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Home My WebLink About04110031 As BuildNORTH LINE, SW 1/4, SECTION 28,T18N,R3E COMMONS BLOCK "D" 43- s.E. - - - 4,5,0 . _ BLOCK "E" N 434.0: DU&SE 520.03' 100.01 100.01 i DU&SE&LE-------- 225.00' =1917-T-1905 219.77' 346 345 14,917 S.F. w 14,915 S.F. MiD 15' DU&SE CV 100.01' 100. i"- GSE 100.01' r 100_01' W - -1 ca W w, Cq coV 341 Z O 14,873 S.F. 34 F I 16,515 .d 1918 20' DU&SE s Z,65' 42.61' -It�- 63. 2 1 0 ' �• 02' 5 DU&SE BL 383 48,224 S.F. 33'11'44"W 20.52' P.O.B. RADIUS LENGTH 1999099498-3 BEARING DELTA C-1 225.00' Filed for Record in 219.77' N60'54'09'W S89'1 4'59"W C-2 HAMILTON COUNTY INDIANA MARY L CLARK, � 204.09' 195.35' 16.50' 58'28' 1' On 08-2-3-1999 At 01:46 pa. 175.00' 178.58' 170.93' N60'54'09'W 58'28'01' PLAT 30.00 3E 0 52.87' S41'49'08'E 201759' VILLAGE OF WESTCLAY 175,00' w 61.68' E700 S41'49'08'E w C-6 0 C> M 70.86' .49' S41'49'08'E z SEC71ON 10006 160.00' D.& U.E.- DRAINAGE AND UTILITY EASEMENT I m 00 - wCOMMw Q g � SECONDARY PLAT io s $ PARK Z PART OF SEC.28-T18N-R3E Q g�2 383 D.E - DRAINAGE EASEMENT L.A.E.- LAKE ACCESS EASEMENT I S 352 ON COUNTY INDIANA HAMILT IND AN 3 I LUj n 48,224 S.F. J o m 349 ^ N , p 8 $ Q co 0 $ S s - CI- STREET ADDRESS N.A.E- NON ACCESS EASEMENT wl Z00 CV N LEGEND of00p 100.01' w Z Q - INDICATES CENTERLINE MONUMENTATION I C:> U B.L. - BUILDING UNE -J F-= CG Lci N O S.F. - SQUARE FOOTAGE D.& U.E.- DRAINAGE AND UTILITY EASEMENT 20.00 RQ L0 \ Z D.U.&S.E.- DRAINAGE UTILITY AND SEWER EASEMENT - - - - - - - - N I� S89'51'51'W I D.E. - DRAINAGE EASEMENT ��D' m oc-, zrul DTcM E•, 3 I N89'51'51'E00 LAJ N N �I L.A.E.-LAKE ACCESS EASEMENT 160.00' 3 3 Z ®- STREET ADDRESS 160.00 0l r N.A.E- NON ACCESS EASEMENT Zz Z E.W.E- ENTRY WAY EASEMENT rn � W of M LE. - LANDSCAPE EASEMENT THIS INSTRUMENT WAS PREPARED BY NORMAN H. HISELMAN PROFESSIONAL LAND SURVEYOR INDIANA #50461 12726 HAML70N CROSSING BLVD. CARMEL INDIANA 46032 TELEPHONE (317) 574-3797 kIOn•A C'111"C' i 1A 1 Z' V\ R=25.00' sol•07, L=39.27' O,F DULY ENTERED FOR TAXATION ct to final ac eptance for trap er . day of -• 19 X14 Auditor Hamilton County Parcel # R=55.00' L=55.89' OWNER/SUBDIVIDER BRENWICK TND COMMUNITIES, L.L.C. 12722 HAMILTON CROSSING BLVD. CARMEL, INDIANA 46032 (317) 574-3400 SURVEYOR qqTHE SCHNEIDER CORPORATION 12726 HAMILTON CROSSING BLVD. �J CARMEL.IN �3 9032 �I -1 (ASSUMED NORTH) SCALE: 1 "= 60' 60 0 30 60 CURVE DATA TABLE CURVE RADIUS LENGTH CHORD BEARING DELTA C-1 225.00' 229.60' 219.77' N60'54'09'W 5828'01' C-2 200.00' 204.09' 195.35' N6 'S4' 'W 58'28' 1' C-3 175.00' 178.58' 170.93' N60'54'09'W 58'28'01' C-4 150 00' 53.14' 52.87' S41'49'08'E 201759' C-5 175,00' 62.00' 61.68' E700 S41'49'08'E 201759' C-6 200.00' 70.86' .49' S41'49'08'E 201759' SHEET 1 OF 3 JOB # 1238.1006 J:\1238\10O6\I3WGS\1006BS.DWG 08/20/99 MG VILLAGE OF WESTCLAY SECONDARY PLAT PART OF SEC.28-T18N-R3E HAMILTON COUNTY, INDIANA NORTH LINE, SW 1/4, SE; I IUN 26,116N,RJt r 131ST STREET N8914'59"E 923.68' �- 185.01' 738.67' a g COMMONS BL EXCLUSIVE IWC ESMT. 2' NAE 7.5' EXCLUSIVE I T 2' NAE _-� - - 03u� 9 _ 5_DUdcSF,>1cLE - - - ��'s� • �� DU&SE - Tr, -'- - - - - - - 20 BL �F �20' el 9 FRONTAGE PLACE 11,557 S.F. BLOCK "E" N Du&sE s I - -98-38 - - - 100.01 - - - - 15' DU&SEdcLE K) I r M I 1929 0' BL 1917 r 353 a i N g 348 j I 347 346 LEGEND17.212 ^ r ^ "Cl 02'E� I 100.00' 100.00' N89'51'51'E S.F. I 0 100.00 17,718 S.F. I 14,797 S.F. �,, 14,917 S.F. w 1 U- INDICATES CENTERLINE MONUMENTATION I I 0 7- to I I^ - 20' BL M BA- - BUILDING UNE S.F - SQUARE FOOTAGE S89'51'51'W 3 38 84 Uj N89*rj1'51'E I o N 160.00'J 16,000 S.F. 160.00' D.& U.E.- DRAINAGE AND UTILITY EASEMENT I m 9F wCOMMw Q g o D.U.&S.E- DRAINAGE UTILITY AND SEWER EASEMENT I N s $ PARK . `� Q g�2 383 D.E - DRAINAGE EASEMENT L.A.E.- LAKE ACCESS EASEMENT I S 352 N IW ��-g I LO 48,224 S.F. J o m 349 ^ \ p 8 $ Q co $ S s - CI- STREET ADDRESS N.A.E- NON ACCESS EASEMENT s lei 16 000 S.F. - (W ' I�- 16,000 S.F. I D 100.01' 100.01' E.W.L.- ENTRY WAY EASEMENT I r� x UD3=Tl� Da �r-a 100.01'15 DU&SE 100.01 L.E. - LANDSCAPE EASEMENTP o -n D - - - - - - - - - - - - N I� S89'51'51'W I 3 ��D' m oc-, zrul DTcM E•, 3 I N89'51'51'E00 }y�� =1 N �I r-• 160.00' g 160.00 0l of Zz Z rn � W M 0 0 4-1 �� THIS 106TRUMENT woks PREPARED I N u� �a '`� vi BY NORMAN H. HISELMAN ^ VILLAGE OF WESTCLAY � I 5o R/w o II g = N PROFESSIONAL #SOM1 342 341LU INDIANA EtiJ481 351 n N 55 Z 12726 WA0LTON ; ROSSING BLVD. SECTION 10005 3�j 3Uj CAMEL MA + INST. #199909946966 I 17,590 S.F. � �o 17,443 S.F. I 14,707 S.F. 14,873 S.F. Cl) TELEPHONE (317) 574-3797 I I c Lz 20' BL N 20' BL 1 20' BL 1s1e 0 3 LE 930 20' DU&SE �y 20' DU&SE 20' DU&SE OWNER/SUBDIVIDER 135.00' ,Lh �s�>, 135.00' 100.00' 57.65' 42.61' Q BRENWICK TND COMMUNITIES, LLC. 8 56.6 = 12722 HAMILTON CROSSING BLVD. CARMEL, INDIANA 46032 O N S89'51'51'W 185.00' _ S89'51'51'W 342.65' TROW RIDGE HIGH Z (317) 574-3400 O 8 ?B �� Z /- S1HE ESCHNEIDER CORPORATION N 12726 HAMILTON CROSSING BLVD. 110.00' CARMEL, IN 46032 ILE - - - (317) 574-3797 E IN -7-1 387 17,600 S.F. of (ASSUMED NORTH) SCALE: 1"= 60' 60 0 30 60 IN S89'51'51'W 527.65' Il S'T'REW 02'E� 100.00' N89'51'51'E 310.00'54.02' 100.00' 100.00' N89'51'51'E 0 100.00 100.00' 15'DU&S�- 30.00' 1 DO. 00 87.6 15'DU&SE U 1955 20' BL - - 1943 to I 1931- - - - - 20' BL 386 385 3 38 84 ,9j9 oI 16,000 S.F. 16,000 S.F. HIDDEN PARKco 16,000 S.F. a 9F wCOMMw Q g o C) BLOCk s $ PARK . `� Q g�2 383 " BLOCK F" N8296.19' 47 45"W 9J 1169 0336h I LO 48,224 S.F. \ p 8 $ Q co s IN 110.00 100.00' N89'51'51'E 310.00'54.02' 100.00' 100.00' N89'51'51'E to I I I� I oI HIDDEN PARKco I 9F 1o' Dusc- - s PARK . `� " BLOCK F" N8296.19' 47 45"W 9J 1169 0336h I 137,793 S.F DU&SE \ 4s.- x UD3=Tl� Da �r-a ��C o -n D wc,zo r ��D' m oc-, zrul DTcM E•, 3 ,n Z o =' -1 Zz rn � 0 0 4-1 �� -� 60.02 N86103I47"W SHEET 2 OF 3 JOB # 1238.1006 J:\1238\1006\DWGS\1006BS.DWG 08/20/99 MG IRS I I I i THIS INSTRUMENT WAS PREPARED BY NORMAN H. HISELMAN PROFESSIONAL LAND SURVEYOR INDIANA OSO461 12726 HAMILTON CROSSING BLVD. CARMEL, INDIANA 46032 TELEPHONE (317) 574-3797 LAND DESCRIPTION VILLAGE OF WESTCLAYOWNER/SUBDIVIDER BRENIMCK TND COMMUNITIES, L.L.C. 12722 HAMILTON CROSSING BLVD. SECTION 10006 CARMEL. INDIANA 46032 (317) 574-3400 SECONDARY PLATOR SURVEYHN r THE SCH EIDER CORPORATION 12726 HAMILTON CROSSING BLVD. PART OF SEC.28-T18N-R3E ou rC;;ARMEL, IN 46032 797 199909949`65 574-3797 HAMILTON COUNTY, INDIANA Filed for Record in HAMILTON COUNTY INDIANA A part of the Southwest Quarter and Southeast Quarter of Section 28, Township 18 north, Range 3 East, Clay Township, Hamilton County, Indiana, described as follows: Commencing at the Northeast corner of the Southwest Quarter of said Section 28; thence South 89 degrees 14 minutes 59 seconds West a distance of 16.50 feet to the Point of Beginning; thence South 00 degrees 01 minutes 11 seconds West parallel with the east line of said Southwest Quarter a distance of 505.60 feet; thence North 89 degrees 46 minutes 12 seconds East a distance of 170.13 feet; thence South 00 degrees 31 minutes 29 seconds East a distance of 161.59 feet to a point on a non—tangent curve to the left having a radius of 55.00 feet, the radius point which bears South 06 degrees 15 minutes 29 seconds West; thence southwesterly along said curve an arc distance of 55.89 feet to a point which bears North 51 degrees 57 minutes 55 seconds West from said radius point; thence South 38 degrees 02 minutes 05 seconds West a distance of 42.3:' feet to the point of curvature of a curve to the right having a radius of 25.00,feet; the radius point which bears North 51 degrees 57 minutes 55 seconds West; thence westerly along said curve an arc distance of 39.27 feet to a point which bears South 38 degrees 01 minutes 53 seconds West from said radius point; thence South 38 degrees 01 minutes 53 seconds West a distance of 50.00 feet; thence South 51 degrees 58 minutes 07 seconds East a distance of 6.65 feet; thence south 49 degrees 25 minutes 40 seconds West a distance of 242.64 feet; thence North 33 degrees 11 minutes 44 seconds West a distance of 20.52 feet; thence North 40 degrees 43 minutes 49 seconds West a distance of 181.14 feet; thence South 66 degrees 57 minutes 46 seconds West a distance of 174.90 feet; thence South 32 degrees 16 minutes 02 seconds West a distance of 114.16 feet; thence North 86 degrees 03 minutes 47 seconds West a distance of 60.02 feet; thence North 28 degrees 54 minutes 18 seconds West a distance of 91.36 feet; thence North 42 degrees 17 minutes 19 seconds West a distance of 91.36 feet; thence North 55 degrees 40 minutes 21 seconds West a distance of 91.36 feet; thence North 69 degrees 03 minutes 22 seconds West a distance of 91.36 feet; thence North 82 degrees 47 minutes 45 seconds West a distance of 96.19 feet; thence North 00 degrees 08 minutes 09 seconds West a distance of 676.76 feet to a point on the North line of the said Southwest Quarter; thence North 89 degrees 14 minutes 59 seconds East along the said North line a distance of 923.68 feet to the Point of Beginning. Containing 18.007 acres, more or less. THIS SUBDIVISION CONSISTS OF 27 LOTS NUMBERED 335 THROUGH 353 AND 380 THROUGH 387 TOGETHER WITH BLOCKS, STREETS AND EASEMENTS AS SHOWN HEREON. THE SIZE OF LOTS AND BLOCKS AND WIDTHS OF STREETS AND EASEMENTS ARE SHOWN IN FIGURES DENOTING FEET AND DECIMAL PARTS THEREOF. CROSS—REFERENCE IS HEREBY MADE TO SURVEY PLAT RECORDED AS INSTRUMENT NUMBER 9945349 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA. I, THE UNDERSIGNED, HEREBY CERTIFY THAT I AM A REGISTERED LAND SURVEYOR, LICENSED IN COMPLIANCE WITH THE LAWS OF THE STATE OF INDIANA AND THAT THE WITHIN PLAT REPRESENTS A SUBDIVISION IN THE LANDS SURVEYED WITHIN THE CROSS REFERENCED SURVEY PLAT, AND THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF THERE HAS BEEN NO CHANGE FROM THE MATTERS OF SURVEY REVEALED BY THE CROSS—REFERENCE SURVEY ON ANY LINES THAT ARE COMMON WITH THE NEW SUBDIVISION. I FURTHER CERTIFY THAT THE SAID SUBDIVISION WAS PLATTED UNDER MY DIRECT SUPERVISION AND CONTROL AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF; WITNESS MY SIGNATURE THIS 16t -w __ DAY OF A ui0 S "r 1999. NORMAN H. PROFF SSIONALSLANDNSURVEYOR • N^tiN ; N/ INDIANA — #SO461 O r r 50461 yam,, lsj '•rJf IAN MARY L CLARK, I On 08-2'3-1999 At (-')1:46 pm. Fg a AT � 304 THE UNDERSIGNED, OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED HEREIN AND RECORDED IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA, DO HEREBY CERTIFY THAT WE HAVE LAID OFF, PLATTED, AND SUBDIVIDED AND DO HEREBY LAY OFF, PLAT AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH THE WITHIN PLAT. THIS SUBDIVISION SHALL BE KNOWN AND DESIGNATED AS VILLAGE OF WESTCLAY, SECTION 10006 AN ADDITION IN HAMILTON COUNTY, INDIANA. ALL STREETS SHOWN ON THIS PLAT AND NOT HERETO FORE DEDICATED ARE HEREBY DEDICATED TO THE PUBLIC. TITLE TO THE FOREGOING REAL ESTATE IS SUBJECT TO A CERTAIN DECLARATION OF COVENANTS AND RESTRICTIONS OF THE VILLAGE OF WESTCLAY DATED 08/09/99, RECORDED AS INSTRUMENT NUMBER 199909946964 AND A CERTAIN SUPPLEMENTARY DECLARATION OF EVEN DATE RECORDED AS INSTRUMENT NUMBER 199909946965, IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA, AS THE SAME MAY BE AMENDED. SUCH DECLARATION AND THE COVENANTS AND RESTRICTIONS SET FORTH THEREIN RUN WITH THE LAND DESCRIBED HEREON AND ARE INCORPORATED HEREIN BY REFERENCE. EACH OWNER OF A LOT DEPICTED ON THIS PLAT SHALL TAKE TITLE TO SUCH LOT SUBJECT TO THE TERMS AND CONDITIONS OF SUCH DECLARATION AND SUPPLEMENTARY DECLARATION. 2,-e_ STATE OF INDIANA DATED THIS --e? Ind _ DAY OF _j(jf& z , 1999. COUNTY OF 4041 OR P. WEET, CO—MANAGER BRENWICK TND COMMUNITIES, L.L.C. 12722 HAMILTON CROSSING BLVD. CARMEL, INDIANA 46032 (317) 574-3400 BEFORE ME THE UNDERSIGNED NOTARY PUBLIC IN AND FOR SAID COUNTY AND STATE, PERSONALLY THE ABOVE AND ACKNOWLEDGED EXECUTING THE FORGOING RECORD PLAT. WITNESS MY HAND AND NOTARIAL SEAL THIS _ 1 -4 DAY OF , 1999. NOTARY PUBLIC p0a rt a M1. 64 MY COMMISSION EXPIRES: _ ''''_rT COUNTY OF RESIDENCE: N I 5_ -- PLAN COMMISSION: UNDER AUTHORITY PROVIDED BY TITLE 36, ACTS OF 1981, P.L. 309 ENACTED BY THE GENERAL ASSEMBLY OF THE STATE OF INDIANA, AND ALL ACTS AMENDATORY OR SUPPLEMENTARY THERETO, AND AN ORDINANCE ADOPTED BY THE COMMON COUNCIL OF THE CITY OF CARMEL, INDIANA. THIS PLAT WAS GIVEN APPROVAL BY THE CITY OF CARMEL, AS FOLLOWS; ADOPTED BY THE CARMEL PLAN COMMISSION AT A MEETING HELD � Z _, 1999 CARMEL/CLAY PLAN COMMISSION BY: _ STEPHEN C. ENGELKING, DIRECTOR, DEPARTMENT OF COMMUNITY SERVICES CARMEL, INDIANA BOARD OF COUNTY COMMISSIONERS CERTIFICATE UNDER AUTHORITY PROVIDED BY TITLE 36, ACTS OF 1981, P.L. 309 ENACTED BY THE GENERAL ASSEMBLY OF THE STATE INDIANA, AND ALL ACTS AMENDATORY OR SUPPLEMENTARY THEREOF, THIS PLAT WAS GIVEN APPROVAL BY THE BOARD OF COMMISSIONERS OF COUNTY OF HAMILTON AT A MEETING ... SHARON STEVE HOLT STEVEN DILLINGER SHEET 3 OF 3 JOB # 1238.1006 J:\1238\1006\DWGS\1006BS.DWG 08/20/99 MG I I r I I I I 2 3 4 5 6 7 8 9 10 I11 I I" I-1 1 1 . . 1 - - 1 1 t - I - - I I - _____ I - __J __ .1- ___ . !_ . . HOLEY MOLEY SAYS N� I cc I 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. ;;::' CONTRACTOR TO CONTACT THE HAMILTON l • k E OF EXISTING PAVEMENT TO BE DONT 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO SAW CUT PER INDOT SPECIFICATIONS FUTURE Village of WestClay �� COUNTY SURVEYORS OFFICE PRIOR TO ANYVERIFY ALL EXISTING , CENITRACTION NEAR THE SECTION CORNER DIG PERTAINING To HIS PHASE BOF WORK.CONDITIONS ALL ALSO BE THE M M ALONG ALL PORTIONS THAT WILL''; BE TO ASSURE ITS INTEGRITY IS MAINTAINED EXISTING UTILITY POLE " CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF BLIND EXISTING UTILITY O.E. � WIDENED. (' - EXISTING UTILITY POLE TO BE RELOCATED. THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR TO BE RELOCA -:.TC=sot.5o TO BE RELOCATED. .,_ EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR ., _; -. , . , .. - Tl TY P - - _. _. SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ,, EXISTING UTILITY . OLE. _. - ____ . _-- �.,.. 0 - _ _. . RELOCA $ - _ ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE ,:.- - - - - - - -- - - RESUMED __ - - F7 - - - DOR _ _ ' PLANS OR IN THE FIELD BEFORE W S 100' -TAP!2 I 3 STANDARD SPECIFICATIONS FOR THE HAMILTON COUNTY ..: 'w !J _ _ . .... .. . APPLY . . SURVEYOR SHALL R ALL STORM SEWERS ..... =g . �.:... I s5a - - 4. STANDARD SPECIFICATIONS OFOR CLAY TOWNSHIP REGIONAL ;, ,> 1- 00-382-55 �:, :. s , _. _._... ,, _ . _ � $ 44 ALL SANITARY SEWERS. -_ ..- k. _ �, _ TOLL FREE WASTE DISTRICT APPLY FOR L _ COMMONS L C c; x ;: - - - - - - - - - 5. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES . - - L !!i • _ _ _ _ _ 1 I -13 59' of t5' RCP 4 - -- - - - -- - - - - - -- 1-$00-428-5200 RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH L -ll 7'4a I- - - - - - -' - c� -. - , - - -- - - - - -- - - -FOR CALLS OUTSIDE OF INDIANA --------- s00. LUSI W 2 NAE g - 3 8� ----{ C SM --- - I _ _.� o T _. GRANULAR MATERIAL. = T = - - - -* '' - gg ,3 0 »-» 65 C 89800 ,_ PER INDIANA STATE LAW IS -69-1991. 6. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE - - - - _ I _ - 3'33.IIB'_- �, - 7.5 DU&SE&I E - o LOCK E Du E +' - FRONTAGE PLA =895.00 895.4 - - - - % _], USE$�LE -___ - - ' '••'�q�� &�, �- n TACE' PLACE i - .) s3 w IT IS AGAINST THE LAW TO EXCAVATE ASSUMED NORTH PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY - - - __ - ' ' h 20 BL I 100.01 I 100 0 TC=895.00 WITHOUT NOTIFYING THE UNDERGROUND COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED - - - - I- 20 BL -\' �9� I X8;38 ; 1: 898.0 00.01 1 897.0 1 896.0 15�'.DI1& LE _ 5_0 1_ 135' OF 18• RCP- - - 65 Q; LOCATION SERVICE TWO 2 WORKING ��_ t �, ` ' 6' �, R N 899.0 - - 5 D &SE&LE: - - - - - _ - r- - I DAYS BEFORE COMMENCING WORK. PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF - - - 1._ SCALE: 1 5011 I ( I - >\ 20 BL N SERVICES. __ S o l 0 BL �, N = ,A 7. SERVICE WALKS SHALL BE NON -REINFORCED CONCRETE 4" rn I 8 8 w .1 rI A c3` THICK AND 4' IN WIDTH. Q I - cn I • i 46 °° 345 34.4 343 o w FRONTAGE OF EACH LOT `. 33 'r' 348 347 3 I _ 8. 4 CONCRETE SERVICE WALK ACROSS 0 E K I r` o I o _I P P. TO BE CONSTRUCTED BY OTHERS. . 0 a 9. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK K _ I I o o I I�I��I� ,r I ^ ,. w ^ � , ,. � 98. a; 896. INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. T .5 _ I .. .. . 897.5 •.:..... 899 ;:, I ' 900.2 r D BETWEEN �, N � N � SIDEWALK SCORES ARE TO BE EQUALLY SPACE _ .I. I I 901.Q .II 901.4 900.2 899.4 1 900.6 ` •- I C' EXPANSION JOINTS, CONTRACTION JOINTS AND -I -**' - - - - - 1 - 8 .2 I o v PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH A I 899.2 L� lso.00 w ,� Il --1-- Exlstln Storm Sewer 160.00 w �, I _ 1 '• m I= p0 - l g CONTRACTION JOINT EVERY 20' OR LESS. 0 vT I 1', . I p '``'` oI ;r, ! 895 �I 10. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO -- `cv w It.; :..{ m� b I I - - - - 44 TC=895.00 -L-)J .�_ --+- New Storm Sewer CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. ,- _ I o_ g I �, _ o - _ - - _ - - - 11. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE 3 352 o N rn ;� 349 898.7 I o �- - = --i- -� - - 894.8 15 DU SE 893.6 ,,,. o Oto of a Pvc 1 DU&SE , ; ss5.a 120.01' EXISTING PAVEMEN PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. o I I �o N o TC=as9.00 , as7.a �'� OF HOOVER ROAD s- STANDARDS FOR WORKER SAFETY. J 0 0 W I� I 200:01 20.00 Existin Sanitar Sewer 100.01 896.8 100.01 15 DUkSE _ W 9 y 12. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. _-- J rn � _ 1 . I I>_ O V 11 698.8 . ; 00.01 - - - - - - - - - -- -- - - - - 1. TO BE REMOVED. ; c I �'� � 900.7 / I N r "` _ TC=as3. cr w 13. REMOVE O SES PROPO EDAND ILL ALL AREAS HOU E PADS. WALL FIELD IES E ANY FIELD BLE _ z ¢ 900.0 6 , ../ �; - w New Sanitary Sewer cos I . 5' a I N L 73 I � N :% 900 �Q INTERCEPTED TO BE PERPETUATED INTO STORM SEWER �j V I OD I'- 899.6 897.2 `� 897.4 898.2 �I 0 _ NOTIFY IN 1 1 - - � A8 - -�6 .00 73 160.00' �I WRITING THE OWNER AND THE ENGINEER IN ANY �- 00 Existing Contour SYSTEM OR LAKE THE SUBCONTRACTOR SHALL 1. ".a p o I I ( c=a975o �3 w I �I w X ELEV Existing Elevation CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. C:) DESC g 14. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 95 I m c" \I nl. ,% PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D-1557). FILL N 0 � If C 5 w/ descnpt{on �+to �I I ^ UNDER THE FOOTING SHALL BE COMPACTED TO AT LEAST 95 �� I I I 351 w :MI - �__ 350 898.7 I 342 341 I1. � NOT INCLUDED 000.00 New Pavement Grade PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D-1557). H r� O 5 ANY UTILITY POLES WHICH LIE WITHIN THE EXTENDED PAVEMENT H I I �I �� QI 340 l TE _ & MELINDA HABIG OR SHOULDERS MUST BE RELOCATED PRIOR TO THE 1 T I o I co 339 o rn 000.00 All Other Finish Grades CONSTRUCTION OF THE BROAD STREET ENTRANCE. 1 0 °° ' 900.3 0' B 900.3 899. . 1.. - 99.5 M 899.8 20' BL I �� f Ill . 20 BIL 1 � 899 8lail - __ - - - - - LE 43 153 OF 8" PVC 20' - U&SE 899.0 4 _ 200 OF 8" PVC 899.3 DU&SE -43 0O cn / . 1 �� o0o Storm Structure Number Revisions 20 DU&SE 89 :. ,. TC= : ,Q, C-8 898% 1. 02/23/99, MG; REVISED PER TAC COMMENTS. T =89 . 4.18' OF 8' PVC1. - :, 1* '� . _ 6, .1 I898.8 89y'8:_? -^ ; ;'�?'" " - 00 T � \ 1 , �n / 2. 399, DCC; REVISED PER TAC COMMENTS. - - - - - -. ' -=- --�-- - 3 _ 731 + 3 p:ti 19.35' 28 690SN`��0� 8� �°' 00 Sanitary Structure Number 3. 04/19/99, BET; FINAL Q.C. REVISIONS R PAD M 10+66.96 10+00 � 9+QTR OWB E H I GH _ 31 7+00 , 4.05/06/99, BET; RELOCATED STR. A652, LOWS 382, AND MODIFY POND TO OWBRIDGE 1. X`: 12+51.96 12+00 � 1+ -- - - `ASF \ PRESERVE TREES PER FIELD INSPECTION. - _TR - - - - - 898.4 " 89 .93 0 73 7. 97.60 8 7.99 98.57 R 9.01 58 898.43 �H STREET Tc �'' : _ r 33I. Flow Arrow 5.09/15/99, BET, ADDED 6" SSD TO HIDDEN PARK. G �87.5 ��\ -- - - - - -_ EE� ------ _____ 8986 1 ou&sE s ARTH MOUND G ' 'r 11 - - -- 1 898.8 100.00 899.3 5' • D s'`o0 6p>�� , , \ I 1p "�`. �1O.Oo- - 898.0 - - - 9 F E Denotes Elevation and 15 DU&SE 6s7.9 TC=898.40 I„ D SE - - - - fig? ��l, - - - - - - - - - 67 - - - - - - - a9s.a 20' BL - s A o '_TO BE REMOVED Approximate Pad Size r 67 20 8L TC=8 .4 M n to o, o, I 898 0 I o 384 P o J o 387 - ��> _ 38 385 _ _ - rf Drain �h 6 Subsurface II ; _ \ _ -- -•-- o I �h o - ,i o 11 �r B rn 0 P II II _ N \ S- I 00,1' I oI.TC ..-_ . 89.9.0.: ___ ._.. 0 899.6 0 900.3 o Q oG . ,� 17013' n _» \ � 893.00 � 1)00.00 899.3Swale (10 ' o 650 - - ... - F N � Q e� hF 1 0 337 1 \ 11 I F I I 383 s 2 Ch k Curb (i r�, �� ,,; . : �� 899 0 . �� c'N�/ / � . , a' . 1.`� "� �` 1 R &sE 9 64s C 1' Roll Curb . , `\\`\��U►►►IIIIII►IIIIIU�i7 r . O ' �'� Q��P �� / TC=893.00 I O `\`\��, \\\',' 'is H L q S rrririi (1 I I o , Q� / N� I; `� �IlSTER' ti I \> g e �� o` w Q D 2 Valle Gutter - cn ( I I I 4 8 898.1 6 96 cn N O Y g N o. �, 896.5 897.4 0.00, ass 100.00 100:00 1� \ - �O 9s �S A o 110.00 10'1` �, s x� o I I 310.00 '�� \ e� N --► Pond Overflow Route 9800085 02 c� si 6 of I STATE OF ' E _ W 00, 1 �' .- SND AN P N 6q '� 43 : C?, � E _ 9 I s o, o ANAL %ii L (I , .IL t , . ; : nunnnnnuu�a� - - - Y t - - s - , _. 3 �.: p sF I M �� - - +r _-- I_ _ "-.. , .: , . _. _ ..___ . v: _.._ ..__ _ :- - � , �, . ,.,..: �, , . .:._ ,- � - `" . ... � 9g 89 ": aO M TC=894.00 �..�. . 10 A D.S. INLINE: flRAIN , _ T -11 �� \ 6) `�X ri -- CJ► . 67 1 i ) \ _. _ . _ I. TC -897.80 _,_ _. , . i L _ : ' p % �9J 3 S \ " __._. ... .� W 98. 6 Z' I ,: .• :. Off. \ CERTIFIED BY .-�__ - 9 HIDDEN -'SARK a 2 4. \ ,. ,n' p 3 9 11 if // 'Ole ` V I', i - - 8 �� / ` \ THIS DRAIHNG AND THE IDEA DESIGNS AND CONCEPTS CONTAINED I=-__ 9? 381 \ / s.o PARK s \ X N TU PROPERTY OF THE scHNEIDER - I .\ F , \ HERON ARE THE EXCLUSIVE I TELLEC AL ;1 I 9 \ / CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN t1&E ':' _ C S -d coR OR aN r . I BLOCK` 89� �� h4 ' ' \ \ D III s O> 9 8 s6 8' .?\. i 1 - B \ 9 \ D I , _. . . . III, // ) , ;k - I i i :. DU&SE <? I 1 t�9 x �S � . ' \ \ 00,6 QI . / I. .1 I <� \ -- - -- L \ J G ' II L J 8 9 "t 1�' � o \ N p ' - T 8s �• I I � ii PART, 1HTHOUT THE WHEN CONSENT OF THE SCHNODER CORPORATION. 1998, The Schneider Corporation r Ie II _ -1 , I ' �'¢Se OF 3s �O // �` 1. 0 H�IDDEP . = I N OL=8 �� : , ,,: � \ , I MAI-; 400 0��, �,��. ��ScImeider' 1 0 89.00 IE � 3-- 41. '�. I \\ � / I I I I 100 YEAR ELEV'.-893.36 / 0� `� �' 1 �`0 , I ' ,C / - 40 Corpomuon f; ,B EV.=895.40 / 6 /: F OM L ,EL ,.., , 1. I I I ' -f-L �- .. . J , . T OF BANK c ,. / \It \ F / ,' \�'' \ /� / C _ _ - - - - -= .,T- t- .� I I L , , s;/ , / / I \ `� / ti/ \� : \� �.C� /\ / 12726 llamilton Crossing Blvd. Engineering - - - - 1.- - RE�I/IL�E \ / I I . . . .. I . -- - - - I -bi -, �/ / ' h\:: r S1 \ BOJ I �r ; �, Formerly Schneider Engineering Corp. /Bohlen, Meyer, Gibson &Assoc. --- -- REED•. / - _ _ - - - - x' \ �,:: / EARTH MOUND f \ ,- -,w -� ,. ,;,, rn / \ I TO BCS 1.REMOVED \ / / \ BREN1iICK DEVELOPMENT CO. �' �,,, I 6 �, , ', ' / %, �` Village of WestClay B m B ` ,. `' , 1 1., _ - .. - 0 Section 10006 a / - / \ < \ ; , �, I oe�F \1. �, - �\ \ / \ \ \ i� : °' '� DEVELOPMENT PLAN i / ,: r ,... \ Clay \ /- o �, - I I P ,- . U3 i _ • / �' r \ �, ( � 'N\ TL J 10009 , / TBM Date Pro'ect No. Drairn Approv. 4 l .. / tC R ae� f Wes _ FUTU E I 3 , ,- _9 // USG BENCHMARK s \ /, \,�/ 1 98 1238.1006 BET MG .. . 0 2 , , . \ \ / S„ BE , CD .-, *% . y \ _ \ //� CUT X NORTH BONNET BOLT IN FIRE HYDRANT / / :>f . 3 _ \ / / i • ; ' ,I, =`: �` / / / i ///� RD. 1100 SOUTH OF CLARIDGE omputer Files Sheet No. A ,.. \ \ \ EAST SIDE HOOVER C . o z ' j �; \ / \ \ / - / �: . /� ///� / ENTRANCE. J: \1238\1oos\Dwcs\c101.Dwc A ._ / �� FARM XREF: 1006BS.DWG, 1005BS.DWG \ \ // I t \ \ / / �' / ELEVATION - 893.39 3101- (n\ \, \ \ / / XREF: MID-BS-E.DWG, 30048S.DWG +'. _ i \ \ / ! \ \� \ % / ' i /// f, / / XREF: CA10.DWG, CA1I.DWG 3 I"L I REF. CA13.D , CA14.DWG \ \ �� \ X we /. , � , CD • 6 7 g g 10 11 12 13 14 15 N 2 3 4 5 _ E__3_ ' --- -- -_ -- __'_1__-.__._______ _ -- _ .. i4 f ..,..- / t.:1 :: / ,� ' / I �• -- _ _ _ - L� _ �. % ,`. / / - - - \ / - - - / - \ / / , ..; :f ,: /i-�\ �� /� / �. 1 `9 BOO , OJ /'�� \ , , ,O ?6. �o/ \ \ Q. n / / \ :.:_..,:' EXIS. OF H 1Q. l3 NG P VER; RENO Q D � � i I T l / / /� . Carmel, Indiana Surveying 4G032 Landscape Architecture 317-574-3797 GIS a LIS Q17_�7A_47Q[1 Gov CPnlnav - - - - 1.- - RE�I/IL�E \ / I I . . . .. I . -- - - - I -bi -, �/ / ' h\:: r S1 \ BOJ I �r ; �, Formerly Schneider Engineering Corp. /Bohlen, Meyer, Gibson &Assoc. --- -- REED•. / - _ _ - - - - x' \ �,:: / EARTH MOUND f \ ,- -,w -� ,. ,;,, rn / \ I TO BCS 1.REMOVED \ / / \ BREN1iICK DEVELOPMENT CO. �' �,,, I 6 �, , ', ' / %, �` Village of WestClay B m B ` ,. `' , 1 1., _ - .. - 0 Section 10006 a / - / \ < \ ; , �, I oe�F \1. �, - �\ \ / \ \ \ i� : °' '� DEVELOPMENT PLAN i / ,: r ,... \ Clay \ /- o �, - I I P ,- . U3 i _ • / �' r \ �, ( � 'N\ TL J 10009 , / TBM Date Pro'ect No. Drairn Approv. 4 l .. / tC R ae� f Wes _ FUTU E I 3 , ,- _9 // USG BENCHMARK s \ /, \,�/ 1 98 1238.1006 BET MG .. . 0 2 , , . \ \ / S„ BE , CD .-, *% . y \ _ \ //� CUT X NORTH BONNET BOLT IN FIRE HYDRANT / / :>f . 3 _ \ / / i • ; ' ,I, =`: �` / / / i ///� RD. 1100 SOUTH OF CLARIDGE omputer Files Sheet No. A ,.. \ \ \ EAST SIDE HOOVER C . o z ' j �; \ / \ \ / - / �: . /� ///� / ENTRANCE. J: \1238\1oos\Dwcs\c101.Dwc A ._ / �� FARM XREF: 1006BS.DWG, 1005BS.DWG \ \ // I t \ \ / / �' / ELEVATION - 893.39 3101- (n\ \, \ \ / / XREF: MID-BS-E.DWG, 30048S.DWG +'. _ i \ \ / ! \ \� \ % / ' i /// f, / / XREF: CA10.DWG, CA1I.DWG 3 I"L I REF. CA13.D , CA14.DWG \ \ �� \ X we /. , � , CD • 6 7 g g 10 11 12 13 14 15 N 2 3 4 5 _ E__3_ ' --- -- -_ -- __'_1__-.__._______ _ -- _ ..