Loading...
HomeMy WebLinkAbout06030005 Preliminary Plat Rcv. 2/17/2006 DOCSFi�_��,_ [L�'-flZ-9 of�� ��_` l � ,.;.:: 11221119 0 riml i; inters C.; r C I; (Y 0 p __� I. 2, Inst. 11. 1 1,4__ "f C ;f r________ __._____._ 1 91. S. of :����i . Line �! VII J r, 2 L1 18 - 0 3 f. ,51a U DLI+S Capped Reba ►_ cl_- Flush �� t r _ 7 �_ � I 1 v - u Hunter r i . ---..-"-. . t � rr co 0 0- L_ 0- __._ - I 00 I --%, - c\J M 0CIO Q) C6 V) 00 ._4", 0 I**---/ 0 LO . . Zr11__ 00 C\1 r-r-) T_ W w C-\! ^ -- `4 _- If) °_ Q) (:z .- 0 J 0 -� I) 4­1 t O 1.�_ I 3" .� S Capped ( `�-�= = �, - rcl r Found Flush r-` _� ( ' 1 (r rl r , t _. o � . :_.. o n _, r ., �.jr, S6�',Z>� 3 t' 1 / I�J� •i?0,,`' ;C,,� - _ _ 3 . i _) I Q -% (D) I S �n . e i,. U'' ' DLDS Ca ed ° R� b a Set , lush Z O.2' W. of Con c. . l`_ ,A o n u n'1 P n t e_-1, i 0.13 ACRES 7H Ir 4 `\ elm 6023.10 S.F. 5 0.15 ACRES _' 6 - - : { �e 7 0.12 ACRES _ Y-) c-',.1 0.13 ACRES - l ) �3 9 , 0 r -1 o 5521.91 S.F. _4. 0.18 ACRES O 11 () Conc. Monu. Found @ Prop. _r a ,e 87-t-31764 146th STREET (Public) _ _ _ _ _ - ' 1� - - - - 24 -18- 3- N. Line N.W. 1/4, Sec N.E. Cor. N.W. 1/4, N.W. Cor. N.W. 1/4, N88 °32'48 "E 2603.44' I Sec 24 -18 -03 / Sec 24 -18 -03 I Harrison Monu. Founc Harrison Monu. Found per C.S. Ties per C.S. Ties I I .� . . .-�W^ 00 . _� -,:�- V__T �� . a - ,-* I 0 O � I (n ° S'- O O cn P.O.B TRACT 1 AND EXCEPTION .-. � _ 0 : N d- CO :3 07 N o O N cn ° 0 O Cn � I- ,P /_ * n P r IA e-,, Kz P O O w L0 MN ° 00 P Q o I O fc_ Q:� L_ z L`) P PP 12 P r r >A PARCELS AREA: 0.1] ACRE jr- I � ­�_ a I . � i C ;85.60' 1 \ ✓ r��'xUavo��b,�E 8257.76 S.F. 'NV�;��� 840.55"' ' LQVS_ .SOUTH 146th STREET (Public) _ _ _ _ _ - ' 1� - - - - 24 -18- 3- N. Line N.W. 1/4, Sec N.E. Cor. N.W. 1/4, N.W. Cor. N.W. 1/4, N88 °32'48 "E 2603.44' I Sec 24 -18 -03 / Sec 24 -18 -03 I Harrison Monu. Founc Harrison Monu. Found per C.S. Ties per C.S. Ties I I .� . . .-�W^ 00 . _� -,:�- V__T �� . a - ,-* I 0 O � I (n ° S'- O O cn P.O.B TRACT 1 AND EXCEPTION .-. � _ 0 : N d- CO :3 07 N o O N cn ° 0 O Cn � I- ,P /_ * n P r IA e-,, Kz P O O w L0 MN ° 00 P Q o I O fc_ Q:� L_ z L`) P PP 12 P r r >A PARCELS PARCEL AREA ACRES AREA S.F. 1 0.19 ACRES 8257.76 S.F. 2 0.12 ACRES 1 5274.07 S.F. 3 0.13 ACRES 5717.06 S.F. 4 0.14 ACRES 6023.10 S.F. 5 0.15 ACRES 6413.17 S.F. 6 0.16 ACRES 7110.71 S.F. 7 0.12 ACRES 5212.31 S.F. 8 0.13 ACRES 5517.54 S.F. 9 0.13 ACRES 5521.91 S.F. 10 0.18 ACRES 7633.98 S.F. 11 0.19 ACRES 8209.54 S.F. 12 0.18 ACRES 7913.64 S.F. 13 0.12 ACRES 5213.87 S.F. 14 0.14 ACRES 5977.33 S.F. 15 0.16 ACRES 6966.01 S.F. 16 0.15 ACRES 6360.91 S.F. 17 0.15 ACRES 6352.83 S.F. 18 0.16 ACRES 6956.95 S.F. 19 0.15 ACRES 6640.70 S.F. 172 0.47 ACRES 20358.55 S.F. 183 1.33 ACRES 58119.42 S.F. 190 1 0.47 ACRES 20403.77 S.F. 7 v LnN Ma; on W ON 0 z EXISTING LEGEND eSewer Mcnhole I;c Fire Hydrant a Water Va ve o Column OWNER /SUBDIVIDER: Fence Lire x x x x Tree /Woods Line D Deed Dimension P Plat Dimension M Measured /Calculated Dimensioin -0 Utility Pole b Guy Anchor PRELIMINARY PLAT LEGEND D. & U.E. = DRAINAGE AND UTILITY EASEMENT D.0 & S.E. = DRAINAGE UTILITY &SANITARY SEWER EASEMENT R = RADIUS L =ARC LENGTH Q PROPOSED SANITARY MANHOLE D PROPOSED STORM MANHOLE /INLET _Vw:� PROPOSED WATER HYDRANT x PROPOSED SIGNAGE SUBDIVISION NAME: VILLAGE ON THE MONON OWNER /SUBDIVIDER: PHIL'_IP &DAVID STEWART P.O. BOX 374 CARtAEL, INDIANA 46032 REGISTERED SURVEYOR: MIKE DEBOY 501 SOUTH 9TH ST., SUITE 100 NOBLESVILLE, INDIANA 46060 (317)- 770 -1801 ZONING DESIGNATION: R -1 /RESIDENCE DISTRICT STREET LENGTH TABLE STREET NAME LENGTH TOTAL AREA: 6.6t ACRES JEFFERY COURT 544.20 FT OPEN AREA: 2.7f ACRES = 43% OPEN AREA POND AREA: 0.6t ACRES STREET A 517.80 FT NOTES: - PROPERTY DOES NOT LIE ;N FLOOD ZONE - ALL STORM PIPES ARE 12" RCP - ALL SANITARY PIPES ARE 8" PVC - ALL WATER LINES ARE 6" DUCTILE IRON - BUILDING SET BACK INFORMATION 20' FRONT O' SIDE 0' REAR Y_ -.-$, E-.. �_ - , f - _ 1. - - - - - - - V °_ - t3 --yam¢ .5 - �"� - - - - - - _ : - - - __ sr+ - _ +'" i # _ I , . � . W. W'­ . __ . , I I e - - - - - 6' -y #a _ - _ -`-'' -( _ _ �'" ..eat -A �' :! - •. 8 - .,e, -1 I 3 - -� _a ___ _ - _ _ __ _ a ,, _ _ - - . "h'�. R `- _ - - . z . - - - .�. �o - -n ar _ - w,. ,� ' -'# � r..v- ^.w..�.x+� s -4.. i+.r T _,s, �4 '- a - .. • t a _ 4 _ _ - , � �. _ A � - } § - $ _� w - � - - j , __ 111 the - - - _ - -, -. _ - _. - - -.e' irdi,[ -s'_., 'sue_' - - --y 3. - _ - ''- - -- i t - z. 'i'A _- f _ _ . . _ ~fir F i - ,�, :_ - I I t - - _si� N ' may` - R _ - - - -- i - - - _ - Y IL { tie. _ y„ - = 1�I , _ _ - -g.J' i 7 l.,`- F,. - _ ' - g i _ -`E- p -a. - - 7 t _ 41 _ -: - _ { _ _ i _ - °,� t it ! `> - ;� _".c �f +". _• -r '." - 7-1 r . �. - �� r I e_ t. , _ - #.. € i -3 - -ens s _ _ _ _ �k3 'FrE -i 4 -.. rte, yL_'� _ - {� _ L 1. _ c..__- .yam. �. X - _ - -ik i - '1[ ' - - -.f l - '+Ca _ _ o. Y.'=- "y. _ _ - - ��� ; -1 it r _ r -' _ i s $ j t - ; r 'tom i . - T z . #a,. - - # Ft. ` - - l _ . � - _ _' '� tom" >: __ _?,I i - y , - _ -e - Q1E� . - 3 - - - - - '' - - - _ , I , 2r _ 1. s= _ ,,,. -. -t { 1 - is F �,' a y. j °'g ; - fi PC � A - - - - - r - - - � _ 'ice - : 3 = `° u,y _ 11 ate.!- -{� 1_ 7- �j+ Sr, � r S iF� �f e : P-i Ff 7 ' - _ a -- „� y .t<.e7l ��° -'Fi rimer. l►lf�.i5i .:+`s 71` - - - _ - is -'= _ - "'. _ .. - - _ .,. - �.i..a..E - M.�6«+*i. ,r=te•- -taw► �. . - a*-` ! s._-!! - - i " �e.� -. _ ,.�.. _ s # _ - _ Y s y+ is t a ; Z� s _ r - _ F~ j _ _ q__1 -- - - - E • s . - r` - s_ -�e - s \ f` Y - fc - -. E t� _ ,:v`n. : r a I - 1 -� -. < 's 1 `4 -.+�� - pis •Q .E �- _ _., , _ _ l.�s +G �.I E _ - _ '�,H-_z�.« 7 3 - t - e g � - _ ,b - - - - --r , .. . -- a - - t I ,� � - rte ° r � ; � F y ?r •, _ - # - - ' - 7 7 -_ -_ t . 3 _ `� i - V? = -_ , =X -t� - _.r.T. �:.,+�- t - 1 } y r - y„!c _ tdA. v : �l.: y f•'p fr iF - - _ _ _' °sj . t -s:,f + , ya -�`sc �= s 4;, .- _. '_ ., � i - - tea - - 'v _.'. _ - � 'a s °' • �-+ - .. - T r - �'°- � _ :3.. 1. p i•�, _ ' „` , _ { - s . - * � - f.3-r . _ f -, E } .'Y 3q_ _ _ : _ 11) - is �: 6 * .. _ T. 11 . e f 4 -- .� _ t= - ' �- g , 4, � £: � ; € -; .- : - Vie. _ - , . -.� f r'� -® _- _ , _ r . , -_ _ - � � - - #'T +# lqi i }t�6 Y �.xa.t['ti `lie _i�`F i s T3: - rr . {.l - �-�t^ LOCATION MAP MmB2 HOLEY MOLEY SAYS "DIG SAFELY" . . 0 � � co � . . S I.- _.- W O�V% - - ---I- _� - U - S: --I- Q) z ft co -1 � . r � - 19 to Z I 11"Co . � , � f _ - J.-_­'. ..... aft 0) ., llml� C; r � �_ � ,_Q .. Z Q) z to �, �� J C) a 0 ,� o o CO II j �w�� II W ��go°' 1­_�_.­. . 0 N � � *a N I 1� � _..1_1___�__._ �_­­,_ (A 4) :z ___ I - __ - - - . I— Q 16 M � tl_­_ ..__ V" 9 1�­,­�-,_­ _- . _. -, _- T, 11 z 2 `: J � N! Ci -1 .� C h�ti., O �' = �r,'�01a �. // Q m O W CK a rL W a \,P,�,A'5 �. 0?.­ V9-1_�_ 1 1 �.451�,? � . _\0 \I� 1� 0?-.- \ cG PP �` °� W P CL , 14 ,� 2 \ < : �_ U) G DATE DESCRIPTION 02 -16 -06 TAC SUBMITTAL M 0 O d' z . F� -.40 < 0 *41% Fn I Z Q= W � >�== :2 . < < ! U 0 , - I z . 0 < , I -- .. - O ryo Q� I I 10� . I (D Uj ; ` - _� 0� , , . < 1: , 0 . -J o N I � - - M r . � I i . � I , -, Corner - t'l 8 -� Yv! s$s- 4.3 ,b5 w J{J.7 TJ ..iv ZS J y y' L t .� l :r iVi) " �C i I T � ° 5 7 I`� I ' 0 I Mo 3 1 I :, I I , P.K. Nail Set 20' `Y /d der Line F�sm t. I I I I I . s . ­ � o rer I ea ovr.� �,ec. _ _ SOILS MAP 1� Ins--t �a,� -, , � -, ��� - �- - -�--° �`-- '- -�;��� 1 1 lnst. #9022654 Rohrer Meadows, QC. One-13 I Br-- Brookston silty clay loam - In._t ;,L�6Q�'348 (pi.. Pg�,_;� lnst. #906719 Z� � , . - I - , ;�� I ! I EXCEPTION This poorly drained soil has a seasonal high watertable above the surface or within 1.0`ft. and is in depressions and narrow r , 71 ,el - ­_ - r:.� n,, ,r -� .� 5 7 \, _ drainageways on uplands. Slopes are 0 to 2 percent. The native vegetation is water tolerant grasses and I ej.. C1 _ t; �' . , �. I 1 I ' TO hardwoods. The surface layer is silty clay loam and has moderate or high organic matter content (2.0 to 5.0 percent). .­ ­_ `, ,//l ' 2 0 San. Sewer E s ni t. TRACT 2 Permeability is moderately slow (0.2 to 0.6 in /hr) in the most restrictive layer. above 60 inches. Available water capacity .1 _,� V1, 11 �'� is moderate (8.8 inches in the upper 60 inches). The pH of the surface layer in non -limed areas is 5.0 to 6.0. This soil is /j 1 1 ( �- I n S t #85-4868 (13k. 2, P g 730) hydric. Wetness is a management concern for crop production. This soil responds well to the drainage." "IT'S S T LAW" -- ---• -- - I I I CrA -.- Crosby silt loam, 0 to 3 percent slopes CALL 2 WORKING DAYS BEFORE YOU DIG T� ��`'� .1 I I I EXCEPTION NORTH This somewhat poorly drained soil has a seasonal high watertable at 0.5 to 2.0 ft. and is on rises on uplands. Slopes are 0 to 1-800- 382 -5544 I P. 0. B TRACT 2 8c EX . 3 percent. The native vegetation is hardwoods. The surface layer is silt loam and has moderately low or moderate organic �` ' I I I I matter content 1 0 to 3.0 percent). Permeability is very slow < 0.06 in hr in the most restrictive layer above 60 inches. CALL TOLL FREE I - C' �_� 5 `� , n C� To S. E. Cor. N. W. 1 /4, Available water (a• capacity is moderate 6.6 inches the upper 60 inches). The H of thf; surface layer n non -limed areas is PRELIMINARY PLAT P y ( PP P y I 1 I ( TRACT 2 Sec 24-18-03. M a - ail I 4.5 to 5.5. Droughtiness and wetness are management concerns for crop production. THs soil responds well to tile drainage." I ��`,I �! j��l �? �r � . � � � 1 � SCALE: 1 " = 40' g I 1 1 Found & Held I MmB2- -Miami silt loam, 2 to 6 percent slopes, eroded �� �/ S � L� 0. 0 6' 1 1 I I ° > » PER INDIANA STATE LAW IC8 -1 -26. Q g 5 W 1414, 5 8 (D) This moderately well drained soil has a seasonal high watertable at 2.0 to 3.5 ft. and is on rises on uplands. Slopes are 2 to 1 I I S88 3 „ 6 percent. The native vegetation is hardwoods. The surface layer is silt loam and has moderately low organic matter content IT IS AGAINST THE LAW TO EXCAVATE I / Q ' I ' _ _ 1.0 to 2.0 percent). Permeability is very slow < 0.06 in hr in the most restrictive layer above 60 inches. Available WITHOUT NOTIFYING THE UNDERGROUND l � \� `� ��� �� -�,-� �t 5 t � N 88 39 57 E(M) - - .- - - - - - _ _ ( P ) Y Y ( in/ hr) Y° a table water �� I I I I Ea S ( _ _ - .--- -- - - - --- - capacity is moderate 6.2 inches in the upper 60 inches). The H of the surface layer in non -limed areas LOCATION SERVICE TWO 2 WORKING DAYS p y ( pp ) p ye eas is 4.5 to 5.5. � ) I I N . Ln . Hunters Creek 11 - - - - ---- -- - - -' - ) _ Droughtiness and water erosion are management concerns for crop production." BEFORE COMMENCING WORK. I R _i PCB Q r c 1 -i ri,(nl 1415.93 (M) - . . - - .- P 1. 1 � �� , - - - --- __ ___.. ____ .---. . __ - - - - - __ - - __ --- .. __ - - I - - - - - - - ___ __ - � - . - - - - - - . - - - - - __ - - __ - - CLIENT NAME: THE ANDERSON CORPORATION MR. JIM ANDERSON 12900 NORTH MERIDIAN ST. SUITE 380, CARMEL, IN 46032 PHONE: 317- 848 -5000 FAX: 317- 848 -5001 © 2005 DeBoy Land Development Services, Inc. DESIGNED: KJR APPROVED: KJR DRAWN: RCB CHECKED BY: KJR SCALE: 1" = 40' DATE: 02 -16 -06 PROJECT NO.: 2005 -0006 � � I:isl PROJECT: F:\2005\2005-0006 - The Anderson Corporation - Rohrer Road Subd \ENGINEERING \DRAWINGS DWG: 20 5 -0006 CNCPT 1.dwg PLOTTED 8Y: CLAUDE L HATFIELD DATE: Thursdery, February 16, 2006 5:13:25 PM