Phase 2 FInal Plan Set (Prj. No. 16-ENG-22 - Monon Blvd)HAMILTON CO.
C L A Y
27 26
25 30
36 31
34 35
1 6
3 2
24 19
22 23
29
32
5
20
U. S. 31
Guilford 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 - MONON BOULEVARD - PHASE 2
CITY OF CARMEL
MONON BOULEVARD - PHASE 2
PROJECT NO. 16-ENG-22
SHEET NO. DESIGNATION
HONORABLE JAMES BRAINARD, MAYOR
Know what'sbelow.
Call before you dig.
R
APPROVED BY: DATE
CITY ENGINEER
WFH
LMC/RTB
TEN
TEN
FINAL PLANS
MAY 1, 2018
DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANS PHASE 2
FILENAME : TITLESHT.dwg
DATE/USER : 4/30/2018 4:09 PM / LCOX
SPECTRUM
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
LEGEND
K Permeable Paver Pavement
(See REA - Site Layout Details - SD4.1 to SD4.51 for Details)
K1 Non-Permeable Paver Pavement
(See REA - Site Layout Details - SD4.1 to SD4.51 for Details)
B Sidewalk/Cycle Track/Landscaping
(See REA - Site Layout Details - SD4.1 to SD4.51 for Details)
C Curb, Granite, 12"
(See REA - Site Layout Details - SD4.1 to SD4.51 for Details)
C1 Curb, Granite, 6"
(See REA - Site Layout Details - SD4.1 to SD4.51 for Details)
A Sodding/Decomposed Granite/Landscaping
(See REA - Site Layout Details - SD4.1 to SD4.51 for Details)
Notes:
1. See Detailed Grading Sheets for Spot Elevations and Profile Sheets
for Additional Information on Profile Grades and Location of Profile
Grades.
2. Refer to REA Construction Plans for Pavement, Curb, Sidewalk and
Landscaping Typical Sections, Dimensions, Locations, Materials,
Details, Etc.
3. Refer to REA Site Layout Plans and Soil Plans for Excavation Limits
and Details within the Median.
4. Refer to REA Construciton Plans for Grading Details of Play Area:
-- Sta. 13+78.62 "M" to 14+65.62 "M"
5. Refer to Detailed Grading Plans (Sheet 19) and Site Layout Plan
(Sheets SD3.1-SD3.8) and Details (Sheets SD4.1-SD4.51) for
Intersection Grading and Details.
-- Sta. 9+93.12 "M" to 10+65.18 "M"
Phase 2 Limits
Prop. R/W - 140'
26'-0" 1'-0"
10'-0"
K
0'-6"
2%
4:1 Max
0'-6" 1'-0" 26'-0"
0.5% to 2%
2%
0.5% to 3%
10'-0"
TYPICAL CROSS SECTION A
STA. 10+98.64 to 11+54.53 "M"
STA. 16+28.49 to 16+88.10 "M"
* Monon Trail Cross-Slope Transitions:
- STA. 10+65.18 to 10+98.64 "M"
- STA. 11+54.53 to 12+33.53 "M"
- STA. 15+78.24 to 16+28.49 "M"
2%
0'-0" to 8'-0"
11'-0" to 19'-0" Varies
Varies
0'-0" to 8'-0" 24'-6" to 32'-6"
Varies Varies
Soil Cells
(Refer to Soil Cell Plans
for Limits, Locations and
Details) Soil Cells
(Refer to Soil Cell Plans
for Limits, Locations and
26'-0"
4:1 Max
26'-0"
TYPICAL CROSS SECTION B
Phase 2 Limits
Line "M"
Varies
Line "Monon"
Grade As Shown On
Profile - Line "Monon"
4:1 Max
Line "Walk"
Grade As Shown On
Profile - Line "Walk"
2% *
2%
26'-0"
4:1 Max
26'-0"
TYPICAL CROSS SECTION C
STA. 24+35.40 to 26+88.73 "M"
Phase 2 Limits
Line "M"
Varies
Line "Monon"
Grade As Shown On
Profile - Line "Monon"
4:1 Max
Line "Walk"
Grade As Shown On
Profile - Line "Walk"
0.5% to 2%
2%
13'-6"
TYPICAL CROSS SECTION D
STA. 27+61.80 to 27+99.85 "M"
STA. 28+09.85 to 28+49.85 "M"
STA. 28+59.85 to 28+99.85 "M"
STA. 29+15.17 to 29+55.17 "M"
STA. 29+65.17 to 30+16.42 "M"
Phase 2 Limits
Line "Monon"
Grade As Shown On
Profile - Line "Monon"
Proposed Monon Trail
4:1 Max
Grade to Existing Toe
of Ditch
2%
Varies
5'-0" to 7'-0"
13'-6"
TYPICAL CROSS SECTION E
STA. 27+99.85 to 28+09.85 "M"
STA. 28+49.85 to 28+59.85 "M"
STA. 28+99.85 to 29+15.17 "M"
STA. 29+55.17 to 29+65.17 "M"
Phase 2 Limits
Line "Monon"
Grade As Shown On
THE MELINDA M. STIRSMAN
REVOCABLE TRUST
Line "A"
MONON TRAIL
Sec. 25, T18N, R3E
Clay Township
Hamilton County
App PL
Sec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
XEBEC ENTERPRISES LLC PEDCOR INVESTMENTS 1988 III LP
PEDCOR INVESTMENTS 1988 III LP
PEDCOR INVESTMENTS 1988 III LP
PEDCOR INVESTMENTS 1988 III LP
CITY OF CARMEL
SOUTH CONSTRUCTION
COMPANY INC
SOUTH CONSTRUCTION
COMPANY INC
MIDTOWN EAST BLOCK 3 LLC
MOHAWK LP
VILLAGE HOUSING
CORPORATION
VILLAGE HOUSING
CORPORATION
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MONON TRAIL
MONON TRAIL
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App PL
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Line "A"
3+00
4+00
5+00
6+00
7+00
8+00
9+00
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 PROPERTY
DEVELOPMENT 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 LLC
BRE II LLC
RAIDERS
INVESTMENTS
LLC
MIDTOWN EAST
BLOCK I LLC
MIDTOWN EAST
BLOCK 2 LLC
CARMEL
REDEVELOPMENT
AUTHORITY
CARMEL REDEVELOPMENT AUTHORITY
SOUTH CONSTRUCTION COMPANY INC
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MONON TRAIL
MONON TRAIL
MONON TRAIL
MONON TRAIL
1st ST SW
W MAIN ST
1st ST NW
8+00
9+00
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
20+00
21+00
22+00
23+00
24+00
25+00
26+00
27+00
28+00
29+00
30+00
31+00
32+00
33+00
6th ST SW
ELM STREET
PHASE I
MIDTOWN PLAZA
2nd ST SW
Phase I -
SB Monon Blvd. Roadway, On-Street Parking, and Cycle Track
-- Sta. 10+65 "M" to 19+65 "M"
--
Intersections: 6th Street SW Up Through 9" PCCP
-
Monon Trail Area
-- Sta. 27+38 "M" to 30+16 "M"
-
Monon Trail, Walk Path and All Other Median Work
--
Sta. 20+15 "M" to 27+09 "M"
- All Water Main Installation
Phase II
- NB Monon Blvd. Roadway, On-Street Parking, and Cycle Track
--
Sta. 10+65 "M" to 19+65 "M"
--
Intersections: All Remaining Work for 6th Street SW
- Monon Trail, Walk Path and All Other Median Work
--
Sta. 10+39 "M" to 19+92 "M"
- 6th Street SW Plaza Area and Connection to Existing Monon Trail
PHASE I
8+00
8+00
9+00
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
20+00
21+00
22+00
23+00
24+00
25+00
26+00
27+00
28+00
29+00
30+00
31+00
32+00
33+00
8+00
9+00
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
20+00
21+00
22+00
23+00
24+00
25+00
26+00
27+00
28+00
29+00
30+00
31+00
32+00
33+00
MONON TRAIL
MONON TRAIL
MONON TRAIL
1st ST SW
W MAIN ST
1st ST NW
6th ST SW
Elm Street
MONON TRAIL
1st ST SW
W MAIN ST
1st ST NW
6th ST SW
Elm Street
PLAN 4 PEDESTRIAN DETOUR
2nd ST SW
MONON BLVD SB MONON BLVD SB
MONON BLVD NB
MONON BLVD NB
PEDESTRIAN PATH
PLAN 4 PEDESTRIAN DETOUR
MIDTOWN PLAZA
(BY OTHERS)
8+00
9+00
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
20+00
21+00
22+00
23+00
24+00
25+00
26+00
27+00
28+00
29+00
30+00
31+00
32+00
33+00
8+00
9+00
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
20+00
21+00
22+00
23+00
24+00
25+00
26+00
DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANS PHASE 2
FILENAME : LCRS_MONON BLVD..dwg
DATE/USER : 4/24/2018 9:53 AM / LCOX
MAY 5, 2017
Development Consultants
Transportation &
May 5, 2017
Development Consultants
Transportation &
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6th ST SW
10+00
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LINE M
PEDCOR INVESTMENTS
1988 III LP
MIDTOWN EAST
BLOCK 3 LLC
MONON BOULEVARD SB
MONON BOULEVARD NB
REMOVE PIPE AND END SECTION
REMOVE EXISTING FENCE
REMOVE EXISTING FENCE
N0°53'01"W
SOIL CELLS SEE REA
PLANS SHEETS
SD5.1-SD5.7 FOR DETAIL
SOIL CELLS SEE REA
PLANS SHEETS
SD5.1-SD5.7 FOR DETAIL
PROPOSED MONON TRAIL
PROPOSED WALKING PATH
NB CYCLE TRACK
EXISTING STRUCTURE.
ADJUST CASTING TO GRADE
70' PROP. R/W
70' PROP. R/W
BEGIN CONSTRUCTION
9+58.13 "LINE M"
EX. MONON
TRAIL
DUKE TRANSMISSION
DUCT INSTALLATION TO BE
COMPLETED BY CITY OF
CARMEL PRJ# 17-ENG-01.
CONSTR. LIMITS
CONSTR. LIMITS
CONSTR. LIMITS
Str. No. 605, +91 "M"
Storm Cleanout, Type 'I'
Str. No. EX1A, +07 "M"
Existing Manhole. Adjust
Casting to Grade.
Str. No. 600B, +07 "M"
Manhole Type 'C-4' Str. No. 601A, +91 "M"
Storm Cleanout, Type 'I'
Str. No. 600C, +74 "M"
END SECTION
Str. No. 600A, +08 "M"
Inlet Type 'E-7'
COORDINATE WITH DUKE ENERGY
FOR RELOCATION OF EXISTING
POWER POLE AND GUY WIRES.
REMOVE EX. TREES
EXISTING TREES TO BE
REMOVED BY OTHERS
REMOVE EX. TREES
App PL
Sec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
MIDTOWN EAST BLOCK 3 LLC
MONON BOULEVARD NB
MONON BOULEVARD SB
12+00
13+00
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PEDCOR INVESTMENTS 1988 III LP
LINE M
EX. MONON TRUNK LINE
PEDCOR INVESTMENTS 1988 III LP
SOIL CELLS SEE REA
PLANS SHEETS
SD5.1-SD5.7 FOR DETAIL
SOIL CELLS SEE REA
PLANS SHEETS
SD5.1-SD5.7 FOR DETAIL
SOIL CELLS SEE REA PLANS
SHEETS SD5.1-SD5.7 FOR DETAIL
SOIL CELLS SEE REA PLANS
SHEETS SD5.1-SD5.7 FOR
DETAIL
SOIL CELLS SEE REA PLANS
SHEETS SD5.1-SD5.7 FOR
DETAIL
SOIL CELLS SEE REA PLANS
SHEETS SD5.1-SD5.7 FOR
DETAIL
7' LFT WIDE TRENCH
BOTTOM ON STONE=823.17
7' LFT WIDE TRENCH
BOTTOM ON STONE=823.17
5' LFT WIDE TRENCH
BOTTOM ON STONE=822.00
7' LFT WIDE TRENCH
BOTTOM ON STONE=822.00
REMOVE
EXISTING
FENCE
N0°53'01"W
PROPOSED WALKING PATH
PROPOSED MONON TRAIL
EXISTING MANHOLE
ADJUST TO GRADE
MECHANICALLY CORE TO
CONNECT PROPOSED PIPES
70' PROP. R/W
70' PROP. R/W
70' PROP. R/W 70' PROP. R/W
NB CYCLE TRACK
PEDCOR INVESTMENTS 1988 III LP
PEDCOR INVESTMENTS
1988 III LP
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Sec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
MIDTOWN EAST BLOCK 3 LLC
MONON BOULEVARD SB
MONON BOULEVARD NB
N0°53'01"W
15+00
16+00
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LINE M
EX. MONON TRUNK LINE
SOIL CELLS SEE REA PLANS
SHEETS SD5.1-SD5.7 FOR
DETAIL
SOIL CELLS SEE REA PLANS
SHEETS SD5.1-SD5.7 FOR
DETAIL
SOIL CELLS SEE REA PLANS
SHEETS SD5.1-SD5.7 FOR DETAIL
SOIL CELLS SEE REA PLANS
SHEETS SD5.1-SD5.7 FOR
DETAIL
SOIL CELLS SEE REA PLANS
SHEETS SD5.1-SD5.7 FOR
DETAIL
SOIL CELLS SEE REA PLANS
SHEETS SD5.1-SD5.7 FOR
DETAIL
7' LFT WIDE TRENCH
BOTTOM ON STONE=827.17
6' LFT WIDE TRENCH
BOTTOM ON STONE=827.17
7' LFT WIDE TRENCH
BOTTOM ON STONE=823.72
PROPOSED WALKING PATH
PROPOSED MONON TRAIL
REMOVE EX. FENCE
REMOVE EXISTING FENCE REMOVE EX. FENCE
SOIL CELLS SEE REA PLANS
SHEETS SD5.1-SD5.7 FOR
DETAIL
SEE REA PLANS FOR
DRIVE APPROACH DETAIL
70' PROP. R/W 70' PROP. R/W
70' PROP. R/W 70' PROP. R/W
PLAYGROUND AREA (SEE REA PLANS)
CONTRACTOR TO ABANDON STRUCTURE. PLUG
36"∅ HOLE (E), REMOVE EXISTING CASTING AND
PRE-CAST LID, AND CAST-IN-PLACE NEW FLAT
S
CITY OF CARMEL
MIDTOWN EAST
BLOCK I LLC
SOUTH CONSTRUCTION
COMPANY INC CARMEL REDEVELOPMENT AUTHORITY
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ELM STREET
Sec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
MONON BOULEVARD SB
MONON BOULEVARD NB
N0°53'01"W
18+00
19+00
SEE PRJ.
NO.
16-ENG-31
PLANS
Exist. 37.5' R/W
MBI MIDTOWN WEST LLC
LINE M
EX. MONON TRUNK LINE
SEE PRJ.
NO.
16-ENG-101
PLANS
PHASE I
PHASE I
ELM STREET
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SOIL CELLS SEE REA PLANS
SHEETS SD5.1-SD5.7 FOR
DETAIL
SOIL CELLS SEE REA PLANS
SHEETS SD5.1-SD5.7 FOR
DETAIL
SOIL CELLS SEE REA PLANS
SHEETS SD5.1-SD5.7 FOR
DETAIL
SOIL CELLS SEE REA PLANS
SHEETS SD5.1-SD5.7 FOR
DETAIL
SOIL CELLS SEE REA PLANS
SHEETS SD5.1-SD5.7 FOR
DETAIL
SOIL CELLS SEE REA PLANS
SHEETS SD5.1-SD5.7 FOR
DETAIL
6' LFT WIDE TRENCH
BOTTOM ON STONE=827.17
2' LFT WIDE TRENCH
G
RAIDERS
INVESTMENTS
LLC
CARMEL
REDEVELOPMENT
AUTHORITY
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Sec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
MIDTOWN EAST
BLOCK I LLC
MONON BOULEVARD SB
MONON BOULEVARD NB
N0°53'01"W
21+00
22+00
4th ST SW
EX. MONON TRUNK LINE
PHASE I
MIDTOWN CARMEL CAPITAL PARTNERS LLC
Exist. 37.5' R/W
MIDTOWN PLAZA PHASE IB TO
BE CONSTRUCTED BY OTHERS
LINE M
PHASE I
MIDTOWN PLAZA PHASE IB TO
BE CONSTRUCTED BY OTHERS
PHASE I PHASE I
PHASE I
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SEE PRJ.
NO.
16-ENG-101
PLANS
4th ST SW
SEE PRJ. NO.
16-ENG-31
PLANS
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SOIL CELLS SEE REA PLANS
SHEETS SD5.1-SD5.7 FOR
DETAIL
SOIL CELLS SEE REA PLANS
SHEETS SD5.1-SD5.7 FOR
DETAIL
PROPOSED WALKING PATH
PROPOSED MONON TRAIL
EXISTING STRUCTURE
NO CHANGE
EXISTING STRUCTURE
NO CHANGE
EXISTING CLEANOUT
NO CHANGE
2nd ST SW
MATT AND RACHEL LLC CARMEL CLAY HISTORICAL SOCIETY
OLD TOWN ASSOCIATES LLC
BRE II LLC
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MATT AND RACHEL LLC
Sec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
EX. MONON BOULEVARD SB
EX. MONON BOULEVARD NB
N0°53'01"W
24+00
25+00
C.P. #228
EX. MONON TRUNK LINE
LINE M
PHASE I
PHASE I
PHASE I
PHASE I
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OLD TOWN ASSOCIATES LLC
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SOIL CELLS SEE REA PLANS
SHEETS SD5.1-SD5.7 FOR
DETAIL
SOIL CELLS SEE REA PLANS
SHEETS SD5.1-SD5.7 FOR
DETAIL
PROPOSED WALKING PATH
PROPOSED MONON TRAIL
REMOVE
EX. FENCE
EXISTING MANHOLE
PLUG 12" INV (NE)
REMOVE EXISTING INLET AND PIPE
EXISTING INLET
NO CHANGE
REMOVE EX. FENCE
EX. STRUCTURE
CONNECT UNDERDRAINS AND ADJUST CASTING TO GRADE
REMOVE EX. FENCE
REMOVE EX. TREES
EXISTING INLET
NO CHANGE
EXISTING MANHOLE
NO CHANGE
EXISTING CLEANOUT
NO CHANGE
1st ST SW
12156 MERIDIAN
ASSOCIATES LLC
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CARMEL CLAY HISTORICAL SOCIETY
OLD TOWN ASSOCIATES LLC
Sec. 25, T18N, R3E
Clay Township
Hamilton County
EX. MONON BOULEVARD NB
N0°53'01"W
27+00
28+00
EX. MONON TRUNK LINE
LINE M
PRESERVE AND PROTECT EXISTING LIGHT POLE
PHASE I
PHASE I
PHASE I
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Sec. 25, T18N, R3E
Clay Township
Hamilton County
OLD TOWN ASSOCIATES LLC
App. Exist. R/W
EX. MONON BOULEVARD SB
PROPOSED WALKING PATH
PROPOSED MONON TRAIL
EX. MONON TRUNK LINE
EXISTING CLEANOUT
NO CHANGE
EXISTING CLEANOUT
NO CHANGE
REMOVE EX. TREE
REMOVE EX. TREES
PROPOSED MONON TRAIL
PROP. R/W PROP. R/W
PROP. R/W PROP. R/W
EX. MONON TRAIL
ABANDONED CARMEL COMMUNICATIONS
FIBER OPTIC LINES TO BE REMOVED IF
ENCOUNTERED. COORDINATE WITH CARMEL
COMMUNICATIONS PRIOR TO WORK.
APPROXIMATE LOCATION OF RELOCATED
CARMEL COMMUNICATIONS FO LINES BY
PHASE I CONTRACTOR. FIELD VERIFY
LOCATION AND COORDINATE WITH CARMEL
COMMUNICATIONS.
EXISTING STRUCTURE
ADJUST CASTING TO GRADE
EXISTING INLETS
NO CHANGE
EXISTING CLEANOUT
NO CHANGE
MAIN ST
12156 MERIDIAN
ASSOCIATES LLC
R AND M BURGERS LLC
CARMEL LOFTS LLC
OLD TOWN ASSOCIATES LLC
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Sec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
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EX. MONON BOULEVARD SB
N0°53'01"W
30+00
31+00
C.P.#100
LINE M
EXISTING WALL TO REMAIN
PHASE I
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PRESERVE AND PROTECT
TREES. INSTALL TREE
PRESERVATION FENCE
PROPOSED MONON TRAIL
EX. MONON TRUNK LINE
EXISTING CLEANOUT
NO CHANGE
PROP. R/W PROP. R/W
EX. MONON TRAIL
EXISTING INLETS
NO CHANGE
EX. STRUCTURE
NO CHANGE
EX. STRUCTURE
NO CHANGE
EX. MONON TRAIL
END CONSTRUCTION
30+16.42 "LINE M"
CONSTR. LIMITS
CONSTR. LIMITS
CONSTR. LIMITS
CONTROL POINT 244 (MAG NAIL FND. FLUSH) - O.P.O.T. 14+18.96, 5.38'(R) LINE "A"
N = 720826.2989
E = 8322.5348
MONON
(2)
(3)
(4) C.P. 244
(1) TOP NUT OF HYDRANT, 132.52'
(2) MAG NAIL SET UP 2.5' N. SIDE PP#192-448, 30.51'
(3) CUT "X" N. BONNET BOLT OF HYDRANT, 129.76'
10+00
MOHAWK LP
App. Exist. R/W
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
MONON TRAIL
WALK PATH
GRADE BREAK
GRADING LEGEND
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANS PHASE 2
FILENAME : DETAIL GRADING PLAN.dwg
DATE/USER : 4/30/2018 2:11 PM / LCOX
1"=10'
1"=10'
DETAIL GRADING PLAN 19
MATCH LINE 11+00 'M'
12+00
13+00
PEDCOR INVESTMENTS 1988 III LP
MIDTOWN EAST BLOCK 3 LLC
MIDTOWN EAST BLOCK 3 LLC MIDTOWN EAST BLOCK 3 LLC
Sec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
App. Exist. R/W App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
LINE M LINE M
70' PROP. R/W 70' PROP. R/W 70' PROP. R/W
70' PROP. R/W 70' PROP. R/W
GRADE BREAK
GRADE BREAK
MONON TRAIL
MONON TRAIL
WALK PATH
WALK PATH
GRADE BREAK
GRADING LEGEND
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANS PHASE 2
FILENAME : DETAIL GRADING PLAN.dwg
DATE/USER : 4/30/2018 2:11 PM / LCOX
1"=10'
1"=10'
DETAIL GRADING PLAN 20
MATCH LINE 11+00 'M'
MATCH LINE 14+00 'M'
15+00
16+00
PEDCOR INVESTMENTS 1988 III LP
PEDCOR INVESTMENTS
1988 III LP
MIDTOWN EAST BLOCK 3 LLC
Sec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
App. Exist. R/W
App. Exist. R/W
LINE M LINE M LINE M
70' PROP. R/W
70' PROP. R/W 70' PROP. R/W
70' PROP. R/W
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
*
MONON TRAIL
MONON TRAIL
WALK PATH
WALK PATH
GRADING LEGEND
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANS PHASE 2
FILENAME : DETAIL GRADING PLAN.dwg
DATE/USER : 4/30/2018 2:11 PM / LCOX
1"=10'
1"=10'
DETAIL GRADING PLAN 21
MATCH LINE 17+00 'M'
MATCH LINE 14+00 'M'
SS
App. Exist. R/W
App. Exist. R/W
MONON BOULEVARD SB
MONON TRAIL
MONON BOULEVARD NB
LINE M
18+00
19+00
CITY OF CARMEL
MIDTOWN EAST
BLOCK I LLC
SOUTH CONSTRUCTION
COMPANY INC CARMEL REDEVELOPMENT AUTHORITY
MBI MIDTOWN WEST LLC
Sec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
App. Exist. R/W
Exist. 37.5' R/W
App. Exist. R/W
LINE M
70' PROP. R/W 70' PROP. R/W
70' PROP. R/W
70' PROP. R/W
*
ELM STREET
MONON TRAIL
WALK PATH
WALK PATH
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADING LEGEND
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
GG
MONON TRAIL
App. Exist. R/W
App. Exist. R/W
App PL
MONON BOULEVARD SB
MONON TRAIL
MONON BOULEVARD NB
Sec. 25, T18N, R3E
Clay Township
Hamilton County
ELM STREET
LINE M LINE M
21+00
22+00
Sec. 25, T18N, R3E
Clay Township
Hamilton County
RAIDERS
INVESTMENTS
LLC
CARMEL
REDEVELOPMENT
AUTHORITY
MIDTOWN EAST
BLOCK I LLC
MIDTOWN CARMEL CAPITAL PARTNERS LLC
App. Exist. R/W
Exist. 37.5' R/W
App. Exist. R/W
LINE M
70' PROP. R/W 70' PROP. R/W 70' PROP. R/W
WALK PATH
WALK PATH
GRADING LEGEND
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANS PHASE 2
2nd ST SW
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App PL
App PL
MONON BOULEVARD SB
MONON TRAIL
MONON BOULEVARD NB
MONON BOULEVARD NB
MONON BOULEVARD SB
App. Exist. R/W
LINE M LINE M LINE M
24+00
25+00
Sec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
MATT AND RACHEL LLC
CARMEL CLAY HISTORICAL SOCIETY
OLD TOWN ASSOCIATES LLC
BRE II LLC
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
PROP. R/W PROP. R/W PROP. R/W
WALK PATH
WALK PATH
GRADE BREAK
GRADING LEGEND
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANS PHASE 2
FILENAME : DETAIL GRADING PLAN.dwg
1st ST SW
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
MONON BOULEVARD SB
MONON BOULEVARD SB
MONON TRAIL
MONON TRAIL
MONON BOULEVARD NB
1st ST SW
LINE M
27+00
28+00
Sec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
12156 MERIDIAN
ASSOCIATES LLC
CARMEL CLAY HISTORICAL SOCIETY
OLD TOWN ASSOCIATES LLC
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
PROP. R/W
PROP. R/W PROP. R/W
WALK PATH
GRADING LEGEND
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANS PHASE 2
FILENAME : DETAIL GRADING PLAN.dwg
DATE/USER : 4/30/2018 2:11 PM / LCOX
MAIN ST
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App PL
App. Exist. R/W
MONON BOULEVARD SB
MONON TRAIL
MONON BOULEVARD NB
MONON TRAIL
MONON TRAIL
MAIN ST
LINE M
30+00
31+00
Sec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
12156 MERIDIAN
ASSOCIATES LLC
R AND M BURGERS LLC
CARMEL LOFTS LLC
OLD TOWN ASSOCIATES LLC
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
LINE M
PROP. R/W PROP. R/W
GRADE BREAK
GRADING LEGEND
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANS PHASE 2
PROPOSED
LEGEND
EXISTING
Storm Manhole
Gas Line
Storm Inlets
Sanitary Manhole
Gas Valve
Gas Meter
Sanitary Cleanout
Water Line
Water Valve
Fire Hydrant
Sprinkler
Electric Line
Power Pole w/(Riser)
Light & Power Pole
Light & Power Pole w/Riser
Water Meter
Light Pole
Guy Wire
Electric Box
Fiber Optic Line
Telephone Line
Telephone Manhole
Cable TV Line
Cable TV Box
Telephone Riser
Utility Manhole
Wood Fence
Iron Pin
Sign
Flag Pole
Bush
Tree Trunk
Deciduous Tree
Coniferous Tree
Overhead Utility Line
Wood Fence
Wire Fence
Chainlink Fence
Iron Fence
Irr. Valve
Mailbox
TBM #251 - MagNail Fnd, Flush, In East Edge
of Ex. Monon Trail
Sta. 16+49.43 "M", 2.96' Rt., Elev. = 830.58'
TBM #403 - Top of NW Corner of Conc Retaining Wall.
Sta. 30+19.51 "M", 18.14' Rt., Elev. = 828.85'
TBM #404 - Top of SW Corner of Conc Porch for Apt. 1B.
Sta. 26+66.51 "M", 82.89' Rt., Elev. = 828.77'
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 1
PROPOSED
LEGEND
EXISTING
Storm Manhole
Gas Line
Storm Inlets
Sanitary Manhole
Gas Valve
Gas Meter
Sanitary Cleanout
Water Line
Water Valve
Fire Hydrant
Sprinkler
Electric Line
Power Pole w/(Riser)
Light & Power Pole
Light & Power Pole w/Riser
Water Meter
Light Pole
Guy Wire
Electric Box
Fiber Optic Line
Telephone Line
Telephone Manhole
Cable TV Line
Cable TV Box
Telephone Riser
Utility Manhole
Wood Fence
Iron Pin
Sign
Flag Pole
Bush
Tree Trunk
Deciduous Tree
Coniferous Tree
Overhead Utility Line
Wood Fence
Wire Fence
Chainlink Fence
Iron Fence
Irr. Valve
Mailbox
TBM #251 - MagNail Fnd, Flush, In East Edge
of Ex. Monon Trail
Sta. 16+49.43 "M", 2.96' Rt., Elev. = 830.58'
TBM #403 - Top of NW Corner of Conc Retaining Wall.
Sta. 30+19.51 "M", 18.14' Rt., Elev. = 828.85'
TBM #404 - Top of SW Corner of Conc Porch for Apt. 1B.
Sta. 26+66.51 "M", 82.89' Rt., Elev. = 828.77'
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 1
PROPOSED
LEGEND
EXISTING
Storm Manhole
Gas Line
Storm Inlets
Sanitary Manhole
Gas Valve
Gas Meter
Sanitary Cleanout
Water Line
Water Valve
Fire Hydrant
Sprinkler
Electric Line
Power Pole w/(Riser)
Light & Power Pole
Light & Power Pole w/Riser
Water Meter
Light Pole
Guy Wire
Electric Box
Fiber Optic Line
Telephone Line
Telephone Manhole
Cable TV Line
Cable TV Box
Telephone Riser
Utility Manhole
Wood Fence
Iron Pin
Sign
Flag Pole
Bush
Tree Trunk
Deciduous Tree
Coniferous Tree
Overhead Utility Line
Wood Fence
Wire Fence
Chainlink Fence
Iron Fence
Irr. Valve
Mailbox
TBM #251 - MagNail Fnd, Flush, In East Edge
of Ex. Monon Trail
Sta. 16+49.43 "M", 2.96' Rt., Elev. = 830.58'
TBM #403 - Top of NW Corner of Conc Retaining Wall.
Sta. 30+19.51 "M", 18.14' Rt., Elev. = 828.85'
TBM #404 - Top of SW Corner of Conc Porch for Apt. 1B.
Sta. 26+66.51 "M", 82.89' Rt., Elev. = 828.77'
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 1
S
16+00
17+00
18+00
19+00
20+00
Line "M"
Line "A"
Line "P-SB"
N0°53'01"W
N0°53'01"W
N0°52'38"W
END STATION
P.O.T. 19+65.58 "P-SB"
= O.P.O.T. 26+53.73, 21.98' Lt. "LINE A"
= O.P.O.T. 19+65.58, 27.00' Lt. "LINE M"
+23.7, 21.5', MNS
+44.9, 49.1', Storm M.H.
+11.8, 7.4', Tele Box
+10.2, 9.6', Tele Box
+10.2, 13.7', Tele Box
+11.6, 9.3', F/O Marker
+06.7, 2.7', F/O Marker
+03.2, 9.9', Tele Box
+68.8, 56.8', THH
(one-story bldg)
PEDCOR INVESTMENTS 1988 III LP
PEDCOR INVESTMENTS
1988 III LP
CITY OF CARMEL
MIDTOWN EAST
BLOCK I LLC
SOUTH CONSTRUCTION
(grass)
(bldg)
(bldg)
Cellular
Tower
(grass)
(grass)
(conc)
(conc)
(conc)
(conc foundation)
(asph)
(asph)
(bldg)
(asph)
(asph)
(asph)
(asph)
(asph)
(conc)
(conc)
(one-story barn)
(one-story barn)
(one-story barn)
(grass)
(stone)
(stone)
PROPOSED
LEGEND
EXISTING
Storm Manhole
Gas Line
Storm Inlets
Sanitary Manhole
Gas Valve
Gas Meter
Sanitary Cleanout
Water Line
Water Valve
Fire Hydrant
Sprinkler
Electric Line
Power Pole w/(Riser)
Light & Power Pole
Light & Power Pole w/Riser
Water Meter
Light Pole
Guy Wire
Electric Box
Fiber Optic Line
Telephone Line
Telephone Manhole
Cable TV Line
Cable TV Box
Telephone Riser
Utility Manhole
Wood Fence
Iron Pin
Sign
Flag Pole
Bush
Tree Trunk
Deciduous Tree
Coniferous Tree
Overhead Utility Line
Wood Fence
Wire Fence
Chainlink Fence
Iron Fence
Irr. Valve
Mailbox
TBM #251 - MagNail Fnd, Flush, In East Edge
of Ex. Monon Trail
Sta. 16+49.43 "M", 2.96' Rt., Elev. = 830.58'
TBM #403 - Top of NW Corner of Conc Retaining Wall.
Sta. 30+19.51 "M", 18.14' Rt., Elev. = 828.85'
TBM #404 - Top of SW Corner of Conc Porch for Apt. 1B.
Sta. 26+66.51 "M", 82.89' Rt., Elev. = 828.77'
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 1
TBM #251 - MagNail Fnd, Flush, In East Edge
of Ex. Monon Trail
Sta. 16+49.43 "M", 2.96' Rt., Elev. = 830.58'
TBM #403 - Top of NW Corner of Conc Retaining Wall.
Sta. 30+19.51 "M", 18.14' Rt., Elev. = 828.85'
TBM #404 - Top of SW Corner of Conc Porch for Apt. 1B.
Sta. 26+66.51 "M", 82.89' Rt., Elev. = 828.77'
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 1
2 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)
All R/W and Topo from Line "M" Unless Noted Otherwise
S
15+00
16+00
17+00
18+00
19+00
N0°53'01"W
N0°53'01"W
N0°52'38"W
N0°53'01"W N0°52'52"W
N14°06'59"E
N15°53'01"W
CURVE DATA
P.I. = 16+67.70 "P-MONON"
Delta = 15°00'00" Rt.
R = 73.50 ft
T = 9.68 ft
L = 19.24 ft
E = 0.63 ft
P.C. = 16+58.02
P.T. = 16+77.27
CURVE DATA
P.I. = 17+83.59 "P-MONON"
Delta = 15°00'00" Rt.
R = 73.50 ft
T = 9.68 ft
L = 19.24 ft
E = 0.63 ft
P.C. = 17+73.91
P.T. = 17+93.15
CURVE DATA
P.I. = 17+26.36 "P-MONON"
Delta = 30°00'00" Lt.
R = 125.00 ft
T = 33.49 ft
PROPOSED
LEGEND
EXISTING
Storm Manhole
Gas Line
Storm Inlets
Sanitary Manhole
Gas Valve
Gas Meter
Sanitary Cleanout
Water Line
Water Valve
Fire Hydrant
Sprinkler
Electric Line
Power Pole w/(Riser)
Light & Power Pole
Light & Power Pole w/Riser
Water Meter
Light Pole
Guy Wire
Electric Box
Fiber Optic Line
Telephone Line
Telephone Manhole
Cable TV Line
Cable TV Box
Telephone Riser
Utility Manhole
Wood Fence
Iron Pin
Sign
Flag Pole
Bush
Tree Trunk
Deciduous Tree
Coniferous Tree
Overhead Utility Line
Wood Fence
Wire Fence
Chainlink Fence
Iron Fence
Irr. Valve
Mailbox
TBM #251 - MagNail Fnd, Flush, In East Edge
of Ex. Monon Trail
Sta. 16+49.43 "M", 2.96' Rt., Elev. = 830.58'
TBM #403 - Top of NW Corner of Conc Retaining Wall.
Sta. 30+19.51 "M", 18.14' Rt., Elev. = 828.85'
TBM #404 - Top of SW Corner of Conc Porch for Apt. 1B.
Sta. 26+66.51 "M", 82.89' Rt., Elev. = 828.77'
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 1
26+00
27+00
28+00
29+00
30+00
N0°53'01"W
N14°06'59"E
N0°52'57"W N0°53'01"W
N0°52'57"W
N0°52'38"W
N0°28'46"W
P.I. = 26+37.99 "P-MONON"
P.I. = 26+76.46 "P-MONON"
P.I. = 26+98.73 "P-MONON" P.I. = 27+71.80 "P-MONON"
P.I. = 30+26.42 "P-MONON"
CURVE DATA
P.I. = 26+76.46 "P-MONON"
Delta = 15°00'10" Lt.
R = 124.98 ft
T = 16.46 ft
L = 32.73 ft
E = 1.08 ft
P.C. = 26+60.01
P.T. = 26+92.73
CURVE DATA
P.I. = 26+37.99 "P-MONON"
Delta = 15°00'00" Rt.
R = 73.50 ft
T = 9.68 ft
L = 19.24 ft
E = 0.63 ft
P.C. = 26+28.31
P.T. = 26+47.55
Line "M"
Line "A"
Line "P-MONON"
END STATION
P.O.T. 30+27.43 "P-MONON"
= O.P.O.T. 37+05.57, 7.45' Rt. "LINE A"
= O.P.O.T. 30+17.42, 2.54' Rt. "LINE M"
12156 MERIDIAN
ASSOCIATES LLC
12156 MERIDIAN
ASSOCIATES LLC
OLD TOWN ASSOCIATES LLC
CARMEL CLAY
HISTORICAL SOCIETY
OLD TOWN ASSOCIATES LLC
(asph)
(asph)
(asph)
(grass)
(one-story house)
(wood deck)
(grass)
(grass)
(park bench)
(asph)
8" water main
(conc) (conc)
10+00
11+00
12+00
13+00
14+00
N0°53'01"W
N0°53'01"W
P.I. = 11+30.01 "P-WALK"
P.I. = 11+66.24 "P-WALK"
P.I. = 12+27.28 "P-WALK"
P.I. = 12+77.41 "P-WALK"
N0°52'38"W
N0°53'01"W
Line "P-WALK"
Line "A"
Line "M"
PEDCOR INVESTMENTS
1988 III LP
PEDCOR INVESTMENTS 1988 III LP
MIDTOWN EAST
BLOCK 3 LLC
(asph)
(asph)
(asph)
(asph)
(asph)
(asph)
(asph)
(conc)
(conc)
(conc)
(one-story bldg)
(stone)
(grass)
(grass)
(6' chain-link fence)
(one-story barn)
MONON TRAIL
App. Exist. R/W
App. Exist. R/W
App PL
App PL
App PL
App. Exist. R/W
6th ST SW
MONON BOULEVARD NB
MONON BOULEVARD SB
CURVE DATA
P.I. = 11+30.01 "P-WALK"
Delta = 20°24'24" Lt.
R = 66.50 ft
T = 11.97 ft
L = 23.68 ft
E = 1.07 ft
P.C. = 11+18.04
P.T. = 11+41.72
CURVE DATA
P.I. = 11+66.24 "P-WALK"
Delta = 43°09'02" Rt.
R = 62.00 ft
15+00 16+00 17+00 18+00 19+00
830.73
830.82
830.78
830.72
830.72
830.72
830.39
830.26
830.29
830.20
829.92
829.60
829.55
829.94
830.29
830.24
830.30
830.30
830.18
830.05
829.99
831.81
832.02
832.23
832.44
832.66
832.92
833.22
833.68
833.64
832.87
831.95
831.12
830.44
829.86
829.28
828.93
828.80
828.74
828.86
828.99
PVI STA: 16+64.79
PVI ELEV: 834.15
VCL: 50.00
PVI STA: 17+51.15
PVI ELEV: 831.00
VCL: 50.00
+0.84%
-0.52%
+0.48%
+0.57%
+1.19%
+2.73%
-3.65%
-2.33%
PVI STA: 14+71.19
PVI ELEV: 831.78
VCL: 0'
PVI STA: 15+83.82
PROPOSED
LEGEND
EXISTING
Storm Manhole
Gas Line
Storm Inlets
Sanitary Manhole
Gas Valve
Gas Meter
Sanitary Cleanout
Water Line
Water Valve
Fire Hydrant
Sprinkler
Electric Line
Power Pole w/(Riser)
Light & Power Pole
Light & Power Pole w/Riser
Water Meter
Light Pole
Guy Wire
Electric Box
Fiber Optic Line
Telephone Line
Telephone Manhole
Cable TV Line
Cable TV Box
Telephone Riser
Utility Manhole
Wood Fence
Iron Pin
Sign
Flag Pole
Bush
Tree Trunk
Deciduous Tree
Coniferous Tree
Overhead Utility Line
Wood Fence
Wire Fence
Chainlink Fence
Iron Fence
Irr. Valve
Mailbox
TBM #251 - MagNail Fnd, Flush, In East Edge
of Ex. Monon Trail
Sta. 16+49.43 "M", 2.96' Rt., Elev. = 830.58'
TBM #403 - Top of NW Corner of Conc Retaining Wall.
Sta. 30+19.51 "M", 18.14' Rt., Elev. = 828.85'
TBM #404 - Top of SW Corner of Conc Porch for Apt. 1B.
Sta. 26+66.51 "M", 82.89' Rt., Elev. = 828.77'
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 1
PROPOSED
LEGEND
EXISTING
Storm Manhole
Gas Line
Storm Inlets
Sanitary Manhole
Gas Valve
Gas Meter
Sanitary Cleanout
Water Line
Water Valve
Fire Hydrant
Sprinkler
Electric Line
Power Pole w/(Riser)
Light & Power Pole
Light & Power Pole w/Riser
Water Meter
Light Pole
Guy Wire
Electric Box
Fiber Optic Line
Telephone Line
Telephone Manhole
Cable TV Line
Cable TV Box
Telephone Riser
Utility Manhole
Wood Fence
Iron Pin
Sign
Flag Pole
Bush
Tree Trunk
Deciduous Tree
Coniferous Tree
Overhead Utility Line
Wood Fence
Wire Fence
Chainlink Fence
Iron Fence
Irr. Valve
Mailbox
TBM #251 - MagNail Fnd, Flush, In East Edge
of Ex. Monon Trail
Sta. 16+49.43 "M", 2.96' Rt., Elev. = 830.58'
TBM #403 - Top of NW Corner of Conc Retaining Wall.
Sta. 30+19.51 "M", 18.14' Rt., Elev. = 828.85'
TBM #404 - Top of SW Corner of Conc Porch for Apt. 1B.
Sta. 26+66.51 "M", 82.89' Rt., Elev. = 828.77'
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 1
MOHAWK LP
App. Exist. R/W
App PL
App PL
6th ST SW
9+00
10+00
App. Exist. R/W
LINE M
Sec. 25, T18N, R3E
Clay Township
Hamilton County
PEDCOR INVESTMENTS
1988 III LP
Sec. 25, T18N, R3E
Clay Township
Hamilton County
PEDCOR INVESTMENTS
1988 III LP
MIDTOWN EAST
BLOCK 3 LLC
MONON BOULEVARD SB
MONON BOULEVARD NB
N0°53'01"W
PROPOSED MONON TRAIL
PROPOSED WALKING PATH
PRESERVE AND PROTECT
EXISTING DUKE ENERGY
TRANSMISSION DUET.
INSTALLED BY OTHERS.
PRESERVE AND PROTECT EXISTING WATER LINE
UTILITY MH, +90 "M"
INSTALL 36" ∅ COMMUNICATIONS
MANHOLE AND STEEL CASTING. CONNECT
TO EXISTING CARMEL COMMUNICATIONS
FIBER OPTIC LINE.
RIM=832.80
UTILITY MH, +91 "M"
INSTALL 36" ∅ COMMUNICATIONS
MANHOLE AND STEEL CASTING.
RIM=833.26
UTILITY MH, +77 "M"
INSTALL 36" ∅ COMMUNICATIONS
MANHOLE AND STEEL CASTING.
RIM=832.93
(1) 12"x12" MJ TEE
(2) 12" GATE VALVE
(1) 12"x8" MJ REDUCER
21 LFT 8" DI
8" CONNECTION
INSTALLED
BY OTHERS
147 LFT 12" DI
(1) 12"x6" ANCHOR TEE
(1) 6" GATE VALVE
(1) HYDRANT ASSEMBLY
(1) 12" MJ PLUG
79 LFT 12" DI
Str. No. 600C
Str. No. 605
App PL
Sec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
MIDTOWN EAST BLOCK 3 LLC
MONON BOULEVARD NB
MONON BOULEVARD SB
12+00
13+00
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
PEDCOR INVESTMENTS 1988 III LP
LINE M
EX. MONON TRUNK LINE
PEDCOR INVESTMENTS 1988 III LP
N0°53'01"W
PROPOSED WALKING PATH
PROPOSED MONON TRAIL
EXISTING MANHOLE
ADJUST TO GRADE
MECHANICALLY CORE TO
CONNECT PROPOSED PIPES
300 LFT 12" DI
UTILITY MH, +38 "M"
INSTALL 36" ∅ COMMUNICATIONS
MANHOLE AND STEEL CASTING.
RIM=832.98
PRESERVE AND PROTECT
EXISTING AT&T FIBER OPTIC
FACILITY. SEE NOTE 13 SHEET 39
CARMEL COMMUNICATIONS FIBER RETIRED IN PLACE. CONTRACTOR TO VERIFY BEFORE REMOVING OR EXCAVATING IN AREA.
PRESERVE AND PROTECT
EX. DUKE TRANSMISSION LINE
Str. No. 604
Str. No. 606
Str. No. EX1
Str. No. 601 Str. No. 603
Str. No. 602
Str. No. 604A
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
PEDCOR INVESTMENTS 1988 III LP
PEDCOR INVESTMENTS
1988 III LP
App. Exist. R/W
Sec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
MIDTOWN EAST BLOCK 3 LLC
MONON BOULEVARD SB
MONON BOULEVARD NB
N0°53'01"W
15+00
16+00
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
LINE M
PROPOSED WALKING PATH
PROPOSED MONON TRAIL
UTILITY MH, +58 "M"
INSTALL 36" ∅ COMMUNICATIONS
MANHOLE AND STEEL CASTING.
RIM=832.86
PRESERVE AND PROTECT
EXISTING AT&T FIBER OPTIC
FACILITY. SEE NOTE 13 SHEET 39
CARMEL COMMUNICATIONS FIBER RETIRED
IN PLACE. CONTRACTOR TO VERIFY BEFORE
REMOVING OR EXCAVATING IN AREA.
PRESERVE AND PROTECT
EX. DUKE TRANSMISSION LINE
PRESERVE AND PROTECT
EX. DUKE DISTRIBUTION LINE
DUKE DISTRIBUTION LINES TO BE
RETIRED IN PLACE. CONTRACTOR TO
VERIFY WITH DUKE ENERGY BEFORE
REMOVING OR EXCAVATING IN AREA
242 LFT 12" DI
12" CONNECTION
REMOVE BLOW-OFF
ASSEMBLY
(3) ADJUST VALVE
TO GRADE
EX. 12" DI
EX. 8" DI
Str. No. 609 Str. No. 611A
Str. No. 607
Str. No. 608B
Str. No. 608A
Str. No. 608
Str. No. 610B
Str. No. 610A
CONTRACTOR TO ABANDON
EX. STRUCTURE. PLUG 36"∅
HOLE (E). REMOVE EXISTING
CASTING AND PRE-CAST LID,
S
CITY OF CARMEL
MIDTOWN EAST
BLOCK I LLC
SOUTH CONSTRUCTION
COMPANY INC CARMEL REDEVELOPMENT AUTHORITY
App. Exist. R/W
App. Exist. R/W
App PL
App PL
4th ST SW
Sec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
MONON BOULEVARD SB
MONON BOULEVARD NB
N0°53'01"W
18+00
19+00
SEE PRJ.
NO.
16-ENG-31
PLANS
Exist. 37.5' R/W
MBI MIDTOWN WEST LLC
LINE M
EX. MONON TRUNK LINE
SEE PRJ.
NO.
16-ENG-101
PLANS
PHASE I
PHASE I
4th ST SW
App. Exist. R/W
App. Exist. R/W
PROPOSED WALKING PATH
PROPOSED MONON TRAIL
EXISTING STRUCTURE
ADJUST TO GRADE
Str. No. SS-1
MECHANICALLY CORE AND
CONNECT SANITARY LATERAL FOR
GREYWATER DUMP STATION.
REMOVE INLET AND PLUG AT 6" INV. IN (N) = 824.90
MONON TRUNK LINE CONNECTION
REMOVE INLET AND PIPE
AND PLUG AT MANHOLE
EXISTING STRUCTURE
CONNECT UNDERDRAIN
AND ADJUST TO GRADE
PRESERVE AND PROTECT
EX. DUKE TRANSMISSION LINE
CONTRACTOR TO TIE CARMEL
COMMUNICATIONS LINE INTO EXISTING
UTILITY HANDHOLE
PRESERVE AND PROTECT
G
RAIDERS
INVESTMENTS
LLC
CARMEL
REDEVELOPMENT
AUTHORITY
App. Exist. R/W
App PL
Sec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
MIDTOWN EAST
BLOCK I LLC
MONON BOULEVARD SB
MONON BOULEVARD NB
N0°53'01"W
21+00
22+00
4th ST SW
EX. MONON TRUNK LINE
PHASE I
MIDTOWN CARMEL CAPITAL PARTNERS LLC
Exist. 37.5' R/W
MIDTOWN PLAZA TO BE
CONSTRUCTED BY OTHERS
LINE M
PHASE I
MIDTOWN PLAZA TO BE
CONSTRUCTED BY OTHERS
PHASE I
PHASE I
App. Exist. R/W
SEE PRJ.
NO.
16-ENG-101
PLANS
4th ST SW
SEE PRJ. NO.
16-ENG-31
PLANS
App. Exist. R/W
App. Exist. R/W
PROPOSED WALKING PATH
PROPOSED MONON TRAIL
EXISTING STRUCTURE
EXISTING STRUCTURE
EXISTING CLEANOUT EXISTING CLEANOUT
EXISTING STRUCTURE
EXISTING STRUCTURES
EXISTING SANITARY MANHOLE
CARMEL COMMUNICATIONS LINE TO BE RETIRED IN PLACE.
CONTRACTOR TO VERIFY WITH CARMEL COMMUNICATIONS
BEFORE REMOVING OR EXCAVATING IN AREA
PRESERVE AND PROTECT EX. AT&T FIBER OPTIC FACILITY
PRESERVE AND PROTECT EX. SPECTRUM/BRIGHTHOUSE FIBER OPTIC LINE
CARMEL COMMUNICATIONS LINE TO BE RETIRED IN PLACE.
2nd ST SW
MATT AND RACHEL LLC
CARMEL CLAY HISTORICAL SOCIETY
OLD TOWN ASSOCIATES LLC
BRE II LLC
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App PL
App PL
MATT AND RACHEL LLC
Sec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
MONON BOULEVARD SB
MONON BOULEVARD NB
N0°53'01"W
24+00
25+00
EX. MONON TRUNK LINE
LINE M
SEE NOTE #1
PHASE I
PHASE I
PHASE I
App. Exist. R/W
App. Exist. R/W
OLD TOWN ASSOCIATES LLC
App. Exist. R/W
App. Exist. R/W
PROPOSED WALKING PATH
PROPOSED MONON TRAIL
EXISTING MANHOLE
PLUS 12" INV (NE)
REMOVE EXISTING INLET
AND PLUG AT MANHOLE
EXISTING INLET
EXISTING MANHOLE
CONNECT UNDERDRAINS AND
ADJUST CASTING TO GRADE
EXISTING INLET
EXISTING MANHOLE
EXISTING CLEANOUT
EXISTING MANHOLE
EXISTING INLET
EXISTING CLEANOUT
CONNECT TRENCH DRAIN TO
EXISTING 12" NYLOPLAST INLET
12" INV. (E)=822.42
PRESERVE AND PROTECT
EX. DUKE DISTRIBUTION LINE
DUKE DISTRIBUTION LINES TO BE RETIRED IN PLACE.
CONTRACTOR TO VERIFY WITH DUKE ENERGY BEFORE
REMOVING OR EXCAVATING IN AREA
PRESERVE AND PROTECT EX.
SPECTRUM FIBER OPTIC LINE
1st ST SW
12156 MERIDIAN
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/W
App. Exist. R/W
CARMEL CLAY HISTORICAL SOCIETY
OLD TOWN ASSOCIATES LLC
Sec. 25, T18N, R3E
Clay Township
Hamilton County
MONON BOULEVARD NB
N0°53'01"W
EX. MONON TRUNK LINE
MONON AND MAIN PLAZA
PHASE I
PHASE I
PHASE I
App. Exist. R/W
Sec. 25, T18N, R3E
Clay Township
Hamilton County
OLD TOWN ASSOCIATES LLC
App. Exist. R/W
MONON BOULEVARD SB
PROPOSED WALKING PATH
PROPOSED MONON TRAIL
EX. MONON TRUNK LINE
EXISTING CLEANOUT
EXISTING CLEANOUT
PROPOSED MONON TRAIL
PRESERVE AND PROTECT EX. AT&T FIBER OPTIC FACILITY
CARMEL COMMUNICATIONS LINE TO BE
RETIRED IN PLACE. CONTRACTOR TO VERIFY
WITH CARMEL COMMUNICATIONS BEFORE
REMOVING OR EXCAVATING IN AREA
CARMEL COMMUNICATIONS LINE TO BE RETIRED IN PLACE.
CONTRACTOR TO VERIFY WITH CARMEL COMMUNICATIONS
BEFORE REMOVING OR EXCAVATING IN AREA
PRESERVE AND PROTECT EX. CARMEL COMMUNICATION FIBER OPTIC
EX. CLEANOUT
EX. MANHOLE
EXISTING DETENTION
EX. STRUCTURES
EX. STRUCTURE
PRESERVE AND PROTECT CARMEL COMMUNICATIONS FIBER OPTICS
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
MAIN ST
12156 MERIDIAN
ASSOCIATES LLC
R AND M BURGERS LLC
CARMEL LOFTS 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
Sec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
App. Exist. R/W
MONON BOULEVARD SB
N0°53'01"W
30+00
31+00
LINE M
PHASE I
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
PROPOSED MONON TRAIL
EX. MONON TRUNK LINE
EXISTING CLEANOUT
PRESERVE AND PROTECT EX. AT&T FIBER OPTIC FACILITY
PRESERVE AND PROTECT EX. CARMEL COMMUNICATION LINE
CARMEL COMMUNICATIONS LINE TO BE RETIRED IN PLACE.
CONTRACTOR TO VERIFY WITH CARMEL COMMUNICATIONS
BEFORE REMOVING OR EXCAVATING IN AREA
EX. STRUCTURE
EX. STRUCTURE
EX. STRUCTURE
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
MONON BOULEVARD S/B
MONON BOULEVARD N/B
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
1" = 5'
MATCH LINE 10+25 "M"
MATCH LINE 12+00 "M"
1" = 10'
STORMSEWER DETAIL PLAN
LINE 'M'
47
DAM
DAM
KLS
KFP
04/30/2018
P
R
O
F
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S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
I
N
D
I
A
N
A
MONON BOULEVARD S/B
MONON BOULEVARD N/B
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
1" = 5'
MATCH LINE 12+00 "M"
MATCH LINE 15+00 "M"
1" = 10'
STORMSEWER DETAIL PLAN
LINE 'M'
48
DAM
DAM
KLS
KFP
04/30/2018
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
I
N
D
I
A
N
A
MONON BOULEVARD S/B
MONON BOULEVARD N/B
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
1" = 5'
MATCH LINE 18+00 "M"
1" = 10'
STORMSEWER DETAIL PLAN
LINE 'M'
49
DAM
DAM
KLS
KFP
04/30/2018
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
I
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E
E
R
I
N
D
I
A
N
A
STATE OF
MIDTOWN EAST
BLOCK I LLC
CARMEL
REDEVELOPMENT
AUTHORITY
Sec. 25, T18N, R3E
Clay Township
Hamilton County
4TH ST SW
MONON BOULEVARD N/B
MONON BOULEVARD S/B
PHASE 2A
PHASE 1A PHASE 1A
PHASE 2A
MIDTOWN EAST
BLOCK I LLC
CARMEL
REDEVELOPMENT
AUTHORITY
Sec. 25, T18N, R3E
Clay Township
Hamilton County
ELM STREET
MONON BOULEVARD N/B
MONON BOULEVARD S/B
PHASE 1A PHASE 1A
MONON BOULEVARD S/B
MONON BOULEVARD N/B
ELM STREET
PHASE 2A PHASE 2A
D
AM
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
DAM
KLS
KFP
04/30/2018 VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
1" = 10'
1" = 5'
STORMSEWER DETAIL PLAN
LINE 'M'
MATCH LINE 18+00"M"
S
Sec. 25, T18N, R3E
Clay Township
Hamilton County
MIDTOWN EAST
BLOCK I LLC
CARMEL
REDEVELOPMENT
AUTHORITY
Sec. 25, T18N, R3E
Clay Township
Hamilton County
MIDTOWN EAST
4TH ST SW
MONON BOULEVARD N/B
MONON BOULEVARD S/B
PHASE 2A
PHASE 1A PHASE 1A
PHASE 2A
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
1" = 10'
1" = 5'
POST-CONSTRUCTION
EROSION CONTROL PLAN
LINE 'M'
MATCH LINE 21+50 "M"
51
DAM
DAM
DAM
KFP
04/30/2018
P
R
O
F
E
S
S
I
O
N
Sec. 25, T18N, R3E
Clay Township
Hamilton County
RAIDERS
INVESTMENTS LLC
MIDTOWN EAST
BLOCK I LLC
BRE II LLC
MATT AND
RACHAEL LLC
2ND ST SW
MONON BOULEVARD N/B
MONON BOULEVARD S/B
MONON BOULEVARD N/B
MONON BOULEVARD S/B
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
1" = 5'
MATCH LINE 21+50 "M"
MATCH LINE 24+50 "M"
1" = 10'
POST-CONSTRUCTION
EROSION CONTROL PLAN
LINE 'M'
52
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CARMEL CLAY
HISTORICAL
SOCIETY
Sec. 25, T18N, R3E
Clay Township
Hamilton County
CARMEL CLAY
HISTORICAL
SOCIETY
OLD TOWN
ASSOCIATES LLC
1ST ST SW
MONON BOULEVARD N/B
MONON BOULEVARD S/B
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
1" = 5'
MATCH LINE 24+50 "M"
MATCH LINE 27+50 "M"
1" = 10'
POST-CONSTRUCTION
EROSION CONTROL PLAN
LINE 'M'
53
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MONON BOULEVARD S/B
MONON BOULEVARD N/B
MONON BOULEVARD S/B
MONON BOULEVARD N/B
STR. 610B TO STR. 610A
STR. 610A TO STR. 608A
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
1" = 5'
1" = 10'
STORM SEWER PLAN & PROFILE 54
DAM
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D
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N
A
STR. 600A TO STR. EX.1A
STR. 604A TO STR. 601
MONON BOULEVARD S/B
MONON BOULEVARD N/B
MONON BOULEVARD N/B
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
1" = 5'
1" = 10'
STORM SEWER PLAN & PROFILE 55
DAM
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D
I
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A
STATE OF
6th ST SW
MONON BOULEVARD SB
MONON BOULEVARD NB
10+00
MONON TRAIL
D
R1-1
D
6TH ST SW
MONON BLVD
W16-8P
W16-8P
D
R1-1
D
6TH ST SW
MONON BLVD
W16-8P
W16-8P
D R1-1
10+89 "M"
R2-1 (20)
MONON BLVDW16-8P
D
LINE M
P-WALK
P-MONON
D
10+41 "M"
10+41 "M"
10+76 "M"
10+66 "M"
6TH ST SW
MONON BLVD
W16-8P
W16-8P
10+12 "M"
10+12 "M"
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
MONON TRAIL
App. Exist. R/W
LINE 'M'
LINE 'M'
MONON BOULEVARD SB
MONON BOULEVARD NB
12+00
13+00
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
12+22 "M"
W11-2
W16-7P
D
13+63 "M"
R2-1 (20)
MONON BLVD W16-8P
D
P-WALK
P-MONON
R7-8
13+51 "M"
D
13+78 "M"
W11-2
W16-7P
D
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANS PHASE 2
FILENAME : SIGNAGE PLAN.dwg
DATE/USER : 4/30/2018 11:46 AM / LCOX
1"=10'
1"=10'
MONON BOULEVARD 57
SIGNAGE PLAN
App. Exist. R/W
App. Exist. R/W
DUKE ENERGY DRIVE
LINE 'M'
MONON BOULEVARD SB
MONON BOULEVARD NB
15+00
16+00
App. Exist. R/W
App. Exist. R/W
D
16+47 "M"
TURNING
TRAFFIC
MUST
YIELD TO
PEDESTRIANS
R10-15B
D
R6-1R
16+96 "M"
P-WALK
P-MONON
R7-8
D 15+02 "M"
14+67 "M"
W11-2
W16-7P
D
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANS PHASE 2
FILENAME : SIGNAGE PLAN.dwg
DATE/USER : 4/30/2018 11:46 AM / LCOX
1"=10'
1"=10'
MONON BOULEVARD 58
SIGNAGE PLAN
SS
App. Exist. R/W
App. Exist. R/W
MONON BOULEVARD SB
MONON BOULEVARD NB
18+00
19+00
LINE M
ELM STREET
App. Exist. R/W
App. Exist. R/W
A
A
D
A
A
W11-15
AHEAD
W16-9P
17+31 "M"
R2-1 (20)
MONON BLVD W16-8P
D
18+18 "M"
R2-1 (20)
MONON BLVD W16-8P
D
P-WALK
P-MONON
R7-8
19+28 "M"
D
17+04 "M"
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANS PHASE 2
FILENAME : SIGNAGE PLAN.dwg
DATE/USER : 4/30/2018 11:46 AM / LCOX
App. Exist. R/W
MONON BOULEVARD SB
MONON BOULEVARD NB
N0°53'01"W
21+00
22+00
LINE M
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
A
A
A
A
A
B
B
B
A
A
B
B
A
ELM STREET
P-WALK
P-MONON
B
A
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANS PHASE 2
FILENAME : SIGNAGE PLAN.dwg
DATE/USER : 4/30/2018 11:46 AM / LCOX
1"=10'
1"=10'
MONON BOULEVARD 60
SIGNAGE PLAN
MATCH LINE 23+00 'M'
2nd ST SW
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
MONON BOULEVARD SB
MONON BOULEVARD NB
24+00
25+00
LINE M
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
B
B
A
A
A
A
B
A
A A
B
B
A
P-WALK
P-MONON
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANS PHASE 2
FILENAME : SIGNAGE PLAN.dwg
DATE/USER : 4/30/2018 11:46 AM / LCOX
1"=10'
1"=10'
MONON BOULEVARD 61
SIGNAGE PLAN
MATCH LINE 23+00 'M'
C
1st ST SW
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
MONON BOULEVARD SB
N0°53'01"W
27+00
28+00
LINE M
LINE M
MONON BOULEVARD SB
MONON BOULEVARD NB
App. Exist. R/W
App. Exist. R/W
A
A
A
A
A
A
B
C
A
A
A
A
B
B
A
B
A A
P-MONON
P-WALK
P-MONON
B
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
MAIN ST
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
MONON BOULEVARD SB
MONON TRAIL
N0°53'01"W
30+00
31+00
App. Exist. R/W
A
A
A
A
B
B
MONON BOULEVARD NB
E
MODIFIED R20-1
FLASHING LED
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANS PHASE 2
FILENAME : SIGNAGE PLAN.dwg
DATE/USER : 4/30/2018 11:46 AM / LCOX
1"=10'
1"=10'
MONON BOULEVARD 63
SIGNAGE PLAN
C
Remove Existing Sign & Supports (See Sign Notes for Salvaging)
A
SIGN LEGEND
Relocate Existing Sign & Post (Coordinate with City of Carmel)
MONON BOULEVARD S/B
MONON BOULEVARD N/B
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
1" = 5'
MATCH LINE 10+25 "M"
MATCH LINE 12+00 "M"
1" = 10'
POST-CONSTRUCTION
EROSION CONTROL PLAN
LINE 'M'
72
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MONON BOULEVARD S/B
MONON BOULEVARD N/B
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
1" = 5'
MATCH LINE 12+00 "M"
MATCH LINE 15+00 "M"
1" = 10'
POST-CONSTRUCTION
EROSION CONTROL PLAN
LINE 'M'
73
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MONON BOULEVARD S/B
MONON BOULEVARD N/B
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
1" = 5'
MATCH LINE 15+00 "M"
MATCH LINE 18+00"M"
1" = 10'
POST-CONSTRUCTION
EROSION CONTROL PLAN
LINE 'M'
74
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S
4TH ST SW
PHASE 2A
PHASE 1A PHASE 1A
PHASE 2A
ELM STREET
PHASE 1A PHASE 1A
MONON BOULEVARD S/B
MONON BOULEVARD N/B
ELM STREET
PHASE 2A PHASE 2A
R
ECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
1" = 10'
1" = 5'
POST-CONSTRUCTION
EROSION CONTROL PLAN
LINE 'M'
MATCH LINE 18+00"M"
75
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SWPP CONSTRUCTION PLAN ELEMENTS
A1 - PLAN INDEX
Sheet 1.
A2 - PLAT NO. 1
Sheet 3.
A3 - NARRATIVE DESCRIBING THE NATURE AND PURPOSE OF THE PROJECT
This project involves the construction of a new boulevard roadway along the existing Monon Trail from
6th Street S W to 4th Street SW, and trail renovation from 6th Street SW to Main Street in the City of
Carmel, Hamilton County, Indiana. The streets and on-street parking areas will include both permeable
and non-permeable pavers, curbs, sidewalks, and lighting and landscaping. A permeable paver system
with underground stone storage and underdrains will handle stormwater collection and treat for water
quantity and quality. Drainage will discharge into the existing 48” diameter Monon trunk line. Water,
sanitary, and communications utilities shall serve the project. Construction is anticipated to begin in the
Summer of 2018.
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 SITE
Water will leave the site at
Stations 10+07 “M”, 12+01“M”, 14+17 “M”, 14+80 “M”, 20+00 "M", and 21+15 "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 WATER
Potential discharges to the ground water may be within the limits of the permeable pavement areas and
stone storage trench.
A13 - 100 YEAR FLOODPLAINS, FLOODWAYS, AND FLOODWAY FRINGES
Flood areas are identified on the FIRM Map on Sheet XX. 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. = 12.02 cfs Pre-Construction 100-yr. = 23.56 cfs
Post- Construction 10-yr. = 3.23 cfs Post-Construction 100-yr. = 3.99 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 PATTERNS
Proposed contours are shown on the plans.
B1 - POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES
Br
CrA
MONON TRAIL Or Br
1st ST NW 1st ST NW
1st AVE SW
1st AVE SW
W MAIN ST W MAIN ST
3rd AVE SW
2nd AVE SW
1st ST SW
1st ST SW
3rd ST SW
2nd ST SW
3rd AVE SW 3rd AVE SW
CrA
MmB2
Or
Or
Or
Or Or
4th AVE SW
----
W.F.H. STORM WATER POLLUTION PREVENTION
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANS PHASE 2
FILENAME : SWPPP ELEMENTS.dwg
DATE/USER : 4/30/2018 11:55 AM / LCOX
1"=50'
77
MONON TRAIL
2nd AVE SW
1st AVE SW
3rd AVE SW
4th AVE SW
3rd AVE SW
W MAIN ST
1st ST SW
2nd ST SW
CITY CENTER DRIVE
ZONE X
ZONE X
ZONE X
----
W.F.H. STORM WATER POLLUTION PREVENTION
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANS PHASE 2
FILENAME : SWPPP ELEMENTS.dwg
DATE/USER : 4/30/2018 11:55 AM / LCOX
1"=50'
78
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
AS SHOWN
AS SHOWN
STORMSEWER CONSTRUCTION
DETAILS
79
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STATE OF
R
E
G
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
AS SHOWN
AS SHOWN
STORMSEWER CONSTRUCTION
DETAILS'
80
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STATE OF
R
E
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MONON BOULEVARD N/B
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
AS SHOWN
AS SHOWN
STORMSEWER CONSTRUCTION
DETAILS
81
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N
A
STATE OF
R
E
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\PLANS PHASE 2
FILENAME : DETAIL SHEET SANITARY.dwg
DATE/USER : 4/30/2018 11:50 AM / LCOX
N/A
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
WASTEWATER STANDARD DETAILS 82 -
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\PLANS PHASE 2
FILENAME : DETAIL SHEET SANITARY.dwg
DATE/USER : 4/30/2018 11:50 AM / LCOX
N/A
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
WASTEWATER STANDARD DETAILS 83 -
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\PLANS PHASE 2
FILENAME : DETAIL SHEET SANITARY.dwg
DATE/USER : 4/30/2018 11:50 AM / LCOX
N/A
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
WASTEWATER STANDARD DETAILS 84 -
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\PLANS PHASE 2
FILENAME : DETAIL SHEET.dwg
DATE/USER : 4/30/2018 11:51 AM / Tybennett
N/A
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
MISCELLANEOUS DETAIL SHEET 85 -
36" HANDHOLE
1' of No. 8 Stone
DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANS PHASE 2
FILENAME : DETAIL SHEET.dwg
DATE/USER : 4/30/2018 11:51 AM / Tybennett
N/A
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
MISCELLANEOUS DETAIL SHEET 86 -
SS
App. Exist. R/W
App. Exist. R/W
MONON BOULEVARD SB
MONON TRAIL
MONON BOULEVARD NB
LINE M
18+00
19+00
CITY OF CARMEL
MIDTOWN EAST
BLOCK I LLC
SOUTH CONSTRUCTION
COMPANY INC CARMEL REDEVELOPMENT AUTHORITY
MBI MIDTOWN WEST LLC
Sec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
App. Exist. R/W
Exist. 37.5' R/W
App. Exist. R/W
LINE M
70' PROP. R/W 70' PROP. R/W
70' PROP. R/W
70' PROP. R/W
*
ELM STREET
MONON TRAIL
WALK PATH
WALK PATH
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADING LEGEND
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
MIDTOWN EAST
BLOCK I LLC
CARMEL
REDEVELOPMENT
AUTHORITY
4TH ST SW
PHASE 2A
PHASE 1A PHASE 1A
PHASE 2A
MIDTOWN EAST
BLOCK I LLC
CARMEL
REDEVELOPMENT
AUTHORITY
ELM STREET
PHASE 1A PHASE 1A
MONON BOULEVARD S/B
MONON BOULEVARD N/B
ELM STREET
PHASE 2A PHASE 2A
D
AM
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
DAM
KLS
KFP
04/30/2018 VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
1" = 10'
1" = 5'
STORMSEWER DETAIL PLAN
SPRAY PLAZA ADD/ALTERNATE #2
MATCH LINE 18+00"M"
85
P
R
O
F
E
S
S
I
O
9+25
815
820
825
830
835
815
820
825
830
835
9+50
815
820
825
830
835
815
820
825
830
835
9+75
815
820
825
830
835
815
820
825
830
835
BEGIN PHASE 2
CONSTRUCTION
STA. 9+58.13 "M"
LINE 'M' LINE 'M' LINE 'M'
0.21%
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
10+07
820
825
830
835
820
825
830
835
10+25
820
825
830
835
820
825
830
835
10+50
820
825
830
835
820
825
830
835
LINE 'P-SB' LINE 'P-SB' LINE 'P-SB'
LINE 'P-MONON' LINE 'P-MONON' LINE 'P-MONON'
LINE 'M' LINE 'M' LINE 'M'
LINE 'P-NB' LINE 'P-NB' LINE 'P-NB'
1%
1%
1%
1%
0.05%
1% 1%
2%
1%
∅
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
10+76
820
825
830
835
820
825
830
835
11+00
820
825
830
835
820
825
830
835
11+25
820
825
830
835
820
825
830
835
LINE 'P-SB' LINE 'P-SB' LINE 'P-SB'
LINE 'P-MONON' LINE 'P-MONON' LINE 'P-MONON'
LINE 'M' LINE 'M' LINE 'M'
LINE 'P-NB' LINE 'P-NB' LINE 'P-NB'
P-ROW
P-ROW
P-ROW
P-ROW
P-ROW
P-ROW
0.89%
2%
0%
1.31%
2%
1.01%
2%
3%
2%
2%
2%
1%
2%
2%
1.25%
2%
1.73%
2% 2%
2%
2%
1%
Trench EL. = 823.17
Trench EL. = 823.17
11+50
820
825
830
835
820
825
830
835
11+75
820
825
830
835
820
825
830
835
12+02
820
825
830
835
820
825
830
835
LINE 'P-SB' LINE 'P-SB' LINE 'P-SB'
LINE 'P-MONON'
LINE 'P-MONON'
LINE 'P-MONON'
LINE 'M' LINE 'M' LINE 'M'
LINE 'P-NB' LINE 'P-NB' LINE 'P-NB'
P-ROW
P-ROW
P-ROW
P-ROW
P-ROW
P-ROW
1.45%
2%
1.82%
2%
2%
2% 2%
1%
1%
2%
2%
1%
1.85%
2%
2%
1.16%
0.70%
2%
0.28%
2%
2%
1%
12+23
820
825
830
835
820
825
830
835
12+50
820
825
830
835
820
825
830
835
12+75
820
825
830
835
820
825
830
835
LINE 'P-SB' LINE 'P-SB' LINE 'P-SB'
LINE 'P-MONON'
LINE 'P-MONON'
LINE 'P-MONON'
LINE 'M' LINE 'M' LINE 'M'
LINE 'P-NB' LINE 'P-NB' LINE 'P-NB'
P-ROW
P-ROW
P-ROW
P-ROW
P-ROW
P-ROW
0.65%
2%
2%
2% 2%
1.45%
Trench EL. = 823.17
1.03%
1%
2%
2%
2%
2%
1.40%
1.28%
1%
2%
2%
2% 2%
2%
2%
Trench EL. = 823.17
13+00
820
825
830
835
820
825
830
835
13+25
820
825
830
835
820
825
830
835
13+50
820
825
830
835
820
825
830
835
LINE 'P-SB' LINE 'P-SB' LINE 'P-SB'
LINE 'P-MONON' LINE 'P-MONON' LINE 'P-MONON'
LINE 'M' LINE 'M' LINE 'M'
LINE 'P-NB' LINE 'P-NB' LINE 'P-NB'
P-ROW
P-ROW
P-ROW
P-ROW
P-ROW
P-ROW
Trench EL. = 823.17 Trench EL. = 822.00
Trench EL. = 823.17
Trench EL. = 822.00
Trench EL. = 823.17
Trench EL. = 822.00
1.53%
2%
2%
2%
2%
2%
2%
2%
1.78%
2% 2%
2% 2%
3%
2%
2%
3%
2%
2%
2% 3%
13+82
820
825
830
835
820
825
830
835
14+00
820
825
830
835
820
825
830
835
14+25
820
825
830
835
820
825
830
835
LINE 'P-SB' LINE 'P-SB' LINE 'P-SB'
LINE 'P-MONON' LINE 'P-MONON' LINE 'P-MONON'
LINE 'M' LINE 'M' LINE 'M'
LINE 'P-NB' LINE 'P-NB' LINE 'P-NB'
P-ROW
P-ROW
P-ROW
P-ROW
P-ROW
P-ROW
1.68%
2%
2%
2% 2%
1.05%
1.61%
2% 2%
2%
0.82%
1.09%
2%
2%
2%
0.58%
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
14+50
820
825
830
835
820
825
830
835
14+75
820
825
830
835
820
825
830
835
15+00
820
825
830
835
820
825
830
835
LINE 'P-SB' LINE 'P-SB' LINE 'P-SB'
LINE 'P-MONON' LINE 'P-MONON' LINE 'P-MONON'
LINE 'M' LINE 'M' LINE 'M'
LINE 'P-NB' LINE 'P-NB' LINE 'P-NB'
P-ROW
P-ROW
P-ROW
P-ROW
P-ROW
P-ROW
1.72%
2%
2%
2%
0.90%
1.87%
2%
2%
2%
2%
1.13%
1.68%
2%
2%
2% 2%
2%
1%
1.96%
Trench EL. = 827.17
Trench EL. = 823.72
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
W.F.H.
15+25
820
825
830
835
820
825
830
835
15+50
820
825
830
835
820
825
830
835
15+75
820
825
830
835
820
825
830
835
LINE 'P-SB' LINE 'P-SB' LINE 'P-SB'
LINE 'P-MONON' LINE 'P-MONON' LINE 'P-MONON'
LINE 'M' LINE 'M' LINE 'M'
LINE 'P-NB' LINE 'P-NB' LINE 'P-NB'
P-ROW
P-ROW
P-ROW
P-ROW
P-ROW
P-ROW
Trench EL. = 827.17
Trench EL. = 823.72
Trench EL. = 827.17
Trench EL. = 823.72
Trench EL. = 823.72
Trench EL. = 827.17
1.44%
3%
2%
2%
2%
1%
1.69%
1.20%
2%
2%
2%
2%
2%
1%
1.42%
0.95%
1%
16+00
820
825
830
835
840
820
825
830
835
840
16+25
820
825
830
835
840
820
825
830
835
840
16+50
820
825
830
835
820
825
830
835
LINE 'P-SB' LINE 'P-SB' LINE 'P-SB'
LINE 'P-MONON' LINE 'P-MONON' LINE 'P-MONON'
LINE 'M' LINE 'M' LINE 'M'
LINE 'P-NB' LINE 'P-NB' LINE 'P-NB'
P-ROW
P-ROW
P-ROW
P-ROW
P-ROW
P-ROW
Trench EL. = 823.72
Trench EL. = 823.72
Trench EL. = 827.17
0.62%
2%
0.30%
2%
2%
2%
0.89%
0.45%
1%
2%
2%
2%
2%
0.61%
1.02%
1%
16+77
820
825
830
835
820
825
830
835
17+00
820
825
830
835
820
825
830
835
17+25
820
825
830
835
820
825
830
835
LINE 'P-SB' LINE 'P-SB' LINE 'P-SB'
LINE 'P-MONON'
LINE 'P-MONON'
LINE 'P-MONON'
LINE 'M' LINE 'M' LINE 'M'
LINE 'P-NB' LINE 'P-NB' LINE 'P-NB'
P-ROW
P-ROW
P-ROW
P-ROW
P-ROW
P-ROW
Trench EL. = 827.17
Trench EL. = 827.17
1.63%
2%
1%
2%
2%
2%
2%
1.52%
2% 2%
2%
2%
2%
1%
1.50%
2%
2%
2%
2%
1%
17+50
820
825
830
835
820
825
830
835
17+75
820
825
830
835
820
825
830
835
18+00
815
820
825
830
835
815
820
825
830
835
LINE 'P-SB' LINE 'P-SB' LINE 'P-SB'
LINE 'P-MONON'
LINE 'P-MONON'
LINE LINE 'M' 'P-MONON' LINE 'M' LINE 'M'
LINE 'P-NB' LINE 'P-NB' LINE 'P-NB'
P-ROW
P-ROW
P-ROW
P-ROW
P-ROW
P-ROW
2%
2%
2.47%
2%
2%
2%
2%
Trench EL. = 823.61
Trench EL. = 823.61
1.94%
1%
2.73%
2%
2%
2%
2%
Trench EL. = 823.61
1.83%
1%
0.81%
18+23
815
820
825
830
835
815
820
825
830
835
18+52
815
820
825
830
835
815
820
825
830
835
18+75
810
815
820
825
830
835
810
815
820
825
830
835
LINE 'P-SB' LINE 'P-SB' LINE 'P-SB'
LINE 'P-MONON' LINE 'P-MONON' LINE 'P-MONON'
LINE 'M' LINE 'M' LINE 'M'
LINE 'P-NB' LINE 'P-NB' LINE 'P-NB'
P-ROW
P-ROW
P-ROW
P-ROW
P-ROW
P-ROW
0.32%
2%
1.77%
2%
2%
1.83%
Trench EL. = 825.30
1.36%
2%
2%
2%
2%
2%
1.18%
Trench EL. = 823.61
19+00
810
815
820
825
830
835
810
815
820
825
830
835
19+25
815
820
825
830
835
815
820
825
830
835
19+50
815
820
825
830
835
815
820
825
830
835
LINE 'P-SB' LINE 'P-SB' LINE 'P-SB'
LINE 'P-MONON' LINE 'P-MONON' LINE 'P-MONON'
LINE 'M' LINE 'M' LINE 'M'
LINE 'P-NB' LINE 'P-NB' LINE 'P-NB'
P-ROW
P-ROW
P-ROW
P-ROW
P-ROW
P-ROW
Trench EL. = 795.30
Trench EL. = 793.61
1.83%
3% 2%
2%
2% 2%
2%
1.96%
2%
2%
2% 2% 2%
2%
0.59%
2%
3%
19+61
815
820
825
830
835
815
820
825
830
835
19+99
815
820
825
830
835
815
820
825
830
835
20+25
815
820
825
830
835
815
820
825
830
835
LINE 'P-SB'
LINE 'P-MONON' LINE 'P-MONON' LINE 'P-MONON'
LINE 'M' LINE 'M' LINE 'M'
LINE 'P-NB'
P-ROW
P-ROW
2%
1%
2%
2%
2% 2%
1.30%
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
20+53
815
820
825
830
835
815
820
825
830
835
20+75
815
820
825
830
835
815
820
825
830
835
21+00
815
820
825
830
835
815
820
825
830
835
LINE 'P-MONON' LINE 'P-MONON' LINE 'P-MONON'
LINE 'M' LINE 'M' LINE 'M'
P-ROW
P-ROW
P-ROW
P-ROW
P-ROW
P-ROW
2% 2%
2%
2%
2%
2%
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
21+26
810
815
820
825
830
835
810
815
820
825
830
835
21+75
815
820
825
830
835
815
820
825
830
835
21+58
815
820
825
830
835
815
820
825
830
835
LINE 'P-MONON'
LINE 'P-MONON'
LINE 'P-MONON'
LINE 'M' LINE 'M' LINE 'M'
P-ROW
P-ROW
P-ROW
P-ROW
P-ROW
P-ROW
2%
2%
2%
2%
2% 2%
5
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 10 15 20 25 30 35 40 45 50 55 60 65 70 75
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
22+00
815
820
825
830
835
815
820
825
830
835
22+25
815
820
825
830
835
815
820
825
830
835
22+60
815
820
825
830
835
815
820
825
830
835
LINE 'P-MONON'
LINE 'P-MONON'
LINE 'P-MONON'
LINE 'M' LINE 'M' LINE 'M'
P-ROW
P-ROW
P-ROW
P-ROW
P-ROW
P-ROW
2%
1%
2%
2%
2%
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
22+74
815
820
825
830
835
815
820
825
830
835
22+91
815
820
825
830
835
815
820
825
830
835
23+20
815
820
825
830
835
815
820
825
830
835
LINE 'P-MONON' LINE 'P-MONON'
LINE 'P-MONON'
LINE 'M' LINE 'M' LINE 'M'
P-ROW
P-ROW
P-ROW
P-ROW
P-ROW
P-ROW
2%
2%
2% 2%
2%
2%
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
23+50
815
820
825
830
835
815
820
825
830
835
23+75
815
820
825
830
815
820
825
830
24+05
815
820
825
830
815
820
825
830
LINE LINE 'P-'M' MONON'
P-ROW
P-ROW
2%
2%
2% 2%
0% 0%
2%
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
24+25
815
820
825
830
835
815
820
825
830
835
24+50
815
820
825
830
835
815
820
825
830
835
24+75
815
820
825
830
835
815
820
825
830
835
LINE 'P-MONON'
LINE 'P-MONON' LINE 'P-MONON'
LINE 'M' LINE 'M' LINE 'M'
P-ROW P-ROW P-ROW
E-ROW E-ROW E-ROW
1%
2%
2%
2%
2%
2%
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
25+00
815
820
825
830
835
815
820
825
830
835
25+25
815
820
825
830
835
815
820
825
830
835
25+51
815
820
825
830
835
815
820
825
830
835
LINE 'P-MONON' LINE 'P-MONON' LINE 'P-MONON'
LINE 'M' LINE 'M' LINE 'M'
P-ROW P-ROW P-ROW
E-ROW
E-ROW E-ROW
2%
2%
1%
2%
2%
2%
2%
2%
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
25+62
815
820
825
830
835
815
820
825
830
835
26+00
815
820
825
830
835
815
820
825
830
835
25+51
815
820
825
830
835
815
820
825
830
835
LINE 'P-MONON' LINE 'P-MONON' LINE 'P-MONON'
LINE 'M' LINE 'M' LINE 'M'
P-ROW P-ROW P-ROW
E-ROW E-ROW E-ROW
2%
2%
2%
2%
2%
2%
2%
2%
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
26+25
815
820
825
830
835
815
820
825
830
835
26+62
815
820
825
830
835
815
820
825
830
835
26+71
815
820
825
830
835
815
820
825
830
835
LINE 'P-MONON'
LINE 'P-MONON'
LINE 'P-MONON'
LINE 'M' LINE 'M' LINE 'M'
P-ROW P-ROW P-ROW
E-ROW E-ROW E-ROW
1%
2%
1%
2%
2%
2%
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
27+10
815
820
825
830
815
820
825
830
27+33
815
820
825
830
835
815
820
825
830
835
27+50
815
820
825
830
835
815
820
825
830
835
LINE 'P-MONON' LINE 'P-MONON'
LINE 'M' LINE 'M'
P-ROW P-ROW
E-ROW
E-ROW
1%
2%
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
27+66
815
820
825
830
835
815
820
825
830
835
28+00
815
820
825
830
835
815
820
825
830
835
28+25
815
820
825
830
835
815
820
825
830
835
LINE 'P-MONON' LINE 'P-MONON' LINE 'P-MONON'
LINE 'M' LINE 'M' LINE 'M'
P-ROW P-ROW P-ROW
E-ROW E-ROW E-ROW
2%
2%
2%
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
28+50
815
820
825
830
835
815
820
825
830
835
28+75
815
820
825
830
835
815
820
825
830
835
29+00
815
820
825
830
835
815
820
825
830
835
LINE 'P-MONON' LINE 'P-MONON' LINE 'P-MONON'
LINE 'M' LINE 'M' LINE 'M'
P-ROW P-ROW
P-ROW
E-ROW E-ROW E-ROW
2%
2%
2%
1% 2%
5
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 10 15 20 25 30 35 40 45 50 55 60 65 70 75
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
29+20
815
820
825
830
835
815
820
825
830
835
29+55
815
820
825
830
835
815
820
825
830
835
29+75
815
820
825
830
835
815
820
825
830
835
LINE 'P-MONON' LINE 'P-MONON' LINE 'P-MONON'
LINE 'M' LINE 'M' LINE 'M'
P-ROW P-ROW P-ROW
E-ROW E-ROW E-ROW
2%
2%
2%
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
10+00.00
11+00.00
9+50.00 10+50.00
6th Street
PHASE 2
Sta. 9+57.72
PROJECT
BEGINNING OF
Line "M"
R10.00'
R20.00'
R20.00'
R20.00'
R20.00'
R10.00'
12.00'
0.50'
5.00'
0.50'
11.00' 4.00' 9.50'
1.00' 1.00'
12.00' 11.00'
0.50'
5.00'
0.50'
0.50' 0.50'
C2
C2
C2
C4
C4
C4 C4
C6
C7
C7
C7
C7
F9
E4
P4
P4
P4
P4
P4
P4
P5 P5
P5
P5
P5
P5
P5
P5
P5
P5
P5
P6
P6
P6
P6
P6
11+00.00
12+00.00
13+00.00
11+50.00 12+50.00 13+50.00
Proposed Right-of-Way
Proposed Right-of-Way
Monon Boulevard (NB)
Monon Boulevard (SB)
Monon Trail
Cycle Track (NB)
Cycle Track (NB)
Midtown South
R
R
R10.00'
R10.00'
R10.00'
R10.00'
R10.00'
R10.00'
R10.00'
R10.00'
0.50' 0.50' 1.00' 1.00' 0.50' 0.50'
5.00'
0.50'
5.00'
0.50'
18.00' 4.00' 9.50'
1.00' 1.00'
5.00' 18.00'
0.50'
5.00'
0.50'
5.00' 5.00'
0.50'
5.00'
0.50'
4.00' 9.50'
18.00'
1.00' 1.00'
5.00' 18.00'
0.50'
5.00'
0.50'
0.50' 0.50'
0.50' 0.50'
0.50' 0.50'
23.00'
23.00'
8.00'
8.00'
23.00'
23.00'
8.00'
8.00'
C2
C2
C2
C2
C2
14+00.00
15+00.00
16+00.00
14+50.00 15+50.00 16+50.00
Proposed Right-of-Way
Proposed Right-of-Way
Midtown South
Monon Boulevard (NB)
Monon Boulevard (SB)
Monon Trail
Cycle Track (NB)
R
R
R10.00'
R10.00'
R10.00'
R10.00'
R10.00'
R10.00'
R10.00'
R30.00'
12.00' 26.00' 11.50'
1.00' 1.00'
9.50'
10.00'
1.00' 1.00'
11.00'
10.50'
1.00'
9.00'
1.00'
8.00' 9.00' 5.00'
0.50'
5.00'
0.50'
18.00' 4.00' 9.50'
1.00' 1.00'
5.00' 18.00'
0.50'
5.00'
0.50'
26.00' 26.00' 13.50'
0.50'
5.00'
0.50'
10.00' 13.50'
1.00' 1.00'
5.00' 18.00'
0.50'
5.00'
0.50'
1.00' 1.00'
0.50' 0.50'
0.50'
23.00'
23.00'
8.00'
8.00'
C2
C2 C2
17+00.00
18+00.00
19+00.00
17+50.00 18+50.00 19+50.00
Proposed Right-of-Way
Proposed Right-of-Way
Monon Boulevard (NB)
Monon Boulevard (SB)
Monon Trail
Cycle Track (NB)
Cycle Track (SB)
Duke Energy
Merchants Bank
(future)
Midtown East
(future)
Project Limit Line
R10.00'
R10.00'
R100.00'
R94.50'
R88.50'
R44.50'
R50.00'
R10.00'
R30.00'
R10.00'
R10.00'
R10.00'
R10.00'
26.00' 26.00' 13.50'
0.50'
5.00'
0.50'
10.00' 13.50'
1.00' 1.00'
5.00' 18.00'
0.50'
5.00'
0.50'
8.00' 23.50' 6.00'
0.50'
5.00'
0.50'
10.00' 8.00'
1.00' 1.00'
13.50' 5.00' 18.00'
0.50'
5.00'
0.50'
0.50'
0.50' 0.50' 2.00'
5.00'
23.00'
23.00'
8.00'
8.00'
23.00'
8.00'
23.00'
G
20+00.00
21+00.00
22+00.00
19+50.00 20+50.00 21+50.00
Proposed Right-of-Way
Proposed Right-of-Way
15.50'
P6
P5
P4
P5
P5
P4
P5
P5
P4
4th Street
Monon Boulevard (NB)
Cycle Track (SB)
Monon Boulevard (SB)
Midtown West
(future)
Merchants Bank
(future)
Midtown East
(future)
Sun King
Brewery
Midtown Plaza
Project Limit Line
Project Limit Line Project Limit Line
Project Limit Line
Project Limit Line
P5
P4
P6
P6
Project Limit Line
Project Limit Line
R10.00'
R10.00'
12.00'
0.50'
5.00'
0.50'
11.00' 4.00' 9.50'
1.00' 1.00'
12.00' 11.00'
0.50'
5.00'
0.50'
13.50'
0.50' 0.50'
C2
C2
C2
C4
C4
C4
G
23+00.00
24+00.00
25+00.00
22+50.00 23+50.00 24+50.00
App. Existing Right-of-Way
App. Ex. Right-of-Way
App. Existing Right-of-Way
Proposed Right-of-Way
23.00'
Proposed Right-of-Way
26.00'
2nd Street
Cycle Track (NB)
Midtown West
(future)
Existing Building Existing
Building
Monon Boulevard (NB)
Cycle Track (SB)
Monon Boulevard (SB)
Monon Trail
Project Limit Line
Project Limit Line
Project Limit Line
Project Limit Line
Project Limit Line
Project Limit Line Project Limit Line Project Limit Line
R118.50'
R80.00'
R118.50'
R80.00'
R119.00'
R106.00'
R92.00'
R72.50'
8.00'
2.00'
5.00' 13.00'
3.00'
12.00' 8.00'
1.00'
77.18
4.313' RT
34.44
7.733' LT
49.51
11.770' LT
70.21
14.500' LT
0.68
14.500' LT
87.68
3.688' LT
15.81
7.076' LT
33.41
11.763' LT
53.41
14.500' LT
26+00.00
27+00.00
28+00.00
25+50.00 26+50.00 27+50.00
Proposed Right-of-Way
App. Existing Right-of-Way
P5
P5
P6
P4
P5
P4
Monon Boulevard (NB)
Monon Boulevard (SB)
1st Street SW
Cycle Track (NB)
Cycle Track (SB)
See Monon & Main Package
Old Town On The Monon Apartments (North)
Carmel Clay Historical Society
Existing
Building
Monon Trail
Monon & Main
(future)
Project Limit Line
Project Limit Line
Project Limit Line
Project Limit Line
P6
P6
P6
P6
P5
P4
P5
P4
Project Limit Line Project Limit Line Project Limit Line Project Limit Line
Project Limit Line
R19.00'
R19.00'
R19.00'
R80.00'
R118.50'
R50.00'
R50.00'
8.00'
2.00'
5.00' 13.00'
3.00'
12.00' 8.00'
1.00'
88.31
26.000' RT
78.70
17.906' LT
89.36
17.906' LT
88.31
17.906' LT
29+00.00
30+00.00
31+00.00
28+50.00 29+50.00 30+50.00
Proposed Right-of-Way
App. Existing Right-of-Way
Main Street
Monon Boulevard (SB)
See Monon & Main Package
Monon Apartments (North) Old Town On The Monon Apartments (North)
Monon & Main
(future)
Sophia Square
Bub's Burgers
& Ice Cream
Project Limit Line Project Limit Line
Project Limit Line Project Limit Line
Monon Trail
PROJECT
END OF
Line "M"
PHASE 2
PROJECT
END OF
Line "M"
Sta. 30+16.00
14.50
13.500' LT
29.43
12.700' LT
79.43
12.700' LT
34.75
12.700' LT
84.75
12.694' LT
25.62
5.000' RT
64.43
19.000' RT
64.43
4.000' RT
79.43
16.000' RT
79.43
4.000' RT
89.43
16.000' RT
89.43
4.000' RT
89.43
6.000' RT
88.43
5.000' RT
99.43
6.000' RT
99.43
16.000' RT
99.43
14.000' RT
23+00.00
23+50.00
P5
Project Limit Line
P13
P9
P9
Project Limit Line
XX
XX
XX
P13
P12
79.18
23.000' RT
77.18
4.313' RT
78.68
11.194' LT
69.01
26.000' LT
77.68
26.000' LT
E2 99.18
23.000' RT
E2
69.01
10.451' LT
47.69
14.005' LT
P12
P12
P12
P12
P12
59.68
23.000' LT
P5
P12
69.01
23.000' LT
61.68
23.000' LT
59.68
17.000' LT
61.68
17.000' LT
71.01
17.000' LT
69.01
12.500' LT
71.01
12.500' LT
69.01
17.000' LT
77.68
3.688' LT
59.68
11.491' LT
44.34
25+00.00
26+00.00
25+50.00
Monon Boulevard (NB)
Monon Trail
Project Limit Line Project Limit Line
8.00'
2.00'
13.00'
3.00'
VARIES 8.00'
1.00'
77.09
21.000' RT
77.09
23.000' RT
87.09
21.000' RT
87.09
23.000' RT
7.09
23.000' RT
95.09
13.000' RT
7.09
13.000' RT
7.09
21.000' RT
27.09
23.000' RT
27.09
21.000' RT
47.09
23.000' RT
47.09
21.000' RT
67.09
23.000' RT
67.09
21.000' RT
87.09
23.000' RT
87.09
21.000' RT
97.09
23.000' RT
97.09
21.000' RT
67.09
13.000' RT
81.09
13.000' RT
P9
P9
P9
P9
P9 P9
VARIES
L1 F7 L1 F7 F7 L1 F7 F7 L1 F7 L1
A3 A3
1 SCALE: 1" = 1'-0"
CONCRETE JOINTING DETAIL
GENERAL 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.
5. BRUSH OUT MARKS FROM TROWEL ON EITHER SIDE OF TOOLED SCORE, LEAVING ONLY THE
TOOLED SCORE SMOOTH. WITHIN TOOLED SCORE.
1/2" DEEP HEEL-GRADE SEALANT
OVER BOND BREAKER TAPE
12" LONG SMOOTH STEEL EPOXY
COATED DOWEL AT 18" O.C., ONE
END GREASED, CENTERED IN SLAB.
3/8" Ø IN 4" SLAB; 1/2" Ø IN THICKER SLABS.
1/2" DEEP HEEL-GRADE SEALANT
TAR IMPREGNATED NON-EXTRUDING
EXPANSION JOINT MATERIAL
12" LONG SMOOTH STEEL EPOXY
COATED DOWEL AT 18" O.C., ONE
END GREASED, CENTERED IN SLAB.
3/8" Ø IN 4" SLAB; 1/2" Ø IN THICKER SLABS.
1/2" TOOLED SCORE OR 1/4" SAW CUT
CONTRACTION JOINT
MAY BE SAWN OR TOOLED. PLACE A MAXIMUM
SPACING OF 6'-0" O.C. IN WALKS OR 100 S.F. ON
CONCRETE SLABS (UNLESS NOTED OTEHRWISE).
WITHIN EACH RUN, MAKE SPACES EQUAL.
EXPANSION JOINT
PLACE A MAXIMUM SPACING OF 50' O.C. IN
CONCRETE WALKS AND CURBS. PLACE
EXPANSION JOINTS AT ALL POINTS OF
CURVATURE, AT STRUCTURES, AND WHERE NEW
CONCRETE WALKS MEET EXISTING PAVEMENTS.
1/4 OF
SLAB DEPTH
CONSTRUCTION/ COLD JOINT
PLACE AS DIRECTED ON DRAWINGS
2 SCALE: 1" = 1'-0"
SIDEWALK, CONCRETE
4"
4"
24" DEPTH,
UNLESS
OTHERWISE
NOTED
4"
COMPACTED SUBGRADE
COMPACTED AGGREGATE, NO. 53
CONCRETE, CLASS A, SIDEWALK;
REFER TO PLANS FOR SCORING
PATTERN, TRANSVERSE MEDIUM
BROOM FINISH ON ALL EXPOSED
SURFACES.
HOLD DOWN FINISH GRADE
1" SODDED LAWNS;
2" IN PLANT BEDS
CONCRETE, CLASS A, SIDEWALK;
SUBGRADE TREATMENT TYPE III
COMPACTED AGGREGATE NO. 53.
COMPACTED IN LIFTS OF 6" DEPTH, MAX.
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/ CHIP STONE.
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 4, SHEET
SD4.8 FOR RADIAL CUT PATTERN.
3. REFER TO TRANSITION DETAILS FOR ALL
EDGE CONDITIONS.
4. SEE DETAIL 8, SHEET SD4.2 FOR PAVER
EDGE RESTRAINT CONDITION.
3 SCALE: 1"=1'-0"
PAVERS, TYPE 3, TYPE 4, TYPE 5, & TYPE 6 (GRANITE)
5 SCALE: 3" = 1'-0"
PAVER, TYPE 8 (PARKING)
2 3/4"
1/4" 7 3/4"
1/2"
TOP OF LUG TO
FOLLOW BEVEL
1/8" BEVEL
1/4"
4" o.c. 3 3/16"
1/4" 7 3/4" 1/4"
4" o.c. 3 3/16"
1/2"
8"
1 1/2"
4"
2 1/4"
1/4"
LUG (TYP.)
SEE DETAIL
1/8" BEVEL
PAVER, TYPE 8, 3" GRANITE PAVER,
HAND-TIGHT BUTT JOINTS. JOINT
FILLER AGGREGATE IN JOINTS.
SEE PLANS FOR PATTERN.
GENERAL NOTES:
1. INSTALLATION CROSS SECTION SHALL
BE SIMILAR TO PAVER, TYPE 1, DETAIL 1,
THIS SHEET
R 0.125"
R 0.0625
0.25"
0.06"
LUG DETAIL
6 SCALE: 1" = 1'-0"
PAVERS, TYPE 9 (2" ASPHALT)
TYPICAL CONDITION
PAVER, TYPE 1.
SEE DETAIL 3, SHEET SD3.14
COMPACTED SUBGRADE
CURB, GRANITE, 6" WIDE, TYPE 3,
SEE DETAIL 6, SHEET SD3.13
5 SCALE: 1" = 1'-0"
CURB RAMP - SECTION AT RAMP, INCLUDING PAVER, TYPE 7
4"
CURB, GRANITE, 6" WIDE, TYPE 1 (BEYOND)
SEE DETAIL 1, SHEET SD3.15
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 1/4" CLAY PAVER WITH WARNING ELEMENTS,
HAND-TIGHT BUTT JOINTS, SWEEP PRE-MIXED POLYMERIC SAND IN JOINTS.
1/2" DEEP HEEL-GRADE SEALANT.
COLD JOINT
SIDEWALK, CONCRETE.
SEE DETAIL 2, SHEET SD3.14
1
2" TAR IMPREGNATED NON-EXTRUDING
EXPANSION JOINT MATERIAL
CONCRETE, CLASS A
R1"
5 1/2"
1'-0"
VARIES
VARIES;
4" 4" MIN.
CONCRETE, CLASS A
CURB, GRANITE, TYP., 6" WIDE, TYPE 1.
SEE DETAIL 1, SHEET SD3.15
R1"
1/2" TAR IMPREGNATED
NON-EXTRUDING
EXPANSION JOINT
MATERIAL, TYP.
11"
VARIES
12" MIN. TOPSOIL, TYP.,
3/4" ROLLED BITUMINOUS SETTING BED REFER TO SOIL PLANS
PAVER, TYPE 7. 2 1/4" CLAY PAVER WITH
WARNING ELEMENTS, HAND-TIGHT BUTT JOINTS,
SWEEP PRE-MIXED POLYMERIC SAND IN JOINTS.
5'-0"
1/2" TAR IMPREGNATED
NON-EXTRUDING
EXPANSION JOINT
MATERIAL
6 SCALE: 1" = 1'-0"
CURB RAMP - SECTION AT PAVER, TYPE 7
COMPACTED SUBGRADE
COMPACTED #53
AGGREGATE
1 1/2" PVC SLEEVES OR CORE DRILLED HOLES @
4'-0" O.C. ALONG EDGE AND AT LOW POINTS. FILL
R1"
PAVER, TYPE 1 (PERMEABLE).
SEE DETAIL 1, SHEET SD4.2
2 - #5 BARS CONTINUOUS ALONG CURB. PROVIDE
TWO (2) 18" #5 DOWELS THROUGH EXPANSION
JOINTS. ALL STEEL REINFORCING, 3" CLEAR.
CONCRETE, CLASS A
COMPACTED SUBGRADE
CURB, GRANITE, 6" WIDE, TYPE 1, 8" DEPTH
7" L x 1/2" Ø STAINLESS STEEL DOWELS.
2 PER STONE; MIN 3" EMBEDMENT.
R1"
TREE GRATE & FRAME
SEE DETAILS, SHEET SD4.21
1/2" TAR IMPREGNATED NON-EXTRUDING
EXPANSION JOINT MATERIAL
1/2" 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"
1'-0" 6"
CONDITION ADJACENT TO SIDEWALK
CONDITION ADJACENT TO TREE GRATES & PLANT BEDS
5 1/2"
6" 1'-0" 6"
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.
CONCRETE, CLASS A
6" x 12" #5 BENT L-BAR AT 30" O.C., MIN. 3"
EMBEDMENT IN SIDEWALK, 3" CLEAR
1'-2"
PAVER, TYPE 1 (PERMEABLE).
SEE DETAIL 1, SHEET SD4.2
CURB, GRANITE, 6" WIDE, TYPE 1, 8" DEPTH
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
1/2" DEEP HEEL-GRADE SEALANT
1/2" TAR IMPREGNATED NON-EXTRUDING
EXPANSION JOINT MATERIAL
EXTEND GEOTEXTILE AND GEOGRID UNDER
CONCRETE FOUNDATION, SEE DETAIL 3, SD3.14.
EXTEND GEOTEXTILE AND GEOGRID UNDER
CURB (BEYOND)
PAVER, TYPE 2. 2 3/4" 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.
PAVER EDGE RESTRAINT, TYPE 1. RESTRAINT TO BE 4" HEIGHT, FIELD CUT TO 3"
HEIGHT TO ELIMINATE CONNECTION SLOT AND MAINTAIN MAXIMUM THICKNESS
OF 1/8". MINIMUM LENGTH 3'; ADJACENT RESTRAINT PIECES NOT TO BE SPLICED.
90° HERRING BONE PATTERN;
PAVER, TYPE 2
SECTION
PLAN
2 3/4"
2"
4 1/4"
1'-6"
3'-0"
6"
2 1/2"
8"
1"
10'-0"
2 3/4"
1"
9"
9"
6"
1'-4" 1'-4"
3'-0" 1'-4" 10'-0" 1'-4"
PCCP, 8" THICK, MIN.
JOINT FILLER AGGREGATE
BEDDING COURSE AGGREGATE, PAVER, TYPE 1
#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; JOINT NOT TO
EXCEED 1/4" AT PAVER TRANSITION (INCLUDES WIDTH OF PAVER EDGE
RESTRAINT AND PAVER LUGS). BACKFILL WITH JOINT FILLER AGGREGATE.
EDGE OF PCCP BELOW
1 1/2" PVC SLEEVES OR CORE DRILLED HOLES AT 4'-0" O.C. MAX.
AND AT LOW POINTS (FIELD LOCATE). FILL WITH CHIP STONE.
ANCHOR WITH 1" LONG RAMSET/HILTI OR
1 SCALE: 1"=1'-0"
TYPE 6/ROADWAY TO PAVERS, TYPE 2/IN MEDIAN
EXISTING PAVER ROADWAY
EXISTING PAVERS, TYPE 6
PAVER, TYPE 2 (CLAY PAVER)
REFER TO DETAIL 2, SHEET SD4.2
12" x 1/2'' Ø SMOOTH STEEL DOWELS @ 18'' O.C.,
ONE END GREASED, CORE DRILL AND EPOXY
INTO EXISTING CONCRETE, MIN 3" EMBEDMENT.
REMOVE EXISTING STEEL ANGLE
TEMPORARY EDGE RESTRAINT
3 3/4"
4"
4"
6"
EXISTING CONCRETE SLAB, EXTENDS APPROX.
3" BEYOND EDGE OF EXISTING PAVERS
1/2" TAR IMPREGNATED NON-EXTRUDING
EXPANSION JOINT MATERIAL
THICKENED EDGE AT TRANSITION
GENERAL NOTES:
1. REFER TO DETAIL 1, SHEET SD3.3
FOR ENLARGED PAVING DETAIL
1'-0" 1'-0"
TRANSITION-EXISTING PAVERS,
2 SCALE: 1"=1'-0"
TRANSITION-EXISTING PAVERS, TYPE 6/ROADWAY TO PAVERS, TYPE 4 & 5
EXISTING PAVER ROADWAY
3 3/4"
6"
6"
EXISTING PAVER, TYPE 6
PAVER, TYPE 4 OR TYPE 5,
REFER TO DETAIL 3, SHEET SD4.2
GENERAL NOTES:
1. REFER TO DETAIL 1, SHEET SD3.3 FOR ENLARGED PAVING DETAIL
PAVER, TYPE 3,
REFER TO DETAIL 3, SHEET SD4.2
12" x 1/2'' Ø SMOOTH STEEL DOWELS @ 18'' O.C.,
ONE END GREASED, CORE DRILL AND EPOXY
INTO EXISTING CONCRETE, MIN 3" EMBEDMENT.
REMOVE EXISTING STEEL ANGLE
TEMPORARY EDGE RESTRAINT
1/2" TAR IMPREGNATED NON-EXTRUDING
EXPANSION JOINT MATERIAL
1/8" JOINT, SWEEP PRE-MIXED
POLYMERIC SAND IN JOINTS.
3 SCALE: 1"=1'-0"
TRANSITION SIDEWALK, CONCRETE 4 INCH TO 6 INCH
GENERAL NOTES:
1. REFER TO "CONCRETE JOINTING DETAIL", TYP.
2. REFER TO SITE LAYOUT PLAN FOR JOINTING LAYOUT.
6"
4"
4"
4"
SIDEWALK, CONCRETE,
REFER TO DETAIL 2, SHEET SD4.1
EXPANSION JOINT WITH 12" LONG x 1/2" Ø SMOOTH
STEEL EPOXY COATED DOWELS @ 18'' O.C., ONE END
4'-0" 6" 1'-0"
1.5 % SLOPE
1.5 % SLOPE
PAVER ROADWAY,
PERMEABLE PAVERS
TRANSITION - GRANITE CURB
TO SIDEWALK, CONCRETE.
SEE DETAIL 1, SHEET SD4.3
2 SCALE: 1/2" = 1'-0"
CYCLE TRACK TYPICAL CROSS SECTIONS - OVER SOIL CELLS
1'-0" 5'-0" 6"
SIDEWALK, CONCRETE.
SEE DETAIL 2, SHEET SD4.1
CONDITION ADJACENT TO SIDEWALK
1/2" TOOLED SCORE (TYP.)
4"
SUSPENDED PAVEMENT ASSEMBLY
SEE DETAILS, SHEET SD6.2 & SD6.4
4"
4"
6" 5'-0" 6" 1'-0"
SIDEWALK, CONCRETE.
SEE DETAIL 2, SHEET SD4.1
1/2" TOOLED SCORE (TYP.)
CONDITION ADJACENT TO TREE GRATE/SIDEWALK
1 SCALE: 1/2" = 1'-0"
CYCLE TRACK TYPICAL CROSS SECTIONS
4'-0" 6" 1'-0"
1.5 % SLOPE
1'-0" 5'-0" 6"
SIDEWALK, CONCRETE.
SEE DETAIL 1, SHEET SD4.1
CONDITION ADJACENT TO SIDEWALK
1/2" TOOLED SCORE (TYP.)
1/2" TAR IMPREGNATED
NON-EXTRUDING EXPANSION JOINT
MATERIAL, SEALED
4"
12" x 3/8''Ø SMOOTH STEEL EPOXY COATED
DOWELS @ 18'' O.C., ONE END GREASED.
COLD JOINT
4"
1.5 % SLOPE
8"
5 1/4"
6" 5'-0"
PAVER, TYPE 9 (ASPHALT),
SEE DETAIL 6, SD4.2
SIDEWALK, CONCRETE.
SEE DETAIL 2, SHEET SD4.1
CONDITION ADJACENT TO SIDEWALK & PLANT BED
CURBS TO BE INTEGRALLY POURED WITH
SIDEWALK, CONCRETE 6 IN.; NO EXPANSION JOINT
6" 4'-0"
SUSPENDED PAVEMENT ASSEMBLY
SEE DETAILS, SHEET SD6.2 & SD6.4
MULCH, STONE; SEE TREE
PLANTING DETAILS
ROOT BARRIER, 12" DEEP
1/2" TAR IMPREGNATED NON-EXTRUDING
6.33'
1.33' 6' 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'
1.33' 6' 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
P6 1|1
P6 1|1
P5 1|1
P6 1|1
P1 1|1
P6 1|1
P6 1|1
P2 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'
1.33' 1.33' 1.33'
P2 1|2
P6 1|1
ALTERNATING PAVER
COURSE TO BE FIELD CUT
6 SCALE: 1/2" = 1'-0"
MONON TRAIL, PAVEMENT PATTERN, 118.5' RADIAL CUT
P9 2|1
P9 2|1
P9 1|1
TRAIL CENTERLINE
PAVER FIELD
18" PAVER BORDER
P9 2|1
18" PAVER BORDER
5
COURSES
4
COURSES
4
COURSES
4
COURSES
4
COURSES
P9 2|1
P9 1|1
TRAIL CENTERLINE
PAVER FIELD
P9 2|1
18" PAVER BORDER
5 SCALE: 1/2" = 1'-0"
MONON TRAIL, PAVEMENT PATTERN, 80' RADIAL CUT
P9 2|1
18" PAVER BORDER
ALTERNATING PAVER
COURSE TO BE FIELD CUT
4 SCALE: 1/4" = 1'-0"
MONON TRAIL PAVER PATTERN - 118.5' RADIUS
SEE DETAIL 6, THIS SHEET FOR ENLARGEMENT
STRAIGHT SECTION
STRAIGHT SECTION
3 SCALE: 1/4" = 1'-0"
MONON TRAIL PAVER PATTERN - 80' RADIUS
SEE DETAIL 5, THIS SHEET FOR ENLARGEMENT
P9 X|X
PAVER TYPE
SIZE/PATTERN DESIGNATION
COLOR DESIGNATION
KEYNOTE DIAGRAM
UNIT PAVER KEYNOTES
PAVERS, TYPE 9
COLOR: 1
PATTERN: STAGGERED COURSE
PAVERS, TYPE 9
COLOR: 2
PATTERN: STAGGERED COURSE
PAVERS, TYPE 9
COLOR: 3
PATTERN: STAGGERED COURSE
P9 1|1
P9 2|1
P9 3|1
3 SCALE: 1/2" = 1'-0"
PAVERS, BIKE SYMBOL
6'-0" 6'-0" 6'-0"
P9 1|1
2'-0" 3'-4" 5'-0"
P9 2|3 P9 2|3 P9 2|3 P9 2|3
1 SCALE: 1/4" = 1'-0"
CYCLE TRACK INTERSECTION APPROACH - ENLARGEMENT PLAN
2 SCALE: 1/4" = 1'-0"
MONON TRAIL INTERSECTION APPROACH - ENLARGEMENT PLAN
5 COURSE
SOLID
5 COURSE
SOLID
5 COURSE
MIXED
5 COURSE
SOLID
5 COURSE
MIXED
5 COURSE
SOLID
5 COURSE
MIXED
5 COURSE
SOLID
5 COURSE
MIXED
5 COURSE
SOLID
5 COURSE
MIXED
5 COURSE
SOLID
5 COURSE
MIXED
5 COURSE
SOLID
P9 1|1 P9 2|1 P9 1|1 P9 1|1 P9 1|1
P9 2|1
P9 1|1
P9 2|1
P9 1|1 P9 1|1
P9 2|1
P9 1|1 P9 1|1
P9 2|1
P9 1|1
P9 2|1
P9 1|1 P9 1|1
P9 2|1
P9 1|1
15% BLEND 30% BLEND 40% BLEND 50% BLEND 60% BLEND 80% BLEND
85% BLEND 70% BLEND 60% BLEND 50% BLEND 40% BLEND 20% BLEND
CONTINUED SOLID
P9 1|1
1'-8 3/4" 5 COURSE
SOLID
5 COURSE
MIXED
5 COURSE
8
ROWS
24
ROWS
8
ROWS
18
ROWS
11
ROWS
13 ROWS
15
ROWS
1 ROW
1 ROW
7
ROWS
P2 4|2
P2 2|2
P2 2|2
P2 3|2
P2 2|2
P2 4|2
P2 4|2
7
ROWS
15
ROWS
12
ROWS
9
ROWS
8
ROWS
1 ROW
12
ROWS
17
ROWS
15
ROWS
1 ROW
2 ROWS
9
ROWS
8
ROWS
9
ROWS
P2 4|2
P2 3|2
P2 2|2
P2 3|2
P2 4|2
P2 4|2
P2 3|2
P2 2|2
P2 3|2
P2 4|2
P2 3|2
P1 1|1 P1 1|1
R10'
6'
6'
10'
1.33' 6' 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
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
VARIES
5" TO 6"
VARIES
5" TO 6"
1 SCALE: 3/4"=1'-0"
BIKE RACK, TYPE 1
FRONT VIEW SIDE VIEW
2'-10"
5"
CONCRETE SIDEWALK, 6"
(EXISTING OR NEW)
3'-3"
GENERAL NOTES:
1. SEE SPECIAL PROVISIONS FOR ADDITIONAL REQUIREMENTS.
2. ALL BIKE RACK LOCATIONS TO BE APPROVED IN FIELD BY ENGINEER.
3. CONTRACTOR TO ENSURE 34" EXPOSURE ABOVE FINISH GRADE.
3/8" Ø ANCHOR ROD
SUPPLIED BY MANUFACTURER
CORE DRILL, FILL HOLES
WITH NON-SHRINK GROUT
AFTER PLACING BIKE RACK
IN PLACE.
BIKE RACK, IN-GROUND;
CUSTOM HEIGHT, REFER TO
SPECIAL PROVISIONS
SUSPENDED PAVEMENT
ASSEMBLY OR
COMPACTED SUBGRADE,
REFER TO SITE LAYOUT
PLANS
PLAN VIEW
3'-0"
MIN.
3'-0"
TYP..
1'-6"
MIN.
1'-8"
MIN. EXTENT OF SIDEWALK,
CONCRETE, 6 INCH, REFER
TO LAYOUT PLANS
BIKE RACK, IN-GROUND;
CUSTOM HEIGHT, REFER TO
SPECIAL PROVISIONS
2 SCALE: 3/4"=1'-0"
BIKE RACK, TYPE 2
FRONT VIEW SIDE VIEW
PAVERS, TYPE 9 (ASPHALT).
SEE DETAIL 6, SHEET SD4.2.
CORE DRILL 3" Ø ANCHOR HOLE, 2 EA.
FILL HOLES WITH NON-SHRINK GROUT
AFTER SECURING BIKE RACK IN PLACE.
U-BIKE RACK, REFER TO
SPECIAL PROVISIONS
3/8" Ø ANCHOR ROD SUPPLIED
BY MANUFACTURER
4'-7 3/4"
3'-8"
PAVERS, TYPE 9 (ASPHALT).
SEE DETAIL 6, SHEET SD4.2
PIN SENSOR LOOPS AT EDGES AND AT MIDDLE
OF RUN TO BITUMINOUS SETTING BED W/
1 1/2" TAPCON ANCHOR OR APPROVED EQUAL
2 SCALE: 1" = 1'-0"
PED/BIKE COUNTER - ENLARGEMENT PLAN
EMBED SENSOR LOOP (BELOW PAVERS).
INSTALL PER MANUFACTURE'S INSTRUCTIONS.
PAVERS, TYPE 9 (ASPHALT).
SEE DETAIL 6, SHEET SD4.2
URBAN MULTI PED/BIKE COUNTER,
REFER TO SPECIAL PROVISIONS. INSTALL
PER MANUFACTURE'S INSTRUCTIONS.
ECO-COUNTER
HANDHOLD CURB, GRANITE, 6" TYPE 1
PLANT BED 6" 15'-0"
ELECTRICAL CABLE TO PED/BIKE COUNTER
DISPLAY ( PER MANUFACTURER INSTRUCTIONS)
1 SCALE: 1" = 1'-0"
PED/BIKE COUNTER
CONDITION IN PAVERS - SECTION
GENERAL NOTES:
1. INSTALL PED/BIKE COUNTER WITH PYRO SENSOR
FACING (PERPENDICULAR TO) CYCLE TRACK
CONCRETE, CLASS A, FOUNDATION
w/ MEDIUM BROOM FINISH
URBAN MULTI PED/BIKE COUNTER,
REFER TO SPECIAL PROVISIONS. INSTALL
PER MANUFACTURE'S INSTRUCTIONS.
1" Ø CONDUIT,
ECO-COUNTER HANDHOLD TYP.
PLANT BED, HOLD FINISH GRADE
(TOP OF MULCH) DOWN 1" BELOW
TOP OF FOUNDATION.
1'-4" SQ.
10"
1'-1"
1'-1"
1'-0"
COMPACTED AGGREGATE,
NO. 53 BASE
4"
CURB, GRANITE, 6" TYPE 1
PAVERS, TYPE 9 (ASPHALT).
SEE DETAIL 6, SHEET SD4.2
EMBED ZELT SENSOR LOOPS WITHIN
TOP 1/2" OF BITUMINOUS SETTING BED
1" CONDUIT
3 SCALE: 1" = 1'-0"
PED/BIKE COUNTER DISPLAY
7'-6 1/2"
2'-2" SQUARE
1'-0"
6"
COMPACTED AGGREGATE, NO. 53 BASE
COMPACTED SUBGRADE
CONCRETE, CLASS A, FOUNDATION
w/ MEDIUM BROOM FINISH
PAVERS, TYPE 9 (ASPHALT).
SEE DETAIL 6, SHEET SD4.2
12" X 1/2" Ø SMOOTH STEEL EPOXY COATED
1 SCALE: 3/4" = 1'-0"
BENCH TYPE 1, 70" BACKLESS (SURFACE MOUNT)
4"
4"
1'-4 1/16" o.c.
1'-8 1/2"
FRONT SECTION SIDE SECTION
ENLARGED PLAN
5'-7 3/4" o.c.
CORE DRILL 3/4" ANCHOR HOLE,
3" DEPTH, EPOXY SET
BENCH, TYPE 1. REFER TO SPECIAL
PROVISIONS. INSTALL PER
MANUFACTURER'S INSTRUCTIONS.
1'-8 1/2"
5'-10"
6" 5'-10" 6"
1'-11 3/8"
BENCH, TYPE 1. REFER TO SPECIAL
PROVISIONS. INSTALL PER
MANUFACTURER'S INSTRUCTIONS.
GENERAL NOTES:
1. ALL BENCH LOCATION TO BE APPROVED IN FIELD ENGINEER
2. REFER TO CONCRETE JOINTING DETAIL FOR JOINT REQUIREMENTS
SIDEWALK, CONCRETE,
REFER TO DETAIL 2, SHEET SD4.1
2 SCALE: 3/4" = 1'-0"
BENCH TYPE 2, 120" BACKLESS (SURFACE MOUNT WITH PAVER ADAPTER, TYPE 9)
4"
4"
1'-8 1/2"
4"
4"
PAVER ADAPTER
COMPACTED #53 AGGREGATE
PAVERS, TYPE 9.
REFER TO DETAIL 6, SHEET SD4.2.
BENCH, TYPE 2 REFER TO SPECIAL
PROVISIONS. INSTALL PER
MANUFACTURER'S INSTRUCTIONS.
1'-8 1/2"
FRONT SECTION SIDE SECTION
ENLARGED PLAN
4'-10 7/8" o.c.
10'-0"
1'-11 3/8"
BENCH, TYPE 2. REFER TO SPECIAL
PROVISIONS. INSTALL PER
MANUFACTURER'S INSTRUCTIONS.
GENERAL NOTES:
1. ALL BENCH LOCATION TO BE APPROVED IN FIELD ENGINEER
2. REFER TO CONCRETE JOINTING DETAIL FOR JOINT REQUIREMENTS
1'-4 1/16" o.c.
PAVER ADAPTER
PAVER, TYPE 9
3 SCALE: 3/4" = 1'-0"
BENCH TYPE 3, 70" BACKED (EMBEDDED IN PAVERS, TYPE 3)
9'-0"
4"
5'-7 3/4" o.c.
3'-0"
1'-2 3/4"
1'-3" 1'-0"
SECTION
HOLD FINISH GRADE
(TOP OF MULCH) 1" BELOW
TOP OF PAVEMENT
PAVERS, TYPE 9,
SEE DETAIL 6, SHEET SD4.2
12" LONG x 3/8" Ø SMOOTH
STEEL EPOXY COATED DOWEL
AT 18" O.C., ONE END GREASED
ANCHOR, TYP. INSTALL PER
TAR-IMPREGNATED NON-EXTRUDING MANUFACTUER'S INSTRUCTIONS.
EXPANSION JOINT MATERIAL
BENCH, TYPE 4. REFER TO SPECIAL
PROVISIONS. INSTALL PER
MANUFACTURE'S INSTRUCTIONS.
PAVER EDGE RESTRAINT, REFER
TO DETAIL 8, SHEET SD4.2
CONCRETE, CLASS A, FOOTING TO
BE INCLUDED IN COST OF BENCH
CONCRETE, CLASS A, FOUNDATION
SUBGRADE TREATMENT, TYPE III.
COMPACT TO 95% PROCTOR
SECTION
2'-4 1/4"
4'-11 3/8"
1'-0"
6"
6"
2 3/4"
HOLD FINISH GRADE
(TOP OF MULCH) 1" BELOW
TOP OF PAVEMENT
BENCH, TYPE 4. REFER TO SPECIAL
PROVISIONS, INSTALL PER
MANUFACTURER'S INSTRUCTIONS.
7" LONG x 1/2" Ø THREADED ROD
ANCHOR ROD, TYP. CORE DRILL
AND EPOXY SET IN PAVERS.
PAVER EDGE RESTRAINT,
SEE DETAIL 8, SHEET SD4.2
PAVER, TYPE 9.
SEE DETAIL 6, SHEET SD4.2.
1
SD4.24
COMPACTED
AGGREGATE, NO. 53 BASE
TOPSOIL, AMENDED.
TOPSOIL, AMENDED.
10" 10" 2'-5 1/4" 10" 2'-4 1/4" 10"
7" 1'-2"
1'-0"
6"
MONOLITHIC THICKENED CONCRETE
SLAB, EXTRA LABOR AND MATERIALS
TO BE INCLUDED IN COST OF BENCH
CONDITION AT SHARED FOOTING
10" 2'-2 7/16" 1'-4" 2'-2 7/16" 10"
CONDITION AT ADJACENT STABILIZED DECOMPOSED GRANITE
3 SCALE: 1"=1'-0"
DRINKING FOUNTAIN
4'-6"
2'-3"
2'-10"
PUSH BAR
GENERAL NOTES
1. TO BE INSTALLED SO THAT DRINKING FOUNTAIN
EXTENSION ARM IS PARALLEL TO TRAIL. REFER
TO LAYOUT PLAN.
11 3/4" RECESSED BOTTLE FILLER
PAVERS, VARIES, REFER TO LAYOUT PLANS.
SET FLUSH WITH TOP OF FOUNTAIN
FOUNDATION.
CONDITION AT ADJACENT PAVERS
PLAN
PET FOUNTAIN
BOTTLE FILLER
DRINKING
FOUNTAIN
R5"
CONCRETE FOOTING, REFER TO
STRUCTURAL SHEETS
2" DIA. SCD 40 PVC DRAIN LINE
4'-6"
2'-3"
2'-10"
GENERAL NOTES
1. TO BE INSTALLED SO THAT DRINKING FOUNTAIN
EXTENSION ARM IS PARALLEL TO TRAIL. REFER
TO LAYOUT PLAN.
11 3/4"
PLAN
PET FOUNTAIN
BOTTLE FILLER
DRINKING
FOUNTAIN
R5"
PUSH BAR
DRINKING FOUNTAIN WITH BOTTLE
FILLER AND DOG TRAY. REFER TO
SPECIAL PROVISIONS. INSTALL PER
MANUFACTURER'S INSTRUCTIONS.
RECESSED BOTTLE FILLER
STABILIZED DECOMPOSED GRANITE,
SEE DETAIL 6, SHEET SD4.1. SET FLUSH
WITH TOP OF FOUNTAIN FOUNDATION.
CONCRETE FOOTING, REFER TO
STRUCTURAL SHEETS
2" DIA. SCD 40 PVC DRAIN LINE
HANDHOLD ACCESS
1 1/2" SCD 40 PVC DRAIN PIPE
WATER LINE
3" DIA. SST OPEN HUB DRAIN
SPIGOT
CUSTOM BASE PLATE, REFER TO
STRUCTURAL SHEETS
DRINKING FOUNTAIN WITH BOTTLE
FILLER AND DOG TRAY. REFER TO
CONCRETE FOUNDATION (BELOW)
8'-0"
2'-6"
1'-0"
2'-6"
ANCHOR TAB, TYP. OF 4. COORDINATE ANCHOR
TAB LOCATIONS WITH ARTWORK ANCHOR POINTS.
STABILIZED DECOMPOSED GRANITE
ART PIECE NO. 3 SHOWN LIGHTLY FOR REFERENCE.
CONTRACTOR SHALL COORDINATE INSTALLATION WITH OWNER.
ART PIECE NO. 3 TO BE SUPPLIED AND INSTALLED
BY OWNER. CONTRACTOR SHALL COORDINATE
INSTALLATION WITH OWNER.
#5 REBAR, CONT., BOTH WAYS, 3" CLEAR.
CONCRETE FOUNDATION,
CLASS A
COMPACTED AGGREGATE, NO. 53 BASE
STABILIZED DECOMPOSED GRANITE.
SEE DETAIL 5, SHEET SD4.1. EXTEND
OVER TOP OF FOUNDATION.
COMPACTED SUBGRADE
8"
4"
1"
GEOTEXTILE FABRIC
4 SCALE: 1" = 1'-0"
ART PIECE NO. 3, FOUNDATION
SECTION
ENLARGEMENT PLAN
SEE CROSS SECTION, THIS DETAIL
3'-7 1/2"
1'-10 1/8"
PAVERS, VARIES, REFER
TO LAYOUT PLANS
CORE DRILL 1/2" DIAMETER ANCHOR HOLE,
INSERT 3/8" ANCHOR TO BE SET MIN. 1-1/2"
INTO CONCRETE
SIDE OPENING HINGED LITTER RECEPTACLE
WITH LINER. REFER TO SPECIFICATIONS.
INSTALL PER MANUFACTURER'S INSTRUCTIONS.
CONDITION AT PAVERS
PLAN
1 SCALE: 1"=1'-0"
RECEPTACLE, TRASH AND RECYCLE
STABILIZED DECOMPOSED
GRANITE, REFER TO DETAIL 6,
SHEET SD4.1
SIDE OPENING HINGED LITTER RECEPTACLE
WITH LINER. REFER TO SPECIFICATIONS.
INSTALL PER MANUFACTURER'S INSTRUCTIONS.
CONDITION AT STABILIZED DECOMPOSED GRANITE
PLAN
3'-7 1/2"
1'-10 1/8"
CORE DRILL 1-7/8" DEEP x 1/2" DIAMETER
ANCHOR HOLE, INSERT 3/8" - 16 x 1-1/2"
ANCHOR, EPOXY SET.
SIDE OPENING HINGED LITTER RECEPTACLE
WITH LINER. REFER TO SPECIFICATIONS.
INSTALL PER MANUFACTURER'S INSTRUCTIONS.
SUSPENDED PAVEMENT
ASSEMBLY. SEE SOILS
PLAN AND SHEET
SD6.2-6.4 FOR DETAILS.
1A SCALE: 1" = 1'-0"
RECEPTACLE, PEDESTAL, GFCI - TYPE 1
(2) Ø 3/8" BENT BAR, 3" CLR
PAVER ROADWAY,
PERMEABLE PAVERS
GRANITE CURB,
GRANITE, 6" WIDE
x 6" DEPTH
SIDEWALK, CONCRETE, THICKENED,
REFER TO TREE GRATE DETAILS
CYCLE TRACK.
REFER TO DETAIL 2,
SHEET 4.7
5' SQ. TREE GRATE
FRAME, REFER TO
DETAIL 1, SHEET SD4.28 BASE PLATE
CONCRETE PAD
BASE OF PEDESTAL
EDGE OF TREE GRATE,
5-7/8" x 3-3/8" OPENING
SIDEWALK, CONCRETE, THICKENED,
REFER TO TREE GRATE DETAILS
5' SQ. TREE GRATE WITH
FRAME, REFER TO
DETAIL 1, SHEET SD4.28
HINGED TOP ON RECEPTACLE
CONCRETE PAD
INTEGRAL BASE PLATE
BASE OF RECEPTACLE
GENERAL NOTES:
1. INSTALL PEDESTAL PER
MANUFACTURER'S
INSTRUCTIONS.
2. PEDESTAL TO BE INSTALLED
WITH HINGE TOP OPENING
TOWARDS TREE.
3. REFER TO TREE GRATE
ELECTRICAL CONDUIT, DETAIL 1, SHEET SD4.28.
REFER TO ELEC. SHEETS
GENERAL NOTES:
1. INSTALL PEDESTAL PER
MANUFACTURER'S INSTRUCTIONS.
2. PEDESTAL TO BE INSTALLED WITH
HINGE TOP OPENING TOWARDS
TREE.
3. LOCATION PER LAYOUT PLAN SHALL
BE AT THE CENTER OF THE
RECEPTACLE BASE.
ELECTRICAL CONDUIT,
REFER TO ELEC. SHEETS
3" MULCH, HARDWOOD SHREDDED
BARK, SEE SPECIAL PROVISIONS.
HINGED TOP ON RECEPTACLE
BASE OF RECEPTACLE
1B SCALE: 1" = 1'-0"
RECEPTACLE, PEDESTAL, GFCI - TYPE 2
3 SCALE: 1 1/2" = 1'-0"
TYPE "A" TREE GRATE FRAME ANCHOR - ENLARGEMENT
3 3/4"
1'-0"
4 SCALE: 1 1/2" = 1'-0"
TYPE "B" TREE GRATE FRAME ANCHOR- ENLARGEMENT
EQ EQ
GENERAL NOTES:
1. ANGLED 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.
6" MIN.
6" MIN.
ANGLE STOCK
PERIMETER FRAME
#3 REBAR EMBEDMENT ANCHOR,
EQUAL SPACING NOT TO EXCEED
18" O.C. TYP.
SECTION ISOMETRIC
TREE GRATE
ANGLE STOCK PERIMETER FRAME, SIZED
TO COORDINATE WITH GRATE
THICKNESS AND MAINTAIN 3-3/4" HIGH
EDGE PROFILE.
EXISTING GRANITE CURB
1/2" EXPANSION JOINT (SEALED)
ANGLE STOCK PERIMETER
FRAME, SIZED TO COORDINATE
WITH GRATE THICKNESS.
ANGLE TAB, EQUAL SPACING, NOT TO
EXCEED 18" O.C. TYP. OR AS SPECIFIED
1" MORTAR BED
3/4"X 2" CONTINUOUS FLAT BAR
TO PROVIDE EXTRA LOADING
ALONG CURB
3/4"X 2" CONTINUOUS FLAT BAR
SECTION ISOMETRIC
EXISTING CONCRETE
FOUNDATION FOR
CURB
TREE GRATE TYP. #3 REBAR EMBEDMENT
ANCHOR, 6" TYP. OVERALL LENGTH
ANGLE STOCK PERIMETER FRAME, SIZED TO
COORDINATE WITH GRATE THICKNESS.
CURB TO BE INTEGRALLY
POURED WITH CONCRETE,
SIDEWALK, 6 INCH;
NO EXPANSION JOINT
CYCLE TRACK. SEE DETAIL
9, SHEET 3.5
SUSPENDED PAVEMENT
ASSEMBLY, SEE DETAIL
SHEET SD5.6
1/4" x 3" x 2" TAB w/ 9/16"
HOLE FOR 1/2" CONCRETE
ANCHOR ANGLE TAB,
EQUAL SPACING, NOT TO
EXCEED 18" O.C. TYP. OR
1 SCALE: 1/2" = 1'-0"
TREE GRATE, TYPE 3 (5'x10') - ENLARGEMENT PLAN
EQ. EQ.
5' [+/-]
SQ. TREE GRATE
1'-0" 4'-0"
GENERAL NOTES:
1. INSTALL PER MANUFACTURER'S
RECOMMENDATIONS.
2. CONTRACTOR SHALL SUPPLY
SHOP DRAWINGS.
2 SCALE: 1/2" = 1'-0"
TREE GRATE, TYPE 3 - SECTION
3 3/4"
1'-6" (+/- 5
8")
OPENING
EQ. SPACING,
NOT TO EXCEED
18". O .C.
10"
10"
PAVER, TYPE 2, REFER TO
DETAIL 2, SHEET SD4.2
4
SD4.22
5' x 10' TREE GRATE FRAME,
MILD STEEL w/ BLACK
POWDER COAT, TYPE "D"
ANCHORS ON (3) SIDES,
SEE DETAIL 8, THIS SHEET
5' x 10' TREE GRATE, TYPE 2,
RAW DUCTILE IRON w/
BLACK POWDER COAT,
TREE OPENING 1'-6" x 1'-6"
(+/- 1")
TREE PLANTING. REFER TO
PLANTING DETAILS FOR
ADDITIONAL REQUIREMENTS
TREE GRATE, TYPE 2 (5' X 10') , RAW
DUCTILE IRON w/ BLACK POWDER
COAT, TREE OPENING 1'-6" x 1'-6" (+/- 1")
MULCH, STONE, REFER TO PLANTING
DETAILS FOR ADDITIONAL REQUIREMENTS
5' X 10'SQ. TREE GRATE FRAME, MILD STEEL w/
BLACK POWDER COAT, TYPE "D" ANCHORS
ON (3) SIDES, SEE DETAIL 8, THIS SHEET
PAVER TYPE 2, REFER TO DETAIL 2,
SHEET SD4.2
SUSPENDED
PAVEMENT ASSEMBLY.
SEE SOILS PLAN AND
SHEET SD5.3 FOR
DETAILS.
TOPSOIL, AMENDED
SEE SOILS DETAILS
5' x 10' TREE GRATE FRAME, MILD
STEEL w/ BLACK POWDER COAT,
TYPE "C" ANCHORS ON (1) SIDE.
SEE DETAIL 7, THIS SHEET
TRAIL SIGNAGE DETAILS
CK
PA
LW
KO
REFER TO DETAIL
SD4.31
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
TRAIL SIGNAGE DETAILS
CK
PA
LW
KO
REFER TO DETAIL
SD4.32
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
TRAIL SIGNAGE DETAILS
CK
PA
LW
KO
REFER TO DETAIL
SD4.33
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
TRAIL SIGNAGE DETAILS
CK
PA
LW
KO
REFER TO DETAIL
SD4.34
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
TRAIL SIGNAGE DETAILS
CK
PA
LW
KO
REFER TO DETAIL
SD4.35
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
TRAIL SIGNAGE DETAILS
CK
PA
LW
KO
REFER TO DETAIL
SD4.36
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
TRAIL SIGNAGE DETAILS
CK
PA
LW
KO
REFER TO DETAIL
SD4.37
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
TRAIL SIGNAGE DETAILS
CK
PA
LW
KO
REFER TO DETAIL
SD4.38
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
PHASE 2
Sta. 9+57.72
PROJECT
BEGINNING OF
Line "M"
'S1'
'S1'
'S3'
'S3'
'S2'
'S8' 'S8'
'S8'
P4-15
#10 wire, 1"C.
P4-2
#10 wire, 1"C.
1
1
1
P4-30
#10 wire, 1"C.
P4-30
#10 wire, 1"C.
P4-22
#10 wire, 1"C.
P4-22
#10 wire, 1"C.
Pedestal mount with GFCI duplex receptacle. Refer to
details on sheet SD3.9.
Quadraplex receptacle, groundbox. Refer to details on
sheet SD3.9.
Pedestal mount charging station with GFCI duplex
receptacle and USB ports. Refer to details on sheet
SD3.9.
At base of artwork structure, stub up circuit with WP
switch. Connection to artwork by others.
Contractor shall provide and install a 4-pole contactor
"LC1" (for site lighting) at Existing Panel "P1" location.
Contactor shall be controlled by photocell "On" and
digital time switch "Off".
1
2
3
4
5
Contractor shall provide and install a 4-pole contactor
"LC2" (for site lighting) at Existing Panel "P2" location.
Contactor shall be controlled by photocell "On" and
digital time switch "Off".
Contractor shall provide and install a 6-pole contactor
"LC3" (for site lighting) at Panel "P3" location. Contactor
shall be controlled by photocell "On" and digital time
switch "Off".
Contractor shall provide and install a 8-pole contactor
"LC4" (for site lighting) at Panel "P4" location. Contactor
shall be controlled by photocell "On" and digital time
switch "Off".
6
7
8
P4-20
#10 wire, 1"C.
P4-20
#10 wire, 1"C.
P4-20
#10 wire, 1"C.
P4-20 via Lighting
Contactor "LC4".
#10 wire, 1"C.
1
1
1 1 1 1
1
P4-30
#10 wire, 1"C.
P4-24
#10 wire, 1"C.
P4-24
#10 wire, 1"C.
P4-24
#10 wire, 1"C.
Bocce Ball Court
Refer to 1/E7.2 for details
P4-24 via Lighting
Contactor "LC4".
#10 wire, 1"C.
P4-26
#10 wire, 1"C.
P4-26
#10 wire, 1"C.
P4-26
#10 wire, 1"C.
P4-26
#10 wire, 1"C.
P4-26
#10 wire, 1"C.
P4-26 via Lighting
Contactor "LC4".
#10 wire, 1"C.
'S1' 'S1'
'S1'
'S1'
'S1' 'S1'
'S1' 'S1'
'S7'
'S7'
'S7'
'S7'
'S7'
'S7' 'S7'
'S2'
'S3'
'S3'
'S5'
'S5'
'S5'
'S5'
'S8'
'S8'
'S8' 'S8'
'S5' 'S5'
'S7'
'S7'
'S7' 'S7'
'S7' 'S7'
'S7'
'S1' 'S1' 'S1'
'S1' 'S1'
'S1'
8
1
P4-32
#10 wire, 1"C.
P4-26
#10 wire, 1"C.
P4-26 via Lighting
Contactor "LC4".
#10 wire, 1"C.
Sign Kiosk Location #3
Refer to 2/E7.2 for details
'S7'
'S2'
'S2'
'S3' 'S2'
'S3'
'S3'
'S8'
'S8' 'S8'
'S8'
'S8'
'S8'
'S8'
'S8'
'S8'
'S8'
'S8'
'S8'
P3-3
#10 wire, 1"C.
P3-3
#8 wire, 1"C.
P4-21
#10 wire, 1"C.
P4-21
#10 wire, 1"C.
P4-21
#10 wire, 1"C.
P4-21
#10 wire, 1"C.
P4-18
#10 wire, 1"C.
P4-18
#10 wire, 1"C.
P4-18
#10 wire, 1"C.
P4-18
#10 wire, 1"C.
P4-16
#10 wire, 1"C.
P4-16
'S5'
'S5'
'S5'
'S7' 'S7'
'S7'
'S1' 'S1' 'S1' 'S1'
'S1' 'S1'
'S1' 'S1'
'S1'
P3-7
#10 wire, 1"C.
P3-7
#10 wire, 1"C.
P3-7
#10 wire, 1"C.
P3-7
#10 wire, 1"C.
P3-8
#10 wire, 1"C.
P3-8
#10 wire, 1"C.
P3-8
#10 wire, 1"C.
P3-8
#10 wire, 1"C.
P3-6
#10 wire, 1"C.
P3-6
#8 wire, 1"C.
P3-6
#8 wire, 1"C.
P3-4
#10 wire, 1"C.
P3-4
#10 wire, 1"C.
P3-2
#10 wire, 1"C.
P3-5
#10 wire, 1"C.
P3-5
#10 wire, 1"C.
P3-5
#10 wire, 1"C.
P3-5
#10 wire, 1"C.
P3-5
#10 wire, 1"C.
P3-3
#8 wire, 1"C.
#10 wire, 1"C.
P3-3
#8 wire, 1"C.
P3-1
#10 wire, 1"C.
P3-1
#8 wire, 1"C.
P3-1
#10 wire, 1"C.
P3-1
#10 wire, 1"C.
G
Sign Kiosk Location #2
Refer to 2/E7.2 for details
'S4'
'S4'
'S8'
'S8'
'S8'
'S8'
'S8'
'S8'
P3-10
#10 wire, 1"C.
PL1-70
#6 wire, 1"C.
PL1-72
#6 wire, 1"C.
PL1-66
#6 wire, 1"C.
PL1-68
#6 wire, 1"C.
PL1-69
#6 wire, 1"C.
PL1-67
#6 wire, 1"C.
PL1-65
#6 wire, 1"C.
PL1-63
#6 wire, 1"C.
Utilize existing conduits as
required to existing Plaza
Service Point
P3-7
#10 wire, 1"C.
P3-5
#10 wire, 1"C.
2
2
2
2
Proposed
Service Point
#3 location
1
'S8'
'S8'
Connect to existing Plaza
lighting circuit and existing
Plaza lighting control zone
Connect to existing Plaza
lighting 'S4' circuit. Utilize
existing conduits as required
to existing Plaza Service Point
1
'S5'
'S5'
P1-36
#10 wire, 1"C.
P1-36
#10 wire, 1"C.
G
P1-38
#10 wire, 1"C.
P1-38
#10 wire, 1"C.
To existing "P1"
P1-38
#10 wire, 1"C.
P1-34
#10 wire, 1"C.
To existing "P1"
P1-34 via Lighting
Contactor "LC1".
#10 wire, 1"C.
P1-40
#10 wire, 1"C.
P1-40
#10 wire, 1"C.
P1-35
#10 wire, 1"C.
P1-35
#10 wire, 1"C.
To existing "P1"
P1-40 via Lighting
Contactor "LC1".
#10 wire, 1"C.
To existing "P1"
P1-35, #10 wire, 1"C.
1
1
1
1
1
CS
3
Existing
Service Point
#1 location
Utilize existing
conduits as
required to
existing Service
Point #1
4
4
4
To existing "P1"
P1-40
#10 wire, 1"C.
To existing "P1"
P1-34
#8 wire, 1"C.
To existing "P1"
P1-36
#8 wire, 1"C.
To existing "P1"
P1-38
#8 wire, 1"C.
To existing "P1"
P1-35
P1-34
#10 wire, 1"C.
#10 wire, 1"C.
P1-40
#10 wire, 1"C.
P1-40
#10 wire, 1"C.
P1-40
#10 wire, 1"C.
P1-35
#10 wire, 1"C.
P1-35
#10 wire, 1"C.
P1-35
#10 wire, 1"C.
To existing "P2"
P2-35 via Lighting
Contactor "LC2".
#10 wire, 1"C.
To existing "P2"
P2-36, #10 wire, 1"C.
To existing "P2"
P2-33 via Lighting
Contactor "LC2".
#10 wire, 1"C.
P2-33
#10 wire, 1"C.
Sign Kiosk Location #1
Refer to 2/E7.2 for details
'S8' 'S8'
'S8' 'S8'
'S8' 'S8'
'S8' 'S8'
'S8' 'S8'
P2-28
#10 wire, 1"C.
To existing "P2"
P2-28, #10 wire, 1"C.
Utilize existing
conduits as
required to
existing Service
Point #2
1
To Existing "P2"
P2-31, #10 wire, 1"C.
'S2'
P2-31
#10 wire, 1"C.
P2-31
#10 wire, 1"C.
P2-31
#10 wire, 1"C.
P2-31
#10 wire, 1"C.
P2-31
#10 wire, 1"C.
P2-31
#10 wire, 1"C.
To existing "P2"
PROJECT
END OF
Line "M"
PHASE 2
PROJECT
END OF
Line "M"
Sta. 30+16.00
'S7'
'S7'
'S7'
'S8'
'S8' 'S8'
'S8'
P2-30
#10 wire, 1"C.
1
1
P2-30
#10 wire, 1"C.
To existing "P2"
P2-34, #10 wire, 1"C.
P2-34
#10 wire, 1"C.
P2-34
#10 wire, 1"C.
P2-31
#10 wire, 1"C.
P2-33
#10 wire, 1"C.
P2-33
#10 wire, 1"C.
P2-33
#10 wire, 1"C.
P2-33
#10 wire, 1"C. #10 wire, 1"C.
P2-32
#10 wire, 1"C.
1
1
To existing "P2"
P2-30, #10 wire, 1"C.
'S7'
'S7'
'S7'
Pedestal mount with GFCI duplex receptacle. Refer to
details on sheet SD3.9.
Quadraplex receptacle, groundbox. Refer to details on
sheet SD3.9.
Pedestal mount charging station with GFCI duplex
receptacle and USB ports. Refer to details on sheet
SD3.9.
At base of artwork structure, stub up circuit with WP
switch. Connection to artwork by others.
Contractor shall provide and install a 4-pole contactor
"LC1" (for site lighting) at Existing Panel "P1" location.
Contactor shall be controlled by photocell "On" and
digital time switch "Off".
1
2
ELECTRICAL SERVICE POINT
1 SCALE: NONE
Note:
Coordinate electrical service with local utility company prior to bid.
Include all work in bid not performed by utility company.
Contact:
Christina Girod
ph: 317.896.6726
email: christina.girod@duke-energy.com
Notes:
1. Notch existing concrete base and install
conduit, patch with grout (only required
where pole foundation already exists).
Otherwise, install conduit before pouring
base.
2. All bends are to be sweeping elbows.
3. All conduit shall have locate wire.
= 1 Pole Rec. Total
= 2 Pole
= 3 Pole
Legend
Light Equip.
Total Demand (KW)
Heat A/C Other
Total Demand Amps = 28±
Demand load (KW)
Connected load (KW)
Feeder Calculated ±
Light Other
Wire: 4
Remarks
200
120/208
Amps:
Phase:
Voltage:
3
Heat
<Load (KW)>
Rec. A/C Equip.
Mounting:
Location:
Other
Panel "P3"
1 Pole
20 AMP
U.O.N.
1
Cir.
No.
Cir.
No. A/C
<Load (KW)>
Equip. Heat Rec.
4th Street Intersection
Light
Copper
Cabinet
Bus:
Main: 150 Amp Main Circuit Breaker
1.7 14.1 16.8
7.6
6.3
1.3
1.3
10.6
7.8
= 1 Pole Rec. Total
= 2 Pole
= 3 Pole
Legend
Light Equip.
Total Demand (KW)
Heat A/C Other
Demand load (KW)
Connected load (KW)
Feeder Calculated ±
Light Other
Wire: 3
Remarks
200
120/240
Amps:
Phase:
Voltage:
1
Heat
<Load (KW)>
Rec. A/C Equip.
Mounting:
Location:
Other
Existing Panel "P2"
1 Pole
20 AMP
U.O.N.
1
Cir.
No.
Cir.
No. A/C
<Load (KW)>
Equip. Heat Rec. Light
Copper
Cabinet
Bus:
Main: 150 Amp Main Circuit Breaker
Remarks
2
3
5
7
9
11
13
15
17
19
4
6
'S10'
KLUS WP-K-40-1220 (tapelight) with
LED / 4000K 120
Sign Kiosk
Structure
LED tape lighting system. Dimmable LED driver. Wet
location listed. Refer to electrical details on sheet E7.1 for
lengths.
12V magnetic driver
(See Note 4 and 7)
'S9'
Bega 33 017-K4-BLK-FFRO
LED / 4000K 120
Recessed
Wall
(Bottom of fixture
at +7" A.F.F.)
LED recessed wall luminaire. Die-cast aluminum housing
and faceplate. White safety glass diffuser. Integral driver.
Factory fixed reduced output option. Wet location listed.
'S5'
Bega 88 064-BLK
LED / 4000K 120 Post Top
Linear LED element. Extruded aluminum post with acrylic
diffuser and aluminum reflector (height above grade:
+177"). Black finish. Custom pole - refer to detail #2,
sheet SD3.10.
'S8'
Kim LTV82-SS-NF-12LRGBWUV
LED / RGB 120 In-Ground
RGB LED in-grade luminaire with integral driver (for tree
uplighting). Narrow flood. Stainless steel trim ring.
Tempered glass lens. Wet location listed.
'S1'
Spring City ALMWSH-LE070/EVX/L18-40-CR3-PF83-FPP-CU (luminaire)
LED / 4000K 120 Post Top
Washington Series with the X-Series LED module.
Cast aluminum alloy powder coat - river texture gloss
black. Type III refractive optics (asymmetric distribution).
15ft tall pole.
IWBWSH-18-CB (base)
SSH2F-G11-07.50-15.00-TN3.50/3.00-(2)EB-GFWN-CB (shaft)
ABNUBA-M1-2S-1.50-28.50-6.25-FFR-CB (arm)
Type Manufacturer Model No. Lamp Type Voltage Mounting Description
Illustration
(See Note 1)
Light Fixture Schedule
Notes:
1. Pictures are shown as a visual aid only and may not depict specific attributes listed in this schedule.
2. Emergency backup: minimum of 90 minute runtime for emergency operation.
3. 0-10V dimming driver. Provide Manufacturer approved compatible dimmer where applicable (refer to lighting plans for dimmer location[s]).
4. Provide all connections as required by the Manufacturer. Verify exact quantities of all system components prior to ordering. Install all system components per Manufacturer's requirements.
5. Coordinate mounting with site details prior to rough-in.
6. Coordinate with ceiling and/or wall structure and with all mechanical/plumbing work and associated appurtenances (piping, ductwork, etc.) prior to rough-in and adjust as necessary
to avoid installation conflicts.
7. Contact ESL Spectrum for coordination of exact luminaire configurations (drivers, extrusions, end caps, mounting brackets, etc.) and requirements prior to ordering. Office: 317.951.2300
(See Note 5)
'S4'
.hess CE230-AR900-2LV-NW-SME (luminaire)
LED / 4000K 120 Post Top
Electrical Symbols Legend
Lighting
Switches
Power
Circuiting
Notes
J
Conduit system concealed above ceiling
Conduit system under floor
Homerun. Conduit system to panel as noted on drawings
Junction box
Conduit up
Conduit down
Surface mounted conduit system
Disconnect switch
Motor connection
120/208V. panel board
Pole mounted area lighter
WP
1. Switches shall be a maximum +48" A.F.F. to the top of the device unless otherwise noted
on plans.
2. Receptacles, telephone outlets, and television outlets shall be a minimum of +18" A.F.F.
to the bottom of the device unless otherwise noted on plans.
3. Not all symbols listed above are shown on plans. The symbol legend is used for reference
of symbols shown on plans. See specifications for information related to symbols.
Ground fault interrupt receptacle (20 Amp rated)
Weatherproof, ground fault interrupt receptacle (20 Amp rated) with "While-In-Use"
cover
4000 PSI poured concrete
base. Hand rub exposed
concrete to smooth, uniform
finish. Patch any voids on
exposed surfaces.
3" clear
Ground rod
8-#5 vert. bars w/ #3
ties @ 12" O.C. (max.)
60"
30"
Electrical
conduit
Anchor bolts per Manufacturer.
Extend a minimum of 31
4" above
top of sidewalk. Mounting bolt
layout per Manufacturer's
requirements.
Base cover
Handhole
Pole
POLE BASE DETAIL (LUMINAIRE TYPE S2, S3 and S4)
2 SCALE: NONE
POLE BASE DETAIL (LUMINAIRE TYPE S1)
1 SCALE: NONE
SECTION A-A
8-#5 vert. bars w/
#3 ties @ 10"
O.C. (max.)
12 flat flute
11 gauge steel
Mount LED tape light (fixture
type 'S10') in centerline of
space between top of cut letter
area and top of halo steel ring
Halo steel ring
Cut letter area
Top of kiosk
structure
SIGN KIOSK ELECTRICAL DETAILS
4 SCALE: NONE
PLAN VIEW
ELEVATION VIEW
'S10'
(15'-4")
Notes:
1. Coordinate Landscape drawings, site
details and sign vendor details prior
to rough-in/installation.
2. Mount associated driver(s) in sign
kiosk integral equipment cabinet
space.
3. Lighting circuit to be controlled by
photocell "On" and digital time switch
"Off".
'S9' 'S9' 'S9'
'S9' 'S9' 'S9'
BOCCE BALL COURT ELECTRICAL DETAILS
1 SCALE: NONE
Conduit is NOT to be routed
under Bocce Ball playing surface
Coordinate installation with site
details prior to rough-in.
SIDE A
BACK
Location #1
· Receptacle circuit: P2-29, #10 wire, 1"C.
· Lighting circuit: P2-27, #10 wire, 1"C.
Location #2
· Receptacle circuit: PL1-73, #10 wire, 1"C.
· Lighting circuit: PL1-71, #10 wire, 1"C.
Location #3
· Receptacle circuit: P4-25, #10 wire, 1"C.
· Lighting circuit: P4-23, #10 wire, 1"C.
FRONT
SIDE B
Weatherproof GFCI quad
receptacle with "While-In-Use"
weather-proof cover at kiosk
base (coordinate location with
kiosk vendor prior to rough-in)
11
4" conduit with pullwire (for
future use) from electrical panel
location
Route power supply wiring along top
of steel rod support. Secure wiring
(with manufacturer approved
method) at equal increments along
the steel rod support. Coordinate
with kiosk vendor prior to installation.
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-L1.8 and Irrigation
Plans on sheets IR1.1-IR1.8.
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
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
Proposed Right-of-Way
Proposed Right-of-Way
6th Street (Future)
Existing Monon Trail PHASE 2
Sta. 9+57.72
PROJECT
BEGINNING OF
Line "M"
Project Limit Line
Project Limit Line
Project Limit Line
Project Limit Line
Project Limit Line
Project Limit Line
Project Limit Line Project Limit Line
Project Limit Line
SCALE: 1" = 10'
0' 5' 10' 20'
SOIL PLAN
LW
PA
LW
KO
1"=10'
SD5.1
NORTH
SEE SHEET SD5.2 - MATCH LINE 'M' STATION 10+92.50
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
Monon Boulevard (NB)
Monon Boulevard (SB)
Monon Trail
Cycle Track (NB)
Cycle Track (SB)
Midtown South
Proposed Right-of-Way
Proposed Right-of-Way
Project Limit Line Project Limit Line
Project Limit Line
Project Limit Line
Project 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-L1.8 and Irrigation
Plans on sheets IR1.1-IR1.8.
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
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
SCALE: 1" = 10'
0' 5' 10' 20'
SOIL PLAN
LW
PA
LW
KO
1"=10'
SD5.2
NORTH
SEE SHEET SD5.1 - MATCH LINE 'M' STATION 10+92.50
SEE SHEET SD5.3 - MATCH LINE 'M' STATION 13+67.50
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
Midtown South
Proposed Right-of-Way
Proposed Right-of-Way
Monon Boulevard (NB)
Monon Boulevard (SB)
Monon Trail
Cycle Track (NB)
Cycle Track (NB)
Cycle Track (SB)
Play Area
Project Limit Line
Project Limit Line
Project Limit Line
Project Limit Line
Project 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-L1.8 and Irrigation
Plans on sheets IR1.1-IR1.8.
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
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
SCALE: 1" = 10'
0' 5' 10' 20'
SOIL PLAN
LW
PA
LW
KO
1"=10'
SD5.3
NORTH
SEE SHEET SD5.2 - MATCH LINE 'M' STATION 13+67.50
SEE SHEET SD5.4 - MATCH LINE 'M' STATION 16+67.50
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
Monon Boulevard (NB)
Monon Boulevard (SB)
Monon Trail
Cycle Track (NB)
Cycle Track (SB)
Duke Energy
Proposed Right-of-Way
Merchants Bank Building
(future)
Midtown East
(future)
Proposed Right-of-Way
Project Limit Line
Project Limit Line
Project Limit Line
Project Limit Line
Project 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-L1.8 and Irrigation
Plans on sheets IR1.1-IR1.8.
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
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
SCALE: 1" = 10'
0' 5' 10' 20'
SOIL PLAN
LW
PA
LW
KO
1"=10'
SD5.4
NORTH
SEE SHEET SD5.3 - MATCH LINE 'M' STATION 16+67.50
SEE SHEET SD5.5 - MATCH LINE 'M' STATION 19+42.50
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
4th Street
G
Monon Boulevard (NB)
Proposed Right-of-Way
Cycle Track (SB)
Monon Boulevard (SB)
Proposed Right-of-Way
Midtown West
(future)
Merchants Bank Building
(future)
Midtown East
(future)
Sun King
Brewery
(future)
Cycle Track (SB)
Project Limit Line
Project Limit Line Project Limit Line
Project Limit Line
Project Limit Line Project Limit Line Project Limit Line
Project Limit Line
Cycle Track (NB)
Monon Trail
Project Limit Line
Project 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-L1.8 and Irrigation
Plans on sheets IR1.1-IR1.8.
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
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
SCALE: 1" = 10'
0' 5' 10' 20'
SOIL PLAN
LW
PA
LW
KO
1"=10'
SD5.5
NORTH
SEE SHEET SD5.4 - MATCH LINE 'M' STATION 19+42.50
2nd Street
Cycle Track (SB)
App. Ex. Right-of-Way
App. Existing Right-of-Way
G
Cycle Track (NB)
Proposed Right-of-Way
Midtown West
(future)
Clarey Clayworks Happy Dog Hotel and Spa Old Town On The Monon Apartments (South)
Existing
Building
Existing
Building
Monon Boulevard (NB)
Cycle Track (SB)
Monon Boulevard (SB)
Cycle Track (SB)
Project Limit Line
Project Limit Line
Project Limit Line
Project Limit Line
Project Limit Line Project Limit Line
Project Limit Line Project Limit Line Project Limit Line
Monon Trail Monon Trail
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-L1.8 and Irrigation
Plans on sheets IR1.1-IR1.8.
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
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
SCALE: 1" = 10'
0' 5' 10' 20'
SOIL PLAN
LW
PA
LW
KO
1"=10'
SD5.6
NORTH
SEE SHEET SD5.5 - MATCH LINE 'M' STATION 22+17.50
SEE SHEET SD5.7 - MATCH LINE 'M' STATION 25+17.50
RECOMMENDED
Monon Boulevard (NB)
Monon Boulevard (SB)
1st Street SW
Cycle Track (NB)
Cycle Track (SB)
Proposed Right-of-Way
App. Existing Right-of-Way
See Monon & Main Package
Old Town On The Monon Apartments (South)
Old Town On The Monon Apartments (North)
Existing Carmel Clay Historical Society
Building Monon & Main
(future)
Project Limit Line
Project Limit Line
Project Limit Line
Project Limit Line Project Limit Line
Project Limit Line Project Limit Line Project Limit Line Project Limit Line
Project Limit Line
Monon Trail
Monon Boulevard (SB)
Monon Trail
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-L1.8 and Irrigation
Plans on sheets IR1.1-IR1.8.
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
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
SCALE: 1" = 10'
0' 5' 10' 20'
SOIL PLAN
LW
PA
LW
KO
1"=10'
SD5.7
NORTH
SEE SHEET SD5.6 - MATCH LINE 'M' STATION 25+17.50
SEE SHEET SD5.8 - MATCH LINE 'M' STATION 28+17.50
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
Main Street
Monon Boulevard (SB)
Proposed Right-of-Way
App. Existing Right-of-Way
See Monon & Main Package
on Apartments (North) Old Town On The Monon Apartments (North)
Monon & Main
(future)
Sophia Square
Bub's Burgers
& Ice Cream
Project Limit Line Project Limit Line
Project Limit Line
Project Limit Line Project Limit Line
PROJECT
END OF
Line "M"
PHASE 2
PROJECT
END OF
Line "M"
Sta. 30+16.00
Monon Trail
Project 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-L1.8 and Irrigation
Plans on sheets IR1.1-IR1.8.
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
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
SCALE: 1" = 10'
0' 5' 10' 20'
SOIL PLAN
LW
PA
LW
KO
1"=10'
SD5.8
NORTH
SEE SHEET SD5.7 - MATCH LINE 'M' STATION 28+17.50
RECOMMENDED
FOR APPROVAL
1 SCALE: 1"=1'-0"
PLANTING BED SOIL ASSEMBLY, 18" DEPTH
HOLD DOWN FINISH
GRADE 1" FROM TOP
OF PAVED SURFACE
ADJACENT
3"
1'-6"
4"
TOPSOIL, AMENDED - PLANTING SOIL (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
SUSPENDED
PAVEMENT
ASSEMBLY
3" DEPTH MULCH, HARDWOOD SHREDDED BARK
TRANSITION ZONE,
INTEGRATE PLANTING SOIL
INTO TOP 4" OF SUBSOIL
SUBSOIL, SCARIFY SURFACE
PER SPECIAL PROVISIONS
TOPSOIL, AMENDED
2 SCALE: 1"=1'-0"
PLANTING BED SOIL ASSEMBLY, 24" DEPTH
2'-0"
HOLD DOWN FINISH
GRADE 1" FROM TOP
OF PAVED SURFACE
ADJACENT
3"
4"
CURB, GRANITE, 6"
WIDE, TYPE 1
TOPSOIL, AMENDED - PLANTING SOIL (DEPTH
AFTER SETTLING), INSTALL IN LIFTS AND
COMPACT TO 75-82% PROCTOR
CONDITION VARIES, SEE PLANS
3" DEPTH MULCH, HARDWOOD SHREDDED BARK
CROWN, SEE NOTES.
TRANSITION ZONE,
INTEGRATE PLANTING SOIL
INTO TOP 4" OF SUBSOIL
SUBSOIL, SCARIFY SURFACE
PER SPECIAL PROVISIONS
TOPSOIL, AMENDED
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.
3 SCALE: 1"=1'-0"
TOPSOIL, STRUCTURAL - UNDER PAVEMENT
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
3/16" 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%
4" 4" 4" PROCTOR
1'-0"
6"
2'-6" 6'-10"
1'-0" MIN.
PARALLEL PARKING 6" 5'-0"
BIKE LANE
5'-6"
BUFFER / AMENITY ZONE SIDEWALK
3'-7"
4" MIN.
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
TOPSOIL STRUCTURAL
UNDER ROOTBALL,
COMPACTED TO 95%
PROCTOR
CURB, GRANITE, 6" WIDE, TYPE 1
MULCH, STONE, SEE PLANTING DETAIL
5'-0" x 5'-0" TREE GRATE
ROOT BARRIER, 12" DEEP
EXISTING PAVER ROADWAY,
1 SCALE: 1/2" = 1'-0"
SUSPENDED PAVEMENT ASSEMBLY AT LUMINAIRE / STONE BRIDGE - TYPICAL LAYOUT PLAN
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
7'-2"
TREE OPENING / TREE
GRATE, SEE DETAILS
1'-4" MIN.
APPROX.
2'-2"
2
SD6.3
1'-0"
APPROX.
2'-6"
GEOGRID TO LINE
PERIMETER OF SYSTEM
APPROXIMATE EXTENTS
OF EXCAVATION
CONCRETE FOOTING
AT LUMINAIRE, SEE
ELECTRICAL DETAILS
STONE BRIDGE AROUND FOOTING,
WASHED STONE W/OUT FINES, 24"
GAP MAX., SEE DETAIL 2, THIS SHEET
GEOGRID TO LINE PERIMETER,
WITH 6" TOE FOLDED INWARD
AND 12" EXCESS FOLDED OVER
ADJACENT DECKS
UNDER DRAIN: PIPE, TYPE 4,
CIRCULAR, 4 IN, HDPE,
SEE CONSTRUCTION DETAILS
1"
5'-0" TOPSOIL, STRUCTURAL
2 SCALE: 1/2" = 1'-0"
SUSPENDED PAVEMENT ASSEMBLY - SECTION AT LUMINAIRE
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,
GRANITE CURB
1'-0" 6" 3'-6" MIN.
1'-0"
PAVER ROADWAY, PERMEABLE
PAVERS
TOPSOIL, AMENDED - PLANTING SOIL,
INSTALL IN 12" LIFTS, EACH COMPACTED
TO 70-80% PROCTOR
PAVEMENT, STABILIZED
DECOMPOSED GRANITE.
SEE DETAIL 7, SHEET SD4.1.
5" MIN.
3 3/4"
3'-7"
1" MIN. TO 6" MAX.
SPACING AT BASE
NON-WOVEN GEOTEXTILE,
PLACED BELOW AGGREGATE BASE
PIN, PER SPECIFICATIONS,
TO KEEP CELLS IN PLACE
DURING CONSTRUCTION
6" 6"
8"
6" MIN.
UNDERDRAIN: PIPE, TYPE 4, CIRCULAR, 4 IN,
HDPE; WITH AGGREGATE FOR 4" SILVA CELL
UNDERDRAIN, WASHED; WRAPPED IN
GEOTEXTILES FOR 4" SILVA CELL UNDERDRAIN;
SEE CONSTRUCTION DETAILS.
TOPSOIL, STRUCTURAL
COMPACTED SUBGRADE
SILVA CELL 2 & 3 SYSTEM UNDER
PAVING, 3X UNITS (DECK, BASE,
AND POSTS), SEE SOILS PLAN.
2"
3"
PAVERS, TYPE 6.
CONCRETE TO EXTEND DECK OF SOIL
CELL WITH GEOTEXTILE SEPARATION
SUBGRADE, COMPACTED
TO 95% PROCTOR
COMPACTED AGGREGATE, NO 53
BASE, DEPTH 4" MIN., COMPACTED
TO 95% PROCTOR.
3/16" X 14" ZIP TIES, SECURING
GEOGRID TO SILVA CELLS
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
HEAVY GEOTEXTILE FABRIC
TO EDGE OF EXCAVATION
1 SCALE: 1/2" = 1'-0"
SUSPENDED PAVEMENT ASSEMBLY - SECTION AT STABILIZED DECOMPOSED GRANITE
EDGE OF CONCRETE
PAVEMENT SHALL
FALL OVER CELL
Midtown South Midtown South
Proposed Right-of-Way
Proposed Right-of-Way
Monon Boulevard (NB)
Monon Boulevard (SB)
Monon Trail
Cycle Track (NB)
Cycle Track (NB)
Cycle Track (SB)
Play Area
Project Limit Line
Project Limit Line
T1
T1
T1
T1
T1
T1
T1
T1
T1
T1
T1
T1
U1
T1
T1
T1
U1
T1
T1
U1
T1
T1
T1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
C1
CHAIR
METAL CHAIR - TYPE 1 - QTY = 40
METAL CHAIR - TYPE 2 - QTY = 32
FFE PLAN LEGEND
UMBRELLA - TYPE 1
4th Street
G
Monon Boulevard (NB)
Proposed Right-of-Way
Cycle Track (SB)
Monon Boulevard (SB)
Proposed Right-of-Way
Midtown West
(future)
Midtown West
(future)
Merchants Bank Building
(future)
Midtown East
(future)
Sun King
Brewery
(future)
Cycle Track (SB)
Project Limit Line
Project Limit Line Project Limit Line
Project Limit Line
Project Limit Line Project Limit Line Project Limit Line
Project Limit Line
Cycle Track (NB)
Monon Trail
Project Limit Line
Project Limit Line
Project Limit Line
P3
P2
P1 P3
P2
P1
PLANTER - TYPE 2
QTY = 2
FFE PLAN LEGEND
PLANTER - TYPE 3
QTY - 2
PLANTER - TYPE 1
QTY - 2
P1
P2
P3
SCALE: 1" = 10'
0' 5' 10' 20'
FURNITURE/FIXTURES/EQUIPMENT PLANS
LW
PA
LW
KO
1"=10'
FFE1.2
NORTH
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
X7
X8
X6
X17
X2
X2
X2
X1
X1
X1 X1
X1
X4
X4
HIDDEN UNDER X4
PLAYGROUND GROTTO
X9
X10
X3
LOCATE "LUCKEY CLIMBER" TO POSITION ENTRIES
TO PLAYGROUND EQUIPMENT AS SHOWN. REFER TO
GRADING PLANS FOR PLAYGROUND ELEVATIONS.
ENTRY.
ENTRY.
ENTRY.
X2
REFER TO CONCRETE
WALL DETAIL IN BASE BID
X4
Ø2'
Ø6'
R31'-2"
R7'-5"
R7'-5"
R4'-6"
R8'-10"
R14'-11"
R20'-7"
R7'-1"
R19'-2"
R10'-11"
R2'
R4'-5"
R8'-2"
R4'-4"
R4'-1"
R8'-6"
R32'-2"
X2
X12
X13
X14
X13
X13
X11
X14
1'-6"
1'-6"
R2'-9"
Ø5'-6"
R3'-9"
832.03 832.03
830.58
831.72
831.35
831.71
831.64
832.41
833.47
834.00
834.42
835.37
835.63
831.35 831.35 831.35
831.83
832.20
832.09 831.95
831.06
831.44
4.9%
4.9%
4.9%
4.9%
4.9%
4.9%
4.9%
834.76
834.83
834.13
834.49
833.54
832.48
834.00
833.53
834.06
834.81
832.80
831.50
833.50
834.50
835.50
834.88
835.27
832.50
834.07
830.90
A
LP 830.45
INV. N: 828.10
INV E: 829.00
2.0%
A
LP 831.75
INV. N: 828.75
INV. E: 829.00
833.21
833.50
834.50
835.50
832.50
831.50
C.I.P CONCRETE HEADER w/ TRAVERSE MEDIUM
BROOM FINISH, 1/2" RADIUS ALL EXPOSED EDGES
ADJ. PLANTING OR PVMT,
REFER TO PLANS
P.I.P RUBBER SURFACE,
REFER TO PLANS FOR TYPE
COMPACTED SUBGRADE
4"
6"
1'-6"
VARIES, REFER TO
PLAYGROUND
ENLARGEMENT PLAN FOR
FALL HEIGHT 4", TYP.
COMPACTED SUBGRADE
IMPACT LAYER. REFER TO
MANUFACTURER SPECS AND PLAN
TABLE FOR REQ'D IMPACT LAYER
THICKNESS.
BACKFILL WITH COMPACTED
AGGREGATE, NO. 53 BASE
AREA DRAIN, REFER TO
CIVIL DWGS FOR DETAILED
INFORMATION
P.I.P. RUBBER SURFACE,
REFER TO DETAIL 1 ON
THIS SHEET
CONCRETE SLAB
GEOTEXTILE FABRIC, TYP.
GEOTEXTILE FABRIC, TURN
UP AND ADHERE EDGES (2) #4 REBAR, CONT., TOP&BOTTOM
1'-6" SQ
NOTE:
PROVIDE 4" THK, 1'-6" SQ. CONCRETE
SLAB WHERE DRAIN IS WITHIN FALL
RATED RUBBER SURFACE, SEE PLANS
ADJ. HEADER OR
POST CURB
1 SCALE: 1" = 1'-0"
POURED-IN-PLACE RUBBER SURFACE, FALL RATED
2 SCALE: 1" = 1'-0"
POURED-IN-PLACE RUBBER SURFACE, FALL RATED, AT EDGE
4 SCALE: 1" = 1'-0"
POURED-IN-PLACE FALL RATED, AREA DRAIN
CRUSHED LIMESTONE PER
MANUFACTURER SPECS,
3 SCALE: 1" = 1'-0"
ARTIFICIAL TURF, STANDARD, NAILER BOARD AT GROTTO
VARIES, REFER TO
PLAYGROUND
ENLARGEMENT PLAN FOR
FALL HEIGHT
1" X 4" COMPOSITE NAILER BOARD,
SECURE TO CONCRETE. NAILER BOARD
SHALL BE FORMED TO ABUT GROTTO.
PRE-DRILL ALL HARDWARE CONNECTIONS
IN CONCRETE GROTTO, PRIOR TO EPOXY
AND SETTING HARDWARE INTO PLACE.
PLAYGROUND GROTTO.
PROVIDE PRODUCT INFORMATION TO
C.I.P CONCRETE FOOTER,
1'-6"
RUBBER SURFACE
EDGING, REFER TO
DETAIL 2 THIS SHEET
CONCRETE HEADER
COMPACTED SUBGRADE
SECURE TURF ON ALL SIDES w/
1"X4" COMPOSITE NAILER
BOARD, SECURE TO
CONCRETE AND STONE
6" L, 1/2" SST DOWEL, 2 PER PIECE
CONTINUOUS CONCRETE HEADER, TYP.
IN FRONT OF LIMESTONE FOUNDATION
1'-6"
COMPACTED SUBGRADE, TYP.
LIMESTONE BLOCK (LARGE AND SMALL),
1" DEEP ROCKED FACE, ALL OTHER SIDES
SMOOTH CUT. REFER TO PLANS FOR
LOCATION
ARTIFICIAL TURF
SLOPE BEYOND
CONCRETE FOOTER BEHIND
2
AD1-SD4.X
DAMP-PROOF ALL STONE
BELOW GRADE.
1/2" MORTAR BED JOINT.
RAKE AND SEAL.
1/2" MORTAR BED JOINT, RAKE AND SEAL.
1'-6"
VARIES.
18"
±6"
1'-6"
VARIES
1 SCALE: 3/4" = 1'-0"
CUT LIMESTONE BLOCK
2 SCALE: 3/4" = 1'-0"
CUT LIMESTONE BLOCK AT CONCRETE HEADER
6" L, 1/2" SST DOWELS,
2 PER PIECE
LIMESTONE BLOCK, 1" DEEP ROCKED
FACE, ALL OTHER SIDES SMOOTH CUT.
SIZE VARIES, REFER TO PLANS FOR
LOCATION.
BLOCK FOUNDATION BEYOND
NOTES:
1. INDIANA LIMESTONE BLOCKS TO BE OOLITIC
LIMESTONE, STANDARD GRAY
2. ALL EDGES EASED WITH NO ACUTE CORNERS,
TYP ALL LIMESTONE BLOCKS.
4 SCALE: 1"=1'-0"
PAVERS, TYPE 6, ADJACENT TO P.I.P RUBBER SURFACE
6"
6"
3 3/4"
PAVER EDGE RESTRAINT, 2-1/2" x 2-1/2" X 1/4"
ALUMINUM ANGLE, SECURED AND SEALED TO
CONCRETE BASE, RESTRAINT AND ANCHOR TO BE
5 SCALE: 3/8" = 1'-0"
PLAY GROUND SECTION B
PLAY STRUCTURE,
BEYOND
ARTIFICIAL TURF,
STANDARD, SEE DETAIL
5, SHEET AD1-SD4.1
CLIMBING HOLDS, SEE
DETAIL 13, SHEET AD1-SD4.1
ARTIFICIAL TURF ON SHORTCRETE
SLAB, SEE DETAIL 9, SHEET AD1-SD4.1
POUR-IN-PLACE RUBBER SURFACE,
SEE DETAIL 1, SHEET AD1-SD4.1
PAVERS, TYPE 6,
SEE SD4.2
ARTIFICIAL TURF, W/ CONCRETE BASE,
AT CONCRETE HEADER, SEE DETAIL 6
AD1-SD4.1
STANTARD ARTIFICIAL TURF BERM,
SEE DETAIL 12, SHEET AD1-SD4.1
POUR-IN-PLACE RUBBER SURFACE,
SEE DETAIL 1, SHEET AD1-SD4.1
NOTES:
4 SCALE: 3/8" = 1'-0" REFER TO TRANSITION DETAILS FOR EDGE CONDITIONS
PLAY GROUND SECTION A
NOTES:
REFER TO TRANSITION DETAILS FOR EDGE CONDITIONS
C.I.P. CONCRETE WALL, BASE BID,
REFER TO DETAIL 6, SHEET S1.1
PLAY STRUCTURE,
BEYOND
POUR-IN-PLACE RUBBER
SURFACE, SEE DETAIL 1,
SHEET AD1-SD4.1
POUR-IN-PLACE RUBBER
SURFACE, SEE DETAIL 1,
AD1-SD4.1
CONCRETE SLIDE, PER
MANUFATURER INSTRUCTION
ARTIFICIAL TURF TO ABUT
EDGE OF SLIDE.
P.I.P RUBBER SURFACE, SEE
SLIDE FOUNDATION. DETAIL 1, AD1-SD4.1
PLANT BED. REFER TO
GRADING PLAN FOR
ELEVATIONS.
ARTIFICIAL TURF,
STANDARD, SEE DETAIL 5,
AD1-SD4.1
TRANSITION, PAVERS, TYPE 6 TO
ARTIFICIAL TURF, STANDARD, SEE
DETAIL 5, AD1-SD4.2
ARTIFICIAL TURF, STANDARD, AT
CONCRETE HEADER, SEE DETAIL 7,
AD1-SD4.1
PLAY PANEL WALL, SEE SHEET
AD1-SD4.3
FOUNDATION OF PLAY
STRUCTURE BEYOND
PLAY AREA - SITE LAYOUT DETAILS
5'-0"
12'-0" 7'-1"
4'-0"
3'-0"
STRUCTURAL ARC MEMBERS.
REFER TO STRUCTURAL
DRAWINGS.
VERTICAL BASE PLATE.
REFER TO STRUCTURAL
DRAWINGS FOR SIZING AND
SECURING TO
FOUNDATION.
REFER TO STRUCTURAL DRAWINGS FOR
REINFORCING SIZING AND FOUNDATION
REQUIREMENTS.
CONCRETE FOUNDATION.
REFER TO STRUCTURAL
DRAWINGS FOR FOUNDATION
REQUIREMENTS, REINFORCING,
AND SECURING STRUCTURAL
MEMBER TO FOUNDATION.
SHOTCRETE MESH PANEL. SECURE TO
STRUCTURAL MEMBERS. REFER TO
STRUCTURAL DRAWINGS.
WEST ELEVATION
PLAN
SECTION
ADJACENT ARTIFICIAL TURF AND FINISH GRADE ELEVATIONS
NOT SHOWN FOR CLARITY. REFER TO ARTIFICIAL TURF DETAILS
THIS SHEET FOR CONNECTION TO PLAYGROUND GROTTO.
FINISH GRADE. REFER TO
GRADING PLAN AND LAYOUT
PLANS FOR ELEVATIONS AND
ADJACENT CONDITION.
1 SCALE: 1/2" = 1'-0"
PLAYGROUND GROTTO
49.87°
ARTIFICIAL TURF, CONTINUES OVER TOP OF
GROTTO. REFER TO DETAILS THIS SHEET FOR
ELEVATION OF ARTIFICIAL TURF.
AXONOMETRIC
4'-1"
40.13°
30.97°
18.57°
12.01°
61.11° 35.12°
90°
5 SCALE: 1/2" = 1'-0"
PLAYGROUND GROTTO - INTERNAL ARC MEMBERS
ADJACENT ARTIFICIAL TURF NOT
SHOWN FOR CLARITY. REFER TO
ARTIFICIAL TURF DETAILS THIS
SHEET FOR CONNECTION TO
PLAYGROUND GROTTO.
STRUCTURAL ARC MEMBERS. REFER TO
STRUCTURAL DRAWINGS. PROVIDE SHOP
DRAWINGS IDENTIFYING DESIGN, ANGLE,
AND LOCATION OF ALL INTERNAL
49.87° STRUCTURAL MEMBERS.
C3
A1
C2
C2
B2
B4
A3
B2
A2
B4
A3
B1
A3
A1
B3
B2
B2
C2
B3
C2
A1
B2
B1
B2
C3
A1 B4 B3
B2
C4
B2
B4
B3
B1
B4
A1
B2
B3
A1
B3
C2 A3
B1
B4
B2
C2
B3
C2
B2
W1
W1
A2
B1
W1
W1
W1
W1
A2
W1
P17
P17
W1
P17
3" GRANITE PAVER, 1/8" OPEN JOINTS, PROVIDE PERMANENT JOINT
SPACER TO MAINTAIN CONSISTENT JOINTING
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/ CHIP STONES, AND COVER WITH NON-WOVEN GEOTEXTILE FABRIC.
GENERAL NOTES:
1. SEE SPECIAL PROVISION FOR MORE
PAVER REQUIREMENTS.
2. REFER TO TRANSITION DETAILS FOR ALL
EDGE CONDITIONS.
1 SCALE: 1"=1'-0"
PAVERS, TYPE 11 (GRANITE, SPRAY PLAZA)
PCCP, 6 IN.
ASPHALT PRIME COAT.
SUBGRADE TREATMENT TYPE III
COMPACTED AGGREGATE NO. 53.
COMPACTED IN LIFTS OF 6" DEPTH, MAX.
2 SCALE: 1"=1'-0"
TRANSITION-PAVERS, TYPE 11 TO PLANT BED
HOLD DOWN FINISH GRADE:
PLANT BED: 1" BELOW TOP OF PAVEMENT
6"
6" 6"
3 3/4"
REFER TO
SOIL PLAN
FOR SOIL
TYPES AND
DEPTH
PAVER EDGE RESTRAINT, 2-1/2" x 2-1/2" X 1/4"
ALUMINUM ANGLE, SECURED AND SEALED TO
CONCRETE BASE, RESTRAINT AND ANCHOR TO BE
SET UNDER PAVER, FASTENERS 3" CLEAR
EXTEND CONCRETE BASE BEYOND EDGE OF
PAVER TO MAINTAIN 3" CLEAR ON EDGE
RESTRAINT ANCHOR
COMPACTED AGGREGATE,
NO. 53 OVER COMPACTED
SUBGRADE
PAVERS, TYPE 11, REFER
TO DETAIL 1, SHEET SDXX
GENERAL NOTES:
1. SEE SPECIAL PROVISION FOR PAVER
REQUIREMENTS
3 SCALE: 1"=1'-0"
PAVERS, TYPE 13 (GRANITE, BUBBLER, SPRAY PLAZA)
BUBBLER HEAD TO BE SET FLUSH WITH PAVER.
SEE DETAIL 2/F4.10 FOR FOUNTAIN EQUIPMENT.
BACKER ROD AND SEAL ENTIRE
PERIMETER OF CORE DRILL AROUND PIPE
3" GRANITE PAVER, 1/8"
OPEN JOINTS
2'-0" S.Q.
COMPACTED AGGREGATE
NO. 53. COMPACTED IN
LIFTS OF 6" DEPTH, MAX.
COMPATED SUBGRADE
1'-0" TYP.
8"
3 3/4"
PAVERS, TYPE 11, REFER TO
DETAIL 1, SHEET AD2-SD4.1
1/2" TAR IMPREGNATED
NON-EXTRUDING
EXPANSION JOINT
MATERIAL
CONCRETE FOUNDATION,
REFER TO STRUCTURAL
DRAWINGS FOR DIMENSIONS
CUSTOM 9x9 MOUNTING PLATE w/
BOLT ANCHORS, DESIGNED AND
PROVIDED BY MANUFACTURER
CUSTOM MAX BASE EXTENSION,
DESIGNED AND PROVIDED BY
MANUFACTURER
UMBRELLA MAST
SECURITY STEM, SIZED PER UMBRELLA
CUT PAVERS TO WRAP
MOUNTING BASE
NON-SHRINK GROUT
12" LONG x 3/8" Ø SMOOTH
STEEL EPOXY COATED DOWELS
@ 18'' O.C., ONE END GREASED
THICKEN CONCRETE AT
UMBRELLA FOUNDATION,
TYP. BOTH SIDES
1 SCALE: 1"=1'-0"
UMBRELLA BASE ANCHOR, TYPE 2
1'-0"
1'-0" 1'-0"
2 SCALE: 1" = 1'-0"
MULCH, STONE ADJACENT PAVERS
3" MIN.
REFER TO LAYOUT PLANS
PAVER EDGE RESTRAINT, TYPE 1.
SEE DETAIL 8, SHEET SD4.2
PAVER, TYPE 11/12/13 (GRANITE). SEE
DETAILS, SHEET AD2-SD4.1, AD2-SD4.2
MULCH, STONE. REFER TO SPECIAL PROVISIONS.
SET STONE FLUSH WITH TOP OF PAVEMENT.
COMPACTED SUBGRADE
GEOTEXTILE FABRIC
PLANTINGS (BEYOND).
REFER TO LANDSCAPE PLANS
4" CLR, TYP., All SIDES.
2'X2' GRANITE PAVER, 3" THICK
1/4" WIDTH CUT, TYP
R2'-0 1/2"
R1'-8 1/2"
R1'-4 1/2"
R1'-0 1/2"
R8 1/2"
PAVERS, TYPE 12 ENLARGEMENT
3 SCALE: 1" = 1'-0"
PAVER, TYPE 12
ORGANIZE PAVERS IN GROUP OF (2),
ROTATE NEXT GROUP 180 DEGREE AS
SHOWN TO MAINTAIN THE CONTINIOUS
PATTERN.
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
MONON TRAIL - URBAN SECTION
--
-- 1436
N/A
7.25.2017
DELTA
JWT
CJB
JWT
AS NOTED
DISCHARGE PIPING SCHEMATIC AD2-F1.00
NOTE:
PIPE AND CONDUIT ROUTING IS DIAGRAMMATIC
AND IN SOME INSTANCES EXAGGERATED FOR
CLARITY. REFER TO FOUNTAIN GENERAL NOTES,
SHEET F4.21 FOR FURTHER INSTRUCTIONS AND
INFORMATION.
ALTERNATE #2
NOTE:
REFER TO FOUNTAIN STRUCTURAL DETAILS AND
ARCHITECTURAL/HARDSCAPE PLANS FOR
CONSTRUCTION INFORMATION, INCLUDING SLOPES,
ELEVATIONS, FINISHES, FINAL EQUIPMENT LOCATIONS
ETC. THAT ARE NOT SHOWN ON THESE PLANS.
05/01/2018
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
MONON TRAIL - URBAN SECTION
--
-- 1436
N/A
7.25.2017
DELTA
JWT
CJB
JWT
AS NOTED
SUCTION PIPING SCHEMATIC AD2-F2.00
NOTE:
PIPE AND CONDUIT ROUTING IS DIAGRAMMATIC
AND IN SOME INSTANCES EXAGGERATED FOR
CLARITY. REFER TO FOUNTAIN GENERAL NOTES,
SHEET F4.21 FOR FURTHER INSTRUCTIONS AND
INFORMATION.
NOTE:
REFER TO FOUNTAIN STRUCTURAL DETAILS AND
ARCHITECTURAL/HARDSCAPE PLANS FOR
CONSTRUCTION INFORMATION, INCLUDING SLOPES,
ELEVATIONS, FINISHES, FINAL EQUIPMENT LOCATIONS
ETC. THAT ARE NOT SHOWN ON THESE PLANS.
ALTERNATE #2
NOTE:
05/01/2018
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
MONON TRAIL - URBAN SECTION
--
-- 1436
N/A
7.25.2017
DELTA
JWT
CJB
JWT
AS NOTED
NOTE:
ALL VOLTAGE DROP CALCULATIONS ASSUME
3%VD FROM CONTROL PANEL TO LOAD AND
2%VD FROM SERVICE TO CONTROL PANEL.
ALL CONDUIT TO USE LONG RADIUS ELBOWS IN
ALL TURNS.
ELECTRICAL SCHEMATIC AD2-F3.00
NOTE:
PIPE AND CONDUIT ROUTING IS DIAGRAMMATIC
AND IN SOME INSTANCES EXAGGERATED FOR
CLARITY. REFER TO FOUNTAIN GENERAL NOTES,
SHEET F4.21 FOR FURTHER INSTRUCTIONS AND
INFORMATION.
NOTE:
REFER TO FOUNTAIN STRUCTURAL DETAILS AND
ARCHITECTURAL/HARDSCAPE PLANS FOR
CONSTRUCTION INFORMATION, INCLUDING SLOPES,
ELEVATIONS, FINISHES, FINAL EQUIPMENT LOCATIONS
ETC. THAT ARE NOT SHOWN ON THESE PLANS.
ALTERNATE #2
05/01/2018
POWER SUPPLY & BONDING DETAILS
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
MONON TRAIL - URBAN SECTION
--
-- 1436
N/A
7.25.2017
DELTA
JWT
CJB
JWT
AS NOTED
AD2-F3.10
ALTERNATE #2
05/01/2018
VAULT AND MECHANICAL DETAILS
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
MONON TRAIL - URBAN SECTION
--
-- 1436
N/A
7.25.2017
DELTA
JWT
CJB
JWT
AS NOTED
NOTE:
PIPE AND CONDUIT ROUTING IS DIAGRAMMATIC
AND IN SOME INSTANCES EXAGGERATED FOR
CLARITY. REFER TO FOUNTAIN GENERAL NOTES,
SHEET F4.21 FOR FURTHER INSTRUCTIONS AND
INFORMATION.
NOTE:
REFER TO FOUNTAIN STRUCTURAL DETAILS AND
ARCHITECTURAL/HARDSCAPE PLANS FOR
CONSTRUCTION INFORMATION, INCLUDING SLOPES,
ELEVATIONS, FINISHES, FINAL EQUIPMENT LOCATIONS
ETC. THAT ARE NOT SHOWN ON THESE PLANS.
NOTE:
ALL STAINLESS STEEL FABRICATION SHALL BE:
- TYPE 304, 3/16" PLATE
- TYPE 304, SCH 40 THREADED PIPE
- TYPE 304, SCH 10 WELDED PIPE
- TOLERANCE +/- 1/8"
UNLESS OTHERWISE NOTED.
AD2-F4.00
ALTERNATE #2
05/01/2018
Door Assembly
Plan View
Door Assembly
Side Elevation
VAULT AND MECHANICAL DETAILS
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
MONON TRAIL - URBAN SECTION
--
-- 1436
N/A
7.25.2017
DELTA
JWT
CJB
JWT
AS NOTED
NOTE:
PIPE AND CONDUIT ROUTING IS DIAGRAMMATIC
AND IN SOME INSTANCES EXAGGERATED FOR
CLARITY. REFER TO FOUNTAIN GENERAL NOTES,
SHEET F4.21 FOR FURTHER INSTRUCTIONS AND
INFORMATION.
NOTE:
REFER TO FOUNTAIN STRUCTURAL DETAILS AND
ARCHITECTURAL/HARDSCAPE PLANS FOR
CONSTRUCTION INFORMATION, INCLUDING SLOPES,
ELEVATIONS, FINISHES, FINAL EQUIPMENT LOCATIONS
ETC. THAT ARE NOT SHOWN ON THESE PLANS.
NOTE:
ALL STAINLESS STEEL FABRICATION SHALL BE:
- TYPE 304, 3/16" PLATE
- TYPE 304, SCH 40 THREADED PIPE
- TYPE 304, SCH 10 WELDED PIPE
- TOLERANCE +/- 1/8"
UNLESS OTHERWISE NOTED.
AD2-F4.01
ALTERNATE #2
05/01/2018
EQUIPMENT INSTALLATION DETAILS
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
MONON TRAIL - URBAN SECTION
--
-- 1436
N/A
7.25.2017
DELTA
JWT
CJB
JWT
AS NOTED
NOTE:
ALL STAINLESS STEEL FABRICATION SHALL BE:
- TYPE 304, 3/16" PLATE
- TYPE 304, SCH 40 THREADED PIPE
- TYPE 304, SCH 10 WELDED PIPE
- TOLERANCE +/- 1/8"
- ALL WELDS TO BE CONTINUOUS AND
WATER TIGHT
UNLESS OTHERWISE NOTED.
AD2-F4.10
NOTE:
PIPE AND CONDUIT ROUTING IS DIAGRAMMATIC
AND IN SOME INSTANCES EXAGGERATED FOR
CLARITY. REFER TO FOUNTAIN GENERAL NOTES,
SHEET F4.21 FOR FURTHER INSTRUCTIONS AND
INFORMATION.
NOTE:
REFER TO FOUNTAIN STRUCTURAL DETAILS AND
ARCHITECTURAL/HARDSCAPE PLANS FOR
CONSTRUCTION INFORMATION, INCLUDING SLOPES,
ELEVATIONS, FINISHES, FINAL EQUIPMENT LOCATIONS
ETC. THAT ARE NOT SHOWN ON THESE PLANS.
ALTERNATE #2
05/01/2018
THRUST BLOCK DETAILS
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
MONON TRAIL - URBAN SECTION
--
-- 1436
N/A
7.25.2017
DELTA
JWT
CJB
JWT
AS NOTED
AD2-F4.20
ALTERNATE #2
05/01/2018
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
MONON TRAIL - URBAN SECTION
--
-- 1436
N/A
7.25.2017
DELTA
JWT
CJB
JWT
AS NOTED
NOTES AD2-F4.21
ALTERNATE #2
05/01/2018
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
ENLARGED PLANS AND SECTIONS
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
MONON TRAIL - URBAN SECTION
--
-- 1436
N/A
7.25.2017
DELTA
JWT
CJB
JWT
AS NOTED
AD2-F5.00
ALTERNATE #2
05/01/2018
2"
S
1" 1"
1"
2"
2"
2"
2"
1 1/2"
2"
3/4"
PG
2"
2"
3"
3"
3"
3"
3"
1 1/2"
1 1/2"
2"
3"
2"
3"
6"
6"
SYMBOL
KEY
SYMBOL
DESCRIPTION
SYMBOL SYMBOL
DESCRIPTION SYMBOL
S
P
FS
1 1/2"
1 1/2"
1 1/2"
1 1/2"
1 1/2"
FS
1 1/2"
2"
FLOW SCHEMATIC
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
MONON TRAIL - URBAN SECTION
SYMBOL
KEY
SYMBOL
DESCRIPTION
SYMBOL SYMBOL
DESCRIPTION SYMBOL
S
1 1/2"
1 1/2"
1 1/2"
1 1/2"
1 1/2"
1 1/2"
1 1/2"
1 1/2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
4"
3"
4"
3"
3"
3"
2"
2"
1/2"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
1"
3"
3"
4"
1/2"
4"
4"
4"
1/2"
1 1/2"
1 1/2"
1 1/2"
1 1/2"
1 1/2"
1 1/2"
Handhole
Proposed
Service Point
#3 location
208 volt, 3-phase
branch circuit to
Spray Pad
Controller
'S7'
'S7'
Bollard fixture
installed as part of
Phase 2 (base bid)
Bollard fixture
installed as part of
Phase 2 (base bid)
Connect to bollard receptacle circuit
installed as part of Phase 2 (base bid).
#xx wire, xx"C.
Connect to bollard lighting
circuit installed as part of
Phase 2 (base bid).
#xx wire, xx"C.
Connect to bollard receptacle
circuit installed as part of Phase 2
(base bid). #xx wire, xx"C.
Connect to bollard lighting
circuit installed as part of
Phase 2 (base bid).
#xx wire, xx"C.
4#1,1#6,2"C.
SLH
SLH
GMH/ALB
SLH
SITE ELECTRICAL PLAN
ADD ALTERNATE #2
AD2-E1.1
1"=10'
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
SCALE BRIDGE FILE
--
-- 1436
N/A
4.30.2018
P
R
O
T1
C1
T1
C1
T1
C1
T1
C1
T1
C1
T1
C1
T1
C1
T1
C1
T1
C1
U1
U1
U1
U1
CHAIR -
METAL CHAIR - TYPE 1 - QTY= 20
METAL CHAIR - TYPE 2 - QTY= 12
FFE PLAN LEGEND
UMBRELLA - TYPE 1
9' OCTAGON
QTY - 4
TABLE - TYPE 1
32" ROUND
QTY - 9
T1
C1
U1
SPRAY PLAZA -
FURNITURE/FIXTURES/EQUIPMENT PLAN
ADD ALTERNATE 2
PA
CK
AR
KO
1"=5'
AD2-FFE1.1
SCALE: 1" = 5'
0' 2.5' 5' 10'
NORTH
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
F
E
S
S
I
O
N
A
L
E
N
G
N
I
E
E
R
S
A
M
U
E
L
L.
H
U
R
T
I
N
D
I
A
N
A
0
N
P E 1 6
o .
10 0 87
S T A T E O F
R
E
T
E
G
I
S
D
E
R
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
CITY OF CARMEL
MONON TRAIL - URBAN SECTION
SCALE: 1" = 10'
0' 5' 10' 20'
NORTH
1 1/2"
1 1/2"
1 1/2"
1 1/2"
1 1/2"
1 1/2"
2"
1 1/2"
1 1/2"
3"
3"
3"
3"
3"
3"
3"
3"
1 1/2"
1 1/2"
2"
3"
3"
3"
P
FS
DS-1
DS-2
DS-3
DS-4
DS-5
DS-6
DS-7
DS-8
DS-9
DS-10
DS-11
3"
2"
3"
6"
6"
FLOW SCHEMATIC
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
MONON TRAIL - URBAN SECTION
--
-- 1436
N/A
7.25.2017
DELTA
JWT
CJB
JWT
AS NOTED
AD2-F5.02
ALTERNATE #2
05/01/2018
--
-- 1436
N/A
7.25.2017
DELTA
JWT
CJB
JWT
AS NOTED
AD2-F5.01
ALTERNATE #2
NOTE:
05/01/2018
TYPICAL LAYOUT
PAVER GROUP
SPRAY PLAZA - SITE LAYOUT DETAILS
ADD ALTERNATE 2
CK
PA
RT
DL
REFER TO DETAIL
AD2-SD4.2
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
THICKEN CONCRETE SLAB
AROUND THE BUBBLER
3" THICK GRANITE PAVER
WATER SUPPLY LINE, PROVIDE POSITIVE
SLOPE BACK TO PUMP VAULT
3"
CORE DRILL Ø 3" HOLE IN
THE CENTER OF THE PAVER
3 3/4"
6"
6"
BUBBLER HEAD TO BE SET
FLUSH WITH PAVER
2'-0" S.Q.
4 SCALE: 3/4" = 1'-0"
WATER FEATURE, TRENCH DRAIN, TYPE 2
10" 1'-8" 10"
2'-4"
8"
1' 1'
CHEMGRATE FIBERGLASS GRATING, HIGH LOADING CAPACITY, 2"
DEEP, 1-1/2" SQUARE MESH, CORVEX POLYESTER RESIN, MENISCUS
FINISH, DARK GRAY, 2'-0" WIDE. SECURE GRATING WITH TYPE 'R'
HOLD DOWN CLIPS TO EZ ANGLE EMBED FRAMES, BOTH SIDES.
2 1/4" LEDGE,
BOTH SIDES.
PEDESTRIAN SIDEWALK
1/2" EXPANSION JOINT WITH 1/2" Ø X 12" DOWEL,
SMOOTH, GREASED, EPOXY COATED @ 18" O.C.
PAVERS, TYPE 12 (SLOTTED PAVER).
SEE DETAIL 3, SHEET AD2-SD4.2
PROPOSED HEADER FOR FOUNTAIN
GRAVITY DRAIN. SEE FOUNTAIN PLANS.
PAVERS, TYPE 11, SEE
DETAIL 1, SHEET AD2-SD4.1
6" 8"
3 3/4"
APPLY WATERPROOFING TO ALL
INTERIOR SURFACES OF CASTING
PROVIDE CONTINUOUS PVC
WATER STOP, ALL SIDES.
#5 BAR AT 10" O.C. EACH
WAY, CENTERED IN WALL
REFER TO FOUNTAIN PLANS FOR
SUCTION AND OVERFLOW DRAIN
CONNECTIONS INTO TRENCH.
8 SCALE: 3/4" = 1'-0"
LIMESTONE BLOCK W/ BUBBLER WATER FEATURE - ADJACENT BLOCKS
REFER TO SHEET
AD2-SD3.1 FOR
BLOCK HEIGHTS
7 SCALE: 3/4" = 1'-0"
STANDARD LIMESTONE BLOCK
100:1 MAX. TOWARD DRAIN
SEE PLANS FOR
BLOCK LENGTH
SEE PLANS FOR
BLOCK LENGTH
SEE PLANS FOR BLOCK LENGTH
ADJACENT PAVERS,
REFER TO PLANS.
PAVERS IN FRONT,
REFER TO PLANS.
PAVERS (IN FOREGROUND),
REFER TO PLANS.
MATCH BLOCK LENGTH
REFER TO PLANS FOR
ADJACENT CONDITION.
24" WIDE QUARRY BLOCK.
SEE PLANS FOR LENGTH.
1'-6"
MIN. FOR ALL QUARRY
BLOCKS WITHOUT BUBBLER.
3' MIN. FOR ALL
QUARRY BLOCKS
WITH BUBBLER.
ADJACENT PAVERS,
REFER TO PLANS.
MATCH BLOCK LENGTH
SEE DETAIL 9 THIS SHEET.
6" L #5 SST DOWEL,
MIN. 2 PER BLOCK
4,000 PSI CONCRETE FOUNDATION
24" WIDE QUARRY BLOCK.
SEE PLANS FOR LENGTHS.
12" L #4 S.S. DOWEL @ 18" O.C.
12" L #4 S.S. DOWEL @ 18" O.C.
6" L #5 S.S. DOWEL,
MIN. 2 PER BLOCK
SEE PLANS FOR BLOCK LENGTH
1/2" MORTAR SET BED JOINT,
RAKE AND SEAL
SEALED, DOWELED EXPANSION
JOINT AT PERIMETER OF FOOTING
24" WIDE QUARRY BLOCK. SEE PLANS
FOR LENGTHS AND HEIGHTS.
1/2" MORTAR SET BED JOINT,
RAKE AND SEAL
SEALED, DOWELED
EXPANSION JOINT AT
PERIMETER OF FOOTING
WATER SUPPLY LINE. PROVIDE POSITIVE
SLOPE BACK TO PUMP VAULT. REFER
TO FOUNTAIN DRAWINGS.
NOTES:
1. INDIANA LIMESTONE BLOCKS TO BE OOLITIC
LIMESTONE, STANDARD GRAY, SPLIT FACE FINISH
ON TOP; ALL OTHER SIDES SAWN SMOOTH.
2. ALL EDGES EASED WITH NO ACUTE CORNERS, TYP.
ALL QUARRY BLOCKS.
4,000 PSI CONCRETE FOUNDATION
COMPACTED SUBGRADE
COMPACTED SUBGRADE
RECESSED BACKER
ROD AND SEAL JOINT.
3/8" HEAD JOINT, BACKER
ROD AND SEAL, TYP.
3 3/4"
MIN.
1'-6" MIN. FOR ALL
QUARRY BLOCKS
WITHOUT BUBLERS
COLD JOINT.
100:1 MAX. TOWARD DRAIN
6 SCALE: 3/4" = 1'-0"
LIMESTONE BLOCK W/ BUBBLER WATER FEATURE - CROSS SECTION (SINGLE BLOCK)
2'
REFER TO SHEET
AD2-SD3.1 FOR
BLOCK HEIGHTS
24" WIDE QUARRY BLOCK. SEE
PLANS FOR LENGTHS AND HEIGHTS.
MATCH BLOCK WIDTH
3' MIN.
ADJACENT
PAVERS,
REFER
TO PLANS.
SEE DETAIL 9 THIS SHEET.
PAVERS IN FRONT, REFER TO PLANS.
SPRAY PLAZA PAVER, TYPE A. SEE PLANS
FOR PVMT. PATTERN. REFER TO SPECS.
6" L #5 S.S. DOWEL, MIN. 2 PER BLOCK
12" L #4 S.S. DOWEL @ 18" O.C.
4,000 PSI CONCRETE FOUNDATION
1/2" MORTAR SET BED
JOINT, RAKE AND SEAL
SEALED, DOWELED
EXPANSION JOINT
AT PERIMETER OF
FOOTING
WATER SUPPLY LINE.
PROVIDE POSITIVE SLOPE
BACK TO PUMP VAULT.
1'
8"
T.F. 730.52
COMPACTED SUBGRADE
9 SCALE: 3" = 1'-0"
BUBBLER ON LIMESTONE ENLARGEMENT
6" DIA.
1" MIN.
CORE DRILL BLOCK, SEE
PLANS AND FIELD VERIFY
LOCATION.
BACKER ROD AND SEAL
ENTIRE PERIMETER OF CORE
DRILL AROUND PIPE
CARVE "BOWL" OUT OF
TOP OF STONE
TOP OF STONE
SEE DETAIL 2/F4.10 FOR
FOUNTAIN EQUIPMENT.
3" DIA.
1'-6" MIN. FOR
ALL QUARRY
BLOCKS WITHOUT
BUBBLER.
LIMESTONE BLOCK, REFER
TO PLAN FOR DETAIL
10 SCALE: 1" = 1'-0"
TRANSITION - LIMESTONE BLOCK TO PLANT BED
TOPSOIL, REFER TO SOIL PLAN FOR
TYPE AND DEPTH
2" DEPTH MULCH, HARDWOOD
SHREDDED BARK
SEAL THE SIDE OF LIMESTONE BLOCKS WHERE
ADJACENT TO SOIL. SEAL EXTEND 3" MIN TO
CONCRETE FOUNDATION
VARIES.
COMPACTED SUBGRADE
2"
TRANSITION ZONE,
INTEGRATE PLANTING SOIL
INTO TOP 4" OF SUBSOIL
NOTES:
FINISH GRADE, CONCRETE
FOUNDATION SHALL NOT BE EXPOSED
11 SCALE: 3/4" = 1'-0"
PAVERS NEXT TO POP JETS
3 3/4"
6"
6"
DRAIN
TOWARDS INLET
PAVERS, TYPE 11, WITH
1/8" SPACED, OPEN JOINTS
#53 AGGREGATE
COMPACTED
4,000 PSI/CIP CONCRETE FOUNDATION COMPACTED SUBGRADE
POP JET, SEE PLANS FOR
SIZE AND LOCATION.
PROTECT ALL FOUNTAIN
SUMPS & PIPING FROM
CONSTRUCTION DEBRIS.
8"
1' 1'
5 SCALE: 3/4" = 1'-0"
- CROSS SECTION (ADJACENT STANDARD BLOCKS)
2' 2'
MATCH BLOCK WIDTH
SEE DETAIL 9 THIS SHEET.
12" L #4 S.S. DOWEL
@ 18" O.C., TYP.
4,000 PSI CONCRETE
FOUNDATION
REFER TO SHEET
AD2-SD3.1 FOR
BLOCK HEIGHTS
3'
MIN.
1/2" MORTAR SET BED
JOINT, RAKE AND SEAL
SEALED, DOWELED
EXPANSION JOINT AT
PERIMETER OF FOOTING
WATER SUPPLY LINE.
PROVIDE POSITIVE SLOPE
BACK TO PUMP VAULT.
1'
8"
3/8" HEAD JOINT, BACKER
ROD AND SEAL JOINT, TYP.
T.F. 730.52
COMPACTED SUBGRADE
24" WIDE QUARRY
BLOCK. SEE PLANS FOR
LENGTHS AND HEIGHTS.
PAVERS (IN FOREGROUND),
REFER TO PLANS.
SPRAY PLAZA PAVER, TYPE
A. SEE PLANS FOR PVMT.
PATTERN. REFER TO SPECS.
6" L #5 S.S. DOWEL,
MIN. 2 PER BLOCK
1'-6" FOR ALL THE QUARRY
BLOCKS WITHOUT BUBBLER
SEALED, DOWELED
EXPANSION JOINT AT
PERIMETER OF FOOTING
LIMESTONE BLOCK, W/ BUBBLER WATER FEATURE
SPRAY PLAZA - SITE LAYOUT DETAILS
ADD ALTERNATE 2
CK
PA
RT
DL
REFER TO DETAIL
AD2-SD4.1
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
P17
P17
P17
TYP. OF 11 W2
W3
E7
E7
P16
P15
P4
P4
P4 P4
TYP. OF 34
BELOW PAVERS
F10
L1 L1
P15
P13 P15
L1
L1
L1
P17
P17
F10
W1
W1
W1 W1
W1
W1
W1
W1
W1
W1
W1
A3
B2 B2
REFER TO LAYOUT PLANS FOR BASE BID SCOPE.
F10 F10
2' TYP.
℄ OF JOINTS.
2' TYP.
℄ OF JOINTS.
18' 14'
8' 4'
6'
80'
E8
EXTENT OF SOIL CELLS. REFER TO BASE BID SOILS PLAN.
6' 12' 8' 68' 4' 8' 6'
4'
12'
60
3
--
60
3
--
W5
MIN 18" SPACING
BETWEEN VENTS
W5
W5
L3 L3
Luminare, Type S7.
Refer to Electrical Plans
Luminare, Type S8.
Refer to Electrical Plans
Umbrella, Base Anchor, Type 2
Detail 1, Sheet AD1-SD 4.2
Planting Bed
Refer to Soil and Landscape Plans
Mulch, Stone
Refer to Soil and Landscape Plans
Pavers, Type 11.
Detail 1, Sheet AD2-SD 4.1
Pavers, Type 12.
Detail 3, Sheet AD2-SD 4.2
Pavers, Type 13.
Detail 3, Sheet AD2-SD 4.1
Water Feature, Bubbler
See Fountain Plans.
Water Feature, Pop Jet
See Fountain Plans.
Water Feature, Trench Drain, Type 2
Detail 4, Sheet AD2-SD4.1
Water Feature, Utility Vault
See Fountain Plans.
Water Feature, Vent Caps
See Fountain Plans.
L1
P15
P16
E7
P17
F10
W1
W2
W3
W4
E8
W4
L3
SPRAY PLAZA - LAYOUT PLAN
ADD ALTERNATE 2
PA
CK
RT
DL
1"=5'
AD2-SD3.1
SCALE: 1" = 5'
0' 2.5' 5' 10'
NORTH
LIMESTONE BLOCK SCHEDULE
BLOCK TYPE BLOCK A, 2'X2' (SEE HEIGHT BELOW) BLOCK B, 2'X'4' (SEE HEIGHT BELOW) BLOCK C, 2'X6' (SEE HEIGHT BELOW)
A1, 16" B1, 16"
A2, 22" B2, 22" C2, 22"
A3, 28" B3, 28" C3, 28"
B4, 34" C4, 34"
STANDARD LIMESTONE BLOCK
REFER TO DETAIL 7, SHEET AD2-SD4.1
LIMESTONE BLOCK WITH BUBBLER WATER FEATURE
REFER TO DETAIL 5,6, SHEET AD2-SD4.1
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
TRAIL SIGN, SEE SHEETS SD4.31-SD4.36 FOR TRAIL
SIGNAGE MESSAGING AND DETAILS.
(SIGN MESSAGE DESIGNATION REVERSE SIDE)
(SIGN MESSAGE DESIGNATION)
(SIGN TYPE DESIGNATION)
TRAIL SIGN KEYNOTE LEGEND
XX
XX
XX
DISTANCE VARIES.
REFER TO LAYOUT PLANS.
DISTANCE VARIES.
REFER TO LAYOUT PLANS.
3 SCALE: 1/2" = 1'-0"
PLAYGROUND GROTTO - SOUTH ELEVATION
4 SCALE: 1/2" = 1'-0"
PLAYGROUND GROTTO - NORTH ELEVATION
ARTIFICIAL TURF ADJACENT GROTTO.
PROVIDE 4" OF COMPACTED #53 STONE
WITH GEOCELL. SECURE COMPOSITE
NAILER BOARD (NOT SHOWN) TO GROTTO
DISTANCE VARIES.
REFER TO GRADING PLANS.
ARTIFICIAL TURF ADJACENT GROTTO.
PROVIDE 4" OF COMPACTED #53 STONE
WITH GEOCELL. SECURE COMPOSITE
NAILER BOARD (NOT SHOWN) TO GROTTO
GROTTO FOUNDATION. REFER TO
STRUCTURAL DRAWINGS.
GROTTO FOUNDATION. REFER TO
STRUCTURAL DRAWINGS.
DISTANCE VARIES.
REFER TO GRADING PLANS.
COMPACTED SUBGRADE
COMPACTED SUBGRADE
GROTTO HP 835.12
GROTTO HP 835.12
DISTANCE VARIES.
REFER TO GRADING PLANS.
DISTANCE VARIES.
REFER TO GRADING PLANS.
SHOTCRETE PLAYGROUND GROTTO.
ARTIFICIAL TURF ADJACENT GROTTO.
PROVIDE 4" OF COMPACTED #53 STONE
WITH GEOCELL. SECURE COMPOSITE
NAILER BOARD (NOT SHOWN) TO GROTTO
830.82
COMPACTED SUBGRADE
6 SCALE: 1/2" = 1'-0"
PLAYGROUND GROTTO - WEST ELEVATION
7 SCALE: 1/2" = 1'-0"
PLAYGROUND GROTTO - EAST ELEVATION (INSIDE GROTTO)
REFER TO PLAYGROUND DETAILS FOR
CONCRETE HEADER REQUIREMENTS.
PIP RUBBER SURFACE ADJACENT TO
GROTTO. GRADE SLOPES UP TOWARD
INSIDE WALL OF GROTTO. REFER TO
GRADING PLANS.
GROTTO FOUNDATION.
REFER TO STRUCTURAL DRAWINGS.
GROTTO FOUNDATION.
REFER TO STRUCTURAL DRAWINGS.
PIP RUBBER SURFACE WITH
FALL RATED SUBBASE.
ARTIFICAL TURF, ON WEST
ELEVATION OF GROTTO
REFER TO PLAYGROUND DETAILS FOR
CONCRETE HEADER REQUIREMENTS.
831.44
830.82
831.44
SUSPEND METAL MESH 1"
FROM EDGE OF
STRUCTURAL FRAMING.
8 SCALE: 2" = 1'-0"
PLAYGROUND GROTTO - SHOTCRETE MESH
4" 2 1/2"
SHOTCRETE. PROVIDE
3/4" MIN. COVER OVER
SHOTCRETE MESH.
INTERNAL STRUCTURAL
ARC MEMBERS. REFER
TO STRUCTURAL
DRAWINGS FOR SIZING.
SUSPEND METAL MESH 1"
FROM EDGE OF
STRUCTURAL FRAMING.
9 SCALE: 2" = 1'-0"
PLAYGROUND GROTTO - SKYLIGHT
4" 2 1/2"
DISTANCE VARIES.
REFER TO SKYLIGHT PLAN
HOLD SHOTCRETE MESH 3/4"
MIN FROM EDGE OF OPENING.
INTERNAL STRUCTURAL MEMBERS. MAINTAIN
1/2" CLEARANCE FROM ALL SKYLIGHTS.
STRUCTURAL MEMBERS LOCATION MAY VARY
FROM DRAWINGS.
2 SCALE: 1/2" = 1'-0"
PLAYGROUND GROTTO - SKYLIGHTS
AS RECOMMENDED BY THE HANDBOOK FOR
PUBLIC PLAYGROUND SAFETY, ALL SKYLIGHT
OPENINGS SHALL BE LESS THAN 3.5", OR
GREATER THAN 9".
Ø9 1/2", TYP.
Ø3", TYP.
PRIOR TO APPLICATION OF SHOTCRETE, ARCHITECT WILL
REVIEW FORMWORK AND PROVIDE LOCATIONS OF SKYLIGHTS
IN GROTTO.
TWO (2) LARGE OPENINGS
TEN (10) SMALL OPENINGS
GENERAL NOTES:
1. DIMENSIONS, MODULES, AND FRAMING SHOWN ON THIS SHEET ARE TO
CONVEY DESIGN INTENT ONLY. CONTRACTOR/MANUFACTURER SHALL
PREPARE AND SUBMIT SHOP DRAWINGS FOR ALL COMPONENTS,
CONNECTIONS, AND MEMBERS COMPLETE.
CONTRACTOR/MANUFACTURER SHALL BE RESPONSIBLE FOR HAVING
APPROVED SHOP DRAWINGS CERTIFIED, SIGNED, AND SEALED BY A
PROFESSIONAL ENGINEER LICENSED IN THE STATE OF INDIANA.
CERTIFIED DRAWINGS SHALL BE REVIEWED AND APPROVED BY THE
LANDSCAPE ARCHITECT BEFORE FABRICATION BEGINS.
.
GENERAL NOTES:
1. AXON FOR INTERNAL STRUCTURAL CLARITY ONLY. REFER TO
STRUCTURAL DRAWINGS FOR SHOTCRETE AND STRUCTURAL
REQUIREMENTS.
.
PLAY AREA - SITE LAYOUT DETAILS
ADD ALTERNATE 1
PA
KO
RT
DL
REFER TO DETAIL
AD1-SD4.4
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
ADD ALTERNATE 1
PA
KO
RT
DL
REFER TO DETAIL
AD1-SD4.3
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
2 SCALE: 1" = 1'-0"
NOT USED
3 SCALE: 1" = 1'-0"
NOT USED
1 SCALE: 1" = 1'-0"
NOT USED
SET UNDER PAVER, FASTENERS 3" CLEAR
EXTEND CONCRETE BASE BEYOND EDGE OF PAVER
TO MAINTAIN 3" CLEAR ON EDGE RESTRAINT
ANCHOR
PAVERS, TYPE 6, REFER
TO SHEET SD4.2
P.I.P RUBBER SURFACE, SEE
SHEET AD1-SD4.1
5 SCALE: 1"=1'-0"
PAVERS, TYPE 6 , ADJACENT TO ARTIFICIAL TURF
PAVERS, TYPE 6, REFER
TO REFER TO SHEET
SD4.2
3 3/4"
4"
4"
6"
SECURE ARTIFICAL TURF TO 1 x 3-1/2" COMPOSITE
NAILER BOARD, SECURE TO CONCRETE
ARTIFICAL TURF, SECURE TO BOARD PER
MANUFACTURER SPECS
R1"
10"
6"
1'-6"
TURN ARTIFICIAL TURF 5'-6"
DOWN CURB FACE ON ALL SIDES.
1'-6"
14" MIN.
2" MULCH.
REFER TO PLANTING DETAILS.
CONCRETE CURB WITH
ARTIFICIAL TURF BEYOND.
SLOPE WITH FINISH GRADE.
SPECIMEN SHADE TREE. REFER TO
ALTERNATE PLANTING PLANS.
4000 PSI CONCRETE HEADER WITH
MEDIUM BROOM FINISH. PROVIDE
TWO (2), #4 REBAR CONTINUOUS.
R1"
R1"
REFER TO GRADING PLANS
FOR SLOPE. SLOPE SHALL BE
MATCHED WITH CURB TOP R1/2" TYP.
STRUCTURAL SOIL. REFER TO SOIL PLANS.
3 SCALE: 1" = 1'-0"
CONCRETE HEADER, WITH TREE
6 SCALE: 1/2" = 1'-0"
PRECAST CONCTRETE SLIDE
3/4" x 6" THREADED STEEL ROD
PER MANUFACTURER, TYP.
4000 PSI CONCRETE FOOTING, 4'6"
WIDE, w/(2)#6 CONT. TOP AND
BOTTOM w/#4 STIRRUPS @ 12" o.c.
PRECAST CONCRETE SLIDE. SEE
LAYOUT PLANS AND SPECS.
SLIDE CHUTE @ CONTINUOUS
ANGLE.
4'-6"
6"
1'-4"
9"
3'-0"
6"
1'-4"
SET ENTRANCE PLATFORM
TO BE FLUSH WITH
SURROUNDING GRADE
COMPACTED SUBGRADE.
COMPACTED SUBGRADE.
COMPACTED FILL.
P.I.P. RUBBER SURFACE,
REFER TO DETAIL 1,
SHEET AD1-SD4.1.
4000 PSI CONCRETE
FOOTING, 4'6" WIDE,
w/(2)#6 CONT. TOP AND
BOTTOM w/#4 STIRRUPS @
12" o.c.
11
AD1-SD4.1
CONCRETE HEADER BEYOND
7
AD1-SD4.2
FINISH GRADE, REFER TO
GRADING PLAN
FINISH GRADE, REFER TO
GRADING PLAN
SIT DOWN BAR, REFER TO
DETAIL 7 ON THIS SHEET. DO
NOT PUT SIT DOWN BAR
INTO THE SLIDE
7 SCALE: 1/2" = 1'-0"
CONCRETE SLIDE SIT DOWN BAR
TURF @ SIT DOWN BAR
SCALE: NOT TO SCALE
ARTIFICIAL TURF, REFER TO
DETAIL 7, SHEET AD1-SD4.1
1" X 4" COMPOSITE NAILER
BOARD, SECURE TO
CONCRETE FOOTING
AROUND THE GUARDRAIL
12" SQ. CONCRETE FOOTER.
1'-0"
1'-6"
R5 1/2"
3'-0"
6'-8"
SEE TURF @ SIT DOWN BAR
DETAIL AT RIGHT.
1'-0"
2" DIA. GUARDRAIL, 316
STAINLESS STEEL, SCHEDULE 80,
SATIN FINISH
ARTIFICIAL TURF, STANDARD,
REFER TO DETAIL 7, SHEET
AD1-SD4.1
2" Ø SST GUARDRAIL.
NOTE:
THE GUARDRAIL WILL NOT BE
SUPPLIED WITH THE HILLSIDE SLIDE. IT
WILL BE PROVIDED BY THE GENERAL
CONTRACTOR.
PRECAST CONCRETE SLIDE. SEE
LAYOUT PLANS AND SPECS.
SLIDE FOOTING, REFER TO
DETAIL 6 THIS SHEET
PLAY AREA - SITE LAYOUT DETAILS
ADD ALTERNATE 1
PA
KO
RT
DL
REFER TO DETAIL
AD1-SD4.2
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
ARCHITECT FOR APPROVAL FOR HARDWARE
THAT CONNECTS TO GROTTO.
ARTIFICIAL TURF.
REFER TO DETAILS THIS SHEET.
1 1/2" MAX
1" X 4" COMPOSITE NAILER
BOARD, SECURE TO
CONCRETE
C.I.P CONCRETE HEADER w/
TRAVERSE MEDIUM BROOM FINISH,
1/2" RADIUS ALL EXPOSED EDGES
ADJACENT PAVEMENT,
REFER TO PLAN FOR TYPE
ARTIFICIAL TURF, SECURE TO BOARD PER
MANUFACTURER SPECS
1'-6"
REFER TO GRADING PLAN FOR ELEVATIONS
ARTIFICIAL TURF
COMPACTED SUBGRADE, TYP.
SHOTCRETE w/ 6x6 10/10 WWM
CENTERED IN SLAB, PROVIDE 2" WEEPS
FILLED w/ CHIP STONE IN LOW AREAS,
REFER TO PLANS FOR LOCATION
1'-0"
4"
COMPACTED AGGREGATE,
NO. 53 BASE, WASHED. WRAP
IN GEOTEXTILE FABRIC (2) #4 REBAR, CONT.
1 1/2" PVC WEEPS FILLED WITH CHIP STONE, 24" O.C.,
ADJACENT TO NAILER BOARD.
ADJACENT PAVEMENT,
REFER TO PLAN FOR TYPE
ARTIFICIAL TURF, SECURE TO
BOARD PER MANUFACTURER
SPECS
1'-6"
(2) #4 REBAR, CONT.
6"
6"
4"
C.I.P CONCRETE HEADER w/ TRAVERSE MEDIUM
BROOM FINISH, 1/2" RADIUS ALL EXPOSED EDGES
1" X 4" COMPOSITE
NAILER BOARD, SECURE
TO CONCRETE
AGGREGATE, #53 BASE,
WASHED, WRAP IN
GEOTEXTILE FABRIC
5 SCALE: 1" = 1'-0"
ARTIFICIAL TURF, CONCRETE BASE
7 SCALE: 1" = 1'-0"
ARTIFICIAL TURF, STANDARD, AT CONCRETE HEADER
6 SCALE: 1" = 1'-0"
AT CONCRETE HEADER
COMPACTED AGGREGATE, NO. 53, BASE
4"
8 SCALE: 1" = 1'-0"
ARTIFICAL TURF, STANDARD
4" FLEXIBLE DUPONT GEOCELL REINFORCING
PLACED WITHIN COMPACTED AGGREGATE
UNDER ARTIFICIAL TURF, TYP. GEOCELL SHALL
CONFORM TO SLOPES AS SHOWN ON
GRADING PLAN. REFER TO SPECIFICATIONS
FOR ADDITIONAL DETAILS. GEOCELL NOT
REQUIRED WHERE SHOTCRETE IS USED. REFER
TO PLAYGROUND ENLARGEMENT PLAN FOR
LOCATIONS.
ARTIFICIAL TURF, w/ CONCRETE BASE,
1 1/2" PVC WEEPS FILLED WITH CHIP STONE, 24" O.C.,
4"
10 SCALE: 1" = 1'-0"
ARTIFICIAL TURF, CONCRETE BASE, ADJACENT TO WALL
6"
1 1/2" PVC WEEPS FILLED WITH CHIP STONE, 24" O.C.,
ADJACENT TO NAILER BOARD.
8"
1'-0" 1'-0"
1" X 4" COMPOSITE
NAILER BOARD, SECURE
TO CONCRETE
WASHED #53 BASE AGGREGATE,
WRAP IN GEOTEXTILE FABRIC
ARTIFICIAL TURF, SECURE TO BOARD
PER MANUFACTURER SPECS
C.I.P. CONCRETE WALL
IN BASE BID, REFER TO
DETAIL 6, SHEET S1.1
12 SCALE: 1 1/2" = 1'-0"
STANDARD ARTIFICIAL TURF BERM
SECURE ARTIFICAL TURF TO 1x4
COMPOSITE NAILER BOARD,
SECURE TO CONCRETE
ADJACENT PIP
SAFETY SURFACE
REFER TO
GRADING PLAN
#4 REBER, CONT.
SHOTCRETE SLAB OR LOW
SLUMP CONCRETE, w/ 6x6
10/10 WWM CENTERED IN SLAB
4"
COMPACTED
SUBGRADE
6"
R4"
R2"
#4 REBAR, 12" O.C.,
HORIZ AND VERT., TYP.
6"
VARIES, TYP.
SLIDE, REFER TO SPECIAL PROVISION
C.I.P CONCRETE FOOTER
STANDARD ARTIFICIAL TURF, TYP.,
REFER TO 5/SHEET AD1-SD4.1
COMPACTED SUBGRADE
NOTE:
1. CONTRACTOR SHALL COORDINATE
CONCRETE POURS AND SECURING NAILER
BOARDS w/ TURF INSTALLER.
11 SCALE: 1 1/2" = 1'-0"
SLIDE CROSS SECTION
6"
1'-6"
3" CLEAR.
SHOTCRETE SLAB w/ 6x6 10/10
WWM CENTERED IN SLAB
ARTIFICIAL TURF
CLIMBING HOLD, TYP., REFER
TO PLANS FOR LOCATION
4"
COMPACTED SUBGRADE
NOTE:
REFER TO THIS SHEET FOR
CLIMBING HOLD DETAILS
REFER TO
GRADING PLAN
9" Ø
1'-6"
EARTH FORMED 1'-6" DEEP, 24" O.C.
BOTH WAYS, FILL WITH SHOTCRETE.
1 1/2" PVC WEEPS FILLED WITH CHIP STONE, 24" O.C.,
9 SCALE: 1" = 1'-0"
ARTIFICIAL TURF, WITH CONCRETE SLAB
SHOTCRETE SLAB
ARTIFICIAL TURF, TYP
EXPANSION BOLT, CORE DRILL AND
EPOXY INTO SHOTCRETE. REFER TO
MANUFACTURER'S
RECOMMENDATIONS TO VERIFY
HARDWARE SIZE.
CLIMBING HOLDS
13 SCALE: 1 1/2" = 1'-0"
CLIMBING HOLDS ON SLOPE
2"
NOTES:
1. CONTRACTOR TO PROVIDE AND INSTALL ATOMIK
CLIMBING HOLDS, 100 PACK BOLT-ON,
ASSORTED BRIGHT TONES, WITH SST BOLTS FOR
ANCHORING TO CONCRETE. PROVIDE SUBMITTAL
TO ARCHITECT PRIOR TO ORDERING.
2. ARCHITECT TO PROVIDE LAYOUT OF CLIMBING
HOLDS ON SITE, ON INSTALLED CLIMBING SLOPE,
PRIOR TO INSTALLATION OF CLIMBING HOLDS.
2"
4", TYP.
#53 BASE AGGREGATE
FALL RATED IMPACT LAYER
TYP. REFER TO
MANUFACTURER SPECS
FOR SECURING
14 SCALE: 1" = 1'-0"
ARTIFICIAL TURF, FALL RATED
FALL RATED RUBBER
SURFACE WITH 1/2" RADIUS
ALONG PERIMETER.
1'-6"
6"
WASHED AGGREGATE,
#53, BASE, WRAP IN
GEOTEXTILE FABRIC
CONCRETE HEADER, WHERE EXPOSED.
1" x 4" COMPOSITE NAILER
BOARD, PROVIDED BY OWNER,
SECURE TO CONCRETE BELOW
ADJACENT PIP FALL RATED
RUBBER SURFACE.
15 SCALE: 1" = 1'-0"
AT RUBBER SURFACE: > 2:1 SLOPE
ARTIFICIAL TURF, FALL RATED,
TYPICAL
FALL RATED ARTIFICIAL TURF, REFER TO DETAIL 11 THIS
SHEET. SECURE TO BOARD PER MANUFACTURER SPECS
PLAY AREA - SITE LAYOUT DETAILS
ADD ALTERNATE 1
PA
KO
RT
DL
REFER TO DETAIL
AD1-SD4.1
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
833.50
832.50
831.90
832.12
830.82
832.12
833.00
831.40
830.60
831.74
2.0%
2.0%
2.0%
831.81
831.87
INV. 827.10
B
RIM 831.73
INV. 827.40
B
RIM 831.71
INV. 827.50
B
RIM 832.68
INV. 828.00
B
RIM 834.05
INV. N: 828.50
REFER TO BASE BID CIVIL
DRAWINGS FOR
MANHOLE REQUIREMENTS.
A
RIM 833.75
INV. N: 831.00
833.60
831.47
SLIDE BED 831.38
SLIDE BED 835.63
834.07
833.40
831.60
832.92
832.40
HP 833.00
TURF OVER GROTTO
832.08
HP GROTTO 835.12
831.12
SCALE: 1" = 4'
0' 2' 4' 8'
PLAY AREA - GRADING PLAN
ADD ALTERNATE 1
PA
CK
AR
KO
1"=4'
AD1-SD3.2
NORTH
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
UNDERDRAIN AND STORM STRUCTURE TABLE:
FALL HEIGHT DESCRIPTION NOTES:
---- PERFORATED UNDERDRAIN 4" HDPE
A 8" DRAIN BASIN 8" ROUND SLOTTED POLYETHYLENE CAP
B 8" DRAIN BASIN 8" ROUND SOLID POLYETHYLENE CAP
ARCHITECT SHALL REVIEW ALL GRADING IN PLAYGROUND FOR APPROVAL PRIOR TO
INSTALLATION OF ARTIFICAL TURF AND PIP RUBBER SURFACE
1 SCALE: 1" = 5'
PLAY AREA - GRADING PLAN
X11
X6
X15
X16
X5
X1
X4
ON GROTTO
X6
X6
PIP TYPE C, SEE SPECS.
PIP TYPE B, SEE SPECS.
PIP TYPE A, SEE SPECS.
PIP TYPE B, SEE SPECS.
PIP TYPE A, SEE SPECS.
PIP TYPE A, SEE SPECS.
PIP TYPE C, SEE SPECS.
PIP TYPE C, SEE SPECS.
5'
5'
5'
5'
5'
5'
5'
5'
5'
5'
PIP TYPE A, SEE SPECS.
PIP TYPE A, SEE SPECS.
Poured-in-Place Rubber Surfacing, Fall Rated
Detail 1, Sheet AD1-SD 4.1
Artificial Turf, Standard
Detail 8, Sheet AD1-SD 4.1
Artificial Turf, Concrete Base
Detail 5, Sheet AD1-SD 4.1
Artificial Turf, Standard, at Concrete Header
Detail x, Sheet AD1-SD x.x
Climbing Holds on Slope
Detail 13, Sheet AD1-SD 4.1
Artificial Turf, Concrete Base, at Concrete Header
Detail 7, Sheet AD1-SD x.x
Slide
Detail 6,7, Sheet AD1-SD 4.2
Luckey Climber
Refer to Special Provision and Structure Drawings
Playground Grotto
Details, Sheet AD1-SD 4.4
Decorative Wall Panel
Detail 1-3, Sheet AD1-SD 4.3
Artificial Turf, Fall Rated, at Rubber Surface
Detail 15, Sheet AD1-SD 4.1
Concrete Header, w/ Tree
Detail 3, Sheet AD1-SD 4.2
Cut Limestone Block
Detail 1,2, Sheet AD1-SD 4.2
Artificial Turf, Fall Rated
Detail 14, Sheet AD1-SD 4.2
Playground Section A
Detail 5, Sheet AD1-SD 4.3
Playground Section B
Detail 4, Sheet AD1-SD 4.3
Artificial Turf, Concrete Base, Berm
Detail 12, Sheet AD1-SD4.1
X3
X4
X5
X1
X6
X2
X7
X8
X9
X10
X11
X12
X13
X14
X15
X16
X17
PLAY SURFACE MATERIAL SCHEDULE:
ITEM DESCRIPTION DETAIL REFERENCE
FALL RATED RUBBER PLAY SURFACE
(FALL RATING AS INDICATED)
SEE DETAIL 1/AD1-SD4.1
AND SPECIFICATIONS
ARTIFICIAL TURF, STANDARD SEE DETAIL 8/AD1-SD4.1
AND SPECIFICATIONS
ARTIFICIAL TURF, WITH
CONCRETE BASE
SEE DETAIL 5/AD1-SD4.1
AND SPECIFICATIONS
ARTIFICIAL TURF WITH
FALL-RATED BASE
SEE DETAIL 14/AD1-SD4.1
EXTENTS OF ARTIFICIAL TURF CURB SEE DETAIL 15/AD1-SD4.1
SCALE: 1" = 5'
0' 2.5' 5' 10'
PLAY AREA LAYOUT PLAN
ADD ALTERNATE 1
PA
CK
RT
DL
1"=5'
AD1-SD3.1
NORTH
P.I.P RUBBER - SAFETY SURFACE DEPTHS:
FALL HEIGHT DESCRIPTION SAFETY MATERIAL
DEPTH
5' FALL RATED PLAY SURFACE 2"
X'
REFER TO SPECS FOR PIP RUBBER COLORS.
PROVIDE 70% COLOR/30% BLACK COLOR MIX. SEE SPECIFICATIONS FOR
ADDITIONAL REQUIREMENTS.
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
1 SCALE: 1" = 5'-0"
PLAYGROUND LAYOUT ENLARGEMENT
2 SCALE: 1" = 5'-0"
PLAYGROUND PAVEMENT ENLARGEMENT
X'
X'
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
9' OCTAGON
QTY - 3
TABLE - TYPE 1
32" ROUND
QTY - 20
T1
C1
U1
SCALE: 1" = 10'
0' 5' 10' 20'
FURNITURE/FIXTURES/EQUIPMENT PLANS
LW
PA
LW
KO
1"=10'
FFE1.1
NORTH
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
TAPER AT
ROOT FLARE
3'-7"
PAVEMENT, STABILIZED DECOMPOSED
GRANITE, REFER TO DETAIL 7, SHEET SD4.1
TOPSOIL, AMENDED - PLANTING SOIL,
INSTALL IN 12" LIFTS, EACH COMPACTED
TO 70-80% PROCTOR
SILVA CELL 2 SYSTEM UNDER
PAVING, 3X UNITS (DECK, BASE,
AND POSTS), SEE SOILS PLAN.
TOPSOIL, AMENDED
TOPSOIL,STRUCTURAL UNDER
ROOTBALL, COMPACTED TO 95%
HEAVY GEOTEXTILE FABRIC TO LINE
TOP OF SILVA CELL SYSTEM. EXTEND
OVER ROOTBALL OF TREE.
COMPACTED AGGREGATE, NO. 53 BASE,
DEPTH 4" MIN., COMPACTED TO 95% PROCTOR
SUBGRADE, COMPACTED TO 95% PROCTOR
ROOT BALL, REFER TO PLANTING PLAN. HOLD
STONE AGGREGATE BELOW ROOT FLARE
2 SCALE: 1/2" = 1'-0"
SUSPENDED PAVEMENT ASSEMBLY - TREE PLANTING AT STABILIZED DECOMPOSED GRANITE
1" MIN. TO 6" MAX. MIN. 3'-0" Ø
SPACING AT BASE
NON-WOVEN GEOTEXTILE,
PLACED BELOW AGGREGATE BASE
PIN, PER SPECIFICATIONS, TO KEEP CELLS
IN PLACE DURING CONSTRUCTION
ROOT BARRIER, HOLD DOWN 2"
BELOW TOP OF FINISHED PAVEMENT
4 1/2"
4 1/2"
3"
3 SCALE: 1/2" = 1'-0"
SUSPENDED PAVEMENT ASSEMBLY - SECTION AT PAVERS, TYPE 2 IN MEDIAN
6" MIN
1'-0"
PAVER, TYPE 2, SEE DETAIL 4,
SHEET SD3.4
PAVER, TYPE 6, EXISTING
EXISTING PAVER ROADWAY,
PERMEABLE PAVERS
UNDER DRAIN, SEE
CONSTRUCTION DETAILS
1" MIN. TO 6" MAX.
PIN, PER SPACING AT BASE
SPECIFICATIONS, TO
KEEP CELLS IN PLACE
DURING CONSTRUCTION
NONWOVEN GEOTEXTILE,
PLACED BELOW
AGGREGATE BASE
TOPSOIL, AMENDED - PLANTING SOIL,
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
CONCRETE TO EXTEND TO DECK
OF SOIL CELL WITH GEOTEXTILE
SEPARATION
PAVER, TYPE 9, SEE DETAIL 7.
SHEET SD3.4
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
HEAVY GEOTEXTILE FABRIC TO
EDGE OF EXCAVATION
3/16" x 14" ZIP TIES, SECURING
GEOGRID TO SILVA CELLS
COMPACTED AGGREGATE NO. 53
BASE, DEPTH 4" MIN., COMPACTED
TO 95% PROCTOR
SUBGRADE, COMPACTED
TO 95% PROCTOR
3'-7"
4" MIN.
4"
4"
2 3/4"
TOPSOIL, STRUCTURAL
COMPACTED SUBGRADE
SOIL DETAILS
CK
PA
LW
KO
REFER TO DETAIL
SD6.4
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
SEE ELECTRICAL DETAILS
1" MIN. TO 6" MAX.
SPACING BETWEEN
SILVA CELLS AT BASE
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
NONWOVEN GEOTEXTILE,
GEOTEXTILE FABRIC, PLACED
BELOW AGGREGATE BASE
TOPSOIL, AMENDED - PLANTING
SOIL. 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
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. FILL TO WITHIN 4-6" BELOW
TOP OF SILVA CELL DECKS, INSTALL
IN 8" LIFTS, EACH COMPACTED TO
COMPACTED SUBGRADE 95% PROCTOR
CURB, GRANITE, 6" WIDE, TYPE 1
ROOT BARRIER, 12" DEEP
+/- 2 % SLOPE
ROOTBALL
TOPSOIL
STRUCTURAL UNDER
ROOTBALL,
COMPACTED TO
95% 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
TOPSOIL, AMENDED - PLANTING SOIL TYPE D. INSTALL IN SEPARATION
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"
4" 4" 4"
1'-0"
6" MIN.
2'-0"
UNDER DRAIN: PIPE, TYPE 4, CIRCULAR, 4 IN,
HDPE; WITH AGGREGATE FOR 4" SILVA CELL
UNDERDRAIN, WASHED; WRAPPED IN
GEOTEXTILES FOR 4" SILVA CELL UNDERDRAIN;
SEE CONSTRUCTION DETAILS
COMPACTED AGGREGATE
NO. 53 BASE, DEPTH 4" MIN.
1" MIN. TO 6" MAX. SPACING AT BASE
SUBGRADE, COMPACTED TO 95%
PROCTOR
PIN, PER SPECIFICATIONS,
TO KEEP CELLS IN PLACE
DURING CONSTRUCTION
NONWOVEN GEOTEXTILE, PLACED
BELOW AGGREGATE BASE
COMPACTED AGGREGATE
NO. 53 BASE, DEPTH 4" MIN.,
COMPACTED TO 95% PROCTOR
4 SCALE: 1/2" = 1'-0"
SUSPENDED PAVEMENT ASSEMBLY - SECTION AT FLUSH PLANTING BED
3 SCALE: 1/2" = 1'-0"
SUSPENDED PAVEMENT ASSEMBLY AT CONNECTION TO PLANT BED - TYPICAL LAYOUT PLAN
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. 4
SD5.7
13'-6"
BUFFER /
AMENITY
ZONE
6"
DRIVING
LANE
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
4'-2" 1" MIN. TO 6" MAX., TYP.
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
4
SD6.3
UNDER DRAIN: PIPE, TYPE 4,
CIRCULAR, 4 IN, HDPE,
SEE CONSTRUCTION DETAILS
SOIL DETAILS
CK
PA
LW
KO
REFER TO DETAIL
SD6.3
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
PERMEABLE PAVERS
EXISTING GRANITE CURB
3 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)
3
16" x 14" ZIP TIES, SECURING
GEOGRID TO SILVA CELLS
4 SCALE: 1/2" = 1'-0"
SUSPENDED PAVEMENT ASSEMBLY - SECTION AT TREE PLANTNG WITH INLET
COMPACTED SUBGRADE
TOPSOIL, AMENDED - PLANTING
SOIL. INSTALL IN 12" LIFTS, EACH
COMPACTED TO 70-80% PROCTOR
6"
1'-6"
COMPACTED SUBGRADE
NONWOVEN GEOTEXTILE,
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
NONWOVEN GEOTEXTILE, PLACED
BELOW AGGREGATE BASE
COMPACTED AGGREGATE NO. 53
BASE, DEPTH 4" MIN., COMPACTED
TO 95% PROCTOR
PAVER, TYPE 9
CONCRETE TO EXTEND TO DECK
OF SOIL CELL WITH GEOTEXTILE
SEPARATION
SIDEWALK, CONCRETE
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.
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
1'-0" 6" 1'-0"
5" MIN.
2 3/4"
TOPSOIL, AMENDED - PLANTING SOIL,
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: PIPE, TYPE 4, CIRCULAR, 4 IN,
HDPE; WITH AGGREGATE FOR 4" SILVA CELL
UNDERDRAIN, WASHED; WRAPPED IN
GEOTEXTILES FOR 4" SILVA CELL UNDERDRAIN;
SEE CONSTRUCTION DETAILS
4" 4" 4"
2'-0"
1'-0"
6" MIN.
UNDER DRAIN: PIPE, TYPE 4, CIRCULAR, 4 IN,
HDPE; WITH AGGREGATE FOR 4" SILVA CELL
UNDERDRAIN, WASHED; WRAPPED IN
GEOTEXTILES FOR 4" SILVA CELL UNDERDRAIN;
SEE CONSTRUCTION DETAILS
B BORROW BACKFILL. FILL TO WITHIN 4-6"
BELOW TOP OF SILVA CELL DECKS, INSTALL
IN 8" LIFTS, EACH COMPACTED TO 95%
PROCTOR
HEAVY GEOTEXTILE FABRIC TO
EDGE OF EXCAVATION
4"
4"
4"
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 SPECIAL PROVISIONS 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 CONSTRUCTION
DRAWINGS AND DETAILS. VERIFY ANY CHANGES IN DRAIN AND CLEANOUT LOCATIONS
WITH CIVIL ENGINEER AND LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION.
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
11. UTILITIES:
11.1. SOIL CELLS CAN ACCOMMODATE NEW AND EXISTING PIPES, CONDUITS, AND
OTHER UNDERGROUND UTILITIES UP TO 10” (250 MM) IN DIAMETER. COORDINATE
LOCATIONS AND INSTALLATION WITH ENGINEER AND UTILITY CONTRACTORS.
11.2. MAINTAIN REQUIRED VERTICAL AND/OR HORIZONTAL SEPARATION, MINIMUM
DEPTH/COVER AND PROTECTIVE MEASURES AS REQUIRED BY UTILITY. IN THE EVENT
THAT SOIL CELLS ARE INSTALLED OVER UTILITY, CONFIRM THAT LEVEL OF LOADING
AND GROUND PRESSURE ABOVE UTILITY ARE ACCEPTABLE.
11.3. WHERE UTILITIES CANNOT BE INSTALLED WITHIN SOIL CELL FRAMEWORK AS SHOWN,
MODIFY SOIL LAYOUT TO ACCOMMODATE UTILITY. CONSULT WITH LANDSCAPE
ARCHITECT AND SUBMIT REVISED LAYOUT FOR APPROVAL. LAYOUT
MODIFICATIONS SHALL COMPLY WITH MANUFACTURER'S GAP AND BRIDGING
DETAILS.
12. PROTECT ALL EXISTING STRUCTURES, CURBS, FOUNDATIONS AND ROADWAY. PROVIDE
TEMPORARY SHORES, GUYS, BRACES, AND OTHER SUPPORTS DURING ERECTION TO
KEEP EXISTING STRUCTURES SECURE AGAINST TEMPORARY CONSTRUCTION LOADS AND
LOADS EQUAL IN INTENSITY TO DESIGN LOADS. REMOVE TEMPORARY SUPPORTS WHEN
PERMANENT INSTALLATION IS IN PLACE UNLESS OTHERWISE INDICATED.
PARALLEL
PARKING
SIDEWALK
5'-0"
5'-0" 18'-0"
2'-6"
EXISTING PAVER ROADWAY,
PERMEABLE PAVERS
EXISTING GRANTE CURB
SILVA CELL 2 SYSTEM UNDER PAVING,
3x UNITS (DECK, BASE AND POSTS), INSTALL
PER MANUFACTURER'S SPECIFICATIONS APPROXIMATE EXTENTS
OF EXCAVATION
1'-3 3/16"
MIN.
4
SD6.3
2
SD6.3
6'-10 7/8"
3
SD6.3
CONCRETE AROUND OPENING SHALL BE FULLY SUPPORTED
BY CELLS BELOW. CELLS MAY EXTEND UNDER OPENING IF
NEEDED TO ALLOW FOR REQUIRED SPACING TOLERANCES
BETWEEN CELL BASES. VERIFY LOCATION WITH LANDSCAPE
ARCHITECT IF EXTENDS BEYOND 2" INTO TREE OPENING.
1" MIN. TO 6" MAX.
GAP BETWEEN BASES.
GEOGRID TO LINE
PERIMETER OF SYSTEM
OVERFLOW CLEANOUT, SEE
CONSTRUCTION DETAILS
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 1, SHEET 3.7.
5'-0"
1" MIN. TO 6" MAX., TYP. 1" MIN. TO 6" MAX., TYP.
UNDER DRAIN: PIPE, TYPE 4,
CIRCULAR, 4 IN, HDPE,
SEE CONSTRUCTION DETAILS
4'-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 AT SIDEWALK
CYCLE TRACK.
DETAIL 9, SHEET
SD3.5
1'-0"
MIN.
6"
SIDEWALK,
CONCRETE.
SEE DETAIL 2,
SHEET SD3.4
TOPSOIL, STRUCTURAL
PARALLEL PARKING 6" 5'-6" BIKE LANE
BUFFER / AMENITY ZONE
6"
1'-6" 3'-6"
2 SCALE: 1/2" = 1'-0"
SUSPENDED PAVEMENT ASSEMBLY - SECTION AT OVERFLOW PIPE
2'-0"
COMPACTED SUBGRADE
MULCH, STONE,
SEE PLANTING DETAIL
5'-0" x 5'-0" TREE GRATE
EXISTING GRANITE CURB
ROOT BARRIER, 12" DEEP
1.5 % SLOPE
PAVER, TYPE 9
CONCRETE TO EXTEND TO
DECK OF SOIL CELL WITH
GEOTEXTILE SEPARATION
6"
EXISTING PAVER ROADWAY,
PERMEABLE PAVERS
UNDER DRAIN: PIPE, TYPE 4, CIRCULAR,
4 IN, HDPE, SEE CONSTRUCTION DETAILS 4" 4" 4"
1'-0"
6" MIN.
1'-2"
OVERFLOW CLEANOUT, SEE
CONSTRUCTION DETAILS
TOPSOIL, AMENDED - PLANTING
SOIL, INSTALL IN 12" LIFTS, EACH
COMPACTED TO 70-80%
PROCTOR
SILVA CELL 2
SYSTEM BEYOND
SUBGRADE, COMPACTED
TO 95% PROCTOR
COMPACTED AGGREGATE NO.
53 BASE, DEPTH 4" MIN.,
COMPACTED TO 95% PROCTOR
NONWOVEN GEOTEXTILE, , PLACED
BELOW AGGREGATE BASE
SOIL DETAILS
CK
PA
LW
KO
REFER TO DETAIL
SD6.2
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
PAVEMENT CONDITION
VARIES, REFER TO LAYOUT
PLANS
STRUCTURAL SOIL
VARIES
2'-0"
TRANSITION ZONE, INTEGRATE PLANTING
SOIL INTO TOP 4" OF SUBSOIL
SUBSOIL, SCARIFY SURFACE PER SPECIAL
PROVISIONS TOPSOIL, AMENDED
SOIL DETAILS
LW
PA
LW
KO
1"=10'
SD6.1
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
SEE SHEET SD5.6 - MATCH LINE 'M' STATION 22+17.50
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
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
05.01.2018
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
Lighting circuit
Power circuit
P4-28 via Lighting
Contactor "LC4".
#10 wire, 1"C.
ELECTRICAL RISER DIAGRAMS
& SCHEDULES
SLH
SLH
GMH/ALB
SLH
AS NOTED
E7.2
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
SCALE BRIDGE FILE
--
-- 1436
N/A
4.30.2018
P
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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
CITY OF CARMEL
MONON TRAIL - URBAN SECTION
N.T.S.
KEY TO ELECTRICAL CIRCUIT WIRING
3 SCALE: NONE
Switch leg or Go-between
All conductors #12 AWG
Circuit No. designation
All conduit 3/4" unless
AL1-1,3,5 otherwise noted
otherwise noted
Ground conductor(s) (if used)
Panel designation
Phase conductor(s)
Neutral conductor(s)
12"
Finish grade
45° Chamfer
Wire mesh reinforcing basket
6x6, 10/10 installed 3" inside
top, bottom, and sides
Ground rod
Exothermic
connection
Electrical
conduit
Anchor bolts per Manufacturer.
Mounting bolt layout per
Manufacturer's requirements.
Ground wire connected to
luminaire per Manufacturer
BOLLARD BASE DETAIL (LUMINAIRE TYPE S7)
4 SCALE: NONE
Tamper and weather
resistant GFCI receptacle
Access door
Bollard
24"
30"
Finished
grade
Concrete flatwork
special finish
Expansion joint
Silva cell
system area
24"
8-#5 vert. bars w/
#3 ties @ 10"
O.C. (max.)
11
2" clear
Electrical
conduit
60"
4000 PSI poured
concrete base
Anchor bolts per Manufacturer.
Extend a minimum of 3" above
top of base. Mounting bolt layout
per Manufacturer's requirements.
Ground rod
Handhole
A A
7"
2'-4
1
2"
1 1/2" sch 80 aluminum
pipe (1.9" O.D.)
Frankenmuth cast
aluminum 2 1/2" dia.
banner ball finial
Cast aluminum scroll work
ornamentation welded to flower
basket arm assembly
15 amp, tamper and weather
resistant GFCI receptacle
Tie Spacing
at 5" O.C.
Notes:
1. #12 AWG is min. conductor size except as noted.
2. 3/4" conduit is min. Size except as capacity
permitting 24 volt control conductors and switchlegs
may be in 1/2" size, others as noted.
3. 1/2" is min. Flexsteel, Greenfield and Sealite size.
ELECTRICAL DETAILS & SYMBOLS
SLH
SLH
GMH/ALB
SLH
AS NOTED
E7.1
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
SCALE BRIDGE FILE
--
-- 1436
N/A
4.30.2018
P
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10 0 87
S T A T E O F
R
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R
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
CITY OF CARMEL
MONON TRAIL - URBAN SECTION
CITY ELEMENTS Series. Color: Black. Total height: 25ft.
Includes the following elements: Top Element with 360°
lens for site lighting (3ft), Type III. Two intermediate
elements for lateral emitting (1ft/each), optical system: L3.3
LED 40° beam / 4000K. One intermediate element for
speaker element (at +6'-0" A.F.G.) with 40% open screen
cover. Base element, external flange with anchor bolts,
base cover and GFCI receptacle.
CE230-BS300-L3.3-40DEG-4000K (interm. element)
CE230-BS300-L3.3-40DEG-4000K (interm. element)
230 BS900/SPKR (speaker element)
CR02-AB (base element)
'S7'
Bega 99 727-K4-BLK (luminaire) with
LED / 4000K 120 Bollard
LED system bollard. Marine grade aluminum casting with
white acrylic diffuser. 32" bollard tube with integrated GFCI
receptacle. Anchorage kit. Black finish.
99 626-BLK (bollard tube with GFCI)
79 818 (anchorage kit)
'S2'
.hess CE230-AR900-2LV-NW-SME (luminaire)
LED / 4000K 120 Post Top
CITY ELEMENTS Series. Color: Black. Total height: 25ft.
Includes the following elements: Top Element with 360°
lens for site lighting (3ft), Type III. Two intermediate
elements for lateral emitting (1ft/each), optical system: L3.3
LED 40° beam / 4000K. One intermediate element for side
emitting accenting or waymarking (4ft), RGB LED. Base
element, external flange with anchor bolts, base cover and
GFCI receptacle.
CE230-BS300-L3.3-40DEG-4000K (interm. element)
CE230-BS300-L3.3-40DEG-4000K (interm. element)
BHS900-LED-RGB (interm. element)
CR02-AB (base element)
'S3'
.hess CE230-AR900-2LV-NW-SME (luminaire)
LED / 4000K 120 Post Top
CITY ELEMENTS Series. Color: Black. Total height: 25ft.
Includes the following elements: Top Element with 360°
lens for site lighting (3ft), Type III. One intermediate
element for security camera (by others) (5ft). Base
element, external flange with anchor bolts, base cover and
GFCI receptacle.
230 BS1500/CRM (CCTV element)
CR02-AB (base element)
'S6'
Bega 88 863-BLK
LED / 4000K 120 Post Top
Linear LED element with one (1) adjustable LED floodlight.
Extruded aluminum post with acrylic diffuser and aluminum
reflector (height above grade: +177"). Die-cast aluminum
floodlight housing with safety glass. Black finish. Custom
pole - refer to detail #2, sheet SD3.10.
Monon Boulevard
'S8'
Tree Uplighting LED 12 240 120 P4-32
Monon Boulevard
'S8'
Tree Uplighting LED 6 120 120 P4-30
Spare (Future)
Spare (Future)
Lighting / Dimming Zone Control Schedule #3
(Install controller in Sign Kiosk Location #3's integral equipment cabinet space)
Zone Location(s) Served Description Load Type Quantity Total Load
(Watts)
Voltage Notes Circuit No.
Dimming system like Nicolaudie "STICK" dimming system. Verify exact quantities of all system components
(including relay panel(s), segment manager(s), controller(s), network bridge(s), router(s), enclosure(s), etc.)
and coordinate all system requirements with Manufacturer prior to rough-in. Provide power from nearest panel
as needed.
Notes:
1. 0-10 volt dimming available
2. TRIAC dimming available
3. ELV dimming available
4. MLV dimming available
Acceptable Alternate Manufacturers:
· ILC
· Crestron
· Lutron
· Leviton
· Wattstopper
Monon Boulevard
'S8'
Tree Uplighting LED 6 120 120
P1-38
Monon Boulevard
'S8'
Tree Uplighting LED 10 200 120
Spare (Future)
Spare (Future)
Lighting / Dimming Zone Control Schedule #2
(Install controller in Sign Kiosk Location #2's integral equipment cabinet space)
Zone Location(s) Served Description Load Type Quantity Total Load
(Watts)
Voltage Notes Circuit No.
Dimming system like Nicolaudie "STICK" dimming system. Verify exact quantities of all system components
(including relay panel(s), segment manager(s), controller(s), network bridge(s), router(s), enclosure(s), etc.)
and coordinate all system requirements with Manufacturer prior to rough-in. Provide power from nearest panel
as needed.
Notes:
1. 0-10 volt dimming available
2. TRIAC dimming available
3. ELV dimming available
4. MLV dimming available
Acceptable Alternate Manufacturers:
· ILC
· Crestron
· Lutron
· Leviton
· Wattstopper
Monon Boulevard
'S8'
Tree Uplighting LED 4 80 120
P2-31
Monon Boulevard
'S8'
Tree Uplighting LED 10 200 120
Spare (Future)
Spare (Future)
Lighting / Dimming Zone Control Schedule #1
(Install controller in Sign Kiosk Location #1's integral equipment cabinet space)
Zone Location(s) Served Description Load Type Quantity Total Load
(Watts)
Voltage Notes Circuit No.
Dimming system like Nicolaudie "STICK" dimming system. Verify exact quantities of all system components
(including relay panel(s), segment manager(s), controller(s), network bridge(s), router(s), enclosure(s), etc.)
and coordinate all system requirements with Manufacturer prior to rough-in. Provide power from nearest panel
as needed.
Notes:
1. 0-10 volt dimming available
2. TRIAC dimming available
3. ELV dimming available
4. MLV dimming available
Acceptable Alternate Manufacturers:
· ILC
· Crestron
· Lutron
· Leviton
· Wattstopper
ELECTRICAL
SCHEDULES
SLH
SLH
GMH/ALB
SLH
AS NOTED
E6.3
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
SCALE BRIDGE FILE
--
-- 1436
N/A
4.30.2018
P
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S T A T E O F
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R
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
CITY OF CARMEL
MONON TRAIL - URBAN SECTION
8
10
12
14
16
18
20
21
23
25
27
29
22
24
26
28
30
Fed From:
Wire Size:
Conduit:
kAIC:
-
-
-
-
= GFCI circuit breaker
Notes:
(GFCI)
31
35
32
34
36
39
38
40
33
37 Spare
Spare Spare
.4
(GFCI) Receptacle
(GFCI) Receptacle
(GFCI) Receptacle
(GFCI) Receptacle
(GFCI) Receptacle
(GFCI) Receptacle
(GFCI) Receptacle
.4
.8
.4
.8
.8
.8
.4
.8
Receptacle (GFCI)
Receptacle (GFCI)
Receptacle (GFCI)
Receptacle (GFCI)
Receptacle (GFCI)
Receptacle (GFCI)
Receptacle (GFCI)
.8
.8
.8
.4
.8
.4
.8
.6
.8
Lighting 'S1'
Lighting 'S2' / 'S3'
.3
.2
Light Pole Receptacle
Light Pole Receptacle
(GFCI) Receptacle
(GFCI) Receptacle
1st Street SW Intersection
.4 Comm. Cabinet Receptacle
.4 hess Light Pole Receptacle
(GFCI) Receptacle
(GFCI) Receptacle
.8
.8 .4 Lighting 'S1'
.8 Light Pole Receptacle
.4
.4
= 1 Pole Rec. Total
= 2 Pole
= 3 Pole
Legend
Light Equip.
Total Demand (KW)
Heat A/C Other
Total Demand Amps = 152±
Demand load (KW)
Connected load (KW)
Feeder Calculated ±
Light Other
Wire: 4
Remarks
400
120/208
Amps:
Phase:
Voltage:
3
Heat
<Load (KW)>
Rec. A/C Equip.
Mounting:
Location:
Other
Existing Panel "PL1"
1 Pole
20 AMP
U.O.N.
1
Cir.
No.
Cir.
No. A/C
<Load (KW)>
Equip. Heat Rec.
(Behind) Sun King
Light
Copper
Cabinet
Bus:
Main: 400 Amp Main Circuit Breaker
Remarks
3.7 15.1 54.8
.2 2
3
5
7
9
11
13
15
17
19
4
6
8
10
12
14
16
18
20
21
23
25
27
29
22
24
26
28
30
Fed From:
Wire Size:
Conduit:
kAIC:
-
-
-
-
= GFCI circuit breaker
Notes:
(GFCI)
Receptacle Charging Station
31
35
32
34
36
39
38
40
33
37
Stage Receptacle
36.0
36.0
36.0
(GFCI) Receptacle
(GFCI) Receptacle
(GFCI) Receptacle
(GFCI) Receptacle
Receptacle
Receptacle
Receptacle
Receptacle
Receptacle
Light Pole Receptacle
Receptacle / Charging Station
Receptacle
(GFCI) Receptacle
(GFCI) Receptacle
(GFCI) Receptacle
(GFCI) Receptacle
Charging Station
Charging Station
Charging Station
Receptacle
Receptacle
(GFCI) Receptacle
(GFCI) Receptacle
(GFCI) Receptacle
(GFCI) Receptacle
(GFCI) Receptacle
(GFCI) Receptacle
(GFCI) Receptacle
(GFCI) Receptacle
Receptacle
Receptacle
.2
.2
.2
.2
.2
.8
.2
.6
.2
.2
.2
.2
.2
.2
.2
.2
.4
.2
.2
.4
.4
.4
.8
.2
.2
.2
.2
.2
.2
.2
.2
.2
41 42
43 44
45
47
49
51
53
55
57
59
61
46
48
50
52
54
56
58
60
62
63
65
67
69
71
64
66
68
70
72
73
77
74
76
78
81
80
82
75
79
83 84
Company Switch
100
28.8
Stage Receptacle
Lighting Feature
Spare
.2
.2
2.8
Stage Receptacle
Stage Receptacle
Stage Receptacle
Stage Receptacle
.2
.2
.2
.2
Movie Screen Power
Movie Screen Power
Movie Screen Power
Movie Screen Power
Movie Screen Power
Movie Screen Power
Movie Screen Power
Movie Screen Power
Movie Screen Power
CT2 Box Power Movie Screen Power
1.8
1.8
1.8
1.8
1.8
1.8
1.8
1.8
1.8
1.8
1.8
.4 Light Pole Receptacle
Tree Uplighting 'S8'
Shade Structure Lighting 'S7' .2
Stage Lighting 'L1'
Lighting 'S5' / 'S6'
Lighting 'S1' City Elements Lighting 'S4'
1.2 Bench Lighting 'L1'
.5
.3
.6
Space
Space
Space
Space
Space
Space
Spare
Spare
Spare
Spare
Spare
30
(GFCI) Receptacle .2
(GFCI) Receptacle .2
(GFCI) Receptacle .2
(GFCI) Receptacle .2
Kiosk Lighting
Kiosk Receptacle .4
.1
(GFCI) Receptacle
(GFCI) Receptacle
(GFCI) Receptacle
(GFCI) Receptacle
.2
.2
.2
.2
.4
.4
1.3
1.3
11.4
8.2
2.4
2.4
8.8
6.9
Kiosk Lighting
Kiosk Receptacle .4
.1
Lighting 'S8'
Lighting 'S7'
.3
.2
Receptacle
Receptacle
Receptacle
Receptacle
.6
.6
1.0
.6
Total Demand Amps = 70±
Lighting 'S2' / 'S3' .2 .4 Light Pole Receptacle
Lighting Contactor "LC2" 1.0
1.0
1.0
1.0
ELECTRICAL
SCHEDULES
SLH
SLH
GMH/ALB
SLH
AS NOTED
E6.2
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
SCALE BRIDGE FILE
--
-- 1436
N/A
4.30.2018
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
N
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E
E
R
S
A
M
U
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L
L.
H
U
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T
I
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A
0
N
P E 1 6
o .
10 0 87
S T A T E O F
R
E
T
E
G
I
S
D
E
R
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
CITY OF CARMEL
MONON TRAIL - URBAN SECTION
Remarks
1.5 7.4 9.9
1.0 2
3
5
7
9
11
13
15
17
19
4
6
8
10
12
14
16
18
20
21
23
25
27
29
22
24
26
28
30
Fed From:
Wire Size:
Conduit:
kAIC:
-
-
-
-
= GFCI circuit breaker
Notes:
(GFCI)
Receptacle
.8
1.0
.8
3.6 3.8
31
35
32
34
36
39
38
40
33
37
Spare
Spare
Spare
= 1 Pole Rec. Total
= 2 Pole
= 3 Pole
Legend
Light Equip.
Total Demand (KW)
Heat A/C Other
Demand load (KW)
Connected load (KW)
Feeder Calculated ±
Light Other
Wire: 4
Remarks
200
120/208
Amps:
Phase:
Voltage:
3
Heat
<Load (KW)>
Rec. A/C Equip.
Mounting:
Location:
Other
Panel "P4"
1 Pole
20 AMP
U.O.N.
1
Cir.
No.
Cir.
No. A/C
<Load (KW)>
Equip. Heat Rec. Light
Copper
Cabinet
Bus:
Main: 150 Amp Main Circuit Breaker
Remarks
2
3
5
7
9
11
13
15
17
19
4
6
8
10
12
14
16
18
20
21
23
25
27
29
22
24
26
28
30
Fed From:
Wire Size:
Conduit:
kAIC:
-
-
-
-
= GFCI circuit breaker
Notes:
(GFCI)
31
35
32
34
36
39
38
40
33
37
Monon (SB)
Ground
rod
clamp
Grade
#4 CU
ground
Panel
120/208V.,
3Ø, 4W.
150 Amp
M.C.B.
Meter
Contactor
Contactor
Contactor
Digital Time Switch
(Typical of 3)
Reducing
adapter
4" Sweeping
90° Sch 40
2" Sch 80
Photocell (Typical)
4#3/O,2"C.
Ground rod
Enclosure
per Carmel City
Standards (NEMA 3R).
Verify enclosure size prior
to ordering. "P" size
cabinet without vents.
Finish and color to match
light poles.
Irrigation
controller
location see
10-41
Notes:
1. Notch existing concrete base and install
conduit, patch with grout (only required
where pole foundation already exists).
Otherwise, install conduit before pouring
base.
2. All bends are to be sweeping elbows.
3. All conduit shall have locate wire.
1" conduit w/pullwire for
future weather station,
confirm location with owner
Conduits for future use
See Panel
Schedules this
sheet for each
service point.
= 1 Pole Rec. Total
= 2 Pole
= 3 Pole
Legend
Light Equip.
Total Demand (KW)
Heat A/C Other
Total Demand Amps = 105±
Demand load (KW)
Connected load (KW)
Feeder Calculated ±
Light Other
Wire: 3
Remarks
200
120/240
Amps:
Phase:
Voltage:
1
Heat
<Load (KW)>
Rec. A/C Equip.
Mounting:
Location:
Other
Existing Panel "P1"
1 Pole
20 AMP
U.O.N.
1
Cir.
No.
Cir.
No. A/C
<Load (KW)>
Equip. Heat Rec.
2nd Street Intersection
Light
Copper
Cabinet
Bus:
Main: 150 Amp Main Circuit Breaker
Remarks
2.6 25.2
Irrigation Controller
Comm. Cabinet Receptacle
14.4
.6 2
3
5
7
9
11
13
15
17
19
4
6
8
10
12
14
16
18
20
21
23
25
27
29
22
24
26
28
30
Fed From:
Wire Size:
Conduit:
kAIC:
-
-
-
-
= GFCI circuit breaker
Notes:
(GFCI)
Light Pole Receptacle
(GFCI) Receptacle
(GFCI) Receptacle
(GFCI) Receptacle
Light Pole Receptacle
(GFCI) Receptacle
(GFCI) Receptacle
(GFCI) Receptacle
(GFCI) Receptacle
(GFCI) Receptacle
(GFCI) Receptacle
(GFCI) Receptacle
(GFCI) Receptacle
(GFCI) Receptacle
Receptacle (GFCI)
Receptacle (GFCI)
Receptacle (GFCI)
Receptacle (GFCI)
Receptacle (GFCI)
Receptacle (GFCI)
Receptacle (GFCI)
Receptacle (GFCI)
Receptacle (GFCI)
Lighting 'S1'
Lighting 'S1'
Lighting 'S2' / 'S3'
.6
.3
.5
.8
.8
.4
.8
.8
.8
.8
.4
.8
.8
.8
.8
.8
11.2
8.1
.8
.4
.4
.4
.8
.8
1.0
.4
.4
6.8
6.3
2.6
2.6
hess Light Pole Receptacle
31
35
32
34
36
39
38
40
33
37
.4
Booster Pump
Spare
.2 Lighting 'S2' / 'S3'
.4 hess Light Pole Receptacle
.5
6.7 35
8.2
8.2
8.2
.8
41 42
41 42
Receptacle
Light Pole Receptacle
Light Pole Receptacle
Spare
Spare
Spare
.6
.6
.8
1.0
.2
Receptacle
Receptacle
Receptacle
Receptacle
Receptacle
2.9 13.4 17.3 Total Demand Amps = 48±
Space
Space
Space
Receptacle
.8
.8
Receptacle
Light Pole Receptacle
Receptacle
Receptacle
Receptacle
Receptacle
Receptacle
Receptacle
Receptacle
Receptacle
.8
.8
.8
.8
.8
.8
1.0
.6
.8
Light Pole Receptacle
Light Pole Receptacle
Light Pole Receptacle
.8
1.0
1.0
.8
.8
.8
1.0
.6
.8
Receptacle
Receptacle
Receptacle
Receptacle
Receptacle
Receptacle
9.2 7.6
Lighting 'S1'
Lighting 'S2' / 'S3'
Lighting 'S5'
Lighting 'S7'
.7
.9
.2
.2
2.6
2.6
Spare
Spare
Spare
Lighting Contactor "LC4"
Spare
Spare
Kiosk Lighting
Kiosk Receptacle .4
.1
Space
Space
Space
7.1
.3
.3 6.3
1.0
1.0
1.0
1.0
.1 Lighting 'S9' (Bocce Court)
.2 Lighting 'S8'
Lighting 'S5' / 'S6'
Lighting 'S5'
Lighting 'S8'
Lighting 'S7'
Receptacle 1.0
Lighting Contactor "LC1" 1.0
.4
.4
.3
.1
.3 Lighting 'S8'
Lighting 'S7' .2
Lighting 'S1'
Lighting 'S1'
Lighting Contactor "LC3" 1.0
.6
.6 .6 Receptacle
Lighting 'S5'
Lighting 'S7'
.2
.1
.3
3.8
1.0
3.6 1.0
1.2
1.2
Space
Space
Space
Space
Space
Space
.3
1.0
Spare
Spare
Spare
Spare
Spare
Spare
Spare
Spare
Spare
Spare
Spare
Spare
Spare
Spare
Spare
ELECTRICAL RISER DIAGRAMS
& SCHEDULES
SLH
SLH
GMH/ALB
SLH
AS NOTED
E6.1
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
SCALE BRIDGE FILE
--
-- 1436
N/A
4.30.2018
P
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F
E
S
S
I
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N
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N
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A
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P E 1 6
o .
10 0 87
S T A T E O F
R
E
T
E
G
I
S
D
E
R
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
CITY OF CARMEL
MONON TRAIL - URBAN SECTION
3
4
5
Contractor shall provide and install a 4-pole contactor
"LC2" (for site lighting) at Existing Panel "P2" location.
Contactor shall be controlled by photocell "On" and
digital time switch "Off".
Contractor shall provide and install a 6-pole contactor
"LC3" (for site lighting) at Panel "P3" location. Contactor
shall be controlled by photocell "On" and digital time
switch "Off".
Contractor shall provide and install a 8-pole contactor
"LC4" (for site lighting) at Panel "P4" location. Contactor
shall be controlled by photocell "On" and digital time
switch "Off".
6
7
8
Plan Notes: (may not occur on all sheets)
SITE ELECTRICAL PLAN
E1.8
NORTH SCALE: 1" = 10'
0' 5' 10' 20'
1"=10'
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
SCALE BRIDGE FILE
--
-- 1436
N/A
4.30.2018
P
R
O
F
E
S
S
I
O
N
A
L
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N
G
N
I
E
E
R
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A
M
U
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L
L.
H
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T
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N
A
0
N
P E 1 6
o .
10 0 87
S T A T E O F
R
E
T
E
G
I
S
D
E
R
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
CITY OF CARMEL
MONON TRAIL - URBAN SECTION
SEE SHEET E1.7 - MATCH LINE 'M' STATION 28+17.50
SLH
SLH
GMH/ALB
SLH
P2-24, #10 wire, 1"C.
P2-32
#10 wire, 1"C.
1
1
Existing
Service Point
#2 location
P2-28
#10 wire, 1"C.
6
'S7' 'S7' 'S7'
'S7' 'S7'
'S3'
'S6' 'S6'
Pedestal mount with GFCI duplex receptacle. Refer to
details on sheet SD3.9.
Quadraplex receptacle, groundbox. Refer to details on
sheet SD3.9.
Pedestal mount charging station with GFCI duplex
receptacle and USB ports. Refer to details on sheet
SD3.9.
At base of artwork structure, stub up circuit with WP
switch. Connection to artwork by others.
Contractor shall provide and install a 4-pole contactor
"LC1" (for site lighting) at Existing Panel "P1" location.
Contactor shall be controlled by photocell "On" and
digital time switch "Off".
1
2
3
4
5
Contractor shall provide and install a 4-pole contactor
"LC2" (for site lighting) at Existing Panel "P2" location.
Contactor shall be controlled by photocell "On" and
digital time switch "Off".
Contractor shall provide and install a 6-pole contactor
"LC3" (for site lighting) at Panel "P3" location. Contactor
shall be controlled by photocell "On" and digital time
switch "Off".
Contractor shall provide and install a 8-pole contactor
"LC4" (for site lighting) at Panel "P4" location. Contactor
shall be controlled by photocell "On" and digital time
switch "Off".
6
7
8
Plan Notes: (may not occur on all sheets)
SITE ELECTRICAL PLAN
E1.7
NORTH SCALE: 1" = 10'
0' 5' 10' 20'
1"=10'
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
SCALE BRIDGE FILE
--
-- 1436
N/A
4.30.2018
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
N
I
E
E
R
S
A
M
U
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L
L.
H
U
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T
I
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N
A
0
N
P E 1 6
o .
10 0 87
S T A T E O F
R
E
T
E
G
I
S
D
E
R
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
CITY OF CARMEL
MONON TRAIL - URBAN SECTION
SEE SHEET E1.6 - MATCH LINE 'M' STATION 25+17.50
SEE SHEET E1.8 - MATCH LINE 'M' STATION 28+17.50
SLH
SLH
GMH/ALB
SLH
#10 wire, 1"C.
P1-40
#10 wire, 1"C.
P1-40
#10 wire, 1"C.
P1-35
#10 wire, 1"C.
P1-35
#10 wire, 1"C.
5
'S8' 'S8'
'S8' 'S8'
'S8' 'S8'
'S8' 'S8' 'S8' 'S8'
'S8'
'S8'
'S8' 'S8'
'S8' 'S8'
'S7' 'S7'
'S5'
'S5'
P1-38
#10 wire, 1"C.
P1-38
#10 wire, 1"C.
P1-38
#10 wire, 1"C.
P1-38
#10 wire, 1"C.
P1-38
#10 wire, 1"C.
To existing "P1"
P1-36 via Lighting
Contactor "LC1".
#10 wire, 1"C.
P1-36
#10 wire, 1"C.
Pedestal mount with GFCI duplex receptacle. Refer to
details on sheet SD3.9.
Quadraplex receptacle, groundbox. Refer to details on
sheet SD3.9.
Pedestal mount charging station with GFCI duplex
receptacle and USB ports. Refer to details on sheet
SD3.9.
At base of artwork structure, stub up circuit with WP
switch. Connection to artwork by others.
Contractor shall provide and install a 4-pole contactor
"LC1" (for site lighting) at Existing Panel "P1" location.
Contactor shall be controlled by photocell "On" and
digital time switch "Off".
1
2
3
4
5
Contractor shall provide and install a 4-pole contactor
"LC2" (for site lighting) at Existing Panel "P2" location.
Contactor shall be controlled by photocell "On" and
digital time switch "Off".
Contractor shall provide and install a 6-pole contactor
"LC3" (for site lighting) at Panel "P3" location. Contactor
shall be controlled by photocell "On" and digital time
switch "Off".
Contractor shall provide and install a 8-pole contactor
"LC4" (for site lighting) at Panel "P4" location. Contactor
shall be controlled by photocell "On" and digital time
switch "Off".
6
7
8
Plan Notes: (may not occur on all sheets)
SITE ELECTRICAL PLAN
E1.6
NORTH SCALE: 1" = 10'
0' 5' 10' 20'
1"=10'
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
SCALE BRIDGE FILE
--
-- 1436
N/A
4.30.2018
P
R
O
F
E
S
S
I
O
N
A
L
E
N
G
N
I
E
E
R
S
A
M
U
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L
L.
H
U
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A
0
N
P E 1 6
o .
10 0 87
S T A T E O F
R
E
T
E
G
I
S
D
E
R
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
CITY OF CARMEL
MONON TRAIL - URBAN SECTION
SEE SHEET E1.5 - MATCH LINE 'M' STATION 22+17.50
SEE SHEET E1.7 - MATCH LINE 'M' STATION 25+17.50
SLH
SLH
GMH/ALB
SLH
P4-32
#10 wire, 1"C.
P3-11 via Lighting
Contactor "LC3".
#10 wire, 1"C.
P3-9 via Lighting
Contactor "LC3".
#10 wire, 1"C.
Pedestal mount with GFCI duplex receptacle. Refer to
details on sheet SD3.9.
Quadraplex receptacle, groundbox. Refer to details on
sheet SD3.9.
Pedestal mount charging station with GFCI duplex
receptacle and USB ports. Refer to details on sheet
SD3.9.
At base of artwork structure, stub up circuit with WP
switch. Connection to artwork by others.
Contractor shall provide and install a 4-pole contactor
"LC1" (for site lighting) at Existing Panel "P1" location.
Contactor shall be controlled by photocell "On" and
digital time switch "Off".
1
2
3
4
5
Contractor shall provide and install a 4-pole contactor
"LC2" (for site lighting) at Existing Panel "P2" location.
Contactor shall be controlled by photocell "On" and
digital time switch "Off".
Contractor shall provide and install a 6-pole contactor
"LC3" (for site lighting) at Panel "P3" location. Contactor
shall be controlled by photocell "On" and digital time
switch "Off".
Contractor shall provide and install a 8-pole contactor
"LC4" (for site lighting) at Panel "P4" location. Contactor
shall be controlled by photocell "On" and digital time
switch "Off".
6
7
8
Plan Notes: (may not occur on all sheets)
SITE ELECTRICAL PLAN
E1.5
NORTH SCALE: 1" = 10'
0' 5' 10' 20'
1"=10'
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
SCALE BRIDGE FILE
--
-- 1436
N/A
4.30.2018
P
R
O
F
E
S
S
I
O
N
A
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E
N
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N
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A
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L.
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P E 1 6
o .
10 0 87
S T A T E O F
R
E
T
E
G
I
S
D
E
R
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
CITY OF CARMEL
MONON TRAIL - URBAN SECTION
SEE SHEET E1.4 - MATCH LINE 'M' STATION 19+42.50
SEE SHEET E1.6 - MATCH LINE 'M' STATION 22+17.50
SLH
SLH
GMH/ALB
SLH
P3-1
#8 wire, 1"C.
3
CS
1
1
1
1
1
1
1
1
1
1
1 1
1
P3-12
#10 wire, 1"C.
P3-12
#10 wire, 1"C.
P3-14 via Lighting
Contactor "LC3".
#10 wire, 1"C.
P3-14
#10 wire, 1"C.
P3-14
#10 wire, 1"C.
P3-16 via Lighting
Contactor "LC3".
#10 wire, 1"C.
P3-16
#10 wire, 1"C.
P3-16
#10 wire, 1"C.
P3-16
#10 wire, 1"C.
1
1 1 1
P3-6
#10 wire, 1"C.
1 1
1
1
P3-8
#10 wire, 1"C.
P3-11 via Lighting
Contactor "LC3".
#10 wire, 1"C.
P3-11
#10 wire, 1"C.
P3-11
#10 wire, 1"C.
P3-11
#10 wire, 1"C.
P3-11
#10 wire, 1"C.
Coordinate with drive installation in
this area. Bore under drive and
provide conduit sleeving as necessary
P3-9 via Lighting
Contactor "LC3".
#10 wire, 1"C.
P3-4
#10 wire, 1"C.
P3-2
#10 wire, 1"C.
P3-2
#10 wire, 1"C.
P3-9
#10 wire, 1"C.
P3-9
#10 wire, 1"C.
P3-9
#10 wire, 1"C.
P3-9
#10 wire, 1"C.
Pedestal mount with GFCI duplex receptacle. Refer to
details on sheet SD3.9.
Quadraplex receptacle, groundbox. Refer to details on
sheet SD3.9.
Pedestal mount charging station with GFCI duplex
receptacle and USB ports. Refer to details on sheet
SD3.9.
At base of artwork structure, stub up circuit with WP
switch. Connection to artwork by others.
Contractor shall provide and install a 4-pole contactor
"LC1" (for site lighting) at Existing Panel "P1" location.
Contactor shall be controlled by photocell "On" and
digital time switch "Off".
1
2
3
4
5
Contractor shall provide and install a 4-pole contactor
"LC2" (for site lighting) at Existing Panel "P2" location.
Contactor shall be controlled by photocell "On" and
digital time switch "Off".
Contractor shall provide and install a 6-pole contactor
"LC3" (for site lighting) at Panel "P3" location. Contactor
shall be controlled by photocell "On" and digital time
switch "Off".
Contractor shall provide and install a 8-pole contactor
"LC4" (for site lighting) at Panel "P4" location. Contactor
shall be controlled by photocell "On" and digital time
switch "Off".
6
7
8
Plan Notes: (may not occur on all sheets)
SITE ELECTRICAL PLAN
E1.4
NORTH SCALE: 1" = 10'
0' 5' 10' 20'
1"=10'
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
SCALE BRIDGE FILE
--
-- 1436
N/A
4.30.2018
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S T A T E O F
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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
CITY OF CARMEL
MONON TRAIL - URBAN SECTION
SEE SHEET E1.3 - MATCH LINE 'M' STATION 16+67.50
SEE SHEET E1.5 - MATCH LINE 'M' STATION 19+42.50
SLH
SLH
GMH/ALB
SLH
#10 wire, 1"C.
P4-16
#10 wire, 1"C.
P4-16
#10 wire, 1"C.
#10 wire, 1"C.
P4-14
#10 wire, 1"C.
P4-14
#10 wire, 1"C.
P4-14
#10 wire, 1"C.
P4-14
#10 wire, 1"C.
P4-12
#10 wire, 1"C.
P4-12
#10 wire, 1"C.
P4-12
#10 wire, 1"C.
P4-12
#10 wire, 1"C.
P4-10
#10 wire, 1"C.
P4-10
#10 wire, 1"C.
P4-10
#10 wire, 1"C.
P4-11
#10 wire, 1"C.
P4-8
#10 wire, 1"C.
P4-8
#10 wire, 1"C.
P4-8
#10 wire, 1"C.
P4-8
#10 wire, 1"C.
P4-8
#10 wire, 1"C.
P4-6
#10 wire, 1"C.
P4-6
#10 wire, 1"C.
P4-6
#10 wire, 1"C.
P4-4
#10 wire, 1"C.
P4-4
#10 wire, 1"C.
P4-4
#10 wire, 1"C.
P4-4
#10 wire, 1"C.
P4-1
#10 wire, 1"C.
P4-1
#10 wire, 1"C.
1
Proposed
Service Point
#4 location
1
1
1
1 1
1
1
1
1
1
1
1 1 1 1
1
1 1
1
P4-32
#10 wire, 1"C.
P4-32
#10 wire, 1"C.
P4-32
#10 wire, 1"C.
P4-32
#10 wire, 1"C.
P4-32
#10 wire, 1"C.
P4-32
#10 wire, 1"C.
P4-32
#10 wire, 1"C.
P4-32
#10 wire, 1"C.
P4-32
#10 wire, 1"C.
P4-29
#10 wire, 1"C.
P4-29
#10 wire, 1"C.
P4-29
#10 wire, 1"C.
P4-29
#10 wire, 1"C.
P4-29
#10 wire, 1"C.
P4-29 via Lighting
Contactor "LC4".
#10 wire, 1"C.
P4-22
#10 wire, 1"C.
P4-22
#10 wire, 1"C.
P4-22
#10 wire, 1"C.
P4-22
#10 wire, 1"C.
P4-22
#10 wire, 1"C.
P4-22 via Lighting
Contactor "LC4".
#10 wire, 1"C.
P3-16
#10 wire, 1"C.
P3-16
#10 wire, 1"C.
1 1 1
P4-6
#10 wire, 1"C.
P3-11
#10 wire, 1"C.
P3-11
#10 wire, 1"C.
Coordinate with drive installation in
this area. Bore under drive and
provide conduit sleeving as necessary
P3-3
#10 wire, 1"C.
P3-9
#10 wire, 1"C.
P3-9
#10 wire, 1"C.
P3-9
#10 wire, 1"C.
Pedestal mount with GFCI duplex receptacle. Refer to
details on sheet SD3.9.
Quadraplex receptacle, groundbox. Refer to details on
sheet SD3.9.
Pedestal mount charging station with GFCI duplex
receptacle and USB ports. Refer to details on sheet
SD3.9.
At base of artwork structure, stub up circuit with WP
switch. Connection to artwork by others.
Contractor shall provide and install a 4-pole contactor
"LC1" (for site lighting) at Existing Panel "P1" location.
Contactor shall be controlled by photocell "On" and
digital time switch "Off".
1
2
3
4
5
Contractor shall provide and install a 4-pole contactor
"LC2" (for site lighting) at Existing Panel "P2" location.
Contactor shall be controlled by photocell "On" and
digital time switch "Off".
Contractor shall provide and install a 6-pole contactor
"LC3" (for site lighting) at Panel "P3" location. Contactor
shall be controlled by photocell "On" and digital time
switch "Off".
Contractor shall provide and install a 8-pole contactor
"LC4" (for site lighting) at Panel "P4" location. Contactor
shall be controlled by photocell "On" and digital time
switch "Off".
6
7
8
Plan Notes: (may not occur on all sheets)
SITE ELECTRICAL PLAN
E1.3
NORTH SCALE: 1" = 10'
0' 5' 10' 20'
1"=10'
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
SCALE BRIDGE FILE
--
-- 1436
N/A
4.30.2018
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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
CITY OF CARMEL
MONON TRAIL - URBAN SECTION
SEE SHEET E1.2 - MATCH LINE 'M' STATION 13+67.50
SEE SHEET E1.4 - MATCH LINE 'M' STATION 16+67.50
SLH
SLH
GMH/ALB
SLH
'S8' 'S8'
P4-18
#10 wire, 1"C.
P4-19
#10 wire, 1"C.
P4-19
#10 wire, 1"C.
P4-19
#8 wire, 1"C.
P4-19
#8 wire, 1"C.
P4-17
#10 wire, 1"C.
P4-17
#10 wire, 1"C.
P4-17
#10 wire, 1"C.
P4-17
#10 wire, 1"C.
P4-15
#8 wire, 1"C.
#10 wire, 1"C.
P4-15
#8 wire, 1"C.
P4-13
#10 wire, 1"C.
P4-13
#10 wire, 1"C.
P4-13
#10 wire, 1"C.
P4-13
#10 wire, 1"C.
P4-11
#10 wire, 1"C.
P4-11
#10 wire, 1"C.
P4-11
#10 wire, 1"C.
P4-9
#10 wire, 1"C.
P4-9
#10 wire, 1"C.
P4-9
#10 wire, 1"C.
P4-9
#10 wire, 1"C.
P4-7
#10 wire, 1"C.
P4-7
#10 wire, 1"C.
P4-7
#10 wire, 1"C.
P4-7
#10 wire, 1"C.
P4-8
#10 wire, 1"C.
P4-2
#10 wire, 1"C.
#10 wire, 1"C.
P4-2
P4-2
#10 wire, 1"C.
P4-2
#10 wire, 1"C.
P4-5
#8 wire, 1"C.
P4-5
#8 wire, 1"C.
P4-5
#10 wire, 1"C.
P4-5
#10 wire, 1"C.
P4-3
#10 wire, 1"C.
P4-3
#10 wire, 1"C.
P4-3
#10 wire, 1"C.
P4-3
#10 wire, 1"C.
P4-1
#10 wire, 1"C.
P4-1
#10 wire, 1"C.
P4-1
#10 wire, 1"C.
3
CS
1
1
1
1
1
1
1
1
1
1
1
1
1 1 1
1 1 1
1
1
P4-15
#10 wire, 1"C.
P4-15
#8 wire, 1"C.
P4-30
#10 wire, 1"C.
P4-30
#10 wire, 1"C.
P4-30
#10 wire, 1"C.
P4-22
#10 wire, 1"C.
P4-22
#10 wire, 1"C.
P4-22
#10 wire, 1"C.
P4-20
#10 wire, 1"C.
P4-20
#10 wire, 1"C.
P4-20
#10 wire, 1"C.
P4-20
#10 wire, 1"C.
Pedestal mount with GFCI duplex receptacle. Refer to
details on sheet SD3.9.
Quadraplex receptacle, groundbox. Refer to details on
sheet SD3.9.
Pedestal mount charging station with GFCI duplex
receptacle and USB ports. Refer to details on sheet
SD3.9.
At base of artwork structure, stub up circuit with WP
switch. Connection to artwork by others.
Contractor shall provide and install a 4-pole contactor
"LC1" (for site lighting) at Existing Panel "P1" location.
Contactor shall be controlled by photocell "On" and
digital time switch "Off".
1
2
3
4
5
Contractor shall provide and install a 4-pole contactor
"LC2" (for site lighting) at Existing Panel "P2" location.
Contactor shall be controlled by photocell "On" and
digital time switch "Off".
Contractor shall provide and install a 6-pole contactor
"LC3" (for site lighting) at Panel "P3" location. Contactor
shall be controlled by photocell "On" and digital time
switch "Off".
Contractor shall provide and install a 8-pole contactor
"LC4" (for site lighting) at Panel "P4" location. Contactor
shall be controlled by photocell "On" and digital time
switch "Off".
6
7
8
Plan Notes: (may not occur on all sheets)
SITE ELECTRICAL PLAN
E1.2
NORTH SCALE: 1" = 10'
0' 5' 10' 20'
1"=10'
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
SCALE BRIDGE FILE
--
-- 1436
N/A
4.30.2018
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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
CITY OF CARMEL
MONON TRAIL - URBAN SECTION
SEE SHEET E1.1 - MATCH LINE 'M' STATION 10+92.50
SEE SHEET E1.3 - MATCH LINE 'M' STATION 13+67.50
SLH
SLH
GMH/ALB
SLH
Plan Notes: (may not occur on all sheets)
SITE ELECTRICAL PLAN
E1.1
NORTH SCALE: 1" = 10'
0' 5' 10' 20'
1"=10'
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
SCALE BRIDGE FILE
--
-- 1436
N/A
4.30.2018
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S T A T E O F
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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
CITY OF CARMEL
MONON TRAIL - URBAN SECTION
SEE SHEET E1.2 - MATCH LINE 'M' STATION 10+92.50
SLH
SLH
GMH/ALB
SLH
EXISTING PAVER, GRANITE
EDGE OF THE THICKENED
CONCRETE SLAB TO EXTEND
5' x 10' TREE GRATE FRAME, MILD
STEEL w/ BLACK POWDER COAT,
TYPE "C" ANCHORS ON (1) SIDE.
SEE DETAIL 7, THIS SHEET
ANGLE STOCK PERIMETER FRAME
EXISTING EDGE RESTRAINT,
REMOVED AND REINSTALLED, SEE
DETAIL 7, THIS SHEET
TYP. 1
4" X 2" X 2" TAB w/
9
16" HOLE
FOR 1
2" CONCRETE ANCHOR.
INSTALL PER MFR. INST., ANCHOR
PROVIDED BY INSTALLER
(2) OPENING IN TREE GRATE FOR
6.3" Ø TREE UPLIGHT, REFER TO
DETAIL 4A, SHEET SD3.11
EXISTING PAVER ROADWAY,
PERMEABLE PAVERS
EXISTING PAVERS, TYPE 6
EXISTING CONCRETE FOUNDATION,
BELOW
3/4"X 2" CONTINUOUS FLAT BAR,
BELOW
3/8" X 2" FLAT BAR CROSS SUPPORTS
2'-0"
TYP.
6" MIN.
SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0"
MONOLITHIC
THICKENED CONCRETE,
6" THICK MIN., EXTRA
LABOR AND MATERIALS
INCLUDED IN COST OF
TREE GRATE
MONOLITHIC
THICKENED CONCRETE,
6" THICK MIN., EXTRA
LABOR AND MATERIALS
INCLUDED IN COST OF
TREE GRATE
3 SCALE: 1 1/2" = 1'-0"
TYPE "C" TREE GRATE FRAME ANCHOR- ENLARGEMENT
3-3/4"
GENERAL NOTES:
1. CUSTOM TAB SIZING SHALL ALLOW FOR
ADEQUATE ANCHORING INTO CONCRETE
FOUNDATION FOR CURB.
2-1/2" MIN.
SECTION
ANGLE STOCK PERIMETER FRAME,
SIZED TO COORDINATE WITH
GRATE THICKNESS.
ANGLE TAB, EQUAL SPACING NOT TO EXCEED
18" O.C. TYP. OR AS SPECIFIED
3/4" x 2" CONTINUOUS FLAT BAR
TREE GRATE
3/4" x 2" CONTINUOUS FLAT
BAR TO PROVIDE EXTRA
LOADING ALONG CURB
EXISTING CONCRETE AT ROAD
ANGLE STOCK PERIMETER FRAME,
SIZED TO COORDINATE WITH
GRATE THICKNESS AND MAINTAIN
3-3/4" HIGH EDGE PROFILE.
1/4" x 2" x 2" TAB w/ 9/16"
HOLE FOR 1/2" CONCRETE
ANCHOR ANGLE TAB, EQUAL
SPACING, NOT TO EXCEED 18"
O.C. TYP. OR AS SPECIFIED
PAVER, TYPE 6, REFER TO
DETAIL 3, SHEET SD4.2
EXISTING EDGE RESTRAINT, (CURV-RITE 4000
SERIES ALUMINUM RESTRAINT OR APPROVED
EQUAL, 4" HT.) TO BE REMOVED AND
REINSTALLED SO LEG & ANCHOR SIT UNDER
PAVER, TYPE 6. RESTRAINT TO FIELD CUT TO 3"
HEIGHT TO ELIMINATE CONNECTION SLOT AND
MAINTAIN MAXIMUM THICKNESS OF 1/8",
MINIMUM LENGTH 3"; ADJACENT RESTRAINT
PIECE NOT TO BE SPLICED.
ISOMETRIC
APPROX. 18" O.C.
5 SCALE: 1 1/2" = 1'-0"
CAST IRON PLATE AT CURB CUT - ENLARGEMENT
2'-8" X 6" X 25/32" 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, SEE
DETAIL 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
GRANITE 4" 4"
CURB, 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) 9/16" THRU HOLE
COUNTERSUNK FOR 1/2"
FLAT HEAD CAP SCREW
(2) 9/16" THRU HOLE COUNTERSUNK
FOR 1/2" 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"
4 SCALE: 1 1/2" = 1'-0"
TYPE "D" TREE GRATE FRAME ANCHOR- ENLARGEMENT
3-3/4"
2 1/2" MIN.
TYP. 1/4" X 2" X 2" TAB w/ 9/16" HOLE
FOR 1/2" CONCRETE ANCHOR.
INSTALL PER MFR. INST., ANCHOR
PROVIDED BY INSTALLER
TYP. 3/16" TH. CONTINUOUS FLAT BAR
SECTION ISOMETRIC
TAB; EQUAL SPACING, NOT TO EXCEED
18" O.C. TYP.
ANGLE IRON PERIMETER FRAME,
SIZED TO COORDINATE WITH
GRATE THICKNESS.
TYP. 3/16" THICK CONTINUOUS FLAT BAR
TREE GRATE
ANGLE STOCK PERIMETER FRAME,
SIZED TO COORDINATE WITH GRATE
THICKNESS AND MAINTAIN 3 3
4" HIGH
EDGE PROFILE.
PAVER, TYPE 2, REFER TO
DETAIL 2, SHEET SD4.2
APPROX. 18" O.C.
SITE LAYOUT DETAILS
CK
PA
LW
KO
REFER TO DETAIL
SD4.29
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
AS SPECIFIED
TREE GRATE TYP. #3 REBAR
EMBEDMENT ANCHOR
6" TYP. OVERALL LENGTH
ANGLE STOCK PERIMETER
FRAME, SIZED TO COORDINATE
WITH GRATE THICKNESS.
MONOLITHIC THICKENED
CONCRETE, EXTRA LABOR AND
MATERIALS INCLUDED IN COST
OF TREE GRATE, TYP.
8"
1'-0" 1'-0"
4"
SIDEWALK, CONCRETE
SECTION - CONDITION AT SIDEWALK, CONCRETE
45°
APPROX. 18" O.C.
5 1/2"
45°
APPROX. 18" O.C.
6 SCALE: 1/2" = 1'-0"
TREE GRATE, TYPE 2 (WITH CURB INLET) - SECTION
5 SCALE: 1/2" = 1'-0"
TREE GRATE TYPE 2 (WITH CURB INLET) - ENLARGEMENT PLAN
4
SD4.21
EQ. EQ.
5' [+/-]
SQ. TREE GRATE
5'-0"
6" 6" BIKE LANE 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
4"
5' SQ. TREE GRATE, TYPE 2,
RAW DUCTILE IRON w/
BLACK POWDER COAT, TREE
OPENING 1'-6" x 1'-6" (+/- 1")
1'-0"
3"
2'-0"
3"
1'-0"
3"
3"
3"
2"
2"
TYP. 1
4" X 3" X 2" TAB W/
9
16"
HOLE FOR 1
2" 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
3
4"X 2" CONTINUOUS FLAT BAR
2'-0"
CURB
CUT
2'-8"
CURB
PLATE
5' SQ. TREE GRATE, TYPE 2, RAW DUCTILE
IRON w/ BLACK POWDER COAT, TREE
OPENING 1'-6" x 1'-6" (+/- 1")
MULCH, STONE, 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. REFER TO
DETAIL 6, SHEET SD4.2
5" MIN.
TOPSOIL, SUSPENDED
PAVEMENT, SEE SOILS
PLAN AND SOILS
DETAILS
TOPSOIL, AMENDED
SEE SOILS DETAILS
UNDER DRAIN, SOIL CELL.
COMPACTED SUBGRADE
PAVERS TYPE 1,
SEE DETAIL 1, SHEET SD4.2
GRANITE CURB, 6" WIDE,
SEE DETAIL 3, SHEET SD4.4
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 SD4.1
SIDEWALK, CONCRETE,
SEE DETAIL 2, SHEET SD 4.1
CYCLE TRACK. REFER TO
DETAIL 6, SHEET SD4.2
PERMEABLE PAVERS,
SEE DETAIL 1, SHEET SD4.2
CURB, GRANITE, 6" WIDE, TYPE 2,
SEE DETAIL 4, SHEET SD4.4
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
6"
1'-6" (+/- 5
8")
OPENING
3 3/8"
2 1/4"
5 7/8"
5-7/8" x 3-3/8" OPENING IN TREE
GRATE FOR ELECTRICAL RECEPTACLE,
PEDESTAL, SEE DETAIL 1, SHEET
SD.3.14. OPENING TO ALIGN WITH
EXISTING OPENINGS
1 SCALE: 1/2" = 1'-0"
TREE GRATE, TYPE 1 (5' X 5')- ENLARGEMENT PLAN
EQ. EQ.
5' [+/-]
SQ. TREE GRATE
5'-0"
6" 6" BIKE LANE 6"
5" MIN.
2 SCALE: 1/2" = 1'-0"
TREE GRATE, TYPE 1 - SECTION
1'-6" (+/- 5
8")
OPENING
3 3/4"
MONOLITHIC
THICKENED CONCRETE,
6" THICK MIN., EXTRA
LABOR AND MATERIALS
INCLUDED IN COST OF
TREE GRATE
3 3/8"
2'-0"
TYP.
1'-6"
TYP.
3" TYP.
2 1/4"
5 7/8"
GENERAL NOTES:
1. INSTALL PER MANUFACTURER'S
RECOMMENDATIONS.
2. CONTRACTOR SHALL SUPPLY
SHOP DRAWINGS.
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")
MULCH, STONE, 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.
REFER TO DETAILS, SHEET SD4.7
5' SQ TREE GRATE FRAME, MILD
STEEL w/ BLACK POWDER COAT,
TYPE "B" ANCHORS ON (1) SIDE.
SEE DETAIL 4, THIS SHEET
COMPACTED SUBGRADE
SUSPENDED PAVEMENT
ASSEMBLY. SEE SOILS
PLAN AND SHEET
SD6.2-6.4 FOR DETAILS.
TOPSOIL, AMENDED
SEE SOILS DETAILS
PAVERS, PERMEABLE ON
AGGREGATED BASE
EXISTING CURB, GRANITE, 6" WIDE
x 6" DEPTH ON CONCRETE CURB,
REINFORCED
PAVER ROADWAY,
PERMEABLE PAVERS
GRANITE CURB, GRANITE,
6" WIDE x 6" DEPTH
TYP. 1/4" X 3" X 2" TAB W/ 9/16"
HOLE FOR 1/2" 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 4, THIS SHEET
EXISTING CONCRETE
FOUNDATION, BELOW
ANGLE STOCK PERIMETER FRAME
3/4"X 2" CONTINUOUS FLAT BAR,
BELOW
5-7/8" x 3-3/8" OPENING IN TREE
GRATE FOR ELECTRICAL RECEPTACLE,
PEDESTAL, SEE DETAIL 1B, SHEET
SD4.17. OPENING TO ALIGN WITH
EXISTING OPENINGS
3/8" X 2" FLAT BAR CROSS SUPPORTS
3
SD4.21
5' SQ. TREE GRATE FRAME,
MILD STEEL w/ BLACK
POWDER COAT, TYPE "A"
ANCHORS ON (3) SIDES,
SEE DETAIL 4, THIS SHEET
PAVING JOINT, TYP.
SEE SITE LAYOUT PLAN &
DETAIL 1, SHEET SD4.1
SIDEWALK, CONCRETE,
REFER TO DETAIL 2, SHEET
SD4.1
5' SQ. TREE GRATE, TYPE 1,
RAW DUCTILE IRON w/
BLACK POWDER COAT,
TREE OPENING 1'-6" x 1'-6"
(+/- 1")
CYCLE TRACK. REFER TO
DETAIL 6, SHEET SD4.2
MONOLITHIC
THICKENED CONCRETE,
6" THICK MIN., EXTRA
LABOR AND MATERIALS
INCLUDED IN COST OF
TREE GRATE
MONOLITHIC
THICKENED CONCRETE,
6" THICK MIN., EXTRA
LABOR AND MATERIALS
INCLUDED IN COST OF
TREE GRATE
MONOLITHIC
THICKENED CONCRETE,
6" THICK MIN., EXTRA
LABOR AND MATERIALS
INCLUDED IN COST OF
TREE GRATE
TREE GRATE
3 3/4" ANGLE STOCK PERIMETER FRAME, SIZED
TO COORDINATE WITH GRATE THICKNESS.
ANGLE TAB, EQUAL SPACING NOT TO
EXCEED 18" O.C. TYP. OR AS SPECIFIED
1'-0"
7 SCALE: 1 1/2" = 1'-0"
TYPE "B" TREE GRATE FRAME ANCHOR- ENLARGEMENT
TYP. 1/4" X 3" X 2" TAB
w/ 9/16" HOLE FOR 1/2"
CONCRETE ANCHOR.
INSTALL PER MFR. INST.,
ANCHOR PROVIDED BY
INSTALLER
3/4" 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
APPROX. 18" O.C.
1/2" EXPANSION JOINT (SEALED)
1" MORTAR BED
3/4"X 2" CONTINUOUS FLAT BAR
TO PROVIDE EXTRA LOADING
ALONG CURB
CONCRETE FOUNDATION
FOR CURB
EQ EQ
5 1/2"
ANGLE STOCK PERIMETER FRAME,
SIZED TO COORDINATE WITH GRATE
THICKNESS AND MAINTAIN 3-3/4"
HIGH EDGE PROFILE.
CURB, GRANITE - 6" WIDE.
SEE DETAILS SHEET SD4.4
SITE LAYOUT DETAILS
CK
PA
LW
KO
REFER TO DETAIL
SD2.28
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
LOCATION PER LAYOUT PLAN
HINGE TOP
BASE OF RECEPTACLE
SECTION
PLAN
SECTION
PLAN TREE GRATE, TYPE 1 OR 2.
REFER TO DETAILS, SD4.28
2 SCALE: 1" = 1'-0"
RECEPTACLE, GROUND BOX, GFCI
8 3/4"
1'-4 1/8"
8 1/8"
1'-2 1/8"
RECEPTACLE, GROUND BOX,
GFCI, SEE ELEC., SET GROUND
BOX DIRECTLY ADJACENT TO
CONCRETE, (2) SIDES
PAVERS, TYPE 2, REFER TO
DETAIL 2, SHEET SD4.2
TREE GRATE, TYPE 3 AND FRAME,
REFER TO DETAIL 5, SHEET SD4.29
CONDITION IN TREE GRATE - PLAN
CONDITION IN TREE GRATE - SECTION
PAVERS TYPE 2, REFER TO
DETAIL 2, SHEET SD4.2
TREE GRATE WITH FRAME, REFER TO
DETAIL 5, SHEET SD4.29
MULCH, STONE, REFER
TO PLANTING DETAILS
FOR ADDITIONAL
REQUIREMENTS
SUSPENDED PAVEMENT
ASSEMBLY. SEE SOILS
PLAN AND SHEET
SD6.2-6.4 FOR DETAILS.
1'-4 1/8"
10 3/4"
6 1/2"
MIN.
RECEPTACLE, GROUND BOX, GFCI,
SEE ELEC., SET GROUND BOX
BELOW TREE GRATE, SET FLUSH W/
STONE MULCH
FREE-DRAINING
AGGREGATE BASE
GENERAL NOTES:
1. INSTALL PEDESTAL PER
MANUFACTURER'S INSTRUCTIONS.
2. RECEPTACLE TO BE INSTALLED
WITH OPENING FOR OUTLET
TOWARDS TREE.
3. SEE PLANS FOR LOCATION INSIDE
EACH TREE GRATE.
SITE LAYOUT DETAILS
CK
PA
LW
KO
REFER TO DETAIL
SD4.27
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
CONDITION AT SIDEWALK
PLAN
1'-9 1/8" SQ.
3'-7 1/2"
1'-10 1/8"
PAVER EDGE RESTRAINT,
TYPE 1. SEE DETAIL 8, SD4.2
PAVEMENT, CONCRETE
1'-9 1/8" SQ. 1'-9 1/8" SQ.
SITE LAYOUT DETAILS
CK
PA
LW
KO
REFER TO DETAIL
SD4.26
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
2 SCALE: 1" = 1'-0"
NOT USED 3 SCALE: 1" = 1'-0"
NOT USED
SPECIAL PROVISIONS. INSTALL PER
MANUFACTURER'S INSTRUCTIONS.
SPIGOT HANDHOLD ACCESS
1 1/2" SCD 40 PVC DRAIN PIPE
WATER LINE
3" DIA. SST OPEN HUB DRAIN
CUSTOM BASE PLATE, REFER TO
STRUCTURAL SHEETS
7'-11" 5'-6 1/4" 6'-10" 5'-6 1/4" 7'-8 3/4"
5'-0"
1'-6"
1 SCALE: 1/4" = 1'-0"
BENCH, TYPE 6 (MONON COMMUNITY BENCH)
ELEVATION - FRONT
2'-0" 2'-0" 2'-0" 2'-0"
PLAN FINISH GRADE
(TOP OF PAVERS)
6'-2 1/2"
3'-1 1/4"
1'-4 3/4"
1'-4 3/4"
3'-1 1/4"
11 1/2" GAP,
STANDARD
FIBER-REINFORCED
CONCRETE BENCH
6'-8 3/8"
SEE DETAIL 2
6" MIN.
GAP, TYP.
1'-5 5/8"
1'-5 5/8"
APPROX. DOWEL/ANCHOR
LOCATIONS
GENERAL NOTES:
1. DIMENSIONS SHOWN ARE TO CONVEY DESIGN INTENT ONLY. MANUFACTURER SHALL
PREPARE AND SUBMIT SHOP DRAWINGS FOR ALL COMPONENTS, CONNECTIONS,
AND MEMBERS COMPLETE. SHOP DRAWINGS SHALL BE REVIEWED AND APPROVED
BY THE LANDSCAPE ARCHITECT BEFORE FABRICATION BEGINS.
2 SCALE: 1" = 1'-0"
BENCH, TYPE 6 (MONON COMMUNITY BENCH)
SECTION THROUGH "O"
PAVERS, TYPE 2 (2 3/4" CLAY PAVER).
SEE DETAIL 2, SHEET SD4.2
1'-6"
3 3/4"
6"
6"
FIBER-REINFORCED HIGH PERFORMANCE
CONCRETE BENCH, WITH RED ALIPHATIC
POLYURETHANE PAINT, COLOR TO BE
APPROVED BY LANDSCAPE ARCHITECT.
PROVIDE BEVEL AT ALL EDGES, SIZE TBD
8" x 1/2"Ø SMOOTH STEEL DOWELS; ONE END
GREASED; CORE DRILL AND EPOXY INTO
CONCRETE, MIN. 3" EMBEDMENT; 4" CLEAR TO
EDGE, MIN. 3 PER PIECE AND 2 PER SMALL PIECE
CONCRETE, CLASS A
VARIES,
REFER TO
PLAN
COMPACTED SUBGRADE
TO 95% PROCTOR
COMPACTED AGGREGATE, NO. 53 BASE
PORTION OF BENCH
BEYOND
4 SCALE: 1"=1'-0"
WATER BOLLARD - SET IN PAVER, TYPE 2
PAVER, TYPE 2, REFER TO
DETAIL 2, SHEET SD4.2
WATER BOLLARD,
REFER TO SPECIAL
PROVISIONS. INSTALL
PER MANUFACTURER'S
INSTRUCTIONS.
12" Ø CONCRETE FOOTING
1/2" TAR IMPREGNATED
NON-EXTRUDING
EXPANSION JOINT
MATERIAL, SEALED
GENERAL NOTE
1. WATER BOLLARD TO BE INSTALLED SO THAT SPIGOTS FACE PAVING.
WATER LINE, REFER TO
UTILITY SHEETS
WATER BOLLARD
CHASSIS PLATE
SIDE VIEW
FRONT VIEW
2'-6" 2'-6"
5 SCALE: 1"=1'-0"
WATER BOLLARD - IN PLANT BED
HOLD DOWN FINISH
GRADE: 1" BELOW TOP
OF PAVEMENT
WATER BOLLARD,
REFER TO SPECIAL
PROVISIONS. INSTALL
PER MANUFACTURER'S
INSTRUCTIONS.
12" Ø CONCRETE FOOTING
1/2" TAR IMPREGNATED
NON-EXTRUDING
EXPANSION JOINT
MATERIAL, SEALED
GENERAL NOTE
1. WATER BOLLARD TO BE INSTALLED SO THAT SPIGOTS FACE PAVING.
WATER LINE, REFER TO
UTILITY SHEETS
WATER BOLLARD
CHASSIS PLATE
SIDE VIEW
FRONT VIEW
2'-6" 2'-6"
REFER TO
SOIL PLAN
FOR DEPTH
SITE LAYOUT DETAILS
CK
PA
LW
KO
REFER TO DETAIL
SD4.25
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
CONCRETE, CLASS A, FOUNDATION
BENCH, TYPE 4. REFER TO SPECIAL
PROVISIONS, INSTALL PER
MANUFACTURER'S INSTRUCTIONS.
SHARED CONCRETE FOUNDATION
PAVER, TYPE 9.
SEE DETAIL 6, SHEET SD4.2.
6 13/16"
1 SCALE: 3/4" = 1'-0"
BENCH, TYPE 4 (LANDSCAPE, 9' LENGTH)
2 SCALE: 1" = 1'-0"
BENCH, TYPE 5
CONDITION AT PAVERS
2'-0"
1'-7"
1'-4 1/2"
6"
6"
6"
3 3/4"
1/2" SEALED EXPANSION JOINT w/ #4 x 12" L
SST DOWEL AT 12" O.C., GREASE ONE END
1/2" MORTAR SETTING BED, RAKE AND SEAL
6" L #5 SST DOWEL, MIN. 2 PER BLOCK
PAVER, TYPE 6 ( 3" GRANITE). HAND TIGHT JOINTS,
SWEEP SAND IN JOINTS. SEE DETAIL 3, SHEET SD4.2.
SOLID LIMESTONE QUARRY BLOCK, SET 1"
BELOW FINISH GRADE, REFER TO PLAN FOR
LENGTH. REFER TO SPECIAL PROVISIONS.
TOPSOIL, AMENDED - PLANTING SOIL
CONCRETE, CLASS A w/ #4 HORIZ., COMPACTED AGGREGATE NO. 53 BASE
AT 9" O.C., BOTH WAY, BOTH FACE
1'-4 1/2"
6"
PAVEMENT, STABILIZED DECOMPOSED
GRANITE. SEE DETAIL 6, SHEET SD4.1
CONCRETE, CLASS A w/ #4 HORIZ., COMPACTED AGGREGATE NO. 53 BASE
AT 9" O.C., BOTH WAY, BOTH FACE
1'-6"
3"
4"
3'-7"
18"
SOLID LIMESTONE QUARRY BLOCK, SET 1"
BELOW FINISH GRADE, REFER TO PLAN FOR
LENGTH. REFER TO SPECIAL PROVISIONS.
PAVEMENT, STABILIZED DECOMPOSED
GRANITE. SEE DETAIL 6, SHEET SD4.1
SUSPENDED PAVEMENT ASSEMBLY
1/2" MORTAR SETTING BED,
RAKE AND SEAL
CLASS A CONRETE, 7" THICK w/ (3) #4
HORIZONTALS, BOTH WAYS
GEOGRID
GEOGRID WITH NON-WOVEN
FABRIC TO LINE TOP OF
SUSPENDED PAVEMENT ASSEMBLY
4"
TOPSOIL, AMENDED - PLANTING SOIL
3" MULCH, HARDWOOD SHREDDED
BARK (IN PLANT BEDS AND LAWN ONLY).
SEE SPECIAL PROVISIONS.
CONDITION LAWN
2'-0"
1'-7"
1/2" MORTAR SETTING BED, RAKE AND SEAL
6" L #5 SST DOWEL, MIN. 2 PER BLOCK
SOLID LIMESTONE QUARRY BLOCK, SET 1"
BELOW FINISH GRADE, REFER TO PLAN FOR
LENGTH. REFER TO SPECIAL PROVISIONS.
CONDITION AT DG CONDITION PLANT BED CONDITION OVER SOIL CELLS
R1/4" TYP.
R1/4" TYP. R1/4" TYP.
SITE LAYOUT DETAILS
CK
PA
LW
KO
REFER TO DETAIL
SD4.24
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
2'-6 3/8"
3'-10"
1'-0 11/16" 1'-7 7/8" o.c.
2'-6 3/8"
1'-6"
1'-10 1/2"
CONTRACTION
JOINT
1'-6"
1'-10 1/2"
FRONT SECTION SIDE SECTION
ENLARGED PLAN
GENERAL NOTES:
1. ALL BENCH LOCATION TO BE APPROVED IN FIELD ENGINEER
2. REFER TO CONCRETE JOINTING DETAIL FOR JOINT REQUIREMENTS
VARIES,
REFER TO
PLANS
2"
9'-0"
2'-6"
5'-10"
2'-4 1/8"
BENCH, TYPE 3. REFER TO SPECIAL PROVISIONS.
EXTENTS OF PAVERS BELOW INSTALL PER MANUFACTURER'S INSTRUCTIONS.
9'-8"
4"
ADJACENT PLANTED AREA
PAVER ADAPTER
PAVERS, TYPE 3.
REFER TO DETAIL 3, SHEET SD4.2.
BENCH, TYPE 3. REFER TO SPECIAL
PROVISIONS. INSTALL PER
MANUFACTURER'S INSTRUCTIONS.
3'-0"
PAVER ADAPTER
PAVER EDGE
RESTRAINT, TYPE 1.
SEE DETAIL 8, SD4.2.
SITE LAYOUT DETAILS
CK
PA
LW
KO
REFER TO DETAIL
SD4.23
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
DOWEL AT 18" o.C., ONE END GREASED
1/2" TAR IMPREGNATED NON-EXTRUDING
EXPANSION JOINT MATERIAL, SEALED
ECO-DISPLAY CLASSIC PED/BIKE COUNTER
DISPLAY, REFER TO SPECIAL PROVISIONS.
INSTALL PER MANUFACTURE'S INSTRUCTIONS.
PLANT BED
4 SCALE: 1"=1'-0"
UMBRELLA BASE ANCHOR, TYPE 1
6"
UMBRELLA MAST
3"
PAVEMENT, STABILIZED DECOMPOSED
AGGREGATE. SEE DETAIL 6, SHEET SD4.1
COMPACTED SUBGRADE
CONCRETE FOOTING,
REFER TO STRUCTURAL
SHEET S1.1 FOR
DIMENSIONS
CUSTOM 9x9 MOUNTING PLATE WITH
BOLT ANCHORS, DESIGNED AND
PROVIDED BY MANUFACTURER
CUSTOM MAX BASE EXTENSION,
DESIGNED AND PROVIDED BY
MANUFACTURER
SECURITY STEM, SIZED PER UMBRELLA
SLIP GEOTEXTILE FABRIC
BELOW BASE EXTENSION
4"
SITE LAYOUT DETAILS
CK
PA
LW
KO
REFER TO DETAIL
SD4.22
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
CONCRETE, CLASS A
GENERAL NOTES:
1. SEE SPECIAL PROVISIONS FOR ADDITIONAL REQUIREMENTS.
2. ALL BIKE RACK LOCATIONS TO BE APPROVED IN FIELD BY ENGINEER.
3. CONTRACTOR TO ENSURE 34" EXPOSURE ABOVE FINISH GRADE.
PLAN VIEW
1'-6"
MIN.
3'-0"
TYP.
1'-6"
MIN.
1'-0"
2'-10"
10"
9"
2 3/4"
9"
4"
COMPACTED AGGREGATE,
NO. 53 BASE
1'-8"
MONOLITHIC THICKENED CONCRETE
SLAB, EXTRA LABOR AND MATERIALS TO
BE INCLUDED IN COST OF BIKE RACK
3 SCALE: 1" = 1'-0"
BIKE FIX STATION
SECTION
PLAN
PAVERS, TYPE 9.
REFER TO DETAIL 6, SHEET SD4.2
BIKE REPAIR STATION, REFER TO
SPECIAL PROVISIONS. INSTALL PER
MANUFACTURER'S INSTRUCTIONS.
CUSTOM BASE PLATE, REFER TO
STRUCTURAL SHEETS
FOUNDATION AND THICKENED CONCRETE
SLAB, REFER TO STRUCTURAL, EXTRA LABOR
AND MATERIALS TO BE INCLUDED IN COST OF
BIKE FIX STATION
BIKE REPAIR STATION, REFER TO
SPECIAL PROVISIONS. INSTALL PER
MANUFACTURER'S INSTRUCTIONS.
PAVERS, TYPE 9.
CUSTOM BASE PLATE, REFER TO
STRUCTURAL SHEETS
CUT PAVERS TO WRAP
CUSTOM BASE PLATE
SITE LAYOUT DETAILS
CK
PA
LW
KO
REFER TO DETAIL
SD4.21
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
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.
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
SITE LAYOUT DETAILS
CK
PA
LW
KO
REFER TO DETAIL
SD4.12
2 SCALE: 1/4" = 1'-0"
ACCESSIBLE PARKING - ENLARGED PAVING PLAN
1 SCALE: 1/4" = 1'-0"
MIDBLOCK CROSSING - ENLARGED PAVING PLAN
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
P2 2|2 P2 2|2
P2 4|2
P2 3|2
P2 2|2 P2 3|2
9
ROWS
P2 2|2
P2 4|2
P2 5|4
P2 5|4
P2 5|4
P2 5|4
P2 5|4
P2 5|4
P2 5|4
P2 5|4
P2 5|4
1 SCALE: 1/4" = 1'-0"
PAVING PLAN ENLARGEMENT, MONON PLAZA
P2 5|4
PX X|X
Paver Type
Color Designation
Size/Pattern Designation
PAVER KEYNOTE DIAGRAM
Pavers, Type 2
Color: 2
Pattern : 2 (Running Bond, Staggered)
P2 2|2
Pavers, Type 2
Color: 2
Pattern: 3 (Soldier Course Border)
P2 2|3
Pavers, Type 2
Color: 3
Pattern: 2 (Running Bond, Staggered)
P2 3|2
Pavers, Type 2
Color: 4
Pattern: 2 (Running Bond, Staggered)
P2 4|2
Pavers, Type 2
Color: 5
Pattern: 4 (Running Bond)
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.
4. BORDER: DESIGN INTENT IS TO MAINTAIN FULL PAVERS
WITH NO CUTS FOR DOUBLE SOLDIER COURSE AT
PERIMETER OF PAVING AREA AND LAWN.
5. FIELD: DESIGN INTENT IS TO MAINTAIN FULL PAVERS, WITH
HALF SIZE PAVERS AT CUT LOCATIONS, IN ROWS TO
CREATE PATTERN AS INDICATED. ROWS TO ALIGN WITH
BORDER PAVERS.
6. REFER TO DETAIL 4, SHEET SD3.3 FOR ENLARGED DETAIL.
GENERAL NOTES
1. START PAVER LAYOUT IN LOCATIONS INDICATED AND
RUN FULL PAVERS / FULL ROWS IN QUANTITY AS SHOWN
ON PLANS. NOTIFY LANDSCAPE ARCHITECT OF ANY
DISCREPANCIES IN LAYOUT CAUSED BY FIELD
CONDITIONS.
1.1. REFER TO LAYOUT PLAN FOR LOCATION OF START
POINTS.
1.2. IF CUTS ARE NECESSARY, THEY SHALL OCCUR IN
AREAS INDICATED.
1.3. NOTIFY LANDSCAPE ARCHITECT PRIOR TO INSTALLING
CUT PAVERS TO VERIFY LOCATION.
1.4. PAVERS SHALL NOT BE CUT TO BE SMALLER THAN 2/3
WIDTH OF PAVER, OR 1/4 LENGTH OF PAVER U.N.O.
LAYOUT NOTES
PAVER KEYNOTE LEGEND
NOTE: IF LESS THAN 1/2 OF A WHOLE PAVER IS LEFT AT END OF RUN,
REMOVE PREVIOUS WHOLE PAVER AND CUT BOTH SUCH THAT THEY
ARE EQUAL WIDTH GREATER THAN 1/2 PAVER.
2 SCALE: 1/2"=1'-0"
ENLARGED PAVER LAYOUT DETAIL AT CORNERS
CONTINUOUS DOUBLE SOLDIER
COURSE ALONG EDGE, REFER TO
PAVING PLAN DETAIL, SHEET SD4.8
PAVER FIELD
AT 90° CORNERS, PROVIDE CUT 4x4
HALF-PAVER UNIT AT OUTSIDE AND INSIDE
OF CORNER OF DOUBLE SOLDIER COURSE
CHAMFER PAVERS AT
45° ANGLE BETWEEN
4x4 HALF-CUT PAVERS
ENLARGED LAYOUT WEDGE-CUT RADIAL COURSE
3 SCALE: 3" = 1'-0"
PAVER, TYPE 4 - RADIAL COURSE DETAIL
3 1/16"
3 3/16"
3 3/16"
3 5/16"
3 5/16"
3 1/2"
3 7/16"
3 5/8"
3 5/8"
3 3/4"
3 3/4"
3 7/8"
R17'-0"
R19'-0"
PAVER, TYPE 4;
STANDARD COURSE (TYP.)
PAVER, TYPE 4;
GRANITE PAVERS,
WEDGE-CUT RADIAL
COURSE (TYP.)
1/8" JOINT, MAX.
SWEEP PRE-MIXED
POLYMERIC SAND
IN JOINTS
GENERAL NOTES:
1. REFER TO UNIT PAVER UNIQUE SPECIAL
PROVISION FOR ADDITIONAL INFORMATION,
INCLUDING MANUFACTURER AND COLOR
DESIGNATION.
2. REFER TO DETAIL 3, SHEET SD4.2, FOR TYPICAL
PAVER SECTION DETAIL.
3. FOR MODIFIED RADIAL COURSE, ALTERNATE
STANDARD COURSE WITH WEDGE-CUT, RADIAL
COURSE.
4. MODIFIED RADIAL COURSE TO FIT 19' OUTSIDE
RADIUS AND 17' INSIDE RADIUS.
5. DIMENSIONS ON WEDGE-CUT RADIAL COURSE
APPLY TO WIDTH OF THE CUT SIZE WHERE
PAVERS ABUT.
6. FABRICATOR TO PROVIDE PAVERS WITH FULL
±1/8" DEPTH TOLERANCE TO ACHIEVE
CONTROLLED COBBLED EFFECT.
2'-0"
3 7/8"
TYP.
PAVER, TYPE 4,
COURSE 1
PAVER, TYPE 4,
COURSE 2
PAVER, TYPE 4,
COURSE 3
PAVER, TYPE 4,
COURSE 4
PAVER, TYPE 4,
CUOURSE 5
PAVER, TYPE 4,
COURSE 6
SITE LAYOUT DETAILS
CK
PA
LW
KO
REFER TO DETAIL
SD4.11
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
SOLID
5 COURSE
MIXED
5 COURSE
SOLID
5 COURSE
MIXED
5 COURSE
SOLID
5 COURSE
MIXED
P9 1|1 P9 1|1
P9 2|1
P9 1|1 P9 1|1
P9 2|1
P9 1|1 P9 1|1
P9 2|1
P9 1|1
P9 2|1
P9 1|1
30% BLEND 40% BLEND 50% BLEND 60% BLEND
70% BLEND 60% BLEND 50% BLEND 40% BLEND
MONON TRAIL PAVER PATTERN
SEE DETAILS, SHEET SD4.9
5 COURSE
SOLID
P9 1|1
5 COURSE
SOLID
P9 2|1
FIELD
47 COURSES
P9 2|2
P9 2|2
P9 1|2
P9 1|2
P9 1|2
P9 2|2
P9 1|2
P9 2|2
P9 1|2
P9 2|2
P9 2|2
P9 1|2
P9 2|2
P9 2|2
P9 2|2
P9 1|2
P9 1|2
P9 2|1
PAVER BORDER TO CONTINUE
THROUGH HORIZONTAL BANDING
P9 2|1
6'-0" 6'-0" 6'-0"
2'-0" 3'-4" 6'-6"
P9 1|3 P9 1|3
1'-9 3/4"
1'-4 1/4"
2'-9"
P9 1|1
P9 1|2 MONON TRAIL CENTERLINE
BIKE SYMBOL NOTES:
1. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE
FEDERAL, STATE, AND LOCAL LAWS, RULES, REGULATIONS,
AND SAFETY CODES IN THE CONSTRUCTION OF ALL
IMPROVEMENTS. SIGNAGE, SYMBOL, AND PAVEMENT
MARKING WORK SHALL ALSO MEET APPLICABLE
REQUIREMENTS OF THE MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD).
2. PAVERS, BIKE SYMBOL TO BE PER MUTCD SECTION 9C0.4.
3. SPECIFIC SYMBOL TO BE 'HELMETED BIKE SYMBOL' AND
ARROW PER MUTCD FIGURE 9C-3.
4. BIKE SYMBOL IN CYCLE TRACK TO BE WATER JET PAVERS,
TYPE 9, COLOR 2 AND INLAID TO FIELD OF PAVERS, TYPE 9,
COLOR 1. 4. IN MONON TRAIL, BIKE SYMBOL TO BE WATER
JET PAVERS, TYPE 9, COLOR 1 AND INLAID TO FIELD OF
PAVERS, TYPE 9, COLOR 2. ALL PAVERS TO BE PLACED WITH
HAND TIGHT-BUTT JOINTS, SWEEP FINE SAND IN JOINTS.
5. STAGGERED COURSING OF PAVERS IN FIELD TO REMAIN
CONSISTENT THROUGHOUT SYMBOL.
6. WHERE INTERSECTION APPROACHES OCCUR ON A RADIUS,
COURSING IS TO CONTINUE THROUGH CURVE, MEASURING
ALONG TRAIL CENTERLINE. REFER TO DETAIL 6, SHEET 4.9
FOR PAVER LAYOUT.
7. IN RADIUS WHERE PAVERS ARE IN STAGGERED COURSES,
BANDING TO MAINTAIN CONSISTENT 5 COURSES AS
SHOWN; IN CUT OR WEDGED COURSES WITHIN RADIUS,
BANDING TO MEASURE 2.25 FEET MINIMUM TO 2.75 FEET
MAXIMUM IN HEIGHT, MEASURED ALONG TRAIL
CENTERLINE.
8. IN RADIUS, BIKE SYMBOLS AND ARROWS TO BE PLACED
FULLY WITHIN STAGGERED COURSE OF PAVERS, NOT WITHIN
CUT OR WEDGED PAVER COURSES.
P9 X|X
PAVER TYPE
SIZE/PATTERN DESIGNATION
COLOR DESIGNATION
KEYNOTE DIAGRAM
UNIT PAVER KEYNOTES
PAVERS, TYPE 9
COLOR: 1
PATTERN: STAGGERED
COURSE
PAVERS, TYPE 9
COLOR: 2
PATTERN: STAGGERED
COURSE
PAVERS, TYPE 9
COLOR: 1
PATTERN: 3D DIAMOND
PAVERS, TYPE 9
COLOR: 2
PATTERN: 3D DIAMOND
PAVERS, TYPE 9
COLOR: 1
PATTERN: CUSTOM BIKE
SYMBOL INLAY
PAVERS, TYPE 9
COLOR: 2
PATTERN: CUSTOM BIKE
SYMBOL INLAY
P9 1|1
P9 2|1
P9 1|2
P9 2|2
P9 1|3
P9 1|3 P9 2|3
CONDITION AT COMBINED TRAIL (NORTH OF 1ST STREET SW)
TYPICAL CONDITION
1'-8 3/4" 5 COURSE
SOLID
5 COURSE
MIXED
5 COURSE
SOLID
5 COURSE
MIXED
5 COURSE
SOLID
5 COURSE
MIXED
5 COURSE
SOLID
5 COURSE
MIXED
P9 1|1 P9 1|1
P9 2|1
P9 1|1 P9 1|1
P9 2|1
P9 1|1 P9 1|1
P9 2|1
P9 1|1
P9 2|1
P9 1|1
30% BLEND 40% BLEND 50% BLEND 60% BLEND
70% BLEND 60% BLEND 50% BLEND 40% BLEND
MONON TRAIL PAVER PATTERN
SEE DETAILS, SHEET SD4.9
5 COURSE
SOLID
P9 1|1
5 COURSE
SOLID
P9 2|1
P9 2|2
P9 2|2
P9 1|2
P9 1|2
P9 1|2
P9 2|2
P9 1|2
P9 2|2
P9 1|2
P9 2|2
P9 2|2
P9 1|2
P9 2|1
PAVER BORDER TO CONTINUE
THROUGH HORIZONTAL BANDING
P9 1|2 MONON TRAIL CENTERLINE
5 COURSE
SOLID
P9 2|1
7'-6"
7'-6"
1'-6"
1'-6"
1'-6"
1'-6"
P9 2|2
P9 2|2
SITE LAYOUT DETAILS
CK
PA
LW
KO
REFER TO DETAIL
SD4.10
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
LAYOUT NOTES
1. START PAVER LAYOUT IN LOCATIONS INDICATED
AND RUN FULL PAVERS / FULL ROWS IN QUANTITY
AS SHOWN ON PLANS. NOTIFY LANDSCAPE
ARCHITECT OF ANY DISCREPANCIES IN LAYOUT
CAUSED BY FIELD CONDITIONS.
1.1. REFER TO LAYOUT PLAN FOR LOCATION OF
START POINTS.
1.2. IF CUTS ARE NECESSARY, THEY SHALL OCCUR
IN AREAS INDICATED.
1.3. NOTIFY LANDSCAPE ARCHITECT PRIOR TO
INSTALLING CUT PAVERS TO VERIFY
LOCATION.
1.4. PAVERS SHALL NOT BE CUT TO BE SMALLER
THAN 2/3 WIDTH OF PAVER, OR 1/4 LENGTH
OF PAVER U.N.O.
GENERAL NOTES
1. START PAVER LAYOUT IN LOCATIONS INDICATED
AND RUN FULL PAVERS / FULL ROWS IN QUANTITY
AS SHOWN ON PLANS. NOTIFY LANDSCAPE
ARCHITECT OF ANY DISCREPANCIES IN LAYOUT
CAUSED BY FIELD CONDITIONS.
1.1. REFER TO LAYOUT PLAN FOR LOCATION OF
START POINTS.
1.2. IF CUTS ARE NECESSARY, THEY SHALL OCCUR IN
AREAS INDICATED.
1.3. NOTIFY LANDSCAPE ARCHITECT PRIOR TO
INSTALLING CUT PAVERS TO VERIFY LOCATION.
1.4. PAVERS SHALL NOT BE CUT TO BE SMALLER THAN
2/3 WIDTH OF PAVER, OR 1/4 LENGTH OF PAVER
U.N.O.
STRAIGHT SECTION
STRAIGHT SECTION
TRAIL CENTERLINE
2 SCALE: 1/2" = 1'-0"
MONON TRAIL, PAVER PATTERN
P9 2|1
18" PAVER BORDER
P9 2|1
TRAIL DIVIDER
P9 1|1
PAVER FIELD
P9 2|1
18" PAVER BORDER
13'-0"
2'-0"
6'-6" 6'-6"
2'-0"
1 SCALE: 1/2" = 1'-0"
PEDESTRIAN PATH PAVER PATTERN
P9 3|1
PAVER FIELD
P9 X|X
PAVER TYPE
SIZE/PATTERN DESIGNATION
COLOR DESIGNATION
KEYNOTE DIAGRAM
UNIT PAVER KEYNOTES
PAVERS, TYPE 9
COLOR: 1
PATTERN: STAGGERED COURSE
PAVERS, TYPE 9
COLOR: 2
PATTERN: STAGGERED COURSE
PAVERS, TYPE 9
COLOR: 3
PATTERN: STAGGERED COURSE
P9 1|1
P9 2|1
P9 3|1
NOTES:
1. DESIGN INTENT TO EMPHASIZE HORIZONTAL BANDING. PAVERS TO
BE PLACED RANDOMLY WITH PAVER OF LIKE COLOR PLACED
CONTINUOUSLY CONFORMING TO THE FOLLOWING STANDARDS:
HORIZONTAL:
MIN. 2 PAVERS OF LIKE COLOR PLACED CONTINUOUSLY
MAX. 5 PAVERS OF LIKE COLOR PLACED CONTINUOUSLY
VERTICAL:
MIN. 1 PAVER OF LIKE COLOR PLACED CONTINUOUSLY
MAX. 3 PAVERS OF LIKE COLOR PLACED CONTINUOUSLY
2. PAVER PATTERN SHOWN IS EXAMPLE OF DESIGN; NOT INTENDED
TO BE FOLLOWED/REPEATED IN FIELD.
SITE LAYOUT DETAILS
CK
PA
LW
KO
REFER TO DETAIL
SD4.9
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
P2 1|3
P2 2|1
P2 1|3
P2 2|1
P2 1|3
P2 2|1
P2 1|3 P2 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|1 P2 2|1
2' 2'
P2 1|2
P5 1|1
P4 1|1
P6 1|1
P2 1|2
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
P6 1|1
P2 1|2
P6 1|1
P2 1|2
10'
1.33' 1.33'
P2 2|1
P2 1|3
P2 2|1
P2 1|3
P2 2|1
P2 1|3
P2 2|1
2' 2'
1.33'
P2 2|1 P2 2|1 P2 2|1 P2 2|1 P2 2|1
P2 1|3 P2 1|3 P2 1|3 P2 1|3 P2 1|3
P3 1|1
P3 1|1
P3 2|1
P3 2|1
7
SD3.8
8
SD3.8
2
SD4.5
1
SD4.5
CURB, GRANITE, 12" WIDE, TYPE 1;
SEE DETAIL 7, SHEET SD4.4
CURB, GRANITE, 6" WIDE, TYPE 1;
SEE DETAIL 1, SHEET SD4.4
CURB, GRANITE, 12" WIDE, TYPE 1;
SEE DETAIL 7, SHEET SD4.4
CURB, GRANITE,
6" WIDE, TYPE 1;
SEE DETAIL 1, SHEET SD4.4
P2 1|2
P2 2|1
P2 1|3
P2 2|1
P2 2|1
P6 1|1
SIDEWALK, CONCRETE;
SEE DETAIL 2, SHEET SD4.1
PLANT BED;
SEE LANDSCAPE PLAN
SIDEWALK, CONCRETE;
SEE DETAIL 2, SHEET SD4.1
PLANT BED;
SEE LANDSCAPE PLAN
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
P2 1|2
P2 2|1
P2 1|3
P2 1|3
CYCLE TRACK
INTERSECTION APPROACH;
SEE DETAIL 2, SHEET SD4.10
MONON TRAIL
INTERSECTION APPROACH;
SEE DETAIL 3, SHEET SD4.10
MONON TRAIL
INTERSECTION APPROACH;
SEE DETAIL 3, SHEET SD4.10
PEDESTRIAN PATH;
SEE DETAIL 1, SHEET SD4.9
PEDESTRIAN PATH;
SEE DETAIL 1, SHEET SD4.9
P3 1|1
P3 2|1
P3 2|1
P2 1|2
P3 1|1
P3 1|1 P3 1|1
P3 1|1
P3 1|1
P3 2|1
P3 2|1
P4 1|1
P4 1|1
P4 1|1
P4 1|1
6.33'
2'
P5 1|1
P6 1|1
1.33'
10'
1.33'
1.33'
10'
1.33'
P6 1|1
P6 1|1
P6 1|1
P5 1|1
P5 1|1
P5 1|1
P5 1|1
6.33'
2'
P5 1|1
P6 1|1
P6 1|1
P6 1|1
P6 1|1
ALL CROSSWALK BANDING TO BE
PARALLEL TO LINE 'M';
ALL CROSSWALK STRIPING TO BE
PERPENDICULAR TO BANDING AND LINE 'M'
10'
ALL CROSSWALK BANDING TO BE
PARALLEL TO LINE 'M';
ALL CROSSWALK STRIPING TO BE
PERPENDICULAR TO BANDING AND LINE 'M'
12.33'
P6 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
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.
SITE LAYOUT DETAILS
CK
PA
LW
KO
REFER TO DETAIL
SD4.8
1 SCALE: 1/4" = 1'-0"
INTERSECTION PAVING DETAIL
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
EXPANSION JOINT MATERIAL, SEALED
COLD JOINT
12"x1/2''Ø SMOOTH STEEL EPOXY COATED
DOWELS @ 18'' O.C., ONE END GREASED.
CURB TO BE INTEGRALLY POURED COLD JOINT
WITH SIDEWALK, CONCRETE 6 IN.;
NO EXPANSION JOINT
5'-0" x 5'-0" TREE GRATE AND FRAME,
SEE DETAILS, SHEET SD4.21
8"
SIDEWALK, CONCRETE.
SEE DETAIL 2, SHEET SD4.1
PAVER ROADWAY,
PERMEABLE PAVERS
SIDEWALK, CONCRETE.
SEE DETAIL 2, SHEET SD4.1
PAVER, TYPE 9 (ASPHALT),
SEE DETAIL 6, SD4.2
12"x1/2''Ø SMOOTH STEEL EPOXY COATED
DOWELS @ 18'' O.C., ONE END GREASED.
COLD JOINT
1/2" TOOLED SCORE (TYP.)
PAVER, TYPE 9, SEE DETAIL 6, SD4.2
12"x1/2''Ø SMOOTH STEEL EPOXY COATED
DOWELS @ 18'' O.C., ONE END GREASED.
PAVER ROADWAY,
PERMEABLE PAVERS
1/2" TOOLED SCORE (TYP.)
CURB, GRANITE, 6" WIDE,
TYPE 1. SEE DETAIL 1, SD4.3.
PAVER ROADWAY,
PERMEABLE PAVERS
PAVER, TYPE 9,
SEE DETAIL 6, SD4.2
1/2" TOOLED SCORE (TYP.)
5" MIN.
4"
4"
4"
4"
4"
4"
5" MIN.
TRANSITION - GRANITE CURB
TO SIDEWALK, CONCRETE.
SEE DETAIL 1, SHEET SD4.3
CURB, GRANITE, 6" WIDE,
TYPE 1. SEE DETAIL 1, SD4.3.
4 SCALE: 1/4" = 1'-0"
MONON TRAIL - SECTION AT PLAZA INTERSECTION
LAWN OR PLANT BED.
REFER TO LAYOUT PLANS.
PAVER EDGE RESTRAINT,
TYPE 1. SEE DETAIL 8, SD4.2
PAVERS, TYPE 9 (ASPHALT).
SEE DETAIL 6, SHEET SD4.2
PAVER EDGE RESTRAINT, TYPE 1.
SEE DETAIL 8, SD4.2
LAWN OR PLANT BED.
REFER TO LAYOUT PLANS.
PAVER EDGE RESTRAINT, TYPE 1.
SEE DETAIL 8, SD4.2
LAWN OR PLANT BED.
REFER TO LAYOUT PLANS.
PAVER EDGE RESTRAINT,
TYPE 1. SEE DETAIL 8, SD4.2
PAVERS, TYPE 9 (ASPHALT).
SEE DETAIL 6, SHEET SD4.2
VARIES;
SEE LAYOUT PLANS
13'-0"
MONON TRAIL
VARIES;
SEE LAYOUT PLANS
8'-0"
PEDESTRIAN PATH
VARIES;
SEE LAYOUT PLANS
CURB, GRANITE, 12" WIDE,
TYPE 1. SEE DETAIL 7,
SHEET SD4.4
21'-0"
PEDESTRIAN PATH
VARIES;
SEE LAYOUT PLANS
VARIES;
SEE LAYOUT PLANS
PAVER EDGE RESTRAINT,
TYPE 1. SEE DETAIL 8, SD4.2
LAWN OR PLANT BED.
REFER TO LAYOUT PLANS. PAVER EDGE RESTRAINT, TYPE 1.
SEE DETAIL 8, SD4.2
LAWN OR PLANT BED.
REFER TO LAYOUT PLANS.
3 SCALE: 1/4" = 1'-0"
MONON TRAIL - TYPICAL CROSS SECTION
PAVERS, TYPE 9 (ASPHALT).
SEE DETAIL 6, SHEET SD4.2
52'-0" (MEDIAN)
CURB, GRANITE, 12" WIDE,
TYPE 1. SEE DETAIL 7,
SHEET SD4.4
CURB, GRANITE, 12" WIDE,
TYPE 1. SEE DETAIL 7,
SHEET SD4.4
CURB, GRANITE, 12" WIDE,
TYPE 1. SEE DETAIL 7,
SHEET SD4.4
52'-0" (MEDIAN)
ADJACENT LAWN . HOLD
DOWN 1" FROM TOP OF
PAVEMENT
PAVER EDGE RESTRAINT, TYPE 1,
WRAP SIDE AND END OF PAVER
BAND. SEE DETAIL 8, SHEET SD4.2.
CONCRETE, SIDEWALK, 4"
PAVER, TYPE 6 (GRANITE)
SEE DETAIL 3, SHEET SD4.2
COMPACTED AGGREGATE, NO. 53
COMPACTED SUBGRADE
4"
3 3/4"
4"
1'-4"
5 SCALE: 1" = 1'-0"
PAVERS, TYPE 6 - BAND IN LAWN AREA
24" MIN.
UNLESS
OTHERWISE
NOTED
TYPICAL CONDITION CONDITION OVER SUSPENDED PAVEMENT
5" MIN.
3 1/2"
ADJACENT LAWN. HOLD
DOWN 1" FROM TOP OF
PAVEMENT
PAVER EDGE RESTRAINT, TYPE 1,
WRAP SIDE AND END OF PAVER
BAND. SEE DETAIL 8, SHEET SD4.2.
CONCRETE, SIDEWALK, 4"
PAVER, TYPE 6 (GRANITE)
SEE DETAIL 3, SHEET SD4.2
SUSPENDED PAVEMENT ASSEMBLY GEOGRID
SITE LAYOUT DETAILS
CK
PA
LW
KO
REFER TO DETAIL
SD4.7
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
GREASED. REFER TO DETAIL 1, SHEET SD4.1
1'-0" 1'-0"
SIDEWALK, CONCRETE 6 INCH,
REFER TO DETAIL 3, SHEET SD4.1
6"
10 SCALE: 1"=1'-0"
TRANSITION-CYCLE TRACK
6 3/4"
2 3/4"
4"
4"
PAVERS, TYPE 9, REFER TO
DETAIL 6, SHEET SD4.2
HAND-TIGHT BUTT JOINTS,
SWEEP FINE SAND IN JOINTS
COLD JOINT OR EXPANSION JOINT,
REFER TO CROSS SECTIONS
TOOLED SCORE JOINT
4"
4"
1'-0" 1'-0"
6"
SIDEWALK, CONCRETE,
REFER TO DETAIL 2, SHEET SD4.1
CONDITION AT SIDEWALK, CONCRETE
CONDITION OVER TOPSOIL, SUSPENDED PAVEMENT ASSEMBLY
2 3/4"
5" MIN.
4"
1'-0" 1'-0"
12" LONG x 3/8" Ø SMOOTH STEEL
EPOXY COATED DOWELS @ 18''
O.C., ONE END GREASED.
HAND-TIGHT BUTT JOINTS,
SWEEP FINE SAND IN JOINTS.
COLD JOINT OR EXPANSION JOINT,
REFER TO CROSS SECTIONS
TOOLED SCORE JOINT
6"
12" LONG x 3/8" Ø SMOOTH STEEL
EPOXY COATED DOWELS @ 18''
O.C., ONE END GREASED.
SUSPENDED PAVEMENT ASSEMBLY,
REFER TO DETAILS, SHEET SD6.2-6.4
SIDEWALK, CONCRETE 6 INCH TO EXTEND TO DECK
OF SUSPENDED PAVEMENT ASSEMBLY (MIN. 5" THICK)
WITH GEOTEXTILE SEPARATION
2 3/4"
5 1/4"
4"
PLANT BED, REFER TO SOILS
DETAILS AND LANDSCAPE PLAN
CONDITION AT PLANTING BED
8"
CURB TO BE INTEGRALLY POURED WITH
CONCRETE SUB-SLAB, NO EXPANSION JOINT
6"
2 3/4"
5" MIN.
TREE GRATE AND ANCHOR,
REFER TO SHEET SD4.21
CONDITION AT TREE GRATE
CURB TO BE INTEGRALLY POURED WITH
CONCRETE SUB-SLAB, NO EXPANSION JOINT
6"
SIDEWALK, CONCRETE,
REFER TO DETAIL 2, SHEET SD4.1
PAVERS, TYPE 9, REFER TO
DETAIL 6, SHEET SD4.2
HAND-TIGHT BUTT JOINTS, SWEEP
FINE SAND IN JOINTS
PAVERS, TYPE 9, REFER TO
DETAIL 6, SHEET SD4.2
HAND-TIGHT BUTT JOINTS, SWEEP
FINE SAND IN JOINTS
PAVERS, TYPE 9, REFER TO
DETAIL 6, SHEET SD4.2
GENERAL NOTES
1. REFER TO CROSS SECTIONS, SHEET SD4.7
2 3/4"
4"
4"
HAND-TIGHT BUTT JOINTS,
SWEEP FINE SAND IN JOINTS
COLD JOINT OR EXPANSION JOINT,
REFER TO CROSS SECTIONS
3 3/4"
4"
PAVERS, TYPE 2 (CLAY BRICK),
REFER TO DETAIL 24, SHEET SD4.2
CONDITION AT PAVERS, TYPE 2
12" LONG x 3/8" Ø SMOOTH STEEL EPOXY
COATED DOWELS @ 18'' O.C., ONE END GREASED.
5"
1'-0" 1'-0"
4"
PAVERS, TYPE 9 (2" ASPHALT),
REFER TO DETAIL 6, SHEET SD4.2
6 SCALE: 1"=1'-0"
TRANSITION-PAVERS, TYPE 9 (ASPHALT) TO PAVERS, TYPE 2
4"
3 3/4"
6" 6"
PAVER, TYPE 2 (CLAY BRICK),
REFER TO DETAIL 2, SHEET SD4.2
3 3/4"
4 SCALE: 1"=1'-0"
TRANSITION-PAVERS, TYPE 2 TO PAVERS, TYPE 6
12" x 1/2'' Ø SMOOTH STEEL DOWELS @
18'' O.C., ONE END GREASED, CORE
DRILL AND EPOXY , MIN 3" EMBEDMENT.
1/8" JOINT, SWEEP PRE-MIXED
POLYMERIC SAND IN JOINTS.
1/2" TAR IMPREGNATED NON-EXTRUDING
EXPANSION JOINT MATERIAL
1'-0" 1'-0"
PAVER, TYPE 3 REFER
TO DETAIL3, SHEET SD4.2
PAVER, TYPE 6 REFER TO DETAIL 3,
SHEET SD4.2
5 SCALE: 1"=1'-0"
PAVEMENT, STABILIZED DECOMPOSED GRANITE
4"
4"
3 3/4"
HOLD DOWN FINISH GRADE:
2" BELOW TOP OF PAVEMENT IN PLANT BED;
1" BELOW SODDED TURF; FLUSH WITH
STABILIZED DECOMPOSED GRANITE
PAVER EDGE RESTRAINT,
REFER TO DETAIL 8, SHEET SD4.2
COMPACTED AGGREGATE,
NO. 53 OVER COMPACTED
SUBGRADE OR TOPSOIL,
STRUCTURAL
4"
PAVERS, TYPE 2 (CLAY BRICK),
REFER TO DETAIL 4, SHEET SD4.2
EXTEND CONCRETE BASE BEYOND EDGE OF
PAVER TO MAINTAIN 3" CLEAR ON EDGE
RESTRAINT ANCHOR
REFER TO
SOIL PLAN
FOR DEPTH
TRANSITION-PAVERS, TYPE 2 TO PLANT BED; LAWN;
9 SCALE: 1" = 1'-0"
TRANSITION - STABILIZED DECOMPOSED GRANITE TO PAVER, TYPE 9
PAVER EDGE RESTRAINT,
STABILIZED DECOMPOSED SEE DETAIL 8, SHEET SD4.2.
GRANITE, SEE DETAIL 5,
SHEET SD4.1
GEOTEXTILE FABRIC
PAVERS, TYPE 9 (ASPHALT),
SEE DETAIL 6, SHEET SD4.2.
COMPACTED SUBGRADE
COMPACTED AGGREGATE,
NO. 53 BASE
6"
3"
4"
2 3/4"
VARIES,
MIN. 4"
4"
STABILIZED DECOMPOSED GRANITE,
SEE DETAIL 5, SHEET SD4.1
COMPACTED AGGREGATE,
NO. 53 BASE
GEOTEXTILE FABRIC
CURB, GRANITE, 12 IN WIDE, TYPE 1,
SEE DETAIL 7, SHEET SD4.4
12" WIDE EDPM WATERPROOF MEMBRANE ADHERED
TO STONE AND BURIED 1/2" BELOW TOP OF CURB
CONCRETE, CLASS A
TOPSOIL, AMENDED - PLANTING
SOIL, REFER TO SOIL PLANS.
CRIMP ANCHOR
EXTEND GEOTEXTILE AND GEOGRID
UNDER CONCRETE FOUNDATION
7 SCALE: 1" = 1'-0"
TRANSITION - STABILIZED DECOMPOSED GRANITE TO CURB
3 3/4"
GEOTEXTILE FABRIC COMPACTED SUBGRADE
COMPACTED AGGREGATE,
NO. 53 BASE
6"
PAVER EDGE RESTRAINT,
SEE DETAIL 8, SHEET SD4.2.
STABILIZED DECOMPOSED
GRANITE, SEE DETAIL 5,
SHEET SD4.1
PAVERS, TYPE 3 OR 6,
SEE DETAIL 3, SHEET SD4.2.
PCCP, 6 IN.
8 SCALE: 1" = 1'-0"
TRANSITION - STABILIZED DECOMPOSED GRANITE TO PAVER, TYPE 3 OR 6
SITE LAYOUT DETAILS
CK
PA
LW
KO
REFER TO DETAIL
SD4.6
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
APPROVED EQUAL NAIL 12" O.C, TYPICAL.
9"
2"
COMPACTED AGGREGATE
NO. 53 BASE. COMPACTED IN
LIFTS OF 6" DEPTH, MAX.
INDOT TYPE 1B GEOGRID.
INTEGRALLY FORMED,
POLYPROPYLENE, BI-AXIAL.
SUBGRADE TREATMENT TYPE III
GENERAL NOTES:
1. SUBGRADE TREATMENT TYPE II, UNDISTRIBUTED SHALL BE USED
UNDER PAVER, TYPE 2 AREAS AS DIRECTED BY ENGINEER.
1 SCALE: 1"=1'-0"
TRANSITION FROM PAVERS, TYPE 1 TO PAVERS, TYPE 2
PAVERS, TYPE 1 PAVERS, TYPE 2
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.
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 6 PAVER, 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 WITH CHIP STONE.
PAVER, TYPE 3, 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.
ASPHALT PRIME COAT.
COMPACTED AGGREGATE
NO. 53 BASE. COMPACTED
IN LIFTS OF 6" DEPTH, MAX.
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.
PCCP, 9 IN. ASPHALT PRIME COAT.
1'-3 1/8"
6"
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"
1'-0"
9"
9"
3 3/4"
6"
6"
3 3/4"
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.
COMPACTED AGGREGATE
NO. 53 BASE. COMPACTED IN
LIFTS OF 6" DEPTH, MAX.
INDOT TYPE 1B GEOGRID.
INTEGRALLY FORMED,
POLYPROPYLENE, BI-AXIAL.
SUBGRADE TREATMENT TYPE III
GENERAL NOTES:
1. SUBGRADE TREATMENT TYPE II, UNDISTRIBUTED SHALL BE USED
UNDER PAVER, TYPE 2 AREAS AS DIRECTED BY ENGINEER.
2 SCALE: 1"=1'-0"
TRANSITION FROM PAVERS, TYPE 2 (NON-PERMEABLE ROADWAY) TO PAVERS, TYPE 3 (GRANITE PLAZA)
REFER TO "CONCRETE JOINTING DETAIL"
1/8"
2'-0"
1/8"
SUBGRADE TREATMENT, TYPE III
SITE LAYOUT DETAILS
CK
PA
LW
KO
REFER TO DETAIL
SD4.5
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
CONCRETE FOUNDATION, SEE DETAIL 3, SD3.14.
TOPSOIL, AMENDED BELOW ROOT BALL,
COMPACTED TO 85-90% PROCTOR,
1 SCALE: 1" = 1'-0"
CURB, GRANITE, 6" WIDE, TYPE 1 - SECTION
1/2"
R1"
TREE GRATE & FRAME
SEE DETAILS, SHEET SD4.21
1/2" TAR IMPREGNATED NON-EXTRUDING
EXPANSION JOINT MATERIAL, SEALED
ROOTBALL
4"
MIN.
R1"
ROOTBALL
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.
CONCRETE, CLASS A
EXTEND GEOTEXTILE AND GEOGRID UNDER
CONCRETE FOUNDATION, SEE DETAIL 3, SD3.14.
6" 1'-0" 6"
6" 1'-0" 6"
2 - #5 BARS CONTINUOUS ALONG CURB. PROVIDE
TWO (2) 18" #5 DOWELS THROUGH EXPANSION
JOINTS. ALL STEEL REINFORCING, 3" CLEAR.
CONCRETE, CLASS A
EXTEND GEOTEXTILE AND GEOGRID UNDER
CONCRETE FOUNDATION, SEE DETAIL 3, SD3.14.
11"
4"
CURB PLATE, SEE DETAIL 3, SHEET SD4.22
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 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"
PAVER, TYPE 1 (PERMEABLE).
SEE DETAIL 1, SHEET SD4.2 6"
5 1/2"
TREE GRATE FLAT BAR
4 5/16"
TREE GRATE & FRAME
SEE DETAILS, SHEET SD4.21
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 (PERMEABLE).
SEE DETAIL 1, SHEET SD4.21
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" = 1'-0"
CURB, GRANITE, 6" WIDE, TYPE 2 - SECTION
2 SCALE: 1/2" = 1'-0"
CURB, GRANITE, 6" WIDE, TYPE 1 - PLAN (ADJACENT TO SIDEWALK)
6"
1
SD4.4
PAVERS, TYPE 1 (PERMEABLE).
SEE DETAIL 1, SHEET SD4.2.
CURB, GRANITE, 6"
WIDE, TYPE 1.
SIDEWALK, CONCRETE,
SEE DETAIL 2, SHEET SD4.1.
EXTENT OF CONCRETE, CLASS A
FOUNDATION, BELOW
1/2" TAR IMPREGNATED NON-EXTRUDING
EXPANSION JOINT MATERIAL, SEALED
3 SCALE: 1/2" = 1'-0"
CURB, GRANITE, 6" WIDE, TYPE 1 - PLAN (ADJACENT TO TREE GRATES & PLANT BEDS)
5' [+/-]
SQ. TREE GRATE
6"
PAVERS, TYPE 1 (PERMEABLE).
SEE DETAIL 1, SHEET SD4.2.
CURB, GRANITE, 6" WIDE, TYPE 1.
SIDEWALK, CONCRETE,
SEE DETAIL 2, SHEET SD4.1.
TREE GRATE PERIMETER FRAME
TYP. 1/4" X 3" X 2" TAB W/ 9/16"
HOLE FOR 1/2" CONCRETE
ANCHOR AT TREE GRATE FRAME
3/4"X 2" CONTINUOUS FLAT BAR
1/2" TAR IMPREGNATED NON- AT TREE GRATE FRAME
EXTRUDING EXPANSION
JOINT MATERIAL, w/ 1/2" DEEP
HEEL-GRADE SEALANT
1'-6" 1'-6" 1'-6"
3" 3"
5' SQ. TREE GRATE TYPE 1.
SEE DETAILS, SHEET SD4.21.
EXTENT OF CONCRETE, CLASS A
FOUNDATION BELOW
CONCRETE, CLASS A
1
SD4.4
5 SCALE: 1/2" = 1'-0"
CURB, GRANITE, 6" WIDE, TYPE 2 - PLAN
5' [+/-]
SQ. TREE GRATE
4A
SD4.4
CURB, GRANITE, 6" WIDE, TYPE 2.
4B
SD4.4
6
6" SD4.4
PAVERS, TYPE 1 (PERMEABLE),
SEE DETAIL 1, SHEET SD4.2.
CURB, GRANITE, 6" WIDE, TYPE 1.
SIDEWALK, CONCRETE,
SEE DETAIL 2, SHEET SD4.1.
1/2" TAR IMPREGNATED NON-
EXTRUDING EXPANSION
JOINT MATERIAL, w/ 1/2"
DEEP HEEL-GRADE SEALANT
5' SQ. TREE GRATE TYPE 1,
SEE DETAILS, SHEET SD4.21
EXTENT OF CONCRETE, CLASS A
FOUNDATION, BELOW
TYP. 1/4" X 3" X 2" TAB W/ 9/16"
HOLE FOR 1/2" CONCRETE
ANCHOR AT TREE GRATE FRAME
3/4"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"
CONCRETE, CLASS A
CURB PLATE, SEE DETAIL 3, SHEET SD4.21
6"
1'-0"
PAVER, TYPE 1 (PERMEABLE).
SEE DETAIL 1, SHEET SD4.2
3/8" 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
CONCRETE, CLASS A
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"
EXTEND GEOTEXTILE AND GEOGRID
UNDER CONCRETE FOUNDATION
7 SCALE: 1"=1'-0"
CURB, GRANITE, 12" WIDE, TYPE 1
6 SCALE: 1/2" = 1'-0"
CURB, GRANITE, 6" WIDE, TYPE 2 - ELEVATION
5' [+/-]
SQ. TREE GRATE
(BEYOND)
CONCRETE, CLASS A
2'-0" CURB CUT
1" MORTAR BED. STRIKE AND CONSOLIDATE
BED JOINTS, RAKE AND SEAL (TYP.)
2"
ANGLE STOCK PERIMETER FRAME.
SEE TREE GRATE DETAIL, SHEET SD4.21
3/4"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 3, SHEET SD4.21
CONCRETE, CLASS A FOUNDATION TO EXTEND
BEHIND GRANITE CURB SEE DETAIL 2, SHEET SD4.2
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 2.
8"
11"
1"
1'-0"
1'-4 1/4"
2"
11"
9 1/4"
3 3/4"
1'-3"
COMPACTED SUBGRADE
4" MIN.
SITE LAYOUT DETAILS
CK
PA
LW
KO
REFER TO DETAIL
SD4.4
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
W/ PEA GRAVEL AND COVER W/ FILTER FABRIC.
6'-0"
2'-3"
1:12 MAX SLOPE
11"
6" 1'-0"
5 1/2"
1'-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 1/2" Ø STAINLESS STEEL DOWELS,
TYP. 2 PER STONE; MIN 3" EMBEDMENT.
EXTEND GEOTEXTILE AND GEOGRID UNDER
CONCRETE FOUNDATION, SEE DETAIL 3, SD3.14.
ASPHALT PRIME COAT
4"
ASPHALT PRIME COAT
PAVER, TYPE 7. 2 1/4" CLAY PAVER WITH
DETECTABLE WARNING SURFACE, HAND-TIGHT
BUTT JOINTS, SWEEP PRE-MIXED POLYMERIC
SAND IN JOINTS.
4 SCALE: 1/2" = 1'-0"
CURB RAMP - PLAN
PAVER, TYPE 1. SEE DETAIL 3, SHEET SD3.14
CURB, GRANITE, 6" WIDE, TYPE 2
5
SD4.3
6
SD4.3
SIDEWALK, CONCRETE.
SEE DETAIL 2, SHEET SD3.14
1/2" TAR IMPREGNATED NON-EXTRUDING
EXPANSION JOINT MATERIAL, W/ 1/2" DEEP
HEEL-GRADE SEALANT
CURB, GRANITE, 6" WIDE, TYPE 1
SEE DETAIL 1, SHEET SD3.15
1/2" TAR IMPREGNATED
NON-EXTRUDING
EXPANSION JOINT
MATERIAL, W/ 1/2" DEEP
HEEL-GRADE SEALANT
CURB, GRANITE, 6" WIDE, TYPE 1
SEE DETAIL 1, SHEET SD3.15
1/2" TAR IMPREGNATED
NON-EXTRUDING
EXPANSION JOINT
MATERIAL, W/ 1/2" DEEP
HEEL-GRADE SEALANT
CURB, GRANITE, 6" WIDE, TYPE 3,
FLUSH, SEE DETAIL 6, SHEET 3.13
TOPSOIL / PLANTING BED,
TYP., SEE SOIL PLANS &
DETAIL 2, SHEET SD5.8
1" BULL NOSE TO ROUND
END OF CURB TO ALIGN
WITH BULL NOSE OF
PERPENDICULAR CURB
1" BULL NOSE TO ROUND END OF
CURB TO ALIGN WITH BULL NOSE
OF PERPENDICULAR CURB
1 SCALE: 1" = 1'-0"
CURB, GRANITE, 12" WIDE, TYPE 2
CURB, GRANITE, 12" WIDE, TYPE 1 (BEYOND)
CURB, GRANITE, 6" WIDE, TYPE 1
PAVER, TYPE 9 (ASPHALT).
SEE DETAIL 6, SHEET SD4.2
PAVERS, TYPE 1 (PERMEABLE).
SEE DETAIL 1, SHEET SD4.2
CURB, GRANITE, 12" WIDE, TYPE 2
1" MORTAR BED. STRIKE AND
CONSOLIDATE BED JOINTS.
RAKE AND SEAL (TYP.)
7" L x 1/2" Ø SST DOWEL. 2 PER
STONE; MIN. 3" EMBEDMENT
6"
1'-8"
1'-0"
PAVER, TYPE 5 (ADA).
SEE DETAIL 3, SHEET SD4.2
1/2" TAR-IMPREGNATED NON-EXTRUDING
EXPANSION JOINT MATERIAL, SEALED
CRIMP ANCHOR, 2 PER PIECE
CONCRETE, CLASS A
(3) #5 BARS, TOP AND BOTTOM, CONTINUOUS
ALONG CURB. PROVIDE TWO 18" #5 DOWELS
THROUGH EXPANSION JOINTS. ALL STEEL
COMPACTED SUBGRADE REINFORCING, 3" CLEAR
EXTEND GEOTEXTILE AND GEOGRID
UNDER CONCRETE FOUNDATION.
1"
4"
2 SCALE: 1" = 1'-0"
CURB, GRANITE, 6" WIDE, TYPE 3
PAVER, TYPE 1 (PERMEABLE).
SEE DETAIL 1, SHEET SD4.2
CURB, GRANITE, 6" WIDE, TYPE 3.
SET FLUSH WITH PAVER, TYPE 1.
PAVER, TYPE 7 (ADA).
1" MORTAR SETTING BED. SEE DETAIL.
STRIKE AND CONSOLIDATE BED
JOINTS, RAKE AND SEAL (TYP.)
EXTEND GEOTEXTILE AND GEOGRID
UNDER CONCRETE FOUNDATION.
(2) #5 BARS CONTINUOUS
ALONG CURB. PROVIDE TWO
18" #5 DOWELS THROUGH
EXPANSION JOINTS. ALL STEEL
REINFORCING, 3" CLEAR.
CONCRETE, CLASS A
4"
6"
6" 1'-0"
COMPACTED SUBGRADE
2'-3"
11"
1"
6"
7" L x 1/2" Ø SST DOWELS. 2 PER
STONE; MIN. 3" EMBEDMENT.
CURB, GRANITE, 6" WIDE, TYPE 1
(BEYOND). SEE DETAIL, THIS SHEET.
1/2" TAR IMPREGNATED
NON-EXTRUDING EXPANSION
JOINT MATERIAL, SEALED.
COLD JOINT
3 SCALE: 1" = 1'-0"
TRANSITION - CURB, GRANITE, 6" W, TYPE 1 TO CURB, GRANITE, 12" W, TYPE 2
EXISTING CURB, GRANITE, 12" WIDE, TYPE 2.
EXISTING PAVERS, TYPE 1.
PROTECT FROM DAMAGE
CURB, GRANITE 6" WIDE, TYPE 1, 8" DEPTH
HOLD FINISH GRADE (TOP OF MULCH)
DOWN 1" FROM TOP OF OF CURB
CONCRETE, CLASS A
1/2" TAR IMPREGNATED NON-EXTRUDING
EXPANSION JOINT MATERIAL, SEALED
1/2" TAR IMPREGNATED NON-EXTRUDING
EXPANSION JOINT MATERIAL, SEALED
11"
4"
6" 1'-0"
7" L x 1/2" Ø SST DOWEL. 2 PER
STONE; MIN. 3" EMBEDMENT
1" MORTAR BED. STRIKE AND CONSOLIDATE
BED JOINTS. RAKE AND SEAL (TYP.)
COMPACTED SUBGRADE
6" x 12" #5 BENT L-BAR AT 30" O.C.,
MIN. 6" EMBEDMENT IN CONCRETE
FOUNDATION, 3" CLEAR
(2) #5 BARS CONTINUOUS ALONG
CURB. PROVIDE TWO 18" #5 DOWELS
THROUGH EXPANSION JOINTS. ALL
STEEL REINFORCING, 3" CLEAR
5 1/2"
SITE LAYOUT DETAILS
CK
PA
LW
KO
REFER TO DETAIL
SD4.3
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
1 1/2" PVC SLEEVES OR CORE DRILLED HOLES AT 4'-0" O.C.
ALONG EDGE AND AT LOW POINTS. FILL WITH CHIP STONE.
GENERAL NOTES:
1. REFER TO TRANSITION DETAILS FOR ALL EDGE CONDITIONS.
2. SEE DETAIL 8, SHEET SD4.2 FOR PAVER EDGE RESTRAINT CONDITION.
3. CONCRETE DEPTH VARIES DEPENDENT ON CONDITION. SEE DETAILS, SHEET SD4.7.
CONDITION AT STRUCTURAL SOIL CONDITION AT SUSPENDED PAVEMENT
PAVER, TYPE 9 (2" ASPHALT), HAND-TIGHT BUTT JOINTS,
SWEEP FINE SAND IN JOINTS. SEE PLANS FOR PATTERN.
3/4" ROLLED BITUMINOUS SETTING BED
ASPHALT PRIME COAT
SIDEWALK, CONCRETE
COMPACTED AGGREGATE,
NO. 53 BASE
COMPACTED SUBGRADE
2 3/4"
4"
4"
1 1/2" PVC SLEEVES OR CORE DRILLED HOLES AT 4'-0" O.C.
ALONG EDGE AND AT LOW POINTS. FILL WITH CHIP STONE.
PAVER, TYPE 9 (2" ASPHALT), HAND-TIGHT BUTT JOINTS,
SWEEP FINE SAND IN JOINTS. SEE PLANS FOR PATTERN.
3/4" ROLLED BITUMINOUS SETTING BED
ASPHALT PRIME COAT
SIDEWALK, CONCRETE
STRUCTURAL SOIL
2 3/4"
4"
24",
UNLESS
OTHERWISE
NOTED
1 1/2" PVC SLEEVES OR CORE DRILLED HOLES AT 4'-0" O.C.
ALONG EDGE AND AT LOW POINTS. FILL WITH CHIP STONE.
PAVER, TYPE 9 (2" ASPHALT), HAND-TIGHT BUTT JOINTS,
SWEEP FINE SAND IN JOINTS. SEE PLANS FOR PATTERN.
3/4" ROLLED BITUMINOUS SETTING BED
ASPHALT PRIME COAT
SIDEWALK, CONCRETE, 6 INCH
SUSPENDED PAVEMENT ASSEMBLY,
SEE SHEETS SD6.1 - SD6.4.
2 3/4"
5" MIN.
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.
1 1/2" PVC SLEEVES OR CORE DRILLED HOLES AT 4'-0" O.C.
ALONG EDGE AND AT LOW POINTS. FILL WITH CHIP STONE.
COMPACTED SUBGRADE
COMPACTED AGGREGATE #53 BASE.
COMPACTED IN LIFTS OF 6" DEPTH, MAX.
3/4" ROLLED BITUMINOUS SETTING BED
ASPHALT PRIME COAT
7 SCALE: 1"=1'-0"
PAVERS, TYPE 10 (3" ASPHALT)
3 3/4"
9"
9"
COMPACTED SUBGRADE
COMPACTED #53 AGGREGATE.
4 SCALE: 1"=1'-0"
PAVERS, TYPE 7
REFER TO "CONCRETE JOINTING DETAIL"
PAVER, TYPE 7. 2 1/4" CLAY PAVER WITH
WARNING ELEMENTS. HAND-TIGHT BUTT JOINTS,
SWEEP PRE-MIXED POLYMERIC SAND IN JOINTS.
3/4" ROLLED BITUMINOUS SETTING BED.
ASPHALT PRIME COAT
PCCP, 4 INCH
1 1/2" PVC SLEEVES OR CORE DRILLED HOLES AT 4'-0" O.C.
ALONG EDGE AND AT LOW POINTS. FILL WITH CHIP STONE.
GENERAL NOTES:
1. REFER TO TRANSITION DETAILS FOR ALL EDGE CONDITIONS.
2. SEE DETAIL 8, SHEET SD4.2 FOR PAVER EDGE RESTRAINT CONDITION.
VARIES, MIN. 4"
SEE DETAILS 3 &
4, SHEET SD4.3
4"
2 SCALE: 1" = 1'-0"
PAVERS, TYPE 2
CONDITION IN MEDIAN
1 1/2" PVC SLEEVES OR CORE DRILLED HOLES AT 4'-0" O.C.
ALONG EDGE AND AT LOW POINTS. FILL WITH CHIP STONE.
GENERAL NOTES:
1. REFER TO TRANSITION DETAILS FOR ALL EDGE CONDITIONS.
2. SEE DETAIL 8, SHEET SD4.2 FOR PAVER EDGE RESTRAINT CONDITION.
3. CONCRETE DEPTH VARIES DEPENDENT ON CONDITION. SEE DETAILS, SHEET SD4.7.
CONDITION OVER ROADWAY CONDITION AT SUSPENDED PAVEMENT
PAVER, TYPE 9 (2" ASPHALT), HAND-TIGHT BUTT JOINTS,
SWEEP FINE SAND IN JOINTS. SEE PLANS FOR PATTERN.
1" ROLLED BITUMINOUS SETTING BED
ASPHALT PRIME COAT
SIDEWALK, CONCRETE
COMPACTED AGGREGATE,
NO. 53 BASE
COMPACTED SUBGRADE
2 3/4"
4"
4"
1 1/2" PVC SLEEVES OR CORE DRILLED HOLES AT 4'-0" O.C.
ALONG EDGE AND AT LOW POINTS. FILL WITH CHIP STONE.
PAVER, TYPE 9 (2" ASPHALT), HAND-TIGHT BUTT JOINTS,
SWEEP FINE SAND IN JOINTS. SEE PLANS FOR PATTERN.
1" ROLLED BITUMINOUS SETTING BED
ASPHALT PRIME COAT
PCCP, 6 INCH
COMPACTED AGGREGATE
NO. 53 BASE
3 3/4"
9"
9 1/8"
1 1/2" PVC SLEEVES OR CORE DRILLED HOLES AT 4'-0" O.C.
ALONG EDGE AND AT LOW POINTS. FILL WITH CHIP STONE.
PAVER, TYPE 9 (2" ASPHALT), HAND-TIGHT BUTT JOINTS,
SWEEP FINE SAND IN JOINTS. SEE PLANS FOR PATTERN.
1" ROLLED BITUMINOUS SETTING BED
ASPHALT PRIME COAT
SIDEWALK, CONCRETE, 6 INCH
SUSPENDED PAVEMENT ASSEMBLY,
SEE SHEETS SD6.2-SD6.4.
3 3/4"
5" MIN.
INDOT TYPE 1B GEOGRID, INTEGRALLY
FORMED, POLYPROPYLENE, BI-AXIAL.
SUBGRADE TREATMENT, TYPE III
BEDDING COURSE AGGREGATE,
#11 STONE
BASE COURSE AGGREGATE, #8 STONE
SUB-BASE COURSE AGGREGATE,
#2 STONE; IN 9" LIFTS
SUBGRADE TREATMENT, TYPE III
GEOGRID. INTEGRALLY FORMED,
POYPROPYLENE, BI-AXIAL;
SEE SPECIFICATION
AASHTO CLASS 2 NON-WOVEN
GEOTEXTILE FABRIC
JOINT FILLER AGGREGATE:
OPEN-GRADED, CRUSHED,
ANGULAR STONE FREE OF FINES
PAVER, TYPE 11, 2 3/4" CLAY PAVER,
HAND-TIGHT BUTT JOINTS, SEE PLANS
FOR PATTERN AND COLOR
1 SCALE: 1"=1'-0"
PAVERS, TYPE 1 (PERMEABLE)
2'-3"
9"
9"
4 1/4"
2"
2 3/4"
1'-6"
8 NOT TO SCALE
PAVER EDGE RESTRAINT, TYPE 1
SECTION
GENERAL NOTES:
1. REFER TO DETAILS, SHEET SD4.2 FOR PAVER DETAILS.
2. PAVER EDGE RESTRAINT SHALL BE USED WHERE PAVERS
ARE ADJACENT TO PLANTED AREAS, SEE SPECIAL
PROVISIONS FOR FURTHER REQUIREMENTS.
3. THE VERTICAL LEG OF THE EDGE RESTRAINT SHALL NOT
EXTEND ABOVE THE TOP ELEVATION OF THE PAVER.
4. THE VERTICAL LEG OF THE EDGE RESTRAINT SHALL EXTEND
TO COVER A MINIMUM OF 3/4 OF THE TOTAL THICKNESS
OF THE PAVER IN THE FINISH CONDITION.
5. IF THE EDGE OF THE PCCP, 4 INCH 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.
PAVER, TYPE VARIES. SEE LAYOUT PLANS.
3" MIN.,
4" MAX.
PCCP OR SIDEWALK, CONCRETE.
ROLLED BITUMINOUS SETTING BED, DEPTH VARIES.
DIMENSIONS SHOWN ON PLANS FOR
SIDEWALK WIDTH ARE TO THIS LINE.
PAVER RESTRAINT EDGING,
REFER TO SPECIAL PROVISIONS.
HOLD DOWN FINISH GRADE
ADJACENT TO EDGE RESTRAINT
PER TRANSITION DETAILS
1 1/2" OR LONGER TAPCON ANCHOR
OR APPROVED EQUAL; MIN. 3" FROM
EDGE OF CONCRETE AT 12" O.C.
AXONOMETRIC
TAPCON ANCHOR
CONNECTOR, PROVIDE 3/8" GAP PER
MANUFACTURER'S RECOMMENDATION
TAPCON ANCHOR
PAVERS, TYPE VARIES
SITE LAYOUT DETAILS
CK
PA
LW
KO
REFER TO DETAIL
SD4.2
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
REFER TO PLANS FOR SCORING
PATTERN, TRANSVERSE MEDIUM
BROOM FINISH ON ALL EXPOSED
SURFACES.
TOPSOIL, STRUCTURAL
GENERAL NOTES:
1. REFER TO "CONCRETE JOINTING DETAIL", TYP.
2. REFER TO TRANSITION DETAILS FOR ALL EDGE CONDITIONS.
3. REFER TO DETAIL 8; SHEET SD4.2 FOR EDGE RESTRAINT CONDITION.
3 SCALE: 1" = 1'-0"
SIDEWALK, CONCRETE, 6 INCH
4"
6"
24" DEPTH,
UNLESS
OTHERWISE
NOTED
6"
COMPACTED SUBGRADE
COMPACTED AGGREGATE, NO. 53
HOLD DOWN FINISH GRADE
1" SODDED LAWNS;
2" IN PLANT BEDS
TOPSOIL, STRUCTURAL
GENERAL NOTES:
1. REFER TO "CONCRETE JOINTING DETAIL", TYP.
2. REFER TO TRANSITION DETAILS FOR ALL EDGE CONDITIONS.
3. REFER TO DETAIL 8; SHEET SD4.2 FOR EDGE RESTRAINT CONDITION.
CONCRETE, CLASS A, SIDEWALK;
REFER TO PLANS FOR SCORING
PATTERN, TRANSVERSE MEDIUM
BROOM FINISH ON ALL EXPOSED
SURFACES.
CONCRETE, CLASS A, SIDEWALK;
REFER TO PLANS FOR SCORING
PATTERN, TRANSVERSE MEDIUM
BROOM FINISH ON ALL EXPOSED
SURFACES.
6 SCALE: 1" = 1'-0"
PAVEMENT, STABILIZED DECOMPOSED GRANITE
3"
GEOTEXTILE FABRIC
COMPACTED SUBGRADE
COMPACTED AGGREGATE, NO. 53
STABILIZED DECOMPOSED GRANITE
WITH PRE-BLENDED STABILIZER, REFER
TO SPECIAL PROVISIONS
TYPICAL CONDITION CONDITION OVER STRUCTURAL SOIL
GENERAL NOTES:
1. REFER TO TRANSITION DETAILS FOR ALL EDGE CONDITIONS.
3"
STABILIZED DECOMPOSED GRANITE
WITH PRE-BLENDED STABILIZER, REFER
TO SPECIAL PROVISIONS
DEPTH 24",
UNLESS
OTHERWISE
NOTED
TOPSOIL, STRUCTURAL
4" 4"
GEOTEXTILE FABRIC
COMPACTED AGGREGATE, NO. 53
TAPER TO 2" DEPTH
AT ROOT FLARE
3'-7"
9"
3"
TOPSOIL, AMENDED - PLANTING SOIL,
INSTALL IN 12" LIFTS, EACH
COMPACTED TO 70-80% PROCTOR
SUSPENDED PAVEMENT ASSEMBLY
UNDER PAVEMENT, SEE SOILS PLAN.
ROOT BALL, REFER TO PLANTING PLAN. HOLD
STONE AGGREGATE BELOW ROOT FLARE
STABILIZED DECOMPOSED GRANITE W/ PRE-BLENDED
STABILIZER. REFER TO SPECIAL PROVISIONS.
COMPACTED AGGREGATE, NO. 53
TO EXTEND TO DECK OF SOIL CELL
WITH GEOTEXILE SEPARATION.
GEOGRID
HEAVY GEOTEXTILE FABRIC TO LINE TOP OF
SOIL CELLS. LAP 5' MIN. OVER BOTTOM LIFT
OF COMPACTED AGGREGATE
ROOT BARRIER, TYP. HOLD DOWN 2"
BELOW TOP OF FINISHED PAVEMENT
4 1/2"
4 1/2"
CONDITION OVER SILVA CELL
PAVER EDGE RESTRAINT, TYPE 2. HOLD
DOWN 1" MIN. BLEOW FINISH GRADE
5 SCALE: 1" = 1'-0"
PCCP 12 IN., BAND
9"
9"
3 3/4"
1'-0"
1'-0"
FLUSH (1/4" DIFFERENCE MAX.)
EXISTING ROADWAY PAVEMENT OR
LOCAL STREET HMA PAVEMENT.
SEE CONSTRUCTION DETAILS.
1/4" RADIUS EDGE (TYPICAL)
PCCP, 12 IN BAND. TRANSVERSE MEDIUM BROOM FINISH.
SAWCUT CONTRACTION JOINTS 1'-0" O.C., 3" CLEAR MIN.,
UNLESS NOTED OTHERWISE.
#5 EPOXY-COATED REBAR CONT., w/ #4 BANDS
AT 36" O.C., 3" CLEAR MIN, ON ALL SIDES
1/2" SEALED EXPANSION JOINT
12" L x 5/8" Ø SMOOTH STEEL EPOXY-COATED
DOWEL AT 24" O.C., ONE END GREASED
PAVER, TYPE 2. SEE DETAIL 2, SHEET SD4.2.
COMPACTED #53 AGGREGATE
ON COMPACTED SUBGRADE
FULL-DEPTH SAWCUT
GEOTEXTILE FABRIC
TOPSOIL, STRUCTURAL
7 SCALE: 1-1/2" = 1'-0"
TRANSITION-PAVEMENT, STONE AGGREGATE TO PLANTING BED
PAVEMENT, STABILIZED DECOMPOSED GRANITE,
REFER TO DETAIL 7, SHEET SD4.1
GENERAL NOTES:
1. INSTALL EDGING PER MANUFACTURER'S INSTALLATION GUIDELINES.
2. EDGING SHALL BE 8'-0" SECTIONS CONNECTED WITH 2 - 2.75" SLIDING CONNECTORS.
3. CORNERS SHALL BE CONTINUOUS PER MANUFACTURER'S INSTALLATION GUIDELINES; REMOVE BASE TABS AND BEND TO FORM A CONTINUOUS CORNER.
7.5" HIGH x 8.5" ALUMINUM EDGE RESTRAINT
w/ BLACK ELECTROSTATICALLY APPLIED PAINT
HOLD DOWN FINISH GRADE
1/2" BELOW TOP OF PAVEMENT
10" X 3/8" LANDSCAPE SPIKE @ 12" O.C. MIN.,
STAGGER LAYOUT PER OPENINGS PROVIDED
3"
REFER TO
SOIL PLAN
FOR DEPTH
EXTEND TOPSOIL, STRUCTURAL
3" BEYOND METAL EDGING
3"
ISOMETRIC VIEW
CONNECTOR
EDGE RESTRAINT
SPIKE / ANCHOR
TOPSOIL, AMENDED,
REFER TO SOILS DETAILS
PAVEMENT, STABILIZED
DECOMPOSED GRANITE
SECTION
1'-6"
0 - 6"
R1"
6"
1"
CONCRETE, CLASS A. PROVIDE TWO (2) #5
DOWELS THROUGH EXPANSION JOINTS. ALL
STEEL REINFORCING, 2" CLEAR.
MEDIUM BROOM FINISH. SAWN CONTRACTION
JOINTS AT 6' O.C. U.N.O.
FINISH GRADE OF
PAVEMENT, VARIES
TOPSOIL, REFER TO
SOILS PLANS.
8 SCALE: 1" = 1'-0"
CURB, CONCRETE
4 SCALE: 1/2" = 1'-0"
DRIVE APPROACH
9"
3"
COMPACTED SUBGRADE
5'-6" 6"
+/- 2 % SLOPE
PAVER, TYPE 1 (PERMEABLE);
SEE DETAIL 1, SHEET SD4.2
2'-3"
5'-0" 6"
1 1/2" PVC SLEEVES OR CORE DRILLED HOLES AT
4'-0" O.C. ALONG EDGE AND AT LOW POINTS.
FILL WITH CHIP STONE.
PAVER, ASPHALT, 3 IN. HAND-TIGHT BUTT JOINTS.
SWEEP FINE SAND IN JOINTS. SEE PLANS FOR PATTERN.
ASPHALT PRIME COAT
PCCP. 9 IN.
SUBGRADE, COMPACTED TO 95% PROCTOR
COMPACTED AGGREGATE NO. 53
BASE. COMPACTED IN THREE 3 IN. LIFTS.
1/2" TOOLED SCORE
1/2" TAR IMPREGNATED
NON-EXTRUDING EXPANSION
JOINT MATERIAL, SEALED
3 3/4"
12"x1/2''Ø SMOOTH STEEL EPOXY COATED
DOWELS @ 18'' O.C., ONE END GREASED.
COLD JOINT
9"
3/4" ROLLED BITUMINOUS SETTING BED.
NEOPRENE MODIFIED ASPHALT ADHESIVE
3"
3" 3"
3"
3"
1'-0"
9"
3"
3"
3"
12"x1/2''Ø SMOOTH STEEL EPOXY COATED
DOWELS @ 18'' O.C., ONE END GREASED.
1/2" TOOLED SCORE
PCCP. 9 IN.
SITE LAYOUT DETAILS
CK
PA
LW
KO
REFER TO DETAIL
SD4.1
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
A3
U4 U4
Curb Ramp, Concrete.
Details 4, 5, & 6, Sheet SD4.4
Architectural Concrete Wall
Refer to Structural Plans
Screen Fence
Details, Sheet SD4.15
Seatwall
Detail 2, Sheet SD4.13
Sidewalk, Concrete
Detail 2, Sheet SD4.1
Curb, Granite, 6 inch, Type 1
Details 1, 2, & 3, Sheet SD4.3
Curb, Granite, 6 inch, Type 2
Details 4, 5, & 6, Sheet SD4.3
Curb, Granite, 12 inch, Type 1
Detail 7, Sheet SD4.3
Curb, Granite, 12 inch, Type 2
Detail 1, Sheet SD4.4
PCCP 12 IN., Band.
Detail 5, Sheet SD4.1
Curb, Concrete.
Detail 8, Sheet SD4.1
Drive Approach
Detail 4, Sheet SD4.1
Sidewalk, Concrete, 6 inch
Detail 3, Sheet SD4.1
Curb, Granite, 6 inch, Type 3
Detail 2, Sheet SD4.2
Luminare, Type S1.
Refer to Electrical Plans
Luminare, Type S2, S3, & S4.
Refer to Electrical Plans
Service Point
Refer to Electrical Plans
Receptacle, Pedestal,GFCI-Type 1
Detail 1A, Sheet SD4.27
Receptacle, Pedestal,GFCI-Type 2
Detail 1B, Sheet SD4.27
Luminare, Type S5 & S6.
Refer to Electrical Plans
Luminare, Type S7.
Refer to Electrical Plans
Luminare, Type S8.
Refer to Electrical Plans
Receptacle, Ground Box,GFCI
Detail 2, Sheet SD4.27
Charging Station
Details 3, Sheet SD4.27
Tree Grate, Type 1.
Details 1 & 2, Sheet SD4.28
Tree Grate, Type 2.
Details 5 & 6, Sheet SD4.28
Tree Grate, Type 3.
Details 1 & 2, Sheet SD4.29
Bench, Type 1.
Detail 1, Sheet SD 4.23
Bench, Type 2.
Detail 2, Sheet SD 4.23
Bench, Type 3.
Detail 3, Sheet SD 4.23
Bench, Type 4.
Detail 1, Sheet SD 4.24
Bench, Type 5.
Detail 2, Sheet SD 4.24
Receptacles, Trash & Recycle.
Detail 1, Sheet SD 4.26
Umbrella Base Anchor, Type 1
Detail 4, Sheet SD 4.22
Bike Rack, Type 1.
Detail 1, Sheet SD 4.21
Bike Rack, Type 2.
Detail 2, Sheet SD 4.21
Bike Fix Station.
Detail 3, Sheet SD 4.21
Bike/Ped Counter (Display).
Details 3 & 4, Sheet SD 4.22
Bike/Ped Counter (Sensor).
Detail 1 & 2, Sheet SD 4.22
Bench, Type 6.
Details 1 & 2, Sheet SD 4.25
Bike Rack, Type 3.
Refer to Manufacturer Details
Multi-Use Path.
Standard Drawing 10-20
Planting Bed or Lawn
Refer to Soil and Landscape Plans
Suspended Pavement Assembly
Details, Sheets SD6.2-6.4
Pavers, Type 1. (permeable)
Detail 1, Sheet SD4.2
Pavers, Type 2. (non-permeable)
Detail 2, Sheet SD4.2
Pavers, Type 3. (granite)
Detail 3, Sheet SD4.2
Pavers, Type 4. (granite- gauged)
Detail 3, Sheets SD4.2 & SD4.11
Pavers, Type 5. (granite ADA)
Detail 3, Sheet SD4.2
Pavers, Type 6. (granite 'curb')
Detail 3, Sheet SD4.2
Pavers, Type 7. (ADA)
Detail 4, Sheet SD4.2
Pavers, Type 8. (Parking)
Detail 5, Sheet SD4.2
Pavers, Type 9. (2" asphalt)
Detail 6, Sheet SD4.2
Pavers, Type 10. (3" asphalt)
Detail 7, Sheet SD4.2
Pavers, Bike Symbol
Detail 3, Sheet SD4.10
Pavement, Stabilized Decomposed
Detail 6, Sheet SD4.1
Monon Trail Intersection Approach
Detail 2, Sheet SD4.10
Cycle Track Intersection Approach
Detail 1, Sheet SD4.10
Drinking Fountain
Detail 3, Sheet SD4.25
Water Bollard
Details 4 & 5, Sheet SD4.25
Sanitary Dump
See Utility Plans
Trench Drain
Details, Sheet 4.14
Relocated Trike Rental Station
Coordinate w/ Manufacturer
Remove, Store, & Reset Existing Pylon
R
C1
C2
C3
P1
P2
P3
P4
P5
P6
P8
C4
E1
E2
E3
F1
F2
P7
C6
C7 P9
C9 P10
P11
E4
C10
C11
U1
L1
L2
P14
F3
TRAIL SIGN, SEE SHEETS SD4.31-SD4.38 FOR TRAIL
SIGNAGE MESSAGING AND DETAILS.
(SIGN MESSAGE DESIGNATION REVERSE SIDE)
(SIGN MESSAGE DESIGNATION)
(SIGN TYPE DESIGNATION)
TRAIL SIGN KEYNOTE LEGEND
XX
XX
XX
E5
E6
E7
E8 F4
F5
F6
F7
F8
F9
F10
F11
F12
F13
F14
F15
U2
U3
X1
F16
K1
E9
E10
A1
A2
X2
F17
C4
P12
P13
A3
U4
COMMUNITY GREEN DETAIL PLAN
PA
CK
AR
KO
1"=5'
SD3.10
SCALE: 1" = 10'
0' 2.5' 5' 10'
NORTH
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
23.000' LT
48.34
20.000' LT
50.34
20.000' LT
48.34
15.500' LT
50.34
15.500' LT
44.34
14.901' LT
38.18
23.000' LT
38.18
18.500' LT
40.18
18.500' LT
31.00
24.500' LT
29.00
20.000' LT
31.00
20.000' LT
40.18
23.000' LT
29.00
24.500' LT
29.00
26.000' LT
29.00
18.927' LT 32.62
18.040' LT
48.34
13.831' LT
9.34
26.000' LT
18.68
23.000' LT
17.68
23.000' LT
17.68
20.667' LT
76.68
24.000' LT
70.01
24.000' LT
0.68
26.000' LT
8.34
24.000' LT
1.68
24.000' LT
0.68
14.500' LT
0.68
8.000' LT
4.68
8.000' LT
2.68
0.500' LT
4.68
0.500' LT
9.34
2.000' LT
9.34
8.000' LT
9.45
8.000' LT
0.68
5.000' LT
17.68
7.611' LT
16.68
1.000' RT
18.68
1.000' RT
16.68
5.000' LT
18.68
7.502' LT
18.68
5.000' LT
26.01
1.000' RT
26.01
6.276' LT
28.00
10.000' RT
30.00
10.000' RT
28.00
4.000' RT
30.00
4.000' RT
29.00
5.550' LT
77.68
9.818' RT
69.01
2.576' RT
69.01
6.079' RT
60.68
1.784' RT
60.68
6.981' RT
49.34
0.214' LT
49.34
9.263' RT
59.68
7.134' RT
59.68
1.650' RT
48.34
5.500' RT
50.34
5.500' RT
48.34
1.000' RT
50.34
1.000' RT
29.00
13.308' RT
1.68
11.500' RT
0.68
11.500' RT
5.34
5.500' RT
4.34
5.500' RT
18.68
11.500' RT
17.68
11.500' RT
4.34
14.000' RT
0.68
14.000' RT
0.68
18.000' RT
10.68
14.000' RT
16.36
14.000' RT
8.68
8.500' RT
8.68
13.000' RT
10.68
8.500' RT
14.68
8.500' RT
10.68
13.000' RT
1.68
14.000' RT
5.34
14.000' RT
9.68
14.000' RT
18.68
13.984' RT
17.68
13.990' RT
14.68
14.000' RT
0.68
22.000' RT
1.68
23.500' RT
1.68
22.000' RT
9.68
26.000' RT
10.68
26.000' RT
4.34
22.000' RT
5.34
22.000' RT
0.68
23.500' RT
10.68
22.000' RT
9.68
22.000' RT
17.67
22.000' RT
18.68
21.986' RT
18.68
23.500' RT
17.68
23.500' RT 29.00
26.000' RT
30.00
26.000' RT
29.00
21.359' RT
30.00
21.255' RT
48.34
17.814' RT
49.34
17.542' RT
49.34
19.000' RT
48.34
19.000' RT
55.68
15.997' RT
55.68
26.000' RT
59.68
15.236' RT
60.68
15.074' RT
69.01
14.100' RT
59.68
16.000' RT
59.68
20.500' RT 61.68
20.500' RT
61.68
16.000' RT
69.01
26.000' RT
69.01
14.500' RT
71.01
14.500' RT
71.01
19.000' RT
77.68
26.000' RT
76.68
24.000' RT
50
2
--
F8
4.50'
F8
4.50'
F8
4.50'
F8
4.50'
F8
6.00'
F8
4.50'
F8
4.50'
F8
6.00'
F8
6.00'
F8
4.50'
F8
4.50'
F8
4.50'
P6
P3
P6
P6
P6
P6
P6
P6
P6
P6
P6
P6
P6
P6
P6 P6 P6
P6
P6
P6
P6
P6
P6
P6
P6
P6
P6 P6
P6 P6
P6
P6
P6
P6
P6
P3
P3
P3
P3
P3
P3
P3
P3
P3
P3
P3
P3
P3 P3
P3
P3
F9
20
XX
XX
28.30
1.750' LT
E4 E4
70.01
24.000' RT
69.01
19.000' RT
L2
L2
L2
L2
L2
L2
L2
L2
L2
L2
L2
L2
L2
L2
E8
2.68
5.000' LT
P6
9.34
21.000' LT
0.68
21.000' LT
P6
Curb Ramp, Concrete.
Details 4, 5, & 6, Sheet SD4.4
Architectural Concrete Wall
Refer to Structural Plans
Screen Fence
Details, Sheet SD4.15
Seatwall
Detail 2, Sheet SD4.13
Sidewalk, Concrete
Detail 2, Sheet SD4.1
Curb, Granite, 6 inch, Type 1
Details 1, 2, & 3, Sheet SD4.3
Curb, Granite, 6 inch, Type 2
Details 4, 5, & 6, Sheet SD4.3
Curb, Granite, 12 inch, Type 1
Detail 7, Sheet SD4.3
Curb, Granite, 12 inch, Type 2
Detail 1, Sheet SD4.4
PCCP 12 IN., Band.
Detail 5, Sheet SD4.1
Curb, Concrete.
Detail 8, Sheet SD4.1
Drive Approach
Detail 4, Sheet SD4.1
Sidewalk, Concrete, 6 inch
Detail 3, Sheet SD4.1
Curb, Granite, 6 inch, Type 3
Detail 2, Sheet SD4.2
Luminare, Type S1.
Refer to Electrical Plans
Luminare, Type S2, S3, & S4.
Refer to Electrical Plans
Service Point
Refer to Electrical Plans
Receptacle, Pedestal,GFCI-Type 1
Detail 1A, Sheet SD4.27
Receptacle, Pedestal,GFCI-Type 2
Detail 1B, Sheet SD4.27
Luminare, Type S5 & S6.
Refer to Electrical Plans
Luminare, Type S7.
Refer to Electrical Plans
Luminare, Type S8.
Refer to Electrical Plans
Receptacle, Ground Box,GFCI
Detail 2, Sheet SD4.27
Charging Station
Details 3, Sheet SD4.27
Tree Grate, Type 1.
Details 1 & 2, Sheet SD4.28
Tree Grate, Type 2.
Details 5 & 6, Sheet SD4.28
Tree Grate, Type 3.
Details 1 & 2, Sheet SD4.29
Bench, Type 1.
Detail 1, Sheet SD 4.23
Bench, Type 2.
Detail 2, Sheet SD 4.23
Bench, Type 3.
Detail 3, Sheet SD 4.23
Bench, Type 4.
Detail 1, Sheet SD 4.24
Bench, Type 5.
Detail 2, Sheet SD 4.24
Receptacles, Trash & Recycle.
Detail 1, Sheet SD 4.26
Umbrella Base Anchor, Type 1
Detail 4, Sheet SD 4.22
Bike Rack, Type 1.
Detail 1, Sheet SD 4.21
Bike Rack, Type 2.
Detail 2, Sheet SD 4.21
Bike Fix Station.
Detail 3, Sheet SD 4.21
Bike/Ped Counter (Display).
Details 3 & 4, Sheet SD 4.22
Bike/Ped Counter (Sensor).
Detail 1 & 2, Sheet SD 4.22
Bench, Type 6.
Details 1 & 2, Sheet SD 4.25
Bike Rack, Type 3.
Refer to Manufacturer Details
Multi-Use Path.
Standard Drawing 10-20
Planting Bed or Lawn
Refer to Soil and Landscape Plans
Suspended Pavement Assembly
Details, Sheets SD6.2-6.4
Pavers, Type 1. (permeable)
Detail 1, Sheet SD4.2
Pavers, Type 2. (non-permeable)
Detail 2, Sheet SD4.2
Pavers, Type 3. (granite)
Detail 3, Sheet SD4.2
Pavers, Type 4. (granite- gauged)
Detail 3, Sheets SD4.2 & SD4.11
Pavers, Type 5. (granite ADA)
Detail 3, Sheet SD4.2
Pavers, Type 6. (granite 'curb')
Detail 3, Sheet SD4.2
Pavers, Type 7. (ADA)
Detail 4, Sheet SD4.2
Pavers, Type 8. (Parking)
Detail 5, Sheet SD4.2
Pavers, Type 9. (2" asphalt)
Detail 6, Sheet SD4.2
Pavers, Type 10. (3" asphalt)
Detail 7, Sheet SD4.2
Pavers, Bike Symbol
Detail 3, Sheet SD4.10
Pavement, Stabilized Decomposed
Detail 6, Sheet SD4.1
Monon Trail Intersection Approach
Detail 2, Sheet SD4.10
Cycle Track Intersection Approach
Detail 1, Sheet SD4.10
Drinking Fountain
Detail 3, Sheet SD4.25
Water Bollard
Details 4 & 5, Sheet SD4.25
Sanitary Dump
See Utility Plans
Trench Drain
Details, Sheet 4.14
Relocated Trike Rental Station
Coordinate w/ Manufacturer
Remove, Store, & Reset Existing Pylon
R
C1
C2
C3
P1
P2
P3
P4
P5
P6
P8
C4
E1
E2
E3
F1
F2
P7
C6
C7 P9
C9 P10
P11
E4
C10
C11
U1
L1
L2
P14
F3
TRAIL SIGN, SEE SHEETS SD4.31-SD4.38 FOR TRAIL
SIGNAGE MESSAGING AND DETAILS.
(SIGN MESSAGE DESIGNATION REVERSE SIDE)
(SIGN MESSAGE DESIGNATION)
(SIGN TYPE DESIGNATION)
TRAIL SIGN KEYNOTE LEGEND
XX
XX
XX
E5
E6
E7
E8 F4
F5
F6
F7
F8
F9
F10
F11
F12
F13
F14
F15
U2
U3
X1
F16
K1
E9
E10
A1
A2
X2
F17
C4
P12
P13
A3
U4
ART PLAZA DETAIL PLAN
PA
CK
AR
KO
1"=5'
SD3.9
SCALE: 1" = 10'
0' 2.5' 5' 10'
NORTH
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
14.76
14.000' RT
14.76
16.000' RT
24.76
16.000' RT
34.76
16.000' RT
34.76
4.000' RT
16.00
3.500' LT
54.75
16.480' LT
54.75
11.000' LT
64.75
11.000' LT
64.75
16.398' LT
99.42
16.934' LT
99.42
11.000' LT
14.75
11.000' LT
14.75
16.808' LT
49.42
17.344' LT
49.42
11.000' LT
59.42
11.000' LT
59.42
17.262' LT
9.42
11.000' LT
9.42
17.672' LT 16.00
15.977' LT
16.00
11.000' LT
80.93
13.000' RT
3.0' 3.0' 3.0' 3.0'
33.26
13.000' RT
E4 E4 E4 E4
21
5
3
50
3
--
9.76
8.500' RT
14.76
4.000' RT
40
1
4
10.00'
99.43
4.000' RT
24.76
4.000' RT
10.00'
10.00' 10.00'
24.76
6.000' RT
14.76
6.000' RT
C2
C2
C2
C2
C2
C2 C2
C2
C2
P5
P3
P5
P3
P5
P3
15.00
6.000' RT
C2 C2
C2 C2
P12
E7 E7 E7 E7
E7
E7 F8
F8 F8
F8
F11 F11
L1 C1
L1
L1
L1
L1
L1 L1 L1
L1
L1
L1
L1
F15
38.76
5.250' RT F14
89.43
14.000' RT
24.76
14.000' RT
P12 Art Piece #3 P12
E8 E8
P9 P9 P13
60
1
--
16.93
21.000' RT
40
2
--
85.00
6.000' RT
Curb Ramp, Concrete.
Details 4, 5, & 6, Sheet SD4.4
Architectural Concrete Wall
Refer to Structural Plans
Screen Fence
Details, Sheet SD4.15
Seatwall
Detail 2, Sheet SD4.13
Sidewalk, Concrete
Detail 2, Sheet SD4.1
Curb, Granite, 6 inch, Type 1
Details 1, 2, & 3, Sheet SD4.3
Curb, Granite, 6 inch, Type 2
Details 4, 5, & 6, Sheet SD4.3
Curb, Granite, 12 inch, Type 1
Detail 7, Sheet SD4.3
Curb, Granite, 12 inch, Type 2
Detail 1, Sheet SD4.4
PCCP 12 IN., Band.
Detail 5, Sheet SD4.1
Curb, Concrete.
Detail 8, Sheet SD4.1
Drive Approach
Detail 4, Sheet SD4.1
Sidewalk, Concrete, 6 inch
Detail 3, Sheet SD4.1
Curb, Granite, 6 inch, Type 3
Detail 2, Sheet SD4.2
Luminare, Type S1.
Refer to Electrical Plans
Luminare, Type S2, S3, & S4.
Refer to Electrical Plans
Service Point
Refer to Electrical Plans
Receptacle, Pedestal,GFCI-Type 1
Detail 1A, Sheet SD4.27
Receptacle, Pedestal,GFCI-Type 2
Detail 1B, Sheet SD4.27
Luminare, Type S5 & S6.
Refer to Electrical Plans
Luminare, Type S7.
Refer to Electrical Plans
Luminare, Type S8.
Refer to Electrical Plans
Receptacle, Ground Box,GFCI
Detail 2, Sheet SD4.27
Charging Station
Details 3, Sheet SD4.27
Tree Grate, Type 1.
Details 1 & 2, Sheet SD4.28
Tree Grate, Type 2.
Details 5 & 6, Sheet SD4.28
Tree Grate, Type 3.
Details 1 & 2, Sheet SD4.29
Bench, Type 1.
Detail 1, Sheet SD 4.23
Bench, Type 2.
Detail 2, Sheet SD 4.23
Bench, Type 3.
Detail 3, Sheet SD 4.23
Bench, Type 4.
Detail 1, Sheet SD 4.24
Bench, Type 5.
Detail 2, Sheet SD 4.24
Receptacles, Trash & Recycle.
Detail 1, Sheet SD 4.26
Umbrella Base Anchor, Type 1
Detail 4, Sheet SD 4.22
Bike Rack, Type 1.
Detail 1, Sheet SD 4.21
Bike Rack, Type 2.
Detail 2, Sheet SD 4.21
Bike Fix Station.
Detail 3, Sheet SD 4.21
Bike/Ped Counter (Display).
Details 3 & 4, Sheet SD 4.22
Bike/Ped Counter (Sensor).
Detail 1 & 2, Sheet SD 4.22
Bench, Type 6.
Details 1 & 2, Sheet SD 4.25
Bike Rack, Type 3.
Refer to Manufacturer Details
Multi-Use Path.
Standard Drawing 10-20
Planting Bed or Lawn
Refer to Soil and Landscape Plans
Suspended Pavement Assembly
Details, Sheets SD6.2-6.4
Pavers, Type 1. (permeable)
Detail 1, Sheet SD4.2
Pavers, Type 2. (non-permeable)
Detail 2, Sheet SD4.2
Pavers, Type 3. (granite)
Detail 3, Sheet SD4.2
Pavers, Type 4. (granite- gauged)
Detail 3, Sheets SD4.2 & SD4.11
Pavers, Type 5. (granite ADA)
Detail 3, Sheet SD4.2
Pavers, Type 6. (granite 'curb')
Detail 3, Sheet SD4.2
Pavers, Type 7. (ADA)
Detail 4, Sheet SD4.2
Pavers, Type 8. (Parking)
Detail 5, Sheet SD4.2
Pavers, Type 9. (2" asphalt)
Detail 6, Sheet SD4.2
Pavers, Type 10. (3" asphalt)
Detail 7, Sheet SD4.2
Pavers, Bike Symbol
Detail 3, Sheet SD4.10
Pavement, Stabilized Decomposed
Detail 6, Sheet SD4.1
Monon Trail Intersection Approach
Detail 2, Sheet SD4.10
Cycle Track Intersection Approach
Detail 1, Sheet SD4.10
Drinking Fountain
Detail 3, Sheet SD4.25
Water Bollard
Details 4 & 5, Sheet SD4.25
Sanitary Dump
See Utility Plans
Relocated Trike Rental Station
Coordinate w/ Manufacturer
Remove, Store, & Reset Existing Pylon
R
C1
C2
C3
P1
P2
P3
P4
P5
P6
P8
C4
E1
E2
E3
F1
F2
P7
C6
C7 P9
C9 P10
P11
E4
C10
C11
U1
L1
L2
P14
F3
TRAIL SIGN, SEE SHEETS SD4.31-SD4.38 FOR TRAIL
SIGNAGE MESSAGING AND DETAILS.
(SIGN MESSAGE DESIGNATION REVERSE SIDE)
(SIGN MESSAGE DESIGNATION)
(SIGN TYPE DESIGNATION)
TRAIL SIGN KEYNOTE LEGEND
XX
XX
XX
E5
E6
E7
E8 F4
F5
F6
F7
F8
F9
F10
F11
F12
F13
F14
F15
U2
U3
X1
F16
K1
E9
E10
A1
A2 X2
F17
C4
P12
P13
A3
SCALE: 1" = 10'
0' 5' 10' 20'
SITE LAYOUT PLAN
PA
CK
AR
KO
1"=10'
SD3.8
NORTH
SEE SHEET SD3.7 - MATCH LINE 'M' STATION 28+17.50
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
0.65
26.000' LT
56.69
19.467' LT
20.97
24.559' LT
89.65
26.000' RT
88.81
2.765' RT
62.88
14.500' LT
81.31
2.765' RT
87.31
57.500' RT
89.36
1.110' RT
89.65
7.017' RT
54.11
0.858' RT
18.91
14.500' LT
39.61
11.760' LT
51.64
8.537' LT
82.31
4.500' LT
82.31
7.515' RT
61.04
12.265' RT
39.77
17.015' RT
62.09
7.000' LT
12.09
7.000' LT
37.09
22.000' RT
68.09
22.001' RT
88.31
7.515' RT
88.31
4.500' LT
86.82
2.765' RT
49.38
5.000' RT
62.88
5.000' RT
79.43
12.700' LT
29.43
12.700' LT
60.38
18.075' LT
69.43
19.000' RT
61.38
32.017' RT
61.38
18.067' LT
61.38
3.500' LT
38.59
71.950' RT
61.38
27.233' RT
68.75
32.017' RT
68.75
27.233' RT
69.43
4.000' RT
99.42
17.754' LT
95.38
12.500' LT 9.42
11.000' LT
9.42
17.672' LT
63.38
12.500' LT
Community Green
See Sheet SD 3.10
for Additional Detail
98.19
22.000' RT F9
F9
F9
71.81
46.500' RT
3.0' 3.0' 8.0' 3.0' 3.0'
F4 F4
62.88
9.000' RT
59.38
5.000' RT
83.03
13.214' RT
E4
E4
E4
10
--
--
40
1
3
21
4
3
40
1
4
C2
C2 C2
C2
C2
P5
P3
INSTALL SITE
FURNISHINGS AND
SIGNAGE OUTSIDE
PROJECT LIMIT LINE
AS INDICATED
INSTALL SITE
FURNISHINGS AND
SIGNAGE OUTSIDE
PROJECT LIMIT LINE
AS INDICATED
45.55
71.950' RT
45.55
32.017' RT
P4
P5
P6
P6
C2 C2
P3
E7
P9 P9 P9
P13
P9
P9
P9
P3
E6 E6
E7 E7
E7
E2
E2
F11
F13
X1
U1
U2
L1
L1
L1
L1
L1
L1
L1
L1
L1
L1
L1
L1 L1
L1
C1
P3
P3
3.0' 3.0' 3.0'
F9
25.82
46.500' LT F11
E8
E8
E8
E8
E8
12.09
7.000' LT P13 P9
P9
12.09
11.000' RT
60
1
--
56.58
0.856' RT
40
2
--
20
2
3
1
5
62.31
57.500' RT
40
2
--
61.38
11.000' LT
40
1
4
40
2
-- 99.42
11.000' LT
59.38
9.000' RT
41
2
--
60
1
--
16.93
21.000' RT
Curb Ramp, Concrete.
Details 4, 5, & 6, Sheet SD4.4
Architectural Concrete Wall
Refer to Structural Plans
Screen Fence
Details, Sheet SD4.15
Seatwall
Detail 2, Sheet SD4.13
Sidewalk, Concrete
Detail 2, Sheet SD4.1
Curb, Granite, 6 inch, Type 1
Details 1, 2, & 3, Sheet SD4.3
Curb, Granite, 6 inch, Type 2
Details 4, 5, & 6, Sheet SD4.3
Curb, Granite, 12 inch, Type 1
Detail 7, Sheet SD4.3
Curb, Granite, 12 inch, Type 2
Detail 1, Sheet SD4.4
PCCP 12 IN., Band.
Detail 5, Sheet SD4.1
Curb, Concrete.
Detail 8, Sheet SD4.1
Drive Approach
Detail 4, Sheet SD4.1
Sidewalk, Concrete, 6 inch
Detail 3, Sheet SD4.1
Curb, Granite, 6 inch, Type 3
Detail 2, Sheet SD4.2
Luminare, Type S1.
Refer to Electrical Plans
Luminare, Type S2, S3, & S4.
Refer to Electrical Plans
Service Point
Refer to Electrical Plans
Receptacle, Pedestal,GFCI-Type 1
Detail 1A, Sheet SD4.27
Receptacle, Pedestal,GFCI-Type 2
Detail 1B, Sheet SD4.27
Luminare, Type S5 & S6.
Refer to Electrical Plans
Luminare, Type S7.
Refer to Electrical Plans
Luminare, Type S8.
Refer to Electrical Plans
Receptacle, Ground Box,GFCI
Detail 2, Sheet SD4.27
Charging Station
Details 3, Sheet SD4.27
Tree Grate, Type 1.
Details 1 & 2, Sheet SD4.28
Tree Grate, Type 2.
Details 5 & 6, Sheet SD4.28
Tree Grate, Type 3.
Details 1 & 2, Sheet SD4.29
Bench, Type 1.
Detail 1, Sheet SD 4.23
Bench, Type 2.
Detail 2, Sheet SD 4.23
Bench, Type 3.
Detail 3, Sheet SD 4.23
Bench, Type 4.
Detail 1, Sheet SD 4.24
Bench, Type 5.
Detail 2, Sheet SD 4.24
Receptacles, Trash & Recycle.
Detail 1, Sheet SD 4.26
Umbrella Base Anchor, Type 1
Detail 4, Sheet SD 4.22
Bike Rack, Type 1.
Detail 1, Sheet SD 4.21
Bike Rack, Type 2.
Detail 2, Sheet SD 4.21
Bike Fix Station.
Detail 3, Sheet SD 4.21
Bike/Ped Counter (Display).
Details 3 & 4, Sheet SD 4.22
Bike/Ped Counter (Sensor).
Detail 1 & 2, Sheet SD 4.22
Bench, Type 6.
Details 1 & 2, Sheet SD 4.25
Bike Rack, Type 3.
Refer to Manufacturer Details
Multi-Use Path.
Standard Drawing 10-20
Planting Bed or Lawn
Refer to Soil and Landscape Plans
Suspended Pavement Assembly
Details, Sheets SD6.2-6.4
Pavers, Type 1. (permeable)
Detail 1, Sheet SD4.2
Pavers, Type 2. (non-permeable)
Detail 2, Sheet SD4.2
Pavers, Type 3. (granite)
Detail 3, Sheet SD4.2
Pavers, Type 4. (granite- gauged)
Detail 3, Sheets SD4.2 & SD4.11
Pavers, Type 5. (granite ADA)
Detail 3, Sheet SD4.2
Pavers, Type 6. (granite 'curb')
Detail 3, Sheet SD4.2
Pavers, Type 7. (ADA)
Detail 4, Sheet SD4.2
Pavers, Type 8. (Parking)
Detail 5, Sheet SD4.2
Pavers, Type 9. (2" asphalt)
Detail 6, Sheet SD4.2
Pavers, Type 10. (3" asphalt)
Detail 7, Sheet SD4.2
Pavers, Bike Symbol
Detail 3, Sheet SD4.10
Pavement, Stabilized Decomposed
Detail 6, Sheet SD4.1
Monon Trail Intersection Approach
Detail 2, Sheet SD4.10
Cycle Track Intersection Approach
Detail 1, Sheet SD4.10
Drinking Fountain
Detail 3, Sheet SD4.25
Water Bollard
Details 4 & 5, Sheet SD4.25
Sanitary Dump
See Utility Plans
Relocated Trike Rental Station
Coordinate w/ Manufacturer
Remove, Store, & Reset Existing Pylon
R
C1
C2
C3
P1
P2
P3
P4
P5
P6
P8
C4
E1
E2
E3
F1
F2
P7
C6
C7 P9
C9 P10
P11
E4
C10
C11
U1
L1
L2
P14
F3
TRAIL SIGN, SEE SHEETS SD4.31-SD4.38 FOR TRAIL
SIGNAGE MESSAGING AND DETAILS.
(SIGN MESSAGE DESIGNATION REVERSE SIDE)
(SIGN MESSAGE DESIGNATION)
(SIGN TYPE DESIGNATION)
TRAIL SIGN KEYNOTE LEGEND
XX
XX
XX
E5
E6
E7
E8 F4
F5
F6
F7
F8
F9
F10
F11
F12
F13
F14
F15
U2
U3
X1
F16
K1
E9
E10
A1
A2 X2
F17
C4
P12
P13
A3
SCALE: 1" = 10'
0' 5' 10' 20'
SITE LAYOUT PLAN
PA
CK
AR
KO
1"=10'
SD3.7
NORTH
SEE SHEET SD3.6 - MATCH LINE 'M' STATION 25+17.50
SEE SHEET SD3.8 - MATCH LINE 'M' STATION 28+17.50
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
33.13
17.010' RT
3.27
13.203' RT
0.68
18.008' RT
65.77
12.228' RT
16.19
11.862' RT
53.16
4.990' LT
62.09
7.000' LT
76.19
22.000' RT
6.19
22.000' RT
37.09
22.000' RT
77.68
3.688' LT
77.68
9.818' RT
R112.00'
R125.00'
R73.50'
R86.50'
R110.00'
R102.00'
R124.00'
R116.00'
Art Plaza
See Sheet SD 3.9
for Additional Detail
Community G
See Sheet SD 3.1
for Additional Det
F9
87.81
46.500' RT
3.0' 3.0' 3.0'
72.81
46.500' RT
3.0' 3.0' 8.0' 3.0' 3.0'
F4 F4
F4
F4
F4
F4
E4
E4
INSTALL SITE
FURNISHINGS AND
SIGNAGE OUTSIDE
PROJECT LIMIT LINE
AS INDICATED
INSTALL SITE
FURNISHINGS AND
SIGNAGE OUTSIDE
PROJECT LIMIT LINE
AS INDICATED
INSTALL SITE
FURNISHINGS AND
SIGNAGE OUTSIDE
PROJECT LIMIT LINE
AS INDICATED
INSTALL SITE
FURNISHINGS AND
SIGNAGE OUTSIDE
PROJECT LIMIT LINE
AS INDICATED
P9
P13
P9 P9 P9
P9
P9
P9 P9
P9
P9
P13
E6
E6
E6
E7
E7 E7
F11 F11
L1
L1
L1
L1
L1
L1
L1
L1
L1
L1
L1
L1
L1
L1
L1
L1
L1
5.82
46.500' LT
3.0' 3.0' 3.0' 3.0'
F11
F9
25.82
46.500' LT F11
Art Piece #2
E8
E8
E8
E8
E8
E8
E8
E8
12.09
E6 7.000' LT
97.86
12.000' RT
60
1
--
74.67
6.000' LT
40
2
--
99.67
6.000' LT
40
1
4
68.39
18.700' LT
41
4
4
28.30
1.750' LT
50
2
--
97.32
47.500' RT
41
1
--
20.32
47.000' RT
41
1
--
43.32
47.500' RT
41
1
--
20
2
3
1
5 62.09
11.000' RT
60
1
--
78.68
57.500' LT
78.67
12.185' LT
40
1
4
3.67
13.355' LT
40
2
--
3.68
57.500' LT
40
1
3
40
2
--
Curb Ramp, Concrete.
Details 4, 5, & 6, Sheet SD4.4
Architectural Concrete Wall
Refer to Structural Plans
Screen Fence
Details, Sheet SD4.15
Seatwall
Detail 2, Sheet SD4.13
Sidewalk, Concrete
Detail 2, Sheet SD4.1
Curb, Granite, 6 inch, Type 1
Details 1, 2, & 3, Sheet SD4.3
Curb, Granite, 6 inch, Type 2
Details 4, 5, & 6, Sheet SD4.3
Curb, Granite, 12 inch, Type 1
Detail 7, Sheet SD4.3
Curb, Granite, 12 inch, Type 2
Detail 1, Sheet SD4.4
PCCP 12 IN., Band.
Detail 5, Sheet SD4.1
Curb, Concrete.
Detail 8, Sheet SD4.1
Drive Approach
Detail 4, Sheet SD4.1
Sidewalk, Concrete, 6 inch
Detail 3, Sheet SD4.1
Curb, Granite, 6 inch, Type 3
Detail 2, Sheet SD4.2
Luminare, Type S1.
Refer to Electrical Plans
Luminare, Type S2, S3, & S4.
Refer to Electrical Plans
Service Point
Refer to Electrical Plans
Receptacle, Pedestal,GFCI-Type 1
Detail 1A, Sheet SD4.27
Receptacle, Pedestal,GFCI-Type 2
Detail 1B, Sheet SD4.27
Luminare, Type S5 & S6.
Refer to Electrical Plans
Luminare, Type S7.
Refer to Electrical Plans
Luminare, Type S8.
Refer to Electrical Plans
Receptacle, Ground Box,GFCI
Detail 2, Sheet SD4.27
Charging Station
Details 3, Sheet SD4.27
Tree Grate, Type 1.
Details 1 & 2, Sheet SD4.28
Tree Grate, Type 2.
Details 5 & 6, Sheet SD4.28
Tree Grate, Type 3.
Details 1 & 2, Sheet SD4.29
Bench, Type 1.
Detail 1, Sheet SD 4.23
Bench, Type 2.
Detail 2, Sheet SD 4.23
Bench, Type 3.
Detail 3, Sheet SD 4.23
Bench, Type 4.
Detail 1, Sheet SD 4.24
Bench, Type 5.
Detail 2, Sheet SD 4.24
Receptacles, Trash & Recycle.
Detail 1, Sheet SD 4.26
Umbrella Base Anchor, Type 1
Detail 4, Sheet SD 4.22
Bike Rack, Type 1.
Detail 1, Sheet SD 4.21
Bike Rack, Type 2.
Detail 2, Sheet SD 4.21
Bike Fix Station.
Detail 3, Sheet SD 4.21
Bike/Ped Counter (Display).
Details 3 & 4, Sheet SD 4.22
Bike/Ped Counter (Sensor).
Detail 1 & 2, Sheet SD 4.22
Bench, Type 6.
Details 1 & 2, Sheet SD 4.25
Bike Rack, Type 3.
Refer to Manufacturer Details
Multi-Use Path.
Standard Drawing 10-20
Planting Bed or Lawn
Refer to Soil and Landscape Plans
Suspended Pavement Assembly
Details, Sheets SD6.2-6.4
Pavers, Type 1. (permeable)
Detail 1, Sheet SD4.2
Pavers, Type 2. (non-permeable)
Detail 2, Sheet SD4.2
Pavers, Type 3. (granite)
Detail 3, Sheet SD4.2
Pavers, Type 4. (granite- gauged)
Detail 3, Sheets SD4.2 & SD4.11
Pavers, Type 5. (granite ADA)
Detail 3, Sheet SD4.2
Pavers, Type 6. (granite 'curb')
Detail 3, Sheet SD4.2
Pavers, Type 7. (ADA)
Detail 4, Sheet SD4.2
Pavers, Type 8. (Parking)
Detail 5, Sheet SD4.2
Pavers, Type 9. (2" asphalt)
Detail 6, Sheet SD4.2
Pavers, Type 10. (3" asphalt)
Detail 7, Sheet SD4.2
Pavers, Bike Symbol
Detail 3, Sheet SD4.10
Pavement, Stabilized Decomposed
Detail 6, Sheet SD4.1
Monon Trail Intersection Approach
Detail 2, Sheet SD4.10
Cycle Track Intersection Approach
Detail 1, Sheet SD4.10
Drinking Fountain
Detail 3, Sheet SD4.25
Water Bollard
Details 4 & 5, Sheet SD4.25
Sanitary Dump
See Utility Plans
Relocated Trike Rental Station
Coordinate w/ Manufacturer
Remove, Store, & Reset Existing Pylon
R
C1
C2
C3
P1
P2
P3
P4
P5
P6
P8
C4
E1
E2
E3
F1
F2
P7
C6
C7 P9
C9 P10
P11
E4
C10
C11
U1
L1
L2
P14
F3
TRAIL SIGN, SEE SHEETS SD4.31-SD4.38 FOR TRAIL
SIGNAGE MESSAGING AND DETAILS.
(SIGN MESSAGE DESIGNATION REVERSE SIDE)
(SIGN MESSAGE DESIGNATION)
(SIGN TYPE DESIGNATION)
TRAIL SIGN KEYNOTE LEGEND
XX
XX
XX
E5
E6
E7
E8 F4
F5
F6
F7
F8
F9
F10
F11
F12
F13
F14
F15
U2
U3
X1
F16
K1
E9
E10
A1
A2 X2
F17
C4
P12
P13
A3
SCALE: 1" = 10'
0' 5' 10' 20'
SITE LAYOUT PLAN
PA
CK
AR
KO
1"=10'
SD3.6
NORTH
SEE SHEET SD3.5 - MATCH LINE 'M' STATION 22+17.50
SEE SHEET SD3.7 - MATCH LINE 'M' STATION 25+17.50
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
C4
L2
L2
C11
E4
C2
R19.00'
R19.00'
R19.00'
R19.00'
R80.00'
R118.50'
R69.00'
R74.00'
8.00' 16.50'
2.50'
13.00'
5.00' 7.00'
P
6
5.00' 13.00' 8.50' 5.00' 5.00'
33.22
48.000' LT
40.32
38.000' LT
65.16
38.000' LT
65.15
26.000' LT
65.16
38.000' RT
40.32
38.000' RT
82.83
73.000' RT
33.23
48.000' RT
51.67
21.320' LT
65.66
6.502' LT
30.33
6.500' LT
43.16
57.500' LT
43.16
23.000' LT
72.27
7.000' LT
72.05
7.000' RT
34.27
6.998' LT
34.06
7.002' RT
37.33
14.500' LT
58.03
11.770' LT
73.10
7.733' LT
16.19
11.862' RT
60.13
7.479' RT
24.80
1.500' LT
65.16
70.000' LT
65.16
60.500' LT
65.16
56.500' LT
65.16
50.500' LT
43.18
50.500' RT
43.18
48.373' RT
65.17
60.500' RT
64.17
57.500' RT
65.17
50.500' RT
65.16
1.500' LT
60.19
2.500' RT
65.16
14.500' LT
60.66
6.500' LT
42.16
26.000' LT
42.16
14.500' LT
42.83
6.500' LT
42.16
26.000' RT
75.50
2.500' RT
12.83
21.000' RT
28.83
21.000' RT
8.16
6.500' LT
53.16
5.271' LT
3.16
3.803' RT
28.83
8.000' LT
28.83
5.500' LT
12.83
2.500' RT
E3
58.69
6.500' RT
3.0' 3.0'
60.19
9.500' RT
25.83
19.500' RT
15.83
19.500' RT
3.0' 3.0' 3.0' 3.0'
F4 F4
15.83
5.500' RT
63.16
19.000' RT
E4
E4
10
--
--
40
1
3
40
1
3
41
3C
--
40
1
4
40
1
4
L2
L2
L2
L2
L2 L2
L2
L2
L2 L2
L2
65.16
26.000' RT
65.17
70.000' RT
Project Limit Line
Project Limit Line
49.19
2.500' RT
49.19
9.500' RT
50.19
6.002' RT
63.66
6.500' LT
F16
P1
P1 P2
P2
60.50
3.000' RT
60.50
23.500' RT
90.50
23.500' RT
90.50
3.000' RT
E8
E8 E9
E8
E8
E9
E8
E9
E8 E9
E8
E8
INSTALL SITE
FURNISHINGS AND
SIGNAGE OUTSIDE
PROJECT LIMIT LINE
AS INDICATED
INSTALL SITE
FURNISHINGS AND
SIGNAGE OUTSIDE
PROJECT LIMIT LINE
AS INDICATED
63.66
48.000' LT
63.67
48.000' RT
Project Limit Line
65.17
56.500' RT
8.83
26.000' RT
F9
28.83
2.616' RT
P3
P3
P9
P9
E1
L1 L1
L1
L1 L1
C1
C1
P11 P9
P14 P14
P9
C1
E2
P9
P9
L1
E2
P13
E2 E2
E6
E6
F3
F12
U1 F13
U3
F3
U2 F3 F3
P13
P9
P13
P9
P9
P9
L1
L1
L1
L1
L1
L1
L1
L1
L1
L1
L1
L1 L1
L1
E2
E2
L1
X2
25.83
5.000' RT
8.83
1.500' LT
8.83
2.500' RT
47.30
46.500' LT
3.0' 3.0'
8.0'
3.0' 3.0'
F11
F9
F12 F12
L2
L2
L2
L2
39.17
57.500' RT
63.66
4.497' RT
41
3A
3B
20
2
3
1
5
68.16
23.000' LT
40
2
--
68.16
57.500' LT
40
2
--
20
2
3
1
5
29.83
4.683' RT
41
2
--
68.23
17.613' RT
60
1
--
Curb Ramp, Concrete.
Details 4, 5, & 6, Sheet SD4.4
Architectural Concrete Wall
Refer to Structural Plans
Screen Fence
Details, Sheet SD4.15
Seatwall
Detail 2, Sheet SD4.13
Sidewalk, Concrete
Detail 2, Sheet SD4.1
Curb, Granite, 6 inch, Type 1
Details 1, 2, & 3, Sheet SD4.3
Curb, Granite, 6 inch, Type 2
Details 4, 5, & 6, Sheet SD4.3
Curb, Granite, 12 inch, Type 1
Detail 7, Sheet SD4.3
Curb, Granite, 12 inch, Type 2
Detail 1, Sheet SD4.4
PCCP 12 IN., Band.
Detail 5, Sheet SD4.1
Curb, Concrete.
Detail 8, Sheet SD4.1
Drive Approach
Detail 4, Sheet SD4.1
Sidewalk, Concrete, 6 inch
Detail 3, Sheet SD4.1
Curb, Granite, 6 inch, Type 3
Detail 2, Sheet SD4.2
Luminare, Type S1.
Refer to Electrical Plans
Luminare, Type S2, S3, & S4.
Refer to Electrical Plans
Service Point
Refer to Electrical Plans
Receptacle, Pedestal,GFCI-Type 1
Detail 1A, Sheet SD4.27
Receptacle, Pedestal,GFCI-Type 2
Detail 1B, Sheet SD4.27
Luminare, Type S5 & S6.
Refer to Electrical Plans
Luminare, Type S7.
Refer to Electrical Plans
Luminare, Type S8.
Refer to Electrical Plans
Receptacle, Ground Box,GFCI
Detail 2, Sheet SD4.27
Charging Station
Details 3, Sheet SD4.27
Tree Grate, Type 1.
Details 1 & 2, Sheet SD4.28
Tree Grate, Type 2.
Details 5 & 6, Sheet SD4.28
Tree Grate, Type 3.
Details 1 & 2, Sheet SD4.29
Bench, Type 1.
Detail 1, Sheet SD 4.23
Bench, Type 2.
Detail 2, Sheet SD 4.23
Bench, Type 3.
Detail 3, Sheet SD 4.23
Bench, Type 4.
Detail 1, Sheet SD 4.24
Bench, Type 5.
Detail 2, Sheet SD 4.24
Receptacles, Trash & Recycle.
Detail 1, Sheet SD 4.26
Umbrella Base Anchor, Type 1
Detail 4, Sheet SD 4.22
Bike Rack, Type 1.
Detail 1, Sheet SD 4.21
Bike Rack, Type 2.
Detail 2, Sheet SD 4.21
Bike Fix Station.
Detail 3, Sheet SD 4.21
Bike/Ped Counter (Display).
Details 3 & 4, Sheet SD 4.22
Bike/Ped Counter (Sensor).
Detail 1 & 2, Sheet SD 4.22
Bench, Type 6.
Details 1 & 2, Sheet SD 4.25
Bike Rack, Type 3.
Refer to Manufacturer Details
Multi-Use Path.
Standard Drawing 10-20
Planting Bed or Lawn
Refer to Soil and Landscape Plans
Suspended Pavement Assembly
Details, Sheets SD6.2-6.4
Pavers, Type 1. (permeable)
Detail 1, Sheet SD4.2
Pavers, Type 2. (non-permeable)
Detail 2, Sheet SD4.2
Pavers, Type 3. (granite)
Detail 3, Sheet SD4.2
Pavers, Type 4. (granite- gauged)
Detail 3, Sheets SD4.2 & SD4.11
Pavers, Type 5. (granite ADA)
Detail 3, Sheet SD4.2
Pavers, Type 6. (granite 'curb')
Detail 3, Sheet SD4.2
Pavers, Type 7. (ADA)
Detail 4, Sheet SD4.2
Pavers, Type 8. (Parking)
Detail 5, Sheet SD4.2
Pavers, Type 9. (2" asphalt)
Detail 6, Sheet SD4.2
Pavers, Type 10. (3" asphalt)
Detail 7, Sheet SD4.2
Pavers, Bike Symbol
Detail 3, Sheet SD4.10
Pavement, Stabilized Decomposed
Detail 6, Sheet SD4.1
Monon Trail Intersection Approach
Detail 2, Sheet SD4.10
Cycle Track Intersection Approach
Detail 1, Sheet SD4.10
Drinking Fountain
Detail 3, Sheet SD4.25
Water Bollard
Details 4 & 5, Sheet SD4.25
Sanitary Dump
See Utility Plans
Relocated Trike Rental Station
Coordinate w/ Manufacturer
Remove, Store, & Reset Existing Pylon
R
C1
C2
C3
P1
P2
P3
P4
P5
P6
P8
C4
E1
E2
E3
F1
F2
P7
C6
C7 P9
C9 P10
P11
E4
C10
C11
U1
L1
L2
P14
F3
TRAIL SIGN, SEE SHEETS SD4.31-SD4.38 FOR TRAIL
SIGNAGE MESSAGING AND DETAILS.
(SIGN MESSAGE DESIGNATION REVERSE SIDE)
(SIGN MESSAGE DESIGNATION)
(SIGN TYPE DESIGNATION)
TRAIL SIGN KEYNOTE LEGEND
XX
XX
XX
E5
E6
E7
E8 F4
F5
F6
F7
F8
F9
F10
F11
F12
F13
F14
F15
U2
U3
X1
F16
K1
E9
E10
A1
A2 X2
F17
C4
P12
P13
A3
SCALE: 1" = 10'
0' 5' 10' 20'
SITE LAYOUT PLAN
PA
CK
AR
KO
1"=10'
SD3.5
NORTH
SEE SHEET SD3.4 - MATCH LINE 'M' STATION 19+42.50
SEE SHEET SD3.6 - MATCH LINE 'M' STATION 22+17.50
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
8.00'
C2
C2 C2
C2
C2
C2
C2
C2
C2
C3
C2
C3
C2
C2
C2
C2
C2 C2
C2
C4
C4
C4
C4
C4 C4
C4
C4
C4
C4
C4 C4
E4
E5
E4
E5
E5
E4 E5
E4
E4
C2
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
L2
L2
L2
L2
L2
L2 L2
L2
L2
L2
L2
L2 L2
L2
L2 L2
L2
L2 L2
C11
E4
P7
C2
R44.50'
R50.00'
R80.00'
R118.50'
R80.00'
R57.50'
R101.00'
R83.00'
R83.00'
2.50'
5.00' 13.00'
2.50'
2.68
48.000' RT
33.22
48.000' LT
71.69
48.000' LT
71.68
48.000' RT
33.67
48.000' RT
99.18
48.000' LT
60.18
48.000' LT
83.18
48.000' LT
6.18
48.000' LT
76.18
48.000' LT
68.18
48.000' RT
91.18
48.000' RT
83.18
48.000' RT
6.18
48.000' RT
37.18
48.000' RT
22.18
45.000' LT
27.25
39.929' LT
34.32
37.000' LT
19.54
37.000' LT
31.68
45.000' LT
29.18
45.000' LT
33.25
40.928' LT
40.32
38.000' LT
18.59
56.000' LT
35.75
52.963' LT
18.59
50.500' LT
0.61
52.963' LT
33.86
47.797' LT
2.50
47.797' LT
40.32
38.000' RT
29.18
45.000' RT
33.25
60.18 40.929' RT
45.000' RT
55.11
39.929' RT
48.04
37.000' RT
26.32
37.000' RT
14.18
45.000' RT
19.25
39.929' RT
45.18
45.000' RT
40.11
39.929' RT
33.04
37.000' RT
30.21
37.000' RT
65.59
51.000' RT
64.67
48.000' LT
33.67
45.201' LT
2.67
45.198' LT
34.50
39.692' RT
30.96
43.222' RT
33.23
48.000' RT
13.18
6.750' LT
76.06
11.774' LT
91.13
7.737' LT
52.47
7.737' LT
67.54
11.774' LT
88.24
14.500' LT
18.33
1.500' LT
91.37
5.216' RT
15.83
13.006' RT
95.86
7.312' RT
95.68
60.500' LT
18.68
50.500' LT
18.68
45.500' LT
25.68
60.500' LT
25.68
56.500' LT
40.68
60.500' LT
40.68
56.500' LT
40.68
50.500' LT
40.68
45.500' LT
17.77
50.500' LT
17.77
56.000' LT
25.68
60.500' LT
25.68
56.500' LT
25.68
50.499' LT
25.68
45.499' LT
10.68
60.500' LT
10.68
56.500' LT
16.33
70.000' LT
18.68
64.500' LT
18.68
68.362' LT
86.68
60.500' RT
2.68
70.21 60.500' RT
67.000' RT
70.21
70.000' RT
70.11
64.500' RT
68.12
56.000' RT
0.21
67.000' RT
0.21
70.000' RT
0.32
64.500' RT
2.30
56.000' RT
4.83
51.000' RT
48.68
45.500' RT
48.68
50.500' RT
10.68
45.500' RT
10.68
50.500' RT
40.68
70.000' RT
40.68
64.500' RT
25.68
50.500' RT
25.68
43.500' RT
48.68
50.500' RT
48.68
43.500' RT
63.68
50.500' RT
63.68
45.500' RT
25.68
56.500' RT
25.68
60.500' RT
25.68
45.500' RT
25.68
50.500' RT
35.20
50.500' RT
43.18
50.500' RT
43.18
48.373' RT
66.57
13.172' RT
66.57
8.400' RT
92.70
0.366' RT 42.70
2.041' RT
92.70
7.000' LT
65.70
7.000' LT
89.70
7.000' LT
13.70
7.000' LT
43.19
8.000' LT
43.19
5.500' LT
14.19
8.000' LT
17.71
10.372' RT
8.71
10.372' RT
8.71
3.373' RT
17.71
2.504' RT
23.19
5.500' LT
95.68
64.500' LT
87.68
56.500' LT
87.68
64.500' LT
10.68
64.500' LT
E5 E4 E5
E5
E5
E4
E5
E5
E3
E10
F6
F8
F8
F8
Spray Plaza
See Sheet AD2-SD 3.1
for Add Alternate
F9
F9
95.68
56.500' LT
F9
F9
3.0' 3.0' 8.0' 3.0' 3.0'
47.18
46.500' RT
16.21
7.374' RT
3.0' 3.0'
F4 F4
86.68
56.500' RT
2.68
56.500' RT
Merchants Bank Building
(future)
Midtown East
(future)
E4
E4
E4
L2
L2
L2
L2
L2
L2
10.00' 10.00' 10.00'
20.02
70.000' LT
Project Limit Line Project Limit Line
Project Limit Line
Project Limit Line
Project Limit Line
Project Limit Line
Project Limit Line
C7
C7
C7
49.19
2.500' RT
49.19
9.500' RT
50.19
6.002' RT
C3
C2
C3 C2
C2
P1
P1
A2
A2
A2
West Screen
See Sheet AD3-SD 3.1
for Add Alternate
East Screen
See Sheet AD4-SD 3.1
for Add Alternate
E1
E1
E1
E1 E1 E1
F1 F1 F1 F1 F1 F2
F1 F1 F1 F1 F2
E1
L1
L1
L1 L1
L1 L1
L1
L1 L1 L1
L1
L1
L1
L1
L1 L1 L1
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
C10 C10
C9
C9
P1
P1 P1 P1
P1
P1
P1
P1 P1
P1
P1
P1
P1
P1
P1
P9 P9 P11
P9
P9 P9
P10 P10 P9 P11 P9 P9 P9 P14
P9
C1
L1
C1
E2
P11
E6
E6
E6 E7 E7 E7
C1
F11
F12
C1
U2
P9
P9
P9
P9
P9
P9
P9 P13
P9
L1 L1
L1
L1 L1
L1
L1
L1
L1
L1
L1
L1
L1
L1
L1
L1
L1
L1 L1 L1 L1
L1
P9
P9
57.96
9.981' RT
60
1
--
20
2
5
1
5
76.86
6.500' LT
41
4
4
23.19
8.000' LT
23.69
6.500' LT
40
2
--
39.17
57.500' RT
40
2
--
14.19
5.500' LT
Curb Ramp, Concrete.
Details 4, 5, & 6, Sheet SD4.4
Architectural Concrete Wall
Refer to Structural Plans
Screen Fence
Details, Sheet SD4.15
Seatwall
Detail 2, Sheet SD4.13
Sidewalk, Concrete
Detail 2, Sheet SD4.1
Curb, Granite, 6 inch, Type 1
Details 1, 2, & 3, Sheet SD4.3
Curb, Granite, 6 inch, Type 2
Details 4, 5, & 6, Sheet SD4.3
Curb, Granite, 12 inch, Type 1
Detail 7, Sheet SD4.3
Curb, Granite, 12 inch, Type 2
Detail 1, Sheet SD4.4
PCCP 12 IN., Band.
Detail 5, Sheet SD4.1
Curb, Concrete.
Detail 8, Sheet SD4.1
Drive Approach
Detail 4, Sheet SD4.1
Sidewalk, Concrete, 6 inch
Detail 3, Sheet SD4.1
Curb, Granite, 6 inch, Type 3
Detail 2, Sheet SD4.2
Luminare, Type S1.
Refer to Electrical Plans
Luminare, Type S2, S3, & S4.
Refer to Electrical Plans
Service Point
Refer to Electrical Plans
Receptacle, Pedestal,GFCI-Type 1
Detail 1A, Sheet SD4.27
Receptacle, Pedestal,GFCI-Type 2
Detail 1B, Sheet SD4.27
Luminare, Type S5 & S6.
Refer to Electrical Plans
Luminare, Type S7.
Refer to Electrical Plans
Luminare, Type S8.
Refer to Electrical Plans
Receptacle, Ground Box,GFCI
Detail 2, Sheet SD4.27
Charging Station
Details 3, Sheet SD4.27
Tree Grate, Type 1.
Details 1 & 2, Sheet SD4.28
Tree Grate, Type 2.
Details 5 & 6, Sheet SD4.28
Tree Grate, Type 3.
Details 1 & 2, Sheet SD4.29
Bench, Type 1.
Detail 1, Sheet SD 4.23
Bench, Type 2.
Detail 2, Sheet SD 4.23
Bench, Type 3.
Detail 3, Sheet SD 4.23
Bench, Type 4.
Detail 1, Sheet SD 4.24
Bench, Type 5.
Detail 2, Sheet SD 4.24
Receptacles, Trash & Recycle.
Detail 1, Sheet SD 4.26
Umbrella Base Anchor, Type 1
Detail 4, Sheet SD 4.22
Bike Rack, Type 1.
Detail 1, Sheet SD 4.21
Bike Rack, Type 2.
Detail 2, Sheet SD 4.21
Bike Fix Station.
Detail 3, Sheet SD 4.21
Bike/Ped Counter (Display).
Details 3 & 4, Sheet SD 4.22
Bike/Ped Counter (Sensor).
Detail 1 & 2, Sheet SD 4.22
Bench, Type 6.
Details 1 & 2, Sheet SD 4.25
Bike Rack, Type 3.
Refer to Manufacturer Details
Multi-Use Path.
Standard Drawing 10-20
Planting Bed or Lawn
Refer to Soil and Landscape Plans
Suspended Pavement Assembly
Details, Sheets SD6.2-6.4
Pavers, Type 1. (permeable)
Detail 1, Sheet SD4.2
Pavers, Type 2. (non-permeable)
Detail 2, Sheet SD4.2
Pavers, Type 3. (granite)
Detail 3, Sheet SD4.2
Pavers, Type 4. (granite- gauged)
Detail 3, Sheets SD4.2 & SD4.11
Pavers, Type 5. (granite ADA)
Detail 3, Sheet SD4.2
Pavers, Type 6. (granite 'curb')
Detail 3, Sheet SD4.2
Pavers, Type 7. (ADA)
Detail 4, Sheet SD4.2
Pavers, Type 8. (Parking)
Detail 5, Sheet SD4.2
Pavers, Type 9. (2" asphalt)
Detail 6, Sheet SD4.2
Pavers, Type 10. (3" asphalt)
Detail 7, Sheet SD4.2
Pavers, Bike Symbol
Detail 3, Sheet SD4.10
Pavement, Stabilized Decomposed
Detail 6, Sheet SD4.1
Monon Trail Intersection Approach
Detail 2, Sheet SD4.10
Cycle Track Intersection Approach
Detail 1, Sheet SD4.10
Drinking Fountain
Detail 3, Sheet SD4.25
Water Bollard
Details 4 & 5, Sheet SD4.25
Sanitary Dump
See Utility Plans
Relocated Trike Rental Station
Coordinate w/ Manufacturer
Remove, Store, & Reset Existing Pylon
R
C1
C2
C3
P1
P2
P3
P4
P5
P6
P8
C4
E1
E2
E3
F1
F2
P7
C6
C7 P9
C9 P10
P11
E4
C10
C11
U1
L1
L2
P14
F3
TRAIL SIGN, SEE SHEETS SD4.31-SD4.38 FOR TRAIL
SIGNAGE MESSAGING AND DETAILS.
(SIGN MESSAGE DESIGNATION REVERSE SIDE)
(SIGN MESSAGE DESIGNATION)
(SIGN TYPE DESIGNATION)
TRAIL SIGN KEYNOTE LEGEND
XX
XX
XX
E5
E6
E7
E8 F4
F5
F6
F7
F8
F9
F10
F11
F12
F13
F14
F15
U2
U3
X1
F16
K1
E9
E10
A1
A2 X2
F17
C4
P12
P13
A3
SCALE: 1" = 10'
0' 5' 10' 20'
SITE LAYOUT PLAN
PA
CK
AR
KO
1"=10'
SD3.4
NORTH
SEE SHEET SD3.3 - MATCH LINE 'M' STATION 16+67.50
SEE SHEET SD3.5 - MATCH LINE 'M' STATION 19+42.50
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
C2
C3
C2
C2 C2 C2
C2
C2
62.72
50.500' RT
C2
C2
C2
C2
C2
C2
C2
C4
C4
C4 C4 C4
C4
C4
C4
C4 C4
C4
C4
C4
C11
C11
E4
E5
E4
E5
E5
E4
E4
E5
E4
F9
P5
P5
P5
P5
P6
P6
P6
P6
P6
P6
P6
P6
P6 P6
P6
C4 P6
P6 P6
P6
P6
P6
P6
P6
P7
P7
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8 P8
P8
P6
L2 L2
L2
L2
L2
L2
L2
L2 L2 L2
L2
L2
L2
L2
L2
L2
P6
P6
P6 P6
1.00'
5.00'
1.00'
7.00' 9.00'
P5
P5
P6
P6
P6
E4
E4
R80.00'
R83.00'
R87.00'
R83.00'
R101.00'
R17.00'
R15.50'
R27.50'
R26.00'
R13.50'
R15.00'
R16.75'
R27.00'
R27.00'
R9.00'
5.00' 13.00'
2.00'
10.00' 5.00'
66.70
48.000' RT
15.18
48.000' LT
38.18
48.000' LT
61.18
48.000' LT
53.18
48.000' LT
76.18
48.000' LT
15.17
48.000' RT
61.17
48.000' RT
38.17
48.000' RT
7.17
48.000' RT
76.70
47.997' LT
62.36
38.000' LT
78.20
38.000' LT
88.20
39.000' LT
55.20
39.000' LT 65.20
38.000' LT
81.04
38.000' LT
88.11
40.929' LT
92.18
45.000' LT
84.18
45.000' LT
89.25
39.929' LT
96.32
37.000' LT
18.09
37.000' LT
25.11
39.928' LT
30.18
45.000' LT
86.78
39.813' LT
90.42
43.240' LT
78.18
50.500' LT
78.18
48.414' LT
86.18
50.500' LT
82.29
44.303' LT
65.20
37.000' RT
65.59
51.000' RT
40.21
37.000' RT
33.14
39.929' RT
28.07
45.000' RT
80.03
37.000' RT
87.10
39.928' RT
90.64
43.464' RT
92.17
45.000' RT
68.86
37.000' RT
61.79
39.930' RT
62.04
39.692' RT
70.72
48.373' RT
62.72
48.172' RT
88.20
49.500' LT
55.20
49.500' LT
26.67
48.000' LT
94.68
48.000' LT
7.18
48.000' LT
64.67
48.000' LT
76.70
48.000' RT
78.20
27.000' RT
78.20
37.000' RT 88.20
38.000' RT
55.20
38.000' RT
26.67
48.000' RT
95.68
48.000' RT
84.17
48.000' RT
68.20
5.000' RT
78.70
7.000' LT
79.32
7.000' LT
66.20
57.500' LT
66.20
23.000' LT
73.70
7.000' LT
77.20
57.500' RT
40.21
67.000' RT
55.36
14.500' LT
76.06
11.774' LT
55.88
5.937' RT
10.06
3.282' RT
77.82
2.000' LT
76.70
7.000' LT
56.45
21.000' RT
78.20
60.500' LT
78.20
56.500' LT
78.20
50.500' LT 0.70
49.500' LT
0.70
42.500' LT
42.70
49.500' LT
42.70
42.500' LT
65.20
60.500' LT
65.20
56.500' LT
65.20
50.500' LT
66.70
48.000' LT
95.68
50.500' LT
95.68
45.500' LT
80.68
50.500' LT
80.68
45.500' LT
18.68
50.500' LT
33.68
50.500' LT
33.68
45.500' LT
78.20
60.500' RT
70.72
50.500' RT
70.72
56.500' RT
70.72
60.500' RT
78.20
56.500' RT
78.20
50.498' RT
62.72
60.500' RT
0.70
49.500' RT
0.70
42.500' RT
42.70
42.500' RT
65.20
50.500' RT
65.20
60.500' RT
65.20
56.500' RT
95.67
60.500' RT
95.67
56.500' RT
95.67
50.500' RT
95.67
45.500' RT
18.67
60.500' RT
34.67
60.500' RT
87.67
60.500' RT
3.67
60.500' RT
26.67
50.500' RT
26.67
45.500' RT
40.10
64.500' RT
40.10
70.000' RT
70.21
67.000' RT
70.21
70.000' RT
70.11
64.500' RT
68.12
56.000' RT
78.20
14.500' LT
88.20
21.000' LT
73.20
4.250' RT
73.20
2.000' RT
78.20
27.000' LT
88.20
26.000' LT
87.20
2.000' RT
87.20
8.000' LT
87.20
8.000' RT
9.92
22.407' RT
14.68
20.517' RT
10.47
23.798' RT
15.23
21.908' RT 37.35
22.496' RT
31.50
20.943' RT
31.89
19.496' RT
37.73
21.049' RT
54.70
8.000' RT
56.20
8.000' RT
88.70
2.000' RT
88.70
8.000' RT
56.20
8.000' LT
55.20
26.000' LT
55.20
21.000' LT
65.20
27.000' LT
65.20
14.500' LT
64.70
7.000' LT
65.20
2.000' LT
66.70
7.000' LT
65.20
27.000' RT
0.70
7.000' LT
26.67
7.000' LT
52.70
7.000' LT
99.62
23.000' RT
25.62
23.000' RT
51.62
23.000' RT
74.42
16.653' RT
43.79
21.000' RT
91.79
11.000' RT
43.79
11.000' RT
91.79
21.000' RT
65.20
14.000' RT
7.95
2.000' RT
24.53
2.000' RT
62.70
21.000' RT
77.70
11.500' RT
92.70
11.500' RT
78.20
2.000' LT
78.50
17.500' RT
55.70
12.750' RT
64.70
12.750' RT
55.70
7.750' RT
74.70
2.000' RT
77.70
2.000' RT
77.82
6.000' LT
77.82
8.000' LT 92.70
7.000' LT
42.70
7.000' LT
57.57
9.674' RT
57.57
13.172' RT
66.57
13.172' RT
66.57
8.400' RT
87.68
56.500' LT
87.68
64.500' LT
E4
E5 E5 E5
E5 E5 E5
E5
E4
E10
F5 F5 F5 F5
F6
Play Area
See Sheet AD1-SD 3.1
for Add Alternate
F9
F9
F9
95.46
7.000' RT
44.00
7.000' RT
72.25
7.000' RT
Ping
Pong
14.20
45.500' LT
3.0' 3.0' 3.0' 3.0'
41.20
45.500' LT
3.0' 3.0' 3.0' 3.0'
95.68
50.500' LT
95.68
43.500' LT
C2
3.0' 3.0' 8.0'
3.0' 3.0'
18.68
43.500' LT
97.18
46.500' LT
14.20
45.885' RT
3.0' 3.0' 3.0' 3.0'
41.20
45.885' RT
3.0' 3.0' 3.0' 3.0'
91.20
8.500' RT
3.0' 3.0' 3.0' 3.0'
92.70
3.147' RT
18.67
56.500' RT
34.67
56.500' RT
F4
F4 F4 F4
87.67
56.500' RT
3.67
56.500' RT
82.20
5.000' RT
E4
E4
E4
E4
E4
10
--
--
40
1
3
40
1
3
40
1
4
40
1
4
L2
L2
L2
L2
L2
L2
L2
L2
L2
L2
L2 L2
L2
L2
88.20
49.500' RT
55.20
49.500' RT
42.70
49.500' RT
Project Limit Line Project Limit Line Project Limit Line Project Limit Line
Project Limit Line Project Limit Line
Project Limit Line
63.26
23.000' RT
P1 P2
P1 P2
P1
P2
P1
P2
P5
P5
A1
A1
A1
E2
E2
E1
F1 F1 F1 F1 F1
F1 F1 F1 F1
L1 L1
L1
L1
L1
L1
L1
L1 L1 L1
L1
L1
L1
L1
L1
C1 C1 C1
C1 C1 C1
C1
C1
C1
C1
C1
C1
C1 C1
C1
C1
C1
C1
C1
C10
P1
P1
P1
P1
P1
P1 P1
P1 P1
P1
P1
P1
P2 P2
P2
P2 P2
P9 P14 P9 P9 P9 P9
P14 P14 P9 P9 P9
P11 P10
C10
E1 F1
C1
E2
C1
L1
L1
F1 E1
P11
P12 P12
P12
E7
E2
E2 E7 E7 E7
E7 E7 E7
E7
E6
E6
F10 F10
F10
F11 F11
F17
C10
F11
F11 F11
F17
F12
U1
E1 E1
P9
P13
P9
P13
P9 P9
P9 P9
P9
P9
P9
L1
L1
L1 L1 L1 L1 L1 L1
L1
L1
L1 L1
L1
L1
L1 L1
L1 L1
L1
L1
L1
L1
L1
L1
L1
L1
L1
L1
L1
P12 P12
P12
C10
C10
C10 C10
C10
P3
P3
P3
P3
P3
P3 P3
P3
P3
P3
P3
L2
L2
L2
L2
L2
L2
E8
E8
E8
E8
E8 E8
E8
P6
P6
C4
C4
C4
C4
C4
87.20
27.000' RT
56.20
27.000' RT
P11
P6
P11 P9
P9
62.72
56.500' RT
20
2
3
1
5
91.20
57.500' LT
40
2
--
96.20
23.000' LT
40
2
--
20
2
3
1
5
17.33
6.832' RT
41
4
4
74.70
9.000' RT
64.70
7.750' RT
60.20
6.749' RT
60
2
--
32.44
13.676' RT
60
1
--
20
2
5
1
5
Shuffleboard
See Details, Sheet SD 4.16
Curb Ramp, Concrete.
Details 4, 5, & 6, Sheet SD4.4
Architectural Concrete Wall
Refer to Structural Plans
Screen Fence
Details, Sheet SD4.15
Seatwall
Detail 2, Sheet SD4.13
Sidewalk, Concrete
Detail 2, Sheet SD4.1
Curb, Granite, 6 inch, Type 1
Details 1, 2, & 3, Sheet SD4.3
Curb, Granite, 6 inch, Type 2
Details 4, 5, & 6, Sheet SD4.3
Curb, Granite, 12 inch, Type 1
Detail 7, Sheet SD4.3
Curb, Granite, 12 inch, Type 2
Detail 1, Sheet SD4.4
PCCP 12 IN., Band.
Detail 5, Sheet SD4.1
Curb, Concrete.
Detail 8, Sheet SD4.1
Drive Approach
Detail 4, Sheet SD4.1
Sidewalk, Concrete, 6 inch
Detail 3, Sheet SD4.1
Curb, Granite, 6 inch, Type 3
Detail 2, Sheet SD4.2
Luminare, Type S1.
Refer to Electrical Plans
Luminare, Type S2, S3, & S4.
Refer to Electrical Plans
Service Point
Refer to Electrical Plans
Receptacle, Pedestal,GFCI-Type 1
Detail 1A, Sheet SD4.27
Receptacle, Pedestal,GFCI-Type 2
Detail 1B, Sheet SD4.27
Luminare, Type S5 & S6.
Refer to Electrical Plans
Luminare, Type S7.
Refer to Electrical Plans
Luminare, Type S8.
Refer to Electrical Plans
Receptacle, Ground Box,GFCI
Detail 2, Sheet SD4.27
Charging Station
Details 3, Sheet SD4.27
Tree Grate, Type 1.
Details 1 & 2, Sheet SD4.28
Tree Grate, Type 2.
Details 5 & 6, Sheet SD4.28
Tree Grate, Type 3.
Details 1 & 2, Sheet SD4.29
Bench, Type 1.
Detail 1, Sheet SD 4.23
Bench, Type 2.
Detail 2, Sheet SD 4.23
Bench, Type 3.
Detail 3, Sheet SD 4.23
Bench, Type 4.
Detail 1, Sheet SD 4.24
Bench, Type 5.
Detail 2, Sheet SD 4.24
Receptacles, Trash & Recycle.
Detail 1, Sheet SD 4.26
Umbrella Base Anchor, Type 1
Detail 4, Sheet SD 4.22
Bike Rack, Type 1.
Detail 1, Sheet SD 4.21
Bike Rack, Type 2.
Detail 2, Sheet SD 4.21
Bike Fix Station.
Detail 3, Sheet SD 4.21
Bike/Ped Counter (Display).
Details 3 & 4, Sheet SD 4.22
Bike/Ped Counter (Sensor).
Detail 1 & 2, Sheet SD 4.22
Bench, Type 6.
Details 1 & 2, Sheet SD 4.25
Bike Rack, Type 3.
Refer to Manufacturer Details
Multi-Use Path.
Standard Drawing 10-20
Planting Bed or Lawn
Refer to Soil and Landscape Plans
Suspended Pavement Assembly
Details, Sheets SD6.2-6.4
Pavers, Type 1. (permeable)
Detail 1, Sheet SD4.2
Pavers, Type 2. (non-permeable)
Detail 2, Sheet SD4.2
Pavers, Type 3. (granite)
Detail 3, Sheet SD4.2
Pavers, Type 4. (granite- gauged)
Detail 3, Sheets SD4.2 & SD4.11
Pavers, Type 5. (granite ADA)
Detail 3, Sheet SD4.2
Pavers, Type 6. (granite 'curb')
Detail 3, Sheet SD4.2
Pavers, Type 7. (ADA)
Detail 4, Sheet SD4.2
Pavers, Type 8. (Parking)
Detail 5, Sheet SD4.2
Pavers, Type 9. (2" asphalt)
Detail 6, Sheet SD4.2
Pavers, Type 10. (3" asphalt)
Detail 7, Sheet SD4.2
Pavers, Bike Symbol
Detail 3, Sheet SD4.10
Pavement, Stabilized Decomposed
Detail 6, Sheet SD4.1
Monon Trail Intersection Approach
Detail 2, Sheet SD4.10
Cycle Track Intersection Approach
Detail 1, Sheet SD4.10
Drinking Fountain
Detail 3, Sheet SD4.25
Water Bollard
Details 4 & 5, Sheet SD4.25
Sanitary Dump
See Utility Plans
Relocated Trike Rental Station
Coordinate w/ Manufacturer
Remove, Store, & Reset Existing Pylon
R
C1
C2
C3
P1
P2
P3
P4
P5
P6
P8
C4
E1
E2
E3
F1
F2
P7
C6
C7 P9
C9 P10
P11
E4
C10
C11
U1
L1
L2
P14
F3
TRAIL SIGN, SEE SHEETS SD4.31-SD4.38 FOR TRAIL
SIGNAGE MESSAGING AND DETAILS.
(SIGN MESSAGE DESIGNATION REVERSE SIDE)
(SIGN MESSAGE DESIGNATION)
(SIGN TYPE DESIGNATION)
TRAIL SIGN KEYNOTE LEGEND
XX
XX
XX
E5
E6
E7
E8 F4
F5
F6
F7
F8
F9
F10
F11
F12
F13
F14
F15
U2
U3
X1
F16
K1
E9
E10
A1
A2 X2
F17
C4
P12
P13
A3
SCALE: 1" = 10'
0' 5' 10' 20'
SITE LAYOUT PLAN
PA
CK
AR
KO
1"=10'
SD3.3
NORTH
SEE SHEET SD3.2 - MATCH LINE 'M' STATION 13+67.50
SEE SHEET SD3.4 - MATCH LINE 'M' STATION 16+67.50
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
C3
C2 C2
C2
C2
C2
C2
C2
62.72
50.500' RT
C2
C2
C2
C2
C2
C2 C2
C4
C4
C4 C4
C4
C5
C4
C4
C4 C4 C4
C11
C11
E4
F9
E5
E4
E4
E4
E4
E4
P6
P6
P7
P8
P7
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8 P8
P8
P8
P8
P8 P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
P8
L2
L2
L2
L2
L2
L2
L2
L2
L2 L2
L2
L2
L2 L2 L2 L2
L2
L2
L2 L2
L2 L2 L2
L2
R80.00'
R118.50'
R80.00'
R72.50'
R66.00'
R62.50'
5.00' 13.00' 8.00' 9.00' 8.00' 9.00'
13.00' 8.00'
2.00'
19.00' 5.00'
R
R11.00'
R16.00'
R16.00'
R16.00'
R16.75'
9.72
48.000' LT
47.72
48.000' LT
16.72
48.000' LT
9.72
48.000' RT
78.72
48.000' RT
51.94
48.000' RT
16.72
48.000' RT
21.22
48.000' LT
44.22
48.000' LT
13.22
48.000' LT
59.22
48.000' LT
82.22
48.000' LT
5.22
48.000' LT
28.22
48.000' LT
44.22
48.000' RT
21.22
48.000' RT
67.22
48.000' RT
90.22
48.000' RT
82.22
48.000' RT
5.22
48.000' RT
28.22
48.000' RT
1.72
50.500' LT
98.22
45.000' LT
94.15
40.929' LT
87.08
38.000' LT
76.70
47.997' LT
67.22
48.000' LT 78.72
48.000' LT
86.72
50.500' LT
86.72
45.500' LT
90.22
45.000' LT
2.36
37.000' LT
95.29
39.929' LT
39.72
50.500' LT
24.08
37.000' LT
51.22
45.000' LT
62.36
38.000' LT
55.29
40.929' LT
78.20
38.000' LT
24.72
27.000' RT
30.72
27.000' RT
68.86
37.000' RT
61.79
39.930' RT
62.04
39.692' RT
56.72
45.000' RT
25.36
37.000' RT
24.72
37.021' RT
18.29
39.929' RT
13.22
45.000' RT
59.22
45.000' RT
54.15
39.929' RT
47.08
37.000' RT
30.72
37.000' RT
98.22
45.000' RT
94.15
40.929' RT
87.08
38.000' RT
70.72
48.373' RT
47.72
45.500' RT
62.72
48.172' RT
58.50
43.222' RT
76.70
48.000' RT
78.20
27.000' RT
78.20
37.000' RT
76.95
7.000' LT
78.70
7.000' LT
73.70
7.000' LT
77.20
57.500' RT
34.70
14.500' LT
55.41
11.772' LT
70.47
7.735' LT
31.81
7.737' LT
67.59
14.500' LT
46.88
11.775' LT
87.40
2.000' LT
54.29
6.971' RT
87.95
10.205' RT
39.41
9.043' RT
17.62
13.000' RT
0.76
9.000' RT
20.95
7.000' LT
70.95
0.100' RT 20.95
2.222' RT
70.95
7.000' LT
11.26
7.000' LT
37.26
7.000' LT
76.70
7.000' LT
51.32
12.946' RT
66.17
5.987' RT
85.26
23.000' RT
11.26
23.000' RT
55.33
18.000' RT
56.45
21.000' RT
93.33
4.000' RT
55.33
4.000' RT
93.33
18.000' RT
84.71
2.127' RT
51.34
14.832' RT
49.72
26.000' RT
34.72
18.497' RT
49.72
13.663' RT
1.72
45.500' LT
1.72
50.500' LT
1.72
43.500' LT
24.72
50.500' LT
24.72
43.500' LT
36.22
45.000' LT
31.15
39.928' LT
39.72
45.500' LT
47.72
50.500' LT
47.72
45.500' LT
1.72
45.500' RT
1.72
50.500' RT
1.72
56.500' RT
1.72
60.500' RT
24.72
56.500' RT
24.72
60.500' RT
40.72
56.500' RT
40.72
60.500' RT
70.72
60.500' RT
86.72
60.500' RT
9.72
56.500' RT
9.72
60.500' RT
24.72
56.500' RT
24.72
60.500' RT
47.68
60.500' RT
62.68
56.500' RT
62.68
60.500' RT
85.72
60.500' RT
1.72
60.500' RT
24.72
56.500' RT
24.72
60.500' RT
31.72
56.500' RT
31.72
60.500' RT
24.72
50.500' RT
24.72
43.500' RT
62.68
45.500' RT
62.68
50.500' RT
47.68
50.500' RT
78.20
60.500' LT
78.20
56.500' LT
78.20
50.500' LT
9.72
50.500' RT
9.72
45.500' RT
78.20
60.500' RT
70.72
50.500' RT
70.72
56.500' RT
70.72
60.500' RT
78.20
56.500' RT
78.20
50.498' RT
62.72
60.500' RT
47.72
60.500' RT
47.72
50.500' RT
24.72
20.000' RT
30.72
19.257' RT
73.95
4.475' LT
78.20
14.500' LT
73.20
4.250' RT
73.20
2.000' RT
78.20
27.000' LT
87.20
2.000' RT
8.000' RT
88.40
79.92 21.000' RT
18.567' RT
66.93
16.784' RT
78.20
2.000' LT
E5
E5
E5
E5 E5 E5 E4
E5
E5
E5
E5
E5
E5 E5
94.26
20.500' RT
94.26
17.000' RT E10
F6
F5 F5
F5
F9
F9
E4
F9
3.22
46.500' LT
E5
3.0' 3.0' 8.0'
3.0' 3.0'
L2
47.68
43.500' RT
31.22
43.500' RT
3.0' 3.0' 3.0' 3.0'
46.18
46.500' RT
48.22
23.000' RT
34.72
26.000' RT
3.0' 3.0' 3.0' 3.0'
70.72
56.500' RT
86.72
56.500' RT
F4 F4
47.68
56.500' RT
F4
85.72
56.500' RT
1.72
56.500' RT
F4 F4
E4
E4
E4
40
1
4
L2
L2
L2
L2
L2
L2
L2
L2 L2
L2
0.76
8.000' LT
Project Limit Line Project Limit Line Project Limit Line Project Limit Line Project Limit Line
Project Limit Line Project Limit Line Project Limit Line
37.26
23.000' RT
63.26
23.000' RT
C2
C2
P1 P2
P1 P2
C2
P5
C2
C10
E1 E1 E1
E2
E1 E1 E1 E1
F1 F1 F1 F1 F1 F1
F1 F1
F1
F1 F1 F1 F1
L1
L1
L1 L1
L1
L1
F1 E1
L1
L1
L1
L1
L1 L1 L1
L1
L1
L1
L1 L1 L1
L1
L1
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
C10
C10
P1 P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1 P1
P1
P1
P1
P1 P1
P14 P9 P9 P9
P9 P9 P9 P14
P14
P11
P11
P12
P9
P12 P12 P12
E6
E6
E6
E6 E7 E7 E7
E7
E7 E7
P9
L1
L1
L1
L1
L1 L1
F1
F11
F11
F12
E7 E7
P13
P9
P9
P9
P9
P9
P13
P9
P13
P9
L1
L1 L1
L1
L1
L1
L1
L1
L1
L1
L1
P3
Art
Piece #1
E8
E8
E8
P6
P11
P6
P9 P11 P9
P9
P9
90.76
23.000' LT
90.76
57.500' LT
97.97
19.877' RT
60
1
--
20
2
5
1
5
44.72
7.000' LT
40
2
--
78.56
17.309' RT
41
4
-- 26.84
19.500' RT
60
4
--
47.72
56.500' RT
48.22
57.498' RT
62.72
56.500' RT
40
2
--
Bocce
See Details, Sheet SD 4.17
Curb Ramp, Concrete.
Details 4, 5, & 6, Sheet SD4.4
Architectural Concrete Wall
Refer to Structural Plans
Screen Fence
Details, Sheet SD4.15
Seatwall
Detail 2, Sheet SD4.13
Sidewalk, Concrete
Detail 2, Sheet SD4.1
Curb, Granite, 6 inch, Type 1
Details 1, 2, & 3, Sheet SD4.3
Curb, Granite, 6 inch, Type 2
Details 4, 5, & 6, Sheet SD4.3
Curb, Granite, 12 inch, Type 1
Detail 7, Sheet SD4.3
Curb, Granite, 12 inch, Type 2
Detail 1, Sheet SD4.4
PCCP 12 IN., Band.
Detail 5, Sheet SD4.1
Curb, Concrete.
Detail 8, Sheet SD4.1
Drive Approach
Detail 4, Sheet SD4.1
Sidewalk, Concrete, 6 inch
Detail 3, Sheet SD4.1
Curb, Granite, 6 inch, Type 3
Detail 2, Sheet SD4.2
Luminare, Type S1.
Refer to Electrical Plans
Luminare, Type S2, S3, & S4.
Refer to Electrical Plans
Service Point
Refer to Electrical Plans
Receptacle, Pedestal,GFCI-Type 1
Detail 1A, Sheet SD4.27
Receptacle, Pedestal,GFCI-Type 2
Detail 1B, Sheet SD4.27
Luminare, Type S5 & S6.
Refer to Electrical Plans
Luminare, Type S7.
Refer to Electrical Plans
Luminare, Type S8.
Refer to Electrical Plans
Receptacle, Ground Box,GFCI
Detail 2, Sheet SD4.27
Charging Station
Details 3, Sheet SD4.27
Tree Grate, Type 1.
Details 1 & 2, Sheet SD4.28
Tree Grate, Type 2.
Details 5 & 6, Sheet SD4.28
Tree Grate, Type 3.
Details 1 & 2, Sheet SD4.29
Bench, Type 1.
Detail 1, Sheet SD 4.23
Bench, Type 2.
Detail 2, Sheet SD 4.23
Bench, Type 3.
Detail 3, Sheet SD 4.23
Bench, Type 4.
Detail 1, Sheet SD 4.24
Bench, Type 5.
Detail 2, Sheet SD 4.24
Receptacles, Trash & Recycle.
Detail 1, Sheet SD 4.26
Umbrella Base Anchor, Type 1
Detail 4, Sheet SD 4.22
Bike Rack, Type 1.
Detail 1, Sheet SD 4.21
Bike Rack, Type 2.
Detail 2, Sheet SD 4.21
Bike Fix Station.
Detail 3, Sheet SD 4.21
Bike/Ped Counter (Display).
Details 3 & 4, Sheet SD 4.22
Bike/Ped Counter (Sensor).
Detail 1 & 2, Sheet SD 4.22
Bench, Type 6.
Details 1 & 2, Sheet SD 4.25
Bike Rack, Type 3.
Refer to Manufacturer Details
Multi-Use Path.
Standard Drawing 10-20
Planting Bed or Lawn
Refer to Soil and Landscape Plans
Suspended Pavement Assembly
Details, Sheets SD6.2-6.4
Pavers, Type 1. (permeable)
Detail 1, Sheet SD4.2
Pavers, Type 2. (non-permeable)
Detail 2, Sheet SD4.2
Pavers, Type 3. (granite)
Detail 3, Sheet SD4.2
Pavers, Type 4. (granite- gauged)
Detail 3, Sheets SD4.2 & SD4.11
Pavers, Type 5. (granite ADA)
Detail 3, Sheet SD4.2
Pavers, Type 6. (granite 'curb')
Detail 3, Sheet SD4.2
Pavers, Type 7. (ADA)
Detail 4, Sheet SD4.2
Pavers, Type 8. (Parking)
Detail 5, Sheet SD4.2
Pavers, Type 9. (2" asphalt)
Detail 6, Sheet SD4.2
Pavers, Type 10. (3" asphalt)
Detail 7, Sheet SD4.2
Pavers, Bike Symbol
Detail 3, Sheet SD4.10
Pavement, Stabilized Decomposed
Detail 6, Sheet SD4.1
Monon Trail Intersection Approach
Detail 2, Sheet SD4.10
Cycle Track Intersection Approach
Detail 1, Sheet SD4.10
Drinking Fountain
Detail 3, Sheet SD4.25
Water Bollard
Details 4 & 5, Sheet SD4.25
Sanitary Dump
See Utility Plans
Relocated Trike Rental Station
Coordinate w/ Manufacturer
Remove, Store, & Reset Existing Pylon
R
C1
C2
C3
P1
P2
P3
P4
P5
P6
P8
C4
E1
E2
E3
F1
F2
P7
C6
C7 P9
C9 P10
P11
E4
C10
C11
U1
L1
L2
P14
F3
TRAIL SIGN, SEE SHEETS SD4.31-SD4.38 FOR TRAIL
SIGNAGE MESSAGING AND DETAILS.
(SIGN MESSAGE DESIGNATION REVERSE SIDE)
(SIGN MESSAGE DESIGNATION)
(SIGN TYPE DESIGNATION)
TRAIL SIGN KEYNOTE LEGEND
XX
XX
XX
E5
E6
E7
E8 F4
F5
F6
F7
F8
F9
F10
F11
F12
F13
F14
F15
U2
U3
X1
F16
K1
E9
E10
A1
A2 X2
F17
C4
P12
P13
A3
SCALE: 1" = 10'
0' 5' 10' 20'
SITE LAYOUT PLAN
PA
CK
AR
KO
1"=10'
SD3.2
NORTH
SEE SHEET SD3.1 - MATCH LINE 'M' STATION 10+92.50
SEE SHEET SD3.3 - MATCH LINE 'M' STATION 13+67.50
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
P6
P6
P6
P6
P6
P6
P6
P6
P6
P6
P6
P6
P6
P6
P6
P6
P6
P6
P8
P8
P8
P8
L2
R8.00'
5.00' 13.00'
8.00' 9.00'
8.00' 9.00'
92.81
71.000' LT
92.59
71.000' RT
12.59
71.000' RT
13.83
82.000' LT
38.83
82.000' LT
64.76
71.000' LT
66.26
48.000' LT
66.26
8.000' RT
66.26
48.000' RT
65.76
57.500' LT
1.72
50.500' LT
64.76
38.000' LT
98.22
45.000' LT
94.15
40.929' LT
87.08
38.000' LT
64.76
27.000' LT
58.77
27.000' LT
59.04
38.000' LT
58.69
27.000' RT
64.76
27.000' RT
58.61
38.000' RT
98.22
45.000' RT
94.15
40.929' RT
87.08
38.000' RT
64.76
71.000' RT
64.76
38.000' RT
58.78
58.003' LT
2.77
41.694' LT
2.63
41.512' RT
65.76
23.000' LT
69.76
8.000' RT
58.71
7.000' LT
58.69
7.000' RT
58.61
58.000' RT
10.63
41.678' RT
10.77
41.681' LT
64.26
8.000' RT 0.76
9.000' RT
70.76
8.000' LT
13.59
71.000' RT
12.62
49.678' RT
92.71
5.500' LT
92.70
0.000' RT
92.69
5.500' RT
91.69
7.500' RT
57.72
9.496' LT
57.72
3.996' LT
57.72
1.503' RT
13.81
71.000' LT
12.78
49.681' LT
12.72
10.833' LT
2.72
10.833' LT
2.68
11.333' RT
12.68
11.333' RT
10.63
49.678' RT
10.78
49.681' LT
38.81
71.000' LT
38.78
58.062' LT
38.40
10.833' LT
38.47
11.333' RT
64.76
50.500' LT
64.76
56.500' LT
64.76
14.500' LT
64.76
13.000' RT
79.26
17.000' RT
79.26
20.500' RT
38.61
57.968' RT
38.59
71.000' RT
64.76
70.000' RT
64.76
50.500' RT
64.76
60.500' RT
64.76
56.500' RT
1.72
45.500' LT
1.72
45.500' RT
1.72
50.500' RT
1.72
56.500' RT
1.72
60.500' RT
94.26
20.500' RT
94.26
17.000' RT
F6 F9
E4
F9
20
2
5
70.76
9.000' RT
50
1
--
40
1
4
40
1
3
40
1
4
0.76
8.000' LT
Project Limit Line Project Limit Line
Project Limit Line
Project Limit Line Project Limit Line
Project Limit Line
Project Limit Line
Project Limit Line
P2 P1
P2 P1
E2
E2
L1
L1
L1
L1
L1
L1
C1
P1 P1
P1 P1
P2
P2
P2
P2
P2
P2
P2
P3
P3
P3
P3
P14 P14
P11 P9
P12 P12
P9
P9
L1
L1
L1
L1
E2
C1
C1
C1
K1
P13
P9
P13
P9
Art
Piece #1
E8
P4
57.72
3.503' RT
40
2
--
91.91
7.500' LT
21
4
5
1
5
90.76
40 23.000' LT
2
--
90.76
57.500' LT
40
2
--
Curb Ramp, Concrete.
Details 4, 5, & 6, Sheet SD4.4
Architectural Concrete Wall
Refer to Structural Plans
Screen Fence
Details, Sheet SD4.15
Seatwall
Detail 2, Sheet SD4.13
Sidewalk, Concrete
Detail 2, Sheet SD4.1
Curb, Granite, 6 inch, Type 1
Details 1, 2, & 3, Sheet SD4.3
R
C1
C2
A1
A2
A3
Curb, Granite, 6 inch, Type 2
Details 4, 5, & 6, Sheet SD4.3
Curb, Granite, 12 inch, Type 1
Detail 7, Sheet SD4.3
Curb, Granite, 12 inch, Type 2
Detail 1, Sheet SD4.4
PCCP 12 IN., Band.
Detail 5, Sheet SD4.1
Curb, Concrete.
Detail 8, Sheet SD4.1
Drive Approach
Detail 4, Sheet SD4.1
C3
C4
C6
C7
C9
C4
Sidewalk, Concrete, 6 inch
Detail 3, Sheet SD4.1
Curb, Granite, 6 inch, Type 3
Detail 2, Sheet SD4.2
Luminare, Type S1.
Refer to Electrical Plans
Luminare, Type S2, S3, & S4.
Refer to Electrical Plans
Service Point
Refer to Electrical Plans
Receptacle, Pedestal,GFCI-Type 1
Detail 1A, Sheet SD4.27
E1
E2
E3
E4
C10
C11
Receptacle, Pedestal,GFCI-Type 2
Detail 1B, Sheet SD4.27
Luminare, Type S5 & S6.
Refer to Electrical Plans
Luminare, Type S7.
Refer to Electrical Plans
Luminare, Type S8.
Refer to Electrical Plans
Receptacle, Ground Box,GFCI
Detail 2, Sheet SD4.27
Charging Station
Details 3, Sheet SD4.27
E5
E6
E7
E8
E9
E10
Tree Grate, Type 1.
Details 1 & 2, Sheet SD4.28
Tree Grate, Type 2.
Details 5 & 6, Sheet SD4.28
Tree Grate, Type 3.
Details 1 & 2, Sheet SD4.29
Bench, Type 1.
Detail 1, Sheet SD 4.23
Bench, Type 2.
Detail 2, Sheet SD 4.23
Bench, Type 3.
Detail 3, Sheet SD 4.23
F1
F2
F3
F4
F5
F6
Bench, Type 4.
Detail 1, Sheet SD 4.24
Bench, Type 5.
Detail 2, Sheet SD 4.24
Receptacles, Trash & Recycle.
Detail 1, Sheet SD 4.26
Umbrella Base Anchor, Type 1
Detail 4, Sheet SD 4.22
Bike Rack, Type 1.
Detail 1, Sheet SD 4.21
Bike Rack, Type 2.
Detail 2, Sheet SD 4.21
F7
F8
F9
F10
F11
F12
Bike Fix Station.
Detail 3, Sheet SD 4.21
Bike/Ped Counter (Display).
Details 3 & 4, Sheet SD 4.22
Bike/Ped Counter (Sensor).
Detail 1 & 2, Sheet SD 4.22
Bench, Type 6.
Details 1 & 2, Sheet SD 4.25
Bike Rack, Type 3.
Refer to Manufacturer Details
Multi-Use Path.
Standard Drawing 10-20
F13
F14
F15
F16
K1
F17
Planting Bed or Lawn
Refer to Soil and Landscape Plans
Suspended Pavement Assembly
Details, Sheets SD6.2-6.4
Pavers, Type 1. (permeable)
Detail 1, Sheet SD4.2
Pavers, Type 2. (non-permeable)
Detail 2, Sheet SD4.2
Pavers, Type 3. (granite)
Detail 3, Sheet SD4.2
Pavers, Type 4. (granite- gauged)
Detail 3, Sheets SD4.2 & SD4.11
P1
P2
P3
P4
L1
L2
Pavers, Type 5. (granite ADA)
Detail 3, Sheet SD4.2
Pavers, Type 6. (granite 'curb')
Detail 3, Sheet SD4.2
Pavers, Type 7. (ADA)
Detail 4, Sheet SD4.2
Pavers, Type 8. (Parking)
Detail 5, Sheet SD4.2
Pavers, Type 9. (2" asphalt)
Detail 6, Sheet SD4.2
Pavers, Type 10. (3" asphalt)
Detail 7, Sheet SD4.2
P5
P6
P8
P7
P9
P10
Pavers, Bike Symbol
Detail 3, Sheet SD4.10
Pavement, Stabilized Decomposed
Detail 6, Sheet SD4.1
Monon Trail Intersection Approach
Detail 2, Sheet SD4.10
Cycle Track Intersection Approach
Detail 1, Sheet SD4.10
Drinking Fountain
Detail 3, Sheet SD4.25
Water Bollard
Details 4 & 5, Sheet SD4.25
P11
U1
P14
U2
P12
P13
Pavement, Stabilized Decomposed
Sanitary Dump
See Utility Plans
Relocated Trike Rental Station
Coordinate w/ Manufacturer
Remove, Store, & Reset Existing Pylon
TRAIL SIGN, SEE SHEETS SD4.31-SD4.38 FOR TRAIL
SIGNAGE MESSAGING AND DETAILS.
(SIGN MESSAGE DESIGNATION REVERSE SIDE)
(SIGN MESSAGE DESIGNATION)
(SIGN TYPE DESIGNATION)
TRAIL SIGN KEYNOTE LEGEND
XX
XX
XX
U3
X1
X2
SITE LAYOUT PLAN
PA
CK
AR
KO
1"=10'
SD3.1
SEE SHEET SD3.2 - MATCH LINE 'M' STATION 10+92.50
NORTH SCALE: 1" = 10'
0' 5' 10' 20'
RECOMMENDED
FOR APPROVAL
LANDSCAPE ARCHITECT DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
CITY OF CARMEL SCALE BRIDGE FILE
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
05.01.2018
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
E
R
L
R
1
L
S
E
F
S
P
R
O
W
I
NO.
A
STATE OF
D
N
I
O
I
N
L
A
A
I
N
10 1 17
N
G
I
N
E
02
E
F.
E
R
A
I
G
E
I
E
T
S
M
L
L
A
D
H
II
1"=5'
1"=5'
CROSS SECTIONS XS28
LINE 'M'
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
E
R
L
R
1
L
S
E
F
S
P
R
O
W
I
NO.
A
STATE OF
D
N
I
O
I
N
L
A
A
I
N
10 1 17
N
G
I
N
E
02
E
F.
E
R
A
I
G
E
I
E
T
S
M
L
L
A
D
H
II
1"=5'
1"=5'
CROSS SECTIONS XS27
LINE 'M'
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
E
R
L
R
1
L
S
E
F
S
P
R
O
W
I
NO.
A
STATE OF
D
N
I
O
I
N
L
A
A
I
N
10 1 17
N
G
I
N
E
02
E
F.
E
R
A
I
G
E
I
E
T
S
M
L
L
A
D
H
II
1"=5'
1"=5'
CROSS SECTIONS XS26
LINE 'M'
16-ENG-22
.
16-ENG-22
-
E
R
L
R
1
L
S
E
F
S
P
R
O
W
I
NO.
A
STATE OF
D
N
I
O
I
N
L
A
A
I
N
10 1 17
N
G
I
N
E
02
E
F.
E
R
A
I
G
E
I
E
T
S
M
L
L
A
D
H
II
1"=5'
1"=5'
CROSS SECTIONS XS25
LINE 'M'
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
E
R
L
R
1
L
S
E
F
S
P
R
O
W
I
NO.
A
STATE OF
D
N
I
O
I
N
L
A
A
I
N
10 1 17
N
G
I
N
E
02
E
F.
E
R
A
I
G
E
I
E
T
S
M
L
L
A
D
H
II
1"=5'
1"=5'
CROSS SECTIONS XS24
LINE 'M'
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
E
R
L
R
1
L
S
E
F
S
P
R
O
W
I
NO.
A
STATE OF
D
N
I
O
I
N
L
A
A
I
N
10 1 17
N
G
I
N
E
02
E
F.
E
R
A
I
G
E
I
E
T
S
M
L
L
A
D
H
II
1"=5'
1"=5'
CROSS SECTIONS XS23
LINE 'M'
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
E
R
L
R
1
L
S
E
F
S
P
R
O
W
I
NO.
A
STATE OF
D
N
I
O
I
N
L
A
A
I
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10 1 17
N
G
I
N
E
02
E
F.
E
R
A
I
G
E
I
E
T
S
M
L
L
A
D
H
II
1"=5'
1"=5'
CROSS SECTIONS XS22
LINE 'M'
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
E
R
L
R
1
L
S
E
F
S
P
R
O
W
I
NO.
A
STATE OF
D
N
I
O
I
N
L
A
A
I
N
10 1 17
N
G
I
N
E
02
E
F.
E
R
A
I
G
E
I
E
T
S
M
L
L
A
D
H
II
1"=5'
1"=5'
CROSS SECTIONS XS21
LINE 'M'
.
16-ENG-22
-
E
R
L
R
1
L
S
E
F
S
P
R
O
W
I
NO.
A
STATE OF
D
N
I
O
I
N
L
A
A
I
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10 1 17
N
G
I
N
E
02
E
F.
E
R
A
I
G
E
I
E
T
S
M
L
L
A
D
H
II
1"=5'
1"=5'
CROSS SECTIONS XS20
LINE 'M'
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
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STATE OF
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10 1 17
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1"=5'
1"=5'
CROSS SECTIONS XS19
LINE 'M'
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
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STATE OF
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10 1 17
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1"=5'
1"=5'
CROSS SECTIONS XS18
LINE 'M'
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
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1
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P
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A
STATE OF
D
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10 1 17
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1"=5'
1"=5'
CROSS SECTIONS XS17
LINE 'M'
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
E
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L
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1
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F
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P
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O
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I
NO.
A
STATE OF
D
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10 1 17
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L
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1"=5'
1"=5'
CROSS SECTIONS XS16
LINE 'M'
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
E
R
L
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1
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P
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O
W
I
NO.
A
STATE OF
D
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10 1 17
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1"=5'
1"=5'
CROSS SECTIONS XS15
LINE 'M'
2%
2%
2%
2%
2%
1.78%
Trench EL. = 825.30
Trench EL. = 823.61
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
E
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L
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1
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F
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P
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O
W
I
NO.
A
STATE OF
D
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10 1 17
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1"=5'
1"=5'
CROSS SECTIONS XS14
LINE 'M'
Trench EL. = 825.30
1.66%
2%
2% 2%
2%
2%
1%
2%
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
E
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L
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1
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P
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NO.
A
STATE OF
D
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10 1 17
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1"=5'
1"=5'
CROSS SECTIONS XS13
LINE 'M'
2%
2%
2%
2%
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
E
R
L
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1
L
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F
S
P
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O
W
I
NO.
A
STATE OF
D
N
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10 1 17
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1"=5'
1"=5'
CROSS SECTIONS XS12
LINE 'M'
0.58%
5
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 10 15 20 25 30 35 40 45 50 55 60 65 70 75
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
E
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L
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1
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P
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O
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I
NO.
A
STATE OF
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10 1 17
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1"=5'
1"=5'
CROSS SECTIONS XS11
LINE 'M'
1%
2%
2%
2%
0.75%
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
E
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1
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P
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A
STATE OF
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10 1 17
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1"=5'
1"=5'
CROSS SECTIONS XS10
LINE 'M'
2%
2%
2%
2%
1%
1.15%
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
E
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1
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P
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A
STATE OF
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10 1 17
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1"=5'
1"=5'
CROSS SECTIONS XS9
LINE 'M'
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
E
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STATE OF
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1"=5'
1"=5'
CROSS SECTIONS XS8
LINE 'M'
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
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STATE OF
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1"=5'
1"=5'
CROSS SECTIONS XS7
LINE 'M'
2%
5
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 10 15 20 25 30 35 40 45 50 55 60 65 70 75
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
E
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STATE OF
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10 1 17
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1"=5'
1"=5'
CROSS SECTIONS XS6
LINE 'M'
Trench EL. = 822.00
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
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STATE OF
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1"=5'
1"=5'
CROSS SECTIONS XS5
LINE 'M'
1.88%
Trench EL. = 823.17
Trench EL. = 822.00
Trench EL. = 823.17 Trench EL. = 822.00
Trench EL. = 822.00
∅
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
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STATE OF
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1"=5'
1"=5'
CROSS SECTIONS XS4
LINE 'M'
Trench EL. = 822.00
Trench EL. = 822.00
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
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STATE OF
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1"=5'
1"=5'
CROSS SECTIONS XS3
LINE 'M'
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
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STATE OF
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1"=5'
1"=5'
CROSS SECTIONS XS2
LINE 'M'
16-ENG-22
.
16-ENG-22
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1"=5'
1"=5'
CROSS SECTIONS XS1
LINE 'M'
EARTHWORK TABULATION
COMMON EXCAVATION =6,777 Cyd.*
FILL =8,048 Cyd.*
FILL + 20% =9,658 Cyd.
USABLE COMMON =3,122 Cyd.**
BORROW =4,375 Cyd.
* FROM CROSS-SECTIONS
** USABLE COMMON EXCAVATION
CALCULATED BY ASSUMING AN
AVERAGE OF 6" OF UNUSABLE COMMON
EXCAVATION OVER THE ENTIRE
CONSTRUCTION LIMITS OF THE
PROJECT. USABLE COMMON
EXCAVATION DOESN'T INCLUDE
ADDITIONAL DIRT AVAILABLE FROM
ALL PIPE SOILS.
NOTE: COMMON EXCAVATION INCLUDES
445 CYS OF ASPHALT PAVEMENT
REMOVAL FROM EX. MONON
TRAIL.
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No.
PE11011806
LEGEND
-
DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANS PHASE 2
FILENAME : DETAIL GRADING PLAN.dwg
DATE/USER : 4/30/2018 4:32 PM / LCOX
1"=10'
1"=10'
DETAILED GRADING & UTILITY PLAN 87
SPRAY PLAZA ADD/ALTERNATE #2
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No.
PE11011806
OVERFLOW RAIN GARDEN GRADING DETAIL
OVERFLOW RAIN GARDEN GRADING DETAIL
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No.
PE11011806
OVERFLOW CLEANOUT DETAIL PIPE TYPE TRANSITION DETAIL
SUBSURFACE CHECK DAM (PROFILE) SUBSURFACE CHECK DAM (SECTION @ TOP)
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No.
PE11011806
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 MEASURES
Runoff 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.
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-A
Not to scale
L=10 FEET
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
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.
A A
L = Inside Length
W = Inside Width PLAN VIEW
Not 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.
* INDOT SPECIFICATION BOOK SHALL BE ON SITE AT ALL TIMES *
WWW.IN.GOV/DOT/DIV/CONTRACTS/STANDARDS/DRAWINGS/INDEX.HTML
B12 - PERMANENT SURFACE STABILIZATION
Permanent seeding or sodding will be used on all disturbed earth.
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.
B14 - MONITORING AND MAINTENANCE GUIDELINES
Monitoring and Maintenance shall be within 24 hours of every 1
2 " or more rain event.
B15 - EROSION AND SEDIMENT CONTROL MEASURES FOR INDIVIDUAL BUILDING LOTS
Not applicable.
----
W.F.H. STORM WATER POLLUTION PREVENTION
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
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16-ENG-22
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FILENAME : SWPPP ELEMENTS.dwg
DATE/USER : 4/30/2018 11:55 AM / LCOX
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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 29+00 'M'
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DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANS PHASE 2
FILENAME : SIGNAGE PLAN.dwg
DATE/USER : 4/30/2018 11:46 AM / LCOX
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1"=10'
MONON BOULEVARD 62
SIGNAGE PLAN
MATCH LINE 29+00 'M'
C
Remove Existing Sign & Supports (See Sign Notes for Salvaging)
A
SIGN LEGEND
Relocate Existing Sign & Post (Coordinate with City of Carmel)
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 26+00 'M'
Remove Existing Sign & Supports (See Sign Notes for Salvaging)
A
SIGN LEGEND
Relocate Existing Sign & Post (Coordinate with City of Carmel)
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 26+00 'M'
C
Remove Existing Sign & Supports (See Sign Notes for Salvaging)
A
SIGN LEGEND
Relocate Existing Sign & Post (Coordinate with City of Carmel)
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 20+00 'M'
1"=10'
1"=10'
MONON BOULEVARD 59
SIGNAGE PLAN
MATCH LINE 20+00 'M'
C
Remove Existing Sign & Supports (See Sign Notes for Salvaging)
A
SIGN LEGEND
Relocate Existing Sign & Post (Coordinate with City of Carmel)
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 17+00 'M'
MATCH LINE 17+00 'M'
C
Remove Existing Sign & Supports (See Sign Notes for Salvaging)
A
SIGN LEGEND
Relocate Existing Sign & Post (Coordinate with City of Carmel)
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 14+00 'M'
MATCH LINE 14+00 'M'
C
Remove Existing Sign & Supports (See Sign Notes for Salvaging)
A
SIGN LEGEND
Relocate Existing Sign & Post (Coordinate with City of Carmel)
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 11+00 'M'
16-ENG-22
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DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANS PHASE 2
FILENAME : SIGNAGE PLAN.dwg
DATE/USER : 4/30/2018 11:46 AM / LCOX
1"=10'
1"=10'
MONON BOULEVARD 56
SIGNAGE PLAN
MATCH LINE 11+00 'M'
C
Remove Existing Sign & Supports (See Sign Notes for Salvaging)
A
SIGN LEGEND
Relocate Existing Sign & Post (Coordinate with City of Carmel)
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.
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DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANS PHASE 2
FILENAME : UTILITY PLAN.dwg
DATE/USER : 4/30/2018 2:33 PM / LCOX
1"=10'
1"=10'
UTILITY PLAN 46
MATCH LINE 29+00 'M'
NOTES:
FOR UTILITY PLAN NOTES, SEE SHEET 39
EXISTING LEGENDS PROPOSED
S
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANS PHASE 2
FILENAME : UTILITY PLAN.dwg
DATE/USER : 4/30/2018 2:33 PM / LCOX
1"=10'
1"=10'
UTILITY PLAN 45
MATCH LINE 29+00 'M'
MATCH LINE 26+00 'M'
NOTES:
FOR UTILITY PLAN NOTES, SEE SHEET 39
EXISTING LEGENDS PROPOSED
S
CARMEL COMMUNICATIONS LINE TO BE RETIRED IN PLACE. CONTRACTOR TO VERIFY
WITH CARMEL COMMUNICATIONS BEFORE REMOVING OR EXCAVATING IN AREA
PRESERVE AND PROTECT EX. AT&T FIBER OPTIC FACILITY
CARMEL COMMUNICATIONS LINE TO BE RETIRED IN PLACE.
CONTRACTOR TO VERIFY WITH CARMEL COMMUNICATIONS
EXISTING MANHOLE BEFORE REMOVING OR EXCAVATING IN AREA
CONNECT UNDERDRAINS AND
ADJUST CASTING TO GRADE.
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANS PHASE 2
FILENAME : UTILITY PLAN.dwg
DATE/USER : 4/30/2018 2:33 PM / LCOX
1"=10'
1"=10'
UTILITY PLAN 44
MATCH LINE 23+00 'M'
MATCH LINE 26+00 'M'
NOTES:
FOR UTILITY PLAN NOTES, SEE SHEET 39
EXISTING LEGENDS PROPOSED
S
CONTRACTOR TO VERIFY WITH CARMEL COMMUNICATIONS
BEFORE REMOVING OR EXCAVATING IN AREA
PRESERVE AND PROTECT EX.
SPECTRUM FIBER OPTIC LINE
PRESERVE AND PROTECT EX.
SPECTRUM FIBER OPTIC LINE
EX. SPECTRUM UTILITY HANDHOLE
DUKE DISTRIBUTION LINES TO BE RETIRED IN PLACE. CONTRACTOR TO
VERIFY WITH DUKE ENERGY BEFORE REMOVING OR EXCAVATING IN AREA
PRESERVE AND PROTECT
EX. DUKE DISTRIBUTION LINE
EXISTING STRUCTURE
CONNECT UNDERDRAIN AND
ADJUST CASTING TO GRADE.
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANS PHASE 2
FILENAME : UTILITY PLAN.dwg
DATE/USER : 4/30/2018 2:33 PM / LCOX
1"=10'
1"=10'
UTILITY PLAN 43
MATCH LINE 23+00 'M'
MATCH LINE 20+00 'M'
NOTES:
FOR UTILITY PLAN NOTES, SEE SHEET 39
EXISTING LEGENDS PROPOSED
S
EX. CARMEL COMMUNICATIONS
FIBER OPTIC
CARMEL COMMUNICATIONS LINE TO BE RETIRED IN PLACE.
CONTRACTOR TO VERIFY WITH CARMEL COMMUNICATIONS
BEFORE REMOVING OR EXCAVATING IN AREA
CARMEL COMMUNICATIONS LINE TO BE RETIRED IN PLACE. CONTRACTOR TO VERIFY
WITH CARMEL COMMUNICATIONS BEFORE REMOVING OR EXCAVATING IN AREA
PRESERVE AND PROTECT EX. AT&T FIBER OPTIC FACILITY
PRESERVE AND PROTECT EX. SPECTRUM/BRIGHTHOUSE FIBER
OPTIC LINE. COORDINATE FOR LOWERING IN PLACE AS NECESSARY
DUKE DISTRIBUTION LINES TO BE RETIRED IN
PLACE. CONTRACTOR TO VERIFY WITH DUKE ENERGY
BEFORE REMOVING OR EXCAVATING IN AREA
PRESERVE AND PROTECT
EX. DUKE DISTRIBUTION LINE
CONTRACTOR TO COORDINATE WITH DUKE ENERGY
FOR REMOVAL OF EXISTING TRANSMISSION VAULT
REA TO PROVIDE VAULT LOCATION FOR
SPRAY PLAZA AS WELL AS UTILITY
LOCATIONS/CONNECTIONS
CONTRACTOR TO INSTALL
GREYWATER DUMP STATION
AND 4 LFT OF ∅ 6" PVC
SANITARY LATERAL @ 2.0% MIN.
(SEE DETAILS, SHEET 85)
EX. 12" DI
(2) ADJUST VALVE
TO GRADE
EX. 12" DI
EX. 12" DI
Str. No. 611B Str. No. 613
Str. No. EX. 614
Str. No. 612C
Str. No. 612B Str. No. 612A Str. No. EX. 616
EXISTING MANHOLE. ADJUST TO
GRADE. MECHANICALLY CORE TO
CONNECT PROPOSED PIPES.
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANS PHASE 2
FILENAME : UTILITY PLAN.dwg
DATE/USER : 4/30/2018 2:33 PM / LCOX
1"=10'
1"=10'
UTILITY PLAN 42
MATCH LINE 17+00 'M'
MATCH LINE 20+00 'M'
NOTES:
FOR UTILITY PLAN NOTES, SEE SHEET 39
EXISTING LEGENDS PROPOSED
S
AND CAST-IN-PLACE NEW FLAT
TOP LID WITH NO ACCESS.
Str. No. 617
Str. No. 617A
EX. MONON TRUNK LINE
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANS PHASE 2
FILENAME : UTILITY PLAN.dwg
DATE/USER : 4/30/2018 2:33 PM / LCOX
1"=10'
1"=10'
UTILITY PLAN 41
MATCH LINE 17+00 'M'
MATCH LINE 14+00 'M'
NOTES:
FOR UTILITY PLAN NOTES, SEE SHEET 39
EXISTING LEGENDS PROPOSED
S
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANS PHASE 2
FILENAME : UTILITY PLAN.dwg
DATE/USER : 4/30/2018 2:33 PM / LCOX
1"=10'
1"=10'
UTILITY PLAN 40
MATCH LINE 11+00 'M'
MATCH LINE 14+00 'M'
NOTES:
FOR UTILITY PLAN NOTES, SEE SHEET 39
EXISTING LEGENDS PROPOSED
S
Str. No. EX1A
Str. No. 600B
Str. No. 601A
Str. No. 600A
UTILITY MH, ??? "M"
INSTALL 36" ∅ COMMUNICATIONS
MANHOLE AND STEEL CASTING.
RIM=831.74
UTILITY MH, +69 "M"
INSTALL 36" ∅ COMMUNICATIONS
MANHOLE AND STEEL CASTING.
RIM=833.02
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANS PHASE 2
FILENAME : UTILITY PLAN.dwg
DATE/USER : 4/30/2018 2:33 PM / LCOX
1"=10'
1"=10'
UTILITY PLAN 39
MATCH LINE 11+00 'M'
NOTES:
FOR UTILITY PLAN NOTES, SEE SHEET 39
EXISTING LEGENDS PROPOSED
S
UTILITIES NOTES
1. CONTRACTOR TO FIELD VERIFY EXISTING WATER MAIN FOR SIZE, TYPE
& LOCATION AT ALL CONNECTION & DISCONNECT LOCATIONS.
2. CONTRACTOR SHALL RECONNECT ANY EXISTING WATER SERVICES. ALL
LONG SIDE SERVICES REQUIRE CASING UNDER ROADWAY.
3. VALVE KEY EXTENSIONS ARE TO BE USED FOR ANY VALVE KEY BELOW
4' FROM FINISHED GRADE.
4. CONTRACTOR TO VERIFY AND COORDINATE WITH CWU ON LOCATION
OF PROPOSED WATER MAIN SO AS TO NOT CONFLICT WITH PROPOSED
ROAD IMPROVEMENTS.
5. 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.
6. 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 WATER
MAIN INSTALLATION. IN SOME CASES THE WATER MAIN MAYBE
ALLOWED TO BE INSTALLED WITH LESS THAN 54" OF COVER OR MORE
THAN 54" OF COVER.
7. COORDINATE WITH SHEET IR1.1-IR1.18 FOR IRRIGATION SERVICES,
TAPS, METERS, AND ALL OTHER IRRIGATION FACILITIES.
8. CONTRACTOR SHALL COORDINATE WITH DUKE ENERGY WHEN
EXCAVATING NEAR THE DUKE TRANSMISSION AND DUKE DISTRIBUTION
LINES.
9. 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.
10. 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.
11. 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.
12. CONTRACTOR TO PRESERVE AND PROTECT EXISTING AT&T FIBER
OPTICS LINES. CONTRACTOR SHALL COORDINATE WITH RANDY
RETSCHLAG (JMC ENGINEERS AND ASSOCIATES) WHEN EXCAVATING
NEAR THE EXISTING FIBER OPTIC LINES.
13. 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 85-86. 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.
14. COORDINATE WITH REA PLANS FOR ALL LIGHTING, POLES AND
FOUNDATIONS, WIRE, CONDUITS, LIGHTING HANDHOLE, SERVICE
POINT, P-1 CABINET, AND ALL OTHER ELECTRIC FACILITIES.
COORDINATE WITH DUKE
ENERGY FOR RELOCATION OF
EXISTING POWER POLE, OHU,
AND GUY WIRES.
GREYWATER DUMP STATION DETAIL
2 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)
All R/W and Topo from Line "M" Unless Noted Otherwise
810
815
820
825
830
835
840
25+00 26+00 27+00 28+00 29+00 30+00 30+25
828.32
828.37
828.54
828.72
828.89
828.86
828.80
829.45
829.63
+1.13%
-1.43%
+1.08%
PVI STA: 25+85.34
PVI ELEV: 828.02
VCL: 0'
PVI STA: 25+09.07
PVI ELEV: 827.16
VCL: 0'
PVI STA: 26+79.99
PVI ELEV: 829.04
VCL: 0'
827.23
827.34
827.62
827.90
828.18
828.45
828.72
828.99
828.75
END STATION
STA. 27+07.96 "P-WALK"
ELEV. = 828.64
Exist. Grade
@ Line "P-WALK"
Proposed Grade Line "P-WALK"
Ex. 48"
Ø
Pipe
26+00
27+00
N0°52'57"W
N0°52'57"W
P.I. = 26+69.19 "P-WALK"
P.I. = 26+91.16 "P-WALK"
Line "P-WALK"
Line "A"
Line "M"
N0°52'38"W
N0°53'01"W
CARMEL CLAY HISTORICAL SOCIETY
12156 MERIDIAN
ASSOCIATES LLC
ASSOCIATES LLC
12156 MERIDIAN
ASSOCIATES LLC
OLD TOWN ASSOCIATES LLC
CARMEL CLAY
HISTORICAL SOCIETY
OLD TOWN ASSOCIATES LLC
(asph)
(asph)
(wooden guardrail)
(asph)
(grass)
(one-story house)
(wood deck)
(grass)
(grass)
(park bench)
(asph)
8" water main
(asph)
(asph)
(conc)
(conc)
(conc)
(conc)
(conc)
(bldg)
(grass)
(grass)
(grass)
(grass)
(conc)
(conc)
(asph)
(asph)
(one-story house)
(one-story house)
(garage)
(shed)
(grass)
(4' wood fence)
(dirt)
(dirt)
(dirt)
(dirt)
(three-story bldg)
(conc)
(conc)
(conc)
(park bench)
(conc)
8" water main
MATT AND RACHEL LLC
OLD TOWN ASSOCIATES LLC
(three-story bldg)
MONON TRAIL
1st ST SW
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App PL
App. Exist. R/W
MONON TRAIL
MONON TRAIL
MONON BOULEVARD NB
MONON BOULEVARD SB
MONON BOULEVARD SB MONON BOULEVARD SB
CURVE DATA
P.I. = 26+69.19 "P-WALK"
Delta = 25°10'33" Lt.
R = 50.00 ft
T = 11.17 ft
L = 21.97 ft
E = 1.23 ft
P.C. = 26+58.02
P.T. = 26+79.99
CURVE DATA
P.I. = 26+91.16 "P-WALK"
Delta = 25°10'37" Rt.
R = 50.00 ft
T = 11.17 ft
L = 21.97 ft
E = 1.23 ft
P.C. = 26+79.99
P.T. = 27+01.96
WALK PATH
END STATION
P.O.T. 27+07.96 "P-WALK"
= O.P.O.T. 33+76.88, 16.46' Rt. "LINE A"
= O.P.O.T. 26+88.73, 11.52' Rt. "LINE M"
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
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"-20'
1"=5'
PLAN AND PROFILE 38
LINE "P-WALK"
DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANS PHASE 2
FILENAME : PP-WALK.dwg
DATE/USER : 4/26/2018 1:50 PM / LCOX
835
830
825
840
820
815
810
835
830
825
840
820
815
810
MATCH LINE 25+00 "P-WALK"
2 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)
All R/W and Topo from Line "M" Unless Noted Otherwise
20+00 21+00 22+00 23+00 24+00 25+00
829.99
829.89
829.88
829.80
829.85
829.93
829.99
829.97
829.53
828.90
829.18
829.57
829.78
828.75
828.49
828.85
829.10
829.53
828.91
828.67
828.49
828.32
829.13
+0.57%
PVI STA: 19+49.02
PVI ELEV: 828.98
PVI STA: 19+76.99
PVI ELEV: 829.14
VCL: 0'
PVI STA: 22+32.74
PVI ELEV: 830.50
VCL: 50.00
PVI STA: 22+80.55
PVI ELEV: 828.34
VCL: 30.00
-0.83%
+1.00%
-0.74%
+2.41%
-4.52%
-0.51%
+0.76%
PVI STA: 20+54.00
PVI ELEV: 829.62
VCL: 0'
PVI STA: 21+20.66
PVI ELEV: 829.07
VCL: 0'
PVI STA: 21+36.63
PVI ELEV: 829.23
VCL: 0'
PVI STA: 23+94.31
PVI ELEV: 828.01
VCL: 0'
PVI STA: 25+09.07
PVI ELEV: 827.16
VCL: 0'
PVI STA: 23+17.58
PVI ELEV: 828.15
VCL: 0'
PVI STA: 22+00.00
PVI ELEV: 829.71
VCL: 0'
829.45
829.24
829.11
829.33
829.52
829.71
830.11
829.68
828.65
828.24
828.14
828.09
828.05
827.97
827.78
827.60
827.41
827.23
Exist. Grade
@ Line "P-WALK" Proposed Grade Line "P-WALK"
Ex. 48"
Ø
Pipe
Ex. 48"
Ø
Pipe
Ex. 48"
Ex. Manhole
Inv. In=819.55
Inv. In=819.30
Inv. Out=819.37
Ex. Manhole
Inv. In=819.12
Inv. In=819.46
Inv. Out=819.12
Ex. Manhole
Inv. In=818.62
Inv. In=824.74
Inv. Out=818.62
GRADING PER DETAIL GRADING PLAN
SHEETS 23-24
G
20+00
21+00
22+00
23+00
24+00
N0°53'01"W
N0°53'01"W N0°52'57"W
P.I. = 21+54.42 "P-WALK"
P.I. = 22+04.04 "P-WALK"
P.I. = 22+57.67 "P-WALK"
P.I. = 22+97.84 "P-WALK"
P.I. = 23+50.11 "P-WALK"
P.I. = 23+94.10 "P-WALK"
P.I. = 24+35.87 "P-WALK"
Line "P-WALK"
Line "A"
Line "M" N0°53'01"W
N0°52'38"W
MATT AND RACHEL LLC
OLD TOWN
ASSOCIATES LLC
BRE II LLC
RAIDERS
INVESTMENTS
LLC
MIDTOWN EAST
BLOCK I LLC
CARMEL
REDEVELOPMENT
AUTHORITY
MIDTOWN EAST
BLOCK I LLC
(conc)
(conc)
(conc) (conc)
(conc)
(stone)
(asph)
(asph)
(asph)
(asph)
(asph)
(asph)
(asph)
(asph)
(asph)
(asph)
(asph)
(conc)
(conc)
(conc)
(conc) (conc)
(wood deck)
(one-story bldg)
(stone)
(grass)
(stone)
(asph)
(asph)
(one-story bldg)
(stone)
(wooden guardrail)
(wooden guardrail)
(stone)
(asph)
(grass)
(grass)
MATT AND RACHEL LLC
(three-story townhomes)
MONON TRAIL
2nd ST SW
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App PL
App PL
App PL
4th ST SW
MONON BOULEVARD NB
MONON BOULEVARD SB
CURVE DATA
P.I. = 22+04.04 "P-WALK"
Delta = 48°05'24" Lt.
R = 73.00 ft
T = 32.57 ft
L = 61.27 ft
E = 6.94 ft
P.C. = 21+71.47
P.T. = 22+32.74
CURVE DATA
P.I. = 22+97.84 "P-WALK"
Delta = 20°25'04" Lt.
R = 96.00 ft
T = 17.29 ft
L = 34.21 ft
E = 1.54 ft
P.C. = 22+80.55
P.T. = 23+14.76
CURVE DATA
P.I. = 24+35.87 "P-WALK"
Delta = 14°31'53" Lt.
R = 123.00 ft
T = 15.68 ft
L = 31.20 ft
E = 1.00 ft
P.C. = 24+20.19
P.T. = 24+51.38
CURVE DATA
P.I. = 23+50.11 "P-WALK"
Delta = 15°28'40" Lt.
R = 124.00 ft
T = 16.85 ft
L = 33.50 ft
E = 1.14 ft
P.C. = 23+33.26
P.T. = 23+66.76
CURVE DATA
P.I. = 21+54.42 "P-WALK"
Delta = 28°30'55" Rt.
R = 70.00 ft
T = 17.79 ft
L = 34.84 ft
E = 2.22 ft
P.C. = 21+36.63
P.T. = 21+71.47
CURVE DATA
P.I. = 22+57.67 "P-WALK"
Delta = 39°59'28" Rt.
R = 68.50 ft
T = 24.93 ft
L = 47.81 ft
E = 4.39 ft
P.C. = 22+32.74
P.T. = 22+80.55
CURVE DATA
P.I. = 23+94.10 "P-WALK"
Delta = 30°00'38" Rt.
R = 102.00 ft
T = 27.34 ft
L = 53.43 ft
E = 3.60 ft
P.C. = 23+66.76
P.T. = 24+20.19
WALK PATH
WALK PATH
MONON TRAIL
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
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"-20'
1"=5'
PLAN AND PROFILE 37
LINE "P-WALK"
DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANS PHASE 2
FILENAME : PP-WALK.dwg
DATE/USER : 4/26/2018 1:50 PM / LCOX
835
830
825
840
820
815
810
835
830
825
840
820
815
810
MATCH LINE 25+00 "P-WALK"
MATCH LINE 19+75 "P-WALK"
PVI ELEV: 832.73
VCL: 0'
PVI STA: 18+93.02
PVI ELEV: 828.71
VCL: 0'
PVI STA: 19+49.02
PVI ELEV: 828.98
VCL: 0'
PVI STA: 16+35.11
PVI ELEV: 833.34
VCL: 0'
PVI STA: 18+37.02
PVI ELEV: 829.00
VCL: 0'
Exist. Grade
@ Line "P-WALK"
Proposed Grade Line "P-WALK"
Ex. 48"
Ø
Pipe
Ex. 48"
Ø
Pipe
Ex. 48"
Ø
Pipe
Ex. Manhole
Inv. In=820.53
Inv. Out=820.37
Ex. Manhole
Inv. In=819.77
Inv. Out=819.77
S
15+00
16+00
17+00
18+00
19+00
N0°53'01"W
N15°01'56"E
N0°53'01"W
P.I. = 15+99.71 "P-WALK"
P.I. = 16+40.21 "P-WALK"
P.I. = 16+83.53 "P-WALK"
P.I. = 17+65.72 "P-WALK"
P.I. = 18+17.37 "P-WALK"
N0°53'01"W
N0°52'38"W
Line "P-WALK"
Line "A"
Line "M"
(one-story bldg)
PEDCOR INVESTMENTS 1988 III LP PEDCOR INVESTMENTS
1988 III LP
CITY OF CARMEL
SOUTH CONSTRUCTION
COMPANY INC
(grass)
(bldg)
(bldg)
Cellular
Tower
(grass)
(grass)
(conc)
(conc foundation)
(asph)
(bldg)
(asph)
(asph)
(asph)
(asph)
(conc)
(conc)
(conc)
(conc)
(one-story barn)
(one-story barn)
(one-story barn)
(grass)
(stone)
(stone)
(grass)
(conc)
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W App. Exist. R/W
App. Exist. R/W
App PL
App PL
App PL
MONON TRAIL
MONON BOULEVARD NB
MONON BOULEVARD SB
CURVE DATA
P.I. = 15+99.71 "P-WALK"
Delta = 18°36'40" Rt.
R = 97.00 ft
T = 15.89 ft
L = 31.51 ft
E = 1.29 ft
P.C. = 15+83.82
P.T. = 16+15.33
CURVE DATA
P.I. = 16+83.53 "P-WALK"
Delta = 27°53'38" Rt.
R = 79.00 ft
T = 19.62 ft
L = 38.46 ft
E = 2.40 ft
P.C. = 16+63.91
P.T. = 17+02.37
CURVE DATA
P.I. = 18+17.37 "P-WALK"
Delta = 27°58'08" Rt.
R = 53.50 ft
T = 13.32 ft
L = 26.12 ft
E = 1.63 ft
P.C. = 18+04.05
P.T. = 18+30.16
CURVE DATA
P.I. = 16+40.21 "P-WALK"
Delta = 30°35'20" Lt.
R = 91.00 ft
T = 24.89 ft
L = 48.58 ft
E = 3.34 ft
P.C. = 16+15.33
P.T. = 16+63.91
CURVE DATA
P.I. = 17+65.72 "P-WALK"
Delta = 44°09'23" Lt.
R = 105.00 ft
T = 42.59 ft
L = 80.92 ft
E = 8.31 ft
P.C. = 17+23.13
P.T. = 18+04.05
WALK PATH
70' PROP. R/W
70' PROP. R/W
WALK PATH
MONON TRAIL
Str. No. 610A
Str. No. 609 Str. No. 611A Str. No. 611B
Str. No. 607
Str. No. 608B
Str. No. 608
Str. No. 613
Str. No. EX. 614
Str. No. 612C
Str. No. EX. 616
Str. No. 610B
Str. No. 612A
Str. No. 612B
PROPOSED
LEGEND
EXISTING
Storm Manhole
Gas Line
Storm Inlets
Sanitary Manhole
Gas Valve
Gas Meter
Sanitary Cleanout
Water Line
Water Valve
Fire Hydrant
Sprinkler
Electric Line
Power Pole w/(Riser)
Light & Power Pole
Light & Power Pole w/Riser
Water Meter
Light Pole
Guy Wire
Electric Box
Fiber Optic Line
Telephone Line
Telephone Manhole
Cable TV Line
Cable TV Box
Telephone Riser
Utility Manhole
Wood Fence
Iron Pin
Sign
Flag Pole
Bush
Tree Trunk
Deciduous Tree
Coniferous Tree
Overhead Utility Line
Wood Fence
Wire Fence
Chainlink Fence
Iron Fence
Irr. Valve
Mailbox
TBM #251 - MagNail Fnd, Flush, In East Edge
of Ex. Monon Trail
Sta. 16+49.43 "M", 2.96' Rt., Elev. = 830.58'
TBM #403 - Top of NW Corner of Conc Retaining Wall.
Sta. 30+19.51 "M", 18.14' Rt., Elev. = 828.85'
TBM #404 - Top of SW Corner of Conc Porch for Apt. 1B.
Sta. 26+66.51 "M", 82.89' Rt., Elev. = 828.77'
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 1
2 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)
All R/W and Topo from Line "M" Unless Noted Otherwise
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
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"-20'
1"=5'
PLAN AND PROFILE 36
LINE "P-WALK"
DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANS PHASE 2
FILENAME : PP-WALK.dwg
DATE/USER : 4/26/2018 1:50 PM / LCOX
835
830
825
840
820
815
810
835
830
825
840
820
815
810
MATCH LINE 19+75 "P-WALK"
MATCH LINE 14+50 "P-WALK"
GRADING PER
DETAILED
GRADING
PLANS AND
REA PLANS
T = 24.52 ft
L = 46.69 ft
E = 4.67 ft
P.C. = 11+41.72
P.T. = 11+88.42
CURVE DATA
P.I. = 12+27.28 "P-WALK"
Delta = 51°49'27" Lt.
R = 80.00 ft
T = 38.87 ft
L = 72.36 ft
E = 8.94 ft
P.C. = 11+88.42
P.T. = 12+60.78
CURVE DATA
P.I. = 12+77.41 "P-WALK"
Delta = 27°17'21" Rt.
R = 68.50 ft
T = 16.63 ft
L = 32.63 ft
E = 1.99 ft
P.C. = 12+60.78
P.T. = 12+93.40
WALK PATH
BEGIN STATION
P.O.T. 10+65.18 "P-WALK"
= O.P.O.T. 17+53.33, 22.13' Rt. "LINE A"
= O.P.O.T. 10+65.18, 17.00' Rt. "LINE M"
70' PROP. R/W
70' PROP. R/W
Str. No. EX1A
Str. No. 600B
Str. No. EX1
Str. No. 600C
Str. No. 604
Str. No. 605
Str. No. 606
Str. No. 604A
Str. No. 601A
Str. No. 608A
Str. No. 603
Str. No. 601
Str. No. 602
Str. No. 600A
PROPOSED
LEGEND
EXISTING
Storm Manhole
Gas Line
Storm Inlets
Sanitary Manhole
Gas Valve
Gas Meter
Sanitary Cleanout
Water Line
Water Valve
Fire Hydrant
Sprinkler
Electric Line
Power Pole w/(Riser)
Light & Power Pole
Light & Power Pole w/Riser
Water Meter
Light Pole
Guy Wire
Electric Box
Fiber Optic Line
Telephone Line
Telephone Manhole
Cable TV Line
Cable TV Box
Telephone Riser
Utility Manhole
Wood Fence
Iron Pin
Sign
Flag Pole
Bush
Tree Trunk
Deciduous Tree
Coniferous Tree
Overhead Utility Line
Wood Fence
Wire Fence
Chainlink Fence
Iron Fence
Irr. Valve
Mailbox
TBM #251 - MagNail Fnd, Flush, In East Edge
of Ex. Monon Trail
Sta. 16+49.43 "M", 2.96' Rt., Elev. = 830.58'
TBM #403 - Top of NW Corner of Conc Retaining Wall.
Sta. 30+19.51 "M", 18.14' Rt., Elev. = 828.85'
TBM #404 - Top of SW Corner of Conc Porch for Apt. 1B.
Sta. 26+66.51 "M", 82.89' Rt., Elev. = 828.77'
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 1
2 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)
All R/W and Topo from Line "M" Unless Noted Otherwise
10+00 11+00 12+00 13+00 14+00
828.05
827.14
826.89
826.26
826.28
826.80
829.53
829.97
828.95
826.09
828.52
831.02
831.20
831.07
830.96
830.85
830.74
830.67
830.62
PVI STA: 11+52.17
PVI ELEV: 834.63
VCL: 50.00
+1.14%
+1.46%
+1.13%
+1.68%
-5.00%
+1.38%
+0.17%
+5.00%
PVI STA: 10+98.64
PVI ELEV: 832.46
VCL: 0'
PVI STA: 11+13.00
PVI ELEV: 832.67
VCL: 0'
PVI STA: 12+34.19
PVI ELEV: 830.96
VCL: 0'
PVI STA: 12+37.75
PVI ELEV: 831.02
VCL: 0'
PVI STA: 12+27.13
PVI ELEV: 830.88
VCL: 0'
PVI STA: 12+79.82
PVI ELEV: 831.60
VCL: 0'
PVI STA: 13+84.19
PVI ELEV: 831.78
VCL: 0'
832.19
832.48
833.27
834.00
833.48
832.24
830.99
831.19
831.53
831.63
831.68
831.72
831.76
BEGIN STATION
STA. 10+65.18 "P-WALK"
ELEV. = 832.08
Exist. Grade
@ Line "P-WALK"
Proposed Grade Line "P-WALK"
Ex. 48"
Ø
Pipe
Ex. 48"
Ø Pipe
Ex. Manhole
Inv. In=824.05
Inv. In=821.45
Inv. Out=821.41
Ex. Manhole
Inv. In=821.08
Inv. In=823.81
Inv. Out=820.93
Ex. Manhole
Inv. In=820.63
Inv. In=821.13
Inv. Out=820.33
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
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"-20'
1"=5'
PLAN AND PROFILE 35
LINE "P-WALK"
DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANS PHASE 2
FILENAME : PP-WALK.dwg
DATE/USER : 4/26/2018 1:50 PM / LCOX
835
830
825
840
820
815
810
835
830
825
840
820
815
810
MATCH LINE 14+5. "P-WALK"
GRADING PER
DETAILED GRADING
PLANS AND REA PLANS
(conc)
(conc)
(conc)
(bldg)
(grass)
(grass)
(grass)
(grass)
(conc)
(conc)
(asph)
(asph)
(asph)
(one-story house)
(shed)
(grass)
(4' wood fence)
(dirt)
(dirt)
(dirt)
(conc) (conc)
(brick)
(three-story bldg)
(conc)
(conc)
(conc)
(park bench)
8" water main
OLD TOWN ASSOCIATES LLC
(three-story bldg)
1st ST SW
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/W
App. Exist. R/W
App. Exist. R/W
Sec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
MONON TRAIL
MONON TRAIL
MONON BOULEVARD NB
MONON BOULEVARD SB
MONON BOULEVARD SB MONON BOULEVARD SB
App. Exist. R/W
WALK PATH
App. Exist. R/W
App. Exist. R/W
26+00 27+00 28+00 29+00 30+00
829.50
829.60
829.76
830.00
830.12
830.06
829.83
829.62
829.10
828.90
829.27
829.62
829.50
829.37
829.26
829.15
829.21
829.36
829.11
829.03
828.26
828.22
828.67
828.57
828.47
828.37
828.27
828.17
828.07
827.96
827.82
828.04
827.91
827.90
828.11
828.32
828.51
828.75
828.95
828.89
PVI STA: 25+00.00
PVI ELEV: 827.69
-0.67%
+0.85% +0.80%
+0.77%
+0.85%
+0.95%
-0.27%
PVI STA: 26+98.73
PVI ELEV: 828.80
VCL: 0'
PVI STA: 25+56.47
PVI ELEV: 828.17
VCL: 0'
PVI STA: 25+76.50
PVI ELEV: 828.33
VCL: 0'
PVI STA: 26+00.00
PVI ELEV: 828.51
VCL: 0'
PVI STA: 25+36.49
PVI ELEV: 828.00
VCL: 0'
PVI STA: 26+47.55
PVI ELEV: 828.96
VCL: 0'
PVI STA: 26+92.73
PVI ELEV: 828.84
VCL: 0'
PVI STA: 30+05.81
PVI ELEV: 828.13
VCL: 30.00
-0.40%
-0.40%
-0.57%
+1.00%
-1.16%
PVI STA: 27+71.80
PVI ELEV: 828.68
VCL: 0'
PVI STA: 29+45.17
PVI ELEV: 827.99
VCL: 0'
PVI STA: 28+89.85
PVI ELEV: 828.21
VCL: 0'
PVI STA: 29+74.81
PVI ELEV: 827.82
VCL: 0'
END STATION
STA. 30+26.42 "P-MONON"
ELEV. = 827.89
Exist. Grade
@ Line "P-MONON"
Proposed Grade Line "P-MONON" Proposed Grade Line "P-MONON"
Ex. Manhole
Inv. In=817.87
Inv. Out=817.86
Ex. 48"
Ø
Pipe
Ex. Manhole
Inv. In=816.10
Inv. In=821.80
Inv. Out=816.10
Ex. 48"Ø Pipe
TBM #251 - MagNail Fnd, Flush, In East Edge
of Ex. Monon Trail
Sta. 16+49.43 "M", 2.96' Rt., Elev. = 830.58'
TBM #403 - Top of NW Corner of Conc Retaining Wall.
Sta. 30+19.51 "M", 18.14' Rt., Elev. = 828.85'
TBM #404 - Top of SW Corner of Conc Porch for Apt. 1B.
Sta. 26+66.51 "M", 82.89' Rt., Elev. = 828.77'
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 1
2 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)
All R/W and Topo from Line "M" Unless Noted Otherwise
PROPOSED
LEGEND
EXISTING
Storm Manhole
Gas Line
Storm Inlets
Sanitary Manhole
Gas Valve
Gas Meter
Sanitary Cleanout
Water Line
Water Valve
Fire Hydrant
Sprinkler
Electric Line
Power Pole w/(Riser)
Light & Power Pole
Light & Power Pole w/Riser
Water Meter
Light Pole
Guy Wire
Electric Box
Fiber Optic Line
Telephone Line
Telephone Manhole
Cable TV Line
Cable TV Box
Telephone Riser
Utility Manhole
Wood Fence
Iron Pin
Sign
Flag Pole
Bush
Tree Trunk
Deciduous Tree
Coniferous Tree
Overhead Utility Line
Wood Fence
Wire Fence
Chainlink Fence
Iron Fence
Irr. Valve
Mailbox
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
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"-20'
1"=5'
PLAN AND PROFILE 34
LINE "P-MONON"
DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANS PHASE 2
FILENAME : PP-MONON.dwg
DATE/USER : 4/26/2018 1:29 PM / LCOX
835
830
825
840
820
815
810
835
830
825
840
820
815
810
MATCH LINE 25+25 "P-MONON"
2 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)
All R/W and Topo from Line "M" Unless Noted Otherwise
20+00 21+00 22+00 23+00 24+00 25+00
829.94
830.02
829.97
829.97
830.01
830.09
830.18
829.98
829.83
829.88
829.96
829.84
829.64
829.39
829.44
829.52
829.69
829.58
829.38
829.40
829.54
829.50
829.81
829.60
829.39
829.39
829.85
830.22
830.50
830.59
830.09
829.51
828.93
828.63
828.45
828.28
828.51
829.02
829.10
828.46
827.89
827.90
PVI STA: 21+56.00
PVI ELEV: 830.01
VCL: 40.00
PVI STA: 22+22.04
PVI ELEV: 830.74
VCL: 30.00
PVI STA: 24+44.28
PVI ELEV: 829.41
VCL: 40.00
PVI STA: 25+00.00
PVI ELEV: 827.69
VCL: 40.00
+0.94%
+2.21%
+1.11%
-2.32%
+2.02%
-3.09%
+0.85%
-0.83%
PVI STA: 20+47.07
PVI ELEV: 829.83
VCL: 0'
PVI STA: 21+29.74
PVI ELEV: 829.43
VCL: 0'
PVI STA: 23+07.83
PVI ELEV: 828.75
VCL: 0'
PVI STA: 23+84.96
PVI ELEV: 828.21
VCL: 0'
PVI STA: 25+36.49
PVI ELEV: 828.00
VCL: 0'
PVI STA: 21+13.74
PVI ELEV: 829.28
VCL: 0'
Proposed Grade Line "P-MONON"
Exist. Grade
@ Line "P-MONON"
Ex. Manhole
Inv. In=819.55
Inv. In=819.30
Inv. Out=819.37
Ex. 48"
Ø
Pipe
Ex. Manhole
Inv. In=819.12
Inv. In=819.46
Inv. Out=819.12
Ex. 48"Ø
Pipe
Ex. Manhole
Inv. In=818.62
Inv. In=824.74
Inv. Out=818.62
Ex. 48"
Ø
Pipe
GRADING PER DETAIL GRADING PLAN
SHEETS 23-24
G
21+00
22+00
23+00
24+00
25+00
N0°52'52"W N0°53'01"W
N0°53'01"W
N0°52'38"W
N14°06'59"E
N15°53'01"W
N0°53'01"W N0°53'01"W
N0°29'43"W
N14°06'59"E
N0°52'57"W
N15°53'01"W
N0°53'01"W
N0°41'31"W
P.I. = 20+47.07 "P-MONON"
P.I. = 21+51.92 "P-MONON"
P.I. = 22+10.57 "P-MONON"
P.I. = 22+67.80 "P-MONON"
P.I. = 23+07.83 "P-MONON"
P.I. = 23+08.83 "P-MONON"
P.I. = 23+27.07 "P-MONON"
P.I. = 23+68.69 "P-MONON"
P.I. = 23+85.96 "P-MONON"
P.I. = 24+12.41 "P-MONON"
P.I. = 24+53.96 "P-MONON"
CURVE DATA
P.I. = 21+51.92 "P-MONON"
Delta = 15°00'00" Rt.
R = 73.50 ft
T = 9.68 ft
L = 19.24 ft
E = 0.63 ft
P.C. = 21+42.24
P.T. = 21+61.48
CURVE DATA
P.I. = 22+67.80 "P-MONON"
Delta = 15°00'00" Rt.
R = 73.50 ft
T = 9.68 ft
L = 19.24 ft
E = 0.63 ft
P.C. = 22+58.13
P.T. = 22+77.37
CURVE DATA
P.I. = 23+27.07 "P-MONON"
Delta = 15°00'00" Rt.
R = 73.50 ft
T = 9.68 ft
L = 19.24 ft
E = 0.63 ft
P.C. = 23+17.39
P.T. = 23+36.63
CURVE DATA
P.I. = 24+53.96 "P-MONON"
Delta = 15°00'00" Rt.
R = 73.50 ft
T = 9.68 ft
L = 19.24 ft
E = 0.63 ft
P.C. = 24+44.28
P.T. = 24+63.52
CURVE DATA
P.I. = 22+10.57 "P-MONON"
Delta = 30°00'00" Lt.
R = 125.00 ft
T = 33.49 ft
L = 65.45 ft
E = 4.41 ft
P.C. = 21+77.08
P.T. = 22+42.53
CURVE DATA
P.I. = 23+68.69 "P-MONON"
Delta = 15°00'00" Lt.
R = 125.00 ft
T = 16.46 ft
L = 32.72 ft
E = 1.08 ft
P.C. = 23+52.23
P.T. = 23+84.96
CURVE DATA
P.I. = 24+12.41 "P-MONON"
Delta = 15°00'00" Lt.
R = 125.00 ft
T = 16.46 ft
L = 32.72 ft
E = 1.08 ft
P.C. = 23+95.96
P.T. = 24+28.68
Line "M" Line "P-MONON"
Line "A"
MATT AND RACHEL LLC
OLD TOWN
ASSOCIATES LLC
BRE II LLC
RAIDERS
INVESTMENTS
LLC
MIDTOWN EAST
BLOCK I LLC
CARMEL
REDEVELOPMENT
AUTHORITY
(conc)
(conc)
(conc) (conc)
(conc)
(stone)
(asph)
(asph)
(asph)
(asph)
(asph)
(asph)
(asph)
(asph)
(asph)
(asph)
(conc)
(conc)
(conc)
(conc)
(conc)
(wood deck)
(stone)
(asph)
(asph)
(one-story bldg)
(three-story townhomes)
(stone)
(wooden guardrail)
(wooden guardrail)
(stone)
(asph)
(grass)
(grass)
MONON TRAIL
2nd ST SW
Sec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App PL
App PL
App PL
App PL
App PL
4th ST SW
MONON BOULEVARD NB
MONON BOULEVARD SB
WALK PATH
WALK PATH
MONON TRAIL
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
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"-20'
1"=5'
PLAN AND PROFILE 33
LINE "P-MONON"
DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANS PHASE 2
FILENAME : PP-MONON.dwg
DATE/USER : 4/26/2018 1:29 PM / LCOX
835
830
825
840
820
815
810
835
830
825
840
820
815
810
MATCH LINE 25+25 "P-MONON"
MATCH LINE 20+00 "P-MONON"
L = 65.45 ft
E = 4.41 ft
P.C. = 16+92.86
P.T. = 17+58.31
P.I. = 16+67.70 "P-MONON"
P.I. = 17+83.59 "P-MONON"
P.I. = 17+26.36 "P-MONON"
P.I. = 19+70.07 "P-MONON"
Line "M"
Line "A"
Line "P-MONON"
PEDCOR INVESTMENTS 1988 III LP PEDCOR INVESTMENTS
1988 III LP
CITY OF CARMEL
MIDTOWN EAST
BLOCK I LLC
SOUTH CONSTRUCTION
COMPANY INC
(grass)
(bldg)
Cellular
Tower
(grass)
(grass)
(conc)
(conc foundation)
(asph)
(bldg)
(asph)
(asph)
(asph)
(asph)
(asph)
(conc)
(conc)
(conc)
(one-story barn)
(one-story barn)
(one-story barn)
(grass)
(stone)
(stone)
(stone)
(grass)
(grass)
(conc)
Sec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App PL
App PL
App PL
MONON TRAIL
MONON BOULEVARD NB
MONON BOULEVARD SB
70' PROP. R/W
70' PROP. R/W
WALK PATH
Str. No. 610A
Str. No. 609 Str. No. 611A Str. No. 611B
Str. No. 607
Str. No. 608B
Str. No. 608
Str. No. 613 Str. No. EX. 614
Str. No. 612C
Str. No. EX. 616
Str. No. 610B
Str. No. 612B Str. No. 612A
15+00 16+00 17+00 18+00 19+00 20+00
830.74
830.80
830.82
830.84
830.86
830.88
830.79
830.70
830.64
830.70
830.57
830.49
830.49
830.48
830.38
830.30
830.42
830.46
830.38
830.28
830.15
829.94
832.04
832.25
832.46
832.67
832.88
833.03
833.15
833.23
833.29
833.35
833.40
833.01
831.98
830.73
829.48
829.12
828.99
829.00
829.12
829.25
-0.56%
PVI STA: 14+58.87
PVI ELEV: 832.03
VCL: 0' PVI STA: 17+45.25
PVI ELEV: 833.46
VCL: 50.00
+0.50%
-0.52%
+0.48%
+0.57%
+0.84%
+0.25%
-5.00%
PVI STA: 14+67.87
PVI ELEV: 831.98
VCL: 0'
PVI STA: 16+30.74
PVI ELEV: 833.18
VCL: 0'
PVI STA: 18+86.10
PVI ELEV: 828.93
VCL: 0'
PVI STA: 19+42.10
PVI ELEV: 829.20
VCL: 0'
PVI STA: 19+70.07
PVI ELEV: 829.36
VCL: 0'
PVI STA: 15+80.49
PVI ELEV: 832.93
VCL: 0'
PVI STA: 18+30.10
PVI ELEV: 829.22
VCL: 0'
Exist. Grade
@ Line "P-MONON"
Proposed Grade Line "P-MONON"
Ex. 48"
Ø
Pipe
Ex. Manhole
Inv. In=820.53
Inv. Out=820.37
Ex. 48"
Ø
Pipe
Ex. Manhole
Inv. In=819.77
Inv. Out=819.77
Ex. 48"
Ø
Pipe
Ex. Manhole
Inv. In=819.55
Inv. In=819.30
Inv. Out=819.37
PROPOSED
LEGEND
EXISTING
Storm Manhole
Gas Line
Storm Inlets
Sanitary Manhole
Gas Valve
Gas Meter
Sanitary Cleanout
Water Line
Water Valve
Fire Hydrant
Sprinkler
Electric Line
Power Pole w/(Riser)
Light & Power Pole
Light & Power Pole w/Riser
Water Meter
Light Pole
Guy Wire
Electric Box
Fiber Optic Line
Telephone Line
Telephone Manhole
Cable TV Line
Cable TV Box
Telephone Riser
Utility Manhole
Wood Fence
Iron Pin
Sign
Flag Pole
Bush
Tree Trunk
Deciduous Tree
Coniferous Tree
Overhead Utility Line
Wood Fence
Wire Fence
Chainlink Fence
Iron Fence
Irr. Valve
Mailbox
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
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"-20'
1"=5'
PLAN AND PROFILE 32
LINE "P-MONON"
DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANS PHASE 2
FILENAME : PP-MONON.dwg
DATE/USER : 4/26/2018 1:29 PM / LCOX
835
830
825
840
820
815
810
835
830
825
840
820
815
810
MATCH LINE 20+00 "P-MONON"
MATCH LINE 14+75 "P-MONON"
2 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)
All R/W and Topo from Line "M" Unless Noted Otherwise
10+00 11+00 12+00 13+00 14+00
831.20
831.07
831.00
830.99
831.01
831.00
831.02
831.08
831.17
831.17
831.15
831.12
831.05
831.01
830.96
830.86
830.77
830.70
830.67
830.74
832.08
832.19
832.08
832.46
832.79
833.07
833.51
833.94
834.07
833.56
832.74
831.88
831.86
831.89
831.93
831.97
PVI STA: 12+00.00
PVI ELEV: 834.38
VCL: 50.00
+0.56%
+0.15%
+1.34%
-3.48%
+1.75%
-3.27%
PVI STA: 11+13.00
PVI ELEV: 832.86
VCL: 0'
PVI STA: 10+98.64
PVI ELEV: 832.78
VCL: 0'
PVI STA: 12+76.62
PVI ELEV: 831.82
VCL: 0'
PVI STA: 12+51.01
PVI ELEV: 832.71
VCL: 0'
-0.52%
-0.56%
+0.56%
+0.47%
PVI STA: 13+80.86
PVI ELEV: 831.98
VCL: 0'
PVI STA: 14+58.87
PVI ELEV: 832.03
VCL: 0'
PVI STA: 13+89.86
PVI ELEV: 832.03
VCL: 0'
PVI STA: 14+26.28
PVI ELEV: 832.20
VCL: 0'
PVI STA: 14+67.87
PVI ELEV: 831.98
VCL: 0'
BEGIN STATION
STA. 10+65.18 "P-MONON"
ELEV. = 832.33
Exist. Grade
@ Line "P-MONON"
Proposed Grade Line "P-MONON"
Ex. Manhole
Inv. In=824.05
Inv. In=821.45
Inv. Out=821.41
Ex. 48"
Ø
Pipe
Ex. Manhole
Inv. In=821.08
Inv. In=823.81
Inv. Out=820.93
Ex. 48"
Ø
Pipe
Ex. Manhole
Inv. In=820.63
Inv. In=821.13
Inv. Out=820.33
10+00
11+00
12+00
13+00
14+00
N0°53'01"W
N0°53'01"W
N0°52'38"W
N14°06'59"E
N15°53'01"W
N0°53'01"W
P.I. = 11+44.80 "P-MONON"
P.I. = 12+03.46 "P-MONON"
P.I. = 12+60.69 "P-MONON"
CURVE DATA
P.I. = 11+44.80 "P-MONON"
Delta = 15°00'00" Rt.
R = 73.50 ft
T = 9.68 ft
L = 19.24 ft
E = 0.63 ft
P.C. = 11+35.12
P.T. = 11+54.37
CURVE DATA
P.I. = 12+60.69 "P-MONON"
Delta = 15°00'00" Rt.
R = 73.50 ft
T = 9.68 ft
L = 19.24 ft
E = 0.63 ft
P.C. = 12+51.01
P.T. = 12+70.25
CURVE DATA
P.I. = 12+03.46 "P-MONON"
Delta = 30°00'00" Lt.
R = 125.00 ft
T = 33.49 ft
L = 65.45 ft
E = 4.41 ft
P.C. = 11+69.96
P.T. = 12+35.41
Line "A" Line "P-MONON"
Line "M"
PEDCOR INVESTMENTS
1988 III LP
PEDCOR INVESTMENTS 1988 III LP
MIDTOWN EAST BLOCK 3 LLC
(asph)
(asph)
(asph)
(asph)
(asph)
(asph)
(asph)
(asph)
(conc)
(conc)
(conc)
(stone)
(shed)
(grass)
(grass)
(6' chain-link fence)
(one-story barn)
MONON TRAIL
App. Exist. R/W
App. Exist. R/W
App PL
App PL
App PL
App. Exist. R/W
Sec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
6th ST SW
MONON BOULEVARD NB
MONON BOULEVARD SB
PEDCOR INVESTMENTS 1988 III LP
BEGIN STATION
P.O.T. 10+65.18 "P-MONON"
= O.P.O.T. 17+53.33, 2.87' Lt. "LINE A"
= O.P.O.T. 10+65.18, 8.00' Lt. "LINE M"
70' PROP. R/W
70' PROP. R/W
WALK PATH
Str. No. EX1A
Str. No. 600B
Str. No. EX1
Str. No. 600C
Str. No. 604
Str. No. 605
Str. No. 606
Str. No. 604A
Str. No. 601A
Str. No. 608A
Str. No. 603
Str. No. 601
Str. No. 602
Str. No. 600A
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
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"-20'
1"=5'
PLAN AND PROFILE 31
LINE "P-MONON"
DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANS PHASE 2
FILENAME : PP-MONON.dwg
DATE/USER : 4/26/2018 1:29 PM / LCOX
835
830
825
840
820
815
810
835
830
825
840
820
815
810
MATCH LINE 14+75 "P-MONON"
(stone)
(grass)
(grass)
(conc)
Sec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App PL
App PL
App PL
MONON TRAIL
MONON BOULEVARD NB
MONON BOULEVARD SB
4th ST SW
WALK PATH
70' PROP. R/W
70' PROP. R/W
Str. No. 611A Str. No. 611B
Str. No. 608B
Str. No. 613
Str. No. EX. 614
Str. No. 612C
Str. No. EX. 616
Str. No. 610B
Str. No. 612B Str. No. 612A
15+00 16+00 17+00 18+00 19+00 20+00
829.88
829.91
829.84
829.79
830.05
829.62
829.58
829.24
829.28
829.46
830.05
830.33
830.55
830.85
830.77
830.61
830.45
830.17
829.81
829.73
830.17
830.42
831.60
831.72
831.84
831.96
832.10
832.25
832.07
831.84
831.61
831.37
831.08
830.79
830.49
830.19
829.98
829.91
829.84
829.77
829.20
-0.77%
+0.59%
-0.92%
-1.14%
-1.19%
-0.27%
-2.37%
+5.00%
+0.49%
+0.82%
+0.00%
PVI STA: 14+75.63
PVI ELEV: 831.68
VCL: 0'
PVI STA: 14+76.96
PVI ELEV: 831.68
VCL: 0'
PVI STA: 14+92.59
PVI ELEV: 831.56
VCL: 0'
PVI STA: 16+28.49
PVI ELEV: 832.27
VCL: 0'
PVI STA: 17+22.60
PVI ELEV: 831.40
VCL: 0'
PVI STA: 17+42.77
PVI ELEV: 831.17
VCL: 0'
PVI STA: 18+41.42
PVI ELEV: 830.00
VCL: 0'
PVI STA: 19+26.10
PVI ELEV: 829.77
VCL: 0'
PVI STA: 19+50.58
PVI ELEV: 829.19
VCL: 0'
PVI STA: 15+84.60
PVI ELEV: 832.01
VCL: 0'
PVI STA: 19+54.25
PVI ELEV: 829.22
VCL: 0'
PVI STA: 19+55.58
PVI ELEV: 829.22
VCL: 0'
END STATION
STA. 19+65.58 "P-SB"
ELEV. = 829.72
Exist. Grade
@ Line "P-SB"
Proposed Grade Line "P-SB"
nch on West Side of Monon
Trench on West Side of Monon
Elev.=827.17
Trench on West Side of Monon
Elev.=827.17 Trench on West Side of Monon
Elev.=825.30
12"∅ Pipe @ 0.00%
Str. No. 611A
Inv. In=827.67
Inv. In=827.67
12"∅ Pipe @ 0.00%
Str. No. 611B
Inv. In=827.67 Str. No. 613
Inv. In=825.80
12"∅ Pipe @ 0.00%
Str. No. EX. 614
Inv. In=825.80
Inv. In=825.85
PROPOSED
LEGEND
EXISTING
Storm Manhole
Gas Line
Storm Inlets
Sanitary Manhole
Gas Valve
Gas Meter
Sanitary Cleanout
Water Line
Water Valve
Fire Hydrant
Sprinkler
Electric Line
Power Pole w/(Riser)
Light & Power Pole
Light & Power Pole w/Riser
Water Meter
Light Pole
Guy Wire
Electric Box
Fiber Optic Line
Telephone Line
Telephone Manhole
Cable TV Line
Cable TV Box
Telephone Riser
Utility Manhole
Wood Fence
Iron Pin
Sign
Flag Pole
Bush
Tree Trunk
Deciduous Tree
Coniferous Tree
Overhead Utility Line
Wood Fence
Wire Fence
Chainlink Fence
Iron Fence
Irr. Valve
Mailbox
TBM #251 - MagNail Fnd, Flush, In East Edge
of Ex. Monon Trail
Sta. 16+49.43 "M", 2.96' Rt., Elev. = 830.58'
TBM #403 - Top of NW Corner of Conc Retaining Wall.
Sta. 30+19.51 "M", 18.14' Rt., Elev. = 828.85'
TBM #404 - Top of SW Corner of Conc Porch for Apt. 1B.
Sta. 26+66.51 "M", 82.89' Rt., Elev. = 828.77'
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 1
2 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)
All R/W and Topo from Line "M" Unless Noted Otherwise
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
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"-20'
1"=5'
PLAN AND PROFILE 30
LINE "P-SB"
DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANS PHASE 2
FILENAME : PP-SB.dwg
DATE/USER : 4/24/2018 2:37 PM / LCOX
835
830
825
840
820
815
810
835
830
825
840
820
815
810
MATCH LINE 15+00 "P-NB"
2 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)
All R/W and Topo from Line "M" Unless Noted Otherwise
10+00 11+00 12+00 13+00 14+00 15+00
828.45
830.39
831.14
829.82
830.02
830.15
830.09
829.75
829.77
829.42
828.57
828.86
829.79
829.94
829.96
829.57
829.68
829.55
829.80
829.86
829.88
832.83
832.64
832.01
831.57
831.69
831.81
831.94
832.06
832.08
831.98
831.88
831.77
831.67
831.57
832.00
832.28
832.39
832.26
831.71
831.60
+0.00%
-1.99%
+0.77%
+0.00%
+5.00%
-5.00%
+0.00%
-0.77%
-0.92%
-0.99%
-5.00%
+0.50% +0.48%
-0.54%
-0.50%
+2.00%
+0.50%
-0.41%
PVI STA: 10+76.51
PVI ELEV: 832.00
VCL: 0'
PVI STA: 10+98.64
PVI ELEV: 831.56
VCL: 0'
PVI STA: 13+67.29
PVI ELEV: 831.68
VCL: 0'
PVI STA: 13+68.62
PVI ELEV: 831.68
VCL: 0'
PVI STA: 13+78.62
PVI ELEV: 832.18
VCL: 0'
PVI STA: 14+75.63
PVI ELEV: 831.68
VCL: 0'
PVI STA: 14+76.96
PVI ELEV: 831.68
VCL: 0'
PVI STA: 14+92.59
PVI ELEV: 831.56
VCL: 0'
PVI STA: 10+59.13
PVI ELEV: 832.56
VCL: 0'
PVI STA: 10+65.18
PVI ELEV: 832.50
VCL: 0'
PVI STA: 10+75.18
PVI ELEV: 832.00
VCL: 0'
PVI STA: 13+88.61
PVI ELEV: 832.23
VCL: 0'
PVI STA: 14+24.03
PVI ELEV: 832.40
VCL: 0'
PVI STA: 14+55.60
PVI ELEV: 832.23
VCL: 0'
PVI STA: 14+65.62
PVI ELEV: 832.18
VCL: 0'
PVI STA: 10+26.66
PVI ELEV: 832.86
VCL: 0'
PVI STA: 12+13.51
PVI ELEV: 832.13
VCL: 0'
PVI STA: 13+51.64
PVI ELEV: 831.56
VCL: 0'
Exist. Grade
@ Line "P-SB"
Proposed Grade Line "P-SB"
BEGIN STATION
STA. 10+14.15 "P-SB"
ELEV. = 832.61 Trench on West Side of Monon
Elev.=823.17
Trench on West Side of Monon
Elev.=823.17
Trench on West Side of Monon
Elev.=827.17
Str. No. 605
Inv. In=823.67
12"∅ Pipe @ 0.00%
Str. No. 604
Inv. In=823.67
Inv. In=823.67
Inv. In=823.67
Inv. In=823.67
Inv. In=823.66
Inv. Out=823.56
12"∅ Pipe @ 0.00%
Str. No. 606
Inv. In=823.67
Str. No. 609
Inv. In=827.67
Inv. In=827.67
Inv. In=822.66
Inv. Out=821.41
10+00
11+00
12+00
13+00
14+00
Line "M"
Line "A"
Line "P-SB"
N0°53'01"W
N0°53'01"W
N0°52'38"W
BEGIN STATION
P.O.T. 10+14.15 "P-SB"
= O.P.O.T. 17+02.30, 21.87' Lt. "LINE A"
= O.P.O.T. 10+14.15, 27.00' Lt. "LINE M"
PEDCOR INVESTMENTS
1988 III LP
PEDCOR INVESTMENTS 1988 III LP
MIDTOWN EAST BLOCK 3 LLC
(asph)
(asph)
(asph)
(asph)
(asph)
(conc)
(conc)
(conc)
(conc)
(stone)
(grass)
(grass)
(6' chain-link fence)
(one-story barn)
MONON TRAIL
App. Exist. R/W
App. Exist. R/W
App PL
App PL
App PL
Sec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
6th ST SW
MONON BOULEVARD NB
MONON BOULEVARD SB
PEDCOR INVESTMENTS 1988 III LP
WALK PATH
70' PROP. R/W
70' PROP. R/W
Str. No. 610A
Str. No. 604
Str. No. 605
Str. No. 609
Str. No. 606
Str. No. EX1A
Str. No. 600B
Str. No. EX1
Str. No. 601A
Str. No. 607
Str. No. 603 Str. No. 608A
Str. No. 608
Str. No. 601 Str. No. 602
Str. No. 600A
Str. No. 604A
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
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"-20'
1"=5'
PLAN AND PROFILE 29
LINE "P-SB"
DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANS PHASE 2
FILENAME : PP-SB.dwg
DATE/USER : 4/24/2018 2:37 PM / LCOX
835
830
825
840
820
815
810
835
830
825
840
820
815
810
MATCH LINE 15+00 "P-NB"
2 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)
All R/W and Topo from Line "M" Unless Noted Otherwise
15+00 16+00 17+00 18+00 19+00 20+00
828.84
829.27
829.42
829.54
829.66
829.86
829.68
829.35
829.46
829.41
829.32
829.16
828.95
828.82
828.99
828.70
828.73
827.80
827.38
827.82
828.23
828.61
830.77
830.86
830.95
831.04
831.13
831.22
830.86
830.42
829.99
829.56
829.12
828.69
828.26
827.82
827.59
827.73
827.87
828.01
828.16
-0.38%
+0.00%
+0.36%
-1.73%
+0.57%
+5.00%
PVI STA: 14+75.63
PVI ELEV: 830.80
PVI STA: 14+76.96
PVI ELEV: 830.80
PVI STA: 14+92.59
PVI ELEV: 830.74
VCL: 0'
PVI STA: 19+55.58
PVI ELEV: 828.18
VCL: 0'
PVI STA: 16+28.49
PVI ELEV: 831.23
VCL: 0'
PVI STA: 18+41.42
PVI ELEV: 827.54
VCL: 0'
PVI STA: 19+54.25
PVI ELEV: 828.18
VCL: 0'
END STATION
STA. 19+65.58 "P-NB"
ELEV. = 828.68
Exist. Grade
@ Line "P-NB"
Proposed Grade Line "P-NB"
Trench on East
Side of Monon
Elev.=823.72
Trench on East Side of Monon
Elev.=823.72
Trench on East Side of Monon
Elev.=823.61
Trench on East Side of Monon
Elev.=823.61
12"∅ Pipe @ 0.00%
Str. No. 608B
Inv. In=824.22
Str. No. 612C
Inv. In=824.11
12"∅ Pipe @ 0.00%
Str. No. 612B
Inv. In=824.11
Inv. In=824.11
12"∅ Pipe @ 0.00%
Str. No. 612A
Inv. In=824.11
Inv. In=824.11
12"∅ Pipe @ 0.00%
Str. No. EX. 616
Inv. In=824.11
Inv. In=822.60
2'
Duke Transmission
Conduit (By Others)
S
16+00
17+00
18+00
19+00
20+00
N0°53'01"W
N0°53'01"W
N0°52'38"W
Line "P-NB"
Line "M"
Line "A"
END STATION
P.O.T. 19+65.58 "P-NB"
= O.P.O.T. 26+53.74, 32.02' Rt. "LINE A"
= O.P.O.T. 19+65.58, 27.00' Rt. "LINE M"
+42.3, 33.6', Water Valve
+48.4, 33.7', Water Valve
+44.4, 41.5', Water Valve
+52.1, 35.4', Water Valve
+52.1, 36.8', Fire Hyd.
+09.4, 30.9', Water Valve
+12.2, 34.0', Water Valve
+87.9, 18.2', Water Valve
+95.3, 23.8', Water Valve
+82.3, 57.0', Fire Hyd.
+93.5, 56.8', Water Valve
+04.4, 28.6', San. M.H.
+84.2, 30.6', Inlet
+51.3, 13.2', Storm M.H.
+11.7, 11.9', 12" Dec.
+58.6, 10.9', 12" Dec.
+54.0, 13.8', Storm M.H.
+04.8, 13.0', 12" Dec.
+99.3, 10.3', Storm M.H.
+10.3, 16.2', Elec. M.H.7144
+10.1, 28.1', Elec. M.H.7144
+31.3, 28.7', Elec. M.H.7144
+31.5, 16.9', Elec. M.H.7144
PEDCOR INVESTMENTS
1988 III LP
CITY OF CARMEL
MIDTOWN EAST
BLOCK I LLC
SOUTH CONSTRUCTION
COMPANY INC
CARMEL REDEVELOPMENT AUTHORITY
(grass)
Cellular
Tower
(grass)
(grass)
(conc)
(conc)
(conc foundation)
(bldg)
(asph)
(asph)
(asph) (asph)
(asph)
(asph)
(conc)
(conc)
(one-story barn)
(one-story barn)
(one-story barn)
(grass)
(stone)
(stone)
(bldg)
(stone)
(grass)
(grass)
(conc)
Sec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App PL
App PL
App PL
App PL
App PL
MONON TRAIL
MONON BOULEVARD NB
MONON BOULEVARD SB
ELM STREET
PEDCOR INVESTMENTS
1988 III LP
App PL
WALK PATH
70' PROP. R/W
70' PROP. R/W
Str. No. 611A Str. No. 611B
Str. No. 608B
Str. No. 613 Str. No. EX. 614
Str. No. 612C
Str. No. EX. 616
Str. No. 610B
Str. No. 612B Str. No. 612A
Str. No. EndNullStruct5
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
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"-20'
1"=5'
PLAN AND PROFILE 28
LINE "P-NB"
DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANS PHASE 2
FILENAME : PP-NB.dwg
DATE/USER : 4/30/2018 2:24 PM / LCOX
835
830
825
840
820
815
810
835
830
825
840
820
815
810
MATCH LINE 15+00 "P-NB"
2 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)
All R/W and Topo from Line "M" Unless Noted Otherwise
10+00 11+00 12+00 13+00 14+00 15+00
825.80
825.59
825.48
825.86
825.76
825.59
824.76
824.67
824.07
824.26
824.72
825.49
826.03
827.85
828.73
827.97
827.83
828.07
828.06
828.48
828.84
832.35
832.14
831.59
831.46
831.27
831.08
830.90
830.71
830.52
830.33
830.32
830.42
830.52
830.62
831.12
831.41
831.51
831.38
830.83
830.77
+0.00%
-0.50%
+0.40%
+1.48%
+0.00%
+5.00%
-5.00%
+0.00%
-0.38%
+0.51%
+2.00%
-1.04%
-4.00%
-0.75%
-0.51%
PVI STA: 10+76.51
PVI ELEV: 831.58
VCL: 0'
PVI STA: 10+98.64
PVI ELEV: 831.47
VCL: 0'
PVI STA: 13+57.14
PVI ELEV: 830.65
VCL: 0'
PVI STA: 13+67.29
PVI ELEV: 830.80
VCL: 0'
PVI STA: 13+68.62
PVI ELEV: 830.80
VCL: 0'
PVI STA: 13+78.62
PVI ELEV: 831.30
VCL: 0'
PVI STA: 14+75.63
PVI ELEV: 830.80
VCL: 0'
PVI STA: 14+76.96
PVI ELEV: 830.80
VCL: 0'
PVI STA: 14+92.59
PVI ELEV: 830.74
VCL: 0'
PVI STA: 14+22.12
PVI ELEV: 831.52
VCL: 0'
PVI STA: 10+26.58
PVI ELEV: 832.38
VCL: 0'
PVI STA: 10+65.18
PVI ELEV: 831.98
VCL: 0'
PVI STA: 10+75.18
PVI ELEV: 831.58
VCL: 0'
PVI STA: 12+59.64
PVI ELEV: 830.26
VCL: 0'
PVI STA: 14+65.62
PVI ELEV: 831.30
VCL: 0'
BEGIN STATION
STA. 10+14.08 "P-NB"
ELEV. = 832.13
Exist. Grade
@ Line "P-NB"
Proposed Grade Line "P-NB"
Trench on East Side of Monon
Elev.=822.00
Trench on East Side of Monon
Elev.=822.00
Trench on East
Side of Monon
Elev.=823.72
12"∅ Pipe @ 0.00%
Str. No. 601A
Inv. In=822.50
Str. No. 601
Inv. In=822.50
Inv. In=822.50
Inv. In=822.50
Inv. In=822.50
Inv. Out=822.40
12"∅ Pipe @ 0.00%
Str. No. 602
Inv. In=822.50
Inv. In=822.50
12"∅ Pipe @ 0.00%
Str. No. 603
Inv. In=822.50 Str. No. 608A
Inv. Out=820.71
Str. No. 608
Inv. In=824.22
Inv. In=824.22
Inv. In=820.64
Inv. Out=820.64
36"
∅
Pipe @ 0.11%
2'
Duke Transmission
Conduit (By Others)
10+00
11+00
12+00
13+00
14+00
BEGIN STATION
P.O.T. 10+14.08 "P-NB"
= O.P.O.T. 17+02.23, 32.13' Rt. "LINE A"
= O.P.O.T. 10+14.08, 27.00' Rt. "LINE M"
Line "P-NB" N0°53'01"W
Line "M"
Line "A"
N0°53'01"W
N0°52'38"W
+04.8, 10.0', Guy Wire
+03.3, 25.1', Power Pole e-w to pp
+07.0, 46.5', GW
+07.4, 65.0', Power Pole e-w to pp
+57.6, 81.4', PIV
+49.0, 58.0', Rnd. Inlet
+07.4, 15.2', Storm M.H.
+01.5, 13.5', Storm M.H.
+18.4, 15.0', Storm M.H.
PEDCOR INVESTMENTS
1988 III LP
PEDCOR INVESTMENTS 1988 III LP PEDCOR INVESTMENTS 1988 III LP
MIDTOWN EAST BLOCK 3 LLC
(asph)
(asph)
(asph)
(asph)
(asph)
(asph)
(asph)
(conc)
(conc)
(conc)
(conc)
(conc)
(stone)
(shed)
(two-story barn) (stone)
(grass)
(grass)
(6' chain-link fence)
(one-story barn)
MONON TRAIL
App. Exist. R/W
App. Exist. R/W
App PL
App PL
App PL
App. Exist. R/W
Sec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
6th ST SW
MONON BOULEVARD NB
MONON BOULEVARD SB
5th ST SW
WALK PATH
70' PROP. R/W
70' PROP. R/W
Str. No. 610A
Str. No. 605 Str. No. 604 Str. No. 609
Str. No. 606
Str. No. EX1A
Str. No. 600B Str. No. EX1
Str. No. 601A
Str. No. 607
Str. No. 608A
Str. No. 603
Str. No. 601 Str. No. 608
Str. No. 600C
Str. No. 602
Str. No. 604A
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
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"-20'
1"=5'
PLAN AND PROFILE 27
LINE "P-NB"
DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANS PHASE 2
FILENAME : PP-NB.dwg
DATE/USER : 4/30/2018 2:24 PM / LCOX
835
830
825
840
820
815
810
835
830
825
840
820
815
810
MATCH LINE 15+00 "P-NB"
FILENAME : DETAIL GRADING PLAN.dwg
DATE/USER : 4/30/2018 2:11 PM / LCOX
1"=10'
1"=10'
DETAIL GRADING PLAN 26
MATCH LINE 29+00 'M'
1"=10'
1"=10'
DETAIL GRADING PLAN 25
MATCH LINE 29+00 'M'
MATCH LINE 26+00 'M'
DATE/USER : 4/30/2018 2:11 PM / LCOX
1"=10'
1"=10'
DETAIL GRADING PLAN 24
MATCH LINE 23+00 'M'
MATCH LINE 26+00 'M'
FILENAME : DETAIL GRADING PLAN.dwg
DATE/USER : 4/30/2018 2:11 PM / LCOX
1"=10'
1"=10'
DETAIL GRADING PLAN 23
MATCH LINE 23+00 'M'
MATCH LINE 20+00 'M'
-
DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANS PHASE 2
FILENAME : DETAIL GRADING PLAN.dwg
DATE/USER : 4/30/2018 2:11 PM / LCOX
1"=10'
1"=10'
DETAIL GRADING PLAN 22
MATCH LINE 17+00 'M'
MATCH LINE 20+00 'M'
(4) NW COR. NORTHERLY 6"x6" WOOD POST UP 0.9', 17.60'
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANS PHASE 2
FILENAME : CONSTR DETAIL.dwg
DATE/USER : 4/30/2018 1:50 PM / LCOX
1"=10'
1"=10'
CONSTRUCTION DETAILS 18
LINE 'M'
NOTE:
Remove all existing features only as necessary to install Phase 2 improvements only, unless specified to remain.
Coordinate with Utility Plan Sheets 39-46, for treatment of existing utilities. Coordinate with Signage Plan, Sheets
56-63, for treatment of existing signage. All trees within construction limits of Phase I and Phase II 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 tree removal.
Salvage existing castings to the Carmel Street Department.
Refer to Construction Details, Sheet 11, for Proposed Legend.
MATCH LINE 29+00 'M'
EX. STRUCTURE
NO CHANGE
CONSTR. LIMITS
CONSTR. LIMITS
CONSTR. LIMITS
CONSTR. LIMITS
CONSTR. LIMITS
CONSTR. LIMITS
CONSTR. LIMITS
IN PHASE 2
PROJECT
CONTROL POINT 244 (MAG NAIL FND. FLUSH) - O.P.O.T. 14+18.96, 5.38'(R) LINE "A"
N = 720826.2989
E = 8322.5348
MONON
(2)
(3)
(4) C.P. 244
(1) TOP NUT OF HYDRANT, 132.52'
(2) MAG NAIL SET UP 2.5' N. SIDE PP#192-448, 30.51'
(3) CUT "X" N. BONNET BOLT OF HYDRANT, 129.76'
(4) NW COR. NORTHERLY 6"x6" WOOD POST UP 0.9', 17.60'
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANS PHASE 2
FILENAME : CONSTR DETAIL.dwg
DATE/USER : 4/30/2018 1:50 PM / LCOX
1"=10'
1"=10'
CONSTRUCTION DETAILS 17
LINE 'M'
NOTE:
Remove all existing features only as necessary to install Phase 2 improvements only, unless specified to remain.
Coordinate with Utility Plan Sheets 39-46, for treatment of existing utilities. Coordinate with Signage Plan, Sheets
56-63, for treatment of existing signage. All trees within construction limits of Phase I and Phase II 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 tree removal.
Salvage existing castings to the Carmel Street Department.
Refer to Construction Details, Sheet 11, for Proposed Legend.
MATCH LINE 29+00 'M'
MATCH LINE 26+00 'M'
EXISTING MANHOLE
NO CHANGE
EXISTING INLET
NO CHANGE
EXISTING CLEANOUT
NO CHANGE
EX. STRUCTURE
CONNECT TRENCH DRAIN TO
EXISTING 12" NYLOPLAST INLET
12" INV. (E)=822.42
PROP. R/W PROP. R/W
EX. MONON TRAIL
EX. STRUCTURE
NO CHANGE
EX. STRUCTURE
CONNECT UNDERDRAIN AND
ADJUST CASTING TO GRADE.
ART PLAZA
(COORDINATE WITH
REA PLANS)
COMMUNITY GREEN
(COORDINATE WITH REA PLANS)
APPROXIMATE LOCATION OF RELOCATED
CARMEL COMMUNICATIONS FO LINES BY
PHASE I CONTRACTOR. FIELD VERIFY
LOCATION AND COORDINATE WITH CARMEL
COMMUNICATIONS.
APPROXIMATE LOCATION OF
RELOCATED DUKE DISTRIBUTION
LINES BY PHASE I CONTRACTOR.
FIELD VERIFY AND COORDINATE
WITH DUKE DISTRIBUTION.
ABANDONED CARMEL COMMUNICATIONS
FIBER OPTIC LINES TO BE REMOVED IF
ENCOUNTERED. COORDINATE WITH CARMEL
COMMUNICATIONS PRIOR TO WORK.
CONSTR. LIMITS
CONSTR. LIMITS
CONTROL POINT 244 (MAG NAIL FND. FLUSH) - O.P.O.T. 14+18.96, 5.38'(R) LINE "A"
N = 720826.2989
E = 8322.5348
MONON
(2)
(3)
(4) C.P. 244
(1) TOP NUT OF HYDRANT, 132.52'
(2) MAG NAIL SET UP 2.5' N. SIDE PP#192-448, 30.51'
(3) CUT "X" N. BONNET BOLT OF HYDRANT, 129.76'
(4) NW COR. NORTHERLY 6"x6" WOOD POST UP 0.9', 17.60'
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANS PHASE 2
FILENAME : CONSTR DETAIL.dwg
DATE/USER : 4/30/2018 1:50 PM / LCOX
1"=10'
1"=10'
CONSTRUCTION DETAILS 16
LINE 'M'
NOTE:
Remove all existing features only as necessary to install Phase 2 improvements only, unless specified to remain.
Coordinate with Utility Plan Sheets 39-46, for treatment of existing utilities. Coordinate with Signage Plan, Sheets
56-63, for treatment of existing signage. All trees within construction limits of Phase I and Phase II 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 tree removal.
Salvage existing castings to the Carmel Street Department.
Refer to Construction Details, Sheet 11, for Proposed Legend.
MATCH LINE 23+00 'M'
MATCH LINE 26+00 'M'
EXISTING CLEANOUT
NO CHANGE
REMOVE EX. FENCE
REMOVE EX. FENCE
EXISTING STRUCTURE
NO CHANGE
EXISTING STRUCTURES
NO CHANGE
EXISTING SANITARY MANHOLE
70' PROP. R/W
70' PROP. R/W
EXISTING STRUCTURES
NO CHANGE
ADJUST EX. CURB STOP TO GRADE
ABANDONED CARMEL COMMUNICATIONS FIBER OPTIC LINES
TO BE REMOVED IF ENCOUNTERED. COORDINATE WITH
CARMEL COMMUNICATIONS PRIOR TO WORK.
EX. MONON TRAIL
ABANDONED DUKE DISTRIBUTION
LINES TO REMAIN
APPROXIMATE LOCATION OF
RELOCATED DUKE DISTRIBUTION
LINES BY PHASE I CONTRACTOR.
FIELD VERIFY AND COORDINATE
WITH DUKE DISTRIBUTION.
APPROXIMATE LOCATION OF RELOCATED
CARMEL COMMUNICATIONS FO LINES BY
PHASE I CONTRACTOR. FIELD VERIFY
LOCATION AND COORDINATE WITH CARMEL
COMMUNICATIONS.
CONSTR. LIMITS
CONSTR. LIMITS
IN PHASE 2
PROJECT
EX. STRUCTURE.
CONNECT UNDERDRAINS AND ADJUST CASTING TO GRADE.
CONTROL POINT 244 (MAG NAIL FND. FLUSH) - O.P.O.T. 14+18.96, 5.38'(R) LINE "A"
N = 720826.2989
E = 8322.5348
MONON
(2)
(3)
(4) C.P. 244
(1) TOP NUT OF HYDRANT, 132.52'
(2) MAG NAIL SET UP 2.5' N. SIDE PP#192-448, 30.51'
(3) CUT "X" N. BONNET BOLT OF HYDRANT, 129.76'
(4) NW COR. NORTHERLY 6"x6" WOOD POST UP 0.9', 17.60'
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANS PHASE 2
FILENAME : CONSTR DETAIL.dwg
DATE/USER : 4/30/2018 1:50 PM / LCOX
1"=10'
1"=10'
CONSTRUCTION DETAILS 15
LINE 'M'
NOTE:
Remove all existing features only as necessary to install Phase 2 improvements only, unless specified to remain.
Coordinate with Utility Plan Sheets 39-46, for treatment of existing utilities. Coordinate with Signage Plan, Sheets
56-63, for treatment of existing signage. All trees within construction limits of Phase I and Phase II 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 tree removal.
Salvage existing castings to the Carmel Street Department.
Refer to Construction Details, Sheet 11, for Proposed Legend.
MATCH LINE 23+00 'M'
MATCH LINE 20+00 'M'
BOTTOM ON STONE=825.30
2' LFT WIDE TRENCH
BOTTOM ON STONE=823.61
2' LFT WIDE TRENCH
BOTTOM ON STONE=823.61
PROPOSED WALKING PATH
PROPOSED MONON TRAIL
REMOVE EX. FENCE
REMOVE EX. FENCE
REMOVE SIDEWALK
EXISTING STRUCTURE
ADJUST TO GRADE
SANITARY MANHOLE. MECHANICALLY
CORE TO CONNECT DUMP BASIN AND
ADJUST CASTING TO GRADE.
REMOVE INLET AND PLUG AT
MONON TRUNK LINE CONNECTION
REMOVE INLET AND PIPE
AND PLUG AT MANHOLE
EXISTING STRUCTURE
ADJUST TO GRADE
70' PROP. R/W 70' PROP. R/W 70' PROP. R/W
70' PROP. R/W 70' PROP. R/W
DUKE TRANSMISSION DUCT INSTALLATION TO BE
COMPLETED BY CITY OF CARMEL PRJ# 17-ENG-01.
CONTRACTOR TO REMOVE EXISTING DUKE ENERGY
VAULTS. COORDINATE WITH DUKE ENERGY
TRANSMISSION AND DISTRIBUTION PRIOR TO WORK.
EX. STRUCTURE
ADJUST TO GRADE
GREYWATER DUMP BASIN
ABANDONED DUKE DISTRIBUTION
LINES TO BE REMOVED IF
ENCOUNTERED. COORDINATION WITH
DUKE ENERGY PRIOR TO ANY WORK IN
VICINITY OF DISTRIBUTION LINES.
IN PHASE 2
PROJECT
APPROXIMATE LOCATION OF
RELOCATED DUKE DISTRIBUTION
LINES BY PHASE I CONTRACTOR.
FIELD VERIFY AND COORDINATE
WITH DUKE DISTRIBUTION.
SB CYCLE TRACK
NB CYCLE TRACK
APPROXIMATE LOCATION OF RELOCATED
CARMEL COMMUNICATIONS FO LINES BY
PHASE I CONTRACTOR. FIELD VERIFY
LOCATION AND COORDINATE WITH CARMEL
COMMUNICATIONS.
EX. GENERATOR AND PAD.
TO BE REMOVED BY OTHERS.
ABANDONED CARMEL COMMUNICATIONS FIBER OPTIC LINES
TO BE REMOVED IF ENCOUNTERED. COORDINATE WITH
CARMEL COMMUNICATIONS PRIOR TO WORK.
EX. MONON TRAIL
CONSTR. LIMITS
CONSTR. LIMITS
CONSTR. LIMITS
CONSTR. LIMITS
CONSTR. LIMITS
Str. No. 611B, +31 "M"
Storm Cleanout, Type 'I'
Str. No. 613, +26 "M"
Storm Cleanout, Type 'I'
Str. No. EX. 614, +55 "M"
Manhole Type 'C-4'
Str. No. 612C, +40 "M"
Storm Cleanout, Type 'I'
Str. No. EX. 616, +61 "M"
Manhole Type 'C-4'
Str. No. 612A, +52 "M"
Inlet Type 'E-7'
Str. No. 612B, +23 "M"
Inlet Type 'E-7'
REMOVE
EX. TREES
CONTROL POINT 244 (MAG NAIL FND. FLUSH) - O.P.O.T. 14+18.96, 5.38'(R) LINE "A"
N = 720826.2989
E = 8322.5348
MONON
(2)
(3)
(4) C.P. 244
(1) TOP NUT OF HYDRANT, 132.52'
(2) MAG NAIL SET UP 2.5' N. SIDE PP#192-448, 30.51'
(3) CUT "X" N. BONNET BOLT OF HYDRANT, 129.76'
(4) NW COR. NORTHERLY 6"x6" WOOD POST UP 0.9', 17.60'
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANS PHASE 2
FILENAME : CONSTR DETAIL.dwg
DATE/USER : 4/30/2018 1:50 PM / LCOX
1"=10'
1"=10'
CONSTRUCTION DETAILS 14
LINE 'M'
NOTE:
Remove all existing features only as necessary to install Phase 2 improvements only, unless specified to remain.
Coordinate with Utility Plan Sheets 39-46, for treatment of existing utilities. Coordinate with Signage Plan, Sheets
56-63, for treatment of existing signage. All trees within construction limits of Phase I and Phase II 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 tree removal.
Salvage existing castings to the Carmel Street Department.
Refer to Construction Details, Sheet 11, for Proposed Legend.
MATCH LINE 17+00 'M'
MATCH LINE 20+00 'M'
TOP LID WITH NO ACCESS.
NB CYCLE TRACK
SB CYCLE TRACK
DUKE TRANSMISSION DUCT
INSTALLATION TO BE COMPLETED BY
CITY OF CARMEL PRJ# 17-ENG-01.
EX. ELECTRIC
LINES TO
REMAIN.
EXISTING DUKE
ENERGY STRUCTURES
TO REMAIN. ADJUST
CASTING TO GRADE.
EX. STRUCTURE
ADJUST TO GRADE
ABANDONED DUKE DISTRIBUTION LINES TO BE
REMOVED IF ENCOUNTERED. COORDINATION
WITH DUKE ENERGY PRIOR TO ANY WORK IN
VICINITY OF DISTRIBUTION LINES.
APPROXIMATE LOCATION OF
RELOCATED DUKE DISTRIBUTION
LINES BY PHASE I CONTRACTOR.
FIELD VERIFY AND COORDINATE
WITH DUKE DISTRIBUTION.
DRIVE APPROACH
+86, W=30'
EX. MONON TRAIL
CONSTR. LIMITS
CONSTR. LIMITS
CONSTR. LIMITS CONSTR. LIMITS
Str. No. 610A, +80 "M"
Inlet Type 'E-7'
Str. No. 611A, +95 "M"
Storm Cleanout, Type 'I'
Str. No. 609, +80 "M"
Manhole Type 'C-4'
Str. No. 607, +80 "M"
Manhole Type 'C-4'
Str. No. 608B, +36 "M"
Storm Cleanout, Type 'I'
Str. No. 608A, +18 "M"
Manhole Type 'C-4'
Str. No. 608, +80 "M"
Manhole Type 'C-4'
Str. No. 610B, +77 "M"
Inlet Type 'E-7'
REMOVE EX.
36"∅ RCP
Str. No. 617, +55 "M"
Manhole Type 'C-4'
Str. No. 617A, +56 "M"
Inlet Type 'E-7' with
80' of 12" Pipe
REMOVE EX. TREES
REMOVE EX. TREES REMOVE EX. TREES
EXISTING 36"∅ RCP. CONTRACTOR
TO EXISTING MANHOLE @ R/W
AND ADJUST TO GRADE.
CONTROL POINT 244 (MAG NAIL FND. FLUSH) - O.P.O.T. 14+18.96, 5.38'(R) LINE "A"
N = 720826.2989
E = 8322.5348
MONON
(2)
(3)
(4) C.P. 244
(1) TOP NUT OF HYDRANT, 132.52'
(2) MAG NAIL SET UP 2.5' N. SIDE PP#192-448, 30.51'
(3) CUT "X" N. BONNET BOLT OF HYDRANT, 129.76'
(4) NW COR. NORTHERLY 6"x6" WOOD POST UP 0.9', 17.60'
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANS PHASE 2
FILENAME : CONSTR DETAIL.dwg
DATE/USER : 4/30/2018 1:50 PM / LCOX
1"=10'
1"=10'
CONSTRUCTION DETAILS 13
LINE 'M'
NOTE:
Remove all existing features only as necessary to install Phase 2 improvements only, unless specified to remain.
Coordinate with Utility Plan Sheets 39-46, for treatment of existing utilities. Coordinate with Signage Plan, Sheets
56-63, for treatment of existing signage. All trees within construction limits of Phase I and Phase II 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 tree removal.
Salvage existing castings to the Carmel Street Department.
Refer to Construction Details, Sheet 11, for Proposed Legend.
MATCH LINE 17+00 'M'
MATCH LINE 14+00 'M'
SB CYCLE TRACK
EX. MONON TRAIL
DUKE TRANSMISSION DUCT INSTALLATION TO BE
COMPLETED BY CITY OF CARMEL PRJ# 17-ENG-01.
CONSTR. LIMITS
CONSTR. LIMITS
CONSTR. LIMITS
CONSTR. LIMITS
Str. No. 604, +02 "M"
Manhole Type 'C-4' Str. No. 606, +60 "M"
Storm Cleanout, Type 'I'
Str. No. EX1, +02 "M"
Existing Manhole. Adjust
Casting to Grade.
Str. No. 603, +67 "M"
Storm Cleanout, Type 'I'
Str. No. 601, +23 "M"
Manhole Type 'C-4'
Str. No. 602, +52 "M"
Inlet Type 'E-7'
Str. No. 604A, +02 "M"
Inlet Type 'E-7'
REMOVE EX. TREES REMOVE EX. TREES
EXISTING TREES TO BE
REMOVED BY OTHERS
EXISTING TREES TO BE
REMOVED BY OTHERS
CONTROL POINT 244 (MAG NAIL FND. FLUSH) - O.P.O.T. 14+18.96, 5.38'(R) LINE "A"
N = 720826.2989
E = 8322.5348
MONON
(2)
(3)
(4) C.P. 244
(1) TOP NUT OF HYDRANT, 132.52'
(2) MAG NAIL SET UP 2.5' N. SIDE PP#192-448, 30.51'
(3) CUT "X" N. BONNET BOLT OF HYDRANT, 129.76'
(4) NW COR. NORTHERLY 6"x6" WOOD POST UP 0.9', 17.60'
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANS PHASE 2
FILENAME : CONSTR DETAIL.dwg
DATE/USER : 4/30/2018 1:50 PM / LCOX
1"=10'
1"=10'
CONSTRUCTION DETAILS 12
LINE 'M'
NOTE:
Remove all existing features only as necessary to install Phase 2 improvements only, unless specified to remain.
Coordinate with Utility Plan Sheets 39-46, for treatment of existing utilities. Coordinate with Signage Plan, Sheets
56-63, for treatment of existing signage. All trees within construction limits of Phase I and Phase II 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 tree removal.
Salvage existing castings to the Carmel Street Department.
Refer to Construction Details, Sheet 11, for Proposed Legend.
MATCH LINE 11+00 'M'
MATCH LINE 14+00 'M'
CONTROL POINT 244 (MAG NAIL FND. FLUSH) - O.P.O.T. 14+18.96, 5.38'(R) LINE "A"
N = 720826.2989
E = 8322.5348
MONON
(2)
(3)
(4) C.P. 244
(1) TOP NUT OF HYDRANT, 132.52'
(2) MAG NAIL SET UP 2.5' N. SIDE PP#192-448, 30.51'
(3) CUT "X" N. BONNET BOLT OF HYDRANT, 129.76'
(4) NW COR. NORTHERLY 6"x6" WOOD POST UP 0.9', 17.60'
All R/W and Topo from Line "M" Unless Noted Otherwise
PROPOSED
LEGEND
EXISTING
Storm Manhole
Gas Line
Storm Inlets
Sanitary Manhole
Gas Valve
Gas Meter
Sanitary Cleanout
Water Line
Water Valve
Fire Hydrant
Sprinkler
Electric Line
Power Pole w/(Riser)
Light & Power Pole
Light & Power Pole w/Riser
Water Meter
Light Pole
Guy Wire
Electric Box
Fiber Optic Line
Telephone Line
Telephone Manhole
Cable TV Line
Cable TV Box
Telephone Riser
Utility Manhole
Wood Fence
Iron Pin
Sign
Flag Pole
Bush
Tree Trunk
Deciduous Tree
Coniferous Tree
Overhead Utility Line
Wood Fence
Wire Fence
Chainlink Fence
Iron Fence
Irr. Valve
Mailbox
TBM #251 - MagNail Fnd, Flush, In East Edge
of Ex. Monon Trail
Sta. 16+49.43 "M", 2.96' Rt., Elev. = 830.58'
TBM #403 - Top of NW Corner of Conc Retaining Wall.
Sta. 30+19.51 "M", 18.14' Rt., Elev. = 828.85'
TBM #404 - Top of SW Corner of Conc Porch for Apt. 1B.
Sta. 26+66.51 "M", 82.89' Rt., Elev. = 828.77'
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 1
2 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)
Tree Line
Construction Limits
Stormwater Trench
Soil Cells
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANS PHASE 2
FILENAME : CONSTR DETAIL.dwg
DATE/USER : 4/30/2018 1:50 PM / LCOX
1"=10'
1"=10'
CONSTRUCTION DETAILS 11
LINE 'M'
NOTE:
Remove all existing features only as necessary to install Phase 2 improvements only, unless specified to remain.
Coordinate with Utility Plan Sheets 39-46, for treatment of existing utilities. Coordinate with Signage Plan, Sheets
56-63, for treatment of existing signage. All trees within construction limits of Phase I and Phase II 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 tree removal.
Salvage existing castings to the Carmel Street Department.
Refer to Construction Details, Sheet 11, for Proposed Legend.
MATCH LINE 11+00 'M'
27+00
28+00
29+00
30+00
31+00
32+00
33+00
8+00
9+00
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
20+00
21+00
22+00
23+00
24+00
25+00
26+00
27+00
28+00
29+00
30+00
31+00
32+00
33+00
8+00
9+00
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
20+00
21+00
22+00
23+00
24+00
25+00
26+00
27+00
28+00
29+00
30+00
31+00
32+00
33+00
MONON TRAIL
MONON TRAIL
MONON TRAIL
1st ST SW
W MAIN ST
1st ST NW
6th ST SW
Elm Street
PLAN 3 PEDESTRIAN DETOUR
2nd ST SW
PLAN 3 PEDESTRIAN DETOUR
MONON BLVD SB MONON BLVD SB
MONON BLVD NB
MONON BLVD NB
PEDESTRIAN PATH
MIDTOWN PLAZA
(BY OTHERS)
MONON
TRAIL
MODIFIED R9-9
W11-2
R1-1
W/ FLASHING LED
W/ FLASHING LED
W20-1
W/ FLASHING LED
ROAD
WORK
AHEAD
R11-2
4'x2'-6"
ROAD
CLOSED
AHEAD
4'x2'-6"
CLOSED
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANS PHASE 2
FILENAME : PHASING PLAN.dwg
DATE/USER : 4/30/2018 11:33 AM / LCOX
1"=80'
MAINTENANCE OF TRAFFIC 8
PHASE II - PEDISTRIAN DETOUR #1
PHASE II - PEDISTRIAN DETOUR #2
PEDESTRIAN DETOUR PLAN 1
2nd ST SW
PEDESTRIAN DETOUR PLAN 1
PEDESTRIAN PATH
MONON BLVD SB MONON BLVD SB
MONON BLVD NB
MONON BLVD NB
MIDTOWN PLAZA
(BY OTHERS)
MONON TRAIL
1st ST SW
W MAIN ST
1st ST NW
6th ST SW
Elm Street
PEDESTRIAN DETOUR PLAN 2
2nd ST SW
MONON BLVD SB PEDESTRIAN DETOUR PLAN 2
MONON BLVD SB
MONON BLVD NB
MONON BLVD NB
PEDESTRIAN PATH
MIDTOWN PLAZA
(BY OTHERS)
8+00
9+00
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
20+00
21+00
22+00
23+00
24+00
25+00
26+00
27+00
28+00
29+00
30+00
31+00
32+00
33+00
8+00
9+00
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
20+00
21+00
22+00
23+00
24+00
25+00
26+00
27+00
28+00
29+00
30+00
31+00
32+00
33+00
MONON
TRAIL
MODIFIED R9-9
W11-2
R1-1
W/ FLASHING LED
W/ FLASHING LED
W20-1
W/ FLASHING LED
ROAD
WORK
AHEAD
R11-2
4'x2'-6"
ROAD
CLOSED
AHEAD
4'x2'-6"
CLOSED
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANS PHASE 2
FILENAME : PHASING PLAN.dwg
DATE/USER : 4/30/2018 11:33 AM / LCOX
1"=80'
PEDISTRIAN 7
MAINTENANCE OF TRAFFIC
PHASE I - PEDISTRIAN DETOUR #1
PHASE I - PEDISTRIAN DETOUR #2
9+00
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
20+00
21+00
22+00
23+00
24+00
25+00
26+00
27+00
28+00
29+00
30+00
31+00
32+00
33+00
PHASE I
PHASE II
(BY OTHERS)
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANS PHASE 2
FILENAME : PHASING PLAN.dwg
DATE/USER : 4/30/2018 11:33 AM / LCOX
1"=80'
PHASING PLAN 6
MONON TRAIL
2nd ST SW
2nd AVE SW
1st ST SW
W MAIN ST
3rd AVE SW
1st ST NW
App PL
App PL
App PL
App PL
App PL
App PL
App PL
App PL
App PL
App PL
App PL
App PL
App PL
App PL
App PL
App PL
App PL
App PL
App PL
App PL
19+00
20+00
21+00
22+00
23+00
24+00
25+00
26+00
27+00
28+00
29+00
30+00
31+00
32+00
33+00
34+00
END PHASE 2
CONSTRUCTION
30+16.42 "LINE M"
MBI MIDTOWN WEST LLC
CITY OF CARMEL REDEVELOPMENT COMMISSION
CL REALTY INC
CL REALTY INC
CL REALTY INC
LINE M
LINE M
LINE M
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANS PHASE 2
FILENAME : PLAT-1.dwg
DATE/USER : 4/23/2018 9:13 AM / LCOX
1"=50'
PLAT NO. 1 5
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
STARTING STATION
2+54.42 "LINE M"
BEGIN PHASE 2
CONSTRUCTION
9+58.13 "LINE M"
Line "M"
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANS PHASE 2
FILENAME : PLAT-1.dwg
DATE/USER : 4/23/2018 9:13 AM / LCOX
1"=50'
PLAT NO. 1 4
Profile - Line "Monon"
Proposed Monon Trail
4:1 Max
Grade to Existing Toe
of Ditch
2%
Varies
5'-0" to 7'-0"
2%
26'-0" 1'-0"
10'-0"
K
0'-6"
MAX. 2%
2%
0'-6" 1'-0" 26'-0"
0.5% to 2%
2%
0.5% to 3%
10'-0"
TYPICAL CROSS SECTION A3
STA. 18+25.61 to 19+65.58 "M"
*West Sidewalk Grading Not Typical:
STA. 19+26.09 to 19+65.58 "M"
2%
0'-0" to 8'-0"
24'-6" to 32'-6" Varies
Varies
0'-0" to 8'-0" 0'-0" to 30'-6"
Varies Varies
Soil Cells
(Refer to Soil Cell Plans
for Limits, Locations and
Details) Soil Cells
(Refer to Soil Cell Plans
for Limits, Locations and
Details)
Line "M"
Varies
Line "Monon"
Grade As Shown On
Profile - Line "Monon"
Grade As Shown On
Profile - Line "P-SB" Grade As Shown On
Profile - Line "P-NB"
0' to 5'
Varies
2' to 7'
Varies
Compacted Subgrade
to 98% Proctor
Compacted Subgrade
to 98% Proctor
0' to 5'
Varies
2' to 7'
Varies
B B
B B
Stone Trench with Underdrain (See
Construction Details Sheets)
Stone Trench with Underdrain
(See Construction Details Sheets)
K C1
C1 C
C
Varies
4:1 Max
Proposed Walk Path
Line "Walk"
Grade As Shown On
Profile - Line "Walk"
2%
0.5% to 3%
Varies
Phase 2 Limits
Prop. R/W - 140'
4:1 Max
Proposed Monon Trail
2%
13'-0" 8'-0"
Varies *
Phase 1 (By Others) Phase 1 (By Others)
Proposed Walk Path
Proposed Monon Trail
13'-0" 8'-0"
Proposed Walk Path
Proposed Monon Trail
13'-0" 8'-0"
Phase 1 (By Others) Phase 1 (By Others)
STA. 20+42.58 to 23+77.10 "M"
* Monon Trail Transitions from Typical
Section B to Typical Section C:
- STA. 23+77.10 to 24+35.40 "M"
Varies
Phase 1 (By Others)
Phase 1 (By Others)
A
A
A
M W
M W
M
W
A
A
A
A
A
A
LEGEND
K Permeable Paver Pavement
(See REA - Site Layout Details - SD4.1 to SD4.51 for Details)
K1 Non-Permeable Paver Pavement
(See REA - Site Layout Details - SD4.1 to SD4.51 for Details)
B Sidewalk/Cycle Track/Landscaping
(See REA - Site Layout Details - SD4.1 to SD4.51 for Details)
C Curb, Granite, 12"
(See REA - Site Layout Details - SD4.1 to SD4.51 for Details)
C1 Curb, Granite, 6"
(See REA - Site Layout Details - SD4.1 to SD4.51 for Details)
A Sodding/Decomposed Granite/Landscaping
(See REA - Site Layout Details - SD4.1 to SD4.51 for Details)
Notes:
1. See Detailed Grading Sheets for Spot Elevations and Profile Sheets
for Additional Information on Profile Grades and Location of Profile
Grades.
2. Refer to REA Construction Plans for Pavement, Curb, Sidewalk and
Landscaping Typical Sections, Dimensions, Locations, Materials,
Details, Etc.
3. Refer to REA Site Layout Plans and Soil Plans for Excavation Limits
and Details within the Median.
4. Refer to REA Construciton Plans for Grading Details of Play Area:
-- Sta. 13+78.62 "M" to 14+65.62 "M"
5. Refer to Detailed Grading Plans (Sheet 19) and Site Layout Plan
(Sheets SD3.1-SD3.8) and Details (Sheets SD4.1-SD4.51) for
Intersection Grading and Details.
-- Sta. 9+93.12 "M" to 10+65.18 "M"
26 Mulched Seeding
M Monon Trail Pavement
(See REA - Site Layout Details - SD4.1 to SD4.51 for Details)
W Walk Path Pavement
(See REA - Site Layout Details - SD4.1 to SD4.51 for Details)
A
A
A
A
C1
C1
B
DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANS PHASE 2
FILENAME : TYPSEC.dwg
DATE/USER : 4/24/2018 9:51 AM / LCOX
TYPICAL SECTIONS
N/A
N/A
3
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
Details)
Line "M"
Varies
Line "Monon"
Grade As Shown On
Profile - Line "Monon"
Proposed Monon Trail
Grade As Shown On
Profile - Line "P-SB" Grade As Shown On
Profile - Line "P-NB"
0' to 5'
Varies
2' to 7'
Varies
Compacted Subgrade
to 98% Proctor
Compacted Subgrade
to 98% Proctor
0' to 5'
Varies
2' to 7'
Varies
B B
26 B
Stone Trench with Underdrain
(See Construction Details Sheets)
Stone Trench with Underdrain
(See Construction Details Sheets)
K C1
C1 C
C
Varies
4:1 Max
Proposed Walk Path
Line "Walk"
Grade As Shown On
Profile - Line "Walk"
2%*
2%
0.5% to 3%
Varies
18'-6" to 30'-6"
Varies
Varies
13'-0" 8'-0"
0.5% to 2%
Varies
Phase 2 Limits
Prop. R/W - 140'
26'-0" 1'-0"
10'-0"
K
0'-6"
2%
4:1 Max
0'-6" 1'-0" 26'-0"
0.5% to 2%
2%
0.5% to 3%
10'-0"
TYPICAL CROSS SECTION A1
STA. 12+33.53 to 13+78.62 "M"
STA. 14+65.62 to 15+78.24 "M"
2%
0'-0" to 8'-0"
11'-0" to 19'-0" Varies
Varies
0'-0" to 8'-0" 24'-6" to 32'-6"
Varies Varies
Soil Cells
(Refer to Soil Cell Plans
for Limits, Locations and
Details) Soil Cells
(Refer to Soil Cell Plans
for Limits, Locations and
Details)
Line "M"
Varies
Line "Monon"
Grade As Shown On
Profile - Line "Monon"
Proposed Monon Trail
Grade As Shown On
Profile - Line "P-SB" Grade As Shown On
Profile - Line "P-NB"
0' to 5'
Varies
2' to 7'
Varies
Compacted Subgrade
to 98% Proctor
Compacted Subgrade
to 98% Proctor
0' to 5'
Varies
2' to 7'
Varies
B B
26 B
Stone Trench with Underdrain
(See Construction Details Sheets)
Stone Trench with Underdrain
(See Construction Details Sheets)
K C1
C1 C
C
Varies
4:1 Max
Proposed Walk Path
Line "Walk"
Grade As Shown On
Profile - Line "Walk"
2%
2%
0.5% to 3%
Varies
18'-6" to 30'-6"
Varies
Varies
13'-0" 8'-0"
0.5% to 2%
Varies
Phase 2 Limits
Prop. R/W - 140'
26'-0" 1'-0"
10'-0"
K
0'-6"
2%
4:1 Max
0'-6" 1'-0" 26'-0"
0.5% to 2%
2%
0.5% to 3%
10'-0"
TYPICAL CROSS SECTION A2
STA. 16+88.10 to 17+88.66 "M"
* Monon Trail Cross-Slope Transitions:
- STA. 17+88.66 to 18+25.61 "M"
2%
0'-0" to 8'-0"
15'-9" to 32'-6" Varies
Varies
0'-0" to 8'-0" 24'-6" to 32'-6"
Varies Varies
Soil Cells
(Refer to Soil Cell Plans
for Limits, Locations and
Details) Soil Cells
(Refer to Soil Cell Plans
for Limits, Locations and
Details)
Line "M"
Varies
Line "Monon"
Grade As Shown On
Profile - Line "Monon"
Proposed Monon Trail
Grade As Shown On
Profile - Line "P-SB" Grade As Shown On
Profile - Line "P-NB"
0' to 5'
Varies
2' to 7'
Varies
Compacted Subgrade
to 98% Proctor
Compacted Subgrade
to 98% Proctor
0' to 5'
Varies
2' to 7'
Varies
B B
B
Stone Trench with Underdrain
(See Construction Details Sheets)
Stone Trench with Underdrain
(See Construction Details Sheets)
K C1
C1 C
C
Varies
4:1 Max
Proposed Walk Path
Line "Walk"
Grade As Shown On
Profile - Line "Walk"
2%*
2%
0.5% to 3%
Varies
0'-0" to 16'-9"
Varies
Varies
13'-0" 8'-0"
0.5% to 2%
Varies
Tie Into Existing
Grade Outside of
Sidewalk @ Max. 3:1
26 Mulched Seeding
A
A
A
A
A
A
A
A
A
M Monon Trail Pavement
(See REA - Site Layout Details - SD4.1 to SD4.51 for Details)
W Walk Path Pavement
(See REA - Site Layout Details - SD4.1 to SD4.51 for Details)
M W
M W
M W
26
DIRECTORY PATH : R:\Active\Carmel\2016 Bonds\COIT Bond\Monon Bvld\CAD\PLANS PHASE 2
FILENAME : TYPSEC.dwg
DATE/USER : 4/24/2018 9:51 AM / LCOX
TYPICAL SECTIONS
N/A
N/A
2
W.F.H.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL
T.E.N.
L.M.C.
T.E.N.
. VERTICAL SCALE
16-ENG-22
.
16-ENG-22
-
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
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: Brynn Streeter
Ph: (317) 703-0681
brynn.streeter@duke-energy.com
UTILITIES
END CONSTRUCTION
STA. 30+16.42 "M"
BEGIN CONSTRUCTION
STA. 9+58.13 "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
CIVIL ENGINEER:
CROSSROAD ENGINEERS, P.C.
3714 SHERMAN DRIVE
BEECH GROVE, INDIANA 46107
317-780-1555
www.crossroadengineers.com
CONTACT: WILLIAM HALL
whall@crossroadengineers.com
STORMWATER:
WILLIAMS CREEK CONSULTING
619 N. PENNSYLVANIA STREET
INDIANAPOLIS, INDIANA 46204
317-423-0690
www.williamscreek.net
CONTACT: JIM RINEHART
jrinehart@williamscreek.net
LANDSCAPE ARCHITECT:
RUNDELL ERNSTBERGER ASSOCIATES
618 MARKET STREET
INDIANAPOLIS, INDIANA 46202
317-263-0127
www.reasite.com
CONTACT: PHILLIP ARDEN
parden@reasite.com
ELECTRICAL:
THE ENGINEERING COLLABORATIVE
2410 EXECUTIVE DRIVE, SUITE 100
INDIANAPOLIS, INDIANA 46241
317-636-3941
www.tec-mep.com
CONTACT: AARON BLACKFORD
aaron@tec-mep.com
IRRIGATION:
LANDTECH DESIGN
8420 ZIONSVILLE ROAD
INDIANAPOLIS, INDIANA 46268
317-870-2619
www.landtechdesign.com
CONTACT: JIM DAVIS
jim.davis@landtechdesign.com
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