORE DRILLED HOLES @
4'-0" O.C. ALONG EDGE AND AT LOW POINTS.
FILL W/ PEA GRAVEL AND COVER WITH FABRIC.
PAVER, TYPE 9. HAND-TIGHT BUTT JOINTS. SWEEP
FINE SAND IN JOINTS. SEE PLANS FOR PATTERN.
34" ROLLED BITUMINOUS SETTING BED.
SIDEWALK, CONCRETE.
SEE DETAIL 2, SHEET SD3.8
12" TOOLED SCORE (TYP.)
HEAVY GEOTEXTILE FABRIC ABOVE
SOIL CELLS TO EDGE OF EXCAVATION
CONDITION ADJACENT TO TREE GRATE/PLANT BED
CURB, GRANITE, 6" WIDE, TYPE 1;
SEE DETAIL 1, SHEET SD3.9
1.5 % SLOPE
+/- 2 % SLOPE
6"6"5'-0"
1 12" PVC SLEEVES OR CORE DRILLED HOLES @
4'-0" O.C. ALONG EDGE AND AT LOW POINTS.
FILL W/ PEA GRAVEL AND COVER WITH FABRIC.
PAVER, TYPE 9. HAND-TIGHT BUTT JOINTS. SWEEP
FINE SAND IN JOINTS. SEE PLANS FOR PATTERN.
3
4" ROLLED BITUMINOUS SETTING BED.
CONDITION ADJACENT TO TREE GRATE & PLANT BED
CURB, GRANITE, 6" WIDE, TYPE 1;
SEE DETAIL 1, SHEET SD3.9 SIDEWALK, CONCRETE.
SEE DETAIL 2, SHEET SD3.8
CURB TO BE INTEGRALLY POURED WITH
CONCRETE SUB-SLAB; NO EXPANSION JOINT
4'-0"
PLANT BED; SEE
DETAIL 4, SHEET SD5.7.
1'-6"
PAVER, TYPE 1;
SEE DETAIL 3,
SHEET SD3.8
PAVER, TYPE 1;
SEE DETAIL 3,
SHEET SD3.8
SUSPENDED PAVEMENT
ASSEMBLY
SEE DETAILS, SHEET SD5.6
SUSPENDED PAVEMENT
ASSEMBLY
SEE DETAILS, SHEET SD5.6
1'-2"
2'-3"
2'-0"
1'-2"
2'-3"
2'-0"
TOPSOIL, AMENDED TYPE 1
COMPACTED SUBGRADE
ROOTBALL
2" DEEP STONE LAYER;
SEE TREE GRATE DETAIL
ROOT BARRIER, 12" DEEP
COMPACTED SUBGRADE
GEOGRID TO LINE PERIMETER OF SYSTEM
WITH 12" EXCESS (OVER TOP OF DECK)
COMPACTED SUBGRADE
COMPACTED AGGREGATE
NO. 53 BASE, DEPTH 4" MIN.
12"x1/2''Ø SMOOTH STEEL EPOXY COATED
DOWELS @ 18'' O.C., ONE END GREASED.
CONCRETE TO EXTEND (MIN.
5") TO DECK OF SUSPENDED
PAVEMENT ASSEMBLY WITH
GEOTEXTILE SEPARATION
12" TAR IMPREGNATED NON-EXTRUDING
EXPANSION JOINT MATERIAL, SEALED COLD JOINT
12"x1/2''Ø SMOOTH STEEL EPOXY COATED
DOWELS @ 18'' O.C., ONE END GREASED.
COLD JOINT
COMPACTED SUBGRADE
COMPACTED AGGREGATE
NO. 53 BASE, DEPTH 4" MIN.
GEOGRID TO LINE PERIMETER OF SYSTEM
WITH 12" EXCESS (OVER TOP OF DECK)
CONCRETE TO EXTEND (MIN. 5") TO DECK OF
SOIL CELL WITH GEOTEXTILE SEPARATION
CURB TO BE INTEGRALLY
POURED WITH CONCRETE
SUB-SLAB; NO EXPANSION
JOINT
ROOTBALL
2" DEEP STONE LAYER;
SEE TREE GRATE DETAIL
5'-0" x 5'-0" TREE GRATE,
SEE DETAIL 1, SHEET SD3.11.
ROOT BARRIER, 12" DEEP
COMPACTED SUBGRADE
GEOGRID TO LINE PERIMETER OF SYSTEM
WITH 12" EXCESS (OVER TOP OF DECK)
CONCRETE TO EXTEND (MIN. 5") TO DECK OF
SOIL CELL WITH GEOTEXTILE SEPARATION
TYPE "S" TREE GRATE FRAME;
SEE DETAIL 5, SHEET SD3.11.
COMPACTED SUBGRADE
COMPACTED AGGREGATE
NO. 53 BASE, DEPTH 4" MIN.
5'-0" x 5'-0" TREE GRATE,
SEE DETAIL 1, SHEET SD3.11.
TYPE "S" TREE GRATE FRAME;
SEE DETAIL 5, SHEET SD3.11.
CURB TO BE INTEGRALLY
POURED WITH CONCRETE
SUB-SLAB; NO EXPANSION
JOINT
COMPACTED SUBGRADE
5'-6"6"
+/- 2 % SLOPE
PAVER, TYPE 1;
SEE DETAIL 3,
SHEET SD3.8
6"5'-0"
1 12" PVC SLEEVES OR CORE DRILLED HOLES @
4'-0" O.C. ALONG EDGE AND AT LOW POINTS.
FILL W/ PEA GRAVEL AND COVER WITH FABRIC.
PAVER, TYPE 10. HAND-TIGHT BUTT JOINTS. SWEEP FINE
SAND IN JOINTS. SEE PLANS FOR PATTERN.
ASPHALT PRIME COAT DRIVE APPROACH. SEE
DETAIL 11, SHEET SD3.8
SUBGRADE, COMPACTED TO 95% PROCTOR
COMPACTED AGGREGATE NO. 53
BASE. COMPACTED IN THREE 3 IN. LIFTS.
1
2" TOOLED SCORE
12" TAR IMPREGNATED
NON-EXTRUDING EXPANSION
JOINT MATERIAL, SEALED 12"x1/2''Ø SMOOTH STEEL EPOXY COATED
DOWELS @ 18'' O.C., ONE END GREASED.
COLD JOINT
9"
34" ROLLED BITUMINOUS SETTING BED.
NEOPRENE MODIFIED ASPHALT ADHESIVE
3"
3"
3"
1'-0"
12"x1/2''Ø SMOOTH STEEL EPOXY COATED
DOWELS @ 18'' O.C., ONE END GREASED.
12" TOOLED SCORE
3 SCALE: 1/2" = 1'-0"
CYCLE TRACK TYPICAL CROSS SECTIONS
4"
4"
COMPACTED SUBGRADE
4'-0"6"1'-0"
+/- 2 % SLOPE
1.5 % SLOPEPAVER, TYPE 1;
SEE DETAIL 3,
SHEET SD3.8
CURB, GRANITE, 6" WIDE, TYPE 1;
SEE DETAIL 1, SHEET SD3.9
1'-0"6"5'-0"
1 12" PVC SLEEVES OR CORE DRILLED HOLES @
4'-0" O.C. ALONG EDGE AND AT LOW POINTS.
FILL W/ PEA GRAVEL AND COVER WITH FABRIC.
PAVER, ASPHALT. HAND-TIGHT BUTT JOINTS. SWEEP
FINE SAND IN JOINTS. SEE PLANS FOR PATTERN.34" ROLLED BITUMINOUS SETTING BED.
SIDEWALK, CONCRETE.
SEE DETAIL 2, SHEET SD3.8
COMPACTED SUBGRADE
CONDITION ADJACENT TO SIDEWALK
COMPACTED AGGREGATE
NO. 53 BASE, DEPTH 4" MIN.
1
2" TOOLED SCORE (TYP.)
12" TAR IMPREGNATED
NON-EXTRUDING EXPANSION
JOINT MATERIAL, SEALED
4"
12"x1/2''Ø SMOOTH STEEL EPOXY COATED
DOWELS @ 18'' O.C., ONE END GREASED.
COLD JOINT
4"
1.5 % SLOPE
COMPACTED SUBGRADE
+/- 2 % SLOPE
2'-0"
8"5 1/4"
6"5'-0"
1 12" PVC SLEEVES OR CORE DRILLED HOLES @
4'-0" O.C. ALONG EDGE AND AT LOW POINTS.
FILL W/ PEA GRAVEL AND COVER WITH FABRIC.
PAVER, TYPE 9. HAND-TIGHT BUTT JOINTS. SWEEP
FINE SAND IN JOINTS. SEE PLANS FOR PATTERN.
34" ROLLED BITUMINOUS SETTING BED.
SIDEWALK, CONCRETE.
SEE DETAIL 2, SHEET SD3.8
CONDITION ADJACENT TO TREE GRATE & PLANT BED
CURB, GRANITE, 6" WIDE, TYPE 1;
SEE DETAIL 1, SHEET SD3.9
CURB TO BE INTEGRALLY POURED WITH
CONCRETE SUB-SLAB; NO EXPANSION JOINT
6"
CURB TO BE INTEGRALLY POURED WITH
CONCRETE SUB-SLAB; NO EXPANSION JOINT
COMPACTED AGGREGATE
NO. 53 BASE, DEPTH 4" MIN.
4'-0"
1'-6"
PAVER, TYPE 1;
SEE DETAIL 3,
SHEET SD3.8
CONDITION AT DRIVE ACCESS
PLANT BED; SEE
DETAIL 4, SHEET SD5.7.
1'-2"
2'-3"
1'-2"
2'-3"
8"
COMPACTED SUBGRADE
COMPACTED AGGREGATE
NO. 53 BASE, DEPTH 4" MIN.
P9 1|2
P9 2|2
P9 2|2
P9 2|2
P9 1|2 5 COURSES
SOLID
85%
15%
RANDOMLY
PLACED
P9 2|1
P9 1|1
70%
30%
RANDOMLY
PLACED
P9 2|1
P9 1|1
60%
40%
RANDOMLY
PLACED
P9 2|1
P9 1|1
50%
50%
RANDOMLY
PLACED
P9 2|1
P9 1|1
40%
60%
RANDOMLY
PLACED
P9 2|1
P9 1|1
80%
20%
RANDOMLY
PLACED
P9 2|1
P9 1|1
100%
P9 2|1P9 1|1
100%
P9 1|1
100%
P9 1|1
100%
P9 1|1
100%
P9 1|1
100%
P9 1|1
100%
P9 1|1
100%
P9 1|1
CONTINUE
SOLID
5 COURSES
SOLID
5 COURSES
SOLID
5 COURSES
MIXED
5 COURSES
SOLID
5 COURSES
MIXED
5 COURSES
SOLID
5 COURSES
MIXED
5 COURSES
SOLID
5 COURSES
MIXED
5 COURSES
SOLID
5 COURSES
MIXED
5 COURSES
SOLID
5 COURSES
MIXED
35'
Pavers, Type 1
Color: 1
Pattern: Herringbone,
45° from Line 'M'
Unit Paver Keynotes:
Pavers, Type 1
Color: 1
Pattern: Soldier Course Border
P1 1|1
PX X|X
Paver Type
Color Designation
Size/Pattern Designation
Keynote Diagram:
P1 1|2
General Notes:
1. Refer to Unit Paver Unique Special Provision for
additional information, including manufacturer and
color designation.
2. Refer to Site Details for typical Paver Section Details.
3. Dimensions shown on the plans are only included to
represent the typical patterns and joint locations.
Dimensions shown for pavers are based on the
nominal paver size. Verify actual dimension with the
selected paver manufacturer. Refer to special
provisions for mock-up of each condition that is
required prior to beginning work.
Parallel Parking Space Designation
Pavers, Type 9
Color: 1
Pattern: Diamond Course,
Cycle Track Yield Line
P9 1|2
Pavers, Type 9
Color: 2
Pattern: Diamond Course,
Cycle Track Yield Line
P9 2|2
Pavers, Type 10
Color: 1
Pattern: Staggered Course,
Cycle Track
P10 1|1
Pavers, Type 9
Color: 1
Pattern: Staggered Course,
Cycle Track
P9 1|1
Pavers, Type 9
Color: 2
Pattern: Staggered Course,
Cycle Track
P9 2|1
RECOMMENDEDFOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALECITY OF CARMEL
MONON TRAIL - URBAN SECTION
--
--
RUNDELL ERNSTBERGER ASSOCIATES
Landscape Architecture + Urban Design + Civil Engineering
618 East Market Street, Indianapolis, IN 46202
TE [317] 263.0127 FX [317] 263.2080
E-mail: reaindy@reasite.com
www.reasite.com
1436
N/A
7.25.2017
SITE LAYOUT DETAILSLW
PA
LW
KO
AS SHOWN
SD3.13
1 SCALE: 1/2" = 1'-0"
CYCLE TRACK AS APPROACHES INTERSECTION, PLAN
1 SCALE: 1" = 1'-0"
RECEPTACLE, GROUND BOX, GFI
GENERAL NOTES:
1. COORDINATE ORIENTATION OF OUTDOOR POWER
BOX IN FIELD WITH LANDSCAPE ARCHITECT.
2. INSTALL POWER GROUND BOX AND COVER PER
MANUFACTURER'S STANDARD GUIDELINES.
3. SEE ELEC PLANS FOR MORE INFORMATION.
16" x 8" x 10 3/4" LEGRAND WIREMOLD
OUTDOOR GROUND BOX. SEE SPECS.
LEGRAND WIREMOLD GROUND
BOX COVER ASSEMBLY, BLACK.
INSTALL PER MANUFACTURER
SPECIFICATIONS.
8"
ELECTRICAL CONDUIT WITH
PVC MALE ADAPTER FITTING
VARIES,
1'-6" MIN.
10 3/4"
1'-2 1/8"
7"
8 1/8"12"
1"
8 1/8"
6"
GROUND BOX TO ALIGN
WITH ADJACENT SCORE LINE,
SEE PLAN.
LEGRAND WIREMOLD OUTDOOR
POWER GROUND BOX COVER
ASSEMBLY, BLACK. SEE SPECS.
SET GROUND BOX 18" BELOW FINISH
GRADE TO AVOID SNAGGING
1/2"1/2"
1 1/2"
1/2" PREFORMED EXPANSION
JOINT FILLER
1'-2 1/8"
6"
8 1/8"6"
ADJ. PLANT BED;
SEE PLANS
LEGRAND WIREMOLD OUTDOOR
POWER GROUND BOX COVER
ASSEMBLY, BLACK. SEE SPECS.
2-GANG, 20 AMP
DUPLEX RECEPTACLES
ADJ. PLANT BED;
SEE PLANS
ADJACENT CURB, GRANITE, 6"
SEE DETAIL 1, SHEET SD3.9
ADJ. SIDEWALK,
CONCRETE,
SEE PLAN.
ADJ. CURB, GRANITE, 6"
SEE DETAIL 1, SHEET SD3.9
5' TREE GRATEW/ FRAME
CONCRETE SUBSTRUCTURE
FOR ADJ. CURB, GRANITE, 6",
SEE DETAIL 1, SHEET SD3.9
LEGRAND WIREMOLD
OUTDOOR POWERGROUND BOX COVER
ASSEMBLY, BLACK. SEE
SPECS.SET GROUND BOX BELOW
TREE GRATE, FLUSH W/
STONE MULCH
CONDITION IN SIDEWALK & TREE GRATE - PLAN CONDITION IN PLANTING BED - PLAN
1'-4 1/8"
LEGRAND WIREMOLD GROUND BOX COVER
ASSEMBLY, BLACK. SEE SPECS. HOLD DOWN
MAX. 1/8" BELOW CONCRETE. INSTALL PER
MANUFACTURER SPECIFICATIONS
ADJACENT SIDEWALK, CONCRETE
1/2" PREFORMED EXPANSION
JOINT FILLER
16" x 8" x 10 3/4" LEGRAND WIREMOLD
OUTDOOR GROUND BOX, SEE SPECS.
ELECTRICAL CONDUIT WITH
PVC MALE ADAPTER FITTING
VARIES,
1'-6" MIN.
10 3/4"
CONDITION IN SIDEWALK - SECTION
1'-4 1/8"
16" x 8" x 10 3/4" LEGRAND WIREMOLD
OUTDOOR GROUND BOX, SEE SPECS.
ELECTRICAL CONDUIT WITH
PVC MALE ADAPTER FITTING
VARIES,
1'-6" MIN.
10 3/4"
5' TREE GRATE
W/ FRAME
LEGRAND WIREMOLD OUTDOOR
POWER GROUND BOX COVER
ASSEMBLY, BLACK. SEE SPECS.
SET GROUND BOX BELOW TREE
GRATE FLUSH W/ STONE MULCH
INSTALL PER MANUFACTURER
SPECIFICATIONS
CONDITION IN TREE GRATE - SECTION
TOPSOIL; SEE SOIL
PLANS FOR DETAILS
CONDITION IN PLANTING BED - SECTION
RECOMMENDEDFOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALECITY OF CARMEL
MONON TRAIL - URBAN SECTION
--
--
RUNDELL ERNSTBERGER ASSOCIATES
Landscape Architecture + Urban Design + Civil Engineering
618 East Market Street, Indianapolis, IN 46202
TE [317] 263.0127 FX [317] 263.2080
E-mail: reaindy@reasite.com
www.reasite.com
1436
N/A
7.25.2017
SITE LAYOUT DETAILSLW
PA
LW
KO
AS SHOWN
SD3.14
PHASE 1Sta. 19+65.58
PROJECTBEGINNING OF
Line "M" 4th StreetGMonon Boulevard (NB)
Proposed Right-of-Way
Cycle Track (SB)
Monon Boulevard (SB)
Proposed Right-of-Way
Midtown West
(future)
Midtown WestMerchants Bank Building
(future)
Midtown East
(future)
Sun King
Brewery
(future)
Existing Monon Trail
Cycle Track (SB)
Project Limit Line Project Limit Line
Project Limit Line
Project Limit LineProject Limit Line
PLANTING BED ASSEMBLY, 12" DEPTH
Topsoil, Amended - Planting Soil Type A, 12" Depth
Subsoil Treatment per Specifications
PLANTING BED ASSEMBLY, 18" DEPTH
Topsoil, Amended - Planting Soil Type A, 18" Depth
Subsoil Treatment per Specifications
PLANTING BED ASSEMBLY, 24" DEPTH
Topsoil, Amended - Planting Soil Type A, 24 Depth
Subsoil Treatment per Specifications
PLANTING BED SOIL ASSEMBLY, TURF
Topsoil, Amended - Planting Soil Type A, 18" Depth
Subsoil Treatment per Specifications
SUSPENDED PAVEMENT ASSEMBLY
Topsoil, Suspended Pavement (Silva Cell 2, Geogrid, Cable Ties, Root
Barrier, Geotextile Fabric Above Cells, Strong Backs & Anchoring Pins)
Subbase Course and Base Course (Compacted Aggregate No. 53 Base)
Geotextile Fabric Below Cells
Topsoil, Amended - Planting Soil Type B
Approx. Extent of Excavation for Suspended Pavement Assembly
TOPSOIL, STRUCTURAL SOIL
PLANTING BED SOIL AT TREES IN GRATES
Topsoil, Amended - Planting Soil Type B, 3'-7" Depth GENERAL NOTES
1. See Soils Details for more information.
2. See Specifications for subsoil preparation, if required.
3. Coordinate soil placement, planting, seeding and sodding
with Planting Plans on sheets L1.1-L1.3 and Irrigation
Plans on sheets IR1.1-IR1.3.
RECOMMENDEDFOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALECITY OF CARMEL
MONON TRAIL - URBAN SECTION
--
--
RUNDELL ERNSTBERGER ASSOCIATES
Landscape Architecture + Urban Design + Civil Engineering
618 East Market Street, Indianapolis, IN 46202
TE [317] 263.0127 FX [317] 263.2080
E-mail: reaindy@reasite.com
www.reasite.com
1436
N/A
7.25.2017
SCALE: 1" = 10'
0' 5' 10'20'
SOIL PLANLW
PA
LW
KO
1"=10'
SD5.1
NORTH SEE SHEET SD5.2 - MATCH LINE 'A' STATION 22+17.50
PLANTING BED ASSEMBLY, 12" DEPTH
Topsoil, Amended - Planting Soil Type A, 12" Depth
Subsoil Treatment per Specifications
PLANTING BED ASSEMBLY, 18" DEPTH
Topsoil, Amended - Planting Soil Type A, 18" Depth
Subsoil Treatment per Specifications
PLANTING BED ASSEMBLY, 24" DEPTH
Topsoil, Amended - Planting Soil Type A, 24 Depth
Subsoil Treatment per Specifications
PLANTING BED SOIL ASSEMBLY, TURF
Topsoil, Amended - Planting Soil Type A, 18" Depth
Subsoil Treatment per Specifications
SUSPENDED PAVEMENT ASSEMBLY
Topsoil, Suspended Pavement (Silva Cell 2, Geogrid, Cable Ties, Root
Barrier, Geotextile Fabric Above Cells, Strong Backs & Anchoring Pins)
Subbase Course and Base Course (Compacted Aggregate No. 53 Base)
Geotextile Fabric Below Cells
Topsoil, Amended - Planting Soil Type B
Approx. Extent of Excavation for Suspended Pavement Assembly 2nd Street Cycle Track (SB)
App. Ex. Right-of-Way
App. Existing Right-of-Way
GCycle Track (NB)
Proposed Right-of-Way
Midtown West
(future)
Project Limit Line
Happy Dog Hotel and SpaClarey Clayworks Old Town On The Monon Apartments (South)
Existing
Building
Existing
Building
Existing Monon Trail
Monon Boulevard (NB)
Cycle Track (SB)
Monon Boulevard (SB)
Existing Monon Trail
Cycle Track (SB)
Project Limit Line
Project Limit LineProject Limit Line
Project Limit Line
GENERAL NOTES
1. See Soils Details for more information.
2. See Specifications for subsoil preparation, if required.
3. Coordinate soil placement, planting, seeding and sodding
with Planting Plans on sheets L1.1-L1.3 and Irrigation
Plans on sheets IR1.1-IR1.3.TOPSOIL, STRUCTURAL SOIL
PLANTING BED SOIL AT TREES IN GRATES
Topsoil, Amended - Planting Soil Type B, 3'-7" Depth
RECOMMENDEDFOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALECITY OF CARMEL
MONON TRAIL - URBAN SECTION
--
--
RUNDELL ERNSTBERGER ASSOCIATES
Landscape Architecture + Urban Design + Civil Engineering
618 East Market Street, Indianapolis, IN 46202
TE [317] 263.0127 FX [317] 263.2080
E-mail: reaindy@reasite.com
www.reasite.com
1436
N/A
7.25.2017
SCALE: 1" = 10'
0' 5' 10'20'
SOIL PLANLW
PA
LW
KO
1"=10'
SD5.2
NORTH SEE SHEET SD5.3 - MATCH LINE 'A' STATION 25+17.50SEE SHEET SD5.1 - MATCH LINE 'A' STATION 22+17.50
Monon Boulevard (NB)
Monon Boulevard (SB)1st Street SWCycle Track (NB)
Cycle Track (SB)
Proposed Right-of-Way
App. Existing Right-of-Way
See Monon & Main Package
Proje
ct
Li
mi
t
Li
n
e
Old Town On The Monon Apartments (South)
Old Town On The Monon Apartments (North)
Carmel Clay Historical SocietyExisting
Building
Existing Monon Trail
Monon & Main
(future)
Project Limit Line
Project Limit Line
Project Limit
L
i
n
e
Project Limit Line
PLANTING BED ASSEMBLY, 12" DEPTH
Topsoil, Amended - Planting Soil Type A, 12" Depth
Subsoil Treatment per Specifications
PLANTING BED ASSEMBLY, 18" DEPTH
Topsoil, Amended - Planting Soil Type A, 18" Depth
Subsoil Treatment per Specifications
PLANTING BED ASSEMBLY, 24" DEPTH
Topsoil, Amended - Planting Soil Type A, 24 Depth
Subsoil Treatment per Specifications
PLANTING BED SOIL ASSEMBLY, TURF
Topsoil, Amended - Planting Soil Type A, 18" Depth
Subsoil Treatment per Specifications
SUSPENDED PAVEMENT ASSEMBLY
Topsoil, Suspended Pavement (Silva Cell 2, Geogrid, Cable Ties, Root
Barrier, Geotextile Fabric Above Cells, Strong Backs & Anchoring Pins)
Subbase Course and Base Course (Compacted Aggregate No. 53 Base)
Geotextile Fabric Below Cells
Topsoil, Amended - Planting Soil Type B
Approx. Extent of Excavation for Suspended Pavement Assembly
TOPSOIL, STRUCTURAL SOIL
PLANTING BED SOIL AT TREES IN GRATES
Topsoil, Amended - Planting Soil Type B, 3'-7" Depth GENERAL NOTES
1. See Soils Details for more information.
2. See Specifications for subsoil preparation, if required.
3. Coordinate soil placement, planting, seeding and sodding
with Planting Plans on sheets L1.1-L1.3 and Irrigation
Plans on sheets IR1.1-IR1.3.
RECOMMENDEDFOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALECITY OF CARMEL
MONON TRAIL - URBAN SECTION
--
--
RUNDELL ERNSTBERGER ASSOCIATES
Landscape Architecture + Urban Design + Civil Engineering
618 East Market Street, Indianapolis, IN 46202
TE [317] 263.0127 FX [317] 263.2080
E-mail: reaindy@reasite.com
www.reasite.com
1436
N/A
7.25.2017
SCALE: 1" = 10'
0' 5' 10'20'
SOIL PLANLW
PA
LW
KO
1"=10'
SD5.3
NORTHSEE SHEET SD5.2 - MATCH LINE 'A' STATION 25+17.50
PARALLEL
PARKING
SIDEWALK
5'-0"
5'-0"18'-0"
2'-6"
PAVER, TYPE 1
CURB, GRANITE, 6" WIDE, TYPE 1
SILVA CELL 2 SYSTEM UNDER PAVING,
3x UNITS (DECK, BASE AND POSTS), INSTALL
PER MANUFACTURER'S SPECIFICATIONS APPROXIMATE EXTENTS
OF EXCAVATION
1'-0"
MIN.3SD5.64SD5.69'-4 1/2"2SD5.6CONCRETE AROUND OPENING SHALL BE FULLY
SUPPORTED BY CELLS BELOW. CELLS MAY
EXTEND 2" MAX. UNDER OPENING IF NEEDED
TO ALLOW FOR REQUIRED SPACING
TOLERANCES BETWEEN CELL BASES.1" MIN. TO 6" MAX.
GAP BETWEEN BASES.
EXTEND UNDER
OPENING 2" MAX.
GEOGRID TO LINE
PERIMETER OF SYSTEM
2'-0"1'-6"1'-6"
OVERFLOW PIPE / INSPECTION
RISER / CLEANOUT WITH
GRATED TOP, SEE ENG.
2'-0" WIDE CURB CUT
ROOT BARRIER AROUND
INSIDE OF TREE OPENING,
PLACE TIGHT TO CONCRETE
TO MAKE OPENING AS
LARGE AS POSSIBLE
ROOT BALL
EXTENT OF TREE OPENING
5'-0" x 5'-0" TREE GRATE, SEE
DETAIL 2, SHEET 3.11.
5'-0"
IRON CURB PLATE, FASTENED
TO CURB, SEE DETAIL 7,
SHEET SD3.11
1" MIN. TO 6" MAX., TYP.
1" MIN. TO 6" MAX., TYP.
1" MIN. TO 6" MAX., TYP.
UNDER DRAIN, SOIL CELL.
4" DIA. PERFORATED PIPE WRAPPED
IN STONE AND GEOTEXTILE FABRIC
6'-4 1/2"5'-0"
BIKE LANE
5'-6"
BUFFER /
AMENITY
ZONE
6"
5"
1'-6"
1 SCALE: 1/2" = 1'-0"
SUSPENDED PAVEMENT ASSEMBLY - TYPICAL LAYOUT PLAN
CYCLE TRACK.
SEE DETAILS,
SHEET SD3.13
1'-0"
MIN.
6"
SIDEWALK,
CONCRETE.
SEE DETAIL 2,
SHEET SD3.8.
TOPSOIL, STRUCTURAL
1'-2"
PARALLEL PARKING
GEOGRID TO LINE PERIMETER OF
SYSTEM WITH 6" TOE (OUTWARD
FROM BASE) AND 12" EXCESS
(OVER TOP OF DECK)
B BORROW BACKFILL. FILL TO
WITHIN 4-6" BELOW TOP OF SILVA
CELL DECKS, INSTALL IN 8" LIFTS,
EACH COMPACTED TO 95%
PROCTOR
SIDEWALK, CONCRETE
HEAVY GEOTEXTILE
FABRIC TO EDGE OF
EXCAVATION
1" MIN. TO 6" MAX.
SPACING AT BASE
6"5'-0"
BIKE LANE
5'-6"
BUFFER / AMENITY ZONE SIDEWALK
316" x 14" ZIP TIES, SECURING
GEOGRID TO SILVA CELLS
3'-7"
4" MIN.
COMPACTED AGGREGATE NO. 53
BASE, DEPTH 4" MIN., COMPACTED
TO 95% PROCTOR
COMPACTED AGGREGATE
NO. 53 BASE, DEPTH 4" MIN.
SUBGRADE, COMPACTED TO 95%
PROCTOR
UNDER DRAIN, SOIL CELL.
4" DIA. PERFORATED PIPE WRAPPED
IN STONE AND GEOTEXTILE FABRIC.
INVERT VARIES, SEE UTILITY PLAN.
4"
4"
4"4"4"
1'-0"
6"
2'-6"9'-4 1/2"
1'-0" MIN.
PARALLEL PARKING 6"5'-0"
BIKE LANE
5'-6"
BUFFER / AMENITY ZONE SIDEWALK
CURB PLATE, SEE DETAIL 7, SHEET SD3.11
3'-7"
4" MIN.
4"4"
2'-6"6'-4 1/2"
1'-0" MIN.
1.5 % SLOPE
PIN, PER SPECIFICATIONS, TO
KEEP CELLS IN PLACE DURING
CONSTRUCTION
2'-6"
ROOTBALL
PLANTING SOIL BELOW ROOT BALL,
COMPACTED TO 85-90% PROCTOR
CURB, GRANITE, 6" WIDE, TYPE 2
2" DEEP STONE LAYER, SEE PLANTING DETAIL
5'-0" x 5'-0" TREE GRATE
ROOT BARRIER, 12" DEEP
PARALLEL PARKING 6"BIKE LANE5'-6"
BUFFER / AMENITY ZONE
6"
1'-2"
1'-6"3'-6"
2"
BACK FLOW PIPE / INSPECTION
PIPE. 8" DIA. NYOPLAST (OR
EQUAL) WITH GRATED TOP,
CONNECTED TO UNDER DRAIN
TOPSOIL, AMENDED - PLANTING
SOIL TYPE B. INSTALL IN 12" LIFTS,
EACH COMPACTED TO 70-80%
PROCTOR
SILVA CELL 2
SYSTEM BEYOND
PAVER, TYPE 1
CURB, GRANITE, 6" WIDE, TYPE 1
2 SCALE: 1/2" = 1'-0"
SUSPENDED PAVEMENT ASSEMBLY - SECTION AT CELLS
TOPSOIL, STRUCTURAL
1'-0"
GEOGRID TO LINE PERIMETER OF
SYSTEM WITH 6" TOE (OUTWARD
FROM BASE) AND 12" EXCESS
(OVER TOP OF DECK)
B BORROW BACKFILL. FILL TO
WITHIN 4-6" BELOW TOP OF SILVA
CELL DECKS, INSTALL IN 8" LIFTS,
EACH COMPACTED TO 95%
PROCTOR
316" x 14" ZIP TIES, SECURING
GEOGRID TO SILVA CELLS
3 SCALE: 1/2" = 1'-0"
SUSPENDED PAVEMENT ASSEMBLY - SECTION AT TREE PLANTNG WITH INLET
4 SCALE: 1/2" = 1'-0"
SUSPENDED PAVEMENT ASSEMBLY - SECTION AT OVERFLOW PIPE
COMPACTED SUBGRADE
TOPSOIL, AMENDED - PLANTING SOIL
TYPE B. INSTALL IN 12" LIFTS, EACH
COMPACTED TO 70-80% PROCTOR
6"
1'-6"
2'-0"
+/- 2 % SLOPE
COMPACTED SUBGRADE
GEOTEXTILE FABRIC, PLACED
BELOW AGGREGATE BASE
1" MIN. TO 6" MAX.
SPACING AT BASE
SUBGRADE, COMPACTED TO 95%
PROCTOR
PIN, PER SPECIFICATIONS, TO
KEEP CELLS IN PLACE DURING
CONSTRUCTION
GEOTEXTILE FABRIC, PLACED
BELOW AGGREGATE BASE
COMPACTED AGGREGATE NO. 53
BASE, DEPTH 4" MIN., COMPACTED
TO 95% PROCTOR
COMPACTED SUBGRADE
2" DEEP STONE LAYER,
SEE PLANTING DETAIL
5'-0" x 5'-0" TREE GRATE
PAVER, TYPE 9
CONCRETE TO EXTEND TO DECK
OF SOIL CELL WITH GEOTEXTILE
SEPARATION
SIDEWALK, CONCRETE
HEAVY GEOTEXTILE
FABRIC TO EDGE OF
EXCAVATION
COMPACTED AGGREGATE
NO. 53 BASE, DEPTH 4" MIN.PAVER, TYPE 9
CONCRETE TO EXTEND TO DECK
OF SOIL CELL WITH GEOTEXTILE
SEPARATION
TOPSOIL, AMENDED - PLANTING SOIL
TYPE B. INSTALL IN 12" LIFTS, EACH
COMPACTED TO 70-80% PROCTOR
SILVA CELL 2 SYSTEM UNDER
PAVING, 3x UNITS (DECK, BASE
AND POSTS), SEE SOILS PLANS
+/- 2 % SLOPE
1.5 % SLOPE
CURB, GRANITE, 6" WIDE, TYPE 2
TOP OF INSPECTION PIPE SET
2" ABOVE STONE
ROOT BARRIER, 12" DEEP
+/- 2 % SLOPE
1.5 % SLOPE
PAVER, TYPE 9
CONCRETE TO EXTEND TO
DECK OF SOIL CELL WITH
GEOTEXTILE SEPARATION
1'-0"6"1'-0"
6"
SUBGRADE, COMPACTED
TO 95% PROCTOR
COMPACTED AGGREGATE NO.
53 BASE, DEPTH 4" MIN.,
COMPACTED TO 95% PROCTOR
GEOTEXTILE FABRIC, PLACED
BELOW AGGREGATE BASE
PAVER, TYPE 1
PAVER, TYPE 1
5" MIN.
2 3/4"
TOPSOIL, AMENDED - PLANTING SOIL
TYPE B. INSTALL IN 12" LIFTS, EACH
COMPACTED TO 70-80% PROCTOR
SILVA CELL 2 SYSTEM UNDER
PAVING, 3x UNITS (DECK, BASE
AND POSTS), SEE SOILS PLANS
5" MIN.
2 3/4"
2'-0"
6" MIN.
UNDER DRAIN, SOIL CELL.
4" DIA. PERFORATED PIPE WRAPPED
IN STONE AND GEOTEXTILE FABRIC.
INVERT VARIES, SEE UTILITY PLAN.
4"4"4"
UNDER DRAIN, SOIL CELL.
4" DIA. PERFORATED PIPE WRAPPED
IN STONE AND GEOTEXTILE FABRIC.
INVERT VARIES, SEE UTILITY PLAN.
4"4"4"
2'-0"
1'-0"6" MIN.
1'-0"6" MIN.
GENERAL NOTES:
1. INSTALLATION SHALL BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S
SPECIFICATIONS.
2. SEE SOILS PLAN FOR SOIL CELL LAYOUT.
3. PRIOR TO INSTALLATION, PERCOLATION TESTING SHALL BE DONE TO SUBSOIL. TESTS TO
BE PROVIDED TO LANDSCAPE ARCHITECT. IF SUBSOILS DO NOT ADEQUATELY DRAIN,
ADDITIONAL SCARIFICATION OF THE SURFACE MAY BE REQUIRED.
4. SEE SPECIFICATIONS FOR STONE AND SOIL INFORMATION.
5. SEE PLANTING DETAILS FOR TREE PLANTING REQUIREMENTS.
6. SEE IRRIGATION DRAWINGS FOR IRRIGATION LAYOUT AND DETAILS.
7. SEE SITE LAYOUT AND DETAILS FOR SPOT ELEVATIONS AND GRADING INFORMATION.
8. DRAIN LOCATIONS AND SIZING SHOWN FOR REFERENCE ONLY, SEE ENGINEERING
DRAWINGS FOR DETAILS.
9. SEE SITE DETAILS FOR TREE GRATE AND INLET DETAILS.
10. KEEP CONSTRUCTION TRAFFIC AWAY FROM THE LIMITS OF THE SILVA CELLS UNTIL THE
FINAL PAVEMENT PROFILE IS IN PLACE. THE SILVA CELL SYSTEM DOES NOT FULLY MEET
LOADING STRENGTH UNTIL THE FINAL PAVING IS INSTALLED.
10.1. DO NOT OPERATE EQUIPMENT DIRECTLY ON TOP OF THE SILVA CELL SYSTEM UNTIL
PAVING INSTALLATION HAS BEEN COMPLETED.
10.2. PROVIDE FENCING AND OTHER BARRIERS TO PREVENT VEHICLES FROM ENTERING
INTO THE SILVA CELL AREA.
10.3. WHEN THE SILVA CELL INSTALLATION IS COMPLETED AND THE PERMANENT
PAVEMENT IS IN PLACE, LIMIT TRAFFIC AND CONSTRUCTION RELATED ACTIVITIES TO
ONLY LOADS LESS THAN THE DESIGN LOADS
RECOMMENDEDFOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALECITY OF CARMEL
MONON TRAIL - URBAN SECTION
--
--
RUNDELL ERNSTBERGER ASSOCIATES
Landscape Architecture + Urban Design + Civil Engineering
618 East Market Street, Indianapolis, IN 46202
TE [317] 263.0127 FX [317] 263.2080
E-mail: reaindy@reasite.com
www.reasite.com
1436
N/A
7.25.2017
SOIL DETAILSLW
PA
LW
KO
1"=10'
SD5.6
5'-6"
BUFFER /
AMENITY
ZONE
5'-0"
BIKE LANE
PARALLEL
PARKING
6"
SIDEWALK
9'-0"
OR AS NOTED ON LAYOUT PLANS
2'-0"
SILVA CELL 2 SYSTEM UNDER PAVING,
3x UNITS (DECK, BASE AND POSTS), INSTALL
PER MANUFACTURER'S SPECIFICATIONS
9'-4 1/2"
TREE OPENING / TREE
GRATE, SEE DETAILS
4"
1'-0" MIN.
APPROX.
2'-2"
2
SD5.7
1'-0"
APPROX.
2'-6"
GEOGRID TO LINE
PERIMETER OF SYSTEM
APPROXIMATE EXTENTS
OF EXCAVATION
CONCRETE FOOTING
AT LUMINAIRE, SEE
DETAILS
STONE BRIDGE AROUND
FOOTING, WASHED STONE
W/OUT FINES, 24" GAP MAX.,
SEE DETAIL 2, THIS SHEET
GEOGRID TO LINE PERIMETER OF
WASHED STONE, WITH 6" TOE
FOLDED INWARD AND 12" EXCESS
FOLDED OVER ADJACENT DECKS
UNDER DRAIN, SOIL CELL.
6" DIA. PERFORATED PIPE
WRAPPED IN STONE AND
GEOTEXTILE FABRIC
1 SCALE: 1/2" = 1'-0"
SUSPENDED PAVEMENT ASSEMBLY AT LUMINAIRE / STONE BRIDGE - TYPICAL LAYOUT PLAN
1"
5'-0"TOPSOIL, STRUCTURAL
TOPSOIL, STRUCTURAL
APPROX.
2'-2"
SILVA CELL 2 SYSTEM
UNDER PAVING, 3x
UNITS (DECK, BASE
AND POSTS), SEE SOILS
PLANS FOR LAYOUT
HEAVY GEOTEXTILE
FABRIC
CONCRETE FOOTING AT
LUMINAIRE, SEE DETAILS
1" MIN. TO 6" MAX.
SPACING BETWEEN SILVA
CELLS AT BASE
2 SCALE: 1/2" = 1'-0"
SUSPENDED PAVEMENT ASSEMBLY - SECTION AT LUMINAIRE
SIDEWALK, CONCRETE
COMPACTED AGGREGATE
NO. 53 BASE, DEPTH 4" MIN.
SUBGRADE, COMPACTED
TO 95% PROCTOR
COMPACTED AGGREGATE NO.
53 BASE, DEPTH 4" MIN.,
COMPACTED TO 95% PROCTOR
GEOTEXTILE FABRIC, PLACED
BELOW AGGREGATE BASE
TOPSOIL, AMENDED - PLANTING
SOIL TYPE B. INSTALL IN 12" LIFTS,
EACH COMPACTED TO 70-80%
PROCTOR
GEOGRID TO LINE PERIMETER OF
WASHED STONE WITH 6" TOE
FOLDED INWARD AND 12" EXCESS
FOLDED OVER ADJACENT DECKS
CABLE TIE, ATTACHING GEOGRID
TO SILVA CELL AT BASE OF UPPER
POST FLARE
ROOT BALL, TYP.
PERMEABLE PAVING AT
ROAD
PERMEABLE PAVING
AT PARKING LANE
GRANITE CURB
ROOT BARRIER, 12" DEEP
MIXED PLANTINGS, REFER TO PLANTING
PLANS AND DETAILS
SILVA CELL 2 SYSTEM UNDER PAVING,
3x UNITS (DECK, BASE AND POSTS),
INSTALL PER MANUFACTURER'S
SPECIFICATIONS
GEOGRID TO LINE PERIMETER OF
SYSTEM WHEN ADJACENT TO
PAVING, NO GRID WHEN CELLS
ARE ADJACENT TO PLANTING BED
APPROXIMATE EXTENTS OF
EXCAVATION
FLUSH PLANTING BED, REFER
TO SOIL PLAN FOR SOIL DEPTH
SIM. 4SD5.713'-6"
BUFFER /
AMENITY
ZONE
6"
DRIVING
LANE
3 SCALE: 1/2" = 1'-0"
SUSPENDED PAVEMENT ASSEMBLY AT CONNECTION TO PLANT BED - TYPICAL LAYOUT PLAN
APPROXIMATE EXTENTS
OF EXCAVATION
EDGE OF FLUSH
PLANTING BED
EDGE OF
BIKE LANE
SIDEWALK
5'-0"
BIKE LANE
EDGE OF FLUSH PLANTING BED
6" TYP.
6" TYP.
FLUSH PLANTING BED, REFER
TO SOIL PLAN FOR SOIL DEPTH
1" MIN. TO 6" MAX., TYP.
6'-4 1/2"
1'-0"
MIN.
6'-9 15/16"
1'-0"
MIN.
SILVA CELL 2 SYSTEM UNDER
PAVING, 3x UNITS (DECK, BASE
AND POSTS), INSTALL PER
MANUFACTURER'S SPECIFICATIONS
GEOGRID TO LINE PERIMETER OF
SYSTEM WHEN ADJACENT TO
PAVING, NO GRID WHEN CELLS
ARE ADJACENT TO PLANTING BED
4SD5.74 SCALE: 1/2" = 1'-0"
SUSPENDED PAVEMENT ASSEMBLY - SECTION AT FLUSH PLANTING BED
3'-7"
4" MIN.
8"
PARALLEL PARKING 6"5'-0"
BIKE LANE
5'-6"
BUFFER / AMENITY ZONE
6"
1'-2"
6"4'-0"
PLANT BED, SEE SOIL AND LANDSCAPE
PLANS / DETAILS.
TOPSOIL, AMENDED - PLANTING
SOIL TYPE B. FILL TO WITHIN 4-6"
BELOW TOP OF SILVA CELL DECKS,
INSTALL IN 8" LIFTS, EACH
COMPACTED TO 95% PROCTOR
1" MIN. TO 6" MAX.
SPACING AT BASE
SUBGRADE, COMPACTED TO 95%
PROCTOR
PIN, PER SPECIFICATIONS, TO KEEP CELLS
IN PLACE DURING CONSTRUCTION
GEOTEXTILE FABRIC, PLACED
BELOW AGGREGATE BASE
COMPACTED AGGREGATE NO. 53
BASE, DEPTH 4" MIN., COMPACTED
TO 95% PROCTOR
COMPACTED SUBGRADE
CURB, GRANITE, 6" WIDE, TYPE 1
ROOT BARRIER, 12" DEEP
+/- 2 % SLOPE
ROOTBALL
PLANTING SOIL BELOW ROOT BALL,
COMPACTED TO 85-90% PROCTOR
PAVER, TYPE 1
PLANT BED, SEE SOIL AND
LANDSCAPE PLANS / DETAILS.
SIDEWALK
SIDEWALK, CONCRETE
COMPACTED AGGREGATE
NO. 53 BASE, DEPTH 4" MIN.
PAVER, TYPE 9
CONCRETE TO EXTEND TO DECK
OF SOIL CELL WITH GEOTEXTILE
SEPARATIONTOPSOIL, AMENDED - PLANTING SOIL TYPE D. INSTALL IN
12" LIFTS, EACH COMPACTED TO 70-80% PROCTOR
SILVA CELL 2 SYSTEM UNDER PAVING, 3x UNITS
(DECK, BASE AND POSTS), SEE SOILS PLANS
1.5 % SLOPE
5" MIN.
2 3/4"
UNDER DRAIN, SOIL CELL.
4" DIA. PERFORATED PIPE WRAPPED
IN STONE AND GEOTEXTILE FABRIC.
INVERT VARIES, SEE UTILITY PLAN.4"4"4"
1'-0"6" MIN.
2'-0"
RECOMMENDEDFOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALECITY OF CARMEL
MONON TRAIL - URBAN SECTION
--
--
RUNDELL ERNSTBERGER ASSOCIATES
Landscape Architecture + Urban Design + Civil Engineering
618 East Market Street, Indianapolis, IN 46202
TE [317] 263.0127 FX [317] 263.2080
E-mail: reaindy@reasite.com
www.reasite.com
1436
N/A
7.25.2017
SOIL DETAILSLW
PA
LW
KO
1"=10'
SD5.7
1 SCALE: 1"=1'-0"
PLANTING BED SOIL ASSEMBLY, TURF
SIDEWALK, CONCRETE
HOLD DOWN FINISH
GRADE AS FOLLOWS:
1/2" IN SEEDED LAWNS
1" IN SODDED LAWNS
1'-6"
4"
TOPSOIL, AMENDED - PLANTING SOIL TYPE A
(DEPTH AFTER SETTLING), COMPACT TO
75-82% PROCTOR
TRANSITION ZONE,
INTEGRATE PLANTING SOIL
INTO TOP 4" OF SUBSOIL
SUBSOIL, SCARIFY SURFACE
PER SPECIFICATIONS
2 SCALE: 1"=1'-0"
PLANTING BED SOIL ASSEMBLY, 12" DEPTH
GENERAL NOTES:
1. REMOVE EXISTING PAVEMENT TO A MIN. DEPTH OF 1'-6" FOR
PROPOSED TURF AREAS. BACKFILL AS SHOWN.
2. VERIFY POSITIVE DRAINAGE PRIOR TO BACKFILLING.
3. SEE SPECIFICATIONS FOR REQUIREMENTS FOR SAMPLING, TESTING,
AND BLENDING OF PLANTING SOIL.
4. REFER TO GRADING PLANS FOR SLOPE OF TURF AREAS.
3 SCALE: 1"=1'-0"
PLANTING BED SOIL ASSEMBLY, 18" DEPTH
2"
1'-0"
4"
TOPSOIL, AMENDED - PLANTING SOIL TYPE B
(DEPTH AFTER SETTLING), COMPACT TO
75-82% PROCTOR
TOPSOIL, AMENDED - PLANTING SOIL TYPE C
(DEPTH AFTER SETTLING), INSTALL IN LIFTS
AND COMPACT TO 75-82% PROCTOR
CROWN, SEE NOTES.
GENERAL NOTES:
1. SEE SPECIFICATIONS FOR REQUIREMENTS FOR SAMPLING, TESTING,
AND BLENDING OF PLANTING SOIL.
2. CROWN BED IN CENTER 1" PER 1'-0" OF BED WIDTH. HOLD CROWN
TO FINISH GRADE AS NOTED ON PLANS.
PAVER, TYPE 9
CONDITION VARIES, SEE PLANS
HOLD DOWN FINISH
GRADE 1" FROM TOP
OF PAVED SURFACE
ADJACENT
4 SCALE: 1"=1'-0"
PLANTING BED SOIL ASSEMBLY, 24" DEPTH
2'-0"
HOLD DOWN FINISH
GRADE 1" FROM TOP
OF PAVED SURFACE
ADJACENT
2"
4"
CURB, GRANITE, 6"
WIDE, TYPE 1
TOPSOIL, AMENDED - PLANTING SOIL TYPE B
(DEPTH AFTER SETTLING), COMPACT TO
75-82% PROCTOR
TOPSOIL, AMENDED - PLANTING SOIL TYPE C
(DEPTH AFTER SETTLING), INSTALL IN LIFTS
AND COMPACT TO 75-82% PROCTOR
CONDITION VARIES, SEE PLANS
2" DEPTH SHREDDED HARDWOOD MULCH
CROWN, SEE NOTES.
TRANSITION ZONE,
INTEGRATE PLANTING SOIL
INTO TOP 2" OF SUBSOIL
SUBSOIL, SCARIFY SURFACE
PER SPECIFICATIONS
GENERAL NOTES:
1. SEE SPECIFICATIONS FOR REQUIREMENTS FOR SAMPLING, TESTING,
AND BLENDING OF PLANTING SOIL.
2. CROWN BED IN CENTER 1" PER 1'-0" OF BED WIDTH. HOLD CROWN
TO FINISH GRADE AS NOTED ON PLANS.
2"
1'-6"
4"
TOPSOIL, AMENDED - PLANTING SOIL TYPE B
(DEPTH AFTER SETTLING), COMPACT TO
75-82% PROCTOR
TOPSOIL, AMENDED - PLANTING SOIL TYPE C
(DEPTH AFTER SETTLING), INSTALL IN LIFTS
AND COMPACT TO 75-82% PROCTOR
CROWN, SEE NOTES.
GENERAL NOTES:
1. SEE SPECIFICATIONS FOR REQUIREMENTS FOR SAMPLING, TESTING,
AND BLENDING OF PLANTING SOIL.
2. CROWN BED IN CENTER 1" PER 1'-0" OF BED WIDTH. HOLD CROWN
TO FINISH GRADE AS NOTED ON PLANS.
PAVER, TYPE 9
CONDITION VARIES, SEE PLANS
HOLD DOWN FINISH
GRADE 1" FROM TOP
OF PAVED SURFACE
ADJACENT
SUSPENDED
PAVEMENT
ASSEMBLY
2" DEPTH SHREDDED HARDWOOD MULCH
2" DEPTH SHREDDED HARDWOOD MULCH
TRANSITION ZONE,
INTEGRATE PLANTING SOIL
INTO TOP 2" OF SUBSOIL
TRANSITION ZONE,
INTEGRATE PLANTING SOIL
INTO TOP 2" OF SUBSOIL
SUBSOIL, SCARIFY SURFACE
PER SPECIFICATIONS
SUBSOIL, SCARIFY SURFACE
PER SPECIFICATIONS
REFER TO GRADING PLAN FOR SLOPE
RECOMMENDEDFOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALECITY OF CARMEL
MONON TRAIL - URBAN SECTION
--
--
RUNDELL ERNSTBERGER ASSOCIATES
Landscape Architecture + Urban Design + Civil Engineering
618 East Market Street, Indianapolis, IN 46202
TE [317] 263.0127 FX [317] 263.2080
E-mail: reaindy@reasite.com
www.reasite.com
1436
N/A
7.25.2017
SOIL DETAILSLW
PA
LW
KO
1"=10'
SD5.8
PHASE 1Sta. 19+65.58
PROJECTBEGINNING OF
Line "M" GProposed Right-of-Way
Proposed Right-of-Way (1,502 sf)SOD
(17)PER A
(10)LIR S
(8)LIR S
(14)PER A
(3)FOR C
SYM V
GYM D
(2)HYD P(13)LIR S
(3)HYD P
(1)GYM D
(21)LIR S
(49)PER A
(5)ULM M
(14)HEM G
(26)PER B
(4)FOR C
(12)LIR S
(12)LIR S
(21)PER B
(2)AME G
(12)LIR S
(12)LIR S
(21)PER B
(26)PER B
(4)FOR C(15)HEM G
(6)SYR R
(34)GER B
(9)SPO H
(9)SPO H
(56)HEM R
(16)MON B
PER C
Proposed Right-of-Way
4th StreetMonon Boulevard (NB)
Cycle Track (SB)
Monon Boulevard (SB)
Midtown West
(future)
Midtown WestMerchants Bank Building
(future)
Midtown East
(future)
Sun King
Brewery
(future)
Existing Monon Trail
Project Limit Line
Project Limit Line
Project Limit Line
Project Limit LineProject Limit Line
RECOMMENDEDFOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALECITY OF CARMEL
MONON TRAIL - URBAN SECTION
--
--
RUNDELL ERNSTBERGER ASSOCIATES
Landscape Architecture + Urban Design + Civil Engineering
618 East Market Street, Indianapolis, IN 46202
TE [317] 263.0127 FX [317] 263.2080
E-mail: reaindy@reasite.com
www.reasite.com
1436
N/A
7.25.2017
SCALE: 1" = 10'
0' 5' 10'20'
LANDSCAPE PLANLW
PA
AR
KO
1"=10'
L1.1
NORTH SEE SHEET L1.2 - MATCH LINE 'A' STATION 22+17.50
App. Existing Right-of-WayApp. Ex. Right-of-Way
App. Existing Right-of-Way
GProposed Right-of-Way
(268 sf)SOD
(12)LIR S
(25)PER A
(5)HYD P
(13)LIR S(5)HYD P
(13)LIR S
(5)CEL O
(270 sf)SOD(269 sf)SOD(268 sf)SOD
(268 sf)SOD
(1,502 sf)SOD
(17)PER A
(10)LIR S
(8)LIR S
(14)PER A
(3)FOR C
(7)SYM V
(12)LIR S
(26)PER A(17)SYM V
(4)FOR C
(21)PER B
(12)LIR S
(12)LIR S
(15)HEM G
(25)PER B
(4)FOR C
(12)LIR S
(12)LIR S
(21)PER B
(26)PER B
(14)HEM G
(4)FOR C
(6)GYM D
(787 sf)SOD (1)AME G
(9)SPO H
(14)MON B
(9)SPO H
(12)LIR S
(26)PER B
(15)HEM G
(4)FOR C
(21)LIR S
(49)PER A
(56)HEM R
(34)GER B
(5)CEL O
(14)
(7)LIR S
(13)PER A
(7)LIR S
(18)PER A
(21)PER A
(12)LIR S
(12)LIR S
(28)PER A
(3)GYM D
(2)HYD P (2)HYD P
(6)LIR S
(1)GYM D
(6)SYR R
(10)PER A (21)PER A
(12)LIR S(6)LIR S
(42)HEM R
(26)GER B
(2,157 sf)SOD (4)ACE G
(32 sf)
(3)SPO H
(4)MON B
(1)AME G
(12)MON B
(7)SPO H
(3)SPO H
(7)SPO H
(73 sf)SOD
(48 sf)SOD
(59)PER C 2nd Street Cycle Track (NB)
Midtown West
(future)
Happy Dog Hotel and SpaClarey Clayworks Old Town On The Monon Apartments (South)
Existing
Building
Existing
Building
Existing Monon Trail
Monon Boulevard (NB)
Cycle Track (SB)
Monon Boulevard (SB)
Existing Monon Trail
Project Limit Line
Project Limit Line
Project Limit LineProject Limit Line
Project Limit Line
RECOMMENDEDFOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALECITY OF CARMEL
MONON TRAIL - URBAN SECTION
--
--
RUNDELL ERNSTBERGER ASSOCIATES
Landscape Architecture + Urban Design + Civil Engineering
618 East Market Street, Indianapolis, IN 46202
TE [317] 263.0127 FX [317] 263.2080
E-mail: reaindy@reasite.com
www.reasite.com
1436
N/A
7.25.2017
SCALE: 1" = 10'
0' 5' 10'20'
LANDSCAPE PLANLW
PA
AR
KO
1"=10'
L1.2
NORTH SEE SHEET L1.3 - MATCH LINE 'A' STATION 25+17.50SEE SHEET L1.1 - MATCH LINE 'A' STATION 22+17.50
Proposed Right-of-Way
App. Existing Right-of-Way
(21)PER A (10)PER A (21)PER A (21)PER A
(21)PER A
(12)LIR S
(91 sf)SOD
(276 sf)SOD
(268 sf)SOD (278 sf)SOD (353 sf)SOD (355 sf)SOD (361 sf)SOD (286 sf)SOD
(12)LIR S(13)LIR S(12)LIR S(12)LIR S (6)LIR S
(12)LIR S
(25)PER A
(17)SYM V
(4)FOR C (64)PER C
(17)SYM V
(4)FOR C
(12)LIR S
(26)PER A
(3)CEL O
(4)CLA K
(12)LIR S
(30)PER A
(35)GER B
(61)HEM R
(28)PER A
(204 sf)SOD
(403 sf)SOD
(63)PER A
(27)LIR S
(61)HEM R
(6)CLA K
(71)GER B
(12)LIR S
(4)FOR C(14)HEM G
(1)CEL O
(25)PER B
(7)ACE G
(12)LIR S
(5)HYD P
(464 sf)SOD
(32 sf)SOD
(37 sf)SOD(37 sf)SOD
Monon Boulevard (NB)
Monon Boulevard (SB)1st Street SWCycle Track (NB)
Cycle Track (SB)
See Monon & Main Package
Old Town On The Monon Apartments (South)
Old Town On The Monon Apartments (North)
Carmel Clay Historical SocietyExisting
Building
Existing Monon Trail
Monon & Main
(future)
Proje
ct
Li
mi
t
Li
n
e
Project Limit Line
Project Limit
L
i
n
e
Project Limit Line
RECOMMENDEDFOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALECITY OF CARMEL
MONON TRAIL - URBAN SECTION
--
--
RUNDELL ERNSTBERGER ASSOCIATES
Landscape Architecture + Urban Design + Civil Engineering
618 East Market Street, Indianapolis, IN 46202
TE [317] 263.0127 FX [317] 263.2080
E-mail: reaindy@reasite.com
www.reasite.com
1436
N/A
7.25.2017
SCALE: 1" = 10'
0' 5' 10'20'
LANDSCAPE PLANLW
PA
AR
KO
1"=10'
L1.3
NORTHSEE SHEET L1.2 - MATCH LINE 'A' STATION 25+17.50
TREES QTY BOTANICAL NAME COMMON NAME CONT CAL REMARKS
ACE G 11 Acer griseum Paperbark Maple B & B 2.5"Cal
AME G 4 Amelanchier x grandiflora `Autumn Brilliance` `Autumn Brilliance` Serviceberry B & B 6` Clump multi-stem, min. 3 trunks
CEL O 14 Celtis occidentalis Common Hackberry B & B 3"Cal
CLA K 10 Cladrastis kentukea American Yellowwood B & B 3"Cal
GYM D 10 Gymnocladus dioicus `Espresso`Kentucky Coffeetree B & B 3"Cal
SYR R 6 Syringa reticulata `Ivory Silk`Japanese Tree Lilac B & B 2.5"Cal
ULM M 5 Ulmus x `Morton Glossy` TM Triumph Elm B & B 3"Cal Match Specimen
SHRUBS QTY BOTANICAL NAME COMMON NAME CONT SPACING REMARKS
FOR C 39 Forsythia x `Courtasol` TM Gold Tide Forsythia 5 gal 36" o.c. Well rooted, healthy, full
HYD P 22 Hydrangea paniculata `Ilvobo` BOBO Bobo Hydrangea 5 gal 42" o.c. Well rooted, healthy, full
ORNAMENTAL GRASSES QTY BOTANICAL NAME COMMON NAME CONT SPACING REMARKS
SPO H 56 Sporobolus heterolepis Prairie Dropseed 1 gal 24" o.c. Well rooted, healthy full
PERENNIALS QTY BOTANICAL NAME COMMON NAME CONT SPACING REMARKS
GER B 200 Geranium macrorrhizum `Beven`s Variety` Beven`s Variety Geranium 1 gal 15" o.c. Well-rooted, healthy, full
HEM G 87 Hemerocallis x `Going Bananas`Daylily 1 gal 18" o.c. Well-rooted, healthy, full
HEM R 276 Hemerocallis x `Rosy Returns`Daylily 1 gal 15" o.c. Well-rooted, healthy, full
LIR S 435 Liriope spicata `Big Blue`Creeping Lily Turf 1 gal 14" o.c. Well-rooted, healthy, full
MON B 46 Monarda bradburiana Eastern Bee Balm 1 gal 18" o.c. Well-rooted, healthy, full
PER A 532 Perennial Mix `A`Perennial Mix `A`1 gal 18" o.c. See perennial mix schedule for species
PER B 238 Perennial Mix `B`Perennial Mix `B`1 gal 18" o.c. See perennial mix schedule for species
PER C 123 Perennial Mix `C`Perennial Mix `C`1 gal 18" o.c. See perennial mix schedule for species
SYM V 58 Symphyotrichum novae-angliae `Vibrant Dome` Vibrant Dome New England Aster 1 gal 18" o.c. Well-rooted, healthy, full
TURF QTY BOTANICAL NAME COMMON NAME CONT SPACING REMARKS
SOD 9,086 sf Turf Sod Drought Tolerant Fescue Blend Sod See specifications
PLANT SCHEDULE
3" HIGH TOPSOIL SAUCER
REFER TO PLANS FOR FINISH GRADE
WIDTH OF PIT TO BE TWO TIMES BALL DIAMETER
TOPSOIL, AMENDED PER PLANTING CONDITIONS, SEE
SPECIFICATIONS AND SOILS PLAN, WATER THOROUGHLY TO
ELIMINATE AIR POCKETS
SET ROOT BALL ON UNDISTURBED SOIL "CONE" AT BOTTOM OF PIT
WHERE POSSIBLE. IN EXCAVATED AREAS, SET ROOTBALL ON
"TOPSOIL, AMENDED - PLANTING SOIL TYPE D", COMPACTED TO
85-90% PROCTOR
1 NOT TO SCALE
TREE PLANTING
GENERAL NOTES:
1. REMOVE THE ENTIRE WIRE BASKET, IF PRESENT. BEFORE TREE IS IN THE HOLE,
REMOVE THE BOTTOM OF THE BASKET, CUTTING HORIZONTALLY. AFTER TREE IS IN
THE HOLE, REMOVE THE REST OF WIRE BASKET, CUTTING VERTICALLY.
2. AFTER TREE IS IN THE HOLE, REMOVE AS MUCH BURLAP, TWINE AND LACING AS
POSSIBLE
3. REMOVE TRUNK WRAP, IF PRESENT.
4. REMOVE ALL TAGS AND LABELS.
5. IMPORTANT: ROOT FLARE ZONE MAY BE BELOW TOP OF BURLAPPED ROOT BALL.
REMOVE ROOT BALL SOIL DOWN TO LOCATE AND EXPOSE ROOT FLARE ZONE.
6. TREES SHALL NOT BE FERTILIZED WITHIN FIRST YEAR OF PLANTING.
7. STAKING AND GUYING OF TREES WILL ONLY BE REQUIRED WHERE TREE STABILITY
PROBLEMS OCCUR AS DETERMINED BY THE LANDSCAPE ARCHITECT OR ARBORIST.
7.1. GUYING MATERIAL SHALL BE FLAT, WOVEN POLYPROPYLENE STRAPS, FASTENED
TO WOODEN STAKES TO ALLOW FOR TREE MOVEMENT. STAKES SHALL BE
INSTALLED OUTSIDE OF ROOTBALL. ARBORTIE SYSTEM, OR ACCEPTABLE
EQUIVALENT.
8.SEE SOILS PLANS FOR DEPTH OF SOIL ASSEMBLY.
2 NOT TO SCALE
TREE PLANTING IN TREE GRATE
SET ROOT FLARE ZONE MIN. 1-2" ABOVE FINISHED GRADE
2" DEEP SHREDDED BARK MULCH (IN PLANT BEDS
AND LAWN ONLY), REFER TO SPECS. HOLD BACK
FROM 3" FROM TRUNK OF TREE.
PRUNE ONLY DEAD OR BROKEN BRANCHES OR DOUBLE LEADERS,
UNLESS OTHERWISE INSTRUCTED BY LANDSCAPE ARCHITECT.
STAKING AND GUYING SYSTEM, ONLY IF REQUIRED. SEE NOTES
EQUAL TO
1/2 BALL
DIAMETER
REFER TO PLANS FOR FINISH GRADE OF STONE LAYER
SET ROOT FLARE ZONE MIN. 1-2" ABOVE FINISHED GRADE
2" DEEP MULCH, STONE (IN TREE GRATES ONLY) WITH GEOTEXTILE
FABRIC, SEE SPECIFICATIONS. HOLD BACK 3" FROM TRUNK OF
TREE.
PRUNE ONLY DEAD OR BROKEN BRANCHES OR DOUBLE LEADERS,
UNLESS OTHERWISE INSTRUCTED BY LANDSCAPE ARCHITECT.
BACKFILL WITH "TOPSOIL, AMENDED - PLANTING SOIL TYPE B",
WATER THOROUGHLY TO ELIMINATE AIR POCKETS
SET ROOTBALL ON "TOPSOIL, AMENDED - PLANTING SOIL TYPE B",
COMPACTED TO 85-90% PROCTOR
"TOPSOIL, SUSPENDED PAVEMENT", SEE DETAILS
GENERAL NOTES:
1. REMOVE THE ENTIRE WIRE BASKET, IF PRESENT. BEFORE TREE IS IN THE HOLE,
REMOVE THE BOTTOM OF THE BASKET, CUTTING HORIZONTALLY. AFTER TREE IS IN
THE HOLE, REMOVE THE REST OF WIRE BASKET, CUTTING VERTICALLY.
2. AFTER TREE IS IN THE HOLE, REMOVE AS MUCH BURLAP, TWINE AND LACING AS
POSSIBLE
3. REMOVE TRUNK WRAP, IF PRESENT.
4. REMOVE ALL TAGS AND LABELS.
5. IMPORTANT: ROOT FLARE ZONE MAY BE BELOW TOP OF BURLAPPED ROOT BALL.
REMOVE ROOT BALL SOIL DOWN TO LOCATE AND EXPOSE ROOT FLARE ZONE.
6. TREES SHALL NOT BE FERTILIZED WITHIN FIRST YEAR OF PLANTING.
7. STAKING AND GUYING OF TREES IS REQUIRED FOR ALL TREES IN GRATES, UNLESS
OTHERWISE INSTRUCTED BY LANDSCAPE ARCHITECT.
7.1. GUYING MATERIAL SHALL BE FLAT FABRIC STRAPS, FASTENED TO GUYING
ANCHORS. ANCHORS SHALL EXTEND INTO UNDISTURBED SUBGRADE.
ARBORGUY SYSTEM, OR APPROVED EQUAL.
ROOTBALL GUYING SYSTEM, SEE NOTES
TREE GRATE, SEE DETAILS
ROOT BARRIER, SEE "TOPSOIL, SUSPENDED PAVEMENT" DETAILS
COMPACTED BASE LAYER, SEE "TOPSOIL, SUSPENDED PAVEMENT"
DETAILS
SCARIFY SUBSOIL, SEE SPECIFICATIONS
SLOPE & SCARIFY SIDES OF PIT
WIDTH OF PIT TO BE TWO TIMES ROOT BALL DIAMETER
SET ROOT BALL ON UNDISTURBED SOIL "CONE" AT
BOTTOM OF PIT WHERE POSSIBLE. IN EXCAVATED
AREAS, SET ROOTBALL ON" TOPSOIL, PLANTING SOIL
TYPE C", COMPACTED TO 85-90% PROCTOR
REFER TO PLANS FOR FINISH GRADE
3" HIGH TOPSOIL SAUCER FOR INDIVIDUAL PLANTS
2" HARDWOOD BARK MULCH, SEE SPECIFICATIONS.
HOLD BACK 3" FROM CONTACT W/ STEMS OF SHRUB
SET ROOT FLARE ZONE 1-2" ABOVE FINISHED GRADE
3 NOT TO SCALE
SHRUB PLANTING
GENERAL NOTES:
1. REMOVE THE ENTIRE WIRE BASKET, IF PRESENT.
2. REMOVE CONTAINER OR AS MUCH BURLAP, TWINE AND LACING AS POSSIBLE
3. REMOVE ALL TAGS AND LABELS.
4. IMPORTANT: ROOT FLARE ZONE MAY BE BELOW TOP OF BURLAPPED ROOT BALL.
REMOVE ROOT BALL SOIL DOWN TO LOCATE AND EXPOSE ROOT FLARE ZONE.
5. SEE SOILS PLANS FOR DEPTH OF SOIL ASSEMBLY.
EQUAL TO
1/2 BALL
DIAMETER
PRUNE ONLY DEAD OR BROKEN BRANCHES, UNLESS
OTHERWISE INSTRUCTED BY LANDSCAPE ARCHITECT
VARIES
1'-0" TO
2'-0"
"TOPSOIL, AMENDED - PLANTING SOIL TYPE A", WATER
THOROUGHLY TO ELIMINATE AIR POCKETS, SEE SOILS
PLAN FOR DEPTH
TRANSITION ZONE TO SUBSOIL, SEE SOIL DETAILS
4 NOT TO SCALE
PERENNIAL/GROUNDCOVER/GRASSES PLANTING
2" HARDWOOD BARK MULCH, KEEP OFF BASE OF
PLANT, SEE SPECIFICATIONS
REMOVE CONTAINER
TRANSITION ZONE TO SUBSOIL, SEE SOIL DETAILS
REFER TO PLANS FOR FINISH GRADE
VARIES
1'-0" TO 2'-0"
"TOPSOIL, AMENDED - PLANTING SOIL TYPE A",
WATER THOROUGHLY TO ELIMINATE AIR POCKETS,
SEE SOIL PLAN FOR DEPTH
GENERAL NOTES:
1. SEE SOILS PLANS FOR DEPTH OF SOIL ASSEMBLY.
2. ALL PERENNIAL BEDS SHALL BE PLANTED USING
TRIANGULAR PLANTING SCHEME. REFER TO PLANTING
SCHEDULE FOR ON-CENTER PLANTING DIMENSION.
PERENNIAL MIX SCHEDULE
SYMBOL QTY BOTANICAL NAME COMMON NAME CONT CAL SPACING REMARKS
PER A PERENNIAL MIX A
1 / 3 Stachys officinalis 'Hummelo'Alpine Betony 1gal 18" o.c.Well-rooted, healthy, full
1 / 3 Coreopsis verticillata 'Golden Showers'Golden Showers Coreopsis 1gal 18" o.c.Well-rooted, healthy, full
1 / 3 Sesleria autumnalis Autumn Moor Grass 1 gal 18" o.c.Well-rooted, healthy, full
PER B PERENNIAL MIX B
1/4 Achillea millefolium 'Saucy Deduction'Saucy Seduction Yarrow 1 gal 18" o.c.Well-rooted, healthy, full
1/4 Echinacea purpurea 'Pow Wow Wild White'White Coneflower 1 gal 18" o.c.Well-rooted, healthy, full
1/4 Salvia nemorosa 'Blue Hill'Blue Hill Garden Sage 1 gal 18" o.c.Well-rooted, healthy, full
1/4 Salvia nemorosa 'Wesuwe'Wesuwe Garden Sage 1 gal 18" o.c.Well-rooted, healthy, full
PER C PERENNIAL MIX C
1 / 3 Liatris spicata 'Kobold'Kobold Blazing Star 1 gal 18" o.c.Well-rooted, healthy, full
2 / 3 Calamintha nepeta spp. nepeta Lesser Calamint 1 gal 18" o.c.Well-rooted, healthy, full
RECOMMENDEDFOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILESCALECITY OF CARMEL
MONON TRAIL - URBAN SECTION
--
--
RUNDELL ERNSTBERGER ASSOCIATES
Landscape Architecture + Urban Design + Civil Engineering
618 East Market Street, Indianapolis, IN 46202
TE [317] 263.0127 FX [317] 263.2080
E-mail: reaindy@reasite.com
www.reasite.com
1436
N/A
7.25.2017
LANDSCAPE SCHEDULE, NOTES, & DETAILSLW
PA
LW
KO
1"=10'
L1.6
LANDSCAPE NOTES
1. NOTIFY OWNER/ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES BETWEEN
SPECIFICATIONS AND DRAWINGS, PRIOR TO THE BID DATE, AND/OR PRIOR
TO CONSTRUCTION.
2. LANDSCAPE ARCHITECT AND OWNER TO INSPECT ALL PLANT LOCATIONS
AND PLANT BED EDGES PRIOR TO INSTALLATION. THE LANDSCAPE
ARCHITECT RESERVES THE RIGHT TO ADJUST PLANT LOCATIONS ON-SITE.
ON-SITE ADJUSTMENTS WILL BE REQUIRED.
3. PLANT COUNTS INDICATED ON DRAWING ARE FOR LANDSCAPE
ARCHITECT'S USE ONLY. CONTRACTOR SHALL MAKE OWN PLANT QUANTITY
TAKE-OFFS USING DRAWINGS, SPECIFICATIONS, AND PLANTING SCHEDULE
REQUIREMENTS (I.E. SPACING) - UNLESS OTHERWISE DIRECTED BY
LANDSCAPE ARCHITECT. CONTRACTOR TO VERIFY BED MEASUREMENTS
AND INSTALL APPROPRIATE QUANTITIES AS GOVERNED BY PLANT SPACING
PER SCHEDULE. CONTRACTOR SHALL ACCOUNT FOR ALL SLOPES IN
MATERIAL QUANTITY CALCULATIONS.
4. IN CASE OF DISCREPANCIES BETWEEN THE PLANS AND PLANT LIST, THE PLAN
SHALL DICTATE. IF IN QUESTION, CONTACT THE LANDSCAPE ARCHITECT.
5. DO NOT MAKE SUBSTITUTIONS. IF SPECIFIED LANDSCAPE MATERIAL IS NOT
AVAILABLE, SUBMIT PROOF OF NON-AVAILABILITY TO LANDSCAPE
ARCHITECT TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL.
LANDSCAPE ARCHITECT RESERVES THE RIGHT TO DETERMINE MATERIAL
EQUIVALENCY.
6. THE CONTRACTOR SHALL INSTALL "TOPSOIL, AMENDED" IN ALL PROPOSED
PLANT BED AREAS AND ALL DISTURBED AREAS, SEE SOILS PLANS.
7. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING AND QUANTIFYING THE
EXISTENCE OF SUITABLE TOPSOIL - SEE SPECIFICATIONS FOR TOPSOIL
TESTING, AMENDING, AND STRIPPING AND STOCKPILING REQUIREMENTS.
THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE OWNER /
ARCHITECT WITH A TOPSOIL TEST ANALYSIS. IF SUITABLE TOPSOIL IS NOT
PRESENT ON SITE, THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING
TOPSOIL ACCORDING TO THE PLANS, DETAILS, AND SPECIFICATIONS.
TOPSOIL SHALL BE AMENDED TO BECOME "TOPSOIL, AMENDED" AND BE
TRANSITIONED INTO SUBGRADE ACCORDING TO LANDSCAPE DETAILS AND
SPECIFICATIONS.
8. THE EARTHWORK CONTRACTOR AND LANDSCAPE CONTRACTOR SHALL
COORDINATE THE PLACEMENT OF "TOPSOIL, AMENDED", PRIOR TO THE
OWNER / LANDSCAPE ARCHITECT VERIFYING THE EXISTENCE OF SUITABLE
TOPSOIL AND FINISH GRADE. THE OWNER / LANDSCAPE CONTRACTOR
SHALL VERIFY DEPTH OF PLANTING SOIL PRIOR TO PLANT INSTALLATION.
9. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER
FACILITIES AND EXISTING EXTERIOR PLANTS FROM DAMAGE CAUSED BY
PLANTING OPERATIONS. RECONDITION AND SOD ALL AREAS DISTURBED BY
CONSTRUCTION ACTIVITIES THAT ARE NOT TO RECEIVE OTHER SURFACE
TREATMENT (PRESERVED, RENOVATED AREAS, MULCH, GROUNDCOVER,
ETC).
10. PLANTS AND ALL OTHER MATERIALS TO BE STORED ON-SITE WILL BE PLACED
WHERE THEY WILL NOT CONFLICT WITH CONSTRUCTION OPERATIONS AND
AS DIRECTED BY THE OWNER.
11. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IN
WRITING PRIOR TO BID DATE OF ANY PLANTS THAT HE/SHE FEELS MAY NOT
SURVIVE TRANSPLANTING OPERATIONS OR IN LOCATIONS NOTED.
12. ALL PLANT BEDS TO RECEIVE "TOPSOIL, AMENDED" OVER SUITABLE SUBSOIL
DOWN TO DRAINAGE LAYER. SEE SOIL PLAN, DETAILS AND SPECIFICATIONS
FOR ADDITIONAL REQUIREMENTS.
13. PLANT BEDS TO RECEIVE 2" MIN. OF SHREDDED HARDWOOD MULCH
(UNLESS OTHERWISE NOTED) - SEE SPECIFICATIONS. THE USE OF COMPOST
MIXES IN PERENNIAL, ORNAMENTAL GRASS, AND GROUND COVER BEDS IS
ACCEPTABLE UPON WRITTEN APPROVAL BY OWNER/ARCHITECT.
14. ALL TREE PITS TO BE DUG IN ADVANCE OF PLANTING AND EACH TREE PIT TO
BE TESTED FOR ADEQUATE DRAINAGE. SEE SPECIFICATIONS FOR
INSTRUCTIONS ON HOW TO ADMINISTER THE TEST FOR RATE OF
PERCOLATION. PROVIDE DRY WELL IF DETERMINED NECESSARY BY
LANDSCAPE ARCHITECT - SEE SPECS.
15. AN APPROVED PRE-EMERGENT HERBICIDE SHALL BE APPLIED IN ALL
PLANTING AND GROUNDCOVER BEDS AT RATES SPECIFIED BY THE
MANUFACTURER FOR EACH VARIETY OF PLANT.
16. SEE PLANTING SCHEDULE & LANDSCAPE DETAILS FOR FURTHER
REQUIREMENTS.
17. REFER TO EROSION CONTROL PLANS, DETAILS, AND SPECS FOR ADDITIONAL
REQUIREMENTS.
18. REFER TO CIVIL & DRAINAGE PLANS FOR ALL UNDERGROUND PIPE
LOCATIONS.
4th StreetCycle Track (NB)estMidtown WestngMonon Boulevard (NB)Monon Boulevard (SB)Monon Cycle Track (NB)ggtgtgtgesnstgMidtown WestCWFSPM2" WATER METERBACKFLOW PREVENTERIN ENCLOSUREPUMP STATIONMASTER VALVEFLOW SENSORWIRELESS WEATHER SENSOR2" WATER TAP4th StreetCycle Track (NB)SEE SHEETS IR1.4 AND IR1.5FOR SILVA CELL IRRIGATION113.023.438.25QUICK COUPLERS1S2CAP MAINLINE AFTER BALL VALVE FOR FUTURE EXPANSIONCAP MAINLINE AFTER BALL VALVE FOR FUTURE EXPANSIONSEE DETAIL 8/IR1.6SAFE-T-COVER ENCLOSURE: #300-ALCONTROLLERRECOMMENDEDFOR APPROVALLANDSCAPE ARCHITECT DATEDESIGNED:CHECKED:DRAWN:CHECKED:SURVEY BOOK CONTRACTDESIGNATIONSHEETSofPROJECTBRIDGE FILESCALECITY OF CARMELMONON TRAIL - URBAN SECTION----Land Planning + Urban Design + Landscape Architecture618 East Market Street, Indianapolis, IN 46202TE [317] 263.0127 FX [317] 263.2080E-mail: reaindy@reasite.comwww.reasite.com1436N/A5.4.2017####SCALE: 1" = 10'0' 5' 10' 20'IRRIGATION PLANJDJDJZJD1"=10'IR1.1NORTHSEE SHEET IR1.2 - MATCH LINE 'A' STATION 22+17.50SYMBOLMANUFACTURER/MODELRAIN BIRD RD-12-P30-F SQ SERIESRAIN BIRD RD-12-P30-F 5 SERIES MPRRAIN BIRD RD-12-P30-F 8 SERIES MPRRAIN BIRD RD-12-P30-F 10 SERIES MPRRAIN BIRD RD-12-P30-F 12 SERIES MPRRAIN BIRD RVAN RD-4-SAM-P45RAIN BIRD XCZPGA-100-PRF W/WEATHERMATIC SLDEC1 DECODERRAIN BIRD PGA CONTROL VALVE W/WEATHERMATIS SLDEC1 DECODERRAIN BIRD 5RC QUICK COUPLER VALVEMATCO-NORCA 759T08 BRASS BALL VALVERAIN BIRD PEB 2" MASTER VALVEZURN 975XL-2 RPZ BACKFLOW PREVENTERIN SBBC-45AL HOT BOX ENCLOSUREWEATHERMATIC SL1600 UNLIMITED SUBSCRIPTION BUNDLE WITH FLOW - #SL1600-UNLIMITED-FLOW ALSO INCLUDE SLM24DM 2-WIRE MODULEMOUNT CONTROLLER ON EXTERIOR OF BACKFLOW/BOOSTER PUMP ENCLOSUREWEATHERMATIC SLGDT LIGHTNING ARRESTORWIRE PATH 1 - WEST SIDE OF MONON BLVD.WEATHERMATIC SLGDT LIGHTNING ARRESTORWIRE PATH 2 - EAST SIDE OF MONON BLVD.WEATHERMATIC SLW5 WEATHER SENSORWEATHERMATIC SLFSI-T15 1.5" FLOW SENSORMUNRO CP150B COMPLETE PRO 2 PUMP STATIONWATER METER 2" W/ 2" SERVICE LINEIRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21IRRIGATION MAINLINE: PVC CLASS 200 SDR 21WATER METER SERVICE LINE - 2"PIPE SLEEVE: PVC SCHEDULE 40UNLABELED SLEEVES = 2"CWFSPMVALVE NUMBERVALVE FLOWVALVE SIZEVALVE CALLOUT###"S1S2IRRIGATION SCHEDULECONTRACTOR SHALL REPAIR ANY EXISTING IRRIGATION COMPONENTSON PRIVATE PROPERTY THAT ARE BROKEN DURING CONSTRUCTION.
2nd Street Hotel & SpaHappy DogClayworksClarey Monon Boulevard (NB)Monon Boulevard (SB)Monon Cycle Track (NB)Cycle Track (NB)Cycle Track (NB)Cycle Track (NB)SEE SHEETS IR1.4 AFOR SILVA CELL IRR417.154.4910.1109.061124.01218.3COORDINATE MAINLINEWITH SILVA CELLSCOORDINATE MAINLINEWITH SILVA CELLSS1S2RECOMMENDEDFOR APPROVALLANDSCAPE ARCHITECT DATEDESIGNED:CHECKED:DRAWN:CHECKED:SURVEY BOOK CONTRACTDESIGNATIONSHEETSofPROJECTBRIDGE FILESCALECITY OF CARMELMONON TRAIL - URBAN SECTION----Land Planning + Urban Design + Landscape Architecture618 East Market Street, Indianapolis, IN 46202TE [317] 263.0127 FX [317] 263.2080E-mail: reaindy@reasite.comwww.reasite.com1436N/A5.4.2017####SCALE: 1" = 10'0' 5' 10' 20'IRRIGATION PLANJDJDJZJD1"=10'IR1.2NORTHSEE SHEET IR1.3 - MATCH LINE 'A' STATION 25+17.50SEE SHEET IR1.1 - MATCH LINE 'A' STATION 22+17.50SYMBOLMANUFACTURER/MODELRAIN BIRD RD-12-P30-F SQ SERIESRAIN BIRD RD-12-P30-F 5 SERIES MPRRAIN BIRD RD-12-P30-F 8 SERIES MPRRAIN BIRD RD-12-P30-F 10 SERIES MPRRAIN BIRD RD-12-P30-F 12 SERIES MPRRAIN BIRD RVAN RD-4-SAM-P45RAIN BIRD XCZPGA-100-PRF W/WEATHERMATIC SLDEC1 DECODERRAIN BIRD PGA CONTROL VALVE W/WEATHERMATIS SLDEC1 DECODERRAIN BIRD 5RC QUICK COUPLER VALVEMATCO-NORCA 759T08 BRASS BALL VALVERAIN BIRD PEB 2" MASTER VALVEZURN 975XL-2 RPZ BACKFLOW PREVENTERIN SBBC-45AL HOT BOX ENCLOSUREWEATHERMATIC SL1600 UNLIMITED SUBSCRIPTION BUNDLE WITH FLOW - #SL1600-UNLIMITED-FLOW ALSO INCLUDE SLM24DM 2-WIRE MODULEMOUNT CONTROLLER ON EXTERIOR OF BACKFLOW/BOOSTER PUMP ENCLOSUREWEATHERMATIC SLGDT LIGHTNING ARRESTORWIRE PATH 1 - WEST SIDE OF MONON BLVD.WEATHERMATIC SLGDT LIGHTNING ARRESTORWIRE PATH 2 - EAST SIDE OF MONON BLVD.WEATHERMATIC SLW5 WEATHER SENSORWEATHERMATIC SLFSI-T15 1.5" FLOW SENSORMUNRO CP150B COMPLETE PRO 2 PUMP STATIONWATER METER 2" W/ 2" SERVICE LINEIRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21IRRIGATION MAINLINE: PVC CLASS 200 SDR 21WATER METER SERVICE LINE - 2"PIPE SLEEVE: PVC SCHEDULE 40UNLABELED SLEEVES = 2"CWFSPMVALVE NUMBERVALVE FLOWVALVE SIZEVALVE CALLOUT###"S1S2IRRIGATION SCHEDULECONTRACTOR SHALL REPAIR ANY EXISTING IRRIGATION COMPONENTSON PRIVATE PROPERTY THAT ARE BROKEN DURING CONSTRUCTION.
Monon Boulevard (NB)1st Street SWMonon Cycle Track (NB)Cycle Track (NB)Old Town On The Monon Apartments (South) Old Town On The Monon Apartments (NortCommunity Green1st Street SWMonon Boulevard (SB)Cycle Track (NB)Cycle Track (NB)SEE SHEETS IR1.4 AND IR1.5FOR SILVA CELL IRRIGATIONSEE SHEETS IR1.4 AND IR1.5FOR SILVA CELL IRRIGATION417.154.469.99711.286.61325.1COORDINATE MAINLINEWITH SILVA CELLSS1S2CAP MAINLINE AFTER BALL VALVE FOR FUTURE EXPANSIONCAP MAINLINE AFTER BALL VALVE FOR FUTURE EXPANSIONEND WIRE PATH 1 IN VALVE BOX WITH LIGHTNING ARRESTOREND WIRE PATH 2 IN VALVE BOX WITH LIGHTNING ARRESTOR180°180°180°180°180°180°180°180°RECOMMENDEDFOR APPROVALLANDSCAPE ARCHITECT DATEDESIGNED:CHECKED:DRAWN:CHECKED:SURVEY BOOK CONTRACTDESIGNATIONSHEETSofPROJECTBRIDGE FILESCALECITY OF CARMELMONON TRAIL - URBAN SECTION----Land Planning + Urban Design + Landscape Architecture618 East Market Street, Indianapolis, IN 46202TE [317] 263.0127 FX [317] 263.2080E-mail: reaindy@reasite.comwww.reasite.com1436N/A5.4.2017####SCALE: 1" = 10'0' 5' 10' 20'-IRRIGATION PLANJDJDJZJD1"=10'IR1.3NORTHSEE SHEET IR1.2 - MATCH LINE 'A' STATION 25+17.50SYMBOLMANUFACTURER/MODELRAIN BIRD RD-12-P30-F SQ SERIESRAIN BIRD RD-12-P30-F 5 SERIES MPRRAIN BIRD RD-12-P30-F 8 SERIES MPRRAIN BIRD RD-12-P30-F 10 SERIES MPRRAIN BIRD RD-12-P30-F 12 SERIES MPRRAIN BIRD RVAN RD-4-SAM-P45RAIN BIRD XCZPGA-100-PRF W/WEATHERMATIC SLDEC1 DECODERRAIN BIRD PGA CONTROL VALVE W/WEATHERMATIS SLDEC1 DECODERRAIN BIRD 5RC QUICK COUPLER VALVEMATCO-NORCA 759T08 BRASS BALL VALVERAIN BIRD PEB 2" MASTER VALVEZURN 975XL-2 RPZ BACKFLOW PREVENTERIN SBBC-45AL HOT BOX ENCLOSUREWEATHERMATIC SL1600 UNLIMITED SUBSCRIPTION BUNDLE WITH FLOW - #SL1600-UNLIMITED-FLOW ALSO INCLUDE SLM24DM 2-WIRE MODULEMOUNT CONTROLLER ON EXTERIOR OF BACKFLOW/BOOSTER PUMP ENCLOSUREWEATHERMATIC SLGDT LIGHTNING ARRESTORWIRE PATH 1 - WEST SIDE OF MONON BLVD.WEATHERMATIC SLGDT LIGHTNING ARRESTORWIRE PATH 2 - EAST SIDE OF MONON BLVD.WEATHERMATIC SLW5 WEATHER SENSORWEATHERMATIC SLFSI-T15 1.5" FLOW SENSORMUNRO CP150B COMPLETE PRO 2 PUMP STATIONWATER METER 2" W/ 2" SERVICE LINEIRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21IRRIGATION MAINLINE: PVC CLASS 200 SDR 21WATER METER SERVICE LINE - 2"PIPE SLEEVE: PVC SCHEDULE 40UNLABELED SLEEVES = 2"CWFSPMVALVE NUMBERVALVE FLOWVALVE SIZEVALVE CALLOUT###"S1S2IRRIGATION SCHEDULECONTRACTOR SHALL REPAIR ANY EXISTING IRRIGATION COMPONENTSON PRIVATE PROPERTY THAT ARE BROKEN DURING CONSTRUCTION.
DRIP TUBING IN PERFORATED SLEEVE (TYP.)MononCycle Track (NB)Monon Boulevard (SB)MononCycle Track (NB)Monon Boulevard (SB)Cycle Track (NB)DRIP TUBING IN PERFORATED SLEEVE (TYP.)Sun KingMidtown WestHotel & SpaOld Town On The Monon Apartments (South) Carmel Clay Historical SocietyHappy DogClayworksClarey Midtown WestKingSun Ki1st Street SW4th StreetDRIP TUBING IN PERFORATED SLEEVE (TYP.)DRIP TUBING IN PERFORATED SLEEVE (TYP.)DRIP TUBING IN PERFORATED SLEEVE (TYP.)DRIP TUBING IN PERFORATED SLEEVE (TYP.)RECOMMENDEDFOR APPROVALLANDSCAPE ARCHITECT DATEDESIGNED:CHECKED:DRAWN:CHECKED:SURVEY BOOK CONTRACTDESIGNATIONSHEETSofPROJECTBRIDGE FILESCALECITY OF CARMELMONON TRAIL - URBAN SECTION----Land Planning + Urban Design + Landscape Architecture618 East Market Street, Indianapolis, IN 46202TE [317] 263.0127 FX [317] 263.2080E-mail: reaindy@reasite.comwww.reasite.com1436N/A5.4.2017####SCALE: 1" = 10'0' 5' 10' 20'SILVA CELL IRRIGATIONJDJDJZJD1"=10'IR1.4NORTHSILVA CELL IRRIGATION WEST1SILVA CELL IRRIGATION WEST2SILVA CELL IRRIGATION KEY MAPWEST 1WEST 2
DRIP TUBING IN PERFORATED SLEEVE (TYP.)Monon Boulevard (NB)1st StreeCycle Track (NB)1st StreeCycle Track (NB)DRIP TUBING IN PERFORATED SLEEVE (TYP.)Monon Boulevard (NB)1st Street SW2nd Street 4th StreetMonon Cycle Track (NB)Cycle Track (NB)Cycle Track (NB)Sun KingMidtown WestHotel & SpaOld Town On The Monon Apartments (South) Carmel Clay Historical SocietyHappy DogClayworksClarey Monon Boulevard (NB)Monon Boulevard (SB)Monon Cycle Track (NB)Monon Boulevard (NB)Monon Boulevard (SB)Monon Cycle Track (NB)Community GreenMidtown WestKingSun Ki1st Street SW4th StreetCycle Track (NB)Cycle Track (NB)Monon Boulevard (SB)Cycle Track (NB)Cycle Track (NB)Cycle Track (NB)Cycle Track (NB)DRIP TUBING IN PERFORATED SLEEVE (TYP.)DRIP TUBING IN PERFORATED SLEEVE (TYP.)DRIP TUBING IN PERFORATED SLEEVE (TYP.)DRIP TUBING IN PERFORATED SLEEVE (TYP.)RECOMMENDEDFOR APPROVALLANDSCAPE ARCHITECT DATEDESIGNED:CHECKED:DRAWN:CHECKED:SURVEY BOOK CONTRACTDESIGNATIONSHEETSofPROJECTBRIDGE FILESCALECITY OF CARMELMONON TRAIL - URBAN SECTION----Land Planning + Urban Design + Landscape Architecture618 East Market Street, Indianapolis, IN 46202TE [317] 263.0127 FX [317] 263.2080E-mail: reaindy@reasite.comwww.reasite.com1436N/A5.4.2017####SCALE: 1" = 10'0' 5' 10' 20'SILVA CELL IRRIGATIONJDJDJZJD1"=10'IR1.5NORTHSILVA CELL IRRIGATION EAST1SILVA CELL IRRIGATION EAST2SILVA CELL IRRIGATION KEY MAPEAST 1EAST 2
1'-5"1'-6"2'1'-6"WATER METERRPZ BACKFLOW PREVENTERQUICK COUPLER VALVEMUNRO COMPLETE PRO II PUMP STATIONMASTER VALVE IN 10" ROUND VBFLOW SENSOR IN 10" ROUND VBBALL VALVE IN 10" ROUND VBBOLLARDS (BY OTHERS)TO IRRIGATIONxMIN. 10X PIPEDIAMETER BETWEENMV AND FSxMIN. 5X PIPE DIAMETERAFTER FLOW SENSORBEFORE ANY FITTINGSOR CHANGE OFDIRECTIONSAFE-T-COVER ENCLOSURE: #300-ALINSIDE DIMENSIONS 22”X72”X38” TALL2" SUPPLY LINERECOMMENDEDFOR APPROVALLANDSCAPE ARCHITECT DATEDESIGNED:CHECKED:DRAWN:CHECKED:SURVEY BOOK CONTRACTDESIGNATIONSHEETSofPROJECTBRIDGE FILESCALECITY OF CARMELMONON TRAIL - URBAN SECTION----Land Planning + Urban Design + Landscape Architecture618 East Market Street, Indianapolis, IN 46202TE [317] 263.0127 FX [317] 263.2080E-mail: reaindy@reasite.comwww.reasite.com1436N/A5.4.2017####IRRIGATION DETAILSJDJDJZJDN.T.S.IR1.6QUICK COUPLER VALVE MODEL 5RC212345BRASS, THREADED BALL VALVE673WIRELESS WEATHER SENSOR11RAIN BIRD 1804 POP-UP SPRINKLER4PGA SERIES REMOTE-CONTROL VALVE1RAIN BIRD 1812 POP-UP SPRINKLER53" MIN.ONOFF1" LOW FLOW CONTROL ZONE KIT XCZ-LF-100-PRF12POINT OF CONNECTION EQUIPMENT LAYOUT8SMARTLINE CONTROLLER IN SLPED-ENC ENCLOSUREWeathermatic10PUMP AND BACKFLOW PREVENTER IN ENCLOSURE10
RECOMMENDEDFOR APPROVALLANDSCAPE ARCHITECT DATEDESIGNED:CHECKED:DRAWN:CHECKED:SURVEY BOOK CONTRACTDESIGNATIONSHEETSofPROJECTBRIDGE FILESCALECITY OF CARMELMONON TRAIL - URBAN SECTION----Land Planning + Urban Design + Landscape Architecture618 East Market Street, Indianapolis, IN 46202TE [317] 263.0127 FX [317] 263.2080E-mail: reaindy@reasite.comwww.reasite.com1436N/A5.4.2017####IRRIGATION DETAILSJDJDJZJDN.T.S.IR1.7Two-wire irrigation details:Two-wire notes:NOTES:CONTROLLER AS POSSIBLECOPPER CLAD GROUND ROD.5/8" DIA. x 8'-0" UL LISTEDTOP TO BE 6" BELOW GRADEAND LOCATED AS CLOSE TO (TYPICAL)GROUND ROD600' (200 m)2' EXPANSIONCOIL AT ALLSPLICESSLGDT SURGEARRESTOREVERY 600'TYPICALDECODERSLDEC2TERMINATE ANDGROUNDTWO WIRE PATHSLWIRE 14-2 OR 12-2SLDEC2SLGDTSLCONN8' COPPER CLADGROUND RODCADWELD#8 BARECOPPER WIRESLGDT6" VALVE BOX2-WIRE PATHSLCONNYELLOW POWERWIRERED MASTERVALVE WIRE(OPTIONAL)BLUE, FOURTH VALVEGREEN, THIRD VALVEYELLOW, SECOND VALVEORANGE, FIRST VALVEWHITE, VALVE COMMONWIRE SIZINGPOWER AND MASTER VALVE DETAIL703SLGDT SCHEMATIC04DECODER SCHEMATIC05SYSTEM REQUIREMENTS01GREENREDEARTH GROUNDBLACKBLACKREDTWO WIRE PATHSMARTWIRE WIRE PATH LAYOUT0206GROUNDING DETAIL