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HomeMy WebLinkAbout06030003 Elevations Scheme B, Landsape Plan L101, Landscape Details L801, Site Plan C101 Packet Stamped Final, Shts. Dated 2/13/2006, 17 x 11Warm Cray Conc. Caststone ...... Pin Mounted Metal Lettering Pin Mount4 Light Bronze Anodized Aluminum Sip Panels wi Applied V*1 Lettening ---------- �Wll 1 7MM SYTIMITI h f I M Total Atea of Sip to be 75 s.t, M -4. Faf L"Smic faftorrinties- Red Brown C W1 Rai. Brick Venter - - — -------- 121- 61, --- ------------------------ ------------- - ------- Ground, Sign Scale: 1/4" = 1` - 0* West Elevation N.P.rth E .e1yat * o q1.1..1.1 .... . ........... Scale. 1/r a 1, - 0" A kLL.......... . v kLL V iR CEILIN(4, I _.F­.­­ �TF ------------------ - ----- Brick - Recessed Stack Road ...... Rifs, Penthouse Beyond_ ----- Red Brown Brick Veneer w/Brick fjoW Course ip A; e4t Dark Red Color Color Warm Gray Conc. . . . . .. .. . . . . Wick • Recessed Stick Bond ------------------------- Red Brown Brick Venter wl Btk,k Head Course in, 'lee --- - ­­ Dark Red Color Accent 4- TOP OF WALL .......... Aluminum Stokief rent System Liiht Bronze Anodize -d wXTay X\ . . ....... ...... Tinted Low•F Glass Dumpster, wtrxf IT head Door TOP OF WALL ---------------- - ----- - -- - --- - TOP Of CANOPY ------------- - ------- 7 M ELEV = If - r _YLQQR CEILING �ELEV \j0ftJd OF CANOPL, 1V • V ftEv 2ND FLOOR ELEV = IS'. i�� ASTTLOORSETJANG- ELEV ELEV W - 0' ----------- N.P.rth E .e1yat * o q1.1..1.1 .... . ........... Scale. 1/r a 1, - 0" A kLL.......... . v kLL V iR CEILIN(4, I _.F­.­­ �TF ------------------ Scheme ow B U77 L­R`� 7 t% W ------------- --------------- ---------------------------- - ----- Brick - Recessed Stack Road ...... 1<1 - ------------------ Red Brown Brick Veneer w/Brick fjoW Course ip A; e4t Dark Red Color - - - - - - - - - - - . . . . .. .. . . . . Warm Gray Corn. Caststone 'lee --- - ­­ Curtain Wall System, Light Brorize Anodized wiGray Tinwo LOW-9 Q1M 4- — -------- Metal Panel Canopy, Light Bronze TOP —OF —WALL TOP Of CANOPY ------------- - ------- 7 M ELEV = If - r \j0ftJd OF CANOPL, ftEv Scheme ow B U77 L­R`� 7 t% W ------------- --------------- ---------------------------- g � R IE ff PRO POS", 1E D M D R C A L 0 F F R C B U L D H N ja 11902 MORTH PENNSYLVANIA, CARMEL, INDIANA ------------ ---------------------- ........................ .............. ....... . . ... ....... . ...... . ..... . .. T C50 SCHENKEL SHULTZ - - - - - - - - - - - . . . . .. .. . . . . 2 (5} ,fi tZj.F-S. PelithoUf&L Bmftd Brick - Kectut4 Stack Bond Red Brown Brick Venter w/Bri,-v -------------- Mad Course, in- Accent., -Dk-, Red Cotar- Warm Gray COUC, Caststoge - --- — - ------ Curtain Wall system, ht: Bronze Anodized wl Gray Tinted Glass Metal Panel Canopy, Light Bronze --------- ,TQ�-Of WALL IELEV IV V EDEN = 16! - I' inal,.,DQTTPM,Of CANOPY 'ELEN = IT - 6" East Elevation Scale-, 1,18' = 1, - 0" Scheme • B ------------- 0 4 Ll R 0 P 3 N !E D N 0 FFNCE B U LTD7jN� E D 11902 NORTH FIENNSYLVAN, CARMEL, INZIIANfi�. 02 M .4 2 D 0 6 -------- ----- -------- ---------------- --------------------------------------------------------------------- --- - -- - --- ---- --- ----- --------- -------------------------------------------- ------- ------------------------ ----- ------ B Scheme • B ------------- 0 4 Ll R 0 P 3 N !E D N 0 FFNCE B U LTD7jN� E D 11902 NORTH FIENNSYLVAN, CARMEL, INZIIANfi�. 02 M .4 2 D 0 6 -------- ----- -------- ---------------- --------------------------------------------------------------------- --- - -- - --- ---- --- ----- --------- -------------------------------------------- ------- ------------------------ ----- ------ CSO SCHENKEL SHULTZ ........... -------------------- ---------- ---------------- -- --------- --- ---------- - - - ------- 0000 L0 ..N.•qn >rr 0 in Q 0 a z 1. IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE PLANT LIST, THE PLAN SHALL DICTATE, 2. ALL SHRUB PLANTING AREAS TO BE COVERED WITH 3' LAYER OF SHREDDED HARDWOOD BARK MULCI­L ALL GROUND COVER AND PERENNIAL BEDS SHALL BE COVERED WITH 2' SHREDDED HARDWOOD BARK MULCH. MULCH SHALL BE APPROVED BY LANDSCAPE ARCHITECT AND SHALL BE UNIFORM IN 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 WITH HIGHLY VISIBLE PAINT LINES WITH OCCATIONAL WOOD STAKES FOR REFERENCE ALL STAKES SHALL BE REMOVED FOLLOWING PLANTING OPERATIONS, LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ADJUST PLANT LOCATIONS ON THE STE, 5. NO SUBSTITUTIONS OF PLANT MATERIALS SHALL BE ALLOWED, E PLANTS ARE NOT AVAILABLE, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT PRIOR TD THE BID IN WRITING. ALL PLANTS SHALL BE INSPECTED AND TAGGED WITH PROJECT I.D. AT NURSERY OR CONTRACTOR'S OPERATIONS PRIOR TO MOVING TO THE JOB SITE. PLANTS MAY BE INSPECTED AND APPROVED OR REJECTED ON THE JOB SITE BY LANDSCAPE ARCHITECT. 6. ALL PLANTS SHALL MEET OR EXCEED AMERICAN STANDARDS FOR NURSERY STOCK, 1996 EDITION. AS SET FORTH BY AMERICAN ASSOCIATION OF NURSERYMEN. 7. PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WiLL NOT CONFLICT W11H CONSTRUCTION OPERATIONS AND AS DIRECTED BY LANDSCAPE ARCHITECT. B. ALL LANDSCAPE PLANTINGS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FOLLrOWNG FINAL INSPEC11ON BY LANDSCAPE ARCHITECT. AT THE END OF THIS PERIOD, PLANT MATERIAL TERMED DEAD OR UNSATISFACTORY BY LANDSCAPE ARCHITECT SHALL BE REPLACED AT NO ADDITIONAL CHARGE BY THE CONTRACTOR. 9. LAWNS SHALL BE SEEDED OR SEDDED FOLLOWING SCARIFYING, FINALGRADING, FERTILIZING, AND RAKING. LAWNS SHALL BE FERTILIZED WITH 12 -12 -12 ANALYSIS FERTILIZER AT A RATE OF 10 LBS6/1000 S.F. AND LIME APPLIED AS DICTATED BY SOILS TEST PRIOR TO SEEDING. LAWNS TO BE SEEDED WITH MECHANICAL SPREADER AT A RATE OF 5 LBS./1000 S.F. APPLY SEED 1/2 ONE DIRECTION AND 1/2 PERPENDICULAR TO THE FIRST. LIGHTLY RAKE, ROLL WITH 200 LBS. ROLLER AND APPLY HYDROMULCH (No STRAW MULCH) AFTER SEEDING. HOLEY MOLEY SAYS "DON'T DIG BLIND' i "IT'S THE LAW" CALL 2 11OWNG DAYS BEFORE YOU DIG 1- 800 - 382 -5544 I CALL TOLL FREE PER INDIANA STATE LAW IS-69 -1991, IT IS AGAINST THE LAW TO EXCAVATE ASSUMED NORTH WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING SCALE: 1 I'= 30 ' DAYS BEFORE COMMENCING WORK. 10. THE LANDSCAPE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES THAT MAY BE REQUIRED FOR HIS PORTION OF jMORK. 11. PEATMOSS TO BE USED ON PROJECT SHALL BE DOMESTIC OR IMPORTEDMATERIAL. CHOCOLATE BROWN IN COLOR AND COMPOSED OF PARTIALLY DECOMPOSED VEGETABLE MATERIAL PEAT MOSS TO BE MIDLY 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, PERMANTENT 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 OF KENTUCKY BLUEGRASS, 10 POUNDS PENNLAWN FESCUE, AND 26 POUNDS CERTIFIED FINE BLADED PERENNIAL RYEGRASS. 14. ALL LAWNS SHALL BE GUARANTEED TO HAVE FULL UNIFORM STAND OF ACCEPTABLE GRASS AT THE END OF ONE YEAR GUARENTEE PERIOD WITH NO BARE SPOTS COMPRISSING MORE THAN 2% OF 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 FOR 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. CONTRACTOR TO SUBMIT UNiT PRICES ON EVERY TYPE OF WORK AS REQUIRED BY LANDSCAPE ARCHITECT. 17. ALL TOPSOIL FOR LAWN AND PLANTING AREAS WILL BE PLACED BY OTHERS PRIOR TO THE START OF LANDSCAPE WORK. TOPSOIL PLACEMENT NOT PART OF THIS CONTRACT. 16. BACKFiLL FOR TREE PLANTING SHALL BE 75% APPROVED TOPSOIL AND 257E APPROVED PEAT MOSS TOP LAYER OF BACKFILL SHALL BE 100% EXISTING TOPSOIL A 5-10 -5 ANALYSIS SLOW RELEASE FERTiLIIZERR SHALL BE INCORPORATED INTO BACKFILL AT APPROVED RATES. 19. FOR ALL PERENNIAL BEDS, SPREAD 2' OF ORGANIC MATTER OVER THE PLANTING BED AND WORK INTO THE TOP 4' OF PLANTING MIX OR TOPSOIL PANT SCHEDULE ! Y I BOTANICAL NAME COMMON NAME QTY. SIZE I COND, I REMARKS SHADE TREES R Acer rubrum 'Autumn Flame' Autumn Flame Red Maple 9 2.5' B & B Multi —Stem �0 Cor us colurna Turkish filbert 10 2.5' B & 8 24' o.c, :4T Gleditsio triaconthos 'Impcole' Imperial Honeyfocust 10 25' B & B Multi —Stem (P Keolreuteria paniculato Golden Rain Tree 8 2.5' B & B 18" o.c. :4,S Li uidambor st acifluo 'Moraine' Moraine Seedless SWeet Gum 9 2.5' B & B af.M Quercus muehlenber ii Chinks in Oak 10 2.5' B & B 's?S Zelkova serrato Japanese Zelkova 15 25' 1 B & B C Amelanchier conodensis ShodbloW Serykeberry 21 6' B & B Multi —Stem O Chionanthus virginicus Fringetree 12 1.5' B & B 24' o.c, F C Cercis conadensis Eastern Redbud 11 6' B & B Multi —Stem MR Molus 'Red Jewel' I Red Jewel Crobapple 11 1.5' B& B 18" o.c. SHRUBS �M Aronia melonocorpo Block Chokeberry 42 30' B & 8 12' o.c. B Daphne x burkWoodli 'Somerset' Somerset Burkwood Daphne 74 24" B & B 24' o.c, PA Hydrangea arborescens 'Annabelle' Annabelle hydrangea 36 24" B & 8 18" o.c. iG llex abra 'Compacts' Compact Inkberry 39 24` 8 & 8 18" o.c. JiC Juniperus chlnensis 'Sea Green' Sea Green Juniper 00 1 24" B & 8 8A Spiraeo x bumaldo 'Anthony Waterer' Anthony waterer Spirea 42 24' B & B SL Spiraeo x bumoldo 'Little Princess' Little Princess Spirea 59 18" 3 Gal. $M Syringo me i 'Polibin' Dwarf Korean Lilac 40 24" B & 8 `TM Taxus x media 'Densiformis' Dense Yew 40 24' B & B TO Thuja occidentolis 'DWorf Globe' Dwarf Globe Arboryitce 22 24" B & B VC Viburnum corfesil Korean Spice Viburnum 35 30" B & B WF Wei elo florido 'Minuet' Pink Princess Wei ela 1 73 24` B & 8 IMZ4ki 1►1 Uhl W� AJ A)jga re fans Bu leWeed 100 2" Cell flat 12' o.c. HS Hemerocallis x 'Stella de Oro' Stella de Oro Dayffly 142 18' 3 Gal. 24' o.c, EP Echinacea purpurea 'Mognus' Purple Coneflower 167 12" 1 Gal. 18" o.c. RH Rudbeckia hkta Black —eyed Susan 89 12" 1 Col. 18" o.c. DATE: THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, N WHOLE OR N PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP, 2006 Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneldercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIs « LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering W PROJECT NO.' 3910.001 DRAWN BY: ZAB U SHEET TITLE: LANDSCAPE U D A NG F LES: 3k 3H1a�001 \dwge\2006\Ltai- L801.dwg d � d ff: F:\ TSC- LDT4 \em- *d \Sh"otee \Titlei.dwg SHEET NO.: W 1-1 E- � Q W P4 DATE' 02/13/06 PROJECT NO.' 3910.001 DRAWN BY: ZAB CHECKED BY: ALF SHEET TITLE: LANDSCAPE D A NG F LES: 3k 3H1a�001 \dwge\2006\Ltai- L801.dwg EF. S: \3k\3910 \001 \dwgs\2006 \OD1b&dwg ff. S: \3k\3910 \001 \dwgs\2008\3910D01 -Dem ff: F:\ TSC- LDT4 \em- *d \Sh"otee \Titlei.dwg SHEET NO.: DO Nor HEAVILY PRU E TREE AT���� P�Rp1UEE ON�YD ROB d� BRANCHI MAY BE PRR NR�TWIGS D DO OT REMOVE THE TER INkL BGDS F B C EXTEND % THE EDGE OF CROyyN r TO FACE NORTH AT THE SITE WHEN EVER POSSIBLE. S�TEOPORO25 06607 M 1 LUSH. )M 40c HIGHER W 5LOYyLY D No 901L5. 200 MMI (8 IN.} �T�W UNK. A E ULCH FOR �I OF THRER NOTE: FOR DIMENSIO NS OF PLANTING AREAS, TYPES OF SOIL AMENDMENTS, OR SOIL REPLACEMENT, SEE 'SOIL IMPROVEMENT DETAILS. EACH TREE MBE PLMJIED SUCH TWIT THE TRUNK rw� IS VISIBLE AT THE TOP OF THE ROOUTT BALL TREES ERE THE TRUNK DO NOTSt�VER THE TOP OF BE REJECTED. BALL WITH SOIL. BE�YO WR URLAP FREODM CE TbOP F IOSAUCER ROTT 13ALL � VO ;F,, E B HALF IF RM AND FOLD 200 CUT 00 t�Njllllt R) INfOKPLMff1NGNHOOL.E. OT BALL ON UNEXCAVATED BOOR ThAIPEDTSpO(L. 80.SE Fl LY�fT}�. •FOOT PRVSURE SO THAT OOI EuuEu LLL DOES OT SHIFT. NOTE: FOR DETAILED REQUIREMENTS BACK Flu EXI�SLTI,NG SOIL. RELATED TO THE PLANTING OF THE TREE i�uc l LDLU E OCOMPOSSTTED IN THE IMPROVED SOIL, SEE ORGANIC MATERIAL TO THE EXISTING `FREE PLANTING DETAIL' SOIL LOAMY SOL 11S SLOPE ON SIDES OF NG HOLE UNEXCAVATED OR TAMP SOI AROUND ROOT BALL �� COMPACTED MOUND SO THAT FIRMLY BALL DOES NOT SHIFT. THE RD(Yr B ESD"ETER PREVENT EBALL TO LOAMY SOILS INCLUDE THE FOLLOWING USDA TEXTURAL CLASSIFICATIONS AND HAVE A CLAY CONTENT OF BETWEEN 15 TO 27 L• LOAM, SANDY LOAM AND SILT LOAM, NOTE THAT SOILS AT THE OUTER LIMITS OF THE LOAM CLASSIFICATIONS MAY PRESENT SPECIAL PLANTING PLANTING PROBLEMIS NOT ANTICIPATED BY THIS DETAIL LQWY SOILS ARE DEFINED AS GRANULAR OR BLOCKY FRIABLE SOILS, A MIXTURE OF SAND, SILT AND CLAY PARTICLES WITH A MINIMUM OF 1.671 BY DRY WOCHT ORGANIC HATTER. THE SOL MUST NOT BE SO COMPACTED AS TO IMPEDE ROOT GROWTH OR DRAINAGE. THE SOIL STRUCTURE SHALL NOT BE PLATY OR MASSIVE. THE SOIL MUST BE TESTED FOR TEXTURE, DRAINAGE CAPABILTTY, PH, AND NUTRIENT VALUES PRIOR TO DETERMIINING ANY ADDITIONAL SOIL IMPROYEI/ENTS, CONTRACTOR SHALL CONSULT LANDSCAPE ARCHITECT IN POOR SOIL CONDITIONS REMOVE ANY VINE OR SYNTHETIC 0 TAPES FROM SHRUB TRUNK CHECKED BY: ALF REMOVE BURLAP FROM TOP U 1/3 CAF ROOTBALL 4 Y SAUCER FLLED WITH SHREDDED �O w BARK MULCH EXTENDED 6' FROM PIT W FINISH GRADE BACKPLL PER SPECIFICATIONS EXISTING SUBSOIL OR : °:.c.::r., %..,. .,.......r.,,,.,,,,,_ . ..............,..,,,..,....;::s COMPACTED BACKFILL If MIN. i TREE PLANTING DETAIL FOR B &B IN ALL SOIL TYPES 2 SOIL IMPROVEMENT DETAIL 3 SHRUB DETAIL LSa1 .r.+s „or �,Ta La01 er_rn sor zo ecA:s �01sCEZ: NOT TO SCAR mom S® wrAU. =nwo THAT na r6uam wAm m umm Tam As 8' sOIUARS wu TO T= air. AaD SOS OOYE11® SOTL 10188 PLAN= IS SOLI DSBTBSRID 800. OOM21219. ?HIS DML ASKII[E/ THAT THE ABU Or LOW 800E ATASaHIi SO TJUC� In Aar PAY= = 01R&=a 1 E A MM MU OT 600 SgUAM YEM 12" (D cV I00 TYPICAL SPACING 3" SHREDDED BARK MULCH FINISH GRADE r•Sr/ / r it �ir �r, /i /�,r�r // / /r/ r � r1�/ / r/i BACKFILL PER SPECIFICATIONS EXISTING SUBSOIL OR COMPACTED BACKFILL rri-rr.Tin.,. rig•. r., ri/. i. ri,, ., /•' /::!ii��l�i':ir.rii�,i,ri, r %.i " /'.5i� /.; /•,/ •, %ii i•,ri r. r/.✓ �, ��;. �'; �;/ �,. �; rif ��.! S' ri: r. r! r��5r/,:'. �/;%' it ;��;!'�;'�5n•, /ir��r.cfri�i5r„ r r •. �i i.,i /.,. %;�� % % %'..i� %:Gi-� %:r s,iSr •% Sir %� ; /•_:1'�:��� /.; / /�%.;r�;j�i SS' / /S, (--47 GROUNDCOVER DETAIL L801 scAT-R: NOT TO SC= L w N z 0 ilf S DAIS; THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR N PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. 2006 Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneldercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * US Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering w PROJECT NO.: 3910.001 DRAWN BY: ZAB CHECKED BY: ALF SHEET TITLE. LANDSCAPE U D A NG F LES: 3k�3910�OD1 \dwgs\2005\L101— LBDl.drg EF: S: \3k\3910 \001 \dwgs\2M6 \GDlbsdwg ff. S: \3k\3910 \001 \dwgs\2008\3910D01 —Dan O SHEET NO.: �o� W w DATE: 02/13/06 PROJECT NO.: 3910.001 DRAWN BY: ZAB CHECKED BY: ALF SHEET TITLE. LANDSCAPE DETAU D A NG F LES: 3k�3910�OD1 \dwgs\2005\L101— LBDl.drg EF: S: \3k\3910 \001 \dwgs\2M6 \GDlbsdwg ff. S: \3k\3910 \001 \dwgs\2008\3910D01 —Dan ff: F:\ TSC— LDT4 \ce— stnd \SheetNatee \Titlet.dwg SHEET NO.: �o� 5' BUFFERYARO F---- - - - --- I-- - - - - -- I,— S88'45'100W 586.60' --� '� ------ - - - - -- - - — ?S — — — — — — — — — — — :.....:.....:....:. .' .:..:......:......... ... t...... I Z I=) M I Ix a 'C.]ZZ C7 d N =� `x o I . w U W V Z Z ' C7 .< r~n 02 Q� ' w �° SUMMARY TABLE ZONING ON PARCEL:- I I �� I ( �— -- - - - --- y �. z9 A.:.. 7.5 R% 1 SPACE /250 S.F. NET BUILDING AREA: 136 P.S. PROVIDED PARKING: . . STANDARD PARKING SPACE: 150 P.S. �P�o, 6 P.S. P, I �, O' TOTAL EXISTING SPACES MATCH EXISTING TOTAL PROPOSED = 377 1 � I t W 6' Straight Curb (�p PAVEMENT �- 1 s cso3 C803 C803 6 } I a I ►� M I z nE a 11 11. 10 24.0' C803 Q v Z a. 6 ¢ LLJ i �Q \ 11 13 Q w `° 11 CO J' 1. 20.0' _... I ��, PA I 6 ; [�& ... �5° C803 (D o 15 ....<. ... .. j� �. .... ...... :..... ...I: t"2 i Q 9'x2O' Parking Spaces — XX 0 10'X18' Parking Spaces — X (A.D.A. REQUIlUENTS) Total Parking Spaces — 156 Sli= .--1 � c� �' ri . . . . .. . A M U] 'n I .. . Wo LL . . ..... .. .. .. . .. J R. . . . .. .. U w 11 ��h A . . " .. 'PAS, ... . . . :o .. 2).O' 24.0' W I " P I I . .' .. . ... . . 1. A IA V) I °P""°�° DETENTION AREA .. .. ... ..". .. . E% % ... . .. _. .... ... . 11 p <:: 1 l .. . .. .. . :... r 19 24.0 A L : I ) RS o D MATCH EXISTING PAVEMENT 9 Sa ,; h. Q RS.t o w 23 z J A ... ... .. 1. w 4 �I I. r j 2 � . R2.5 R5. O' m oI RESTRIPE ;: ��5, � �� 1 . ., % .. % ` ,13 . 1. A .. . .. �� 4 ��• L- - 5' BUFFERYARD MATCH EXISTING _% PAVEMENT -- N 89 X4'20 °E I Z I=) M I Ix a 'C.]ZZ C7 d N =� `x o I . w U W V Z Z ' C7 .< r~n 02 Q� ' w �° SUMMARY TABLE ZONING ON PARCEL:- = B6 PROPOSED BUILDING: = 34,000 S.F. REQUIRED PARKING: . ,. 1 SPACE /250 S.F. NET BUILDING AREA: 136 P.S. PROVIDED PARKING: .... ..... STANDARD PARKING SPACE: 150 P.S. HANDICAP PARKING SPACE: 6 P.S. TOTAL PARKING SPACES PROVIDED: 156 P.S. TOTAL EXISTING SPACES = 221 TOTAL PROPOSED = 377 '-�` --M%-- 30 0 1s 30 6D ASSUMED NORTH GRAPHIC SCALE SCALE: 1 "= 30 ' HOLEY MOL EY SAYS " DON'T DIG BLIND 71 .� ' TTS THE LAW" CALL 2 "KING DAYS BEFORE YOU DIG 1- 800 -382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. HC�arf gip ALL RADII AND OTHER DIMENSIONS FOR 6' STANDING CURB DRAWN 9 Existing Utility Pole 2. . ,. Existing Trees TO BACK OF CURB. .... ..... Existing Fence 2 TO VERIFY ALL EXISTING U11LITIES AND CONDITIONS PERTAINING Pavement Within Right of Way C803 TO THE PHASE OF WORK. IT SHALL ALSO BE THE Heavy Duty Pavement 1 C803 � Concrete Pavement 3 C803 EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR 6' Straight Curb (�p Bike Rack Curb & Walk Walk 1 s cso3 C803 C803 6 Q 4. C803 14 0 Handicap Ramp C803 Q Concrete Dumpster Pad CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 6 (lift M AR04 ECTURAL PLANS) 11 13 Q Handicap Parking Sign C803 C803 0 Area Light BUILDING FOUNDATION WALL (Contractor to Coordinate with Light Style and Sae an Site Lighting Ran) SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 9. SERVICE WALKS SHALL BE NON — REINFORCED CONCRETE 4" THICK. 6 (L Light Duty Pavement C803 (D Pavement Striping 15 G) Curb Turnout C803 0 10'X18' Parking Spaces — XX Q 9'x2O' Parking Spaces — XX 0 10'X18' Parking Spaces — X (A.D.A. REQUIlUENTS) Total Parking Spaces — 156 Sli= lq(== 1. ALL RADII AND OTHER DIMENSIONS FOR 6' STANDING CURB DRAWN 9 AND 2' CHAIRBACK CURB ARE TO THE FACE OF CURB. 2. ALL RADII AND OTHER DIMENSIONS FOR 2' ROLL CURB ARE Fx TO BACK OF CURB. 3 IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR !-" Ca F5 TO VERIFY ALL EXISTING U11LITIES AND CONDITIONS PERTAINING Tv1 TO THE PHASE OF WORK. IT SHALL ALSO BE THE Cn W CONTRACTOR'S RESPONSIBILITY TO CONTACT RE OWNERS M C7 w OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF Q EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER OF ANY CHANGES, OMISSIONS OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 4. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH LOCAL GOVERNING AUTHORITIES. 5. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 6 ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 7. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF BUILDING FOUNDATION WALL 8. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 9. SERVICE WALKS SHALL BE NON — REINFORCED CONCRETE 4" THICK. 10. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSECTIDNS AND BETWEEN WALKS AND PLATFORMS. SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS. CONTROL JOINTS ARE PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH AN EXPANSION JOINT EVERY 20' OR LESS. Nor .,-"\1� I�> Imo)I ti< I III" 11<0 I Part of the Southwest Quarter of Section 35, Township 18 North, Range 3 East in Hamilton County, Indiana, more particularly described as follows: Beginning at a paint on the East line of the Said Southwest Quarter Section North 00 degrees 05 minutes 40 seconds West (Assumed Bearing) 2056.33 feet from the Southeast corner of the said Quarter Section; thence North 00 degrees 05 minutes 40 seconds West along the said East the 565.38 feet to the Northeast corner of the said Southwest Quarter Section; thence South 88 degrees 45 minutes 10 seconds West along the North line of the said Quarter Section 586.60 feet to the East limited access right —of —way line for U.S. #31; thence South 00 degrees 04 minutes 52 seconds East along the said East limited access right —of —way line 553.59 feet; thence North 89 degrees 54 minutes 20 seconds East 586.61 feet to the Beginning Point, containing 7.536 acres, more or less. EXCEPTING THEREFROM that portion of the red estate described in Warranty Deed from Meridian Mile Associates, a Limited Partnership, to City of Carmel, dated August 21, 2000 and recorded December 6, 2000 as Instrument Number 200000060872, that lies within the above described real estate. TOGETHER with the benefits appertaining to the above described real estate under the easements on Tracts "A', "B' and "C" created under and particularly described in a certain Declaration of Coordinated Development Covenants and Easements executed by Meridian Mile Associates, a limited partnership on January 14, 1984 and recorded January 18, 1984 in the Office of the Recorder of Hamilton County, Indiana, as Instrument Number 84 -765 in Miscellaneous Record 177, page 187 -211. L,--," DATE: THIS DRAWING AND THE IDEAS. DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATON, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP.(2006 ( Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services CIS " LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering W PROJECT NO.: 3910.001 DRAWN 9 CHECKED BAY: AIu r1 SHEET TITLE- SITE SITE PLAN Fx ,cam � ~ E- CD !-" Ca F5 '7"' Ca w�244 z Tv1 F_4 W F-� (dam Cn W �_ M C7 w .0-. CJ Q W a DATE: 02/13/06 PROJECT NO.: 3910.001 DRAWN 9 CHECKED BAY: AIu r1 SHEET TITLE- SITE SITE PLAN DRAWING FILES: 5: \3k \3910 \001 \dwgs \2006 \C1G1.dwg XREF: 5: \3k \3910 \001 \dwgs \2OD6 \3910001 -Dem XREF: S: \3k \3910 \001 \dwgs \2006 \00tbs.dwg XREF: S. \3k \3910 \001 \dwgs \2006 \Titlel.dwg SHEET NO' 11 (Clan