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Home My WebLink About054-90.7ASHMORE TRACE PRIMARY PLAT ZONED S-1 36.05 ACRES± SUBMISSION DATE: APRIL 16 , 1990 DESIGNED BY: - WEIHE Engineers,,A7)Inc. nr NORTH UNE. NW 1/4. SEC 22-T18N-W/ 1 th STREET y NW= 410-E — 1314.68"— - S89'SS'4YW — SM.37' SOUTH UNE. NE 1/4. NW 1/4, SEC 22—T18N—R4E PREPARED FOR: SAFCO DEVELOPMENT CORP. 12220 North Meridian Street, Suite 155 Carmel, Indiana 46032 Telephone: (317) 843-1309 PREPARED BY: WEIHE ENGINEERS, INC. 10505 North College Avenue Indianapolis, Indiana 46280 Telephone: (317) 846-6611 Ze1.2 FI 337-77 � J 74 p SI Trader 1 Park It I "t EAT S ! ! 4 HIS. _ r er •• (V AS L'S pE TIAL > SM - - .;9G a SN o� ^ 150 FARM Still V I t 22 --• / o d DITCH -_' 778, o ^ 131st Skget A _ AREA MAP I"•2000' o/ h, -u-512 acid Vooh11-7 >i// 335. 1? /� _ 50' RIGHT-OF-WAY -__ - -� 1 j -° ` 30 - --- I� J15 `� 15' 15' R �js I , ` 4 1 -,. P-42 44183 1. // s • + 1'(m1n) 4 4' V(min) S.F.- / CONC. WALK CONC. ROLL CURB TYPICAL SECTION—LOCAL STREET / '► (NO SCALE) / d STABILIZATION JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. GCT NOV. DEC. C- PRACTICE ------------------------------ r/ PERMANENT A��•////�////'�;�I/� 4. " SEEDING DORMANT -- B - - -------- - - - - -- -- B •.`� C/ SEEDING - ----------------- �/ T RARY CD�.� LLCEND & NOTES LEGAL DESCRIPTION ASHMORE TRACE All that part of the Northeast Quarter of the Northwest Quarter of Section 22, Township 18 North, Range 4 East, located in Clay Township, Hamilton County, Indiana lying Northwest of the centerline of the Emily Vestal Ditch (an open legal drain) being bounded as follows: BEGINNING at the Northeast corner of the Northwest Quarter of Section 22, Township 18 North, Range 4 East (stone found); thence South 00 degrees 03 minutes 52 seconds west (assumed bearing) 616.62 feet along the East line of said Northwest Quarter to the centerline of the Emily Vestal Ditch (an open legal drain), said point being North 00 degrees 03 minutes 52 seconds East 704.51 feet from the Southeast corner of the Northeast Quarter of said Northwest Quarter; thence Southwesterly along the centerline of said ditch to the South line of the Northeast Quarter of said Northwest Quarter, said point being South 89 degrees 58 minutes 47 seconds west 485.76 feet from the Southeast corner of the Northeast Quarter of said Northwest Quarter; thence South 89 degrees 58 minutes 47 seconds West 830.37 feet along the South line of the Northeast Quarter of said Northwest Quarter to the Southwest corner of the Northeast Quarter of said Northwest Quarter; thence North 00 degrees 07 minutes 37 seconds East 1,321.13 feet along the west line of the Northeast Quarter of said Northwest Quarter to the Northwest corner of the Northeast Quarter of said Northwest Quarter, said corner being collinear with and equidistant from the Northwest corner (stone found) and the Northeast corner of said Northwest Quarter; thence North 90 degrees D0 minutes 00 seconds East 1314.68 feet along the North line of said Northwest Quarter to the POINT OF BEGINNING. Containing 36.055 acres more or less, being subiPct to the statutory easement fo'r the Emily Vestal Ditch (an open legal drain) and all other applicable easements and rights-of-way of record. ku 3 PVMT.� SLOPE AWA 3' SHOULDER TO , BE 7" COMP AGG. ADDITJON 10 146th STRFET TO BE 9' COMP. AGG. WITH 4" ASPMAL- BINDER: I' SURFACE ASPHALT TO COVER ENTIRE 15' HALF OF ROAD ROACH IMP40VEM,E,N T SECTION (NO SCALE) - NORM 4L Nq\J POOL ELEVATION . 5 - 7' MIN 7 (NO SCALE) Mm. A SOILS MAP -STEEL FENCEFCS' -OR TEMPORAR- F R 7 TE C'I DN �EAST JMDAN CASTING 1570 OR EOUA,- SET FLUSH 111TH FINISH GRADE :.,... Z a CL a W •� a vL 1 � J H U w ap Q <I DIRECTION OF � 4 —; -Flow - - C7--j AP m i 8"x6'X6' TEE 24" -4 Q SUBSURFACEJRAIN RISER SECTION / - Re�w (�� p1r,?c,s arse E��•////I%///' '� (NO SCALE) SANITARY SE'NER STORM SEWER 6" SUBSURFACE DRAIN --- ` �° -`"m- ----~ with RISER 6" WATERLINE w/ FIRE HYD. -- - - -- DRAINAGE ARROW -- 42 TOTAL LCTS 36.05 TOTAL ACRES± " ZONED S-1 _ �Y'•si�y�7f 0/ O/rcGs !c,�� ✓�ivc x.0.1 TCi.C�S � � �;fo/�� C��•�' .�r:J✓`TUC�/or7 C = SPRING OATS 3 BUSHEL/ACRE. f/ 0 = WHEAT OR RYE 2 BUSHEL/ACRE. B. CLT/FILL SEEDING (ALONG PAVED AREAS): SEED AND FERTILIZE E = ANNUAL RYEGRASS 40 LBS/ACRE. WITH 2S#/ACRE "FESCUE', 20,//ACRE 'RYE GRASS 15//ACRE F - SOD WOEGRASS" AND 600//ACRE 12 --?2-12 IER'nL1ZER � I C = STRAW MULCH 2 TONS/ACRE. C. SEEDED AREAS SHALL HAVE A SUITABLE MULCH APPL.*C: FOR "/I/• IRRIGATION NEEDED DURING JUNE, JULY, AND/OR SEPTEMBER EROSION AND SILT CONTROL. MULCH MAY BE STRAW. SHREDDED •. IRRIGATION NEEDED FOR 2 TO 3 WEEKD AFTER APPLYING SOD HARDWOOD OR EROSION CONTROL MAT D DEVELOPERS OPTION: CONSTRUCTION AREAS REOU1141M4; EROSION EROSION-ONTROL SEEDING LIMITS---- SEASONAL IMITS SEAS0NAE SOIL PROTECTION CHART CONTMIX MAY BE HYDROSEEDED M ACCORDANCE MTH A&O'4 SEED DRAINAGE__ S v'✓ALE SEC TION AND FERTILIZER SPECIFICATIONS. (NO SCALE) 0 4 (NO SCALE) • -ni ---------------- — — — — — — — — — — — — —---- z z leaf J / O FG1 0 25 50 100 200 SODDING F** '/////I////,/e—'� EROSION CONTROL: F%Oob$ O <-.SCALE: ', �r 'It. 11 1 ~ �S C A L E : 1 —10 0 ---- - - --- ------------------------ MULCHING G A TEMPORARY SEEDING MIXTURE IN TNF ARCAS MERE STRIPPING OR rill HAVE BEEN GRADED SHALL BE SEE DED F)-' -:4L- EROSION + � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _---- PPOTECTION. AFTER GRADING, ALL CONSTRUC TION .AREAS ARE TO BE --EROSION CONTROL SEEDING LIMITS 44 b � Y�4 �li��l'/CJ A = KENTUCKY BLUEGRASS 40 LBS/ACRE; CREEPING RED FESCUE 40 LBS/ACRE: PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 20 LBS/ACRE. SEEQED AS FOLLOWS: VARIABLE _ I� VARIABLE �' ,Qrn'C� �iMCr W O •� __ A. SWALE SEEDfNG: SEED AND FER'iL .E Wil"NIN CONSTRUCTION �7 `-.• R/�> J�`o �f �jL/� �Q ��„ �y �QZ�/fO 9 = KENTUCKY BLUEGRASS 60 LBS/ACRE; CREEPING RED FESCUE 60 LBS/ ACRE; PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 30 LBS/ACRE. LIMITS WITH 5;, ACRE "REDTOP GRASS". 20/,/ACRE "RYE T 1 $Lppf GRASS", 20//ACRE _BLCEt�RASS". .5//ACRE 'FESCUE" AND III—III' `� W 600 ACRE 12-12-12 FERTIU'ER I SANITARY SE'NER STORM SEWER 6" SUBSURFACE DRAIN --- ` �° -`"m- ----~ with RISER 6" WATERLINE w/ FIRE HYD. -- - - -- DRAINAGE ARROW -- 42 TOTAL LCTS 36.05 TOTAL ACRES± " ZONED S-1 _ �Y'•si�y�7f 0/ O/rcGs !c,�� ✓�ivc x.0.1 TCi.C�S � � �;fo/�� C��•�' .�r:J✓`TUC�/or7 C = SPRING OATS 3 BUSHEL/ACRE. f/ 0 = WHEAT OR RYE 2 BUSHEL/ACRE. B. CLT/FILL SEEDING (ALONG PAVED AREAS): SEED AND FERTILIZE E = ANNUAL RYEGRASS 40 LBS/ACRE. WITH 2S#/ACRE "FESCUE', 20,//ACRE 'RYE GRASS 15//ACRE F - SOD WOEGRASS" AND 600//ACRE 12 --?2-12 IER'nL1ZER � I C = STRAW MULCH 2 TONS/ACRE. C. SEEDED AREAS SHALL HAVE A SUITABLE MULCH APPL.*C: FOR "/I/• IRRIGATION NEEDED DURING JUNE, JULY, AND/OR SEPTEMBER EROSION AND SILT CONTROL. MULCH MAY BE STRAW. SHREDDED •. IRRIGATION NEEDED FOR 2 TO 3 WEEKD AFTER APPLYING SOD HARDWOOD OR EROSION CONTROL MAT D DEVELOPERS OPTION: CONSTRUCTION AREAS REOU1141M4; EROSION EROSION-ONTROL SEEDING LIMITS---- SEASONAL IMITS SEAS0NAE SOIL PROTECTION CHART CONTMIX MAY BE HYDROSEEDED M ACCORDANCE MTH A&O'4 SEED DRAINAGE__ S v'✓ALE SEC TION AND FERTILIZER SPECIFICATIONS. (NO SCALE) 0 4 (NO SCALE) • IM IM z z a — J 0 J W W W O •� Z OD > aQ W W Cz9 2 W J`- �o � W V Z J •� Z Ap � J 1 Zt� W Z 3 oz� O f- cc CL cc oQ Q 1� Q Z W Z CL J O W W >Cc V O U LL cc Q O W U. C cr a Q. SHEET NO OF �a Q 0 2 J a ccQ U I Z 0 U Q O` Q Q Q. } cc cc 0_