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Home My WebLink About80-01 Lot 4 Hazel Dell Corner site planCD CD ME EXISTING 8' ASPHALT PATH 052) 11a 0 P t S 298.3,3) TR/AA1 4CCE SS MORE." E4 SEA4 EA1 T S. E. ... ..... ... CY*) 98. 30 f" I J, FUTURE PHASE 2 0 F_ I LLJ LR' =2:22 0.1 Ld CLI - uffi.z CD W S 89*39'17 154. .86, CD I( - cN LINE 117' 23.57'- 10, R, 3' R '�!' 1 01. 31 F 3' R 12' 12' 1 1 9f 1 _T I _,_T 1 10' R >_ 12' 12' I HTY"P. (D rR �' '_� I 1 1 3' R 2 4 14' 12' 2 4 < Lq _j ck: CD Ln 10, R B _c� 10' R r*-) C�' ce- 1. 5' R Lcod __j ISLAND CL OF CD R 5 R U� - fE (I IV IN CF ce- U-i U-) V) C' C-4 TO 6" CURB ALONG C14 ')3 R V) FACE OF BUILDING ff 0 [-L LY-P DEPRESSED CURB L SEE DETAIL .0 W E B COT ke 00 2 CO L'j V) 01 00 'CF) CN C21 LOT 4 t PROPOSED 12' 12' BUILDING 12' 12'_ V) 12,950 S.F. Uj 0- W , L CD -4- __j M C> =3 rq Uj CD C) LN Uj M C�o CR C> L 2 4' 12, .' (n M W - Uj OF 2 4' L") -1- 130.5 2 Ay-opr TYP. DEPRESSED CURB 7, .4 COT SEE DETAIL '0 E C:1 70' 3' R 3' R B 01' CONCRETE PATIO SAME AS F F DU&S CONCRETE WALK BUT 6" THICK co 0' R`0 N 09 - I /_j rX 10 EMENTI,--f -'u K 20' R 131.00' 6 -cD 177.50' N 89*35'24" W 208.50' N 89"35 24 W 254.48 �77 . ............... . ............... I. DEPRESSED CURB FOR - FUTURE SIDEWALK RAMP 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 .. .......... ........ . .... ..... .......... .... ..... ........ . .......... .......... ......... .......... I ... . . .. . ........... PER INDIANA STATE LAW IS-69-1991. -- - ----------------------- . . . ....... IT IS AGAINST THE LAW TO EXCAVATE ASSUMED NORTH WITHOUT NOTIFYING THE UNDERGROUND M LOCATION SERVICE TWO (2) WORKING SCALE: 1 "=30' DAYS BEFORE COMMENCING WORK. r--- rri . % 30 < -1 7- XS CREENRF >' ai N\ tq --t*z X \_j C511 6> -N 4C (\1 " X f.5 G REGULATE D SEMENT'F .,:,ENE TCH TCH $ J v? N .'A N & Y D SE LLJ V) 4� < LLJ LLJ C/) M Cn r_1 48 :z F A 11117 -C:) Lp ®R CN 0 30'B,L 's, 1111011&" 0 en, 4 TRANSITION FROM ROLL CURB TO C" kh U4 04. CHAIRBACK CURB IN 3' ON EACH 5.09' -,----SIDE OF STREET. \'N! 9 .......... J 4; W 650 890352 . ...... . .. ................ .............. ............... . ............................... . .. . ................... 1b P�1 CN VIM 1 LLJ 22 Cn a. :(zD Ne TRANSITIMFIROM ROLL CURB TO W Uj Eh CHAIRBACK "CURB APPROXIMATELY In CD 10' FROM END OF RADIUS ON EACH -SIDE OF ENTRANCE. ........................... .... ............... .......... ............................. --------- - ----- .......... .......... ... .... . . .. ... . .......... ........... .......... .......... ........ .......... ........... ........... ....... .... SAW CUT AND REMOVE 75' OF ---\-FUTURE 4' WALK ROL�. CURB .... ........... .. . ............... . ....... .... . .. . ..................... L ................... _ ------ _'_ .. . ..................................... .. . ... . .................................. ............................ .. . . . . ....... . ......................................... .................... . ...... . . ..... .......... ........................ . . ............................. EXISTING PRIVATE STREET .............. ............. . . . ............. .............................. .. .......... . ... . ........................... ...... .... . . .......... ....... .. .. ...... N! i" CURVE TABLE CURVE RADIUS LENGTH CHORD DIRECTION DELTA C-1 25.00' 27.66' 26.27' N57*57'24"W 63*23'46" C-2 . . ..... .......... .......... ........ . 17.21' N 13'50'18" W 24*50'26" C-3 35.00' 16.25' 16.11' N12*57'24"W .......... .......... ........... ........ .......... ........... .......... .......... 13.93' 13.80' ... . ........ .............. ............ .......... ....................... z Cd CURVE TABLE CURVE RADIUS LENGTH CHORD DIRECTION DELTA C-1 25.00' 27.66' 26.27' N57*57'24"W 63*23'46" C-2 40.00' 17.34' 17.21' N 13'50'18" W 24*50'26" C-3 35.00' 16.25' 16.11' N12*57'24"W 26*36'14" C-4 30.00' 13.93' 13.80' N12*5724"W 26*36'14" 1M CURVES C-2 & C-4 ARE TO FACE OF CURBS. T.B.M. 2 5/8- REBAR NTH RED CAP AT DELAWARE COMMONS SUBDIVISION CONTROL POINT # 1005 ELEV.- 779.91 T. B. M. 3 BRONZE DISK ON TOP OF SOUTHWEST CORNER BRIDGE WALL OVER MITCHEINER DITCH ON HAZEL DELL RD. STAMPED "HAMILTON COUNTY GEODETIC CONTROL" 2.5 FEET ABOVE SIDEWALK. ELEV.- 769.39 NOTE: T.B.M. 3 ELEVATION WAS BASED FROM ADJOINING SUBDIVISION AND DOES NOT REFLECT H.C. PUBLISHED DATA. I, =420, 0 10 1 1. FOR BUILDING INFORMATION, SEE ARCHITECTURAL PLANS. 2, ALL PAVEMENT STRIPING SHALL BE 4" WHITE LINES, EXCEPT FOR HANDICAPPED SPACES, SEE DETAILS. PARKING PAVEMENT MARKING SHALL MEET A.D.A. STANDARDS. 3. TRASH CORRAL TYPE TO BE SPECIFIED BY ARCHITECT. 4. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE SUBCONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD, BEFORE WORK IS STARTED OR RESUMED. 5. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORN 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 WORKER SAFETY. 7. ALL DIMENSIONS TO BUILDING ARE TO THE OUTSIDE OF BUILDING WALL. 8. ALL CURB DIMENSIONS ARE TO THE FACE OF CURB FOR CHAIRBACK CURB OR TO THE EDGE OF PAVEMENT. 11"IMICY", 1001111-0-01) 0 6" Straight Curb @) Concrete Curb and Walk Q Handicapped Romp (2) Asphalt Pavement 0 Dumpster Pad 0 2' Chairback Curb Without Gutter PARKING SUMMARY @ 9' x 20' Parking Spaces - 48 Abd 8' x 20' Parking Spaces - 4 Total - 52 LAND DESCRIPTION Part of the Northeast Quarter of Section Twenty-eight in Township Eighteen North, Range Four East in Hamilton County, Indiana, described as follows: Commencing at the Southeast corner of said Northeast Quarter; thence North 89 degrees 35 minutes 24 seconds West (assumed bearing) along the South line of said Northeast Quarter a distance of 579.48 feet; thence North 00 degrees 20 minutes 43 seconds East, parallel with the East line of said Northeast Quarter, a distance of 345.00 feet to the Point of Beginning; thence continuing North 00 degrees 20 minutes 43 seconds East, parallel with said East line, a distance of 529.50 feet; thence South 77 degrees 52 minutes 47 seconds East a distance of 298.33 feet; thence South 58 degrees 05 minutes 21 seconds East a distance of 266.92 feet; thence South 00 degrees 20 minutes 43 seconds West, parallel with said East line, a distance of 129.48 feet; thence North 89 degrees 35 minutes 24 seconds West, parallel with said South line, a distance of 265.00 feet; thence South 00 degrees 20 minutes 43 seconds West, parallel with sold East line, a distance of 200.00 feet; thence North 89 degrees 35 minutes 24 seconds West, parallel with said South line, a distance of 254.48 feet to the Beginning Point, containing 4.215 acres, more or less. C) C:j M LU CD 0- C> Cn. C M 43 X < LU k k " 00 Oi4z ��t :z C) 00 C= 0:: 00 �RO No. 9 2 0 3 5 0 STATE OF ///ZONAL A DATE: THIS DRAWING AND THE IDEXS, DtSIGNS 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. COPYRir.HTED BY THE SCHNEIDER CORP. (2001) 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 GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 06/15/01 904.005 DRAWN BY- CHECKED BY: PRC SHEET TITLE: SITE PLAN DRAWING FILES: R:\904\005\DWGS\C101 XREF: 005BS XREF: R: \904\005\DWCS\60BSOV XREF: R:\904\005\DWGS\904005TP SHEET NO.: (C RCR z Cd DATE: PROJECT NO.: 06/15/01 904.005 DRAWN BY- CHECKED BY: PRC SHEET TITLE: SITE PLAN DRAWING FILES: R:\904\005\DWGS\C101 XREF: 005BS XREF: R: \904\005\DWCS\60BSOV XREF: R:\904\005\DWGS\904005TP SHEET NO.: (C RCR