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HomeMy WebLinkAbout06030024 Landscape Plan dated 6/15/2006 no stampSMALL TREES with narrow crowns (Suitable for tree lawns 3 to 5 feet wide, and under wires.) Acer griseurr? - Paperbork Maple A r;e onchler arb; reo - Shadblow Serviceberry Ame o, ;-der x grandiil pro 'Robin Hill' - Robin Hill Serviceberry C,;rnus aowa - Kouso Dogwood Frakinus pe msyharuco 'Leprachan' - Leprachan Ash htognolio x gGirquepem 'Galaxy' - Galaxy Magnolia P'U'-�us serrulato 'Amanogawa' - Amanogawo Oriental Cherry Pru�as t iry *mono Canada Red Select' - Canada Red Select Cherry. Cor1 us tia�sTlonicc 'Dwarf Crown' - Turkestan Mountain Ash 5yr;11aa reuCU ato 'Ivory Silk' - Ivory Silk Japanese Tree Lilac SMALL TREES with broad crowns (Suitable for tree lawns at least 8 feet wide, and under wires.) Acer ccmpestre - Hedge Maple Acer gi, ma!a - Amur Maple &c-r tartirio-i - Tortarion Maple Are ;;nst,ler Iae1 's 'Cumulus'- Cumulus Serviceberry Co prnus - American Hornbeam CerLrs c„ rvdtn.; - Redbud Cn .,1arrt/,US iira,nicu� - Fringetree Pagoda Dogwood Halo i_r car �f';n. - Silverbell Amur Maockia or Mayday Tree Crabapple Varieties *: Centzam, Red Splender, Red Jewel, Van Eseltine, Zumi 'See Indiana Urban Forest Council's recommended Crabapple list.' P­u,?us � ry Tara 'Shubert' - Shubert Chokecherry �'cr nia c�e uc io 'Globehead' - Globe Locust yr,n�o rerlcu -ota - Japanese Tree Lilac '!Nrlt USe - OVE' C "antEd gel Us MEDIUM TREES (Suitable for tree lawns 6 to 8 feet wide, but not under wires.) Ae. cc:lus x cornea 'Briotii' - Rubyred Horsechestnut A no ; cerda!a - Italian Alder A nc, , q /utln - -sa - European Black Alder Setula -i gr; - River Birch etula oro - River Birch Co p n, , Fetulu:; - European Hornbeam ne -Ituneo - Yellowwood Fcg� syhot,co 'Purpurea Tricolor or 'Roseo- marginota' - Tricolor Beech Cled ts;; ; Imperial Honeylocust Kce'r 11tE -io caniccroto - Golden -Rain Tree Sourgum / Blackgum Hophornbeam P'r !'IGier ;;troll ar;lurerse 'Macho' - Male Corktree 'Fastigiate' - Pyramidal English Oak OL;er c, : u 'Skyrocket' - Skyrocket English Oak 'y on j000 r,ic i - pagodatree T,;ia corLoto 'Corzomlain' - Corinthian Littleleof Linden T7;i x rlovesce�:- 'Glenleven' - Glenleven Hybrid Linden LARGE TREES (Suitable for tree lawns at least 8 feet wide and not under wires) hoer nl;, r - Black Maple tic °r 'Emerald Queen' - Emerald Queen Norway Maple Ceiti; 'uevloata 'All Seasons' - All Seasons Sugarberry L-e/l/; c cidentuiis 'Prairie Pride' - Prairie Pride Hackberry /J/V i1J1)W1h -',r71 - Katsura Tree Turkish Filbert uc rin 0 1 n1 �1 - Hardy Rubber Tree American Beech ,,p_ syh at c o - European Beech White Ash Green Ash Ginkgo (male only) v7�d.ts, tr1'0Cc;rxh: >.: ir,rt�tr�is 'Moraine' - Moraine Honeylocust Cled;ts,o triaconrho irem)ls 'Shademaster' - Shademaster Honeylocust G� nncc'on 1ioic.; - Kentucky Coffeetree t& v� e J - Tuliptree t1o,;:�.Iia ocum "Pate - Cucumber Magnolia tietas�L;uoio 4lyptosrr-1-oyes - Dawn Redwood P'otor,us 'Bloodgood' - Bloodgood London Planetree Plotorus .r oce�,�t:ll' 'Columbia' - Columbia London Planetree P/otorus x oie- ;f0/1, 'Liberty' - Liberty London Planetree olbo - White Oak ULJerc u : 1 '1c o cr - Swamp White Oak Scarlet Oak i�' ;ercr s macro, or - Bur Oak (.t,ercL_ muehlenL'e -y i - Chinkapin Oak (2c:ercC.E rub-j - Northern Red Oak Ta k ool rm d f ticiu o? - Bald Cypress T'6o omen _ or,o 'Redmond' - Redmond Linden T' //a r:,ne,ntc - Silver Linden Chinese / Lacebark Elm 'Dynasty' - Dynasty Chinese Elm 0tr; _; 'Pioneer' * - Pioneer Elm Ulm L, x 'Urban' - Urban Elm *Limit use UNDESIRABLE STREET TREES: Acer regur,do Acer rr`rum 'Icr'r cc'charin lr , Beta o popyritera Betula pendula Fra <nus �elutro gl;;t %ra o Gl,�xgo b- lo , b , pores species Pict,o or P'nus species Pyre co/pryG.no 'Bradford' [ l o _IliiJ V bJ Pccalus deltoides Fcpuh.,s �'gr„ ' Italica' Landscaping Notes: 1. A minimum of 4" of topsoil shall be placed on all areas shown to be hydroseeded. Use suitable topsoil from stock -piled site stripping. Topsoil shall be free from subsoil, vegetation, weeds or any extraneous or deleterious materials larger than 1 ", remove any unsuitable and excess topsoil, as determined by soils engineer, from the site. Furnish any additional topsoil needed at no additional cost. 2. In case of discrepancies between the plan and the plant list, the plan shall dictate. 3. All trees shall have a 4' diameter ring covered with a 2" to 3" thick layer of shredded hardwood mulch. Mulch shall be uniform in texture and color. No utility mulch or processed tree trimmings will be allowed. All planting beds shall have s pre- emergent herbicide per manufacturer's specifications. 4. All plantings are to meet or exceed American standards for nursery stock, 1986 edition, as set forth by American association nurserymen. 5. Plants and all other materials to be stored on site will be placed where they will not conflict with construction and as directed by owner. 6. All new landscape plantings shall be guaranteed for a period of two years following final inspection by owner. At the end of this period, plant material termed dead or unsatisfactory by owner shall be replaced at no additional charge by the landscape contractor. 7. All disturbed lawn areas shall be hydroseeded as noted on the plans. 8. All plantings beds shall have a spade edge. 9. Street Tree Species Recommendations List (this sheet): The list is provided as a guide to the most appropriate species for street tree plantings in urban areas. There is no single perfect tree; the most successful course is to match the planting site limitations with the right tree for that spot. Each site must be evaluated and possible restrictions of tree species noted. These restrictions include rooting space, soil texture, soil pH, drainage, exposure, overhead wires and surrounding building surfaces. The trees appearing on this list have different requirements and tolerances. All of these species should do well in the urban forest environment of Carmel. Before selecting any particular species or variety, further research should be done to ensure that the site would satisfy the specific requirements of the plant. Some of the species or cultivars listed here may not be readily available at local nurseries, particularly in calipers large enough for planting in high traffic areas. Tree shelters and staking may provide limited protection. Ouercc,,s too iost -is PLANTING SCHEDULE Downstream KEY /NUMBER TOTAL ESTIMATED NUMBER MINIMUM SIZE TYPE PLANTING DETAIL A 4 1.5" CALIPTER Acer Soccharum Sugar Maple DT Boxwood Leyland Cypress Burning Bush Hedge Cotoneaster B 5 1.5' CALIPER Cornius Florida Flowering Dogwood DT Yew Border Privet Flagrant Viburnum Norway Spruce C 9 , ;_ 6 TALL Piceas Pungens Colorado Spruce CT i Burkwood Viburnum 2 Box D 58 24° TALL MIN. Euonymous Compactus Dwarf Burning Bush BU N: 12" RCP k r C4.1 DE Dum sp ter Enclosure C4.1 825.69 W: 12" RCP Ouercc,,s too iost -is Type Downstream Casting / i, (71i.., ✓u 11 ;, Inverts Tall Shrubs( 6' or greater) Shrubs( 6' or less) Wintergreen Barberry Japanese Barberry Tatorian Dogwood Boxwood Leyland Cypress Burning Bush Hedge Cotoneaster Inkberry Holly Japanese Holly Northern Bayberry Chinese Juniper Yew Border Privet Flagrant Viburnum Norway Spruce American Cranberry Bush Korean Pine C4.1 American Arborvitae 826.47 Burkwood Viburnum 2 KEYS B 3 `NUMBER OF PLANTINGS ---- STM WTR WTR WTR z 3 VA_ N00009 9 - 1 1 1 .0 1 Medical Court 12'0 8'0 12"0 12'0 10° W4W 'V.fB•0 12 0 • ►• Ono 1000 12'0 i � A $;I STM ! STM STM D STM STM STM STM STM STM STM STM STM D < STM MECHANICAL EQUIPMENT STM B E C0�2 o �- w � D -91 3 co w 0 SW MC V51 j' ° 0 IrAl �I /11 L - J 5' SIDEWALK SSW) i ' STM STM ST STM STM I 4� Oti S x 10"0 STM 3' SIDEWALK ii. ii ii 77 7 iii I 771 fi / o Y 00 78.5' X 148' / 48 SFT. BUILDING � o i FFE = 830.40 SW 0 0 I� i ° I� CONNECT EXISTING SANITARY LATERAL CLEAN OUT REQ'D. 1 f � S� o- e HC STM STM STM - STM STM Soo' � ri D 1 1 O•o 24 10 0 WTR WTR WTR WT WTR WTR _WTR Z Q V) No part of this project includes _ work within the City of Carmel R/W Z Structure Type Downstream Casting / Top of Inverts Pipes C4.0 IP DC Connection End Section Casting Silt Fence C4.0 Storm Structures 1 Box 2 Open Grate 828.37 826.17 S: 12" RCP C4.1 DT _ Deciduous Tree Planting Detail C4.1 BU 826.47 SW: 4" PVC 2 Box 3 Open Grote 827.14 825.69 N: 12" RCP k r C4.1 DE Dum sp ter Enclosure C4.1 825.69 W: 12" RCP 3 Box 4 Open Grate 827.90 824.75 W: 12" RCP f Bike Rack Details C4.2 CP Concrete Pipe Details 824.80 E: 12" RCP 4 Pipe End Outlet None NA 824.73 12" RCP 5 Pipe End 6 None NA 824.73 8" CLAY 6 Manhole 7 Open Grate 828.27 824.02 S: 8" CLAY 824.02 N: 12" RCP 7 Manhole Off site Lid 831.10 823.50 N: 30" RCP 823.40 S: 30" RCP 826.00 W: 18" RCP 8 Manhole 7 Lid 830.98 825.03 S: 30" RCP 826.88 SE: 12" RCP 825.88 E: 15" RCP 825.18 N: 30" RCP 9 Box 8 Open Grate 829.40 826.10 SW: 12" RCP 10 828.09 825.99 N: 12" CLAY 825.34 E: 15" RCP 825.34 W: 15" RCP 11 Curb Box 11 Curb Casting 827.77 825.52 E: 15" RCP 825.52 W: 15" RCP 12 Curb Box Off site Curb Casting 827.68 825.68 W: 15" RCP Sanitary Structures 1 Manhole Off site Lid 826.87 820.47 E: 8" VCP 820.57 WNW: 8" PVC 822.94 NW: 6" PVC S 00945 250.0 ' a� 0 0 U M m Medical Drive 10`0 - W TR WTR WTR SCALE: 1" -20 (Scale based on 24" x 36" Sheet Size) Detail Symbol Sheet Number STM ® 9 Slotted Riser C4.0 �T l)/ : Slope Protection C4.0 IP DC Inlet Protection RipNp Ditch Check C4.0 C4.0 SF Silt Fence C4.0 CE Stable Construction Entrance - W TR WTR WTR SCALE: 1" -20 (Scale based on 24" x 36" Sheet Size) Detail Symbol Sheet Number SR Slotted Riser C4.0 SP Slope Protection C4.0 IP DC Inlet Protection RipNp Ditch Check C4.0 C4.0 SF Silt Fence C4.0 CE Stable Construction Entrance C4.0 SD Seeding Details C4.0 CT Coniferous Tree Plantiong Detail C4.1 DT _ Deciduous Tree Planting Detail C4.1 BU Bush Planting Detail C4.1 RD Ramp Detail _ C4.1 SC _Stand Curb C4.1 MC Monlithic Walk and Curb C4.1 DE Dum sp ter Enclosure C4.1 CS Concrete Paving Section C4.1 _AP _Asphalt Paving Section C4.1 SW Sidewalk Details C4.1 BR Bike Rack Details C4.2 CP Concrete Pipe Details C4.2 ES Concrete End Sections C4.2 PB Pipe Bockfill Details C4.2 HC UD Parking Details Underdrain Connection C4.2 C4.2 MA CO _ Modified Type "A" Inlet Clean Out Details C4.2_ _ C4.2 101 U) i 12, e WTR WTR WTR ��v�oo2 xl�l,SAj�Q�p Shamrock Builders Medical Office Project 310 Medical Drive Carmel, Indiana Project Engineer: D. Scott Bordenet, P.E., L.S. Ph. 317 -536 -6181 Fez: 317 -536 -6220 8902 Alibeck Ct. Indianapolis, IN 46256 General Contractor: Shamrock Builders Ph. 317 -558 -8750 Fax: 317- 558 -8760 9800 Westpoint Dr., Ste. 200 Indianapolis, IN 46256 Regulatory Agency: City of Carmel Planning Department Ph. 317- 571 -2417 One Civic Square, Third Floor Carmel, Indiana 46032 General Notes: 1. The contractor shall comply with all pertinent provisions of the Manual of Accident Prevention in Construction issued by AGC of America and the Safety and Health Regulations of Construction issued by the U.S. Department of Labor. 2. The contractor shall be responsible for locating all existing utilities prior to commencement of work. The contractor shall contact the utilities company at least 72 hours prior to commencement of work. 3. When necessary for completion of new construction, the contractor shall repair any damage to existing features (i.e. paving, utilities, drainage, etc.), which are to remain at no additional cost to the owner. 4. The contractor shall make field adjustments as necessary to provide a smooth vertical and horizontal transition between existing and proposed pavements. 5. All site concrete shall be INDOT Class A 4000 PSI concrete unless otherwise stated on the plans. 6. All site construction, materials, and features (i.e. curbs, walks, paving, concrete, storm drainage features, seeding, sodding, earthwork, etc.) shall be in accordance with all city and state standards and specifications. 7. Concrete walks, paving, and curbs shall have a medium broom finish unless otherwise specified on the architectural plans. 8. The contractor shall conform to all applicable codes and regulations and receive all required permits necessary to construction. 9. The contractor shall field verify dimensions before ordering material. Any discrepancies shall be reported to the owner or his representative and resolved prior to the commencement of work. 10. Roadway dimensions are to face of curb unless otherwise specified. 11. All areas where the existing pavement or curb is damaged during construction by heavy equipment, fuel oil, oil, gasoline, etc., by the general contractor, subcontractor, or suppliers, shall be reconstructed to their original condition or as dictated by federal, state, county, city or local agencies and to the satisfaction of these agencies. This reconstruction and or repair shall take place at the end of the project construction or during the scheduled paving. 12. It is the responsibility of the contractor to inspect each day and remove all mud, dirt, gravel, and loose materials tracked, dumped, spilled, or wind blown from the site onto other sites, right -of -way, public or private streets or roads, driveways, yards, or sidewalks. The contractor must clean or pick up daily if necessary, or immediately when requested to do so by the city. The contractor shall reduce the airborne dust during the entire construction schedule. Water may be used as a reducer. 13. When removing pavement, saw cut or use other means to provide a smooth edge. INDIANA UNDERGROUND Call At Least 2 a Full Working Days Before You Dig'_ y PLANT PROTECTION SERVICE 1- 800 - 382 -5544 LANDSCAPING PLAN Plan Date: June 15th, 2006 No. 20100044 STATE OF Project Number: 2006 -022 Sheet No. : C3. 1A ' 1 LEGEND WV WATER VALVE O STORM SEWER MANHOLE � 1 CURB INLET 0 TELECOMM. MANHOLE I E❑ ELECTRIC TRANSFORMER FIRE HYDRANT E SO SANITARY MANHOLE SHRUB DECIDUOUS TREE CONIFEROUS TREE ® CATCH BASIN TELEPHONE PEDESTAL C LIGHT POLE 4 GUY WIRE UTILITY POLE SIGN ® STOP SIGN 0 IRON PIN GV GAS VALVE GAS MARKER ® PARKING STALL COUNT LPROPOSED UGE UNDERGROUND UGE ELECTRIC UGT UNDERGROUND UGT TELEPHONE SAN SANITARY SEWER SAN ' �' FLOWLINE GAS GAS LINE GAS STM STORM SEWER STM WTR WATER LINE WTR RIGHT -OF -WAY FEATURE EXISTING FEATURE U) i 12, e WTR WTR WTR ��v�oo2 xl�l,SAj�Q�p Shamrock Builders Medical Office Project 310 Medical Drive Carmel, Indiana Project Engineer: D. Scott Bordenet, P.E., L.S. Ph. 317 -536 -6181 Fez: 317 -536 -6220 8902 Alibeck Ct. Indianapolis, IN 46256 General Contractor: Shamrock Builders Ph. 317 -558 -8750 Fax: 317- 558 -8760 9800 Westpoint Dr., Ste. 200 Indianapolis, IN 46256 Regulatory Agency: City of Carmel Planning Department Ph. 317- 571 -2417 One Civic Square, Third Floor Carmel, Indiana 46032 General Notes: 1. The contractor shall comply with all pertinent provisions of the Manual of Accident Prevention in Construction issued by AGC of America and the Safety and Health Regulations of Construction issued by the U.S. Department of Labor. 2. The contractor shall be responsible for locating all existing utilities prior to commencement of work. The contractor shall contact the utilities company at least 72 hours prior to commencement of work. 3. When necessary for completion of new construction, the contractor shall repair any damage to existing features (i.e. paving, utilities, drainage, etc.), which are to remain at no additional cost to the owner. 4. The contractor shall make field adjustments as necessary to provide a smooth vertical and horizontal transition between existing and proposed pavements. 5. All site concrete shall be INDOT Class A 4000 PSI concrete unless otherwise stated on the plans. 6. All site construction, materials, and features (i.e. curbs, walks, paving, concrete, storm drainage features, seeding, sodding, earthwork, etc.) shall be in accordance with all city and state standards and specifications. 7. Concrete walks, paving, and curbs shall have a medium broom finish unless otherwise specified on the architectural plans. 8. The contractor shall conform to all applicable codes and regulations and receive all required permits necessary to construction. 9. The contractor shall field verify dimensions before ordering material. Any discrepancies shall be reported to the owner or his representative and resolved prior to the commencement of work. 10. Roadway dimensions are to face of curb unless otherwise specified. 11. All areas where the existing pavement or curb is damaged during construction by heavy equipment, fuel oil, oil, gasoline, etc., by the general contractor, subcontractor, or suppliers, shall be reconstructed to their original condition or as dictated by federal, state, county, city or local agencies and to the satisfaction of these agencies. This reconstruction and or repair shall take place at the end of the project construction or during the scheduled paving. 12. It is the responsibility of the contractor to inspect each day and remove all mud, dirt, gravel, and loose materials tracked, dumped, spilled, or wind blown from the site onto other sites, right -of -way, public or private streets or roads, driveways, yards, or sidewalks. The contractor must clean or pick up daily if necessary, or immediately when requested to do so by the city. The contractor shall reduce the airborne dust during the entire construction schedule. Water may be used as a reducer. 13. When removing pavement, saw cut or use other means to provide a smooth edge. INDIANA UNDERGROUND Call At Least 2 a Full Working Days Before You Dig'_ y PLANT PROTECTION SERVICE 1- 800 - 382 -5544 LANDSCAPING PLAN Plan Date: June 15th, 2006 No. 20100044 STATE OF Project Number: 2006 -022 Sheet No. : C3. 1A ' 1