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HomeMy WebLinkAbout07010009 Site Dev. Plan, Landscape Plan L01, Schematic Site Plan Preliminary NFC dated 10/13/200610101 MOIN IN 1 'i Isr, I -__ N M--_s - - 1. ALL RADII AND OTHER DIMENSIONS FOR 6» STANDING CURB AND 2' CHAIRBACK CURB ARE TO THE FACE OF CURB. 2. ALL RADII AND OTHER DIMENSIONS FOR 2' ROLL CURB ARE TO BACK OF CURB. 3. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF K. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF 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 INTERSECTIONS 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. 1111111, IN100- I iIrY N (�> 111 E-S 1. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF 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. 2. STANDARD SPECIFICATIONS FOR THE CITY OF CARMEL SHALL APPLY FOR ALL SANITARY SEWERS AND STORM SEWERS. 3. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. 4. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 5. WATER SERVICE LINE TO THE BUILDING SHALL HAVE A SHUTOFF VALVE IN AN ACCESSIBLE LOCATION OUTSIDE OF THE BUILDING. 6. CONTRACTOR TO CONTACT VECTREN ENERGY DELIVERY FOR GAS CONNECTION TO MAIN. MAIN CONNECTION LOCATION IS TO BE COORDINATED WITH GAS COMPANY (776 - 5534). 7. WATER METER PIT LOCATION TO BE DETERMINED BY LOCAL WATER COMPANY. 8. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 9. THERE ARE NO DRINKING WATER WELLS WITHIN A 100' RADIUS OF ANY GRAVITY SANITARY SEWER LINES OR MANHOLES ON THIS PROJECT. . - N I�� 10- I ,< I 'l I II "" I I (�> N Part of the East Half of the Northwest Quarter of Section 35, Township 18 North, Range 3 East in Hamilton County, Indiana, described as follows: Beginning on the East line of the Northwest Quarter of Section 35, Township 18 North, Range 3 East 1641.00 feet North 00 degrees 02 minutes 42 seconds West (assumed bearing) from the Southeast corner of said Northwest Quarter; thence South 88 degrees 51 minutes 53 seconds West parallel with the South line of said Northwest Quarter 584.64 feet to the Easterly right -of -way line of U.S. Highway 31 per I.S.H.C. plans for Project ST -F -222 (9); thence South 00 degrees 01 minutes 08 seconds West on said right -of -way line 491.61 feet to a point 145.00 feet South 89 degrees 58 minutes 42 seconds East of highway centerline Station 405 +25 (line "K ") for said project; thence South 61 degrees 52 minutes 59 seconds East on said right -of -way line 70.41 feet to a point 60.00 feet left of centerline Station 1 +75.3 (line S -5 -K) for said project; thence North 67 degrees 12 minutes 02 seconds East on said right -of -way line 165.69 feet to a point on the Northwesterly right -of -way line of Meridian Street (former U.S. Highway #31, per I.S.H.C. Project No. 222 Section B, dated 1931; thence South 54 degrees 32 minutes 52 seconds East 50.00 feet to the centerline of said Meridian Street; thence North 35 degrees 27 minutes 08 seconds East on said centerline 567.46 feet to the East line of said Northwest Quarter; thence North 00 degrees 02 minutes 42 seconds West on said East line 38.91 feet to the place of beginning, containing 4.926 acres, more or less. Excepting that part conveyed to the City of Carmel by Warranty Deed dated August 19, 1999 and recorded September 17, 1999 as Instrument No. 199909954959 described as follows: A part of the East Half of the Northwest Quarter of Section 35, Township 18 North, Range 3 East, Hamilton County, Indiana, being that part of the land described in Deed Record 312, page 26, as recorded in the Office of the Recorder of Hamilton County, Indiana, lying within the proposed right -of -way depicted on the attached Right -of -Way Parcel Plat of Parcel 116 -7W of the City of Carmel of Project 97 -04, described as follows: Commencing at the southeast corner of said quarter section; thence North 1 degree 02 minutes 41 seconds East 1,641.00 feet along the east line of said quarter section to the northeast corner of the owner's land; thence South 89 degrees 37 minutes 16 seconds West 33.65 feet along the north line of the owner's land to the northwestern boundary of Old U.S. 31 and the point of beginning of this description; thence South 36 degrees 34 minutes 49 seconds West 206.86 feet along the boundary of said Old U.S. 31 to the point designated as point "275" on said Right of Wny Pnrrel Plnt; thence .No.rth 20 degrees 42 minutes 15 seconds East 110.86 feet to the point designated as point "253" on said Right of Way Parcel Plat; thence Northwesterly 64.33 feet along an arc to the right and having a radius of 114.00 feet and subtended by a long chord having a bearing of North 10 degrees 52 minutes 33 seconds West and a length of 63.48 feet to the north line of the owner's land; thence North 89 degrees 57 minutes 16 seconds East 96.06 feet along said north line to the point of beginning and containing 0.145 acres, more or less. Warranty Deed Book 312, page 26 Peter C. Spooltra 5 U_ r- I (n C �¢ o� LL_a Cn W U M = N N • 1 I Uz �:D I E- r Y U �- � 2 wa LJ . J � CL I ) SUMMARY TABLE ZONING ON PARCEL.- = B6 PROPOSED 4 STORY BUILDING: = 134,706 S.F. REQUIRED PARKING: .,' - I 1 SPACE /BED.- AL IL TOTAL V) Q 1 BEDROOM UNIT: 56 46 102 P.S. 2 BEDROOM UNITS: 22 16 76 P.S. 1 SPACE / 30 EMPLOYEES: 30 P.S. TOTAL PARKING SPACES REQUIRED: 208 P.S. PROVIDED PARKING: . P. I—- t -- - � STANDARD PARKING SPACES: 71 P.S. HANDICAP PARKING SPACES: 2 P.S. GARAGE PARKING SPACES: 36 P.S. TnTAI PARKING �PAC'F'� PRnvinFn• 1 nq P ,� _ __ UF1=11TM77Z (c(all=_�2kScPOTNI9.3�) -_ I _ o.. : . 14 _ i Vectren Energy Delivery Telephone Storm Sewer Electric P.O. Box 1700 Ameritech � = = . . .,' - I (317) 571 -2444 (317) 571 -2444 Contact Person: Don Perdue Indianapolis, Indiana 46204 Carmel, Indiana 46032 Westfield, Indiana 46074 (317)776 -5534 265 -4878 or 1- 800 - 382 -5544 (317) 571 -2444 (317)896-6711 V) Q . w 0 ,. . - .... . � , - / .. `�' .: 1 145' . I . :. - . � . - �. ; . I �. t �� � The nature, size and location of utilities are per plans and locations provided by the respective utility companies. B . . P. I—- t -- - � _ - ' k ii I - k - _ I k i a . - G /L, L''1II C E _ _ i- 1 i 9 I . - . { . 11 �_ 4 it , E i 1. _ t_ . J _ : , ... , _ 0o I v . -' A . location of services and verification of size and nature of services. - a_ [ w qq - 4 e .\ i � t t 1. Z . .-- - _ _ - coo. { _ Z � >- _ -_ •d- M - _ I 11 n I 3 d- I z I a:: J it i i p - co : r n. . . = o - : i ! o ': _ F _ _ - . ' ` • O O '- ...... _. I I Q O o o V) i S : . : W .f 1./ _•_ _ __- I , Q Walk s _ - ? t i Q - } _ a i - M L0 � . (REFER TO ARCHITECTURAL PLANS) . , - s I 1 r § i - 9 f` p }r i- - . i . _ i I i I i I i :, 2 [ ! i t - J - B t 1 . i " ' ' s L i i L - i . I S _ L. 3 f -- } I i t i k - 3 i : a cc ,. 9 1 ::_ i : t : .. ; r _ _ , - 3 1 i t a . 3 l i - '� - I - E %. k s - i . I .:: 9 I .. i 1 Z r. e S j � -£ f 5 1. iY i .._P , -5 - _ i i . 1 a s_ i x , I ! _- o __ _ I !s t - .ia _ a ; + - , F. _ !f i i i t, 99 § _ i ; k - ! _ 1 i i Q i R ;_ , I i k 4 { _ __ i A I_ k t it i ° 5 a - J a _ . i B 7 . j f :. a i __ 4. ___ _ I SOUTHWEST CORNER ..-- NW 1/4, SEC. 35- 18N -3E (HARRISON MONUMENT FOUND AT ROAD 1. '` SURFACE, CO. SURVEYOR'S REFERENCE - - � . - . I ­'.." ­_.i ,. I I I . - ,­ X ­r­ .11 _ ' TIES INDICATE STONE W/ CASTING) I - 1. f I li, `-- P.T STA. 54 +63.0 PROJ. NO. 222 (9) (END OF PLAN SHEET) L= 36.15' (M) R= 301.56' S54032'52"E 47.83' (M) 50.00' (D) 1. <1 .J �1 � _.. .. <� ... -, � __ UF1=11TM77Z (c(all=_�2kScPOTNI9.3�) -_ I � 'r -/F,�� � , r f q F 11 Sanitary Sewer Streets Carmel Utilities Carmel Utilities Vectren Energy Delivery Telephone Storm Sewer Electric P.O. Box 1700 Ameritech Water 760 Third Avenue SW 760 Third Avenue SW Carmel, Indiana 46032 Carmel, Indiana 46032 Carmel Utilities Duke Energy Noblesville, Indiana 46060 220 North Meridian Street 760 Third Avenue SW 16475 South ark Drive e Carmel Utilities 760 Third Avenue SW (317) 571 -2444 (317) 571 -2444 Contact Person: Don Perdue Indianapolis, Indiana 46204 Carmel, Indiana 46032 Westfield, Indiana 46074 (317)776 -5534 265 -4878 or 1- 800 - 382 -5544 (317) 571 -2444 (317)896-6711 Carm -1, Indiana 46032 , ZS �,0 A5, . e w 0 (317) 571 -2444 - .... . � , Utility Hotline: within Indiana 1 -800- 382 -5544 outside Indiana 1 -800- 428 -5200 / .. `�' I 7 Note IW � �� � The nature, size and location of utilities are per plans and locations provided by the respective utility companies. N IN The above list constitutes some, if not all, of the utility companies which may provide service in the area of, I—- t -- - � N p and adjacent to, the subject project, based upon the information available through such plans and locations, O Z 1. 11 �­:tl. . . , � ... � and any incidental visual inspection. All utility companies should be notified prior to any excavation for field I Z location of services and verification of size and nature of services. Existing Water Valve I SOUTHWEST CORNER ..-- NW 1/4, SEC. 35- 18N -3E (HARRISON MONUMENT FOUND AT ROAD 1. '` SURFACE, CO. SURVEYOR'S REFERENCE - - � . - . I ­'.." ­_.i ,. I I I . - ,­ X ­r­ .11 _ ' TIES INDICATE STONE W/ CASTING) I - 1. f I li, `-- P.T STA. 54 +63.0 PROJ. NO. 222 (9) (END OF PLAN SHEET) L= 36.15' (M) R= 301.56' S54032'52"E 47.83' (M) 50.00' (D) 1. <1 .J �1 � _.. .. <� ... -, � 1. I - . � _`,�� _. 1. ­_ S . _ ' ,��' C � 'r -/F,�� � , r f q F 11 ; ; - O O .:. . �f�4j,�-< I O�N New Sanitary Sewer H r o 044 . ; 0 C�0. , ZS �,0 A5, . e w 0 Subsurface Drain (sm) - .... . � , % . I � 'Ib I.. N I � .. . _1 - / .. `�' I 7 1. / 'r. :.r / - i IW � S88'54'48 "W 2656.57' _K__,7__ SOUTH LINE NW 1/4 SEC. 35- 18N -3E ASPHALT .; � PAVEMENT �f FI Existing Sanitary Sewer w Existing Storm Sewer wl 914 New Sanitary Sewer H r C/D 0 C�0. Sanitary Sewer clean -out w 0 Subsurface Drain (sm) - 00o Storm Structure Number 000 Sanitary Structure Number IW � �� � I� N IN �' O I—- t -- - � N p W -- W - O Z 1. 11 �­:tl. . . , � ... � CD I Z w C j Existing Water Valve N New Water Valve 1 Existing Fib erop tic Line W Existing Gas Main �=. I I I Existing Electric Line SOUTHEAST CORNER I NW 1/4, SEC. 35- 18N -3E (RAILROAD SPIKE FOUND 0.3' BELOW ROAD SURFACE PER HAMILTON CO. SURVEYOR'S REFERENCE TIES) ,_� - - i _%_ - ASSUMED NORTH SCALE,* 1 "= 40 ' 1 .1 � I 'NII�� HOLEY MOLEY SAYS "DON'T DIG BLIND" IT'S THE LAW" CALL 2 WORKING 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. .1 � , . - , . � � , , ... . : � - . - , .. . , � . I : ,:. - - , i : : 1 . : ; I: : s : .. ­:­­:::::1:.::­: ;.,.:: . ".. Existing Sanitary Sewer - 1-1. � .__ - 1 - � : ­1 - :* ; � ...1...­­. I.. 1111. .­­­ _::��,��.,:_:._ 1. Existing Storm Sewer -_Q--- New Storm Sewer � *11% 14W nw� New Sanitary Sewer SHEET TITLE: r (Laterals are shown for reference only) 0 C�0. Sanitary Sewer clean -out IIV rx Subsurface Drain (sm) L O :Z; 00o Storm Structure Number 000 Sanitary Structure Number Utility &Drainage Esmt. I� o C_�; -<� Building Setback Line E---q I—- t -- - � Existing Water Main W -- W - New Water Main 1. 11 �­:tl. . . , � ... � Existing Fire Hydrant V New Fire Hydrant ... ... . :11, .: - ,. 1;_­ - - Existing Water Valve N New Water Valve �;­ ­_ � :1 - ! :!!" , 1., - - : 7-­ :1 �r - -.- -= " - -­ -V- -,= Existing Fib erop tic Line _.._.=.. .,__... _�.._- s_.�mnr_ Existing Gas Main -- - �" - � = - - -. -� - -.a Existing Electric Line ­, !�-MU-1--7-, L1L1._­.­­ ­:- �, -- ---- - - -- Existing Telephone Line G New Gas Main -- E New Electric Line T New Telephone Line :;;.....;_.7 I:- -..:. �._._ I 1. lo-, -i­_ Existing Utility Pole .. �.. � � p . ... � - . 4 - . 1, .., . . 1. 1, . - 1. .1 - �:­­ �:_ 1:4- �!�_:Mr.cu. .., I .­ I., �;:::.:__­.,:1 __ -, - - :, - � i- - . - , 1. ..- - __' .: ...... ... 1:1� ­ r _:1 ... r: - ­... . �:1:� ---.. - ­ 1­1 Existing Trees -. -- � -, . �� - -- - Existing Fence Pavement Within Right of Way � Heavy Duty Pavement 1. .4 . *,:W. , . I . .. . : : .V& . A, - . A Concrete Pavement Q 6" Straight Curb Q Landscape Area Q Curb &Walk Q Walk Q Handicap Ramp Q Concrete Dumpster Pad (REFER TO ARCHITECTURAL PLANS) Q Handicap Parking Sign Q Light Duty Pavement G) Pavement Striping Q Gazebo Q Dumpster (D Existing Fence To Be Removed - - I , III IM-11 I NET SITE AREA = 4.10 AC IMPERVIOUS AREA = 2.38 AC LOT COVERAGE = 58� ± „" ' `111"111' V1 1111 I I LUw • ,• L .1`U UH IA 3r1Uwly UN Ihl� ) KLFUK I IS SUBJECT TO MAP SCALE UNCERTAINTY AND TO ANY OTHER UNCERTAINTY IN LOCATION OR ELEVATION ON THE REFERENCED FLOOD INSURANCE RATE MAP. THE WITHIN DESCRIBED TRACT OF LAND LIES WITHIN FLOOD HAZARD ZONE UNSHADED ZONE X AS SAID TRACT PLOTS BY SCALE ON COMMUNITY PANEL NUMBER 180081 0208 F AND 180081 0209 F OF THE FLOOD INSURANCE RATE MAPS FOR THE CITY OF CARMEL, HAMILTON COUNTY, INDIANA (MAPS DATED FEBRUARY 19, 2003). 6i 0 V) w 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, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2006) S-c - n(01=�N P - - - ( 0�a\ r THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www. schn eidercorp. com Architecture Civil Engineering Environmental Engineering Geotechnical Services CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: I 10/13/06 o DRAWN BY: ^ RJS I V__1 SHEET TITLE: SITE DEVELOPMENT PLAN DRAWING FILES: S: \5k \5964 \001 \dwgs \SITE DEVELOPMENT.dwg c°0 REF: S: \5k \5960 \001 \dwgs \5960001S.dwg IIV rx SHEET NO.: L O :Z; 1­� U � w w I� o C_�; -<� O E---q A' = v U =` �_� �� Q �� O � V w W U-) w wo UD O Lo Q � C) w M �, w � w=Cn Z T� lJ 1 N-' � O �� �I:i �::5 w CD Cn �2 U, � z � = O c\2 U DATE: PROJECT NO.: 10/13/06 5960.001 DRAWN BY: CHECKED BY: RJS I ALF SHEET TITLE: SITE DEVELOPMENT PLAN DRAWING FILES: S: \5k \5964 \001 \dwgs \SITE DEVELOPMENT.dwg XREF: S: \5k \5960 \001 \dwgs \Titlel.dwg REF: S: \5k \5960 \001 \dwgs \5960001S.dwg XREF: S: \5k \5960 \001 \dwgs \001bs.dwg SHEET NO.: D * - * - S5K_5960_001_DWGS_L101 L101 _1 PAGE 1 - 10/20/2006 11:20:53 AM 'C�� � 10U LGiiL My GYffGlll �W LL`Li OL WiIfL1i1liiii/ �� �GL py Wff�Gl�llilli/ �� MP MP TAC- r,-% �P 12 9 7 QR AG R AG VD JC QF; ASIA Jf� ,-- �Tl VD 'AG AG ��� JC QR MA dC i r�'� � . 1---% � 2 1 2 3 ! 12 3� � F� ;' �� �� '.J � 2 �� � 10' L I + /JC TT /JC TT /TT 6 1 6 1 w 1 JC /LS I � HQ RY MP HQ Mp AC QR HQ MA 3 9 11 2 9 2 1 1 9 1 M /MA I 10 e' a a. /AC g IFAP ,1C VEGETABLE : a 3 7 GARDEN MP QR R 3 1 2 5 8 RY AG 3 TM HQ TM MP RY /RY RN 3P 6 5 6 2 3 7 PA �p IG � 6 TM /AGTM TM � 7 6 IG 5 RY /TM 14 /RY\ I G /RY /QR + /MP\ 3 3 6 3 3 J 4 /AC\ /MP 7 � ',: RN PA � 190 � 9 A P Ll HE H /MA\ Ll /MA\ 2 RN HQ • . IG 22 I I 44 /PH 66 � + \12 MP 3 LS t2 w RY /SM\ 3 PA d IG � LS /VC\ VC 3 2 + AG 3 � /RT4 12 2 + 3 LS PH VD .� 9N 1 1 G \12 7 SM 10 7 /MP\ /IG P2 Y $ HE /LS\3 �y . � 52 3 IG \.2 HE i 3 72 ; RN A-I , 17 RN /�M � \2-r + 9 5 /PA\ MP IG JM 2 /PH 3 4 7 - -- — 9 QR ` ISM IG r 5 70 I /AG a IG — — — —� BN 5 � � + SM /TM\ H E /LS 1 � /AG\ 4 7 , 12J� � 5M JC P /AG 7 / 1 SM RY AC 3 AC 2 RY RN �+ .. 2 3 � TT 5P � MP CS i AG � /PA\\ B N 6Y 3 AC + 3 3 �A AC CS 3 �3 � 1 3 6 � • a VD + 7 VO 11�I 9 3 3 IG TIM TM 3 MA / LS 7 1C $ � 2 RN AC LS 10 . 2 1 + HE � � 44 w � HE JC TT / A A 30 2 Q�c+ � JC MP TT lip\ AG 3 � /QR I /JC\ n 7 1 � AG /AG\ TT w /MA\ /PA �I��\ 10' PLANT G + � w � STRIP MP 3 LS 3 ' /QR � PA 1 QR MP 3 ,�_ � AG � �fP 2A 7 `l �� � may 1 MP � 3 QR - AG � MP 1 OR 3 6 TT v � /-TT MA a � z / 1 TT �fl / LS .� 1 ` LS /1 MA �F Y� PERMANENT SEEDING CANOPY TREE ORNAMENTAL TREE PERENNIALS EXISTING TREES ���, �����������������u������������� ►���������������,�������� ►, ►��,������ CONSTRUCTION LIMITS MULCH LIMITS EXISTING TREELINE PROPOSED TREELINE PLANT SCHEDULE DECIDUOUS TREES EVERGREEN TREES DECIDUOUS SHRUBS EVERGREEN SHRUBS GROUNDCOVER WCDI DUf rCKYHKU 4921 Of US 31 GREENBELT x 30' DEEP R PROVIDED: 5 ORNAMENTAL TREES 15 ORNAMENTAL TREE5 5� Si1RUBS 50 5HRUD5 5 EVEKGREEN TEES 5 EVERGREEN 'REFS 25 511ADE TREE5 22 5hiADE TREES` '5 EXISTING TREES PRESERVED NORTH BUFFERYARD 454' Or LEVEL "C' DUffERYARD x 10' DEEP REQUIRED: PROVIDED: 18 ORNAMENTAL TREES HOLEY MOLEY SAYS 95 511RU55 96 5HRU55 14 5HADE TRESS DON'T 50UTM E EAST BUFFERYARD LANDSCAPE 737'Of PARKWAY GREENBELT x DIG REQUIRED: PROVIDED: 15 ORkIAMENTAL TREE5 BLIND� %I 5HRUB5 80 5HRUB5 EVERGREEN TREE5 n 22 5i1ADE TREES 20 SHADE TREES' � `7 EXISTING TREES PRESERVED i � Q O w � � w "IT'S THE LAW" • � CALL 2 WORKING DAYS BEFORE YOU DIG w 0 1---� 1-800-382-5544 S AG � -� � CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. ASSUMED NORTH IT IS AGAINST THE LAW TO EXCAVATE � WITHOUT NOTIFYING THE UNDERGROUND CO SCALE: 1 = 30 LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. PLANT SCHEDULE DECIDUOUS TREES EVERGREEN TREES DECIDUOUS SHRUBS EVERGREEN SHRUBS GROUNDCOVER WCDI DUf rCKYHKU 4921 Of US 31 GREENBELT x 30' DEEP R PROVIDED: 5 ORNAMENTAL TREES 15 ORNAMENTAL TREE5 5� Si1RUBS 50 5HRUD5 5 EVEKGREEN TEES 5 EVERGREEN 'REFS 25 511ADE TREE5 22 5hiADE TREES` '5 EXISTING TREES PRESERVED NORTH BUFFERYARD 454' Or LEVEL "C' DUffERYARD x 10' DEEP REQUIRED: PROVIDED: 18 ORNAMENTAL TREES 18 ORNAMENTAL TREES 95 511RU55 96 5HRU55 14 5HADE TRESS 14 511ADE TREES 50UTM E EAST BUFFERYARD LANDSCAPE 737'Of PARKWAY GREENBELT x 10' DEEP REQUIRED: PROVIDED: 15 ORkIAMENTAL TREE5 15 ORNAMENTAL TREE5 %I 5HRUB5 80 5HRUB5 EVERGREEN TREE5 I EVERGREEN -BEES 22 5i1ADE TREES 20 SHADE TREES' � `7 EXISTING TREES PRESERVED TREE PRE5ERVATION REQUIREMENT 2 TREES OF 911 OR GREATER DDI1 W GREENBELTS 00% OR 12 P�ESERVED °IRKING LOT LANDSCAPING 73 PROPOSED AND fUTURE SPACES REQUIRED: PROPOSED: 9 5HADE TREES 10 5HADE TREES 41 5HRUB5 54 5HRUB5 c� 0 W 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, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) a %, r THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7 100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechn ical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 10/13/06 o DRAWN BY: Q � MRK co SHEET TITLE: LANDSCAPE PLAN DRAWING FILES: S: \5k \5960 \001 \dwgs \L101.dwg XREF: S: \5k \5960 \001 \dwgs \Title1.dwg XREF: T:\5k\5960\001\dwgs\5960001S.dwg XREF: T:\5k\5960\001\dwgs\001bs.dwg C) ~ o � w w � o � � Q O w � w o V w 0 1---� CO o � w o 0 0 DATE: PROJECT NO.: 10/13/06 5960.001 DRAWN BY: CHECKED BY: MRK ALF SHEET TITLE: LANDSCAPE PLAN DRAWING FILES: S: \5k \5960 \001 \dwgs \L101.dwg XREF: S: \5k \5960 \001 \dwgs \Title1.dwg XREF: T:\5k\5960\001\dwgs\5960001S.dwg XREF: T:\5k\5960\001\dwgs\001bs.dwg SHEET NO.: 0 JE III 0jr L-i vi of Carm l9 I-N i 10.1 10.1 10,1 • • • ,.. 0.1 0.1 0 1 - *0. - - -*0. • 'to, • • #0. • • • .60. • • • • • • • • 1 1 .1 0.1 0.1 1 0.1 0.1 0.1 1 0,1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 10.1 10.1 40 ,= 0.1 10.1 10=1= �4.1 40 40 • 1 • 1 ­-16a. - =_ --�-- • - - -1-♦- _ _- - l - -- ♦ -- - =- _4_1- -�14 1` 0.1 0 1 0.1 �i 1 � d.1 d.fi- 0 1 - 0.1 -- O :T 0.1 - 0.1 •6 :1 Q 1 -- (y 0.1 T = -- •Q:2 ♦0.2 =_ •0.2 'i0.2 *Q.2 i4�2__ ��1_ �0_1` �Q,1 -- -- - - - - -- - -- --------- - - - - -- - - - - - -- 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Q.1 0.1 *0.1- 0.1 0.2 0.3 0.6 0.6 0.4 0.4 0 4 • - - --- - - -- - --- -- -- -- - -- - -- - - - 0 -2 0.1 0.1 0.1 0.1 0.1 4.1 0.2 0.2 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.2 0.2 0.2 0.3 0.5 a. 0.8 0 • • • 8 1.0 0.9 0.4 0.2 0.1 0.1 *0. • • i *0. • #0. 10. #0. #0. #0. #0. *0. • • • t #0. #0. #0. #0. #0. *0. #0. *0. *0. #0. #0. ♦ • • • • 1 0.1 0.1 0.2 3 0.4 3 2 2 3 5 4 3 0.3 0.4 0.5 Q.4 3 3 4 6 5 3 4 5 6 4 3 0.3 0.5 0.7 0.5 0.3 • • 1 • • #0. • 40 0.3 0.4 0.6 1.Q 1.1 9 �.8 0.8 0.5 . 10.2 400.1 60.1 40'.1 •' 10. • #0. • ♦ i #0. #0. #0 10. • • #0.9-,-- i • 10. • • • #0. • #0. • - 40'. 4'0. i *0. 40 1 t 0.1 2 0.3 6 0.9 a.8 0.4 4 6 .9 9 0.5 0.5 0.7 0.7 4 0.4 0.7 9 Q.5 6 1.d 4 7 0.4 4 0.8 2 1.Q 0.5 400 5 1 4'0.9 • • 4 ♦ t 4'0.1 t 4'0.2 • ♦ 0.6 0.9 0.7 0.6 0.8 �.8 0.4 400.2 10.1 400.1 10.1 • • • • t 10. #0 • #0. • t 4'0.8 • 4 *0. • • '01.0 • • • ♦ *0. *0. *0. • *0. *0. t • 0.1 0.3 0.5 0.8 0.3 0.9 0.6 0.6 7 .8 1.0 7 0.7 1.0 0.8 0.6 6 0.8 1.0 0.8 0.8 1.0 1.0 Q.7 7 7 8 1.0 9 8 0 • • 4'0.6 #0. i $ 0,9 1.0 0.6 9 - 0.9 0.5 1Q.2 10.1 10.1 10.1 Q.1 0.1 400.3 400.6 , 10.9 10.8 10.8- X0:7 -- 11.0 401.-0- _400.7 0.7 a.8 1.0 1.0 Q 8 0.7 0.7 1.0 1.d 0.7 0.6 *0'.8 1.0 , - - -- _1.0 0,8 _- -0.6_- -_ 0.7_ - -_ -D 4 9 - 4.7- - - 0.6 4.9 O 1 1 3 0.9 1.0 0.8 0.5 0.7 100 10.8 400.6 10.3 10.2 400.1 10.1 0.1 0.1 0.3 0.9 �02_ _ 4.8 0.5 0.6 0.9 0.5 0:7 0.4 0.6 0.9 0.7 0.7 0.4 0.5 10.9 10.8 400.6 10.4 10.6 10.5 10.9 400.9 10.5 400.4 10.9 •1 • • *0. *0. #0. #0. *0. 10. - - .0 1.1 1.0 6 4 4 5 9 9 10.7 400.5 400.3 10.2 400.1 10.1 - 0.1 0.1 0.3 0.6 - - -0:-8- -9.5 0.4 0.4 0.6 0.7 0.4 0.3 -- _- 0.3 - -- _. i0 6 400.3 •0.3 •Q.3 •0.5 t0.7 401.0 400.9 0.5 0.2 0.1 410.1 0.1 0.1 0.1 0.2 0.4 0.4 0.3 0.3 0.3 0.3 400.2 10.2 -- -_ -__ 400.3 ° 400.6 400.2 10.3 400.5 400.8 11,1 400.9 10.5 400.2 400 1;;' 10.1 - -- ------- - - - - -- 0.1 0.1 0.1 0.3 0.5 0.7 0.5 0.3 0.2 0.2 0.2 0.2 0.1 *0. 2 003 #0. 2 *0. 4 108 11 Q •09 *0. 6 #0. 3 10. 2 1 eC2 r *0 • • • *0. i 0.1 0.1 0.1 0.3 0.8{ 0.7 .4 0.3 0.3 0.2 1 0. - - �.4 0.2 0.4 0.9 0.3 0.8 0.4 0.2 d.1 10.1 10.1 _ _ IDAY LI64T _ _ _ - - - -,. - -- -__ r% 0.1 0.1 0.3 0.7 0.9 0.6 0.5 � 0.5 0.3 0.2 .0.1 -� I•I 11 11 11 *0.3' *0.2 •0.4 400.7 •0.8 10.5 I •0.3 400.2 10.1 400.1 0.1 0.1 10.2 10.3 10A ----*0.4 10.7 r(o 10.9 10.4 10.2 _ - - : 40 10.1 10.1 5 0 5 10 8 7 10 4 10 2 /"ia 1 10 1 10 1 q 0'00. *0-3 • -- - -_ *0. *6. *0. *0. *0 • • • • • • *0. *0. *0. *o. 1 1 1 2 .2 0.3 0.6 0.9 0.8 0.3 O.2 1 1 1 1 ___ _�. 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