HomeMy WebLinkAbout05080021-22 LF in Packet Amended Primary Plat Revision Date 8/22/2005THIS INSTRUMENT PREPARED BY: .---- -
DENNIS D. OLMSTEAD I - � 7�1, -, . . . - i
D ASSOCIATES INC. _ . 1
9940 ALLISONVILL I LEGEND
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FISHERS, INDIANA 46038 .
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PHONE: (317) 849-5935 BUILDING SETBACKS KE DALL -, OOD 10 LOT NUMBER
THIS INSTRUMENT PREPARED FOR:
STEVEN A. WILSON, INC.
937 KEYSTONE WAY
- FRONT BUILDING LINE
25'
-
- SIDE YARD AGGREGATE
3' MIN. 6' BTWN. STRUCTURES
REAR YARD
20'
D. E. DRAINAGE EASEMENT
-
D.U.&S.E. DRAINAGE UTILITY & SEWER EASEMENT
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y D.U.&S.S.E. DRAINAGE UTILITY & SANITARY SEWER EASEMENT
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D.&U.E. DRAINAGE & UTILITY EASEMENT
Am F_ K F n AT D.U.&L.M.A.E. DRAINAGE UTILITY & LANDSCAPE
CARMEL, INDIANA 46082 ININIEW10011, I MAINTENANCE ACCESS EASEMENT
CONTACT: STEVE WILSON C. E.
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CONSERVATION EASEMENT
HONE: (317) 846-2555 . 0 ����kInen IIIIIIIIIIIIIIIIIIIIIII _Q1 ���n BL
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W N. A. E. NON-ACCESS EASEMENT
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PROPOSED 60' V_ EXISTING 16.5' = I ; . I I . ' .
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12 DECEL LANE-,,,, 11 � I I � LEGAL DESCRIPTION
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PROPOSED SLOPE 1/4 � . .. SLOPE - EXISTING GRADE .1 � / i , � described as follows:
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17.5" FULL DEPTH ASPHALT 1.5" - H.A.C. #11 SURFACE � 1� 111�S - 1� seconds East parallel with the East line of said Quarter Section 600.00
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LARGEST LOT 17,681 sq.ft. -
SMALLEST _OT 12,243 sq.ft.
AVERAGE LOT SIZE — 14,428 sq.ft.
TOTAL LOTS 15
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GROSS DENSITY 0.80 U
TOTAL COMMON AREA 4.033 Ac.+
PRESENT ZONING -
SUBMITTAL DATE 7/15/05
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SMALLEST _OT 12,243 sq.ft.
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TOTAL LOTS 15
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TOTAL COMMON AREA 4.033 Ac.+
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I" I TONE SHOULDER---, -1,_ I.- I , I � I "I, 11 I I � EXISTING STORM SEWER LINE; MANHOLE & ENDSECTION
— — — — I ��: — — __ I I ` " 11 ... 11 � � 11 I __� � STONE'SHOULDER
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_=�� �'— ,,`� I — — __�_ — — — — I . PAVEMENT COMPOSITIONS
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1". ,_ }':5 HMA #11 SURFACE' - ,,b9 Arl, "' i 11 I �, � k Nl � � I . ..-
, ' ,,, - MILLING W1 1.5- HAC �11_ 1� � I I I � � I \ Z__'17,'� \ 1" MILLING W/ 1.5" HAC #1 1 1 .5 ',, 4
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1, % I 11 �� co WHERE IT W�L BE ADJACENT, , ,_ - j
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SANITARY _,,11ANCH ASE -'-'-- .,- - ,�, , -__ � lz �, I I 0 % I I -1 SURFACE FOR ENTIRE EXISTING 'V,A #5D BASE I , , )" EXISTING FENCE LINE
�11*13.0'kMA #5D B "" "-'SURFACE ACROSS ENTIRE FRONTAGE' ' __ I \ 3. O' 3 ,
-1 ___ - �_- , � : '1� CP \� 1�1 �1� \ 11 �,� N, SURFACE ACROSS ENTIRE FRONTAGE. 0 '90 W PAVEMEOT. i � P) ov
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.._/� ,-",",- �____",_ RONALD S. & MARILYN FI LO *THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO THE BACK OF CURB .49 — ,30'-O" 1
._�,--�_, ____11-`l11 D. R. 331, PG. 330 REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH. - 5'-0* MIN. I F1 '-O' R/W 11-011-
,ry --,.,.-.-.- - ---- SUBGRADE UNDER ALL CURB , SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE 0- 2'-O" ---w
40 _-0- 10' ASPHALT PATH WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. 1 �-----5'-O" ---I-- 4'-0" -
I
GRADED LAWNS
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I ... ".., -: _ . - ., 1, - , : , (ri JOINTS , $1, I
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IIN ACCORDANCE WITH SECTION 621 - . . - - I
1. _... I NOT-TO-SCALE OF I.D.O.H. SPECIFICATIONS WITHIN , :
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TYPICAL ASPHALT 1" HMA #11 SURFACE _ . . i. � . ., - ��,.'.%-.-.-_-.�.�tt]E:l NOTE: :F1 Ill I
PEDESTRIAN PATH X—SECTION 2- HMA #8 BINDER L4' MIN. 1. ALL TRANSVERSE JOINTS SHALL BE TOOLED OR SAWCUT JOINTS 1/4" THICK. .
5- #53 STONE 2. WALKS ACROSS DRIVEWAYS SHALL BE 6" OR THE THICKNESS OF THE
CONCRETE SIDEWALK PROPOSED DRIVEWAY WHICHEVER IS THICKER.
NOT-TO-SCALE
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NOTE: PAVING TO BE COMPLETED IN ONE PAVING SEASON
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LEGEND
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N_ U.- , 10 1\ 1_', �� I , " ". ,I �. DENOTES HANDICAP RAMPS 11 �
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, -.r- ., .1 4 _� 11 - - � . PAVEMENT WILL BE INSTALLED.
I 1 6X `V \J,�O,670 sq. ft. __" � . r
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-""-/ I ";11 .<, �0 / N z , \1, VAR. D.U. D.E.&L.M.A.E. 0, � �� I 1-1 PROPOSED 4"X4* CONIC. MONUMENTS ""'
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- I 1� I � I e CURB INLET, MANHOLE & END SECTION
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- INDIANA GAS COMPANY, INC.
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TAPER TO EXISTING�
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S.W. COR. , N : E'. ��J-/-,
SEC. 31. �.18N.,:_i.R ... I
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--- I . ; � I _,�' "I / I I - , : 10' ASPHAtTf PATH
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._�,--�_, ____11-`l11 D. R. 331, PG. 330 REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH. - 5'-0* MIN. I F1 '-O' R/W 11-011-
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40 _-0- 10' ASPHALT PATH WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. 1 �-----5'-O" ---I-- 4'-0" -
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1. _... I NOT-TO-SCALE OF I.D.O.H. SPECIFICATIONS WITHIN , :
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PEDESTRIAN PATH X—SECTION 2- HMA #8 BINDER L4' MIN. 1. ALL TRANSVERSE JOINTS SHALL BE TOOLED OR SAWCUT JOINTS 1/4" THICK. .
5- #53 STONE 2. WALKS ACROSS DRIVEWAYS SHALL BE 6" OR THE THICKNESS OF THE
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.._/� ,-",",- �____",_ RONALD S. & MARILYN FI LO *THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO THE BACK OF CURB .49 — ,30'-O" 1
._�,--�_, ____11-`l11 D. R. 331, PG. 330 REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH. - 5'-0* MIN. I F1 '-O' R/W 11-011-
,ry --,.,.-.-.- - ---- SUBGRADE UNDER ALL CURB , SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE 0- 2'-O" ---w
40 _-0- 10' ASPHALT PATH WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. 1 �-----5'-O" ---I-- 4'-0" -
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IIN ACCORDANCE WITH SECTION 621 - . . - - I
1. _... I NOT-TO-SCALE OF I.D.O.H. SPECIFICATIONS WITHIN , :
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PEDESTRIAN PATH X—SECTION 2- HMA #8 BINDER L4' MIN. 1. ALL TRANSVERSE JOINTS SHALL BE TOOLED OR SAWCUT JOINTS 1/4" THICK. .
5- #53 STONE 2. WALKS ACROSS DRIVEWAYS SHALL BE 6" OR THE THICKNESS OF THE
CONCRETE SIDEWALK PROPOSED DRIVEWAY WHICHEVER IS THICKER.
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