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HomeMy WebLinkAbout07040024 Development Plans Rcv. 6/8/2007 DOCSMUNICIPALITY: _X ;­,�;_­-�­.�_­'­­,_ , � _ ,f.�yle7�-�ll.'�-.'.---.,..-",.", ­, -, 11. "', __' -, -, � 4 _ � .#;,�1_7 �,�-,­­.­­ , ; -1 I—, , '' �, ; , �:.­.­,�-,-,,,-o,,.. z�� - ,,, " 1, �e.e I �,.��,','Z,­.__ °q9�� ClTrOFCARIWEL "_ '�"C` - , - "I -.11­_1.­_z- " ,1­_4­­- .... � I,. _­ I - , - __ �,_' - `;�,_,�_�,__,_: , I I I... �,.. ", 4" . . . . . . -,-,i,-.,, ­ � ,:�-,��", ., -, ,�j­.� `�'____ I �,._'' 4 11 - �, ,", , , , � - _11 N ` ��--�: -- �, ­ ,,,:`,.,,' �,_,�, � ., .:;��,� ­?"", . , - �,�--ti"-", - ._`-, -7,�1'141"Ifl�_,' _ - - I I ��,`,��,�_- , �;, '11�-_Iz 71"I"', -1 � �_ ''. " - ,.;!__; r e'rl -� I I I. �`.��11'�� ,-�,�', '.,f"�.-:'� ,,, ,"',:� ­ :� 11, . ';'�-'11 ': - :­;� #',�--� "'..'­..., _,�__l 1, :­_ .- - ­�.;� ,-_,,,-, .__ _ �, ­7 't', 11 i�� you ONE CIVIC SQUARE '�°" �O'' "F CARMEL, IN 46032 JAMES BRAINARD, MAYOR Ph. (317) 571 -2403 FAX 317) 844 -3498 OWNER= BHOlNN /NG //i1!/E�T/U//ENTS, /NC. 6100 W. 96TH STREET INDIANAPOLIS, IN 46278 CONTACT: JAMES BROWNING Ph. (317) 344 -7378 FAX (317) 344 -7473 ENGINEER: 'll,lliillllllllc:..Oo����������ZZ�� 0 - 0 (a d Architects . Engineers sowuasboagns�1 7772 GRAHAM ROAD INDIANAPOLIS, INDIANA 46250 (317) 842 -6777 FAX (317) 841 -4798 E i r = �} > ° qua rS } " q;r �` , C101 0 GENERAL OFFICE 2 c 120 = t Y i. i' .V 122 rooms �: ! 3 , Z A ; T q ; 252 -5000 I' 2 j } -' 632 -9077 ? y s 5 i. b; s }. F: 3 . t # S t n ) }: 3 t !' : 2 , _ �.� >� s n. s. -, r s - ; 222 , }j �$ 1 S ' '�J S.•. W4.. 844 -9200 ;s _ [ r I � � T�� 6 . r . . � ..:"..,..�:.,...,......-.*..�.�.. I ­ I ,:-,.,:::- ..'.. . - } � ( ... A.: - ��".�,1:-.`-­.�--'�`.­:.' v. . � ­.4 ,,­ - ,� ­-�_.-..`.-..'�. - - - "' * ­ 'J . . ... - '.. , - :.., ......._. - -:: .. ., - . . ,.,. " � � ._ :. _ .. I.. '' ,... .ii- - - - ,.I I.. _. , - ..-...::���:-,�.:.-:..--.��i...-.-'..-,,..I ... - ...+. .. ... .. __ _ .:. :. - . �ty +� Y VY3 3 -7. r s a . '.: .. `. 3 776 -9628 r :. : ' �. {i , ...:. ..:. i . f r r F 571 -2441 7- ff PLANNING - = ' 1t t - s F Y - f y r : a s - :c - i EROSION CONTOL t' .x f :. ! .4 x i r �. fr �.,+ - n .i� t 7 : d J - 776 -1101 3 , F �S i. ; r.. � 1i '. 571 -2478 f' <. t i. .:. 1 Y fz i d ar } f. 7 a 1 .Y ? f 1 h - �} Y -. E�� . ". R _ f- b �. t i <. rt r r 0 1. ; t; . -,. -- 1. Y ,�. j, y:. 3 g,�,: i ♦ S k d - . t g i f , i :. - ,f - -. - F ' 1'. - - c t fi ' r Ne a - i F , < f y.9 t t :" .r J. �YY ,, /, Y ! "" .- 2 E I T H £ �. j _ .�fif �1 I TH . . ..: :�iQc? U 3 i_:�4 x v ,.. .' t I �.� 1 � _ � { ...: . - r W. �: .; .. i ;. i..�. ' V �f .. . .. - _ - �y f' Y i. I. f c g �., n T _ X 1 1 .- a T. y '7�. :N t ? f t a'.: ~ - ©C= R1R i F S - :.g... s = t,. ; 3 i 4 t ; a- a t: _ }. 2 , r. s LOCATION MAP LEGAL DESCRIPTION - Part of the Northeast Quarter of Section 26, Township 18 North, Range 3 East in Hamilton County, Indiana, more particularly described as follows: Commencing at the Southwest corner of the Northeast Quarter of said Section 26; thence North 00 degrees 14 minutes 28 seconds West (based on a survey by fink Roberts & Petrie, Inc., Project No. 03023) along the West line of said Northeast Quarter 96.29 feet to the proposed North right of way of 131st Street and the POINT OF BEGINNING; thence continuing North 00 degrees 14 minutes 28 seconds West along said West line 616.06 feet to the Southern Limited Access Right of Way of U.S. 31 and a non — tangent curve to the right having a radius of 2146.83 feet, the radius point of which bears South 47 degrees 17 minutes 35 seconds East; thence Northeasterly along said curve 1041.44 feet to a point which bears North 19 degrees 29 minutes 55 seconds West from said radius point; thence North 70 degrees 27 minutes 05 seconds East 159.48 feet; thence North 88 degrees 46 minutes 11 seconds East 30.73 feet; thence South 00 degrees 11 minutes 57 seconds East 780.64 feet; thence South 89 degrees 48 minutes 03 seconds West 609.68 feet; thence South 44 degrees 07 minutes 42 seconds West 100.33 feet; thence South 01 degrees 16 minutes 57 seconds East 401.00 feet to the proposed North right of way of 131st Street (the following two courses are along said North right of way); 1) thence South 88 degrees 43 minutes 03 seconds West parallel with the South line of said Northeast Quarter 326.71 feet to a non — tangent curve to the left having a radius of 100.00 feet, the radius point of which bears South 44 degrees 17 minutes 23 seconds West; 2) thence Northwesterly along said curve 52.15 feet to the POINT OF BEGINNING, which point bears North 14 degrees 24 minutes 45 seconds East from said radius point, containing 17.020 acres, more or less. Subject to all legal easements and rights —of —way. -- . 6 - - I - I , 1-1, . D iqv - E 0 - ___ POO DE VE& OP/ - /9 po; Y PL4 C) kzuom __ Ll��o °� d /J� ��i%a U�I��Q�Un� �IJIJ�JL�L�IJ 00�04DP 0 50 100 200 25 75 150 SCALE: 1"=100' (�� �Py OF PC��S -,�) -111, ., � �� - �_� � P5�N5 ,-,-:��- � . - � °N 11k? O o _ , J i �i t-- --I — d INTERIOR ACCESS DRIVE 7�J EXISTING CHURCH > LC c co CID V a cc O w Z J FS U %tuuowouscw�tu 1uulca01tnyrwrssw uwy, ow,Zwr 1 Iu1L mm. Wd(-11. 9r, d•1 PROJECT DATA Project Address: NE CORNER OF 131ST STREET AND US 31 Parking Requirements BUILDING 1 WU-SI ILL- SQ. FT /# OF ROOMS REQ. SPACES PROVIDED SPACES 30,000 sq.ft. 120 132 0 OFFICEL TOTAL 1 756 1 916 I INDEX I SHT I DESCRIPTION CS COVER SHEET C100 MAP SHEET C101 0 GENERAL OFFICE 30,000 sq.ft. 120 123 O HOTEL 122 rooms 122 140 252 -5000 HOTEL / 122 rooms/ 632 -9077 632 -5311 ® restaurant 60 dining seats+ 154 222 CLAY TOWNSHIP REGIONAL WASTE 844 -9200 8 employees DRAINAGE — CITY CITY OF CARMEL —GARY DUNCAN 5 OOFFICEL 571 -2426 60,000 sq.ft. 240 299 TOTAL 1 756 1 916 I INDEX I SHT I DESCRIPTION CS COVER SHEET C100 MAP SHEET C101 EXISTING CONDITIONS C201 SITE PLAN C401 EROSION CONTROL PLAN C501 UTILITY PLAN L101 LANDSCAPE PLAN M-, o y 0 C) __-) , BENCHMARKS DNR BM HAM62, 1989 IN HAMILTON COUNTY, CARMEL QUAD. IN THE NE J OF SECTION 27, T. 18 N., R. 3 E., 2ND P.M.; ABOUT 0.5 MILE WEST OF CARMEL: AT THE WEST 131ST STREET BRIDGE OVER WILLIAMS CREEK; SET ON TOP OF THE NORTHEAST CONCRETE WINGWALL OF THE BRIDGE, 13.5 FEET NORTH OF THE CENTERLINE OF WEST 131ST STREET, 1.1 FEET SOUTHWEST OF THE NORTHEAST END OF THE WINGWALL, ABOUT LEVEL WITH THE ROAD; A INDIANA DEPARTMENT OF NATURAL RESOURCES CONTROL STATION TABLET, STAMPED "HAM 62 1989 ELEV.= 861.39 (NAVD 88) CONTACT CO. /PERSON FOR °HOLEY MOLEY " SAYS i AT LEAST TWO FULL WORKING DAYS BEFORE YOU DIG IT'S THE LAW CRIPE TEAM PROJECT MGR PROJECT ENGR PROJECT SURVEYOR CAD TECH. QUALITY ASSURANCE 1 -800- 382 -5544 CALL TOLL FREE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA 317 - 842 -6777 FAX - 841 -4798 EXT. NO. CHRIS WISEMAN, PE 7129 SARA FARNY, El 7026 ERIC WHITE, RLS 7033 MARK U�IAGNER 7128 DAVID LACH, PE 7061 F7 AGENCY /CONTACT TELEPHONE FAX POWER DUKE — SHIRLEY HUNTER 896 -6711 896 -6712 GAS VECTREN —CHUCK SHUPPERD 776 -5535 776 -5553 TELEPHONE SBC —JEFF RICE 252 -4274 252 -5000 CABLE TV BIRGHTHOUSE —JASON KIRKMAN 632 -9077 632 -5311 WATER VEOLIA WATER —MARK SHOCKLEY 264 -7718 263 -6400 SANITARY CLAY TOWNSHIP REGIONAL WASTE 844 -9200 844 -9203 DRAINAGE — CITY CITY OF CARMEL —GARY DUNCAN 571 -2441 571 -2426 DRAINAGE — COUNTY CO. SURVEYOR —KENT WARD 776 -8495 776 -9628 CITY ENG. CITY OF CARMEL — MICHAEL McBRIDE 571 -2441 571 -2439 PLANNING CITY OF CARMEL 571 -2417 EROSION CONTOL SWCD —JOHN SOUTH 773 -2181 776 -1101 URBAN FORESTER CITY OF CARMEL —SCOTT BREWER 571 -2478 °HOLEY MOLEY " SAYS i AT LEAST TWO FULL WORKING DAYS BEFORE YOU DIG IT'S THE LAW CRIPE TEAM PROJECT MGR PROJECT ENGR PROJECT SURVEYOR CAD TECH. QUALITY ASSURANCE 1 -800- 382 -5544 CALL TOLL FREE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA 317 - 842 -6777 FAX - 841 -4798 EXT. NO. CHRIS WISEMAN, PE 7129 SARA FARNY, El 7026 ERIC WHITE, RLS 7033 MARK U�IAGNER 7128 DAVID LACH, PE 7061 F7 co z 0 , C 0 CL � rz a 0 v O � W 0 0 .Se Wo �M N ce W W z z W z z 0 0 o00z W z ce2Zw w 6�g>W h - d N W V) W U >zzfn3 aug:S00 • t • • • • co o0. LO " �_ ¢¢�- ? Oz^ a . W Q •— . :�iQc? U =zQCW QLn LL. .Q () O r-, U �Q N %.0 , 1� Q '-T W o -- ZN M . V a 9 c •0 g C W ©C= N 4J .- s L a- I� qqr N., c:�W C/) W E,,, d' (::)Cc > 00 I\ N t . p� 11-- W C: [1 L.LJ d" W`_ C0 � F_ v, L = CCQ . rn::-j W " 3i � o >C � 3�: Q 01— p � o z Q W� �. � CD (0 Z QL Q CV � __J 00 W W O n Q4 Cq CERTIFIED BY: Drawn By: M. WAGNER Checked By: C. WISEMAN Quality Assurance: P. GARTNER Scale: 0 Scale: 1' = 100 Sheet C S Date 04 -20-07 Project Number 060384 -20100 LEGEND '° SPECIAL FLOOD HAZARD AREAS INUNDATED BY 100 -YEAR FLOOD ZONE A No base flood elevations determined. ZONE AE Base flood elevations determined. ZONE AH Flood depths of 1 to 3 feet (Equally areas of ponding); base flood elevations determined. ZONE AO flood depths of 1 to 3 feet (usually sheet on terrain flow ), average depths sloping des+ mined. For arcs d alwial fan floodahg, velocities also determined. tN� A99 To be protected from t flood Z federal flood ProtecGOn system uunder mr�►- strumon; rte base flood elevations deter - mined. I flood with velocity hazard (wave ZONE Y Coastal action): no base flood elevations determined. ZONE YE Coastal flood with velocity hazard (wave action); base flood elevations determined. MFLOODWAY AREAS IN ZONE AE OTHER FLOOD AREAS ZONE Z Areas of 500 -year flood; areas of 100-year food with average depths of less than 1 foot or with drainage arras less than 1 Pram mile; and areas protected by levees from 100 -ear flood. OTHER AREAS ZONE X Areas determined to be outside 500 -year floodp(ain. ZONE D Areas in which food hazards are undeter- mined, IxA passible. UNDEVELOPED COASTAL BARRIERS' Identified Identified Odenwbe 1983 '1990 or Later Protected Areas Identified 1991 or later `Coastal benler areas are nonnsity boated within or adjacent to Special flood hazard Areas. FboEiplain Boundary Floodway Boundary Zone 0 Boundary F Boundary Divid' Special Flood Hazard Zone, and h OMdhng Areas d Dif- ferent Coastal Base Flood Eie,•atiors Within Special Flood Hazard Zones. FNMA MAP. N.T.S. PANEL NUMBER 18057CO207F AND 18057CO206F FEBRUARY 19, 2003 AERIAL MAP USGS MAP OR A SOILS MAP N.T.S. Br– Brookston silty clay loam. The Marion County Soil Survey indicates that the Brookston silty clay loam is nearly level, deep, very poorly drained soil is in broad depressions, swales, and narrow drainogewoys on till plains and is ponded by runoff from higher adjacent areas. The Marion County Soil Survey indicates that the Brookston soil family presents moderate or severe limitations for commercial construction due to the seasonal high water table, high potential frost action, moderate shrink —swell potential and moderate permeability. These limitations will be addressed through development with the erosion control guidelines, specifications and detail included on sheets C401, C402, and C403. CrA— Crosby silt loam, 0 to 3 percent slopes. The Marion County Soil Survey indicates that the Crosby silt loam is nearly level, deep, very poorly drained soil is on slight rises on broad, undulating till plains. The Marion County Soil Survey indicates that the Crosby soil family presents severe limitations for building construction due to the seasonal nigh water table, moderate shrink —swell potential, high potential frost action and slow permeability. These limitations will be addressed through development with the erosion control guidelines, specifications and detail included on sheets C401, C402, and C403. :...........::.... '..::':.':.:• :.: >::• . . ... .. ::: i :..'. ;. i , �. t- - ,. t f-'-_. £ .. ...., �. .... ­.'-'-1'.'­*.­ s. ..... .. .. "::..: t'. �b rte. �..- I. F �- :+ �. y ?': E = c Y �. i Z ti r �.'i''., 'J ..,t F r3 ;,, 2 rsoie'.� '. 1 1 .E :. ::. .:. .. '. ' t r r t ni ti W. l4BTH S.. yy 14�E H 1. . f.- , U O J S t .- S BQ C f :,. t Y ., y 1 , t r- w ".. .r r . J2 C) i i i -- s r ti� 1. 3 ( -, ;.. f r l .` ` ...:•. / [F N r - _ -T. S. t t r 9 i• N 4': r , �t ' : f.:^ Y' k- to C) F 5 s 2 Y t i.: I: is s . i . l Y. 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[ �/' I j.�.....� ,� - r t by 90$TH1 i , t: , f 11 E e �OB'tH t 1 t'f W 1a8TH ) - ri = # ws� j. �. t i ;. r ,. t �, )�Pi r Z. 1ltfstnk: S - -t r F ~ �otlegp T �s1ow5 m ;. ::.::::' ` 11SSff _ r ' ),. . 5 - J—��i t- _�� r "� 2 J -: a < a. t e 421 . r1 t 3' NTH ,, iCp 27 27' r: t - Sprang H t F ow t i E i 1 t� .` vi �. SITE MAP 0: 12006\ 0603841201001cad1Engr \DPs\C100.dw8, 6!112007 10:39:52 PM, d1ach, t•1 LO z O = c LO LJ = c):: U O I— r- d O C) N to C) Y O = .O _ y Z of W W '_z^ V W Z ° o Q � o 0 () W WnW CL zz Z Ix > U N _ Fw - C- N he 0>ZZN3 x05:550 • • • • • • 00 C) 0` Lo It' NO r Q Q N 0 Z —1'-% Q. Q , • ch Uv U Q Z X l/V ^` QV LL CL -U 0JN () N (V a' 1 �0 N :! 7g W 0 -- N Z M YJ i (1) n 4) 9! C e- C Pi �.� W 0o N GJ 1 t A 2 Q a- o '_� glgr N *, O O W � + `� a 0 C"4 I_ q) Cf) LLJ '4 0'_ lz� �- ,,;I- W - \ � T LJ M Q Z = �-- — � `CO v � C/) a.. J - 0. . O^ Q L.. - Q G�- 0 M = Z d- Q o _ LV -44- M r r— 0 co = CL rV QN . J CM W'e-' Lu o n Q4 Qq CERTIFIED BY: Drawn By: K WAGNER Checked By: C. WISEMAN Quality Assurance: P. GARTNER Scale: 0 —Scale: 1' = NA' � Sheet C100 Date 04 -20-07 Project Number 060384 -20100 r / TREES AND BRUSH J NN AND F I r J / -J EGULA D DRAIN EASMENT E-- VACATED, / 1 / ADO, • � �� C:) / r 4E A ao- k. /S }• i riff - Cnc. M rrorial Wall Gr nite & Limestone ' / / l Clean --out 0 24 /� �7, , i/j / / r C T OF �CARMEL �� Le,: s� f �� ��/ 4 rl` / ; 33.44 Ac.± m n i- u t uz � / / TREES AND BRUSH i Septic Field / ._.... __. (per pl r1s) 70' PRO D HALF OPOSED Af 6 W i { � J ! , I TO BE LCD t1�u'y; CD _ O F, L , W W W REMOVED W TOTAL SITE 20.463 Ac.± FREES AND .j t3 J1 1' T N 1q �� SAINT CHRIST PH R'S E IS OPAL CH U CH 8.265 A'c.f i 0-» E rT �f �f1eC� I � irc�lilF: r Frrl`n /// / P Q flp(�c�; JI SeptiC- Tank 1 -1/2 "Story Frame Hquse/277, _ r W - -t—'�- W W Well o � � Q 67 1-00! W R 3 3 ; 1 s < r < 00 % H [ t OP , I 3 a} t z; Ci O i� C� LLJ tan.- 'J.\ 2006 \060384120 1001cadkF- ngnDF's\�; 1 U1.dwg, 6B /2001 12 -b1b/ AM, (lacn• 1.1 W 'HOLEY MOLEY ' SAYS CALL AT LEAST TWO FULL WORKING DAYS BEFORE YOU DIG IT'S THE LAW 7k O 1 -800- 382 -5544 CALL TOLL FREE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA CAUTION LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. EXISTING FEATURES LEGEND - - - RIGHT OF WAY 0 POWER POLE EDGE OF PAVEMENT E - - -- GUY WIRE - CHAIRBACK CURB AND GUTTER ® TELEPHONE RISER ROLL CURB UTILITY RISER; ELEC. & CTV Q - - - - -- STRAIGHT CURB E:T. ELECTRIC TRANSFORMER SANITARY SEWER & MANHOLE 4-=- STREET LIGHT o o STORM SEWER; END SECTION, INLET & M.H. LIGHT POLE _G — —G — —G GAS LINE © TRAFFIC SIGNAL f o —W — —W — —W WATER LINE FIRE HYDRANT 7_0 — E — — E — — E — ELECTRIC LINE (AERIAL) VALVE; GAS & WATER z w z T — —T — —T — TELEPHONE LINE (AERIAL) —L STREET SIGN — — CTV— —CTV— —CTV— CABLE TELEVISION (AERIAL) OE ELECTRIC MANHOLE BTC BTC BURIED TELE. CABLE ® TELEPHONE MANHOLE BEC BEC BURIED ELEC. CABLE 00 o� SEWER CLEANOUT --- ----- - ...... .. .... .... FENCE LINE (FNC) __ IRRIGATION CONTROL BOX BCTV BCTV BURIED CABLE TV GUARDRAIL ® '0 WATER METER GAS METER � U Q z X D. DEED DIMENSION G ELECTRIC METER a. Q �o w Q MAILBOX Q r� M. MEASURED DIMENSION Z^ M V P. PLAT DIMENSION ® �hSPRINKLER HEAD O C� � R. RADIUS x00 SPOT GRADE �1 L. ARC LENGTH TC TOP OF CASTING ELEVATION r U ® LL. FND. FOUND " IE INVERT ELEVATION O DENOTES A 5/8 DIA. REBAR WITH YELLOW PLASTIC CAP SET. CAP STAMPED "P.I. CRIPE, INC." UNLESS OTHERWISE NOTED. qqqr 04 ., W 'HOLEY MOLEY ' SAYS CALL AT LEAST TWO FULL WORKING DAYS BEFORE YOU DIG IT'S THE LAW 7k O 1 -800- 382 -5544 CALL TOLL FREE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA CAUTION LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. V) Z O 0 a � C Q r\ o o 0 o 0 N > W w w z 0 z w z z O 0 Q Q 0 0 0 Z w w d Z Z z iL ��z> `1 LLJ =3 W = J O z z z N of 00 < 00 o� QQc 0 z ,- Q � U Q z X N QvnU_ Q. �—'�.0 �O a. Q �o w Q cc) Q r� Z^ M V L C� � Y• C W ©© �1 0 r U LL. qqqr 04 ., � O Z0cc. oo ~ CDC,) 0 i�Z � IV) — d' z 0 C j CL ?O Z O Q CO CO W M UJ D- ap CM Wr W n CERTIFIED BY: Drawn By: M. WAGNER Checked By: C. WISEMAN Quality Assurance: P. GARTNER Scale: 0 Scale: 1' = 60' Sheet 101 Date 04-20-07 Project Number 060384 -20100 0. X20061060384120100 1cad%EngADPs1C201.dwg, 6/8/2007 12.55.13 AM, dlach, 1:1 N 6JY E SITE PLAN LEGEND 0. PROPOSS CONSTRUCTION BUILDING SETBACK LINE O 21� CJS EASEMENT LINE RIGHT -OF -WAY — — — 1� CENTERLINE FENCE POTENTIAL INDOT R/W -, =Y SWALE 000 V 000 � V. �- LOT # 10 S.D. &U.E. = LANDSCAPE, DRAINAGE & UTILITY EASEMENT D. &U.E = DRAINAGE & UTILITY EASEMENT L.A.E. = LANDSCAPE EASEMENT - I B.S.L. = BUILDING SETBACK LINE S.S.E. = SANITARY SEWER EASEMENT D.E. = DRAINAGE EASEMENT co /� - U.E. = UTILITY EASEMENT o dkk R.D.E. = REGULATED DRAIN EASEMENT o N> e 4. •, ' .`' = CSI N.P. NORMAL POOL a � 10 YR. = 10 YEAR STORAGE ELEVATION o C) I 100 YR. = 100 YEAR STORAGE ELEVATION o 0��0 222 =TOTAL PARKING IN THAT BANK OR SECTION ° S y C o — Q� tit i P Cp. Y PROPOSED BUILDING , 0 ,\Dc NN c , z 0 A W z z O 0 BUILDING PAD AREA z 000 f : ! 0 0 0 w Z zU> z w 99 zv =UJZ-01 i w h >zZ`!�� co � I a ' to N _ 0 ' T � Q co X' �'' - OPEN SPACE CALCULATIONS o Z Q r M U QZx@ _ ♦ i i TOTAL SITE AREA AFTER MAIN ST. R/W GRANT - 20.463 ACRES = Q o �U_ Cl OPEN SPACE - 8.50 ACRES O � - I PERCENTAGE OF OPEN SPACE - 41.54% 04 Q ♦ rr'" ' Z r, ♦ - ` r' r 22 AREA OF COVERAGE -11.96 ACRES ^ ¢ Co w ® PERCENTAGE COVERAGE - 58.46% o �\ z w r i S N '` ♦ L._� LU f' ♦ �' , PARKING BANK DELINEATION LINE SUBJECT TO CHANGE j 00 { �— Q) _. r ', I CID 140 04 >r f CD P O TE N TI AL I N D 0 T R /W INTERIOR ACCESS DRIVE 1 , d- o0 C:) cc L� � �— w N tK Q Z � z 5' SIDEWALK TYP. Q �+ — Q rn J Q' ^ I 55 I te . o a_ � I G I 1— O ,�, o z �. Cb O� Q`G } z �- o Q UJI Irma (0 z W cL aO Q" � 'J 6 ♦' W / o W O f I 0) C / t ' 0 30 60 120 V 15 45 90 % I SCALE: 1"=60' r / O CERTIFIED BY: EXISTING CHURCH cc c±D C±D 132 I 1 t ( r F' • � `. j''�'" = s � Drawn By: Lt WAGNER _. _ % __.___._...__. ..._.... _-- ......._... _.....✓ � Checked By: C. WISEMAN 'HOLEY MOLEY ' SAYS CALL AT LEAST TWO FULL 1: -'_ _.. _ . �__ _ _ _r !__ __ .._. w -� r— ua ►ity Assurance: � ` � ry �.p WORKING- DAYS BEFORE YOU DIG IT'S THE LAW CAUTION P. �� -._ _ -____ 36.7 .! I...1' ... 1 ....._._. -.._ F. ..._........1' _ i LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE scale: 0 Scale: 1 60 IMF A GROUND EVIDENCE (including, but not limited to, , � / = S f . manholes, inlets, valves, and marks made upon �'� ��� 10' PATH O * the ground by others) AND ARE SPECULATIVE IN Sheet , o NATURE. THERE MAY ALSO BE OTHER EXISTING E UNDERGROUND UTILITIES FOR WHICH THERE IS NO _ - N 88 43 03 671.00 C201 _ _ ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE _1- 8 0 0 - 3 8 2 - 5 5 4 4 GROUND EVIDENCE WAS OBSERVED. THE EXACT T—S-rp CALL TOLL FREE LOCATIONS OF SAID EXISTING UNDERGROUND Date UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR 04 -20 -07 1-800- 428 -5200 PRIOR TO ANY AND ALL CONSTRUCTION. ' -' -, Y ' FOR CALLS OUTSIDE OF INDIANA Project Number 1 ` i 060384-20100 ngADPs1C40i.dwg, 6/8/2007 1.16.42 AM, dlach, 1.1 En Z O c 0 N n O to O � c o_ H N W W z 0 z W z z 0 0 Q Q z z tie UJ C) () w (L a Z_ }}Z Of Z W LU z > Q W U�g� H O_ N W zzz °N3 a O • • • • • • 00 o 0% N , Q Q CO Oz - Q Q. '- •C C, M V QZX@ N Q vi ALL- 0. �0�•U N (L •d Z 04 Q 'T co !11 O^ Z M v L MM O► C W .�� 0 0 4A V L Q d- Z �~ J W �+ d- is.. co � 00 N _..1 O CO w � co F- �t- Ott cc Z Vz �- o<M (C) V) Z F-- �Q z O OE o O W O M'; ' Q �` cn z Ma-00 WOM Wr W O CERTIFIED BY: Drawn By: M. WAGNER Checked By: C. MEMAN Quality Assurance: P. GARTNER Scale: 0 Scale: 1' 60' Sheet C401 Date 04 -20-07 Project Number 060384 -20100 &MV 41ZI f f � G• / fl BORE UNDER US 31 AND CONNECT INTO i EXISTING STRUCTURE UPSTREAM OF / EXISTING DETENTION / POND. / t' l ANITARY SEWI&LTYP.) WATER MAIN (lYP y .... •� e .• • • MA E A .WA MAIN CONNECTION W W° ` O r y.' f ,f %i r� 001-1 SEWER (TYP.) f „ POTENTIAL INDOT R/W Opp- � I Af rs { 4 / -f F / 11 40' t� 0 30 60 120 15 45 90 SCALE: 1"=60' INTERIOR ACCESS DRIVE ICH C* (5 i:.L..f iW a: 0 00 00 W U IU 0 Icc W Z Is SO 0 -1-3-1-ST--STRE'-KT,- 0 r WAnM MI MATCHLINE 'A' W W W 1+Y W W W W W W W W W W W W W W W W W U %Zuu0w0uJ0'4VV I VV%LdU%cnylIurZ)%%-,JV I uwy, U10I4VVI I IJ.Jf —1. U60-J. 1.1 UTILITY PLAN LEGEND PROPOSED CONSTRUCTION SANITARY SEWER SANITARY CLEANOUT co SANITARY LATERAL SANITARY MANHOLE SANITARY LINE S SANITARY STRUCTURE NUMBER 501 SANITARY CASTING ELEVATION TC 715.50 EASEMENT LINE SANITARY SEWER EASEMENT S.S.E. SANITARY SEWER, DRAINAGE S.S.,D.& U.E. & UTILITY EASEMENT STORM SEWER CURB WITH SUBSURFACE DRAIN (SSD) CURB INLETS STORM SEWER INLETS STORM MANHOLE END SECTION STORM SEWER STRUCTURE NUMBER 500 STORM SEWER INVERT ELEVATION IE: 715.50 TOP OF CASTING ELEVATION TC: 715.50 SWALE WITH SUBSURFACE DRAIN (SSD) _ _ _ _ _ �W-IQ /SnSD ®0.70% WATER WATER LINE W Z W WATER VALVE Q H PROPOSED FIRE HYDRANT M A WATER METER d PROPOSED BLOW OFF ASSEMBLY © B.O. PROPOSED REDUCER C3 PROPOSED "TEE" w PROPOSED 45' ELBOW 4 ' PROPOSED 90' ELBOW PROPOSED 22' ELBOW o PROPOSED 11' ELBOW �� ELECTRIC O OVERHEAD ELECTRIC E E BURIED ELECTRIC BEC BEC ELECTRIC MANHOLE c 0 POWER POLE 4 O Q Z Q 000 w GUY WIRE 't' ` CL N W inn z Z Z y Of a0�gc�0 TRANSFORMER E. QQao -q ELECTRIC PEDESTAL M U Q 7 X < !L) L GUY POLE N � Q w ELECTRIC METER EM C_ STREET LIGHT W ©o L4 STREET LIGHT L Q O AREA LIGHT -- FLOOD LIGHT ., GAS / CABLE / TELEPHONE &I c7oc OVERHEAD CABLE TELEVISION CTV LLJ F— CTV V) BURIED CABLE TELEVISION BCTV BCTV '— Q � GAS LINE G ._j O G OVERHEAD TELEPHONE LINE T T T BURIED TELEPHONE LINE — BTC BTC BTC — CABLE RISER PEDESTAL ZL � GAS VALVE D4 O GAS METER � GM DRAINAGE CONDITIONS Drawn By: M WAGNER Checked By: C. WISEMAN Quality Assurance: P. GARTNER ALLOWABLE 10 -YEAR RELEASE RATE TO THE SOUTHWEST CORNER OF SITE - 1.80 CFS ALLOWABLE 100-YEAR RELEASE RATE TO THE SOUTHWEST CORNER OF SITE - 5.40 CFS WATER QUALITY Date 04-20 -07 WATER QUALITY ON THIS DEVELOPMENT SHALL BE ACHIEVED BY UTILIZING SWIRL CHAMBER DEVICE AND THE DETENTION AND WATER QUALITY BASINS. 'HOLEY MOLEY ' SAYS CALL AT LEAST TWO FULL WORKING DAYS BEFORE YOU DIG IT'S THE LAW 0 1 -800- 382 -5544 CALL TOLL FREE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA CAUTION LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. Z O d o y O c 0 N Q.' W W z � z z 0 O Q Z Q 000 w LU Z ne h Z w L v�ga N FW_-• ` CL N W inn z Z Z y Of a0�gc�0 • • • • • • 00 O O% L QQao -q 0zi a) Q '— .0- M U Q 7 X < !L) L .0. N � Q w Z � CIO i C_ C W ©o L4 V L Q O 04 ., W &I c7oc 00 F, z C) C0 LLJ F— #z V) CLCO Z Coe) F— '— Q � Ln 01 E- ._j O o w� o Q ° ' o co z Q- (:>00 JM w � w O o � CERTIFIED BY: Drawn By: M WAGNER Checked By: C. WISEMAN Quality Assurance: P. GARTNER Scale: 0 Scale: 1' = 60' Sheet C501 Date 04-20 -07 Project Number 060384 -20100 If V` /r `� / W W W �Y ..••W W �� CkO W C� W 'Y W W •Y W ` � _ _ ter'•`✓ ® W W W �•w W 4 _ ,r.r• � r W W W r W W W W •� / ..•„ -lit 1 W t / /rf W W ���.. 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' W W W Q D suw- fp F) -1-3-t S T-Si iA _UE-T V W W W W W W W W W W W W 0.12006\ 060384 \20100 \cad \Lngr\DPS \L101.dwg, 6/812007 1.15:15 AM, dlaO, I•I LEGEND PROPOSED LANDSCAPE PLAN HATCH DESCRIPTION GREENBELT BUFFER AND TREE PRESERVATION AREA US 31 GREENBELT TO COMPLY WITH ORDINANCE PLANTING REQUIREMENTS �4 FOUNDATION AND INTERIOR PARKING ISLANDS W W TO COMPLY WITH ORDINANCE 'HOLEY MOLEY ' SAYS CALL AT LEAST TWO FULL WORKING DAYS BEFORE YOU DIG IT'S THE LAW 1 -800- 382 -5544 CALL TOLL FREE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA CAUTION LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. Z O -2 :a •c U O O o � c 0 C tY !Y W W Z 0 w Z Z 0 0 Q t- Q 1--. Z W W 0- Z Z ix Ce - U g N ` a h W U j Z Z N Z Q 0 co L Cq Q Q co 0z� Q. C� Q .` Q Z- X Q V) ia.. CL ,wJ ^•U V 04 1 % �0 N Q 0 W Q z� M L C W © © N U f.. C V C\1 ., C) ■ . ■ ■�■ Z CC �?4 00 JO C/) w a� c0 F– U.J Co Z Q Q c0 (n Q Z~C:) qct �+ o Q � UJ O 0 0-00 OCM W r. w o CERTIFIED BY: Drawn By: M. WAGNM Checked By: C. =DAM Quality Assurance: P. GARM Scale: 0 Scale: 1' = 60' r -- Sheet L101 We 04 -20-07 Project Number 060384 -20100