HomeMy WebLinkAbout1st on Main - Civil Plans - 02.11.22C-100
FINAL CONSTRUCTION PLANS
VICINITY MAP PROJECT LOCATION
LOCATION MAP
1st ST NE
NORTHNORTHPLAN INDEX
SHEET #SUBJECT
LEGAL DESCRIPTION
UTILITIES
PROJECT LOCATION
E MAIN STN RANGELINE RD1st AVE NE1ST ON MAIN
CARMEL, INDIANA
DEVELOPER
LAUTH GROUP, INC.
10 WEST CARMEL DRIVE, SUITE 100
CARMEL, IN 46032
PHONE: (317) 464-7517
CONTACT: KEN STROKE
EMAIL: kstroke@lauth.net
ENGINEER
CROSSROAD ENGINEERS, PC
115 N. 17th AVE.
BEECH GROVE, IN 46107
PHONE: (317) 780-1555
CONTACT: GREGORY J. ILKO
EMAIL: gilko@crossroadengineers.com CONSTRUCTIONNOT FOR-#####2021-10-29CONTACT(YYYY-MM-DD)CONSULTANTTITLE:
DRAWING NO.(YYYY-MM-DD)DATEREV.DESCRIPTIONPROJECT:DATETITLE:CERTIFIED BY:CONSULTANTJOB NUMBERSHEET OFTELEPHONE:LAUTH GROUP, INC.PROJECT:CONTACT:PROJECT NUMBER:STATE NUMBER:E-MAIL:FAX:1ST ON MAINOVERALL DEVELOPMENT41 N RANGELINE RD & 10 E MAIN STCARMEL, INDIANA 460321ST ON MAINKEN STROKE317.848.6500317.848.6511kstroke@lauth.net12021.11.19MODIFICATIONS PER CLIENT COMMENTSDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARY22022.01.21MODIFICATIONS PER CLIENT AND CITY COMMENTS32022.02.11MODIFICATIONS PER CLIENT AND CITY COMMENTSTITLE SHEETTITLE SHEET
GENERAL PROJECT SUMMARY
1st STREET NE
E MAIN STREETN RANGELINE ROAD1st AVE NETBM#400
TBM#402
TBM#401
ALLEY
TBM#407 TBM#403
TBM#405
TBM#406
N89°44'42"E 304.42'
S00°06'04"E 126.23'
S89°44'42"W
52.42'
S00°06'04"E 142.00'
N00°06'04"W
268.23'N00°06'04"W 2645.23'S89°44'42"W 2586.78'
S89°44'42"W 252.00'
EXISTING UTILITY LEGEND
C-200CONSTRUCTIONNOT FOR-#####2021-10-29CONTACT(YYYY-MM-DD)CONSULTANTTITLE:
DRAWING NO.(YYYY-MM-DD)DATEREV.DESCRIPTIONPROJECT:DATETITLE:CERTIFIED BY:CONSULTANTJOB NUMBERSHEET OFTELEPHONE:LAUTH GROUP, INC.PROJECT:CONTACT:PROJECT NUMBER:STATE NUMBER:E-MAIL:FAX:1ST ON MAINOVERALL DEVELOPMENT41 N RANGELINE RD & 10 E MAIN STCARMEL, INDIANA 460321ST ON MAINKEN STROKE317.848.6500317.848.6511kstroke@lauth.net12021.11.19MODIFICATIONS PER CLIENT COMMENTSDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARY22022.01.21MODIFICATIONS PER CLIENT AND CITY COMMENTS32022.02.11MODIFICATIONS PER CLIENT AND CITY COMMENTSTOPOGRAPHICAL NOTES
EXISTING LEGEND
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BENCHMARK INFORMATION
FLOODPLAIN INFORMATION NORTHTOPOGRAPHICAL SURVEYTOPOGRAPHICAL SURVEY
N89°44'42"E 304.42'
S00°06'04"E 126.23'
S89°44'42"W
52.42'
S00°06'04"E 142.00'
N00°06'04"W
268.23'N00°06'04"W 2645.23'S89°44'42"W 2586.78'
S89°44'42"W 252.00'
1st STREET NE
E MAIN STREETN RANGELINE ROAD1st AVE NEALLEY
J
J
J
TBM#400
TBM#402
TBM#401
J
J
J
J J A
A
EXISTING UTILITY LEGEND
DEMOLITION ANDPRE-CONSTRUCTION SWPPPCONSTRUCTIONNOT FOR-#####2021-10-29CONTACT(YYYY-MM-DD)CONSULTANTTITLE:
DRAWING NO.(YYYY-MM-DD)DATEREV.DESCRIPTIONPROJECT:DATETITLE:CERTIFIED BY:CONSULTANTJOB NUMBERSHEET OFTELEPHONE:LAUTH GROUP, INC.PROJECT:CONTACT:PROJECT NUMBER:STATE NUMBER:E-MAIL:FAX:1ST ON MAINOVERALL DEVELOPMENT41 N RANGELINE RD & 10 E MAIN STCARMEL, INDIANA 460321ST ON MAINKEN STROKE317.848.6500317.848.6511kstroke@lauth.net12021.11.19MODIFICATIONS PER CLIENT COMMENTSDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARY22022.01.21MODIFICATIONS PER CLIENT AND CITY COMMENTS32022.02.11MODIFICATIONS PER CLIENT AND CITY COMMENTSEXISTING LEGEND
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BENCHMARK INFORMATION
FLOODPLAIN INFORMATIONNORTHSECTION A-A
TEMPORARY CONSTRUCTION
ENTRANCE DETAIL
ATTACHING TWO SILT FENCES
SILT FENCE DETAIL
EROSION CONTROL NOTES
DEMOLITION NOTES
DEMOLITION LEGEND
SILTSACK INLET FILTER DETAIL
®
C-201
DEMOLITION AND
PRE-CONSTRUCTION SWPPP
STORAGE
ROOMS
MAINTENANCE PUMP ROOM TRASHELECTRICAL
ROOM
IT ROOM
AT&T
EQUIPMENT
ACCESS
N89°44'42"E 304.42'
S00°06'04"E 126.23'
S89°44'42"W
52.42'
S00°06'04"E 142.00'
N00°06'04"W
268.23'N00°06'04"W 2645.23'S89°44'42"W 2586.78'
S89°44'42"W 252.00'
1st STREET NE
E MAIN STREETN RANGELINE ROAD1st AVE NED1D1D1
D1
D1
D1
D DD
D
D
BB
B
B
B
B
B
B
C1
C1
C1
C1C1
ALLEY
D
D
D
J
J
JJJ
J
J
J
J J J
B
J
C
J
D
J J
G G
K
K
K
K
K J
J
J
J
J
J
J
J
J
J
J
J
G
H
H
G
S
J J
K K
J
K
J
K
J
J
J
F
F
F
G1
R R
R
R
L
CONSTRUCTIONNOT FOR-#####2021-10-29CONTACT(YYYY-MM-DD)CONSULTANTTITLE:
DRAWING NO.(YYYY-MM-DD)DATEREV.DESCRIPTIONPROJECT:DATETITLE:CERTIFIED BY:CONSULTANTJOB NUMBERSHEET OFTELEPHONE:LAUTH GROUP, INC.PROJECT:CONTACT:PROJECT NUMBER:STATE NUMBER:E-MAIL:FAX:1ST ON MAINOVERALL DEVELOPMENT41 N RANGELINE RD & 10 E MAIN STCARMEL, INDIANA 460321ST ON MAINKEN STROKE317.848.6500317.848.6511kstroke@lauth.net12021.11.19MODIFICATIONS PER CLIENT COMMENTSDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARY22022.01.21MODIFICATIONS PER CLIENT AND CITY COMMENTS32022.02.11MODIFICATIONS PER CLIENT AND CITY COMMENTSNORTHCITY OF CARMEL STANDARDSCOMBINED CURB AND GUTTER TYPE II
C-300
SITE DIMENSION NOTES
SITE DIMENSION LEGEND
TYPICAL CONCRETE PAVEMENT SECTION MONOLITHIC CURB AND SIDEWALK
STRAIGHT CONCRETE CURB
CONCRETE SIDEWALK SITE DIMENSION PLANSITE DIMENSION PLAN
STREET CUT REPAIR DETAIL
HEAVY DUTY CONCRETE PAVEMENT SECTION
BICYCLE RACK DETAIL
BICYCLE RACK
TYPICAL CAST-IN-PLACE CONCRETE RETAINING WALL SECTION
STORAGE
ROOMS
MAINTENANCE PUMP ROOM TRASHELECTRICAL
ROOM
IT ROOM
AT&T
EQUIPMENT
ACCESS
1st STREET NE
E MAIN STREETN RANGELINE ROAD1st AVE NESANITARY SEWER
STRUCTURE TABLE
STR. DATA
STR. NO. SS-1
STORM SEWER
STRUCTURE TABLE
STR. DATA
STR. NO. 1
STR. NO. 2
STR. NO. 3
STR. NO. 4
STORM SEWER
STRUCTURE TABLE
STR. DATA
STR. NO. 5
STR. NO. 6
STR. NO. 7
STR. NO. 8
STORM SEWER
STRUCTURE TABLE
STR. DATA
STR. NO. 9
STR. NO. 10
STR. NO. 11
STR. NO. 12
STORM SEWER
CLEANOUT TABLE
STR. DATA
STR. NO. CO-1
STR. NO. CO-2
STR. NO. CO-3
STR. NO. CO-4
STR. NO. CO-5
STORM SEWER
STRUCTURE TABLE
STR. DATA
STR. NO. 13
STR. NO. 14
STR. NO. 15
STR. NO. 16
C-400CONSTRUCTIONNOT FOR-#####2021-10-29CONTACT(YYYY-MM-DD)CONSULTANTTITLE:
DRAWING NO.(YYYY-MM-DD)DATEREV.DESCRIPTIONPROJECT:DATETITLE:CERTIFIED BY:CONSULTANTJOB NUMBERSHEET OFTELEPHONE:LAUTH GROUP, INC.PROJECT:CONTACT:PROJECT NUMBER:STATE NUMBER:E-MAIL:FAX:1ST ON MAINOVERALL DEVELOPMENT41 N RANGELINE RD & 10 E MAIN STCARMEL, INDIANA 460321ST ON MAINKEN STROKE317.848.6500317.848.6511kstroke@lauth.net12021.11.19MODIFICATIONS PER CLIENT COMMENTSDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARY22022.01.21MODIFICATIONS PER CLIENT AND CITY COMMENTS32022.02.11MODIFICATIONS PER CLIENT AND CITY COMMENTSNORTHPROPOSED LEGEND
SUTILITIES NOTES
UTILITY PLANUTILITY PLAN
STORAGE
ROOMS
MAINTENANCE PUMP ROOM TRASHELECTRICAL
ROOM
IT ROOM
AT&T
EQUIPMENT
ACCESS
1st STREET NE
E MAIN STREETN RANGELINE ROAD1st AVE NESANITARY SEWER
STRUCTURE TABLE
STR. DATA
STR. NO. SS-1
C-401CONSTRUCTIONNOT FOR-#####2021-10-29CONTACT(YYYY-MM-DD)CONSULTANTTITLE:
DRAWING NO.(YYYY-MM-DD)DATEREV.DESCRIPTIONPROJECT:DATETITLE:CERTIFIED BY:CONSULTANTJOB NUMBERSHEET OFTELEPHONE:LAUTH GROUP, INC.PROJECT:CONTACT:PROJECT NUMBER:STATE NUMBER:E-MAIL:FAX:1ST ON MAINOVERALL DEVELOPMENT41 N RANGELINE RD & 10 E MAIN STCARMEL, INDIANA 460321ST ON MAINKEN STROKE317.848.6500317.848.6511kstroke@lauth.net12021.11.19MODIFICATIONS PER CLIENT COMMENTSDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARY22022.01.21MODIFICATIONS PER CLIENT AND CITY COMMENTS32022.02.11MODIFICATIONS PER CLIENT AND CITY COMMENTSNORTHWATER AND SEWER PLANWATER AND SEWER PLAN
UTILITIES NOTES
PROPOSED LEGEND
S
STORAGE
ROOMS
MAINTENANCE PUMP ROOM TRASHELECTRICAL
ROOM
IT ROOM
AT&T
EQUIPMENT
ACCESS
1st STREET NE
E MAIN STREETN RANGELINE ROAD1st AVE NEC-500CONSTRUCTIONNOT FOR-#####2021-10-29CONTACT(YYYY-MM-DD)CONSULTANTTITLE:
DRAWING NO.(YYYY-MM-DD)DATEREV.DESCRIPTIONPROJECT:DATETITLE:CERTIFIED BY:CONSULTANTJOB NUMBERSHEET OFTELEPHONE:LAUTH GROUP, INC.PROJECT:CONTACT:PROJECT NUMBER:STATE NUMBER:E-MAIL:FAX:1ST ON MAINOVERALL DEVELOPMENT41 N RANGELINE RD & 10 E MAIN STCARMEL, INDIANA 460321ST ON MAINKEN STROKE317.848.6500317.848.6511kstroke@lauth.net12021.11.19MODIFICATIONS PER CLIENT COMMENTSDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARY22022.01.21MODIFICATIONS PER CLIENT AND CITY COMMENTS32022.02.11MODIFICATIONS PER CLIENT AND CITY COMMENTSNORTH800
800
GRADING LEGEND
GRADING NOTES
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BENCHMARK INFORMATION
GRADING PLANGRADING PLAN
TRUNCATED DOMES USED
SECTION A-A
IN DETECTABLE WARNINGSN. RANGELINE RD.1st STREET NE
A
A
SECTION A-A
SECTION B-B
B
B
N. RANGELINE RD.1st STREET NE
E. MAIN S.
SECTION C-C
C
C
DETAIL RAMP 'A'
DETAIL RAMP 'B'
DETAIL RAMP 'C'
STORAGE
ROOMS
MAINTENANCE PUMP ROOM TRASHELECTRICAL
ROOM
IT ROOM
AT&T
EQUIPMENT
ACCESS
10+0011+00STORM FROM STR. NO. 11 TO STR. NO. 12 HORZ. SCALE: 1"=10 VERT. SCALE: 1"=2
820
825
830
835
840
845
820
825
830
835
840
845
10+00 11+00 11+75833.76834.35835.06836.04837.11837.37837.55833.31833.96835.04835.72836.46836.71836.97C-600CONSTRUCTIONNOT FOR-#####2021-10-29CONTACT(YYYY-MM-DD)CONSULTANTTITLE:
DRAWING NO.(YYYY-MM-DD)DATEREV.DESCRIPTIONPROJECT:DATETITLE:CERTIFIED BY:CONSULTANTJOB NUMBERSHEET OFTELEPHONE:LAUTH GROUP, INC.PROJECT:CONTACT:PROJECT NUMBER:STATE NUMBER:E-MAIL:FAX:1ST ON MAINOVERALL DEVELOPMENT41 N RANGELINE RD & 10 E MAIN STCARMEL, INDIANA 460321ST ON MAINKEN STROKE317.848.6500317.848.6511kstroke@lauth.net12021.11.19MODIFICATIONS PER CLIENT COMMENTSDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARY22022.01.21MODIFICATIONS PER CLIENT AND CITY COMMENTS32022.02.11MODIFICATIONS PER CLIENT AND CITY COMMENTSNORTH–
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BENCHMARK INFORMATION
DRAINAGE PLANDRAINAGE PLAN
PLAN VIEW
DETENTION OUTLET STRUCTURE
STR. NO. 12
SHARP CRESTED
WEIR DETAIL
PROPOSED LEGEND
SSUMMARY
ALLOWABLE RELEASE RATES:
PROPOSED RELEASE RATES:
REQUIRED DETENTION VOLUME:
PROVIDED DETENTION VOLUME:
PROPOSED ELEVATIONS:
DRAINAGE
STORAGE
ROOMS
MAINTENANCE PUMP ROOM TRASHELECTRICAL
ROOM
IT ROOM
AT&T
EQUIPMENT
ACCESS
1st STREET NE
E MAIN STREETN RANGELINE ROAD1st AVE NEA
A
A
A A
A
A
A
A
A
A
A
C-700CONSTRUCTIONNOT FOR-#####2021-10-29CONTACT(YYYY-MM-DD)CONSULTANTTITLE:
DRAWING NO.(YYYY-MM-DD)DATEREV.DESCRIPTIONPROJECT:DATETITLE:CERTIFIED BY:CONSULTANTJOB NUMBERSHEET OFTELEPHONE:LAUTH GROUP, INC.PROJECT:CONTACT:PROJECT NUMBER:STATE NUMBER:E-MAIL:FAX:1ST ON MAINOVERALL DEVELOPMENT41 N RANGELINE RD & 10 E MAIN STCARMEL, INDIANA 460321ST ON MAINKEN STROKE317.848.6500317.848.6511kstroke@lauth.net12021.11.19MODIFICATIONS PER CLIENT COMMENTSDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARY22022.01.21MODIFICATIONS PER CLIENT AND CITY COMMENTS32022.02.11MODIFICATIONS PER CLIENT AND CITY COMMENTSNORTH800
LEGEND
SECTION A-A
TEMPORARY CONSTRUCTION
ENTRANCE DETAIL
SILTSACK INLET FILTER DETAIL
®
EROSION CONTROL NOTES
POST CONSTRUCTION SWPPPPOST CONSTRUCTION SWPPP
C-701CONSTRUCTIONNOT FOR-#####2021-10-29CONTACT(YYYY-MM-DD)CONSULTANTTITLE:
DRAWING NO.(YYYY-MM-DD)DATEREV.DESCRIPTIONPROJECT:DATETITLE:CERTIFIED BY:CONSULTANTJOB NUMBERSHEET OFTELEPHONE:LAUTH GROUP, INC.PROJECT:CONTACT:PROJECT NUMBER:STATE NUMBER:E-MAIL:FAX:1ST ON MAINOVERALL DEVELOPMENT41 N RANGELINE RD & 10 E MAIN STCARMEL, INDIANA 460321ST ON MAINKEN STROKE317.848.6500317.848.6511kstroke@lauth.net12021.11.19MODIFICATIONS PER CLIENT COMMENTSDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARY22022.01.21MODIFICATIONS PER CLIENT AND CITY COMMENTS32022.02.11MODIFICATIONS PER CLIENT AND CITY COMMENTSLEGAL DESCRIPTION
SOIL MAP AND DESCRIPTION
VICINITY MAP
CROSBY SILT LOAM, FINE-LOAMY SUBSOIL-URBAN LAND COMPLEX (YclA)
MIAMI SILT LOAM-URBAN LAND COMLEX (YmsB2)
Hamilton County, Indiana (IN057)
YmsB2
PROJECT NORTH1st STREET NE
1st Ave SEPROJECT
NORTHLOCATION
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·YclA
RANGELINE ROADMAIN STREET
LOCATION
POST CONSTRUCTION SWPPP DETAILSPOST CONSTRUCTION SWPPP DETAILS
SECTION NTS
PLAN NTS
NOTES:
1.ALL MATERIAL TO MEET SPECIFICATIONS.
2. FILTER MEDIA TO MEET APPLICATION REQUIREMENTS.
3. FILTER MEDIA TO BE DISPERSED ON SITE, AS DETERMINED BY
ENGINEER.
SiltSoxxTM for Sediment Control on Pavement
NTS
SiltSoxxTM (5", 8" , 12", or 18" TYPICAL)
AREA TO BE PROTECTEDWORK AREA
WORK AREA
AREA TO BE
PROTECTED
SiltSoxxTM (5", 8", 12", 18" TYPICAL)
WATER FLOW
Pavement or Impervious Surface
Concrete blocks or sand bags sized as needed (10' O.C.)
Concrete blocks or sand bags sized as needed (10' O.C.)
2733 Kanasita Drive, Suite 111, Chattanooga, TN 37343
Phone (888) 344-9044 Fax (423) 826-2112
www.aquashieldinc.com
Structure #:
Drawn By:
Scale:
Date:
Rvwed Rvw. Date
U.S. Patent No. 6524473 and other Patent Pending
Aqua-Swirl XCelerator
As Shown
OFlores
Aqua-Swirl Stormwater Treatment System
Standard Detail
7/22/2020
XC-5 CCW STD
XC-5 STD
Aqua-Swirl Polymer Coated Steel (PCS)
Stormwater Treatment System
12 in
[305 mm]
Manhole Frame & Cover Detail
For Non-Traffic Areas Only
NTS
48 in
[1219 mm] Min.
Gravel Backfill
Concrete
Wrap Compressible Expansion
Joint Material to a minimum
1/2-inch [13 mm] thickness around
top of riser to allow transfer of
inadvertent loading from
manhole cover to concrete slab.
Riser
Soil
Cover
Frame
1/2 in
[13 mm]
1/2 in
[13 mm]
Place small amount of
concrete [3,000 psi [20
MPa] (min)] to support
and level manhole frame.
DO NOT allow manhole
frame to rest upon riser.
Backfill (90%
Proctor Density)
8 in
[203 mm]
4 1/2 in
[114 mm]
Unless other traffic barriers are present,
bollards shall be placed around access riser(s)
in non-traffic areas to prevent inadvertent
loading by maintenance vehicles.
Manhole Frame & Cover Detail
For Traffic Loading Areas
NTS
Cover
Frame
48 in
[1219 mm] Min.
Backfill (90%
Proctor Density)
3,000 psi [20 MPa]
(min) Concrete
#4 [13 mm] Rebar
@ 6 in [152 mm]
Each Way
30 in [762 mm]
Riser
1/2 in
[13 mm]
4 1/2 in
[114 mm]
14 in
[356 mm]
1/2 in [13 mm] Thick
Expansion Joint
Material
If traffic loading (HS-25) is required or anticipated, a 4-foot [1.22 m]
diameter, 14-inch [356 mm] thick reinforced concrete pad must be
placed over the Stormwater Treatment System Riser to support and
level the manhole frame, as shown. The top of riser pipe must be
wrapped with compressible expansion joint material to a minimum
1/2-inch [13 mm] thickness to allow transfer of wheel loads from
manhole cover to concrete slab. Manhole cover shall bear on concrete
slab and not on riser pipe. The concrete slab shall have a minimum
strength of 3,000 psi [20 MPa] and be reinforced with #4 [13 mm]
reinforcing steel as shown. Minimum cover over reinforcing steel shall
be 1-inch [25 mm]. Top of manhole cover and concrete slab shall be
level with finish grade.
Please see accompanied Aqua-Swirl specification notes. See Site
Plan for actual System orientation. Approximate dry (pick) weight:
2200 lbs [1000 kg].
Backfill shall extend at least 18
inches [457 mm] outward from
Swirl Concentrator and for the
full height of the Swirl
Concentrator (including riser)
extending laterally to
undisturbed soils. (See MH
Detail Below)
Backfill
Bedding
Undisturbed soil
18 in
[457 mm]
6 in
[152 mm]
1
1
As an alternative, 42 in [1067 mm] diameter, HS-20/25
rated precast concrete rings may be substituted. 14 in
[356 mm] thickness must be maintained.
XC-5 inlet/outlet pipe size ranges up to 30 in [762 mm].
XC-5 chamber height may vary up to 116 in [2946 mm],
depending on inlet/outlet pipe size.
Orientation may vary from a minimum of 90° to a
maximum of 180°. Clockwise or counterclockwise
orientation as needed.
2
3
3
2
Plan View
SCALE 1:40
78 in
[1981 mm]
78 in
[1981 mm]
n30 in
[762 mm]2
Octagonal Base Plate
Ø66 in
[Ø168 mm]
Elevation View
SCALE 1:40
116 in
[2946 mm]
Varies Varies
5 MH Frame
[127 mm]
n30 in
[762 mm]
Band Coupler
by Manufacturer.
(as needed)Riser
Manhole Frame and
Cover by Manufacturer.
(See Details)
Rim elevations to
match finish grade.
68 in
[1727 mm]
Pipe coupling
by Contractor.
12 in [305 mm]
long Stub-out
by Manufacturer.
Pipe coupling
by Contractor.
12 in [305 mm]
long Stub-out
by Manufacturer.
4
4
el. Varies
Inlet/Outlet Invert
el. Varies
el. Varies
Grade (Rim) el. Varies
n66 in
[1676 mm]
Projected View
SCALE 1:70
Optional inlet
orientations available
(See note 4)
n30 in
[762 mm]
180°
C-800CONSTRUCTIONNOT FOR-#####2021-10-29CONTACT(YYYY-MM-DD)CONSULTANTTITLE:
DRAWING NO.(YYYY-MM-DD)DATEREV.DESCRIPTIONPROJECT:DATETITLE:CERTIFIED BY:CONSULTANTJOB NUMBERSHEET OFTELEPHONE:LAUTH GROUP, INC.PROJECT:CONTACT:PROJECT NUMBER:STATE NUMBER:E-MAIL:FAX:1ST ON MAINOVERALL DEVELOPMENT41 N RANGELINE RD & 10 E MAIN STCARMEL, INDIANA 460321ST ON MAINKEN STROKE317.848.6500317.848.6511kstroke@lauth.net12021.11.19MODIFICATIONS PER CLIENT COMMENTSDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARY22022.01.21MODIFICATIONS PER CLIENT AND CITY COMMENTS32022.02.11MODIFICATIONS PER CLIENT AND CITY COMMENTSRIGID PIPE BEDDING DETAIL
RCP AND VCP PIPE
PVC AND HDPE PIPE
FLEXIBLE PIPE BEDDING DETAIL
MISCELLANIOUS DETAILSMISCELLANIOUS DETAILS
A PART #GRATE OPTIONS
NYLOPLAST DRAIN BASIN
TYPE 'C' STORM MANHOLE
C-900CONSTRUCTIONNOT FOR-#####2021-10-29CONTACT(YYYY-MM-DD)CONSULTANTTITLE:
DRAWING NO.(YYYY-MM-DD)DATEREV.DESCRIPTIONPROJECT:DATETITLE:CERTIFIED BY:CONSULTANTJOB NUMBERSHEET OFTELEPHONE:LAUTH GROUP, INC.PROJECT:CONTACT:PROJECT NUMBER:STATE NUMBER:E-MAIL:FAX:1ST ON MAINOVERALL DEVELOPMENT41 N RANGELINE RD & 10 E MAIN STCARMEL, INDIANA 460321ST ON MAINKEN STROKE317.848.6500317.848.6511kstroke@lauth.net12021.11.19MODIFICATIONS PER CLIENT COMMENTSDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARY22022.01.21MODIFICATIONS PER CLIENT AND CITY COMMENTS32022.02.11MODIFICATIONS PER CLIENT AND CITY COMMENTSSPECIFICATIONSSPECIFICATIONS
EARTHWORK
1. SCOPE OF WORK
2. BENCH MARKS
3. REMOVAL OF TREES
4. HANDLING OF TOPSOIL
5. DISPOSITION OF UTILITIES
6. SITE GRADING
7. EARTH WORK BALANCE
WATER LINE SYSTEM
1. SCOPE OF WORK
2. MATERIALS
3. APPLICATION
CITY OF CARMEL RIGHT-OF-WAY PAVING POLICY
1. GENERAL
2. FOUNDATION
CITY OF CARMEL CONCRETE CURB POLICY
1. General
2. Foundation
3. Aggregate Bases
5. INSPECTIONS
”
STORM SEWER SYSTEMS
1. SCOPE OF WORK
2. STORM SEWER CONSTRUCTION
3. APPLICATION
3. AGGREGATE BASES
4. ASPHALT PAVEMENT
4. Concrete Curb
5. Inspections
SANITARY SEWER SYSTEMS
1. SCOPE OF WORK
2. MATERIALS
3. APPLICATION
6. Acceptance
ANNUALS BYOWNERL-10L-12L-17L-18L-02L-01L-01L-01L-01L-01L-03L-01L-01L-01L-01L-01L-03L-01TYP.L-18L-11TYP.L-17TYP.L-03L-24L-24L-24L-24L-24L-24L-01TYP.L-25TYP.L-25L-11TYP.L-01L-01L-28L-28L-28TYP.CENTER CONTROL JOINTSPACING ON ENTRANCE STAIRSALIGN DECORATIVE PAVER SQUARESWITH CENTER OF BUILDINGCOLUMNS, SEE 'A' SERIES, TYP.L-03TYP.ALIGN WITHADJACENT SIDEWALKALIGN CONTROL JOINTS IN CONCRETEWITH EDGES OF BUILDING COLUMNS,SEE 'A' SERIES, TYP.L-01TYP.L-25LAYOUTSYMBOLDESCRIPTIONDETAILSTANDARD CONCRETE PAVEMENT1/L300HEAVY DUTY CONCRETE PAVEMENT2/L300PAVERS ON CONCRETE - TYPE A: 3/L300UNILOCK - HOLLANDSTONE - RUSTIC RED, OR EQUAL.HERRINGBONE PATTERN C. PAVER COLOR ANDPATTERN TO MATCH EXISTING ADJACENT PAVERS.CONTRACTOR TO PROVIDE SAMPLES ON SITE FORARCHITECT`S APPROVAL.PAVERS ON CONCRETE- TYPE B:3/L300UNILOCK - HOLLANDSTONE - ALMOND GROVE,HERRINGBONE PATTERN C.PATIO AND ALLEY PAVERS - UNILOCK - PROMENADE 3/L300PLANK PAVER - ENDURACOLOR UMBRIANO FINISH.PATTERN A - 4X16.- PERIMETER AND BAND COLOR SHALL BE MIDNIGHTSKY- FIELD COLOR SHALL BE AN EQUAL RANDOM BLENDOF MIDNIGHT SKY, FRENCH GREY, AND WINTERMARVEL.PATIO WALL WITH RAILING - HIGH WALL SECTIONS4/L301PATIO WALL WITH RAILING - LOW WALL SECTIONS1/L301STAND UP CONCRETE CURB, SEE `C` SERIES FOR DETAILSTAIRS WITH HANDRAIL6/L300RAMP WITH HANDRAILS7/L300BENCH : FORMS+SURFACES - CORDIA, SURFACE MOUNT (NOTE: 7 BENCHES IN ALLEY AREA ONLY ARETO BE FREESTANDING) - 6`, BACKED, WITH JATOBAHARDWOOD SLATS AND POWDERCOATED DARKGREY METALLIC TEXTURE FRAME.TRASH RECEPTACLE - FORMS+SURFACES - CORDIA WITH LID, SURFACE MOUNT(NOTE: 2 RECEPTACLES INALLEY AREA ONLY ARE TO BE FREESTANDING) - WITHJATOBA HARDWOOD SLATS AND POWDERCOATEDDARK GREY METALLIC TEXTURE FRAME.RELOCATED HISTORIC CLOCK - CONTRACTOR TO PROVIDE INSTALLATION METHOD FOR ARCHITECT`SAPPROVAL. ORIENTATION OF CLOCK TO BEAPPROVED ON SITE BY ARCHITECT.SALVAGED "CARMEL FOUNDED" PLAQUE , MOUNT ON WALL. PROVIDE RECOMMENDED FASTENING METHODFOR ARCHITECT`S APPROVAL.SALVAGED "TRAFFIC SIGNAL" PLAQUE , MOUNT ON WALL. PROVIDE RECOMMENDED FASTENING METHODFOR ARCHITECT`S APPROVAL.LOW RECTANGLE PLANTER - FORM AND FIBER, BOX SERIES METAL, BX_A 602424, STANDARD DRAINHOLES, ALUMINUM POWDERCOATED BLACK MATTE,STANDARD LIP, TOE KICK BASE.TALL SQUARE PLANTER - FORM AND FIBER, BOX SERIES METAL, BX_A 242436, STANDARD DRAINHOLES, ALUMINUM POWDERCOATED BLACK MATTE,STANDARD LIP, TOE KICK BASE.TALL ROUND PLANTER - FORM AND FIBER, CYPRESS SERIES, CY_40A, STANDARD DRAIN HOLES,ALUMINUM POWDERCOATED BLACK MATTE,STANDARD LIP, TOE KICK BASE.REMOVABLE BOLLARD - FORMS+SURFACES - LIGHT COLUMN BOLLARD SERIES 600, NON-ILLUMINATED,REMOVABLE BASE, POWDERCOAT DARK GREYMETALLIC TEXTURE.L-01L-02L-03L-04L-05L-06L-07L-08L-09L-10L-11L-12L-13L-14L-15L-16L-17L-18L-19REFERENCE NOTES SCHEDULEL-17TYP.TYP.L-12L-16TYP.L-17TYP.L-16TYP.L-17TYP.L-12L-19L-20L-23L-22L-17TYP.L-21L-17TYP.4'-6"11'-0" ±4'-0" ±EQ, TYP4'-0" ±EQ, TYP7'-6" ±10'-0" ±5'-6" ±4'-0" ±EQ, TYP4'-0" ±EQ, TYP8'-0"6'-4"2'-0"15'-4"2'-0"L-08L-2417'-11"L-2621'-11"L-02L-01L-019'-6"4'-0"L-27ALIGN GATE ON CENTERWITH PAVING BAND/COLUMN2'-0"6'-4"6'-4"6'-4"1'-0"L-28L-05TYP.9'-4" ±EQ, TYP9'-4" ±EQ, TYPL-11TYP.L-11L-05TYP.L-06L-03L-16L-11L-16L-16L-13L-24L-014'-2"4'-0"5'-7"5'-0"30'-0"L-16L-08L-10L-24L-013'-0"3'-0"5'-0"5'-0"5'-0"5'-0"5'-0"3'-0"3'-0"3'-0"L-04L-06L-06L-07L-07L-03L-032'-0"EQ, TYP.5'-0"EQ, TYP4'-8"±EQ, TYP10'-8"±EQ, TYP.L-14L-15L-01L-06L-11L-16L-07L-09L-05L-05L-058'-2"5'-4"R7'-4"4'-2"4'-0"L-088'-0"8'-0"8'-0"10'-10"8'-0"8'-0"10'-4"5'-0"7'-0"L-10L-01L-01L-032'-7"2'-7"L-251'-0"1'-0"1'-0"1'-0"METALLIC TEXTURE.CORNHOLE COURT - GOSPORTS 4’ X 2’ COMMERCIAL GRADE CORNHOLE BOARDS AND 2 DIFFERENTCOLORED SETS OF 4 REGULATION ALL WEATHERBEAN BAGS. OR EQUAL.STRING LIGHTS - EXTON POWERSPAN CABLE SERIES, DIRECT MOUNT, "S" ENVELOPE CLEAR RAIN PATTERNAND BRILLIANT CLEAR GEM, DYSK SHADE. CABLE,SHADE, AND FIXTURE COLORS TO MATCH BUILDINGEXTERIOR WALL MOUNTED LIGHT FIXTURES ASAPPROVED BY ARCHITECT. INSTALL AT A HEIGHTBETWEEN THE FIRST AND SECOND FLOOR OF OFFICEBUILDING MAINTAINING A MINIMUM OF 15`CLEARANCE FOR POTENTIAL BELOW VEHICULARTRAFFIC. LAYOUT AND INSTALL PERMANUFACTURERS RECOMMENDATIONS.COORDINATE FINAL LOCATION AND LAYOUT WITHOWNER ON SITE PRIOR TO INSTALLATION.FENCE, 4` HEIGHT, BLACK VINYL-COATED CHAINLINKGATE, 4` HEIGHT, 3` WIDE, BLACK VINYL-COATED CHAINLINKPLANTING BED, SEE PLANTING PLANREINSTALLED LIGHT POLE. SEE UTILITY PLANS.DOGGY POTTY AREA - K9GRASS SYSTEM - INSTALLED 3/L301OVER K9GRASS FLUSHING SYSTEM AND AIRGRID OREQUAL. SEE `C` SERIES FOR DRAIN LOCATION.INSTALL PER MANUFACTURER`SRECOMMENDATIONS.DOG WASTE STATION - DOG WASTE DEPOT - LOW PROFILE DOG STATION (NO SIGN)SKU:DEPOT-045-B-BLK, ROLL BAG SYSTEM, ROUNDCAN, MATTE BLACK. OR EQUAL.BIKE RACK - FORMS+SURFACES - CORDIA BIKE RACK - 5/L301POWDERCOATED DARK GREY METALLIC TEXTURE.L-20L-21L-22L-23L-24L-25L-26L-27L-28010'20'40'NORTHScale: 1" = 20'-0"1OVERALL SITE LAYOUT PLANA.ALL TOPOGRAPHIC AND SURVEY INFORMATION HAS BEENOBTAINED FROM CROSSROAD ENGINEERS. LANDSCAPEARCHITECT CLAIMS NO RESPONSIBILITY FOR ACCURACY OFINFORMATION PROVIDED. VERIFY AND CONFIRM ALL EXISTINGCONDITIONS PRIOR TO CONSTRUCTION.B.LOCATE AND VERIFY ALL PUBLIC AND PRIVATE UTILITIES PRIOR TOSTARTING WORK.C.STAKE AND CONFIRM ALL DIMENSIONS AND GRADES PRIOR TOSTARTING WORK. REPORT ANY DISCREPANCIES TO OWNERSREPRESENTATIVE IMMEDIATELY. DRAWINGS SHALL NOT BESCALED FOR LAYOUT PURPOSES.D.PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTINGFEATURES AS NECESSARY.E.WHERE NEW PAVEMENT IS SHOWN TO MEET EXISTING, SAW CUTEXISTING PAVEMENT VERTICALLY, REMOVE DELETERIOUSMATERIAL, AND PREPARE FOR NEW WORK.F.ALL AREAS WERE PROPOSED ASPHALT PAVEMENT MEETS THEEXISTING PAVEMENT THE EXISTING PAVEMENT EDGE SHALL BESAW CUT VERTICALLY AND PROPERLY SEALED WITH A TACK COATMATERIAL.G.ALL DIMENSIONS IN CURBED AREAS SHALL BE TO FACE OF CURB.ALL DIMENSIONS IN AREAS WITHOUT CURBING SHALL BE TO EDGEOF PAVEMENT. ALL DIMENSIONS AT INTEGRAL CURB AND WALKSHALL BE TO FACE OF CURB. ALL DIMENSIONS FROM BUILDINGSHALL BE FROM FACE OF BUILDING.H.ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO BASELINES, PROPERTY LINES OR BUILDING LINES UNLESS OTHERWISENOTED.I.ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. ALLCURBS AND ARCS SHALL INTERSECT OTHER CURBS AND LINES ATPOINTS OF TANGENCY TO FORM SMOOTH TRANSITIONS UNLESSCLEARLY SHOWN OTHERWISE.J.RADII SHALL BE 5`-0" ON PARKING LOTS, CONCRETE WALKS ANDASPHALT TRAILS UNLESS OTHERWISE NOTED OR WHERE DRAWINGAPPEARS SIGNIFICANTLY DIFFERENT.K.WHERE NOT SHOWN, CONCRETE SIDEWALK AND RETAINING WALLEXPANSION JOINTS SHALL BE 30`-0” O.C. AND CONTROLJOINTS 5`-0”O.C. MAX. CURB EXPANSION JOINTS SHALLBE 50`-0” O.C. MAX AND AT ALL 90 DEGREE ANGLES. CONTROLJOINTS SHALL ALIGN WITH ADJACENT SIDEWALK WHEREAPPLICABLE, OTHERWISE 10`-0” MAXIMUM SPACING SHALL BEUSED.L.ACCESSIBLE RAMPS AND SIGNAGE SHALL BE IN ACCORDANCEWITH FEDERAL, STATE, COUNTY, CITY AND LOCAL CODES(WHICHEVER HAS JURISDICTION). SEE SITE PLANS FOR LOCATIONSAND SITE DETAILS FOR SPECIFICATIONS.M.SEED ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES ANDNOT CALLED OUT TO BE PAVED OR PLANTED WITH OTHER PLANTMATERIAL.N.CONTRACTOR SHALL OBTAIN ALL PERMITS AND COORDINATE WITHLOCAL REGULATORY AGENCIES AS REQUIRED BY LOCALJURISDICTIONS.GENERAL SITE LAYOUT NOTESLANDSCAPE A R C H ITECTLA20000264R
STATE OFJEFFREYR.M
A
DEREG IS T ER
E
DIN D I A N ANo.
EXP. 12.31.2022
-
-
2022-02-03
CONTACT
(YYYY-MM-DD)
CONSULTANTTITLE:DRAWING NO.(YYYY-MM-DD)
DATEREV.DESCRIPTION
PROJECT:
DATE TITLE:CERTIFIED BY:
CONSULTANT
JOB NUMBER
SHEETOFTELEPHONE:
LAUTH GROUP, INC.
PROJECT:
CONTACT:
PROJECT NUMBER:
STATE NUMBER:
E-MAIL:
FAX:
2022-02-03 ISSUED FOR PERMIT
1ST ON MAIN
OVERALL DEVELOPMENT
41 N. RANGELINE ROAD
CARMEL, INDIANA 46032
1ST ON MAIN
KEN STROKE
317.848.6500
317.848.6511
kstroke@lauth.netL100100% SITE LAYOUT PLAN
SITE LAYOUT PLAN05'10'20'Scale: 1" = 10'-0"2ENLARGED ALLEY LAYOUT PLAN3ENLARGED PLAZA/PATIO LAYOUT PLAN05'10'20'Scale: 1" = 10'-0"ALLEY LAYOUT GENERAL NOTES1.CENTER PAVER BANDS ON BUILDINGCOLUMNS. MATCH BAND WIDTH TONEAREST FULL PAVER TO AVOIDCUTTING.2.THE CONCRETE BASE FOR THEENTIRE ALLEY AREA IS TO BE HEAVYDUTY CONCRETE UNLESSOTHERWISE NOTED ON LAYOUT.3.ALL BENCHES AND TRASHRECEPTACLES ARE TO BEFREESTANDING, NOT SURFACEMOUNT, IN THE ALLEY AREA ONLY.SEE ENLARGED PLAZA/PATIOLAYOUT PLAN - 3/L100SEE ENLARGED ALLEYLAYOUT PLAN - 2/L100EXISTING TRAFFICLIGHT POLESEE DETAIL5/L300 TYP.ALIGN DECORATIVE PAVERSQUARE WITH CENTERPOINT OF PATIO WALLALIGN DECORATIVEPAVER SQUAREWITH CENTER OFBUILDING COLUMNCENTER PAVER BANDS ON BUILDINGCOLUMNS. MATCH BAND WIDTH TO NEARESTFULL PAVER TO AVOID CUTTING, TYP.ALIGN CENTER OFPATIO WALL WITHCENTER OFBUILDING COLUMN9'-0"6'-5"±5'-4"±5'-5"PLAZAPATIOALLEYPATIO PAVERS WEST OFDASHED LINE SHALL BEINSTALLED AS PERMEABLEPATIO PAVERS EAST OFDASHED LINE SHALL BEINSTALLED ON STANDARDCONCRETEALIGN ENDS OF GUARDRAILWITH ADJACENT BUILDINGCOLUMN AND PATIO WALLGUARDRAILALIGN DECORATIVEPAVER SQUARE WITHCENTER OF RAMP11 DETAIL REVISIONS2022-02-07 GENERAL PAVING CONNECTION NOTEWHEN CONSTRUCTING CONCRETE SIDEWALKS ADJACENT TO THEBUILDINGS, TAKE ¾” X 2'-0“ DOWEL BARS SPACED 24” O.C. ANDDOWEL THEM 12” INTO THE FOUNDATION AT DOORS, THENGREASE THE EXPOSED 12” FOR WHEN THE PAVEMENT ISPOURED. SIMILAR TO STANDARD CONCRETE DETAIL 1/L300.DOWELS SHOULD BE PLACED AT EACH DOOR LOCATION, ANDSHOULD SPAN THE WIDTH OF THE DOOR(S).1
4 - LMV2 - HQP3 - LMV5 - BGV7 - CAK5 - BGV4 - BGV4 - BGV8 - CAK3 - BGV3 - CAK3 - BGV3 - BGV6 - CAK3 - BGV3 - BGV3 - HQP3 - BGV21 - PAC3 - VBU35 - LMV21 - PAC35 - LMV5 - TMH3 - VBU5 - TMH4 - BGV6 - CAK3 - BGV1 - PVC1 - PVC1 - PVC1 - PVC1 - PVC1 - PVC1 - PVC3 - BSS1 - PVC1 - PVC3 - BSS3 - BSS3 - BSS3 - BSS1 - PAH3 - BSS1 - PAH3 - BSS3 - BSS1 - PAH1 - PAH1 - PAH1 - PAH3 - BGV3 - BSS1 - PAH3 - BSS3 - BSS1 - PAH1 - PAH3 - HQPANNUALS BYOWNER3 - BSS3 - BSSSHRUBSQTYBOTANICAL NAMECOMMON NAMESIZECONTAINERBSS39Buxus sempervirens 'Suffruticosa'Suffruticosa Common Boxwood12" Ht.Cont/B&BBGV46Buxus x `Green Velvet`Green Velvet Boxwood24" HtCont/B&BHQP8Hydrangea quercifolia `Pee Wee`Oakleaf Hydrangea Pee Wee24" HtCont/B&BTMH10Taxus x media `Hicksii`Hicks Yew18" htCont/B&BVBU6Viburnum x `Burkwoodii`Burkwood Viburnum36" Ht.Cont/B&BGRASSESQTYBOTANICAL NAMECOMMON NAMESIZECONTAINERCAK30Calamagrostis x acutiflora `Karl Foerster`Feather Reed Grass1 gal.Cont.PVC9Panicum virgatum 'Cheyenne Sky'Cheyenne Sky Switch Grass1 gal.Cont.PAH9Pennisetum alopecuroides `Hameln`Hameln Dwarf Fountain Grass1 gal.Cont.GROUND COVERSQTYBOTANICAL NAMECOMMON NAMESIZECONTAINERSPACINGLMV77Liriope muscari `Variegata`Variegated Lily Turf1 gal.Cont18" o.c.PAC42Polystichum acrostichoidesChristmas Fern1 gal.Cont18" o.c.PLANT SCHEDULE SITE010'20'40'NORTHScale: 1" = 20'-0"1PLANTING PLANA.PLANT MATERIAL SHALL BE INSTALLED AND MAINTAINED BY AQUALIFIED AND EXPERIENCED LANDSCAPE CONTRACTOR.B.LOCATE AND VERIFY ALL PUBLIC AND PRIVATE UTILITIESPRIOR TO STARTING LANDSCAPE WORK.C.STAKE AND CONFIRM ALL DIMENSIONS, GRADES, AND PLANTLAYOUT PRIOR TO STARTING WORK. REPORT ANYDISCREPANCIES TO LANDSCAPE ARCHITECT IMMEDIATELY.D.SEED ALL AREAS DISTURBED BY CONTRACTOR`S OPERATIONS,INCLUDING AREAS BEYOND LIMITS OF CONSTRUCTION.E.PLANTING BEDS SHALL RECEIVE SPADE EDGE UNLESSOTHERWISE NOTED.F.CONTRACTOR SHALL PROVIDE PLANT MATERIAL INQUANTITIES AND SPECIES SHOWN ON PLANS. SUBSTITUTIONSSHALL NOT BE ALLOWED UNLESS SUBMITTED IN WRITING ATLEAST 10 DAYS PRIOR TO BID DATE AND APPROVED VIAADDENDUM BY LANDSCAPE ARCHITECT.G.AMEND OR INSTALL TOPSOIL MEETING ASTM D5268STANDARDS, TOPSOIL SHALL BE FREE OF DELETERIOUSMATERIALS OR EXTRANEOUS MATERIALS LARGER THAN 1".VERIFY DEPTH AND QUALITY OF TOPSOIL PRIOR TO PLANTINSTALLATION. LAWN AREAS SHALL HAVE A MIN. OF 4"TOPSOIL, AND PLANTING BEDS A MIN. OF 12". TOPSOIL SHALLBE STOCKPILED AND REUSED ON SITE. WHERE QUANTITIESARE INSUFFICIENT, TOPSOIL MAY BE IMPORTED FROM OFFSITE. DO NOT OBTAIN FROM BOGS, MARSHES, WETLANDS, ORAGRICULTURAL LAND. APPLY INORGANIC AMENDMENTS,ORGANIC AMENDMENTS, AND FERTILIZERS AS NEEDED FORLONG TERM PLANT HEALTH.H.ROOT BALL SHALL MEET OR EXCEED SIZES SET FORTH INCURRENT `AMERICAN STANDARDS FOR NURSERY STOCK.I.PROVIDE 3" SHREDDED HARDWOOD MULCH IN ALL PLANTINGBEDS AND IN 6` DIA AROUND ALL TREES UNLESS OTHERWISENOTED.J.PROVIDE PRE-EMERGENT HERBICIDE ON PLANTING BEDS ATRATES PER MANUFACTURER`S DIRECTIONS.K.TREES SHALL NOT BE STAKED EXCEPT WITH APPROVAL FROMLANDSCAPE ARCHITECT FOR ACCOMMODATION OFENVIRONMENTAL CONDITIONS.L.INSTALL ALL PLANT MATERIAL IN ACCORDANCE WITH LOCALCODES AND ORDINANCES. CONTRACTOR SHALL OBTAIN ALLREQUIRED PERMITS AS REQUIRED BY LOCAL JURISDICTIONS.M.PLANT MATERIAL AND WORKMANSHIP SHALL BE WARRANTEDFOR A PERIOD OF 1 YEAR FROM SUBSTANTIAL COMPLETION.REPLACE ALL PLANTS MORE THAN 1/4 DEAD AS SOON ASWEATHER CONDITIONS ALLOW THROUGHOUT WARRANTEEPERIOD.N.QUANTITIES SHOWN IN PLANT SCHEDULE ARE FORLANDSCAPE ARCHITECT`S PURPOSES AND FOR LOCALREGULATORY REVIEW. CONTRACTOR IS RESPONSIBLE TOPROVIDE PLANTS IN QUANTITIES AND SPACING AS DEPICTEDON PLANTING PLANS, IF DISCREPANCIES EXIST QUANTITIESSHOWN ON PLANS SHALL DICTATE.GENERAL PLANTING NOTESLAND
SCAPE A R C H ITECTLA20000264R
STATE OFJEFFREYR.M
A
DEREG IS T ER
E
DIN D I A N ANo.
EXP. 12.31.2022
-
-
2022-02-03
CONTACT
(YYYY-MM-DD)
CONSULTANTTITLE:DRAWING NO.(YYYY-MM-DD)
DATEREV.DESCRIPTION
PROJECT:
DATE TITLE:CERTIFIED BY:
CONSULTANT
JOB NUMBER
SHEETOFTELEPHONE:
LAUTH GROUP, INC.
PROJECT:
CONTACT:
PROJECT NUMBER:
STATE NUMBER:
E-MAIL:
FAX:
2022-02-03 ISSUED FOR PERMIT
1ST ON MAIN
OVERALL DEVELOPMENT
41 N. RANGELINE ROAD
CARMEL, INDIANA 46032
1ST ON MAIN
KEN STROKE
317.848.6500
317.848.6511
kstroke@lauth.netL200100% PLANTING PLAN
PLANTING PLAN
LANDSCAPE A R C H ITECTLA20000264R
STATE OFJEFFREYR.M
A
DEREG IS T ER
E
DIN D I A N ANo.
EXP. 12.31.2022
-
-
2022-02-03
CONTACT
(YYYY-MM-DD)
CONSULTANTTITLE:DRAWING NO.(YYYY-MM-DD)
DATEREV.DESCRIPTION
PROJECT:
DATE TITLE:CERTIFIED BY:
CONSULTANT
JOB NUMBER
SHEETOFTELEPHONE:
LAUTH GROUP, INC.
PROJECT:
CONTACT:
PROJECT NUMBER:
STATE NUMBER:
E-MAIL:
FAX:
2022-02-03 ISSUED FOR PERMIT
1ST ON MAIN
OVERALL DEVELOPMENT
41 N. RANGELINE ROAD
CARMEL, INDIANA 46032
1ST ON MAIN
KEN STROKE
317.848.6500
317.848.6511
kstroke@lauth.netL300100% SITE DETAILS
SITE DETAILS6" CONCRETE SLAB WITH6 x 6 W1.4 X W1.4 WELDEDWIRE FABRIC6" COMPACTED #53 COARSEAGGREGATEPROOF ROLLED SUBGRADEPREPARED PER INDOT NO. 207MEDIUM BROOM FINISHPERPENDICULAR TOTRAFFIC FLOWHEAVY DUTY CONCRETE PAVEMENT1" = 1'-0"P-C1M-102LOW PERMEABILITYSUBGRADE, MIN. CBR5% (COMPACT IF LESSTHAN 5%) SLOPE TOUNDERDRAINCOARSE DRAINAGE FILL,8" AFTER COMPACTIONPERMEABLE BASE,DRAINAGE FILL, 6"DEPTH AFTER ROLLERCOMPACTION1-1/2" PERMEABLESETTING BED AGGREGATEDRAINAGE VOID,MAX. 3/8", FILLW/ SHARP WASHEDMASONS SANDUNDERDRAIN PIPE,SEE 'C' SERIESPERMEABLE PAVER1" = 1'-0"SURFACE WATER FLOWDECORATIVE PERMEABLEPAVERGEOTEXTILE FILTERFABRIC4P-C1M-12PAVERS ON CONCRETE BASE1" = 1'-0"DECORATIVE PAVERS - SET FLUSH W/ SURROUNDING CONCRETE - PERMEABLE DRY SET MORTAR MIX SETTING BED, 3/8" NOMINAL DEPTH- SAND SWEPT JOINTS - SEE SPECS4" CONCRETE4" COMPACTED #53 COARSEAGGREGATECOMPACTED SUBGRADE12"SEE PLANS FORLOCATIONS OF ADJACENTCONCRETE PAVEMENTCONTROL JOINTPROVIDE WEEPHOLES AT 36" O.C. ±4"IN HEAVY DUTY / VEHICULAR AREAS PROVIDE 1" SANDSETTING BED ON HEAVY DUTY CONCRETE. SEE HEAVYDUTY CONCRETE PAVEMENT DETAIL, THIS SHEET.3P-C1M-36SIDEWALK PAVER DETAILNOT TO SCALE4'-0"4'-8"VARIES, SEE LAYOUT PLAN2'
-
0
"2'-0"11"11"7"7"PAVERSCONCRETEP-C1M-5554" COMPACTED #53 COARSE AGGREGATECOMPACTED SUBGRADE1/4" EXPANSION JOINT MATERIAL WITHSEALANT. PROVIDE 1/2" DIA., 8" LONGSMOOTH STAINLESS STEEL DOWELS @ 24"O.C. GREASE ONE END4" CONCRETE WALK WITH LIGHT BROOMFINISH, UNLESS OTHERWISE NOTED ON THEDRAWINGSSEE NOTEEQEQEQEQEQNOTE:CONCRETE PAVINGCONTROL JOINTS AT 5' MAX. O.C.EXPANSION JOINTS AT 30' MAX. O.C.HEAVY DUTY CONCRETE PAVINGCONTROL JOINTS AT 10' MAX. O.C.EXPANSION JOINTS AT 30' MAX. O.C.JOINT LAYOUT PLANCJ
CJ
CJ
CJ
CJ
EJ
EJCJ = CONTROL JOINTEJ = EXPANSION JOINTEQ6 X 6 W1.4 X W1.4 WELDED WIRE FABRIC ORFIBER REINFORCEDCONTROL JOINT SECT.3/8"3/8"3/8"TOOLED JOINT UNLESS OTHERWISENOTED FOR SAWCUTSTANDARD CONCRETE PAVEMENT & JOINT1" = 1'-0"P-C1M-011COMPACTED STRUCTURALBACKFILLCOMPACTED SUBGRADENOTE:SEE LAYOUT AND GRADING PLANS FOR SIZEOF TREADS, QUANTITY AND HEIGHT OF RISERS#4 REBAR @ 12" O.C. EACH WAY#3 NOSING BAR, TYPICAL1/2" EXPANSION JOINT WITH SEALANT(TOP AND BOTTOM OF STEPS)12" LONG 1/2" DIA. SMOOTH STAINLESSSTEEL DOWELS AT 18" O.C. TYPICALTOP AND BOTTOM OF STEPSCONCRETE SLAB WITH WWF2% MAXSLOPE TYP.1/2" RADIUS TYP.PROVIDE POSTS ATCORNERS, ENDS, ANDAT 6'-0" O.C. MAX.STAINLESS STEEL HANDRAILS SHALLFOLLOW SLOPE OF STAIRCASE PER ADAGUIDELINES. MAINTAIN MINIMUM 1 12"CLEARANCE FROM ADJACENT WALLSNOTES:FINISH AND COLOR TO MATCH ARCHITECT'STYPICAL EXTERIOR GUARDRAILMID RAIL, 6'-0" O.C. MAX.FINISHGRADERAIL HEIGHT TO MEETADA GUIDELINESSTAIR & HANDRAIL1" = 1'-0"6 3/8" MIN.
3'-0" MIN.8"2'-0"6"8"6" ±, EQ.
EMBED RAIL 2'-0"
MIN. TYP.1'-0"1" TYP.TREAD WIDTH3'-0", TYP.3'-0", TYP.1'-0"1 1/2" O.D. STAINLESS STEEL PIPERAILING WITH EASED EDGES.SUBMIT SHOP DRAWINGS PRIORTO FABRICATION OF HANDRAILSEE LAYOUT PLANFOR JOINT LOCATION6P-C1M-07DETAIL REVISIONS2022-02-07 11
6"6"36"RAMP WITH HANDRAIL NOT TO SCALERAMP. REFER TO LAYOUTPLAN FOR WIDTH AND LOCATIONS2"36"RAMP. REFER TO LAYOUTPLAN FOR WIDTH AND LOCATIONS1'-0" TOTAL WIDTH4"VARIES ALONG RAMP4"STANDUP CURB - SEE 'C' SERIESSTANDARD CONCRETE PAVEMENTS.S. SLEEVE TO RECEIVE 1 1/2" DIA. POSTCAST 12" DEEP INTO CIP CONCRETEWALL AT RAMP AND STAIRS ONLYNON-SHRINK GROUT ATPENETRATIONSHANDRAIL - SEE STAIR &HANDRAIL DETAIL THIS SHEETEXPANSION JOINT, TYPADJACENTPLANTING BED -SEE LAYOUT PLANWHERE WALL ISADJACENT INSTALLRAILS 1 1/2" CLEAR(MIN.) FROM WALLCIP CONCRETEFOUNDATIONPATIO FINISHGRADESTANDARD CONCRETEPAVEMENTEXPANSION JOINT, TYPSEE PATIO WALLDETAIL 1/L301RAMP WITH HANDRAILS FROMPATIO TO ALLEY AREARAMP WITH HANDRAIL FROMSIDEWALK TO PATIO ABUTTINGBUILDING WALL7P-C1M-40
LANDSCAPE A R C H ITECTLA20000264R
STATE OFJEFFREYR.M
A
DEREG IS T ER
E
DIN D I A N ANo.
EXP. 12.31.2022
-
-
2022-02-03
CONTACT
(YYYY-MM-DD)
CONSULTANTTITLE:DRAWING NO.(YYYY-MM-DD)
DATEREV.DESCRIPTION
PROJECT:
DATE TITLE:CERTIFIED BY:
CONSULTANT
JOB NUMBER
SHEETOFTELEPHONE:
LAUTH GROUP, INC.
PROJECT:
CONTACT:
PROJECT NUMBER:
STATE NUMBER:
E-MAIL:
FAX:
2022-02-03 ISSUED FOR PERMIT
1ST ON MAIN
OVERALL DEVELOPMENT
41 N. RANGELINE ROAD
CARMEL, INDIANA 46032
1ST ON MAIN
KEN STROKE
317.848.6500
317.848.6511
kstroke@lauth.netL301100% SITE DETAILS
SITE DETAILSFOR REFERENCE ONLY - INSTALL PERMANUFACTURER'S RECOMMENDATIONSK9GRASS3P-C1M-52INSTALL PER MANUFACTURER'S RECOMMENDATIONSBIKE RACK DETAILNOT TO SCALE2'-0"2'-0"2'-0"2'-0"3'-0"2'-6"2'-6"5'-9"8'-0"5P-C1M-54GUARDRAILARCHITECT'S DETAIL SHOWNFOR REFERENCE ONLY. REFERTO 'A' SERIES FOR FULL DETAILP-C1M-5321'-0"CIP CONCRETEFOOTINGCIP CONCRETEFOUNDATION(8) #5 REBAR, CONT.COMPACTED SUBGRADE#5 REBAR, 4 PER PIERMASONRY TIE ANDDOVETAIL SLOTS ATEACH COURSEVENEER TO MATCH BUILDINGSIZE AND PATTERN4" SMOOTH LIMESTONE CAP2'-0"+/- SEE GRADING PLAN
FLASHINGSLOPE TO DRAIN, TYP.#5 HORIZONTALREBAR @ 12" O.C.4"PLAZA FINISH GRADE1'-0"3"MIN.PATIO WALL - LOW SECTION1" = 1'-0"4"PATIO FINISHGRADE1" CHAMPFERGUARDRAIL, SEE TYPICALEXTERIOR GUARDRAILDETAIL IN 'A' SERIESEMBEDDED 6", NON-SHRINKGROUT AT PENETRATIONS1'-0" TOTAL WIDTHP-C1M-0911'-0" TOTAL WIDTHPATIO WALL - HIGH SECTION1" = 1'-0"3'-6"4"1'-0"CIP CONCRETEFOOTINGCIP CONCRETEFOUNDATION(8) #5 REBAR, CONT.COMPACTED SUBGRADESEE PATIO WALL BASEDETAILVENEER ON BOTH SIDES OFWALL TO MATCH BUILDINGSIZE AND PATTERN, ATTACHPER MANUFACTURER'SRECOMMENDATIONS4" SMOOTH LIMESTONE CAPGUARDRAIL, SEE PATIO WALLELEVATION THIS SHEET2'-0"+/- SEE GRADING PLAN
PLAZA FINISH GRADE1'-0"3"MIN.PATIO FINISHGRADELIMESTONE CAP3'-6"OMIT BOTTOM RAIL FROMARCHITECT'S STANDARD DETAIL,MOUNT GUARDRAIL CENTEREDON TOP OF 4" LIMESTONE CAPVENEER TO MATCH BUILDINGSIZE AND PATTERN, ON BOTHSIDES OF WALLLIMESTONE CAPCONTINUE TOP RAIL ACROSSSECTIONS OF PATIO HIGH WALLPROVIDE ADDITIONAL TUBE POSTS ASNECESSARY TO PROVIDE ADEQUATE ANDCONTINUOUS SUPPORT TO TOP RAIL. FIELDVERIFY SPACING TO MATCH ARCHITECTS DETAIL3 1/2"PATIO HIGH WALL SECTIONSPATIO LOW WALL SECTIONSALIGN3'-0" MIN
PLAZA FINISH GRADEPATIO FINISHGRADESECTIONELEVATIONEMBEDDED 6", NON-SHRINKGROUT AT PENETRATIONS4P-C1M-57DETAIL REVISIONS2022-02-07 111
LAND
SCAPE A R C H ITECTLA20000264R
STATE OFJEFFREYR.M
A
DEREG IS T ER
E
DIN D I A N ANo.
EXP. 12.31.2022
-
-
2022-02-03
CONTACT
(YYYY-MM-DD)
CONSULTANTTITLE:DRAWING NO.(YYYY-MM-DD)
DATEREV.DESCRIPTION
PROJECT:
DATE TITLE:CERTIFIED BY:
CONSULTANT
JOB NUMBER
SHEETOFTELEPHONE:
LAUTH GROUP, INC.
PROJECT:
CONTACT:
PROJECT NUMBER:
STATE NUMBER:
E-MAIL:
FAX:
2022-02-03 ISSUED FOR PERMIT
1ST ON MAIN
OVERALL DEVELOPMENT
41 N. RANGELINE ROAD
CARMEL, INDIANA 46032
1ST ON MAIN
KEN STROKE
317.848.6500
317.848.6511
kstroke@lauth.netL302100% PLANTING & SITE DETAILSPLANTING & SITE DETAILSSHRUB PLANTING1" = 1'-0"PLACE ROOT BALL ONUNEXCAVATED OR TAMPED SOILFOR ROOT BALLS UP TO 2' IN DIA.HOLE DIAMETER SHALL BE TWICETHE DIA. OF THE ROOTBALL.HOLE DIAMETER FORROOTBALLS GREATER THAN 2' INDIA. SHALL BE 2' LARGER THENTHE DIA. OF THE BALLEARTH SAUCER BEYOND EDGEOF ROOT BALL3" SHREDDED HARDWOODMULCH THROUGHOUTPLANTING BED. MAINTAIN ATLEAST 2" BETWEEN MULCH ANDSHRUB'S STEM(S). DO NOTCOVER BRANCHES OR FOLIAGEWITH MULCHREMOVE ANY EXCESS SOIL TOEXPOSE ROOT FLARE.ROOT FLARE SHALL BE SET 1"ABOVE EXISTING FINISH GRADEPRUNE CROSSOVER LIMBS,CO-DOMINANT LEADERS ANDBROKEN OR DEAD BRANCHES. DONOT CUT LEADER. PRUNE LONGLIMBS TO RETAIN SHRUB'SNATURAL SHAPE. REMOVE NOMORE THAN 14 OF SHRUB'S LIMBSREMOVE ALL TWINE, ROPE, WIREAND BURLAP FROM TOP HALF OFROOT BALL. FOR CONTAINERSTOCK, REMOVE CONTAINER ANDLIGHTLY SCARIFY ROOT BALLPRIOR TO PLACING PLANTFINISH GRADEP-C1M-0313" MULCH AS SPECIFIEDUNDISTURBED SUBGRADEBACKFILL AS SPECIFIEDPERENNIALS & GRASSES1" = 1'-0"P-C1M-042"A"6" O.C.8" O.C.10" O.C.12" O.C.15" O.C.18" O.C.24" O.C.30" O.C.36" O.C."B"5.2"6.93"8.66"10.4"13.0"15.6"20.8"26.0"30.0"NO. OF PLANTS/SF4.612.61.661.15.738.512.29.185.128CENTER OF PLANTALL PLANT SPACINGEQUAL OR AS SHOWNON PLANTING PLAN"A""A"
"A""A""B""B"PLANT SPACING1" = 1'-0"P-C1M-053