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TITLE
Certified By:Revisions
VICINITY/LOCATION MAP
THE CURRENT EDITION OF THE CITY OF CARMEL
STORMWATER TECHNICAL STANDARDS MANUAL &
CONSTRUCTION STANDARDS ARE TO BE APPLY TO THIS
PROJECT AND ARE MADE A PART OF THESE PLANS DONALD R. HUMPHREY, P.E.
IND. REG. NO. 60900103
CONVENIENCE STORE / FOOD MART
PROPOSED:
2425 Harleston Drive
Carmel, IN 46032
SCALE: NOT TO SCALE
11.16.21
DESIGN ENGINEER
OWNER
TOTAL ENGINEERING SOLUTIONS COMPANY, LLC
9955 Crosspoint Blvd. Suite 100, Indianapolis, IN 46256p (317) 537-2410dhumphrey@tesco-solutions.com
Indy Holdings,LLC
4949 E. Thompson Road
Indianapolis, IN 46237
Paul Singh, 317-748-6911
paulsinghshell@yahoo.com
CONTRACTOR
Singh Construction Corporation
970 Heathrow Lane
Avon, Indiana 46123
SHEET
NO.
UTILITY CONTACT INFORMATION
PROPOSED BUILDINGFF ELEV = 907.20C.O.WMTOTAL ENGINEERING SOLUTIONS COMPANY, LLC
NEW CONVENIENCE STORE /
FOOD MART
2425 HARLESTON DRIVE
CARMEL, INDIANA 4603221043 9955 Crosspoint Blvd., Suite 100
p (317) 537-2410www.tesco-solutions.com
Indianapolis, IN 4625611.17.21SITE DEVELOPMENTPLANC1014020020Scale: 1"= 20'SITE IMPROVEMENTS NOTESHARLESTON STREETHARLESTON STREETTOWNE ROAD
PROPOSED BUILDINGFF ELEV = 907.20C.O.WMST5ST4ST1ST2ST3ST6SWQ2SWQ1TOTAL ENGINEERING SOLUTIONS COMPANY, LLC
NEW CONVENIENCE STORE /
FOOD MART
2425 HARLESTON DRIVE
CARMEL, INDIANA 4603221043 9955 Crosspoint Blvd., Suite 100
p (317) 537-2410www.tesco-solutions.com
Indianapolis, IN 4625611.17.21SITE GRADING &EROSION CONTROLPLANC1024020020Scale: 1"= 20'GRADING LEGENDEROSION CONTROL LEGENDSEQUENCE OF CONSTRUCTION OPERATIONS -EROSION PREVENTION
PROPOSED BUILDINGFF ELEV = 907.20C.O.WMST5ST4ST1ST2ST3ST6SWQ2SWQ1TOTAL ENGINEERING SOLUTIONS COMPANY, LLC
NEW CONVENIENCE STORE /
FOOD MART
2425 HARLESTON DRIVE
CARMEL, INDIANA 4603221043 9955 Crosspoint Blvd., Suite 100
p (317) 537-2410www.tesco-solutions.com
Indianapolis, IN 4625611.17.21SITE UTILITY PLANC1034020020Scale: 1"= 20'UTILITY NOTESSTORM SEWER SYSTEM NOTESCITY OF CARMEL UTILITY NOTESSTORM STRUCTURE DATA TABLE
PARKING BY
DISABLED
PERMIT
ONLY
SECTION "A-A"
PLAN
A B C D E F
H
CIVIL/SITE DETAILS
C104TOTAL ENGINEERING SOLUTIONS COMPANY, LLCNEW CONVENIENCE STORE/ FOODMART2425 HARLESTON DRIVECARMEL, INDIANA 46032210439955 Crosspoint Blvd., Suite 100p (317) 537-2410www.tesco-solutions.comIndianapolis, IN 4625611.16.21
PLAN VIEW
SECTION
NOTE
CASTING SHALL BE STAMPED WITH
1" RAISED LETTERS READING "NO
DUMPING, DRAINS TO STREAM"
NOTE
CASTING SHALL BE STAMPED WITH
1" RAISED LETTERS READING "NO
DUMPING, DRAINS TO STREAM"
UTILITY DETAILS
C105TOTAL ENGINEERING SOLUTIONS COMPANY, LLCNEW CONVENIENCE STORE/ FOODMART2425 HARLESTON DRIVECARMEL, INDIANA 46032210439955 Crosspoint Blvd., Suite 100p (317) 537-2410www.tesco-solutions.comIndianapolis, IN 4625611.16.21
Gravel Backfill shall extend at
least 3 feet [914 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)
1:50
SCEDrawn By:
AF-X.2 STDDocument:
STORMWATER TREATMENT SOLUTIONS
06/16/11Date: Phone (888) 344-9044 Fax (423) 826-2112
www.aquashieldinc.com
2705 Kanasita Drive, Chattanoooga, TN 37343Scale:
Aqua-Filter Filtration System Model AF-X.2 Off-Line Standard DetailU.S. Patent No. 6524473 and other Patent Pending
Pipe coupling
by Contractor.
12" [305 mm] long
Stub-out by
Manufacturer.
A
Hinged
Center Panel
B
B
C
C
Outlet
Ladder
Plan View
Anchor Panel
*Example Aqua-Swirl - Download AquaSwirl
Detail Drawing for More Information.
**See Site Plan for actual system orientation.
Section A-A
Grade (Rim)
Undisturbed Soils
Bedding
Manhole Frame and Cover on All risers by
Manufacturer. (See Detail)
Section B-B
Section C-C
4 1/2"
[114 mm]
1/2"
[13 mm]
1"
[25 mm]
Manhole Frame & Cover Detail
NTS
For Non-Traffic Areas Only
Soil
1"
[25 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.
Soil
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.
Riser
Frame
Cover
48"
[1219 mm] Min.
12"
[305 mm]
Wrap Compressible Expansion
Joint Material to a minimum
1-inch [25 mm] thickness around
top of riser to allow transfer of
inadvertent loading from
manhole cover to concrete slab.
Backfill (90%
Proctor Density)
Concrete Concrete8"
[203 mm]
Gravel Backfill Gravel Backfill
*
*
Hinged
Center Panel
3 Evenly Spaced
Distribution Slots
Filter MediaAnchor Panel Feet
Anchor Panel Feet
Ladder
Riser
Filter Outlet
Bedding
Bedding Bedding
Undisturbed Soils
Hinged Center Panel
Bedding
Bedding Bedding
Undisturbed Soils
Filter Media
3 Evenly Spaced
Distribution Slots
Flow Control Orifice
STORMWATER TREATMENT SOLUTIONS
Phone (888) 344-9044
www.aquashieldinc.com
™
A
4 1/2"Cover
Frame
1" Thick
Expansion Joint
Material30" Riser
#4 Rebar
@ 6" Each Way
14"
48"
1/2"
3,000 psi (min)
Concrete
Manhole Frame & Cover Detail
For Traffic Loading Areas
NTS
If traffic loading (H-20) is required or anticipated, a 4-foot diameter,
14-inch 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-inch
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 and be reinforced with #4 reinforcing steel as shown.
Minimum cover over reinforcing steel shall be 1-inch. Top of
manhole cover and concrete slab shall be level with finish grade.
Backfill (90%
Proctor Density)
* Please see accompanied Aqua-Swirl
specification notes.
* See Site Plan for actual system
orientation.
** Orientation may vary from 90°, 180°,
or
custom angles to meet site conditions.
Aqua-Swirl Concentrator Model AS-2 PCS Standard DetailDate:02/05/15
Scale:
Document:
Drawn By:
AS-2 PCS STD
1:20
JCW
U.S. Patent No. 6524473 and other Patent Pending
™
Phone (888) 344-9044 Fax (423) 826-2112
www.aquashieldinc.com
STORMWATER TREATMENT SOLUTIONS
Pipe coupling
by Contractor.
12" long Stub-out
by Manufacturer.
Plan ViewInlet Outlet
A
Vent
Arched Baffle
Octagonal Base Plate
A
Pipe coupling
by Contractor.
12" long Stub-out
by Manufacturer.
Vent
Arched
Baffle
Riser
Gravel Backfill shall extend at
least 3 feet [914 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)
Swirl Inlet Swirl Outlet
Bedding
Undisturbed Soil
Backfill
Section A-A
Grade (Rim)
Rim elevations to match finished
grade. PCS risers should NOT be field
cut by Contractor.
Manhole Frame and
Cover by Manufacturer.
(See Details)
4 1/2"
[114 mm]
1/2"
[13 mm]
1"
[25 mm]
Manhole Frame & Cover Detail
NTS
For Non-Traffic Areas Only
Soil
1"
[25 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.
Soil
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.
Riser
Frame
Cover
48"
[1219 mm] Min.
12"
[305 mm]
Wrap Compressible Expansion
Joint Material to a minimum
1-inch [25 mm] thickness around
top of riser to allow transfer of
inadvertent loading from
manhole cover to concrete slab.
Backfill (90%
Proctor Density)
Concrete Concrete
8"
[203 mm]
Gravel Backfill Gravel Backfill
4 1/2"Cover
Frame
1" [25 mm] Thick
Expansion Joint
Material30" [762 mm]
Riser
#4 [13 mm] Rebar
@ 6" [152 mm]
Each Way 14"1/2"
3,000 psi [20 MPa]
(min) Concrete
Manhole Frame & Cover Detail
For Traffic Loading Areas
NTS
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-inch [25 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.
Backfill (90%
Proctor Density)
48"
STORMWATER TREATMENT SOLUTIONS
Phone (888) 344-9044
www.aquashieldinc.com
™
Aqua-Swirl Polymer Coated Steel (PCS)
Stormwater Treatment System
Note: As an alternative, 42-inch OD, HS-25
rated precast concrete rings may be
substituted. 14-inch thickness must be
maintained.
2733 Kanasita Drive, Suite 111, Chattanooga, TN 37343
UTILITY DETAILS
C106TOTAL ENGINEERING SOLUTIONS COMPANY, LLCNEW CONVENIENCE STORE/ FOODMART2425 HARLESTON DRIVECARMEL, INDIANA 46032210439955 Crosspoint Blvd., Suite 100p (317) 537-2410www.tesco-solutions.comIndianapolis, IN 4625611.16.21
EROSION CONTROL
DETAILS
C107
SILT FENCE (SEDIMENT FENCE)
PRACTICE 3.74
CONCRETE WASHOUT AREA
TEMPORARY
PERMANENT SEEDING
PRACTICE 3.12MS CW
PROJECT
LOCATION
SOILS MAP
NOT TO SCALE
FLEXSTORM CATCH-IT FILTERS FOR TEMPORARY INLET PROTECTION
PRODUCT SELECTION AND SPECIFICATION DRAWING
FLEXSTORM CATCH-IT INLET FITLERS FOR
CURB BOX OPENINGS (MAGNETIC CURB FLAP)
FLEXSTORM CATCH-IT INLET FITLERS FOR
SQUARE/RECTANGULAR OPENINGS TOTAL ENGINEERING SOLUTIONS COMPANY, LLCNEW CONVENIENCE STORE/ FOODMART2425 HARLESTON DRIVECARMEL, INDIANA 46032210439955 Crosspoint Blvd., Suite 100p (317) 537-2410www.tesco-solutions.comIndianapolis, IN 4625611.16.21TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT PADCE
STORMWATER
POLLUTION
PREVENTION PLAN
C108TOTAL ENGINEERING SOLUTIONS COMPANY, LLCNEW CONVENIENCE STORE/ FOODMART2425 HARLESTON DRIVECARMEL, INDIANA 46032210439955 Crosspoint Blvd., Suite 100p (317) 537-2410www.tesco-solutions.comIndianapolis, IN 4625611.16.21RULE 5 NARRATIVE
01L1.0SITE LANDSCAPE PLAN1"=10'-0"0010'20'Know what'sbelow.before you dig.CallRF
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N 1UHSheet No.Revision:Project No:Date:Checked:Drawn:Drawing Info11/04/2021JML10/18/202110/14/202121532JMLDrawing ScopeSealVillage of WestClay BPConvenience MartCarmel, INProject InfoLConsultantsdesign group, llclandscapearchitecture+planningprofessionals317.258.5229jlapp@lappdesigngroup.comAPPSITE LANDSCAPE PLANL1.01UH1CC1UH1CC1QI2GB5BM6PO3AC18PH15VM7HA2GB1TO12CA6JS2TO6JS30VM8JS2AG8JS6JS2TO6JS4VC11LM2MG3AC5TM4HY2HY7TO3SR8PO3CV3TM1VC3TM2VC8PH8LM17LM3TT17LM9TO30VM120VM21SN5LS5TM2MG2MG2MG5TM5TM5TM4HY4HY4HY1UHLA20100152STATE OFINDIANALANDSCAPE ARCHI
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Know what'sbelow.before you dig.CallRPLANTING NOTES:1.REMOVE WEEDS, ORGANIC MATTER AND ROCKS LARGER THAN 1.5" FROM SOIL.2.BACKFILL FOR TREE PLANTING SHALL BE 75% TOPSOIL AND 25% ORGANIC COMPOST. TOP LAYER OF BACKFILL SHALL BE 100% OF SURROUNDING TOPSOIL.A 5-10-5 ANALYSIS SLOW RELEASE FERTILIZER SHALL BE INCORPORATED INTO BACKFILL AT APPROVED RATES.3.THE TOPS OF ALL TREE AND SHRUB ROOT BALLS TO BE PLACED A MAXIMUM OF ONE (1) INCH ABOVE FINAL GRADE. ALL TREES LOCATED OUTSIDE OF BEDSSHALL HAVE A MINIMUM SIX (6) FOOT DIAMETER NON-LIPPED SAUCER AROUND PLANTING PIT. ALL SAUCERS SHALL BE WEED AND GRASS FREE. ANAPPROVED PRE-EMERGENT HERBICIDE SHALL BE APPLIED IN ALL PLANTING BEDS AT A RATE SPECIFIED BY MANUFACTURER FOR EACH PLANT VARIETY.4.ALL TREE SAUCERS AND PLANTING BEDS SHALL RECEIVE MINIMUM OF THREE (3) INCHES GRADE A, SHREDDED HARDWOOD BARK MULCH. NO CYPRESS,WOOD CHIPS, ARTIFICIAL OR DYED MULCH ALLOWED.5.NO SUBSTITUTIONS OF PLANT MATERIALS WILL BE ALLOWED. IF PLANTS ARE NOT AVAILABLE, THE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT/OWNER'S REPRESENTATIVE IN WRITING. ALL PLANTS SHALL BE INSPECTED AND TAGGED WITH PROJECT I.D. AT NURSERY OR CONTRACTORS OPERATIONSPRIOR TO MOVING TO JOB SITE. PLANTS MAY BE INSPECTED AND APPROVED OR REJECTED ON THE JOB SITE BY LANDSCAPE ARCHITECT OR OWNER'SREPRESENTATIVE .6.THE OWNER, OWNER'S AGENT, OR THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY AND ALL PLANT MATERIALS AT ANY TIME DURING THECOURSE OF THE PROJECT UNTIL PROJECT IS ACCEPTED BY THE OWNER.7.LANDSCAPE CONTRACTOR SHALL LAYOUT AND STAKE ALL PLANT LOCATIONS AS SHOWN ON THE DRAWINGS PRIOR TO INSTALLATION. OWNER'SREPRESENTATIVE OR LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE PLANT LOCATIONS FOR ACCURACY AND COMPLIANCE WITH DESIGN INTENTPRIOR TO INSTALLATION.8.LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR THE PLANTING OF SPECIFIED PLANTS AND MAINTAINING ALL PLANT MATERIALS IN AN ALIVE AND QUALITYCONDITION UNTIL ACCEPTANCE BY THE OWNER. THIS INCLUDES AS A MINIMUM: WATERING, WEEDING, INSECT AND DISEASE CONTROL, PRUNING OFDAMAGED OR UNSIGHTLY LIMBS, AND KEEPING PLANTS IN TRUE AND UPRIGHT POSITIONS.9.CONTRACTOR SHALL GUARANTEE AND WARRANT ALL PLANT MATERIAL TO REMAIN ALIVE AND HEALTHY FOR ONE (1) YEAR FROM DATE OF ACCEPTANCE BYTHE OWNER. ALL REPLACEMENTS SHALL BE PAID FOR BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. GUARANTEE/WARRANTYREPLACEMENTS SHALL BE AS DIRECTED BY THE OWNER UNTIL FINAL ACCEPTANCE OF THE PROJECT FOLLOWING THE GUARANTEE PERIOD.NOTESGENERAL NOTES:1.ALL UTILITIES SHALL BE LOCATED AND MARKED/FLAGGED PRIOR TO BEGINNING WORK. RELOCATE PLANTS FROM OVER OR UNDER UTILITIES. RELOCATIONSHALL BE APPROVED BY OWNER AND/OR LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.2.UTILITY LOCATION NOTE: ALL LOCATIONS SHOWN ARE APPROXIMATE AND BASED ON INFORMATION SUPPLIED BY EITHER THE CIVIL ENGINEER, SURVEYOR,OWNER, AND/OR MEASURED IN THE FIELD. IF DISCREPANCIES ARE PRESENT, CONTRACTOR SHALL NOTIFY OWNER AND LANDSCAPE ARCHITECTIMMEDIATELY AND PRIOR TO BEGINNING WORK.3.IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE PLANT LIST, THE PLAN SHALL DICTATE.4.LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ALL PREPARATION, MATERIALS, DELIVERY, INSTALLATION AND INITIAL MAINTENANCE FOR THE LANDSCAPEPORTION OF THE PROJECT AS SHOWN ON THE DRAWING AND AS DIRECTED BY THE OWNER'S REPRESENTATIVE. THE LANDSCAPE CONTRACTOR SHALLOBTAIN AND PAY FOR ALL PERMITS AND FEES THAT MAY BE REQUIRED FOR THEIR PORTION OF WORK.5.PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WILL NOT CONFLICT W/ CONSTRUCTION OPERATIONS AND ASDIRECTED BY OWNER'S REPRESENTATIVE .6.CLEAN UP ALL DEBRIS AND REMOVE FROM SITE, REPAIR ALL DAMAGED OR DISTURBED AREAS CAUSED BY LANDSCAPE WORK.7.TOPSOIL NOTE: TOPSOIL SHALL BE FRIABLE, NATURAL LOAM, SURFACE SOIL AND FREE OF SUBSOIL, CLAY LUMPS, BRUSH, WEEDS, LITTER, ROOTS, STUMPS,STONES, AGRICULTURAL AND DOMESTIC FERTILIZERS, CHEMICALS, HERBICIDES, AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTHAND THE ENVIRONMENT. WASTE SOILS, BORROW, OR HEAVY CLAY BASED SOILS WILL NOT BE ACCEPTED. TOPSOIL SHALL HAVE A PH VALUE OF 6.0 TO 7.4AND AN ORGANIC VALUE OF 3% TO 5%. SUBMIT SOIL SAMPLES, PH LEVELS, AND NPK ANALYSIS PRIOR TO DELIVERY TO SITE.1.CONTRACTOR TO FINE GRADE AND PREPARE ALL SITE AREAS TO RECEIVE SEED. MAKE SITE SMOOTH TO FINAL GRADING PLAN ELEVATIONS, FILL INDEPRESSIONS, LOW SPOTS AND GRADE SMOOTH.2.ALL SEEDED LAWN AREAS WITHIN LIMIT LINES TO RECEIVE 6" TOPSOIL PRIOR TO SEEDING OPERATIONS. ONCE TOPSOIL HAS BEEN PLACED,CONSTRUCTION ACTIVITY OF ANY KIND (EXCLUDING LANDSCAPING) SHALL NOT BE PERMITTED ON OR ACROSS ANY PLANTING AREA.3.HYDROSEEDING IS ACCEPTABLE. APPLY WITH APPROVED EQUIPMENT DESIGNED FOR PROFESSIONAL HYDROSEEDING APPLICATIONS AT RECOMMENDEDRATES.4.PROVIDE FRESH, CLEAN NEW-CROP 'PREMIUM' GRADE SEED AND SEED MIXES AS FOLLOWS: (SUBMIT SEASONAL MIX ALTERNATIVE AS APPROPRIATE)40% KENTUCKY BLUEGRASS30% PERENNIAL RYE GRASS30% TURF TYPE TALL FESCUE5.APPLY SEED AT RATE OF MINIMUM 175 POUNDS PER ACRE (4 LBS/1000SF).6.SCARIFY SOIL TO DEPTH OF 3 INCHES PRIOR TO APPLICATION.7.LAWNS SHALL BE SEEDED FOLLOWING SCARIFYING, FINAL GRADING, FERTILIZING, AND RAKING. LAWN SHALL BE FERTILIZED W/ 12-12-12 ANALYSISFERTILIZER AT A RATE OF 10 lbs./1000 s.f. APPLY SEED MIX AT SPECIFIED RATE, AND LIGHTLY RAKE INTO TOP 1/4 INCH OF SOIL.8.MULCH SEEDED AREAS WITH STRAW MULCH AT RATE OF MINIMUM 1 1/2 TON PER ACRE (70 LBS/1000SF). CRIMP OR TACK STRAW MULCH TO REMAIN INPLACE UNTIL COMPLETE GERMINATION OF SEED AND ESTABLISHED GROWTH. COORDINATE WITH EROSION CONTROL PLAN.9.WATER AND MAINTAIN GRASS UNTIL STAND IS ESTABLISHED AND READY FOR MOWING AT MINIMUM 4 INCH HEIGHT. CONTINUE TO WATER FOR AMINIMUM 30 DAYS OR UNTIL ACCEPTED BY OWNER.10.FOLLOWING SEEDING OPERATIONS, CLEAN UP EXCESS MATERIALS, AND CLEAN ALL BARK MULCHED AND PAVED AREAS.11.FOLLOWING GERMINATION, APPLY HERBICIDE TO ALL GRASS GROWTH IN PLANT MULCH AREAS.12.ALL LAWNS SHALL BE GUARANTEED TO HAVE A FULL UNIFORM STAND OF ACCEPTABLE GRASS AT THE END OF THE ONE YEAR GUARANTEE PERIOD WITHNO BARE SPOTS COMPRISING MORE THAN 2% OF ANY LAWN AREA. ANY AREA SO NOTED WILL BE RESEEDED OR SODDED UNTIL AN ACCEPTABLE STANDOF GRASS IS ESTABLISHED.13.ALL DISTURBED LAWN AREAS SHALL BE SEEDED AS NOTED AND AS APPROVED BY OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT.SEEDING AND PREPARATION:1.CONTRACTOR TO FINE GRADE AND PREPARE ALL SITE AREAS TO RECEIVE SOD. FINE GRADE SITE SMOOTH TO FINAL GRADING PLAN ELEVATIONS, FILL INDEPRESSIONS, LOW SPOTS AND GRADE SMOOTH.2.ALL SODDED LAWN AREAS WITHIN LIMIT LINES TO RECEIVE 6" TOPSOIL PRIOR TO SODDING OPERATIONS. ONCE TOPSOIL HAS BEEN PLACED,CONSTRUCTION ACTIVITY OF ANY KIND (EXCLUDING LANDSCAPING) SHALL NOT BE PERMITTED ON OR ACROSS ANY PLANTING AREA.3.LAWNS SHALL BE SODDED FOLLOWING SCARIFYING, FINAL GRADING, FERTILIZING, AND RAKING. LAWN SHALL BE FERTILIZED W/ 12-12-12 ANALYSISFERTILIZER AT A RATE OF 10 lbs./1000 s.f.4.WATER AND MAINTAIN GRASS UNTIL STAND IS ESTABLISHED AND READY FOR MOWING AT MINIMUM 4 INCH HEIGHT. CONTINUE TO WATER FOR AMINIMUM 30 DAYS OR UNTIL ACCEPTED BY OWNER.5.FOLLOWING SODDING OPERATIONS, CLEAN UP EXCESS MATERIALS, AND CLEAN ALL BARK MULCHED AND PAVED AREAS. ALL LAWNS SHALL BEGUARANTEED TO HAVE A FULL UNIFORM STAND OF ACCEPTABLE GRASS AT THE END OF THE ONE YEAR GUARANTEE PERIOD WITH NO BARE SPOTSCOMPRISING MORE THAN 2% OF ANY LAWN AREA. ANY AREA SO NOTED WILL BE SODDED UNTIL AN ACCEPTABLE STAND OF GRASS IS ESTABLISHED.6.ALL DISTURBED LAWN AREAS SHALL BE SODDED AS NOTED AND AS APPROVED BY OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT.SODDING AND PREPARATION:1.CONTRACTOR TO STAKE WHEN NECESSARY OR REQUIRED, SUCH AS WIND PRONE AREAS OR UNSTABLE SOILS. STAKES SHALL BEPLACED IN MULCHED AREAS TO ALLOW FOR MOWING ADJACENT TURF.2.STAKING SHOULD NOT BE USED TO COMPENSATE FOR DAMAGED OR WEAK TRUNKS OR ROOT BALLS, THESE TREES SHOULD BEREJECTED.3.REMOVE ALL STAKING AS SOON AS THE TREE HAS GROWN SUFFICIENT ROOTS TO OVERCOME THE PROBLEM THAT REQUIRED THETREE TO BE STAKED. STAKES SHALL BE REMOVED NO LATER THAN THE END OF THE FIRST GROWING SEASON AFTER PLANTING.4.ASSURE THAT THE BEARING SURFACE OF THE PROTECTIVE COVERING OF THE WIRE OR CABLE AGAINST THE TREE TRUNK IS AMINIMUM OF 12 MM (0.5 IN.).5.WIRES OR CABLE SIZES SHALL BE 14 to 12 GAUGE.6.TIGHTEN WIRE OR CABLE ONLY ENOUGH TO KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK MOVEMENT. PLASTIC HOSE TO BELONG ENOUGH TO ACCOMMODATE 1.5" OF GROWTH AND BUFFER ALL BRANCHES FROM THE WIRE.7.TUCK ANY LOOSE ENDS OF THE WIRE OR CABLE INTO THE WIRE WRAP SO THAT NO SHARP WIRE ENDS ARE EXPOSED.TREE STAKING NOTES:Sheet No.Revision:Project No:Date:Checked:Drawn:Drawing Info11/04/2021JML10/18/202110/14/202121532JMLDrawing ScopeSealVillage of WestClay BPConvenience MartCarmel, INProject InfoLConsultantsdesign group, llclandscapearchitecture+planningprofessionals317.258.5229jlapp@lappdesigngroup.comAPP01L2.0Village of West Clay BP Convenience MartTYPICAL TREE PLANTING DETAILN.T.S. LANDSCAPE NOTESAND DETAILSL2.002L2.0Village of West Clay BP Convenience MartTYP. EVERGREEN TREE PLANTING DETAILN.T.S.03L2.0Village of West Clay BP Convenience MartTYPICAL SHRUB PLANTING DETAILN.T.S.F
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# Date CommentsChecked By:Scale:RevisionsPage 1 of 1Date:11/15/2021Photometric analysis conducted usingproject information provided by others.Actual light levels may vary from thoseindicated due to in-field conditions suchas obstructions, furnishings, finishes, etc.VWC CONVENIENCE STOREDrawn By: TOSCalculation SummaryLabelCalcTypeUnitsAvgMaxMinLuminaire ScheduleSymbolAvg/MinMax/MinCalcPts_1IlluminanceFc6.4735.20.0N.A.N.A.PROP LINEIlluminanceFc0.030.10.0N.A.N.A.UNDER CANOPYIlluminanceFc24.5735.213.71.79QtyLabelArrangementLum. LumensDescription2SA14Single12183GARDCO ECF-S-32L-1_2A-NW-G2-4-HIS3SWPSingle3364STONCO LPW-16-30-NW-G3-427CANSingle4656GARDCO SFC-CD-48L-250-NW-G22.57PHOTOMETRIC SITE PLANScale: 1 inch= 20 Ft.MH: 16CANCANMH: 16MH: 16CANCANMH: 16MH: 16CANMH: 16CANCANMH: 16CANMH: 16MH: 16CANMH: 16CANCANMH: 16CANMH: 16CANMH: 16MH: 16CANMH: 16CANCANMH: 16MH: 16CANCANMH: 16CANMH: 16MH: 16CANCANMH: 16MH: 16CANCANMH: 16MH: 16CANMH: 16CANCANMH: 16MH: 16CANSWPMH: 12SWPMH: 12MH: 12SWPSA14MH: 20SA14MH: 201.81.13.2 2.8 2.1 1.6 1.3 1.1 1.1 1.1 1.23.31.22.01.0 1.1 1.6 1.9 2.00.03.51.41.61.39.84.10.0 0.1 0.5 2.1 1.9 1.7 4.4 7.42.99.92.59.9 10.3 10.6 10.6 10.5 8.0 5.0 2.3 1.61.010.10.91.21.6 1.2 1.01.3 1.4 1.2 1.0 0.92.20.91.10.8 0.70.3 0.5 0.5 0.5 0.40.1 0.2 0.20.72.24.51.2 1.6 2.3 1.9 1.3 1.0 1.1 1.72.02.81.01.74.6 3.6 2.4 1.6 1.13.4 2.9 2.1 1.42.68.69.2 5.7 2.4 1.3 1.7 2.2 2.6 0.80.317.00.812.715.2 20.7 25.8 25.6 25.8 26.8 26.6 26.7 27.10.60.00.02.40.42.30.01.1 1.3 1.5 1.612.60.012.80.2 0.4 4.1 8.0 11.4 11.8 11.8 12.0 12.40.00.622.63.4 4.60.0 0.0 0.4 1.3 1.4 1.5 8.22.419.29.822.4 22.8 23.7 24.0 24.1 23.9 14.7 3.811.11.013.71.01.74.1 1.5 3.1 3.81.70.72.11.2 11.4 20.722.6 5.20.214.623.732.932.232.235.231.726.031.40.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.00.00.10.00.00.10.00.00.00.0 0.0 0.00.1 0.10.10.10.00.10.0 0.0 0.00.0 0.00.0 0.00.00.10.00.00.00.00.00.00.00.00.00.00.00.00.10.10.00.00.00.00.00.00.00.00.10.00.00.10.10.10.10.10.10.00.10.00.10.10.10.10.00.00.00.00.00.120105410.5