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HomeMy WebLinkAbout31I ■ • 1i I ■ 71 D 717 ,gyp !1 R o x v ,�3� 6 •� 00 AN IO X X X PLA T Prepared For. SCM Development, Inc. I :I P` PRIMAT 90 Executive Drive N Suite H Carmel, IN 46032 13 o TOTAL V" 317-814-5400 x x Prepared By: Weihe Engineers, Inc. SCALE: 1 " = 50' 10505 N. College Ave.S-2 Z U AVIN G 0 Indianapolis, IN 46280 E 0 25 50 100 317-843-0546 SUBMITTAL DATE: DECE'MBE'R 15, 1999 �x x Part of the East Half of the Southeast Quarter of Section 3, Township 17 North, Range 3 East in Clay "'JeN T '44 09, � . r AIW Township, Hamilton County, Indiana, being more particularly described as follows: (ieaStTiUl?t) I Commencing at the Southeast Corner of the Southeast Quarter of Section 3, Township 17 North, Range 3 East in Clay Township, Hamilton County, Indiana; thence North 00 degrees 00 minutes 00 seconds East (Assumed Bearing) on and along the East line of said Southeast Quarter, 605.07 feet to the POINT OF 3 w' x S 89'41'13" W 1012.70 e . �� > x 5I8" REBNI ( P.. (PIVD) x BEGINNING; thence North 89 degrees 41 minutes 13 seconds East on and along the North line of a parcel x N 89`41'i'3" -r 4"6M9� -"" T ""-' '� "` - - - - "'� - - -"- - - - o_ of round described in Instrument Number 8906026 recorded in the Office of the Recorder of Hamilton - 9 .o k ---...,.-= M1 x x , 1 CONSERVATION, S.S,D.UE. S 89'41'13" W 253.90' 15>�CONSER TION, S.S.D.U.E. _ N 89'41 13 E 261_10 15 CONSERVATION, S.S.D.U.E. County, 709.52 feet; thence the following five (5) calls along a portion of the East line of a parcel of ground described in Deed Record 259, pages 97 & 98; thence 1.) North 46 degrees 31 minutes 00 seconds West 128.03 feet; thence 2.) North 60 degrees 45 minutes 00 seconds West 237.38 feet; thence 3.) North z--`�,,✓'',�'' PROPOSED 50 Fi. HALF RI OF WAY LINE G�if 17 degrees 07 minutes 00 seconds West 105.55 feet; thence 4.) North 06 degrees 11 minutes 00 seconds i�'�„vim •' , PER THE an of cARMEI ! (. TOWNSHIP 1 COMPREHENSIVE PLAN UPDATE, ADOPTED East 261.30 feet; thence 5. North 00 degrees 30 minutes 00 seconds West 28.57 feet; thence North 89 , - " "� n' J�9 T �; I SEPT. 30, 1985 AS ORDINANCE No. D-451 x g ^ti ins I >` I o x degrees 41 minutes 13 seconds East on the South line of a parcel of ground described in Instrument �,.'� x _� i x Lij 8906025 a distance of 1012.70 feet to a point on the East line of said Southeast Quarter; thence South 00 X degrees 00 minutes 00 seconds West on and alongthe East line of said Southeast Quarter, 594.93 feet to I x"Oo�-� --�+ °, o LOT 4 I I x the POINT OF BEGINNING, containing in all 13.13 acres more or less. r" f x t I N �7 ly /^� �1 [tI vi _ This subdivision consists of 6 LOTS, number 1 through 6, and two common areas designated as Common C I x 1 • / 3 IrRG �J Areas A, and B, together with streets, all as shown on the within lat. The size of the lots, common x LO / _i LLJ inn areas, and the width of the street rights-of-way is shown in figures denoting feet and decimal parts thereof. .ti'S, 148 r.7 `f• • T• x ! I N �.,.__ d cel x Z All Common Areas subject to variable width Landscaping, Drainage, Sanitary, and Utility Easements. 17 I LTJ x ,f .� z .51 ACRES LOT 6 °° �' _ O •Z N O 0_ 65, 587 SQ. FT. a � .f 1.54 ACRES CDN g., x_.. ,.. .- _ �� z cq w - o 17'- X w 834 __ , �fx4b*A j�� f 66, 99 FT. x o Q, x x x 17'- F h x,x ( _. t,: o x z X X F- x. , I z xHE STORM, STIR. #702 ^� x x o w C) c ., -'� x T C-830.70 0 I { N rn ^�"'� INy.�' 26,70 � L x 00s -k c�` )i FJ.` ��� --,.. 40' w0 ( x 40' S x b» S. _ _ ,r L. y{y�jx ,'" " ' . �� ✓' 3 5 �"- *``sic- Tr`-- x 3 5 ' S . S : U 8..` �+ X / ... .. M V •n F� LOT 3 X x , WATER 8.. WATER; ,J i 2.95 ACR �. x WATE oy 128, 513 S FT. x t, x sPR i GWOO& x x ry s� t � . a L / CommonArea A sPR i Ncw000 X - _. _ f _ - 4 ACRES (ill I x x L C I� �� 0.44 �. t Common Area L �' x x f 0.13 ACRE x k� ,, i i �� ; ` T ¢ ± 19,166 SQ. FT.'_____T-_ =-- GW OD x p ��y Xa ,.., x 1..'- t r _.- ...-i xsf ". `�`" 1✓ Q• • v-� L(� VV f - � f 5, 583 � \ w ,. SPR I NGWOOD I 0 CD X STORM STIR. #701 o �_ LM ar RM WAM af& MW A3 x T.C.=830.70 W 3'' s X WOOD 0 1.2 . SLOPE S o M Raoc IIIII�II: W. � INV.=826.30 � � � ., _ _ ._ \ � -----'� SDR 35 PVC _� ,.�.` -10 . U , rt .' I � I Na 10=1 0012 C. Er�em+e W 1% trn. ©F 8 cn 327 --- ._ _. ' ®PEN SPACE CALCULATION TABLE \ / 35' S_s_.U_E. i ,; „� �-�, Common Area C X ' F \ - 40 x STIR. #810 x 40 B.S.L. TO TAL A CRSS OF SITE: 13.13 A CRES \� r ' ,f �. - - T.C. .25 x x 0.008 ACRES MINIMUM NON QUALIFYING SUBDIVISION OPEN SPACE (12.5%)=7 1.64 A C± . SAN_ STR.so9 , 14, INv.-83o. 360 SQ. FT. / ® °T.C.=830.0b I OPEN SPACE PR 0 VIDED = 0.578 A Cf S \\ 1 (�l'� N � �E'` INv.=826.00 i F r x X x 9 I N „ x.. a 60.N 001 ' �Fc\ \ STORM STIR. 700 i , » i " N AREAS OF OPEN SPACE AND ACREAGE F2� �' CQNC. ENQ, SEC. ; o OF 8 SDR 35 PVC ®0.509 SLOPE oN,, n w x \ \ 4i o v) LOT 2 » x.38. \x INV.�823.Ot,1 � � ,, -� -� 834---, � °' COMMON AREA A - 0.44 ACf °° n Q o COMMON AREA "B" - 0. 13 ACf sF�G9� x / ii SAN. STIR. #sos f 1.66 ACRES 833,X� \ 1 x U o \ T.c.=s3o.a f 1.89 ACRES COMMON AREA C - 0.0 0 8 A Cf °? \ / `� INV,.=s25.7 f 72, 508 SQ• FT. 0.5 78 A Cf sso t .1 829 249 SQ. FT. I Ld I Q •-_...-....._,�---�-- ��, 172' OF 8" SDR ,35 PVC 0 6.89 SLOPE � �, ` °� X `; � x x v� 1x SOILS LEGEND The first capital letter is the initial one of the soil name. ��}' \ I 1 I x The lower case that follows separates mapping units having ��. \ I r names that begin with the same letter, except that it does 111 I ' not separate sloping or eroded phases. The second capital_89'3§75_9"E - �_ __ __._. ._�A- -' letter indicates the class of slope. Symbols without a slope \ N 89'39 59 E 327:90 15 CONSERVATION, S.S.D.U.E. S 89X42 22 W�51.6'' '15 CONSERVATION, S.S.D.U.E. letter are those with a slope range of 0 to 2 percent, or = -�- - -- --^ �- -- - �- - '-- - �~ - --- - P MLXFW) they are for miscellaneous areas with considerable range of cam. war. /6" REBAR (SE) r. slope. A final number, 2 or 3, in the symbol indicates that -- SAN. STR. #807 S 89'42 22" W 709.52 x x the soil is eroded or severely eroded, respectively. ! �O T.C.=818.0 P $- v a o ° - a 1 S� INV.=814.0 � W. ANl I:N LAAT ��il.r MmA Miami silt loam, 0 to 2 percent slopes ( ( (HgD x x' e I4 MmB2 Miami silt loam, 2 to 6 percent slopes, eroded Call 1-800-382-5544 ��� ' \ $" { PROPOSED 50 FT. HALF RIGHT OF SDR 35 PVC WAY UNE I x "� p oU t PER THE CITY OF CARMEL CLAY TOWNSHIP r Sh Shoals silt loam 2 WORKING DAYS QPS� F�-a \ OFF SITE SEWER EXTENSION t COMPREHENSIVE SUP ED > ❑ e d a a d 54 A ° ; - ° V \ SEE CONSTRUCTION PLANS x BEFORE YOU DIG. , STRAW BALES BURIED 3" ROSION CONTROL SEEDING DINTS EROSION CONTROL SEEDING LIMITS STABILIZATION PRACTICE: JAN. FEB. MAR. APR MAY JUNEJULY AUG. SEPT.00T. NOV. DEC. ^ T' ` x • PERMANENT A •11K 1"-H.A.C. #11 S FACE09 ' STORM BEEHIVE, 3'-14 REBAR STAKE i SL - I ON PLAN SHOWN _. I I- I (_ I E 'I '1 I I DURMANT a SEEOING O F ' �c ® 2"-H.A.C. #9 BINDER 2'XG" SILT TRAP ttCAh BE SLOTTEDRISER ( bF STRAW BALES) - 11 -III__ _ _ -'Ill - I I i III ('�"-) TEMPORARY c�-9 Oji. SEEDING I (p 1 } �I f --I y�tt3 3 ; .. ��m • 2"- 53 STONE PLAN VIEW g£ g�� t� � rSUoeu£s)5 DRAINAGE SWALE SECTION ./////1/////'�-i. SODDING rX..;x o �M �{ D xl O v 1 1 /gEE Eryg� 3- 4 R STAK 3" STRAW GX6' SI (NO �) MULCHING G X 00 4"-2 STONE T TR X6' SILT TRAP EROSION CONTROL: O �2 A TEMPORARY SEEDING MIXTURE IN THE AREAS WHERE STRIPPING OR FILL HAVE BEEN GRADED SHALL BE SEEDED FOR SILT EROSION A � KENTUCKY BLUEGRASS 40 LBSjACRE: CREEPING RED FESCUE 40 LBS/ACRE: PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 20 LBS/ACRE. I O L11 IjJ. I PROTECTION. AFTER GRADING, ALL CONSTRUCTION AREAS ARE TO BE SEEDED AS FOLLOWS: B - KENTUCKY BLUEGRASS 60 LBS/ACRE; CREEPING RED FESCUE 90 -'TLu I LBS/ACRE; PLUS 2 TONS STRAW MULCH/ACRE. OR ADD ANNUAL RYEGRASS 30 LBS/ACRE. I ?� A. SWAL.E SEEDING: SEED AND FERTILIZE WITHIN CONSTRUCTION I x COMPACTED SUBGRADE ^ LMTS WITH 5//ACRE "REDTOP GRASS"E -BLUEGRASS". 'FESC C - SPRING OATS 3 BUSHEE w% Aro) SECTION VIEW A20R/ GRASS-, 201/ACRE 251/CAND UE" 800#/A800#/ACRE i FERTILIZER D WHEAT OR RYE 2 BUSHL/ACRE. k PAVING SECTION BALE PLACEMENT B. CUT/FL SEEDING (LONG PAYED AREAS): SEED AND FERTILIZE "FESCUE', -RYE E - MWtML RYEGRASS 40 LBS/ACRE (, LB/,000 SO, ff.)ASPHALT •• �7 ----- -- FOR EROSION CONTROL WRH 251/ACRE 201/ACRE GRASS". 151/ACRE BLUEGRASS" AND 6001/ACRE 12-12-12 FERTILIZER. F - SOD Southwest corner of the Southeast Quarter T S THE LA �� W (NO SCALE) NO SCALE MAINTENANCE: T.JNSPECT THE STRUCTURE PROTECT" AFTER EACH STORM EVENT C. SEEDED AREAS SHALL. NAVE A SUITABLE MULCH APPLIED FOR EROSION AND SILT CONTROL MULCH MAY BE STRAW, SNI!?OED HARDWOOD OR EROSION CONTROL MAT, G - STRAW MULCH 2 TONS/ACRE. -IV- IRRIGATION NEEDED DURING JUNE, JULY, AND/OR SEPTEMBER. Of Section 3, Township 17 North, Range 3 East. I 9 • •"• _ " - " - "- " °" "-' "' _'" ."" '', ` 0. DEVELOPERS OPTION CONSTRUCTION AREAS REOIIRING EROSION 2. REMOVE ACCUMULATED SEDIMENT AND MAKE NEEDED REPAIRS. ++ IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD. AREA MAP SOILS MAP INDIANA UNDERGROUND PROTECTION SERVICE, INC. 3. WHEN DRAINAGE AREA NAS BEEN STABILIZED, REMOVE ALL SEDIMENT CONTROL MAY BE HYOROSEEDED IN ACCORDANCE WITH ABOVE SEED AND CONSTRUCTION MATERIALS, GRADE DISTURBED AREA TO ELEVATION AND FERTILIZER SPECIFICATIONS. SEASONAL SOIL PROTECTION CHART OF TOP OF INLET AND STABILIZELl I _ ■ ■ I' I` I' I' I' I' f I' T I