HomeMy WebLinkAboutConstruction Plans 10-29-21C-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 DEVELOPMENTSTREET ADDRESSCARMEL, INDIANA 460321ST ON MAINKEN STROKE317.848.6500317.848.6511kstroke@lauth.netDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARYTITLE 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 DEVELOPMENTSTREET ADDRESSCARMEL, INDIANA 460321ST ON MAINKEN STROKE317.848.6500317.848.6511kstroke@lauth.netDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARYTOPOGRAPHICAL 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 DEVELOPMENTSTREET ADDRESSCARMEL, INDIANA 460321ST ON MAINKEN STROKE317.848.6500317.848.6511kstroke@lauth.netDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARYEXISTING 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
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
G
J
J
JJJ
J
J
J
J J J
B
J
C
J
D
J J
G G
K
K
K
K
K
C-300CONSTRUCTIONNOT 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 DEVELOPMENTSTREET ADDRESSCARMEL, INDIANA 460321ST ON MAINKEN STROKE317.848.6500317.848.6511kstroke@lauth.netDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARYNORTHSITE DIMENSION NOTES
SITE DIMENSION LEGEND
TYPICAL CONCRETE PAVEMENT SECTION
MONOLITHIC CURB AND SIDEWALK
STRAIGHT CONCRETE CURB
CONCRETE SIDEWALK
SITE DIMENSION PLANSITE DIMENSION PLANCITY OF CARMEL STANDARDSCOMBINED CURB AND GUTTER TYPE II
STREET CUT REPAIR DETAIL
1st STREET NE
E MAIN STREETN RANGELINE ROAD1st AVE NEN89°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'
SANITARY SEWER
STRUCTURE TABLE
STR. DATA
STR. NO. SS-SS-1
STORM SEWER
STRUCTURE TABLE
STR. DATA
STR. NO. 1
STR. NO. 2
STR. NO. 3
STR. NO. 4
STR. NO. 5
STR. NO. 6
STR. NO. 7
STORM SEWER
STRUCTURE TABLE
STR. DATA
STR. NO. 8
STR. NO. 9
STR. NO. 10
STR. NO. 11
STR. NO. 12
STR. NO. 13
STR. NO. 14
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
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 DEVELOPMENTSTREET ADDRESSCARMEL, INDIANA 460321ST ON MAINKEN STROKE317.848.6500317.848.6511kstroke@lauth.netDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARYNORTHPROPOSED LEGEND
SUTILITIES NOTES
UTILITY PLANUTILITY PLAN
1st STREET NE
E MAIN STREETN RANGELINE ROAD1st AVE NEC-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 DEVELOPMENTSTREET ADDRESSCARMEL, INDIANA 460321ST ON MAINKEN STROKE317.848.6500317.848.6511kstroke@lauth.netDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARYNORTHWATER PLANWATER PLAN
UTILITIES NOTES
PROPOSED LEGEND
S
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 DEVELOPMENTSTREET ADDRESSCARMEL, INDIANA 460321ST ON MAINKEN STROKE317.848.6500317.848.6511kstroke@lauth.netDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARYNORTH800
800
GRADING LEGEND
GRADING NOTES
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BENCHMARK INFORMATION
GRADING PLANGRADING PLAN
10+0011+00UNDERGROUND DETENTION HORZ. SCALE: 1"=10 VERT. SCALE: 1"=2
810
815
820
825
830
835
840
845
810
815
820
825
830
835
840
845
10+00 11+00 11+68833.77834.35835.06836.03837.11837.38837.79833.20834.01835.07835.74836.48836.74837.00C-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 DEVELOPMENTSTREET ADDRESSCARMEL, INDIANA 460321ST ON MAINKEN STROKE317.848.6500317.848.6511kstroke@lauth.netDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARYNORTH–
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BENCHMARK INFORMATION
DRAINAGE PLANDRAINAGE PLAN
PLAN VIEW
DETENTION OUTLET STRUCTURE
STR. NO. 10
SHARP CRESTED
WEIR DETAIL
UNDERGROUND DETENTION BASIN UNDERDRAIN DETAIL
PROPOSED LEGEND
SSUMMARY
ALLOWABLE RELEASE RATES:
PROPOSED RELEASE RATES:
REQUIRED DETENTION VOLUME:
PROVIDED DETENTION VOLUME:
PROPOSED ELEVATIONS:
DRAINAGE
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 NEA
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 DEVELOPMENTSTREET ADDRESSCARMEL, INDIANA 460321ST ON MAINKEN STROKE317.848.6500317.848.6511kstroke@lauth.netDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARYNORTH800
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 DEVELOPMENTSTREET ADDRESSCARMEL, INDIANA 460321ST ON MAINKEN STROKE317.848.6500317.848.6511kstroke@lauth.netDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARYLEGAL 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
STAPLE PATTERN DETAIL
EROSION CONTROL BLANKET
SLOPE GRADIENTSLOPE LENGTH·
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RANGELINE ROADMAIN STREET
LOCATION
POST CONSTRUCTION SWPPP DETAILSPOST CONSTRUCTION SWPPP
DETAILS
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 DEVELOPMENTSTREET ADDRESSCARMEL, INDIANA 460321ST ON MAINKEN STROKE317.848.6500317.848.6511kstroke@lauth.netDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARYRIGID PIPE BEDDING DETAIL
RCP AND VCP PIPE
PVC AND HDPE PIPE
FLEXIBLE PIPE BEDDING DETAIL
MISCELLANIOUS DETAILSMISCELLANIOUS DETAILS2733 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°
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 DEVELOPMENTSTREET ADDRESSCARMEL, INDIANA 460321ST ON MAINKEN STROKE317.848.6500317.848.6511kstroke@lauth.netDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARYSPECIFICATIONSSPECIFICATIONS
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
L-07L-08L-09L-11L-15L-16L-14L-14L-17L-02L-05L-03L-03L-01L-01L-01L-01L-01L-03L-01L-01L-01L-01L-01L-01L-03L-01TYP.TYP.TYP.L-01L-04TYP.TYP.TYP.L-16L-09TYP.L-15TYP.L-03L-23L-23L-23L-23L-23L-238'-6"±
9'-0"±L-014'-2"4'-0"2'-0"4'-2"4'-0"TYP.L-24TYP.L-245'-7"5'-0"30'-0"L-09TYP.9'-0"±10'-4"LAYOUTSYMBOLDESCRIPTIONSTANDARD CONCRETE PAVEMENTHEAVY DUTY CONCRETE PAVEMENTPAVERS - TYPE APAVERS - TYPE BMASONRY WALL WITH BLACK METAL RAILINGMASONRY WALLSTAIR WITH HANDRAILRAMP WITH HANDRAILBENCH - TYPE ABENCH - TYPE BTRASH RECEPTACLEWATER FEATURERELOCATED CLOCKPLANTER, LARGE LOW RECTANGULARPLANTER, TALL SQUAREPLANTER, TALL ROUNDPLANTER, SMALL LOW RECTANGULARREMOVABLE BOLLARDCORNHOLE COURTSTRING LIGHTSCHAINLINK FENCEGATEPLANTING BEDREPLACED LIGHT POLE. SEE UTILITY PLANS.ARTIFICIAL TURFL-01L-02L-03L-04L-05L-06L-07L-08L-09L-10L-11L-12L-13L-14L-15L-16L-17L-18L-19L-20L-21L-22L-23L-24L-25REFERENCE NOTES SCHEDULEL-15TYP.L-10TYP.L-11L-14TYP.L-15TYP.L-14TYP.L-15TYP.L-11L-18L-19L-02TYP.L-22L-21L-12L-15TYP.L-20L-15TYP.L-10TYP.L-02TYP.4'-0"11'-6" ±4'-0" ±9'-4" ±4'-0" ±9'-4" ±4'-0" ±9'-4" ±7'-6" ±10'-0" ±5'-6" ±9'-4" ±4'-0" ±9'-4" ±4'-0" ±9'-4" ±4'-0" ±9'-4" ±4'-0" ±9'-4" ±4'-0" ±9'-4" ±4'-0" ±9'-4" ±4'-0" ±9'-4" ±4'-0" ±9'-4" ±4'-0" ±8'-0"4'-0"8'-0"2'-0"15'-4"2'-0"L-06L-08L-2317'-10"L-2521'-11"L-02L-05L-03L-14L-09L-09L-09L-14L-14L-14L-05L-05L-05L-13L-23L-04L-04L-01L-09L-14L-01L-01L-04L-04010'20'40'NORTHScale: 1" = 20'-0"1OVERALL SITE LAYOUT PLANA.ALL TOPOGRAPHIC AND SURVEY INFORMATION HAS BEENOBTAINED FROM XXX. LANDSCAPE ARCHITECT CLAIMS NORESPONSIBILITY FOR ACCURACY OF INFORMATION PROVIDED.VERIFY AND CONFIRM ALL EXISTING CONDITIONS PRIOR TOCONSTRUCTION.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 NOTESCONSTR
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2021-10-29
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:1ST ON MAIN
OVERALL DEVELOPMENT
STREET ADDRESS
CARMEL, INDIANA 46032
1ST ON MAIN
KEN STROKE
317.848.6500
317.848.6511
kstroke@lauth.netL10050% SITE LAYOUT PLAN
SITE LAYOUT PLAN05'10'20'Scale: 1" = 10'-0"2ENLARGED ALLEY LAYOUT PLAN3ENLARGED PLAZA LAYOUT PLAN05'10'20'Scale: 1" = 10'-0"L-01L-01ALLEY LAYOUT GENERAL NOTES1.ALL CONCRETE IN ALLEY SHALL BEHEAVY DUTY2.CONCRETE BANDS SHALL MATCHWIDTH OF ADJACENTARCHITECTURE MASONRYSECTIONSTYP.TYP.TYP.SEE ENLARGED PLAZALAYOUT PLAN - 3/L100SEE ENLARGED ALLEYLAYOUT PLAN - 3/L100
4 - LMV3 - LMV2 - HQP5 - BGV7 - CAK5 - BGV4 - BGV8 - CAK4 - BGV3 - BGV3 - CAK3 - BGV3 - BGV6 - CAK3 - BGV3 - BGV3 - HQP3 - BGV21 - PAC35 - LMV21 - PAC35 - LMV3 - VBU5 - TMH3 - VBU5 - TMH4 - BGV6 - CAK3 - BGV1 - PVC1 - PVC1 - PVC1 - PVC1 - PVC1 - PVC3 - BSS1 - PVC1 - PVC1 - PVC2 - PAH2 - PAH3 - BSS3 - BSS3 - BSS3 - BSS3 - BSS3 - BSS3 - BSS1 - PAH1 - PAH3 - BSS1 - PAH1 - PAH3 - BSS3 - BSS3 - BSS1 - PAH1 - PAH1 - PAH1 - PAH11 - PAC3 - BGV1 - VOC3 - BSS1 - PAHSHRUBSQTYBOTANICAL NAMECOMMON NAMESIZECONTAINERBSS39Buxus sempervirens 'Suffruticosa'Suffruticosa Common Boxwood12" Ht.Cont/B&BBGV46Buxus x `Green Velvet`Green Velvet Boxwood24" HtCont/B&BHQP5Hydrangea quercifolia `Pee Wee`Oakleaf Hydrangea Pee Wee24" HtCont/B&BTMH10Taxus x media `Hicksii`Hicks Yew18" htCont/B&BVOC1Viburnum opulus `Compactum`Compact European Cranberrybush24" 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.PAH13Pennisetum alopecuroides `Hameln`Hameln Dwarf Fountain Grass1 gal.Cont.GROUND COVERSQTYBOTANICAL NAMECOMMON NAMESIZECONTAINERSPACINGLMV77Liriope muscari `Variegata`Variegated Lily Turf1 gal.Cont18" o.c.PAC53Polystichum acrostichoidesChristmas Fern1 gal.Cont18" o.c.PLANT SCHEDULE010'20'40'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.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 NOTESCONSTR
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#####
2021-10-29
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:1ST ON MAIN
OVERALL DEVELOPMENT
STREET ADDRESS
CARMEL, INDIANA 46032
1ST ON MAIN
KEN STROKE
317.848.6500
317.848.6511
kstroke@lauth.netL20050% PLANTING PLAN
PLANTING PLAN
CONSTR
U
C
TI
O
N
NOT FOR
-
#####
2021-10-29
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:1ST ON MAIN
OVERALL DEVELOPMENT
STREET ADDRESS
CARMEL, INDIANA 46032
1ST ON MAIN
KEN STROKE
317.848.6500
317.848.6511
kstroke@lauth.netL30050% SITE DETAILS
SITE DETAILS4" 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 MEDIUM 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-011INSET PAVER1" = 1'-0"BRICK PAVERS - SET FLUSH W/ SURROUNDING CONCRETE - BITUMINOUS SETTING BED W/ NEOPRENE ASPHALTIC ADHESIVE, 3/8" NOMINAL DEPTH. - SAND SWEPT JOINTS - SEE SPECS.4" CONCRETE, SEEDETAIL X/XXXX4" COMPACTED #53 COARSEAGGREGATECOMPACTED SUBGRADENOTE:PAVER TYPE, SIZE AND PATTERNTO BE DETERMINED/COORDINATEDWITH THE OWNER. 12"ADJACENTCONCRETEPAVEMENTADJACENTCONCRETEPAVEMENTCONTROL JOINT ON ONE SIDE,NORTH/SOUTH, OF PAVED AREA.MONOLITHIC POUR ON OTHER SIDEPROVIDE WEEPHOLES AT 36" O.C. ±4"3P-C1M-368"COMPACTED STRUCTURALBACKFILLCOMPACTED SUBGRADE6" ±, EQ.NOTE:SEE LAYOUT AND GRADING PLANS FOR SIZEOF TREADS, QUANTITY AND HEIGHT OF RISERS2'-0"1'-0"1" TYP.TREAD WIDTH1 1/2" O.D. STAINLESS STEEL PIPERAILING WITH EASED EDGES.SUBMIT SHOP DRAWINGS PRIORTO FABRICATION OF HANDRAIL#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.FINISHGRADE3'-0", TYP.PROVIDE POSTS ATCORNERS, ENDS, ANDAT 6'-0" O.C. MAX.RAIL HEIGHT TO MEETADA GUIDELINESSTAINLESS STEEL HANDRAILS SHALLFOLLOW SLOPE OF STAIRCASE PER ADAGUIDELINES, CENTER IN CHEEK WALLS1'-0"NOTE:RAILS AND STEPS SHALLMEET ADA REQUIREMENTS3'-0", TYP.CONCRETE CHEEK WALLS, 1'-0" WIDEWITH REINFORCING. EXTEND 36"BEYOND FINISH GRADEMID RAIL, 6'-0" O.C. MAX.STAIR & HANDRAIL1" = 1'-0"6 3
/
8
"
M
I
N
.
3'-0" MIN.8"2'-0"
6"4P-C1M-071'-0"2'-0"± ENSUREBASE OF FOOTINGS SITBELOW FROST LINE 1" R.6"3 #4 CONT.#3 AT 18" O.C.CAST CONCRETE FOOTING2" X 4" KEYWAYCOMPACTEDSTRUCTURALBACKFILL#4 REBAR AT 12" O.C. EACH WAY, EACH FACESTANDARD CONCRETE PAVEMENTFOR RAMP SEE DETAIL X/XXXX.FOR STAIRS SEE DETAIL X/XXXX.S.S. SLEEVE TO RECEIVE 1 1/2" DIA. POSTCAST 12" DEEP INTO CIP CONCRETEWALL AT RAMP AND STAIRS ONLYNON-SHRINK GROUT AT PENETRATIONSHANDRAIL ALONG TOP OF WALL,SEE DETAIL X/XXXXFINISH GRADEFINISH GRADE1'-0"COMPACTED SUBGRADE36"WHERE WALL IS ADJACENT INSTALLRAILS 1 1/2" CLEAR (MIN.) FROM WALLRAMP & CHEEK WALL1" = 1'-0"RAMP OR STAIRS. REFER TO LAYOUTPLAN FOR WIDTH AND LOCATIONS5P-C1M-40POST TO SUPPORT LIGHT STRANDS BY OWNER1" = 1'-0"6"10'-0"3'-0"16" MIN. DIAMETER1 1/2" OCR6"3" X 3" STEEL SQUARE TUBINGW/ 5/8"X8" BASE PLATE,POWDER COAT BLACK(4) 5/8" DIA. HOT DIPGALVANIZED ANCHORBOLTS, 18" LONG + 4"HOOK + 3" PROJECTION,GA. = 9"ANCHOR FLANGE3" X 3" WELDED STEEL CAPHOOK1/2" TAMPERRESISTANT NUT WITHLOCK WASHER, (4 TYP.)FINISH GRADEGROUT SOLID & CAULKSLOPE TO DRAINSLEEVE TO RECEIVE 3" POST6P-C1M-51
CONSTR
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NOT FOR
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#####
2021-10-29
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:1ST ON MAIN
OVERALL DEVELOPMENT
STREET ADDRESS
CARMEL, INDIANA 46032
1ST ON MAIN
KEN STROKE
317.848.6500
317.848.6511
kstroke@lauth.netL30150% 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