The URL can be used to link to this page

Home My WebLink About03090013 Townhomes at Hunter's Creek Large Plan pg. CCURVE TABLE ESTRIDGE DEVELOPMENT CO., INC. CARMEL, INDIANA RADIJS LENGTH CHORD BEARING DELTA 11 48.00' 75.40' 67.88' S43'00'00 1 90'00'00" C -2 28.00' l CURVE TABLE CURVE RADIJS LENGTH CHORD BEARING DELTA C -1 48.00' 75.40' 67.88' S43'00'00 1 90'00'00" C -2 28.00' 43.98' 39.60' S43'00'001 90'00'00" C -3 28.00' 43.98' 39.60' S47 °00'00 "W 90'00'00" C -4 28.00' 43.98' 39.60' N4500'00 "W 90'00'00" C -5 20.00' 31.42' 28.38' 343 °00'00 1 90'00'00" C -6 3600' 51.66' 47.34' 539'06'34 "E 82'13'09" REVISIONS: 1. PRC 01/16/04 REV. WALKS TO BE 3' BEHIND CURBS, FRONTAGE WALKS TO 5', ADDED REG. DRAIN ESMTS. NOTES AT ENTRYS TO REMOVE CURB PAINTED YELLOW LINE AT EAST ENTRY. \\x\ 1111110, C)\) C R OSE''', �,G \STE/ No _-0 920350 STATE OF I ''A S S /ONAL E�G '111111l1�i�� 4111/ ihmidi 4 DATE: 1 `-ek HIS DRAWING AND THE ID' AS, CONCEPTS CONTAINED HEREIN ARE INTELLECTUAL PROPERTY OF THE CORPORATION, AND ARE NOT TO REPRODUCED, IN WHOLE OR IN PART, THE WRIIIEN CONSENT OF THE CORPORATION. COPYRIGHTED BY THE SCHNEIDER CA SIGNS AND THE EXCLUSIVE SCHNEIDER BE USED OR WITHOUT SCHNEIDER CORP. (2003) I Schneider THE SCHNEIDER CORPORATION Historic Fort Harrision 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 _.J LiA W LCD u�rJ s S J bo t 11 3 5. 8. c! REMOVE APPROXIMATEL f 75' OF EXISTING; ROLL CURB w i17 w 0 _4 �I 0 r- aj 2 4' i LCD 12' 4 7 (c) 1 i 15' BL 1 4' WALK -j 4' WALK 2 STEPS °o o LINE "C" STEPS/ --5 STEPS J CL N 5 \65.51' INCOTT. ALL RADIUS AND OTHER DIMENSIONS FOR 2' ROLL CURB ARE TO BACK OF CURB IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HS PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR EACH UTILITY BEFORE WORK IS STARED. THE CONTRACTOR 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 STARED OR RESUMED. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH LOCAL GOVERNING AUTHORITIES. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE 0.S.H.A. STANDARDS FOR WORKER SAFETY. 6. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF THE BUILDING WALL. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. "moo THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN AREA PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 9. SERVICE WALKS SHALL BE NON REINFORCED CONCRETE 4" THICK AND 4' WIDE UNLESS INDICATED OTHERWISE ON PLANS. 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, CONTRACTION JOINTS AND PERPENDICULAR SIDEWALKS AT 5' INTERVALS OR LESS. 11. ROLL CURB SHALL BE DEPRESSED AT SIDEWALK INTERSECTIONS MARKED WITH HANDICAPPED RAMPS. 12. LOCATION OF SERVICE WALKS TO INDIVIDUAL UNITS SHALL ALIGN WITH PORCH STEPS AS CONSTRUCTED WITH BUILDINGS flfn,IcTRI I; -TFD AT RI III ARF fl fl P FTFD 1O UTILITY EASEMENT IN FAVOR OF INDIANA BELL TELEPHONE INSTR. #8800025 h 88 °00'00" ;4D? 4A j r 4 STEPS 4' WALK L_ STEPS 5 STEPS C 181.51 STEP N N DRIVEWAY PATIO (TYPICAL) I (TYPICAL) '(TYP. I 1 I 22.33' 5. 2 STEPS L88D0'Ou "E 1 STEP 26.24 41? Fl OA T4NT/0 .45 588'00'00 "E Lr. CD 10' UTILITY EASEMENT IN FAVOR OF INDIANA BELL TELEPHONE INSTR. #8800025 9.5' 9.5' 0 0 N 0 10' UT1I17 EASEMENT IN FAVOR OF INDIANA BELL TELEPHONE INSTR. #8800025 4H: 13' 2 STEPS D o ARANA DRIVE CEPS 1 STEP r 50' B z STEPS 1 STEP 26.24' RECORD DESCRIPTION (INSTRUMENT #200200096320) 1 STEP 17.33' 2 4D POINT OF BEGINNING 10' ELECTRIC LINE EASEMENT IN FAVOR OF PUBLIC SERVICE COMPANY OF INDIANA INSTR. #9006048 D.B. 335, PAGE 771 N88 Part of the Southwest Quarter of Section 24, Township 18 North, Range 3 East, in Hamilton County, Indiana, more particularly described as follows: Commencing at the Northeast corner of the Southwest Quarter of Section 24, Township 18 North, Range 3 East, in Hamilton County, Indiana; thence South 00 degrees 06 minutes 42 seconds East (assumed bearing) on the East line of said Southwest Quarter 1451.11 feet; thence North 88 degrees 00 minutes 00 seconds West 40.03 feet to the true point of beginning for the tract herein described; thence North 88 degrees 00 minutes 00 seconds West 715.00 feet; thence South 01 degree 03 minutes 53 seconds East 201.80 feet; thence South 62 degrees 24 minutes 21 seconds East 324.67 feet; thence South 88 degrees 00 minutes 00 seconds East 367.87 feet to the northwesterly right -of -way line for J.S. Highway 3 per Warranty Deed recorded in Deed Record 248, page 216 in the Office of the Recorder of Hamilton County, Indiana; thence North 16 degrees 54 minutes 30 seconds East on sold northwesterly right -of -way line 198.45 feet; thence North 00 degrees 06 minutes 42 seconds West parallel with East line of said Southwest Quarter 150.10 feet to the point of beginning, containing 5.00 acres, more or less. 5 WALK 531.04' 7 STEPS H STEP 483.04' J 715.00' 4 STEPS 1 STEP 2 STEPS 17.33' S88°O0'QQ"E 4Dj r- 4' WALK LOCKERBIE PLACE 330.62' LINE "B" LINE B" r- REMOVE APPROXIMATELY 95' OF EXISTING ROLL CURB DECORATIVE RETAINING WALL 85 OWNER J f `-1 STEP LINE "C" PATIO (TYPICAL) 30276,2' 15' BL 3 STEPS 3' 23.65 WALK LLJ L L REGLUTED DRAIN EASEMENT 30' EASEMENT AGREEMENT INSTR. #8329320 1-- I- LL 18' 18' ,k POINT OF BEGINNING 10' ELECTRIC 365 8 7 LINE EASEMENT IN FAVOR OF PUBLIC SERVICE COMPANY OF INDIANA INSTR. #9006048 D.B. 335, PAGE 771 Ip A)- 29.10' DRIVEWAY (TYPICAL) J 4" YELLOW PAINTED LINES AT 2' 0. AND PERIMETER OF HATCH AREA 3' 4' WALK DRY DETENTION AREA #1 100 YEAR ELEV= 843.88 7 EXISTING SIDEWALK TO REMAIN 50' B NEW 5' SIDEWALK TO REPLACE EXISTING SIDEWALK ON MARANA DRIVE 15' BL i EXISTING SIDEWALK. TO REMAIN V A RI5S El POINT OF BEGINNING 0' R W 0 NM- 20' REGULATED DRAIN EASVMEN1 I I If HUNTERS CREEK SOUTH REGULATED DRAIN EASEMENT PLAIILD R/W PER HUNTERS CREEK SOUTH, SECTION 1 INSTRUMENT 8516388 HOLEY MOLEY SAYS t e 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. ASSUMED NORTH SCALE: 1"=30' ]3]E1NFCL TBM1 RAILROAD SPIKE IN POWER POLE #838 -1812, 37 FEET EAST OF RHORER ROAD EAST OF THE NORTHEAST CORNER OF HUNTER'S CREEK SOUTH SECTION 1. ELEVATION 840.23 (NGVD 1929) TBM 2 NORTHWEST CORNER OF WALK AT THE STEPS FACING MARANA DRIVE ON LOT 1 HUNTER'S CREEK SOUTH, SECTION 1. ELEVATION 842.78 TBM 3 CUT "x" ON THE TOP OF THE NORTH SIDE OF THE AREA LIGHT BASE ON SITE. ELEVATION 847.85 IBM 4 CUT "x" AT THE TOP OF CURB ON THE CURB INLET ON THE SOUTH SIDE OF MARANA DRIVE AT THE NORTHWEST CORNER OF THE SUBJECT TRACT. ELEVATION 857.86 TBM 5 TOP OF THE CONCRETE MONUMENT AT THE SOUTHEAST CORNER OF LOT 39, HUNTER'S CREEK SOUTH, SECTION 1 ELEVATION 856.31 O 0 0 O 0 0 LIBICTI.E2Nla 2' Roll Curb without gutter 4' Concrete Sidewalk Handicapped Ramp Asphalt Pavement Chairback Curb without Gutter 2' Roll Curb with Gutter 5' Concrete Sidewalk Building Type PARKING SUMMARY 9'x20' PARKING SPACES 8 Total 8 DATE: 8/29/03 DRAWN BY: SHEET TITLE: DRAWING FILES: R: \4K \4409\001\DWGS\C102 SHEET NO.: PRC C102 PROJECT NO.: SITE PLAN 4409.001 CHECKED BY: JCC