HomeMy WebLinkAboutPlot Plan - 09-12-2019' Group.
La n c! Surveyors
494 Gradle Drive Phone: 317.844.3333
Carmel, IN 46032 Fax: 317.844.3383
www.SEAGroupLLC.com NOTE:
CULVERT TO BE PLACED
UNDER DRIVE AT ROADSIDE
SWALE. INVERTS TO MATCH - - - -
EXISITNG.
PLOT PLAN
4545 W 141 st Street
Carmel, IN
PREPARED FOR:
PEGRAM PROPERTY
- 141 St Street N Line w . SW 1/4, Sec 19-18-3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
Aooarent 161 S HaIf�R/W _
TEMPORAR-Y GRAVEL CONSTRUCTION
- - - - _ DRIVE�fUST COMPLY WITH THE
I \ \ CITY OF CARMEL ORDINANCE.
N 89°16'14"IE 168.28',
/ 866.4 I A 869.0 �
12' \\
\ \ LAND DESCRIPTION
0 868 \ I / .42 03
/ 0 868�9 \ \ ®®®®0 A1 Property Address: 4545 W 141st Street, Carmel, IN 46032
ease s°•
867.84 Part of the west half of the fractional southwest quarter of
%\Q-°; ` •� FO°°•eSection 19, Township 18 North, Range 3 East of the second
08 7.85 \ \ ®� : I ® i' principal meridian, in Clay Township, Hamilton County, Indiana,
\ / o s .1s 0 8 .0 .85 \ \ \ ®m ; I y ; � ® more particularly described as follows:
\ / \ * LS20200083 * a Commencing at the northeast corner of the west half of the
vV I 67.81 v v A ® ® fractional southwest quarter of Section 19, Township 18 North,
/ I \ STATE OF ® Range 3 East, thence south 00 degrees 29 minutes 38 seconds
' \ 0 7. o a 7 31 \ \ (assumed bearing) along the east line of the west half of the
o 866.00 DIA
\ s 01 •ee ND °° ®® fractional southwest quarter 948.22 feet; thence south 89
0867.37 3 867.48 \\ ®®®®®�O SURv�o®®®� ofgheewes8t minutes half of the fractional 17 seconds sosuthweslt el quartersl6 Oouth lfeet
- \ ®®®,shilmO to a point on the westerly right-of-way line of west road; thence
6 \ \I continuing south 89 degrees 48 minutes 17 seconds west
\ I ASSUMED NORTH parallel to the south line of the west half of the fractional
0 sss.77 \ SCALE 1 "= 30' southwest quarter, 422.57 feet to the point of beginning;
thence continuing south 89 degrees 48 minutes 17 seconds
0 ss o sss.73 / west, parallel to the south line of the west half of the fractional
/ southwest quarter, 477.45 feet; thence north 00 degrees 11
/ minutes 34 seconds west parallel to the west line of the west
/ 0 eam4s / half of the fractional southwest quarter, 920.83 feet to a point
32 on the southerly right-of-way lineo f west 141st street; thence
/ north 89 degrees 07 minutes 16 seconds east along the
0 E 56.39 0 8 .44 O 866.36 ID 866.32 x 867.35 southerly right-of-way line of west 141st street, also being
� I /
/ parallel to the north line of the west half, of the fractional
0 66.50 I / LOT= 305,299 ±S.F. southwest quarter 168.28 feet; thence south 00 degrees 29
_ I I DRIVE= 11,383 S.F. minutes 38 seconds east parallel to the east line of the west
00.00 I RESIDENCE= 3,887 S.F. half of the fractional southwest quarter, 433.60 feet, to the
FRONT PORCH= 259 S.F.
l I REAR PORCH= 341 S.F. approximate centerline of an existing ditch; thence along the
approximate centerline of said ditch by the next five courses, 1)
BUILDING WIDTH = 111.21' north 85 degrees 41 minutes 15 seconds east, 57.26 feet; 2)
/ \ 0 866.67 866.38 LOT COVERAGE AT 5.1t% I I TOTAL DISTURBED AREA= 27400 S.F. south 77 degrees 47 minutes 21 seconds east, 55.34 feet; 3)
/ \ 866.52 0866.68 1 I , north 87 degrees 31 minutes 34 seconds east, 116.56 feet; 4)
\ \ I o 1 south 77 degrees 12 minutes 56 seconds east, 42.26 feet; 5)
\ / N I north 87 degrees 23 minutes 01 seconds east, 35.10 feet;
§ss.as 0 866.9 // // NOTE: MIMIMUM FLOOD thence south 00 degrees 29 minutes 38 seconds east parallel to
0 867.14 \ / m / PROTECTION GRADE=872.2 the east line of the west half of the fractional southwest
\ quarter, 478.12 feet to the point of beginning, containing 7.00
acres, more or less.
/
867.04 6.36 /
0 8615.740 866.48 I �s .70
H.P. O 867.03
867.9 I / NOTE:
/ 01(7.90 1 / RESIDENCE FFE TO BE NO
\ / - - 866.91 \
o o \ I LOWER THAN 12 INCHES
ABOVE ADJACENT ROAD
0 ss.a1 0 866.57 \ / CENTERLINE. (869.8
/ I
\ / FOR THIS LOT)
\ / ROAD CENTERLINE GRADE
\ i / RUNS FROM ELEVATION 867.0
\ I / ON WEST LINE UP TO 868.8
/ I / ON THE EAST SIDE.
0866.70 I /
0866.61 0 .00 0 866.71 /
086(.79 \ \ x 868.13
LOCATION OF UTILITY
- - - - \ LATERALS ON PLOT PLAN
\ ARE GENERAL LOCATIONS THIS PLOT PLAN WAS
PER PLAN AND SHOULD BE PREPARED BASED ON
�\ 0866.59 0866.53 \ VERIFIED IN THE FIELD. INFORMATION TAKEN FROM
RECORD PLATS, SUBDIVISION
I PLANS, RECORD DRAWINGS
NOTE: AND PLANS PROVIDED BY
BUILDER TO ENSURE POSITIVE CLIENT. IT IS THE
> \ FLOW AWAY FROM RESPONSIBILITY OF THE
0� '� 0 865.65 00 \ \ STRUCTURE. CONTRACTOR TO VERIFY SITE
\� of 0865.40 \ CONDITIONS PRIOR TO
�\ �\ aa 0865.90
o\ \\
\ 0_ \ CONSTRUCTION AND NOTIFY
aQ \\ THE S E A GROUP OF ANY
0863. b \ DISCREPANCIES.
\ 0 865.30 0 865.13
�;0'PO 865.28 0 865.11 II
�q - - - _ _ _0 864�7
5.9 0 865.43
\x
\ > IN60 V.=BCM
6.27 \ I '.0
I'STING BRIDGE \ /
s 0" CMP E 57.26' / / S
z ' - FLow°uN�"" INv=ess.23 \ N$5°4'r 15' ��-4�,
/ 21
o - / I tx�" / I �� FLOW LINE-'- - - - -' ` 55.34' N 87°31'34" E 116.56: _=��1 6„
^- _ 2
�'� FLOW ]NE E 42.4035.70'
ci e6 OQrovo \ --' ��� o a`O °' o0 o �•..,87 23'01" E .- -
lb
`7
N:1727627.474 B64-
E:167712.958 �`�� / �ra�' ���' � \ `L�Y 0�00 �O 11 p° O' PRESERVATION EASEMENT
r
-$6 -- - - \ g ��o• 0�61.
-----------------------
_--------
_ \ I
- - _
/A
/0) / O�O� 4 5.94 0�
/ h' - _ _ rb I
� _ N� 410 i N:1727562.01:6
866.7 .39 - - - - - E:168188.1711
tK
867.69 - - - 0A • -
j
\ DAYLIGHT WITH RIP -RAP``
/ - - - - - AND ANIMAL GUARD 1 - _-24g,5'-- 868.75 / I
- - - - - - - -
-1969
\ Cn I 110D.E.
-------------
-------------
O I
Lj
f LOT 2 NATHANIEL CREEK
°D 6
M r�i
Cb
�1. 0 i 00 __\ �� 1�L SFISF� \ \ �Qr \ p. / / O•�
H.P. 8 1.38 I SF�I �1 SFOrO�
871.s sF� - _SF �S.oS°� /l I d�
71 . _�--61 l / 1
8 s -SF I 873{41 ��/ \ 1
8 7 .2'9 / \ I I I
• 872.30 Imo\ / 11 1 871.8s
\� 871.36 \ I I I
\ I LI ITS RESIDENCE 872.5 \
• 8 7 8 3 ONSTRUCTION TO BE j OQs+ 00 \�`
•� 7 2 I SEEDED OR SODDED. / I �p 0 'O� 'O, ��• 6.
I SOY O. O �cP �
0 12' '
I I
W 1 1872.5 /� TA K
V)4 10� P�� QOR�N o ��. PROPOSED `' \ �o\ a`L I o0 tK' I
71 . O.J �' FIRM & MSY �0-
6
0 I -------------------------------------
RESIDENCE
OOF S 1�' t? �6 \ 1 \ 0 I xI
- \ \ 872.2 \ R oo. `so. o. \ FFE=874.2t o 872.
MANUFACTURED I \ � � 1 1 x
\ \ 10'I.E.D.&U.E.
A116
CONC. WASHOUT 0 \ 25.00 • BSMT \ \ 0 t�, 1 \ N:1727379.73�9 - _ _ _ _ -
\ / � I I :1-6&18-&-568 i -
� � o \ FFE=864.2t \\\ o I Sn I �p
\ OSGARAGE
F 8725 o. I
o J6� 19�o�EyP\l� aun aun i au� aun avn our aLx
92. ' S.00' do°° 0 16o ROOF I / / I
\ o SF y I \
\ � \ G�' i 872.5 1 \V / 30'LE.D.&U.E.
\SF 32.00' P�� I �1 SF O I / /
ti \ s7� \ I �°xivho `` I h0 \ a;;5 tee/ a� �o
\ \ F\ \ 1b 00
ANY STOCKPILINGF1
SF \ AREAS TO BE \ SF I I
BY \ 1 N
8 R.6 870.53 PROTECTED
x Q 7 F SLIT FENCING. \ /
(9 \ SF SF
2.23
w
\ \ \ 72.01
lop
I 1 I
LOT 1 NATHANIEL CREEK
\ 40.0' \ FUTURE
\ \�
\\ \\ \ V 972�
v A V 172.8' \
\ z � I
v �� / /
vv 24 \\ w
67.72 v v o .43 \ � / //
b� ` v C" V A 1. 35 ^�° o
v \ �o \ �a
■ 868. 3 868.81 869.62 8 0.85
86837 • 87237
w � I
870.
p i I
74.0' ■ 0 70.40 �
868. 6 03
N I
.89 '� I
I
------------------------ - ----'- 873. 9----------
----------------------------
------------ -
-------------
----------------
1727176.171
TERMINAL END 2" FORCE MAIN 2" FORCE MAIN
WITH PUSHING STATION( ��5� "NVS NVS NVS NVS NVS NVS NVS NVS NVS VS NVS NVS NVS NVS NVS NVS NVS NVS NVS NVS NVS NYS NVS NVS NVS NVS NVS NYS NVS NVS NVS NVS NVS
S 89048'1 PROPOSED 15'D.&U.E. 477.54'
15'D.&U.E.