HomeMy WebLinkAbout05080021-22 LF Amended Primary Plat Revision Date 10/13/20057!
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THIS INSTRUMENT PREPARED BY: DENNIS D. OLMSTEAD LEGEND
STOEPPELWERTH AND ASSOCIATES INC. 9940 ALLISONVILLE ROAD 10 LOT NUMBER
FISHERS, INDIANA 46038 KENDALL WOC)D D. E. DRAINAGE EASEMENT D.U.&S.E. DRAINAGE UTILITY & SEWER EASEMENT
PHONE: (317) 849-5935 BUILDING SETBACKS nDAINIArC' HTII ITY Q, 4-,AMITAF�Y SEWER EASEMENT
THIS INSTRUMENT PREPARED FOR:
STEVEN A. WILSON, INC.
077 VC-VCTn"17 %AIAV
FRONT BUILDING LINE
25'
SIDE YARD/AGGREGATE
3' MIN./6' BTVN. STRUCTURES
I REAR YARD
120' 1
U. V. oc 1"). 1). U_
D.&U.E.
D.U.S.S.E.&L.M.A.E. DRAINAGE UTILITY SANITARY SEWER EASEMENT &
AMIENDED PR WIARY PLAI LANDSCAPE MAINTENANCE ACCESS EASEMENT
C E CONSERVATION EASEMENT
CARMEL, INDIANA 46082 B.L. BUILDING LINE
CONTACT: STEVE WILSON C.A. COMMON AREA
PHONE: (317) 846-2555 ZONING 81 13080 N. A. E. NON-ACCESS EASEMENT
0
R.D.E. REGULATED DRAIN EASEMENT
T.P.E. TREE PRESERVATION EASEMENT
W z 0: f5 0 EXISTING 16.5' IK. E C 0 R., N. 5. 1/4,J V) HALF R/W Li ADDITIONAL R/W TO BE TAKEN E., PROPOSED 60' SEC.' PROPOSED 60 EXISTING 16.5' HALF R/W FOR PASSING BLISTER 04 HALF R/W HALF R/W 15'-O" 12'-O" 27'-O" LEGAL DESCRIPTION
15. O' 9,-O" to 11'-0" SAW CUT EXISTING �AVEMENT —ADJACENT TO 12' PASSING M`IERE� IT WILL. BE' 1" MILLING U/ 12 DECEL LANE-,, BLISTER NEW PAV 011 1.5" HAC # FOR A part of the Northeast Quarter of Section 3 1, Township 18 North,
3'-O" to 8'-O" to qK- 15'-O" ENTIRE EX1qING 7P-O' 3' STONE SHOULDER 3' STONE SHOULDER Range 3 East in Hamilton County, Indiana, being more particularly
SURFACE. 3' STONE SHOULDER 6-- #73 STONE 6- - #73 STONE 6- - #73 STONE EXISTING STONE described as follows:
SHOULDER ROPOSED PATH SLOPE 1/4"/FT. PROPOSED PATH SLOPE 1/4-/FT. EXISTING GRADE EXISTNG GRADE 0 Section; thence South
Beginning at the Southeast comer of said Quarter
ds West along the South line of said
1 89 degrees 43 minutes 59 secon
. ........ SSD UNDER STONE N Quarter Section 874.50 feet; thence North 00 degrees 05 minutes 12
PROPOSED GRADE Of �'. SHOULDER Q_
Ld 6 P
ROP
0
73
SED 'T
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ON
E
6- - #73 STONE
P p
ROP OSED PAH SLOPE 1,4 PROPOSED GRADE SSD UNDER STONE seconds East parallel with the East line of said Quarter Section 600.00
SSD UNDER STONE SHOULDER 17.5" FULL DEPTH ASPHALT z 0 V)
'i OUL EXISTING PAVEMENT feet; thence North 89 egrees 43 minutes 59 seconds East parallel with
SHOULDER EXISTING PAVEMENT - H.A.C. #11 SURFACE. 17.5" FULL DEPTH ASPHALT - H.A.C. #8 BINDER < 2" 1.5" - H.A.C. #11 SURFACE the South line of said Quarter Section 874.50 feet to the East line of said
3" - H.A.C. #5D BASE Quarter Section; thence South 00 degrees 05 minutes 12 seconds West
17.5" FULL DEPTH ASPHALT SEC-nON "A"-"A" 2" - H.A.C. #8 BINDER 7" - #53 COMPACTED STONE _j Lj
I1.5" - H.A.C. #11 SURFACE SECTION "B-"B" - #2 STONE 3" - H.A.C. #5D BASE NOT-TO-SCALE 4" 00 < 0 L, V) along said East line 600.00 feet to th
2" - H.A.C. #8 BINDER NOT-TO-SCALE 7- - #53 COMPACTED STONE e place of beginning, containing
3- - H.A.C. #5D BASE 4"- #2 STONE Ld 7" - #53 COMPACTED STONE 12.045 acres, more or less.
M zo 4" - #2 STONE ISITE DATA
I0
X_ SA48920\1ega1\Amended Primary Platxtf
IE'XI$Tl G DRIVE (R)GDK (F)KRG
z July 7, 2005
<\ v� .......... IN89*4359E 874.501., *4 N89 3!59"E 38.45-N,, z
T.P 1 1 4:�O '90.00, E $,89*43'59"W 150. 0 .......... . . 10'-T.P.E. 60,111/ 10 10 . ........... 0 < <L R�'W IELL
C-4 LLJ j
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RES-i-FAMILY 10-19.99 Ac.
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RESI-1-FAIMILY 10-119.99 Ac.
ONE FAMILY DWELLING
LARGEST LOT
17,681 sq.ft.
SMALLEST LOT
12,243 sq.ft.
AVERAGE LOT SIZE
14,428 sq.ft.
TOTAL LOTS
15
TOTAL ACRES
12.045 Ac.
GROSS DENSITY
0.80 U A
TOTAL COMMON AREA
4.000 Ac.±
PRESENT ZONING
S-1 ROSO
SUBMITTAL DATE
-//lb/Ob
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0 I6 0'.A 1'� Co z DO 0
00 0 oj C(nn 0z r,,, 13,2 00 Do 5 z 69 sq. ft. 12,662 sq. ft. 0 LLI
0 L() 0 09 0 rQ C6 0 CYI 0 I 2. 2' 00 CD 1 0
0 2 P C11 I A 0 30" C! ;0 0 A (n
I � 12,394 sq. ft. S U, 0 12,602 sq. ft. 0 0 B B S89*54'48"E 0
N89*54'48"W C4 '54'48"W/ N89 155.0V 0*) 150.0,0' 0()O II104.52' ICP.__ 2 5' B. L. (0)9 v W/
7 C 4 20' D.U.&S.S.E. 0 ---- --- 0 17,287 sq. jt. 7 14.91' 75.10 36.92' 54 13,707 sq. ft. < 01 _U LLj U
S89'43'59"W
GRAPHIC SCALE
> (O 11 2.02' 50 25 50 100
0
N89*54'48"W U 160.52' -A
)v(0 19.31' 81.91, 30.1 1' 63. 3 I20' D.&U.E. IN FEET 1 inch 50 ft.
II0 7 2 5' B. L. j Lr) (0 29 10' UTILITY EASEMENT IN FAVOR OF
In I"IND ANA BELL TELEPHONE COMPANY, INC.
0 0) 17,176 sq. ft. Till 0 ILn 0 (-n D.R. 234, PG. 78
15 -0 U-)
0 14 15' R.D.E.- 1 6,1 8 7 sq� f t. U 13 _J4
------- C3 13,1 1 0 sq. ft. iTi �9 12,534 sq. ft.,/ P '54'4 12 co (7) 0 N 8 9' 8"W' 0 0 . I 0 ft, -0 15,012, C/) I224.57' U) z i C14 20' R L61
0 T� A 1 5' R. D. E. .4� ILLJ I.0 > bc 1 5' R. D. E. 0 0 0 U-) C141 9 0
U GENERAL NOTES:
16,462 sq. ft. Lo 0 2-. C (O sq.' ft. Li 12,308 1) ALL WELLHEADS WILL BE ABANDONED
BY STATE HEALTH PROCEDURES DURING
z A A�- CONSTRUCTION.
< ,"MILLING W/ 1.5" HAC #1i
2) CONTRACTOR SHALL CONTACT THE
r SURFACE FOR ENTIRE EXISTING
DEPARTMENT OF ENGINEERING TO
N89'54'48"W V /44 SURFACE ACROSS EN11RE FRONTAGE.
140.08' see SCHELDULE A PRE- CONSTRUCTION
---------- - I2.0:: HMA #8 BINCER
------- 1 5" HMA #11 SURFACE MEETING FOR REVIEW OF REQUIRMENTS.
CO---------- ----------- --------------- HMA'
. ............. ....... ------ -#5D BA3E
(51 __,____,_ ------- - ). 0
-- ----------- - - - -- -- ------- --- - -- ---------- ILLJ --7.0" #53 STONE 3) ALL EXISTING PAVEMENT TO BE SAW
- --- ---- ---- .... .. I-j U
r/ !f, - 0 , , 1. ' / . CUT TO A CLEAN EDGE WHERE NEW
#2 STONE
0 r
---------- - - ------ - ---- - ---- - ---------- - --------- 70 PAVEMENT WILL BE INSTALLED.
10 --- ------------- ---- --------- '159,234 sq. ft. 4, %-.f C-) z C, 14,122 sq. ft C. A. #2 LJ 4) ALL PAVING MUST BE COMPLETED IN
Z C __0 C
4 ONE PAVING SEASON.
VAR. D.U.S.S.E.&L.M.A.E. CC) II#1 LAKE' 0- n EXISTING DRIVE
40,070 sq. ft. z 0
. ......... - ------- - ------ --------- - ---- - ------ - ----- < N89*54'48"W ---------- z
U�16 0. 6 1 - ------ ------ - ------ 0 Li ---------- ------- --- z G ------- .. ........... ----- - ----- ....... - ----- --------------- - - ----- - -- - ------ -------- ....... ........... .... . . ----------- 0 IIW
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. ......... -------- -------- -- ------------------------- ----- - - --- ... ........ Goo 0 was V) V), ,z 0 too 00 fee off I ; I
0 V) 0 ------ 0 I6 O', `1 2 tK tK :,20' GAS' LINE ASEMENT IN FAVOR OF
--- . ....... 4Q' D.&U.E. 7 2' N. A. EJ - I r INDIANA GAS COMPANY, INC.
-2 O', 3�7 INSTR. No. 2003-57111
--9.97, s,E. & E. T/PkITH 25' D.U.&S-.S. 1 O' ASPHAI 2 N.!�A. E 3' WIDE #73 STONE"
1.5" HMA #11 SURFACE
2" HMA #8 BINDER
3" HMA #5D BASE
7" #53 COMPACTED STONE
PREPARED SUBGRADE
3 WIVL SHOULDER 0 6" DEPTH d.�A, E: tLa2 4. -2� I"I __T . I - - , �SHOULDER 0--C DEPTH -STONE_, LANES, 3 WIDE, #73 TO BE 'STRIPED W/ 'SHOULD . ..... . . SUBSURFACE, DRAIN" UNDER EPTH THERMOPLASTIC.- STRIPING. SUBSURFACE DRAIN UNDER
TING 10' A TAPER TO EXIS SP44LT��`P;kTH ER'@ 6" D PAVEMENT COMPOSITIONS
0 BE STRIPED W LANES INTERIOR PUBLIC STREETS
STOINE�SHOULDER SUBSURFACE, DRAIN UNDER STONE'SHOULDER
THERMOPLASTIC STRIPING.," bIUNL bNOU (T.Y.P.)
S.W. COR.,---N-.E.,-,11/4�,, LDER SEC N11 N -TO-SCALE
OT
TA R_3 E U _P.O.Be/ E/ EXISTING DRIVE
8N/,, -- --------- /S ��i /i ------- --- N -S.E SEC. 1, S89*4�3 59 3 T.18N., R,3E. 874.% --CUT-EXISTING- PAVEMENT' A �11 U ---- -- - ------ x ------ --- ------- -- - - -------- ------- WHERE- IT WILL BE"ADJACENT TO .......... . ....... --WEST, 1 21 ST___ STR RF'A(F -PAVEMENT-- -------------- SA - ------- W CUT17STING HMA #8 BINDER, WIP-1111 P 1 LLING WFI. 6 HAC 2.0 "WHERE IT WILL BE ADJACENTJ ___1.-5-_ffMA-#TT-SURF== 1" MILLING W/ 1.5" HAC #11 SURFACE FOR ENTIRE EXISTING 3.0*11,HMA #5D BASE, �-NEW PAVEMENT SURFACE ACROSS ENTIRE FRONTAGE. 2.0" HMA -#8 -BINDER SURFACE FOR ENTIRE EX 7.0- #53 STONE ISTIN ISAN I TAR Y_'T0 LON GBR NCH _H'MA #5D 4.0" #2 STONE I-A 3. O-' BASE- SURF�CE ACROSS ENTIRE FRONTAGE. IT -S, ES ATE 7.0 J53, STONE 7 4.0" #2 STONE BACK OF CURB
--7_--B 9-/r "I v II1'-� R/W
L i'-] THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO THE IO" MIN.
REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6' IN DEPTH. 5'
7 7-1 SUBGRADE UNDER ALL CURB , SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE
WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. GRADED LAWNS 10' ASPHALT PATH TOP SOIL TO SOIL SIDEWALK 4' THICK
SLOPE ASPHALT PATH TO ROAD OR TOYVARD TOP OF BANK OF DITCH I1/47FT. MIN.
11 ItSLfflE _
_ffil _ 1Z4- FT,
E MIN. 4" -j MIN. 3* I \, 1 ---4" MIN ANUILAR BACKFILL PREPARED SURGRADE MATER10 z PROPERTY LINE- STONE BASE TO
EXTEND UNDER CUM
L TEMPORARY SEEDING SHALL BE D�NE T�?ICAL SIDEWALK SECTION IN ACCORDANCE WITH SECTION 62, OF I DO H SPECIFICATIONS VATHIN 7 THE SffiEET RIGHT-OF-WAY. ... .... .. NOT-TO-SCALE
ASPHALT PATH NOTE:
TYPICAL ASPHALT 1- HMA #11 SURFACE L4- MIN. 1. ALL TRANSVERSE JOINTS SHALL BE TOOLED OR SAWCUT JOINTS 1/4" THICK.
PEDESTRIAN PATH X-SECTION 2- HMA #8 BINDER 2. WALKS ACROSS DRIVEWAYS SHALL BE 6* OR THE THICKNESS OF THE
5- #53 STONE CONCRETE SIDEWALK PROPOSED DRIVEWAY WHICHEVER IS THICKER.
NOT-TO-SCALE
200
RES-1-FAMILY JO-19AA Ac.
40
121ST STREET
CASH GRAIN/GENERAL FARM
LOCATION MAP
SCALE: 1"=500'
DECEMBER 2, 2004
SPEED LIMIT: 25 MPH
0
W_ CASH GRAIN/GENERAL FARM
W
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RES-11-FAM1� 0-9.99 Ac.
RES-11-FAMILY 10-/9.99 Ac.
CASH GRAIN/GENERAL FARM
D. 0 t 4f. . ............ OXST -41 7 No. 900012 STATE OF //VD L) R\j
MIAMI, CRA, MMC2
SOILS MAP
(N. T. S.)
LEGENID
DENOTES PAVEMENT RESURFACING
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JOINTS
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EXISTING ELECT. PEDESTAL
48'-O" BETWEEN EXPANSION JOINTS (MAX.)
11 ItSLfflE _
_ffil _ 1Z4- FT,
E MIN. 4" -j MIN. 3* I \, 1 ---4" MIN ANUILAR BACKFILL PREPARED SURGRADE MATER10 z PROPERTY LINE- STONE BASE TO
EXTEND UNDER CUM
L TEMPORARY SEEDING SHALL BE D�NE T�?ICAL SIDEWALK SECTION IN ACCORDANCE WITH SECTION 62, OF I DO H SPECIFICATIONS VATHIN 7 THE SffiEET RIGHT-OF-WAY. ... .... .. NOT-TO-SCALE
ASPHALT PATH NOTE:
TYPICAL ASPHALT 1- HMA #11 SURFACE L4- MIN. 1. ALL TRANSVERSE JOINTS SHALL BE TOOLED OR SAWCUT JOINTS 1/4" THICK.
PEDESTRIAN PATH X-SECTION 2- HMA #8 BINDER 2. WALKS ACROSS DRIVEWAYS SHALL BE 6* OR THE THICKNESS OF THE
5- #53 STONE CONCRETE SIDEWALK PROPOSED DRIVEWAY WHICHEVER IS THICKER.
NOT-TO-SCALE
200
RES-1-FAMILY JO-19AA Ac.
40
121ST STREET
CASH GRAIN/GENERAL FARM
LOCATION MAP
SCALE: 1"=500'
DECEMBER 2, 2004
SPEED LIMIT: 25 MPH
0
W_ CASH GRAIN/GENERAL FARM
W
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RES-11-FAM1� 0-9.99 Ac.
RES-11-FAMILY 10-/9.99 Ac.
CASH GRAIN/GENERAL FARM
D. 0 t 4f. . ............ OXST -41 7 No. 900012 STATE OF //VD L) R\j
MIAMI, CRA, MMC2
SOILS MAP
(N. T. S.)
LEGENID
50' R/W
EXISTING SQUARE FLAT INLET
EXISTING FENCE LINE
COMPACTED SUBGRAOE
*N?ICAL MMT CROSS-SEcnON
NOT-TO-SCALE
NOTE, PAMG TO BE COMPLETED IN ONE PAVING SEASON
S�OPE- 1/4' / FT.
STONE BASE TO -/
EXTEND UNDER CURB
SIDEWALK 4"
SLOPE i /4- FT.
MIN. 3* TOPSOIL
ROLL CURB & GUTTER 4* MIN. GR,
TYPE I MATERIAL
-S.S.D. TO BE INSTALLED
UNDER CURB BOTH SIDES
OF S T
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DENOTES PAVEMENT RESURFACING
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PROPOSED SUB SURFACE DRAIN
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PROPOSED 4*X4" CONC. MONUMENTS
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PROPOSED SEWER LINE; MANHOLE
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EXISTING TELEPHONE POLE
PROPOSED STORM SEWER LINE;
F-
CURB INLET, MANHOLE & END SECTION
EXISTING TELEPHONE PEDESTAL
PROPOSED WATER LINE
EXISTING TELEPHONE MANHOLE
LLJ
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EXISTING FLOW LINE
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EXISTING CABLE T.V. POLE
- - -----------
EXISTING BURIED ELECTRIC LINE
EXISTING CABLE T.V. PEDESTAL
EXISTING OVERHEAD ELECTRIC LINES
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EXISTING BURIED TELEPHONE LINE
EXISTING TRAFFIC MANHOLE
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-- ------
EXISTING TELEPHONE LINE
EXISTING TRAFFIC CONTROL BOX
-- - ------- - - ---------------
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EXISTING GAS VALVE
-------------
EXISTING CABLE T.V. LINE
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EXISTING SQUARE FLAT INLET
EXISTING FENCE LINE
COMPACTED SUBGRAOE
*N?ICAL MMT CROSS-SEcnON
NOT-TO-SCALE
NOTE, PAMG TO BE COMPLETED IN ONE PAVING SEASON
S�OPE- 1/4' / FT.
STONE BASE TO -/
EXTEND UNDER CURB
SIDEWALK 4"
SLOPE i /4- FT.
MIN. 3* TOPSOIL
ROLL CURB & GUTTER 4* MIN. GR,
TYPE I MATERIAL
-S.S.D. TO BE INSTALLED
UNDER CURB BOTH SIDES
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JOB NO. 48920WIL
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SHEET NO.
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JOB NO. 48920WIL