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Home My WebLink AboutWarehouse Building Addition 4511 W. 99th Street Full SetSHEET INDEX 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 WAREHOUSE BUILDING ADDITION PROPOSED: 4511 W. 99th Street Carmel, Indiana SCALE: NOT TO SCALE 1.4.21 DESIGN ENGINEER OWNER TOTAL ENGINEERING SOLUTIONS COMPANY, LLC 7800 Sargent Rd, Indianapolis, IN 46256 p (317) 667-0791dhumphrey@tesco-solutions.com JADAM Property Group, LLC 10240 Ditch Rd., Carmel, IN 46032 Contact: Mr. Todd Katz - 317-413-3324 toddkatz@hotmail.com CONTRACTOR COMMERCIAL TEAM CONSTRUCTION 1715 S. Franklin Road Indianapolis, IN 46239 Ph. (317) 782-8300 Fax (317) 782-8301 SHEET NO. UTILITY CONTACT INFORMATION 1/4/21 Revised per various TAC Review Comments SITE INFORMATION: SITE ZONING: I-1 REQUIRED SETBACKS: FRONT YARD = 15' SIDE YARD = 5' REAR YARD = 15' TOTAL DISTURBED AREA = 0.68 ACRES 4/15/21 Revised per various TAC Review Comments 09/08/21 NEW BUILDING ADDITOIN (13, 000 SF) JADAM PROPERTY GROUP, LLC 4511 W. 99TH STREET MAUCK 6, LLC ZONED I-1 INDUSTRIAL LAND USE DJ REINBOLD REALTY, LLC ZONED I-1 INDUSTRIAL LAND USECENTRAL INDIANA LAND TRUST, INC.ZONED I-1INDUSTRIAL LAND USEALLIANCE COOPERATIVE ENERGYSERVICES POWER MARKETING, LLCZONED I-1INDUSTRIAL LAND USETOTAL ENGINEERING SOLUTIONS COMPANY, LLCJADAM PROPERTY GROUP, LLCNEW WAREHOUSE ADDITION4511 W. 99TH STREETCARMEL, INDIANA190359702 E. Washington St., Suite 400-133p (317) 667-0791www.tesco-solutions.comIndianapolis, IN 4622902.05.20SITE DEVELOPMENT PLAN C10140 200 20 Scale: 1"= 20' SITE LEGEND SITE PARKING SUMMARY BUILDING USE PARKING REQUIRED (PER UDO) PARKING REQUIRED LOT COVERAGE AREA TOTAL LOT AREA TOTAL IMPERVIOUS AREA PERCENTAGE OF IMPERVIOUS COVERAGE 09/08/21 NEW BUILDING ADDITOIN (13, 000 SF) JADAM PROPERTY GROUP, LLC MAUCK 6, LLC ZONED I-1 INDUSTRIAL LAND USE DJ REINBOLD REALTY, LLC ZONED I-1 INDUSTRIAL LAND USECENTRAL INDIANA LAND TRUST, INC.ZONED I-1INDUSTRIAL LAND USECROSS SECTION #1 CROSS SECTION #2 CROSS SECTION #3 CROSS SECTION #4 890 889 888 887 886 CROSS SECTION #1 CROSS SECTION #2 891 890 889 888 887 886 891 CROSS SECTION #3 CROSS SECTION #4 TOTAL ENGINEERING SOLUTIONS COMPANY, LLCJADAM PROPERTY GROUP, LLCNEW WAREHOUSE ADDITION4511 W. 99TH STREETCARMEL, INDIANA190359702 E. Washington St., Suite 400-133p (317) 667-0791www.tesco-solutions.comIndianapolis, IN 4622902.05.20OFFSITE DRAINAGE AREA & SWALE CROSS SECTIONS C102A40200 20 Scale: 1"= 20' GRADING LEGEND EX. SWALE CROSS SECTIONS NEW SWALE CROSS SECTIONS 09/08/21 NEW BUILDING ADDITOIN (13, 000 SF) JADAM PROPERTY GROUP, LLC MAUCK 6, LLC ZONED I-1 INDUSTRIAL LAND USE DJ REINBOLD REALTY, LLC ZONED I-1 INDUSTRIAL LAND USECENTRAL INDIANA LAND TRUST, INC.ZONED I-1INDUSTRIAL LAND USECROSS SECTION #1 CROSS SECTION #2 CROSS SECTION #3 CROSS SECTION #4 890 889 888 887 886 CROSS SECTION #1 CROSS SECTION #2 891 890 889 888 887 886 891 CROSS SECTION #3 CROSS SECTION #4 TOTAL ENGINEERING SOLUTIONS COMPANY, LLCJADAM PROPERTY GROUP, LLCNEW WAREHOUSE ADDITION4511 W. 99TH STREETCARMEL, INDIANA190359702 E. Washington St., Suite 400-133p (317) 667-0791www.tesco-solutions.comIndianapolis, IN 4622902.05.20OFFSITE DRAINAGE AREA & SWALE CROSS SECTIONS C102A40200 20 Scale: 1"= 20' GRADING LEGEND EX. SWALE CROSS SECTIONS NEW SWALE CROSS SECTIONS 09/08/21 NEW BUILDING ADDITOIN (13,000 SF) JADAM PROPERTY GROUP, LLC 4511 W. 99TH STREET MAUCK 6, LLC ZONED I-1 INDUSTRIAL LAND USE DJ REINBOLD REALTY, LLC ZONED I-1 INDUSTRIAL LAND USECENTRAL INDIANA LAND TRUST, INC.ZONED I-1INDUSTRIAL LAND USEALLIANCE COOPERATIVE ENERGYSERVICES POWER MARKETING, LLCZONED I-1INDUSTRIAL LAND USETOTAL ENGINEERING SOLUTIONS COMPANY, LLCJADAM PROPERTY GROUP, LLCNEW WAREHOUSE ADDITION4511 W. 99TH STREETCARMEL, INDIANA190359702 E. Washington St., Suite 400-133p (317) 667-0791www.tesco-solutions.comIndianapolis, IN 4622902.05.20SITE UTILITY PLAN C10340 200 20 Scale: 1"= 20' UTILITY NOTES STORM SEWER SYSTEM NOTES: STORM STRUCTURE DATA TABLE CITY OF CARMEL UTILITY NOTES: 09/08/21 B S A1 D C EA CIVIL/SITE DETAILS C104TOTAL ENGINEERING SOLUTIONS COMPANY, LLCJADAM PROPERTY GROUP, LLCNEW BUILDING ADDITION4511 W. 99TH STREETCARMEL, INDIANA190359702 E. Washington St., Suite 400-133p (317) 667-0791www.tesco-solutions.comIndianapolis, IN 4622912.17.1909/08/21 2733 Kanasita Drive, Suite 111, Chattanooga, TN 37343 Phone (888) 344-9044 Fax (423) 826-2112www.aquashieldinc.com Structure #: Drawn By: Scale: Date: 6/26/2019 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 XC-3 CCW STD XC-3 STD Aqua-Swirl Polymer Coated Steel (PCS) Stormwater Treatment System 12 in [305 mm] Manhole Frame & Cover DetailFor Non-Traffic Areas OnlyNTS 4 in [1219 mm] Min. Gravel Backfill Concrete Wrap Compressible Expansion Joint Material to a minimum 1/2-inch [13 mm] thickness aroundtop 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 supportand 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 andlevel the manhole frame, as shown. The top of riser pipe must bewrapped with compressible expansion joint material to a minimum1/2-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 minimumstrength 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: 1500 lbs [700 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-3 inlet/outlet pipe size ranges up to 21 in [533 mm]. XC-3 chamber height may vary up to 80 in [2032 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 54 in [1372 mm] 54 in [1372 mm] n21 in [533 mm] n21 in [533 mm] 2 Octagonal Base Plate Ø42 in [Ø107 mm] Elevation View SCALE 1:40 47 in [1194 mm] 80 in [2032 mm] [1295 mm] [1168 mm] 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. 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 Pipe coupling by Contractor. 12 in [305 mm] long Stub-out by Manufacturer. 180° n42 in [1067 mm] Projected View SCALE 1:70 Optional inlet orientations available (See note 4) UTILITY DETAILS C105TOTAL ENGINEERING SOLUTIONS COMPANY, LLCJADAM PROPERTY GROUP, LLCNEW BUILDING ADDITION4511 W. 99TH STREETCARMEL, INDIANA190359702 E. Washington St., Suite 400-133p (317) 667-0791www.tesco-solutions.comIndianapolis, IN 4622912.17.1909/08/21 EROSION CONTROL DETAILS C106 SILT FENCE (SEDIMENT FENCE) PRACTICE 3.74 CONCRETE WASHOUT AREA TEMPORARY PERMANENT SEEDING PRACTICE 3.12MS CW UcfA PROJECT LOCATION SOILS MAP NOT TO SCALE W 99th StreetUbaA 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, LLCJADAM PROPERTY GROUP, LLCNEW BUILDING ADDITION4511 W. 99TH STREETCARMEL, INDIANA190359702 E. Washington St., Suite 400-133p (317) 667-0791www.tesco-solutions.comIndianapolis, IN 4622912.17.1909/08/21 EROSION CONTROL DETAILS C106 SILT FENCE (SEDIMENT FENCE) PRACTICE 3.74 CONCRETE WASHOUT AREA TEMPORARY PERMANENT SEEDING PRACTICE 3.12MS CW UcfA PROJECT LOCATION SOILS MAP NOT TO SCALE W 99th StreetUbaA 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, LLCJADAM PROPERTY GROUP, LLCNEW BUILDING ADDITION4511 W. 99TH STREETCARMEL, INDIANA190359702 E. Washington St., Suite 400-133p (317) 667-0791www.tesco-solutions.comIndianapolis, IN 4622912.17.1909/08/21 NEW BUILDING ADDITOIN (13,000 SF) JADAM PROPERTY GROUP, LLC 4511 W. 99TH STREET INDUSTRIAL LAND USE DJ REINBOLD REALTY, LLC ZONED I-1CENTRAL INDIANA LAND TRUST, INC.ZONED I-1INDUSTRIAL LAND USETOTAL ENGINEERING SOLUTIONS COMPANY, LLCJADAM PROPERTY GROUP, LLCNEW WAREHOUSE ADDITION4511 W. 99TH STREETCARMEL, INDIANA190359702 E. Washington St., Suite 400-133p (317) 667-0791www.tesco-solutions.comIndianapolis, IN 4622902.05.20SITE LANDSCAPING PLAN C10740 200 20 Scale: 1"= 20' Bufferyard Landscape Requirements (Per UDO) PLANT SCHEDULE Symbol Botanical Name Common Name Size Container NotesQuantity Parking Lot Landscape Requirements (Per UDO) LANDSCAPING NOTES: South Buffer Yard North Buffer Yard West Buffer Yard 09/08/21 NEW BUILDING ADDITOIN (13,000 SF) JADAM PROPERTY GROUP, LLC 4511 W. 99TH STREET INDUSTRIAL LAND USE DJ REINBOLD REALTY, LLC ZONED I-1CENTRAL INDIANA LAND TRUST, INC.ZONED I-1INDUSTRIAL LAND USETOTAL ENGINEERING SOLUTIONS COMPANY, LLCJADAM PROPERTY GROUP, LLCNEW WAREHOUSE ADDITION4511 W. 99TH STREETCARMEL, INDIANA190359702 E. Washington St., Suite 400-133p (317) 667-0791www.tesco-solutions.comIndianapolis, IN 4622902.05.20SITE LANDSCAPING PLAN C10740 200 20 Scale: 1"= 20' Bufferyard Landscape Requirements (Per UDO) PLANT SCHEDULE Symbol Botanical Name Common Name Size Container NotesQuantity Parking Lot Landscape Requirements (Per UDO) LANDSCAPING NOTES: South Buffer Yard North Buffer Yard West Buffer Yard DETENTION AREA SIGN NATIVE PLANTS AND GRASSES 09/08/21 a·.1..-M/MM UMW iai..1.. rw .0lailmmas.-ialmaM1l Imam POMMMOMPOIMMSM .nimma--alb .iam-a..il 5' REAR YARD ExistingWoods l·..mp m.....r.mwrm. ma* w .. pawamaamm iawwr REVISIONS DATE E'er rah Grass ill cr 41111P C4 Irk, it 0 fib4111P'4.- MUM Milalummalrama 44‘·-mimmma IMINVOIM Ma AM PROPOSED WAREHOUSE 12,000 S. F: ittieIRIli El f e fa erre Ad l P Oa MO PROPOSED AIR CONDITIONER UNIT PROPOSED AIR CONDI TI ONER UNIT PROPOSED OFFICE 3,000 S.F. G 0 Airzer 119 ird A Piiiii010 411 Fer\ wr. T 1 Otti kr F r 1 pir rill 5' SIDE YARD 0....aiMaalaMIMIMPD ..r..MMOr. ..M.MPrrnilrsiMOMM. I.all *M i·.· MOr. i=411.gaMlialharMg "!I'i'Y0.i REVISIONS ExistingConcrete BuildingPad TREE PROTECTION FENCE SEE DETAIL C106 4E1 ao mmsamm r..iii.,.. DRAWN BY: DESIGNED er. CHECKED BY: KAM MAS D4T September 3, 2004 Existing Concrete awake- 1 fl'JV'/N ,ER/NG7 Eng/rrecrs CarAsu'lt,eryts Ind /rnapo/!s„ !nd /Ana ExistingPavement 5' SIDE YARD:iiorewimorr Existing Concrete Edge of Concrete ammiamammamm N. Ma aft Ma 1 1 1 Grass MO almo limiammmarma am mow Bell —Horn MAYFLOWER PARK CARMEL,IN a li OF g limp4 4 i :If ii 41.44 M 44 riaI1:" rdvsft 1f.: 11111110H I, I5 FRON 1 YA am. t t t t t i.r41N.-. i-rimer MOP r 45' U. D.E.ESMT 9 NOTE: CHANGES IN TREE TYPES MUST BE APPROVED BY URBAN FORESTER 317) 571- 2417 40' INGRESS /EGRESS EASEMENT 1 l w 10 iQ 0 0 c!') 1. IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE PLANT LIST, THE PLAN SHALL DICTATE 2. ALL SHRUB PLANTING AREAS TO BE COVERED W/ 3" LAYER OF SHREDDED HARDWOOD BARK MULCH. ALL GROUND COVER BEDS SHALL BE COVERED W/ 2" SHREDDED HARDWOOD BARK MULCH. MULCH SHALL BE APPROVED BY LANDSCAPE ARCHITECT AND SHALL BE UNIFORM IN TEXTURE AND COLOR AND SHALL BE OBTAINED FROMSAWMILL OR LUMBERING OPERATION. NO UTILITY MULCH OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED. 3. AN APPROVED PRE EMERGENT HERBICIDE SHALL BE APPLIED IN ALL PLANTING BEDS AT A RATE SPECIFIED BY MANUFACTURER FOR EACH PLANT VARIETY. 4. FINAL PLACEMENT OF PLANT MATERIALS, ECT. SHALL BE APPROVED BY LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS ARE TO PROCEED. ALL TREE LOCATIONS SHALL BE MARKED WITH A WOOD STAKE INDICATING VARIETY AND SIZE OF TREE. ALL GROUND COVER AND PLANTING BED LINES SHALL BE MARKED W/ HIGHLY VISIBLE PAINT LINES W/ OCCASIONAL WOOD STAKES FOR REFERENCE. ALL STAKES SHALL BE REMOVED FOLLOWING PLANTING OPERATIONS. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ADJUST PLANT LOCATIONS ON THE SITE. 6. ALL PLANTS SHALL MEET OR EXCEED AMERICAN STANDARDS FOR NURSERY STOCK, 1986 EDITION, AS SET FORTH BY AMERICAN ASSOCIATION OF NURSERYMEN. 8. ALL LANDSCAPE PLANTINGS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT. AT THE END OF THIS PERIOD, PLANT MATERIAL OR UNSATISFACTORY BY LANDSCAPE ARCHITECT TERMED DEAD SHALL BE REPLACED AT NO ADDITIONAL CHARGE BY THE LANDSCAPE CONTRACTOR. LANDSCAPE PLAN PLANTING NOTES 5. NO SUBSTITUTIONS OF PLANT MATERIALS WILL BE ALLOWED.IF PLANTS ARE NOT AVAILABLE, THE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT PRIOR TO BID IN WRITING. ALL PLANTS SHALL BE INSPECTED AND TAGGED WITH PROJECT I.D. AT NURSERY OR CONTRACTORS OPERATIONS PRIOR TO MOVING TO JOB SITE. PLANTS MAY BE INSPECTED AND APPROVED OR REJECTED ON THE JOB SITE BY LANDSCAPE ARCHITECT. 7. PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WILL NOT CONFLICT W/ CONSTRUCTION OPERATIONS AND AS DIRECTED BY LANDSCAPE ARCHITECT. 9. LAWNS SHALL BE SEEDED FOLLOWING SCARIFYING, FINAL GRADING, FERTILIZING, AND RAKING. LAWN SHALL BE FERTILIZED W/ 12 -12 -12 ANALYSIS FERT.AT A RATE OF 10Ibs. /1000s.f.AND LIME APPLIED AS DICTATED BY SOILS TEST PRIOR TO SEEDING.LAWNS TO BE SEEDED W/ MECHANICAL SPREADER AT A RATE OF 51bs./ 1000s. f.APPLY SEED 1/2ONE DIRECTION AND 1/2 PERPENDICULAR TO THE FIRST. LIGHTLY RAKE, ROLL W/ 200Ibs. ROLLER,AND APPLY HYDROMULCH (NO STRAW MULCH)AFTER SEEDING. SCALE: 1" 20' Scale: I 20' 10. TIME LANDSCAPE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES THAT MAY BE EQUIRED FOR HIS PORTION OF WORK. 11. PEATMOSS TO BE USED ON PROJECT SHALL BE DOMESTIC OR IMPORTED MATERIAL,CHOCOLATE BROWN IN COLOR AND COMPOSED OF PARTIALLY DECOMPOSED VEGETABLE MATERIAL. PEAT MOSS TO BE MILDLY ACIDIC IN CHARACTER AND SHALL BE APPROVED BY LANDSCAPE ARCHITECT. 12. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IN WRITING PRIOR TO BID DATE OF ANY PLANTS HE/ SHE FEELS MAY NOT SURVIVE IN LOCATIONS NOTED ON PLANS. 13. ALL DISTURBED LAWN AREAS SHALL BE SEEDED OR SODDED AS NOTED. PERMANENT SEEDED LAWNS AND SODDED LAWNS SHALL BE SEED MIX AS APPROVED BY LANDSCAPE ARCHITECT. SEED MIXSHALL CONSIST OF: 34 POUNDS WABASH OR BARON KENTUCKY BLUEGRASS, 20 POUNDS PARK KENTUCKY BLUEGRASS, 10 POUNDS PENNLAWN FESCUE AND 26 POUNDS CERTIFIED FINE BLADED PERENNIAL RYEGR ASS. 14. ALL LAWNS SHALL BE GUARANTEED TO HAVE A FULL UNIFORM STAND OF ACCEPTABLE GRASS AT THE END OF THE ONE YEAR GUARANTEE PERIOD WITH NO BARE SPOTS COMPRISING MORETHAN 2% OE ANY LAWN AREA. ANY AREA SO NOTED WILL BE SEEDED OR SODDED UNTIL AN ACCEPTABLE STAND OF GRASS IS ESTABLISHED. 15. ALL LANDSCAPE PLANTINGS TO BE MAINTAINED BY CONTRACTOR FOR 60 DAYS FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT. ALL SEEDED LAWNS SHALL BE MAINTAINED FOR 60 DAYS AND SODDED LAWNS 30 DAYS FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT AFTER WRITTEN REQUEST FROM THE LANDSCAPE CONTRACTOR. MAINTENANCE TO INCLUDE WATERING WEEDING,CULTIVATING, MULCHING,MOWING,AND ALL OTHER NECESSARY OPERATIONS REQUIRED FOR PROPER ESTABLISHMENT OF LAWNS AND PLANTINGS 16. C TO SUBMIT UNIT PRICES ON EVERY TYPE OF WORK AS REQUIRED BY LANDSCAPE ARCHITECT. 17. ALL LAWN AREAS WITHIN LAWN LIMIT LINES TO RECEIVE 4 -6" APPROVED TOPSOIL PRIOR TO SEEDING OPERATIONS. 18. BACKFILL FOR TREE PLANTING SHALL BE 75% APPROVED TOPSOIL AND 25% APPROVED PEAT MOSS.TOP LAYER OF BACKFILL SHALL BE 100% EXISTING TOPSOIL. A 5 -10 -5 ANALYSIS SLOW RELEASE FERTILIZER SHALL BE INCORPORATED INTO FILL AT APPROVED RATES. 19. ALL EXISTING TREES TO BE RELOCATED SHALL BE DIRECT TRANSPLANTED BY A MECHANICAL TREE SPADE IN A PROPER SIZE AS DETERMINED BY AMERICAN ASSOC. OF NURSERYMEN STANDARDS FOR PLANT MATERIAL. ALL TRANSPLANTING OF TREES SHALL BE DONE DURING THE PROER SEASON FOR EACH SPECIES. TREES SHALL BE RELOCATED DIRECTLY TO NEW LOCATIONS OR TO HOLDING AREA FOR LATER TRANSPLANT FOLLOWING CONSTRUCTION FINAL LOCATION AND SIZE ARE NOTED ON PLANS. PROJECT /.D. CTCO4C A t5TE' 0. 900103 STATE OF 04 (PPALIA,„P:o I1111't BY://7", S Nt` 7y C105 4 RECOMMENDED PLANTING SCHEDULE KEY NUMBER BOTANICAL NAME COMMON NAME REMARKS A 3 AESCULUS xCARNEA BRIOTII' RUBY RED HORSECHESTNUT B 5 BETULA NIGRA RIVERBIRCH C 6 LIRIODENDROM TULIPIFERA TULIPTREE 0 7 CORNUSKOUSA KOUSA DOGWOOD E 5 SYRINGARETICULA IVORYSILK' IVORY SILK JAPANESE LILAC TREE F 27 COTONEASTER APICULATUS CRANBERRY COTONEASTER G 24 SPxBUMALDA CRISPA' SPIRAEA CRISP LEAF H 8 TAXUS xMEDIA SPREADING YEW a·.1..-M/MMUMW i ai.. 1.. rw.0lailmmas.- ialmaM1l Imam POMMMOMPOIMMSM .nimma-- alb . iam-a..il 5' REAR YARD ExistingWoods l·..mp m..... r.mwrm. ma* w .. pawamaamm i awwr REVISIONS DATE E'er rah Grass ill cr 41111P C4 Irk, it 0 fib4111P'4.- MUM Milalummalrama 44‘·- mimmma IMINVOIM Ma AM PROPOSED WAREHOUSE 12,000 S. F: itti e IR Ili El f e fa erre Ad l P Oa MO PROPOSED AIR CONDITIONER UNIT PROPOSED AIR CONDI TI ONER UNIT PROPOSED OFFICE 3,000 S. F. G 0 Airzer 119 ird A Piiiii010411 Fer\ wr. T 1 Otti kr F r 1 pir rill 5' SIDE YARD 0....ai MaalaMIMIMPD .. r..MMOr. .. M. MPrrnilr s iMOMM. I.all * Mi·.·MO r. i=411. gaMlialhar Mg "! I' i'Y0.i REVISIONS ExistingConcrete BuildingPad TREE PROTECTION FENCE SEE DETAIL C106 4E1 ao mmsamm r..iii.,.. DRAWN BY: DESIGNED er. CHECKED BY: KAM MAS D4T September 3,2004 Existing Concrete awake- 1 fl'JV'/N ,ER/NG7 Eng/rrecrs CarAsu'lt,eryts Ind /rnapo/!s„!nd /Ana ExistingPavement 5' SIDE YARD:iiorewimorr Existing Concrete Edge of Concrete ammiamammamm N. Ma aft Ma 1 1 1 Grass MO almo limiammmarma am mow Bell —Horn MAYFLOWER PARK CARMEL, IN a li OF g limp44i :Ifii 41.44 M 44 riaI1:" rdvsft 1 f.: 11111110HI, I5 FRON 1 YA am. t t t t t i.r41N.-. i-rimer MOP r 45' U. D.E. ESMT 9 NOTE: CHANGES IN TREE TYPES MUST BE APPROVED BY URBAN FORESTER 317) 571-2417 40' INGRESS /EGRESS EASEMENT 1 l w 10 iQ 0 0 c!') 1.IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE PLANT LIST, THE PLAN SHALL DICTATE 2.ALL SHRUB PLANTING AREAS TO BE COVERED W/ 3" LAYER OF SHREDDED HARDWOOD BARK MULCH. ALL GROUND COVER BEDS SHALL BE COVERED W/ 2" SHREDDED HARDWOOD BARK MULCH. MULCH SHALL BE APPROVED BY LANDSCAPE ARCHITECT AND SHALL BE UNIFORMIN TEXTURE AND COLOR AND SHALL BE OBTAINED FROM SAWMILL OR LUMBERING OPERATION. NO UTILITY MULCH OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED. 3.AN APPROVED PRE EMERGENT HERBICIDE SHALL BE APPLIED IN ALL PLANTING BEDS AT A RATE SPECIFIED BY MANUFACTURER FOR EACH PLANT VARIETY. 4.FINAL PLACEMENT OF PLANT MATERIALS, ECT. SHALL BE APPROVED BY LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS ARE TO PROCEED. ALL TREE LOCATIONS SHALL BE MARKED WITH A WOOD STAKE INDICATING VARIETY AND SIZE OF TREE. ALL GROUND COVER AND PLANTING BED LINES SHALL BE MARKED W/ HIGHLY VISIBLE PAINT LINES W/ OCCASIONAL WOOD STAKES FOR REFERENCE. ALL STAKES SHALL BE REMOVED FOLLOWING PLANTING OPERATIONS. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ADJUST PLANT LOCATIONS ON THE SITE. 6. ALL PLANTS SHALL MEET OR EXCEED AMERICAN STANDARDS FOR NURSERY STOCK, 1986 EDITION, AS SET FORTH BY AMERICAN ASSOCIATION OF NURSERYMEN. 8. ALL LANDSCAPE PLANTINGS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT. AT THE END OF THIS PERIOD, PLANT MATERIAL OR UNSATISFACTORY BY LANDSCAPE ARCHITECT TERMED DEAD SHALL BE REPLACED AT NO ADDITIONAL CHARGE BY THE LANDSCAPE CONTRACTOR. LANDSCAPE PLAN PLANTING NOTES 5. NO SUBSTITUTIONS OF PLANT MATERIALS WILL BE ALLOWED.IF PLANTS ARE NOT AVAILABLE, THE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT PRIOR TO BID IN WRITING. ALL PLANTS SHALL BE INSPECTED AND TAGGED WITH PROJECT I.D. AT NURSERY OR CONTRACTORS OPERATIONS PRIOR TO MOVING TO JOB SITE. PLANTS MAYBE INSPECTED AND APPROVED OR REJECTED ON THE JOB SITE BY LANDSCAPE ARCHITECT. 7. PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WILL NOT CONFLICT W/ CONSTRUCTION OPERATIONS AND AS DIRECTED BY LANDSCAPE ARCHITECT. 9. LAWNS SHALL BE SEEDED FOLLOWING SCARIFYING, FINAL GRADING, FERTILIZING, AND RAKING. LAWN SHALL BE FERTILIZED W/ 12 -12 -12 ANALYSIS FERT.AT A RATE OF 10Ibs. /1000s.f.AND LIME APPLIED AS DICTATED BY SOILS TEST PRIOR TO SEEDING.LAWNS TO BE SEEDED W/ MECHANICAL SPREADER AT A RATE OF 51bs./ 1000s. f.APPLY SEED 1/2ONE DIRECTION AND 1/2 PERPENDICULAR TO THE FIRST. LIGHTLY RAKE, ROLL W/ 200Ibs. ROLLER,AND APPLY HYDROMULCH (NO STRAW MULCH)AFTER SEEDING. SCALE: 1" 20' Scale: I 20' 10. TIME LANDSCAPE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES THAT MAYBE EQUIRED FOR HIS PORTION OF WORK. 11. PEATMOSS TO BE USED ON PROJECT SHALL BE DOMESTIC OR IMPORTED MATERIAL,CHOCOLATE BROWN IN COLOR AND COMPOSED OF PARTIALLY DECOMPOSED VEGETABLE MATERIAL. PEAT MOSS TO BE MILDLY ACIDIC IN CHARACTER AND SHALL BE APPROVED BY LANDSCAPE ARCHITECT. 12. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IN WRITING PRIOR TO BID DATE OF ANY PLANTS HE/SHE FEELS MAY NOT SURVIVE IN LOCATIONS NOTED ON PLANS. 13. ALL DISTURBED LAWN AREAS SHALL BE SEEDED OR SODDED AS NOTED. PERMANENT SEEDED LAWNS AND SODDED LAWNS SHALL BE SEED MIX AS APPROVED BY LANDSCAPE ARCHITECT.SEED MIX SHALL CONSIST OF: 34 POUNDS WABASH OR BARON KENTUCKY BLUEGRASS, 20 POUNDS PARK KENTUCKY BLUEGRASS, 10 POUNDS PENNLAWN FESCUE AND 26 POUNDS CERTIFIED FINE BLADED PERENNIAL RYEGR ASS. 14. ALL LAWNS SHALL BE GUARANTEED TO HAVE A FULL UNIFORM STAND OF ACCEPTABLE GRASS AT THE END OF THE ONE YEAR GUARANTEE PERIOD WITH NO BARE SPOTS COMPRISING MORETHAN 2% OE ANY LAWN AREA. ANY AREA SO NOTED WILL BE SEEDED OR SODDED UNTIL AN ACCEPTABLE STAND OF GRASS IS ESTABLISHED. 15. ALL LANDSCAPE PLANTINGS TO BE MAINTAINED BY CONTRACTOR FOR 60 DAYS FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT. ALL SEEDED LAWNS SHALL BE MAINTAINED FOR 60 DAYS AND SODDED LAWNS 30 DAYS FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT AFTER WRITTEN REQUEST FROM THE LANDSCAPE CONTRACTOR. MAINTENANCE TO INCLUDE WATERING WEEDING,CULTIVATING, MULCHING,MOWING,AND ALL OTHER NECESSARY OPERATIONS REQUIRED FOR PROPER ESTABLISHMENT OF LAWNS AND PLANTINGS 16. C TO SUBMIT UNIT PRICES ON EVERY TYPE OF WORK AS REQUIRED BY LANDSCAPE ARCHITECT. 17. ALL LAWN AREAS WITHIN LAWN LIMIT LINES TO RECEIVE 4 -6" APPROVED TOPSOIL PRIOR TO SEEDING OPERATIONS. 18. BACKFILL FOR TREE PLANTING SHALL BE 75% APPROVED TOPSOIL AND 25% APPROVED PEAT MOSS.TOP LAYER OF BACKFILL SHALL BE 100% EXISTING TOPSOIL. A 5 -10 -5 ANALYSIS SLOW RELEASE FERTILIZER SHALL BE INCORPORATED INTO FILL AT APPROVED RATES. 19. ALL EXISTING TREES TO BE RELOCATED SHALL BE DIRECT TRANSPLANTED BY A MECHANICAL TREE SPADE IN A PROPER SIZE AS DETERMINED BY AMERICAN ASSOC. OF NURSERYMEN STANDARDS FOR PLANT MATERIAL. ALL TRANSPLANTING OF TREES SHALL BE DONE DURING THE PROER SEASON FOR EACH SPECIES. TREES SHALL BE RELOCATED DIRECTLY TO NEW LOCATIONS OR TO HOLDING AREA FOR LATER TRANSPLANT FOLLOWING CONSTRUCTION FINAL LOCATION AND SIZE ARE NOTED ON PLANS. PROJECT /.D. CTCO4C A t5TE' 0. 900103 STATE OF 04 (PPALIA,„P:o I1111't BY://7", S Nt`7y C105 4 09/08/21 STORMWATER POLLUTION PREVENTION PLAN C108TOTAL ENGINEERING SOLUTIONS COMPANY, LLCJADAM PROPERTY GROUP, LLCNEW BUILDING ADDITION4511 W. 99TH STREETCARMEL, INDIANA190359702 E. Washington St., Suite 400-133p (317) 667-0791www.tesco-solutions.comIndianapolis, IN 4622912.17.19RULE 5 NARRATIVE 09/08/21 MAUCK 6, LLC ZONED I-1 INDUSTRIAL LAND USE DJ REINBOLD REALTY, LLC ZONED I-1 INDUSTRIAL LAND USECENTRAL INDIANA LAND TRUST, INC.ZONED I-1INDUSTRIAL LAND USEALLIANCE COOPERATIVE ENERGYSERVICES POWER MARKETING, LLCZONED I-1INDUSTRIAL LAND USETOTAL ENGINEERING SOLUTIONS COMPANY, LLCJADAM PROPERTY GROUP, LLCNEW BUILDING ADDITION4511 W. 99TH ST.CARMEL, INDIANA1903512.2.197902 E. WASHINGTON ST. SUITE 400-1 33p (31 7) 667-0791www.tesco-solutions.comINDIANAPOLIS, IN 46229TOPOGRAPHIC SURVEY C10040 200 20 Scale: 1"= 20' LEGEND BENCH MARK DATA FLOOD HAZARD STATEMENT: 09/08/21