Loading...
HomeMy WebLinkAboutConstruction Plans2o� 0 N ' O 0 N M ✓ � c EASEMENT FOR TRAIL SIGN. EXACT /�• LOCATION gVY1DTH T�YBE DETERMINED BY CARMEL ENGINEERING DEPT. �\ reek-- 1 © / C l \L`0\ *( O l O ♦ r;? 1 I 0 O 1 1 1 1 v 11 s + I I I i 1 + I , I � 1 � r + If 4 I 1� I I r � II Concrete I ---Approximate Limits of Flood Way Approximate Limits Per FIRM Map 18057CO207F of Flood Plain The Ritter's H.P.R. Per FIRM Ma 18057CO207F Instrument 2001-11120 6 p PC 2 I l d e 5 6 2 / N88' 12_49 „ E i r Teague, Stella L Trust 1 William T & Regina A i Greenwood John E. Graham inane I_ I PAVEMENT Warren E & Stella I SECTION L Teague Jt /Rs Asphalt Drive mW*T 9ET- bmim, I . rn 1.5" HAC #11 SURFACE / \ 7"#53 COMPACTED STONE BASE 2" H.A.C. #8 BINDER 3" H.A.C. #5D BASE 4" #2 STONE RANGELINE AND SMOKEY ROW ROADS PAVEMENT SECTION I LEGAL DESCRIPTION Part of the Southeast Quarter of Section 24, Township 18 North, Range 3 East in Hamilton County, Indiana, more particularly described as follows: Commencing at the Southeast comer of the Southeast Quarter of Section 24, Township 18 North, Range 3 East in Hamilton County, Indiana; thence South 88 degrees 23 minutes 47 seconds West (assumed bearing) on and along the South line of said Southeast Quarter 307.68 feet I to the Southwest comer of real estate conveyed to Tolpygin per deed recorded in the Office of the Hamilton County Recorder as Instrument Number 2002 -2496 ( Tolpygin parcel) and the POINT OF BEGINNING of this description; thence continuing South 88 degrees 23 minutes 47 seconds West 480.21 feet to a point on the East right -of -way line of the Monon Railroad and the point of curvature of a curve to the left having a radius of 1983.00 feet; thence northwesterly on and along said curve an arc distance of 957,33 feet to the Southwest comer of real 00 estate conveyed to the Carmel Cemetery Association (Cemetery Parcel) per deed recorded in the Office of the Hamilton County Recorder in Deed Book 278, Page 370; thence North 88 degrees 23 minutes 47 seconds East on and along the South line of said Cemetery Parcel 343.14 feet to a point on the West line of The Ritter's N.P.R. recorded in the Office of the Hamilton County Recorder in Plat Cabinet 2, Slide 562; thence South 00 degrees 11 minutes 45 seconds West on said West line 145.77 feet to the Southwest comer of said Ritter's H.P.R.; thence the following six (6) calls on and along the South line of said Ritter's H.P.R. 1.) North 79 degrees 59 minutes 29 seconds East 170.0 feet; 2.) South 81 degrees 08 minutes 47 seconds East 71.41 feet; 3.) North 67 degrees 57 minutes 12 seconds East 44.54 feet; 4.) North 88 degrees 12 minutes 49 seconds East 101.88 feet; 5.) North 57 degrees 13 minutes 24 seconds East 69.78 feet; 6.) South 60 degrees 35 minutes 56 seconds East 55.18 feet; thence South 00 degrees 21 minutes 44 seconds East 409.53 feet to the Southwest comer of real estate conveyed to Leppert & Hensley Mortuary Crematory, Inc. (Mortuary Parcel) per deed recorded in the Office of the Hamilton County Recorder as Instrument Number 2002 - 61980; thence North 88 degrees 23 minutes 47 seconds East on and along the South line of said Mortuary Parcel 270.10 feet to a point on the East line of said Southeast Quarter, thence South 00 degrees 21 minutes 44 seconds East on and along said East line 50.00 feet; thence South 88 degrees 23 minutes 47 seconds West 175.87 feet to a point on the Northwest comer of ` \ real estate conveyed to P.S.I. per deed recorded in the Office of the Hamilton County Recorder as Deed Record 231, Page 168 and the point of curvature of a curve to the left having a radius of 1903.08; thence southerly on and along said curve an arc distance of 358.64 feet to the POINT OF BEGINNING, containing in all 12.21 acres, more or less. Subject to the Right -of -way of 136th Street LEGEND Subject to the Right -of -way of Range Line Road TRAFFIC MAINTENANCE \ Subject to the Right -of -way of the Monon Railroad. NUMBER Subject to the Right -of -way of the Follett & Morrow Legal Drain Easement. SYMBOL DESCRIPTION REQUIRED Subject to all legal easements, rights -of -way, covenants, and restrictions. SITE DATA STOP STOP 18 BUILDING DATA v TYPE QTY. SPEED °o , 8 -UNITS 3 LIMIT SPEED LIMIT 1.7 ry � 7 -UNITS 6 ^ O 6 -UNITS 3 c_ L c' 5 -UNITS 7 4 -UNITS 4 v w TOTAL UNITS 135 STREET NAME 14 T� (SEE DETAILSI -02 \` UJ LO PARKING SHEET CX.XO) 2 GARAGE SPACES PER UNIT 270 ONE •DRIVEWAY SPACES (2x76) 152 WAY ONE WAY (LEFT) 3 ON-SITE OVERFLOW PARKING 76 ♦� 136th STREET PARKING 15 TOTAL PARKING PROVIDED 513 PARKING RATIO: 513/135 = 3.8 SPACES PER UNIT ONE ONE WAY (RIGHT) 4 • UNITS DENOTED WITH AN ESTERISK ARE n wwa LEGEND ARTERIAL PAVEMENT SECTION LINE TYPE / SYMBOL DESCRIPTION LINE TYPE / SYMBOL DESCRIPTION BUILDING SETBACK LINE CHAIRBACK GURB AND GUTTER REVERSE SLOPED EASMENT LINE CHAIRBACK GURB AND GUTTER • RIGHT OF WAY LINE CONC. ROLL CURB & GUTTER BOUNDARY LINE ASPHALT PAVEMENT SECTION p _ - - CENTER LINE B.S.L. BUILDING SETBACK LINE PAVEMENT RESURFACING 20' PAV EMtN I tiLU I IUN 10' PAVEMENT 10' ' AO% T 7 no/ 1" #11 HAC StRFACE PER PLAN .0 2" #5D HAC BASE 4" SSD 6" #53 COMPACTED AGGREGATE _ COMPACTED SUBGRADE TYPICAL PRIVATE ALLEY SECTION 'NOTE: PREPARED SUBGRADE PER INDIANA DEPARTMENT OF TRANSPORTATION SPI=CS No. 207. 2 z 24' a� o O I Q _ S' PARKING z W co Z SAWCUT w g CLEAN EDGE 1/4" PER Ft. (MIN.) �;; iSTING Pj1Fl4 SF`,� s r_ W C> U a W N 0 I 0 6- 0 O Lt_ W Q a W a g d N! W 0 I X W F Z W' 0 N 4) C/) to CN N O_? :3 XO m c U CL c= � _-0 Q C: O V It co a W Q O J ic R/W �.. O z Z O z W 2 - 16' FROM BACK OF CURB z =) Z 5' CONC. 1' 3:1 MAX. O O WALK FILL AREAS J 0 14 W Z o tJ 1/4 PER Ft. 3:1 MAX. W `2 ?y CUT AREAS Q y= W SMOKEY ROW ROAD WIDENING SECTION of Z w 'NOTE: PREPARED SUBGRADE PER INDIANA DEPARTMENT OF TRANSPORTATION SPECS No. 207. _Z F' v PAVEMENT Q 24' BACK O BACK _ (W� i I 10' i 10 ROLL 4' WALK ^ o ►rau Dmorz 7" #53 COMPACTED STONE BASE TYPICAL PRIVATE STREET SECTION (LOCAL) - - - ONE -WAY WITH PARALLEL PARKING "NOTE: PREPARED SUBGRADE PER INDIANA DEPARTMENT OF TRANSPORTATION SPECS No. 207. DRIVE LANES W DArV Tn clerk No. ( PE19500055 �♦ STATE OF i - -) a PIPE UNDERDRAIN (TYP.)��� ♦\ (v SEE DETAIL � �!NDIANP�' 2 10.5' DRIVE LANE ROLL 18.5' 2' U PROFILE GRADE AT THIS POINT 10.5' DRIVE LANE 8' PARKING z SLOPE 114" PER FOOT MIN. O 2 N °0 IIIIIIIIIII� � ~��N CD 111111 IIIIII LUamm� g �0 0 a 111111 IIIII I a m �� o ? �����II 1111111 _ - -4 Z a IIIIIIIs =oo -w ������� 1111111 Q m U _ ? z �; Q W Q g II�IIIIII) UJ U Z 111111 _ W � Z Q i w J ic R/W �.. O z Z O z W 2 - 16' FROM BACK OF CURB z =) Z 5' CONC. 1' 3:1 MAX. O O WALK FILL AREAS J 0 14 W Z o tJ 1/4 PER Ft. 3:1 MAX. W `2 ?y CUT AREAS Q y= W SMOKEY ROW ROAD WIDENING SECTION of Z w 'NOTE: PREPARED SUBGRADE PER INDIANA DEPARTMENT OF TRANSPORTATION SPECS No. 207. _Z F' v PAVEMENT Q 24' BACK O BACK _ (W� i I 10' i 10 ROLL 4' WALK ^ o ►rau Dmorz 7" #53 COMPACTED STONE BASE TYPICAL PRIVATE STREET SECTION (LOCAL) - - - ONE -WAY WITH PARALLEL PARKING "NOTE: PREPARED SUBGRADE PER INDIANA DEPARTMENT OF TRANSPORTATION SPECS No. 207. DRIVE LANES W DArV Tn clerk No. ( PE19500055 �♦ STATE OF i - -) a PIPE UNDERDRAIN (TYP.)��� ♦\ (v SEE DETAIL � �!NDIANP�' 2 10.5' DRIVE LANE ROLL 18.5' 2' CURB PROFILE GRADE AT THIS POINT 10.5' DRIVE LANE 8' PARKING ROLL CURB SLOPE 114" PER FOOT MIN. SLOPE 1/4" PER FOOT MIN. 1.5" #11 HAC SURFACE 2" H.A.C. #8 BINDER 3" H.A.C. #51D BASE TYPICAL PRIVATE STREET SECTION (LOCAL) 7" #53 COMPACTED STONE BASE TWO -WAY WITH PARALLEL PARKING 'NOTE: PREPARED SUBGRADE PER INDIANA DEPARTMENT OF TRANSPORTATION SPECS No. 207. AN DATE: 01 -13 -05 SCALE: 1 " =40' DD SHEET No. PIPE UNDERDRAIN (TYP.) C2mO SEE DETAIL