HomeMy WebLinkAbout05050005-6.3LAURA VISTA/ J
- i , , EX. F. H. & 8
1� 3 _ � to 6. 4 / /S �B D � V � S � N WATER MAIN
1166.00" 56j
O � °
822 - �// / _ /
/ .
LT I
L 6.91 _- - �� o cn I
UJ
- 25 �� f =e,� = ��-= \ \ \�. \\ \\ / 12,73 sq. ft. / N
- -- ( 1
/ 6
CV=, -ate vy a 0.2 acres 'n
\Z� \� ✓ //� `�� N / Iii N 130'
SAN. ✓ / az4/ --- `/
174. /
1
14,
>___8' SANITARY 0 2 2 cres
23.71'
r
rti
NORTH
40 0 20 40
( IN FEET )
I y f < 1 / 1 inch = 40 ft.
/ ` \ I) z / < / N89'1 "Z MC / v'_ a�oi B - =125' / , " I /
\\ / , / / � ,' '' OMM6N MA / \ 1 6.78' N8 43'20E /
\ �// Existing Pond \ \� / 4 4 / \s 1 = 30.49' 72.48 _
\ \\ / / /// N.P. = 805.7 2/25/05) \ \\ \� \ z� --- -� R =125' N I
_\ . Ar SE \ R =150' 9 14 sq. ft•
L 19 30 c,6 \ /QR�C o = 65.05' 2 acres y 1
. J \ �6 °� 1p �., 8" WATER TkNe3 24'W',4
' » � r
32 p c =s4. 4' °�8 . •20 »E \ J
\ II /` � - / 8,995 sq. f
\ \ / \ �� /� III °y
\ ,n 21 acres o. U'
\ )I L #31.42 a: rn I
R =20 8, / I I o
_ ( ti •� 076 sq. ft. °
kN 6,423 sq. ft. c� / wood 0.19 acres
\ \ % \\ \ \ e�y9� 6 % ., 0.15 acres
\ / \ �\ \ / S / o a-` =11.86' / I SOILS MAP
f \ \� / N89'43 20 E 1 SCALE. 1 -200
// / / /// \ ` \ \ \ \ \ �' 1� \ \ I ✓ / cn 6,300 sq \t. �, R=97 b6 5 X o R- 75 " V L
I 0A °• r'- o. R =150 120.6
2 / sement 1 \ \e ' � 6 � 0 2 0.14 acres `r-.. � I I �
\ � e t'O� he City of Carmel f t �'\ \ \ \ 1 „,� / / °�r °- ,��;9� �/ •�32 °• TAN=35 ` LEGEND
\\\ on �A i 03-r ecaTded- I ` �� i \ . � . 6 I 29 po Ny /� s6� �a,� p TAN -33.25 / o
a, I ' \ej \ , S a -I 6,300 sq. ft. �n / �ti / A_25 00 0 4 I New Storm Sewer
\
as !t� o. 200300064122 60 0 / a� 0.14 acres C= 64.93 6,668 sq. I
' \ / O� ° °- // / / 0.15 acre ° • Existing Sanitary Sewer
28 o r'� °- k010 / / e162.22' - I New Sanitary Sewer
c655 00 sq. ft. � O � 1� � =175
\ P \ c> > 7.5 D. U. .
Q\ \s ,�9 \ \e \ I \ `- N , 65E \ 0.1 acres o. G / L- .64� /� " / I /J -� - - Existing Contour
/ / _ N89'4 20
S /S 6j9 9�� �\ \ C J \ f I ' \/E P O �, E 27 0 0� \ R =1 2 - L R =20' 105. (� -- - 000 Existing Index Contour
St' 6' \ \ I /> '� 1 \ ,° �'' b;+s88 sq. ft. °_ G // i -22.18 _ = 5' W Proposed Water Main
\\ \ I \ \ i^ L -28.18 ,/ L -12.2 Overall Property Boundary
0.15 acres STAN =11' 09" R =125' 50' R =1 , (�' _ P Y
} W x ° B.S.L. PfOp° Right -of -Way
A' /�? o.
(/---L= 197.48 l \ 2, Nis , '`� C= 22.18' 19 J q. ft. o Building $ti 6" WATER W )� 30 /' , °' g Setback Line
\ \ \ 17 80 6,460 s ft. �, °� n L 9 9:445r -sq. 'ftr vi w .14 acres D. &U.E. Pro�pused Easement
6
\ \ \r / D= 5 °06�'U6" , \ \ \ o� oo. 15 cres ' �V �, i/ �p o. =1025' 2a� 0.22 acres m -BC \ - ' D. E. = Drainage & Utility Esmt.
Br =N 41 27 2�V l \ \ oo-r'�3 ' ��.. 0 • i 'off ti� + l / o - - - - -Tree Preservation Area
h= 197.41 ` J ,� �' 0 00 20 �p ( I N •43'2 "
\ \ \� a11/ 6 i } ed 00 2� 6,417 ft. ° �gv rpN 1 w 05.00' ' -
ALTERNATE \ \ \ \� MON AREA / Nw
\ , g 55 P5 acres gSy --��,E P I o =
STREET NAMES \ 4.8 ACRE ' �� '' 655 5� °cs °- �o' /� PR/ , � I /
TRENTON COURT � \ \ / 2r,� 6,300 sq. ft. I i$i� 1° 6 p� +� / N 0 6 00 sc( ft. I ° f _ --
COLONY COURT \ \\ \ 0° / 'o oO 0.14 acres �/ / N o 14 /acres o r� I
PRINCETON COURT / 22 o
SARATOGA COURT �\ I RSO, `17.21 �� o\ 2 6,00 sq. ft. / Q " I
w` I i
R -50 Q \" �G\ acres / / / I N8
(^ O..� / 3 "E v� - 105.00' -
\\ \ ( I as �� / 23 °° / °� 5X82 Q - L= 0.02' 1 I SITE --
```� ?, 6,300 sq. ft. / 6 N6 ' - 150 > J R= 25 ' _
\\ GOV \),;, ' 8 ' ITARY �: 0.14 acres �G / Dry L= 60.02 0 8547
sq.
q ( 'r�• �'
LAND DESCRIPTION vo. °o. j / /TAN =30.42
Inst. No. 9559886 \ \� \ 10 5 \ 4 O° a� / 822'55'35" ± OX acre?
/ C= 59.62' SAN OX
6,30 sq. ft, �y / 60 �° _ ,
A part of the North Half of the Southwest Quarter of Section 19, Township 18 �, \ • \ / I o 0 0.14 a s // / / L =28 , R -10 02' 9L - -
North, Range 4 East, ,O '�, \ \ o, , y °E =175' i7� ' I EAST 136th STREET F
more articular) described as follows: O0 ��`/ ��° \ \ \ 25 �' ?s / 0 6 9 ' / / /� "W TAN =30.42 �I I
particularly 700 9c \ \ ` / �, 6.300 sq. ft. 6p0 N 55 S7 •35`x°, r'c,: = 22'55115" f I I Z
Beginning North 89 degrees 14 minutes 55 seconds East, 1440.16 feet East of the > ''S' �o \ \ ` 0 14 acres �/ 13.66 59.62 J I I _,
Northwest corner of said North Half of the Southwest Quarter of Section 19, 9 C Ss, \ \ v� p_ \ ' „vt ��_ 15 B.S.L. . &U E.
Township 18 North, Range 4 East at a point on the East right of way line of State 60 ,4/0 ,p. \ oo -r'�� �j , ��' �5 �" 8" wATdR 360' I
Road #431 and on the North line thereof; 9� \ \ \ / O p0 } 565 00 / WATER a,
thence continuing North 89 degrees 14 minutes 55 seconds East on and along the �49 A l` \ \ \ \� ( p 0 / e / 6 °'� p - --
North line of said Quarter Section 1110.33 feet to a round stone; o' r o� ��- g�- • �R`I 1 8 L =27.52
thence South 00 degrees 16 minutes 40 seconds East 623.00 feet to an existing /�o �� �L \ \ \� \ 0 0 PR�� '�� „� / // Vol S ft. R -20' a 6' L- 9.27' -
q• I MAIN STREET
iron pipe and the North right of way line of the abandoned Traction Company right c0� �1` QG \ °� \\ \ \ \� O SRE� 0� N6�g9 Q 0 J'r, 0.2 y2o R 175 0J8 ' 2 cr
of way O'/ 2p \ �' / 1 fO0 15 60/ sE v o / / 0 14k R 6217 �� of -- - --
thence
North o line of degrees minutes
ofswayn ineWest the Eassterlytright of way of >> `s� \ \ \\ \ \\ `'� / / 5 ���• / P�� vE 7 0 �+ = 21.82' 0 AREA LOCATION MAP
I SCALE: 1" = 2000'
State Road #431; ,d / \ O' / O� 6 300 sq. =fi25' 6 /-•- I I
thence North 50 degrees 39 minutes 55 seconds West 155.25 feet; �9F 6S� \ \ \ \\ Need Limited Access t Of Way p0 / 1° �S\-''
thence North 44 degrees 00 minutes 05 seconds West 300.00 feet; % \ \ \ \V \ �r InSt. N0. 200 073740 6° / �� aa. /0.14 a res rO L= .30' l37 60 ` ,
thence North 42 degrees 16 minutes 55 seconds West 100.04 feet; �/j (Limited aCCeS does NOT apply t / 16/ .° � / / =12 15' .S.. E. ` DEVELOPMENT SUMMARY
thence North 45 degrees 35 minutes 10 seconds West 108.44 feet; \ \ \ \ , pp Y // O. *3\ „
thence in a Northwesterly direction 189.93 feet along an arc deflecting to the right �/ \ ory 82.53 COur / tN 6,300 �q. ft. �• , 8 NIT
and having radius of 5679.6 feet and subtended b a Ion chord having a \. �• 0.14 /acres vg'• R -150 ' TOTAL SITE AREA = 12.40 + / -ACRES
bearing of 43 degrees 02 minutes 35 seconds West y 9 9 _Ps \ \ \\ \ -7 COMMON AREA i °� Na. � // �'b S ti' �• / L= 29.26' �' Wood TOTAL LOTS = 33
and a length of 189.93 feet; \ ` � 5 0 5 h / TAN= 14.67 shed I
\ 4.84 ACR / o. s, 5 e �6� 0 � 0. ' 113 LOTS - APPROXIMATE MIN. SIZE 60'x 105'
thence North 34 degrees 48 minutes 35 seconds West 219.31 feet to the North �. 0 �pl, \ - g/ 6,290 sq. ft. 6" WATER 1 p i = 1 °1'�1s 30 '�I PROPOSED DENSITY = 33/12.40 = 2.66 +/- UNITS /ACRE
line of said Southwest Quarter and the place of beginning. 7 v c� \ g' " 0.14 acres ti C =A, °� I
ps �o r� \ \ \ ^ / o Na. / m PERMITTED DENSITY = 4.19 UNITS /ACRE
EXCEPT that real estate conveyed to Board of Commissioners of Hamilton County / o / Os \ �• / / -' a `�' 1'I (SEE OPEN SPACE PLAN)
'�s R' 8,486 sq. ft. ` ` � TOTAL COMMON AREA /OPEN SPACE = 4.84 +/- ACRES
per Warranty Deed recorded as Instrument #200100073740 in the Office of the r` r 60 00 4 / �� - �19 acres
Recorder of Hamilton County, Indiana. �o /`98 N \ \\ J / $tie ti / /� /� ,\Zk / R_ 150 �p xr I OPEN SPACE PERCENTAGE _ (4.84/12.40)x100 = 39.0%
O / -26.118 SUBJECT PARCEL ZONING = R1 (RESIDENCE DISTRICT
Containing after said exception 12.40 acres , more or less. ��•9c�s `Sr I ' ,^�_ --- �/ TAN = 13.12' �`� 7.041 s ® I )
� � �o \ � ---� / '' � � / �o � � \ �= 10'00'0 � 0.16 a
Subject to and Easement for water lines granted to The City of Carmel by /p \ / C= 26.15'
instrument recorded July 31, 1985, in Book 3, Pages 39 -41 as Instrument No.
85 -10715 in teh Office of the Recorder of Hamilton County, Indiana. `S ' a \ � • / ' 10 g5.\-'' / °o • PRMIARY PLAT FOR"
6,451 sq. f .
Subject to an Easement for utilities granted to The City of Carmel, Indiana, an O
a` L- . � a °.,5 acr \� � - YO RKT
Indiana Municipal Corporation by Instrument recorded July 3, 2003, as Instrument �' � 0 � ° OWN W OODS
az RS R =50 � a. �
No. 2003 -64122 in the Office of the Recorder of Hamilton County, Indiana. R/w 1 / 11YO G i
/ Z 6,300 s
Subject to all other legal easements and rights of way of record. ALL PAVING TO COMPLY WITH �, r'
50 RIGH -OF -WAY SECTION 401.5 OF THE I.N.D.O.T. �' EVE' 0.14 cres DEVELOPER.
• SPECIFICATIONS BOOK �' O �{ °� a. /
\ \ g5�� i 'o° / / / MHE DEVELOPMENT, LLC
0 -f 15 2 6-0 sq. ft. / 55 MONUMENT CIRCLE, SUITE 201
10' 30' PA EMENT 10' . 0.14 acres
2' -0" CONCRETE CURB 2' -0" CONCRETE CURB �o \ 1 �� �/ / / INDIANAPOLIS, INDIANA 46204
(317) 264 -1833
5' CONCRETE WALK BITUMINOU SURFACE 5' CONCRETE WALK O�'sry ,, �'\ ti� 6�0 sq. ft. / ENGINEER:
P \ 8 SAN1TARy�- o�'` 9 / / \ \\ K
ry > 0.14 acres / i CIVIL & ENVIRONMENTAL CONSULTANTS INC. �\ v /
ocPaa /o�' �or� 10 WEST MARKET STREET SUITE 1360 ���i;�ST�Rs'��
SLOPE 1 /4" FT I -'I
/ 1
�6"
SLOPE 1/4" PER FOOT MIN
1" H.A. SURFACE)
3" H.A. BINDER -
9" COMPACTED #53 STONE BASE
SLOPE 1/4" PER FOOT MIN
`- PREPARE SUBGRADE COMPACTED
TO 95% STANDARD PROCTOR
NOTE: 0.10 - 0.15 GAL. /SQ. YD. OF TYPE AE -T
ASPHALT EMULSION TO BE APPLIED
BETWEEN EACH LAYER OF BITUMINOUS
MATERIAL STONE, AND FACE FO CURBS.
TACK COAT (PER ISHA SPEC'S.)
TYPICAL STREET CROSS SECTION
NOT TO SCALE
SLOPE 1/4" FT. \ 14 00+��, / /j �/ � 1 °� °b��o°a / /e"I° INDIANAPOLIS, INDIANA 46204 Q¢ NO.�O
\ \\ \\ \ N 6,300 sq. ft. rp�J �I Go• / (317) 655 -7777
x11.14 acres // o�j S ° 061111 c°° °11 / / ST0529
SATE OF
d Cis r• \ / Vn / �NDIAoP Q�
J
SURVEYOR: '% "� S�R���` \
Ile
•- S.S.D. TO BE INSTALLED
UNDER CURB BOTH SIDES
OF STREET / /
/ u r f p r u � k
+0 / ® DATE:P I a n n s L. L. C .
'5
234 SOUTH FRANKLIN RD., INDIANAPOLIS, INDIANA 46219 17
V1 �t X �� 317/353-6161
U
9 o
4� 3:
o
!� Cd
vi
7 •;
►--� N to ° r I.: warn °o
w\� `j a
0 1r
��N �� ^ °X
W .� = v
�-1 c
�, v � c
� N � 'U J
1I�11 Z
0.9
a� a~NO
�U0 '�
W �
.c
N
v
W
> r-4
n D Q
0
W:;�
Lo
®,
DWN BY: JCB
CHKD. BY: EAG
SCALE: 1" = 40'
DATE: 4/6/05
W LO
Cq
CV
O
0
Q 0
0 (P�
0 w
�D w
�w �0
Owe
C
�cn a
0� �D
!W 0
0
I-
CEC PROJECT NUMBER
050318
DRAWING NUMBER
P1.0
SHEET 1 OF 1