HomeMy WebLinkAboutPreliminary Plat pg 1THIS INSTRUMENT PREPARED BY:
DENNIS D. OLMSTEAD
STOEPPELWERTH AND ASSOCIATES INC.
9940 ALLISONVILLE ROAD
P.O. BOX 509007
INDIANAPOLIS, INDIANA 46250
PHONE: (317) 849 -5935
THIS INSTRUMENT PREPARED FOR:
CENTEX HOMES
6602 E. 75TH STREET, SUITE 100
INDIANAPOLIS, INDIANA 46250
PHONE: (317) 915 -2200
CONTACT: TOM KUTZ
JAMES D. NICHOLSON
INST.#9315518
N-W- COR. E 1/2 S.W. 1/4
SEC. 20 -TI SN -F;3E
NORTH LJNq S.W. 41 st STREET THOMAS THOMAS M. KING
INST.#9713300
169.26' ,
25' D.dcU.E 2' N.A E.�
40' B.L. -
i \}jpryr
mr�C• �:
r
ROBERT L STANLEY &
HELEN P. STANLEY
INSL# 9909934775
1 j e
W
00 01 A.
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I
I f 123;797. sr'ft . ez�
N VA�. D.U.& L A.E. '•
W
4
N89'4727'W \
4i 168.27'
ro
I" 4 36 �� a
1 143. sq.ft.
N88b'47.27'W
3
<� I 13,5027sq.ft
PETER C. HENTZ &
li
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v
o8 _
v,
MARGARET B. HENTZ
1
25 D.&U.E.
o M
13,50b. sq.ft.
INST.#9809856771
TOTAL LOTS
C�
0
w
oz
o
N8 '47'27'W
N
1.41 U
1
AZ:
1,000. sq.ft43:
y5o'00'
B
I 589�4T2TE
\
.
I 39
140.00'
s
*
13,5 �0. sq.ft
� M
7 `° N
o V
m 3
4 q
m
N8947'27'W
m N
-c IS89a7'27"E-
OPEN SPACE IN THE SUBMITTED PLAT
sq.ft.
- -�'150.00'
,593. sq.ft
-
1 -2 5,__sq ft•
15,830. sq.ft.
MAINTENANCE ACCESS EASEMENT
14,420. sq.ft.
35 B.L
S-
`
P"
Z
18,545. , sq.ft.
l0 13,5i �q.ft
_
-
25' D.U.&S.S.E.
//W
V
o N89,47'27iw
3S'
r
-:-
25 D.& U.E.
150.00' -3 w
30.03'
90.00'
_
M
L
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l
/�'
41 M
W
O
IZ
j
13,500. sq.ft.
h
L-;5' D.U. &S.E.
N
MICHAEL A. CLAYFOR &
`
N89'47I27"W
DEBORAH L WINCHESTER
11
150.00'
INST.#8823996
Q
1`5 D.0 &S.
j
I
°
13,500. sq.ft.
II
+
N89.47'27'W
0f
d'
O
I 150.00'
CO
I
N °
43
r11Si
N
C-4
°I
13,500. s.
I
,`11 %s � ....... 6� •,,
--
N89-17!27'W"
LL
O ��O O O ��7 c
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w /15D,00' J
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13,737. sq.ft °
FHASE
E4
Go
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tG
+ N
O
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aaxa� c min rz^*caae tom?
15' D:£.
200.33
1"=
-
L
25 D.&U.E.
40'
B.L.
TOTAL LOTS
3
149.44' 14 in
0
w
oz
o
j 46 E
GROSS DENSITY
1.41 U
1
AZ:
1,000. sq.ft43:
32.004
B
I 589�4T2TE
\
N o
C.A. #1 .
140.00'
75, 616 .\,,sq. ft.
*
VAR. D.U.& LK .A.E•
� M
7 `° N
o V
m 3
h
s
THE RIDGE AT HAYDEN RUN
- = W
i4:419__ffiW
LEGAL DESCRIPTION
Part of the East Half of the Southwest Quarter of Section 20, Township 18 North,
Range 3 East in Hamilton County, Indiana, more particularly described as follows:
Beginning at a point on the East line of the Southwest Quarter of Section 20,
Township 13 North, Range 3 East which is 263.49 feet South 00 degrees 28
N.E. COR. S.W. 1/4
SEC. 20- T18N -R3E ( assume bearing) minutes 36 seconds West d bin from the Northeast corner thereof;
thence North 90 degrees 00 minutes 00 seconds West parallel with the North line
�� ` P.�,•, .vr• __ ___ -' ., .� of said Southwest Quarter 826.60 feet; thence North 00 degrees 28 minutes 36
3,Si;AVEMENI ElE9�+T�Kt_-- _.�.- --.r" -••-• r. �,._.- ._- a,,, -.-- e- w.��...•., -- s<r. -- C- .-= .r_; -= - ••- R•-- r- �'i= «or -...
seconds East parallel with the East line of said Southwest Quarter 263.49 feet to the North line of said Southwest Quarter; thence North 90 degrees 00 minutes
yy � r' i 00 seconds West on and along said North line 499.25 feet to the West line of
S)FONE(SHOULDER �n „ - ��
�EDE`STRIENSHOILDER the East Half of said Southwest Quarter; thence South 00 degrees 26 minutes
-(TYPICAL) :+ -" �.� -! �/ / 08 West on and along the West line of said East Half, 2628.43 feet to the South
line of said Southwest Quarter; thence South 89 degrees 58 minutes 42 seconds
, Fi East on and along said South line 1323.96 feet to the East line of said
- -' / / Southwest Quarter; thence North 00 degrees 28 minutes 36 seconds East on and
04 - ' along said East line 2365.45 feet to the place of beginning, containing 74.347
N -
y f acres more or less.
S /42480/Legal
October 18. 2001
W D. BOONE "� � /
P.B. 238, PG. 101
/ ..tea. w �-- • o+n-- . -_...- •.-�
90;00` 90.00' 90.00' 90.00'% - 9D.00" 90.00 7 90.04
-
15' D:£.
N 45
1"=
12,000
12,752. q.ft. I
S8530100
;V
/
0
/
`
TOTAL LOTS
3
149.44' 14 in
}�
w
oz
o
j 46 E
GROSS DENSITY
1.41 U
1
AZ:
1,000. sq.ft43:
32.004
B
I 589�4T2TE
a PC
N o
a rf w
140.00'
43,450. S�q
*
1
12,559-
� M
7 `° N
o V
m 3
4 q
m
I 12,513. sgtft.
m N
-c IS89a7'27"E-
THE RIDGE AT HAYDEN RUN
- = W
i4:419__ffiW
LEGAL DESCRIPTION
Part of the East Half of the Southwest Quarter of Section 20, Township 18 North,
Range 3 East in Hamilton County, Indiana, more particularly described as follows:
Beginning at a point on the East line of the Southwest Quarter of Section 20,
Township 13 North, Range 3 East which is 263.49 feet South 00 degrees 28
N.E. COR. S.W. 1/4
SEC. 20- T18N -R3E ( assume bearing) minutes 36 seconds West d bin from the Northeast corner thereof;
thence North 90 degrees 00 minutes 00 seconds West parallel with the North line
�� ` P.�,•, .vr• __ ___ -' ., .� of said Southwest Quarter 826.60 feet; thence North 00 degrees 28 minutes 36
3,Si;AVEMENI ElE9�+T�Kt_-- _.�.- --.r" -••-• r. �,._.- ._- a,,, -.-- e- w.��...•., -- s<r. -- C- .-= .r_; -= - ••- R•-- r- �'i= «or -...
seconds East parallel with the East line of said Southwest Quarter 263.49 feet to the North line of said Southwest Quarter; thence North 90 degrees 00 minutes
yy � r' i 00 seconds West on and along said North line 499.25 feet to the West line of
S)FONE(SHOULDER �n „ - ��
�EDE`STRIENSHOILDER the East Half of said Southwest Quarter; thence South 00 degrees 26 minutes
-(TYPICAL) :+ -" �.� -! �/ / 08 West on and along the West line of said East Half, 2628.43 feet to the South
line of said Southwest Quarter; thence South 89 degrees 58 minutes 42 seconds
, Fi East on and along said South line 1323.96 feet to the East line of said
- -' / / Southwest Quarter; thence North 00 degrees 28 minutes 36 seconds East on and
04 - ' along said East line 2365.45 feet to the place of beginning, containing 74.347
N -
y f acres more or less.
S /42480/Legal
October 18. 2001
W D. BOONE "� � /
P.B. 238, PG. 101
/ ..tea. w �-- • o+n-- . -_...- •.-�
90;00` 90.00' 90.00' 90.00'% - 9D.00" 90.00 7 90.04
-
C.A.
15,495. V.-E.
/AR. D.U.&
90.00' 90.00' / 98:11` 6.98' ?7 �� 2 q`I s I 107.49'
25` D�dcU.E . f w w 25' D.dc `�E 47` \ 9� 65 25' D.& U.E.
35 B.L i N 3 ui 35 qr� / 35' B.L
o o a
d o0 ° oa d •ro
35 0 ^ 34 �I o ' I- 33 ° 32 v \ �,� 16,860. sq ft. I
12,600. sq.ft. � 1 ,600. sq.ff' 13,880. S ,fth ^� \ �*o s..•
13,266. sq.ft. ry`vy, 31 / dos- o� -\ S8s24'o3 "E
15' D.E.
90.00' 86.43' 2,798. sq. ft..4 N� s 184.98'
f I
S89'52'53'E 6�8j>� O'hti 00 f � mod" � \ � - � o
10
sss34 sso3 30 \ F N\ 5,256. sq.ft. l !21g
3+
1 ,755. sq.ft. \ \ \S89-24'03'E
A. #3 � I 595.D w -4 i 148.76
541. s .ft. .�^� i ASg,1a ' r
D.U.& 9.A.E.. % ••• \ ;! +' 11 (°
- o' 29 1 ,332. sq.f . o
f' m ° 13,348. sq.f
/ fi.. ��• i w S89'24'O3'
��--
,.;� N8924'03 "W n R 140.00'
140.00' B, g
28 °o I 1 .6 0 ?sq.ft. \ a°,
12,748. sq.f . I 0) N I 15' D.U. &s.
POND'S L 75' D.U. &S.E. S8 4' 03.E
64,998_ sq.ft. N8924'03'w I J 140.00'
51,47' SS • 1. 3 143.30' n of
15' D.U.&S-E
89'47'27'E 25 _\ s3 i • °° ° 13 ! I o
9 w , 344 +R� i; �\ ,n 15' D.U. &S.E. m w aoi in o
115.00' 15 E n \2 F \ 1 N o 27 I ° °o o° �.1 ,600. sq.ftl °
I°�
- / a1
W M o o \� ! h rn 13,045. sq.ft"' ao n
I Co `� ° r. ° • N S89'24'03'E
In M ° ° �1 • l N
"' g 49 1 '
° N _ z r� c'm y1 •- r N8924'03 "W 140.00' 4i
o• 5 s
`-14 ; 48 0 12,85. sq.f�t. 18,235. sq.ft. a� !� '7�I6so' -co
o
I N I
6,014 sq.ft.
`' �'
q 'y N N 1T
n 3 s !
35 B.L. �� . -(ja 6� � n f 13,34' sq.ft. I�
y 25 U.&S.S.E 1k''�" r.�5j 90,\ �a� ;� } 14,474. sq. .
F 3 {, S81 .0l '54-E
1 � _ •'..• -... M v. =; r� • 4' X61 y l � ° i 144 34'
S89'47'27'E\ - N 228.36' 38'R. oI� v` 51
w
IN I
N I
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I(A
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1 i5 I w
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' \ 1117 1185. S . {t. rn o z / 80 / I I PROPOSED C.T.R.W.D.
q } ° / 25 g 1 SANITARY EWER INTERCEPTOR
95.0 .22'38 'n /s.f0 �iS,13,540. sq.ft ��, 1 14,522. ''stF.f #. n h I lo,!!!y
25 D.&U.. /
35' B. i ls• 40 b 4 F ai °O RO• s'F tY ,i), / "
3 o °• s ate; �y o. \ �, I I 1
r 1 Mo r A ft. o 54 53 ti ��o y s, Jty�•:i
0 16
C5 1
, .
a tr °$ 1•8,23V sq.ft. "14,214. �S
s�q.� ft . 2,856. q f
15' D.UI&S.E. g ° I
\x.0,0/ �y� ��'�' / O° / t SS'sr0• y°
9'47' 7'E 83 15 O� 10 'y`L O; 4 w3 00, o�° 6,°
-7 115- ;600. sq.ft. /12,998. sq.ft.
15' D. deS.E. /// IV7476. 'ST 47�" " ._ I I
° 55 E 'm 'S "W N89'47'27 "W -.. -• .e7 / �'S,. \ ZS.
.'..
12,, 65. sq.ft' ° o p0 .ojo, 2 "qo �� oo° a�
89'47'27'E i nl QEOEgP� N C.A. 3 \ 13,166 2s�, ft. 18 G¢SF 2 5'
J/ ... f w
__- 141.25' I e ti 'y 'i75;541. sif ft. `1� 4ke. / �P �' 13,192. sq.ft. -,
0 • \J
n `J „R- ' //a at; VAR. D.U.& LM Aj ' a1 l9y4 yi �� SS'RO.
56 M; �;
4,831. sq.ft. f ro N 2)
0 0� N86'33'35 2 14,560. s;q.f 6613,385. sq.ft
90.00' a , ;10.
•� 1 111 ;L 4 51:73' f
ycj tv z 15 D.E. / �° / �
N74�6531W / 980, F Q /� C.A. #5 I
55�; ye W 14p•oo' 1 / .y 248,676. sq.ft.
57 N e• 2O VAR. D.U.& LM.A.E. W
x \ 4,808 S I ?16,122. sq.ft. o � 50 o ( ER FAMILY PARTNERSHIP, LF
/� INST.//9509566104
4 12,600. sq.ft.
N� . - -''� o
n- S \. �- __ 25 D. &U.E 240.7�# _ -' o S87 i4'S6" " r'° N
N
sE e
f 69,158 sq.ft. I I z
•
� I I
•
SOILS MAP
NOT TO SCALE
SITE DATA
AVERAGE LOT SIZE
15' D:£.
S .Ft.
1"=
12,000
15 D.E.
%
/
`
TOTAL LOTS
105
o°z
v
oz
o
Ac.
GROSS DENSITY
1.41 U
1
TOTAL COMMON AREA
32.004
w
- N _.. N
a PC
N o
a rf w
m �e�
7
43,450. S�q
*
1
12,559-
t o=
m 3
4 q
m ca
5
N
W
COMMON AREA
8
OPEN SPACE IN THE SUBMITTED PLAT
sq.ft.
12,576. sq� t.
• •L
,593. sq.ft
-
1 -2 5,__sq ft•
15,830. sq.ft.
MAINTENANCE ACCESS EASEMENT
14,420. sq.ft.
35 B.L
S-
`
P"
Z
18,545. , sq.ft.
_
-
25' D.U.&S.S.E.
//W
V
-
3S'
r
-:-
25 D.& U.E.
J
30.03'
90.00'
_
0)
L
�_
l
/�'
„ A, • �� �.,•
C.A.
15,495. V.-E.
/AR. D.U.&
90.00' 90.00' / 98:11` 6.98' ?7 �� 2 q`I s I 107.49'
25` D�dcU.E . f w w 25' D.dc `�E 47` \ 9� 65 25' D.& U.E.
35 B.L i N 3 ui 35 qr� / 35' B.L
o o a
d o0 ° oa d •ro
35 0 ^ 34 �I o ' I- 33 ° 32 v \ �,� 16,860. sq ft. I
12,600. sq.ft. � 1 ,600. sq.ff' 13,880. S ,fth ^� \ �*o s..•
13,266. sq.ft. ry`vy, 31 / dos- o� -\ S8s24'o3 "E
15' D.E.
90.00' 86.43' 2,798. sq. ft..4 N� s 184.98'
f I
S89'52'53'E 6�8j>� O'hti 00 f � mod" � \ � - � o
10
sss34 sso3 30 \ F N\ 5,256. sq.ft. l !21g
3+
1 ,755. sq.ft. \ \ \S89-24'03'E
A. #3 � I 595.D w -4 i 148.76
541. s .ft. .�^� i ASg,1a ' r
D.U.& 9.A.E.. % ••• \ ;! +' 11 (°
- o' 29 1 ,332. sq.f . o
f' m ° 13,348. sq.f
/ fi.. ��• i w S89'24'O3'
��--
,.;� N8924'03 "W n R 140.00'
140.00' B, g
28 °o I 1 .6 0 ?sq.ft. \ a°,
12,748. sq.f . I 0) N I 15' D.U. &s.
POND'S L 75' D.U. &S.E. S8 4' 03.E
64,998_ sq.ft. N8924'03'w I J 140.00'
51,47' SS • 1. 3 143.30' n of
15' D.U.&S-E
89'47'27'E 25 _\ s3 i • °° ° 13 ! I o
9 w , 344 +R� i; �\ ,n 15' D.U. &S.E. m w aoi in o
115.00' 15 E n \2 F \ 1 N o 27 I ° °o o° �.1 ,600. sq.ftl °
I°�
- / a1
W M o o \� ! h rn 13,045. sq.ft"' ao n
I Co `� ° r. ° • N S89'24'03'E
In M ° ° �1 • l N
"' g 49 1 '
° N _ z r� c'm y1 •- r N8924'03 "W 140.00' 4i
o• 5 s
`-14 ; 48 0 12,85. sq.f�t. 18,235. sq.ft. a� !� '7�I6so' -co
o
I N I
6,014 sq.ft.
`' �'
q 'y N N 1T
n 3 s !
35 B.L. �� . -(ja 6� � n f 13,34' sq.ft. I�
y 25 U.&S.S.E 1k''�" r.�5j 90,\ �a� ;� } 14,474. sq. .
F 3 {, S81 .0l '54-E
1 � _ •'..• -... M v. =; r� • 4' X61 y l � ° i 144 34'
S89'47'27'E\ - N 228.36' 38'R. oI� v` 51
w
IN I
N I
oI�
I(A
z
I ; I
CAI
a
1 i5 I w
r
' \ 1117 1185. S . {t. rn o z / 80 / I I PROPOSED C.T.R.W.D.
q } ° / 25 g 1 SANITARY EWER INTERCEPTOR
95.0 .22'38 'n /s.f0 �iS,13,540. sq.ft ��, 1 14,522. ''stF.f #. n h I lo,!!!y
25 D.&U.. /
35' B. i ls• 40 b 4 F ai °O RO• s'F tY ,i), / "
3 o °• s ate; �y o. \ �, I I 1
r 1 Mo r A ft. o 54 53 ti ��o y s, Jty�•:i
0 16
C5 1
, .
a tr °$ 1•8,23V sq.ft. "14,214. �S
s�q.� ft . 2,856. q f
15' D.UI&S.E. g ° I
\x.0,0/ �y� ��'�' / O° / t SS'sr0• y°
9'47' 7'E 83 15 O� 10 'y`L O; 4 w3 00, o�° 6,°
-7 115- ;600. sq.ft. /12,998. sq.ft.
15' D. deS.E. /// IV7476. 'ST 47�" " ._ I I
° 55 E 'm 'S "W N89'47'27 "W -.. -• .e7 / �'S,. \ ZS.
.'..
12,, 65. sq.ft' ° o p0 .ojo, 2 "qo �� oo° a�
89'47'27'E i nl QEOEgP� N C.A. 3 \ 13,166 2s�, ft. 18 G¢SF 2 5'
J/ ... f w
__- 141.25' I e ti 'y 'i75;541. sif ft. `1� 4ke. / �P �' 13,192. sq.ft. -,
0 • \J
n `J „R- ' //a at; VAR. D.U.& LM Aj ' a1 l9y4 yi �� SS'RO.
56 M; �;
4,831. sq.ft. f ro N 2)
0 0� N86'33'35 2 14,560. s;q.f 6613,385. sq.ft
90.00' a , ;10.
•� 1 111 ;L 4 51:73' f
ycj tv z 15 D.E. / �° / �
N74�6531W / 980, F Q /� C.A. #5 I
55�; ye W 14p•oo' 1 / .y 248,676. sq.ft.
57 N e• 2O VAR. D.U.& LM.A.E. W
x \ 4,808 S I ?16,122. sq.ft. o � 50 o ( ER FAMILY PARTNERSHIP, LF
/� INST.//9509566104
4 12,600. sq.ft.
N� . - -''� o
n- S \. �- __ 25 D. &U.E 240.7�# _ -' o S87 i4'S6" " r'° N
N
sE e
f 69,158 sq.ft. I I z
•
� I I
•
SOILS MAP
NOT TO SCALE
SITE DATA
AVERAGE LOT SIZE
13,754
S .Ft.
SMALLEST LOT
12,000
S .Ft.
LARGEST LOT
18,739
S .Ft.
TOTAL LOTS
105
12.740 AC.f
TOTAL ACRES
74.347
Ac.
GROSS DENSITY
1.41 U
A
TOTAL COMMON AREA
32.004
Ac.f
PRESENT ZONING
S -1
j
w
SUBMITTAL DATE
12/7/01
ALLOW. DENSITY
1.42 U
A
*PERMITTED DENSITY = BASE DENSITY [1 +1.5(OSP- SOSR)]
PERMITTED DENSITY = 1 [1 +1.5(43 % -15 %)]
PERMITTED DENSITY = 1.42
SPEED LIMIT: 25 MPH
10'
2' -0'
8830.
4' CONC. WALK I I ( 4' CON WALK I+ Trt
.SLOPE Ile FT.
SLOPE: 1/4" / FT. SLOPE: 1/4' / FT. SLOPE t/4" FT-
PREPARE SUBGRADE COMPACTED S.S.D. TO BE INSTALLED
TO 98X STANDARD PROCTER UNDER CURB BOTH SIDES
OF STREET
NOTE: 0.10 - 0.15 GAL SpQ. YD- OF TYPE AE -T
ASPHALT EMULSI TO BE APPLIED
BE EACH LAYER OF BITUMINOUS
MATERIAL STONE, AND FACE OF CURBS.
TACK COAT (PER ISHA SPECS.)
TYPICAL STREET CROSS SECTION
NOT TO SCALE
GENERAL NOTES:
1) ALL WELLHEADS WILL BE ABANDONED
BY STATE HEALTH PROCEDURES DURING
CONSTRUCTION.
LOTS
TOTAL ACRES
TOTAL C.A.
SECTION 1
58
44.413 Ac -f
19.264 AC.t
SECTION 2
47
29.934 AC.f
12.740 AC.f
TOTAL
105
74.347 AC.t
32.004 AC.t
*PERMITTED DENSITY = BASE DENSITY [1 +1.5(OSP- SOSR)]
PERMITTED DENSITY = 1 [1 +1.5(43 % -15 %)]
PERMITTED DENSITY = 1.42
SPEED LIMIT: 25 MPH
10'
2' -0'
8830.
4' CONC. WALK I I ( 4' CON WALK I+ Trt
.SLOPE Ile FT.
SLOPE: 1/4" / FT. SLOPE: 1/4' / FT. SLOPE t/4" FT-
PREPARE SUBGRADE COMPACTED S.S.D. TO BE INSTALLED
TO 98X STANDARD PROCTER UNDER CURB BOTH SIDES
OF STREET
NOTE: 0.10 - 0.15 GAL SpQ. YD- OF TYPE AE -T
ASPHALT EMULSI TO BE APPLIED
BE EACH LAYER OF BITUMINOUS
MATERIAL STONE, AND FACE OF CURBS.
TACK COAT (PER ISHA SPECS.)
TYPICAL STREET CROSS SECTION
NOT TO SCALE
GENERAL NOTES:
1) ALL WELLHEADS WILL BE ABANDONED
BY STATE HEALTH PROCEDURES DURING
CONSTRUCTION.
VICINI -?Y MAP
NOT ?-0 SCALE
o�m
LEGEND
z
EXISTING TREE LINE
-CT--
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BITUMINOUS
0415TN6MFF_T 4 f s r
li
21
PROPOSED SANITARY SEWER
�-- • -4 PROPOSED STORM SEWER
W
n
_o Cn
PROPOSED SWALE
L I
25
LOT NUMBER
D.E.
O�
j
w
DRAINAGE UTILITY & SEWER EASEMENT
M817E-
DRAINAGE UTILITY & SANITARY SEWER EASEMENT
D. &U.E.
DRAINAGE & UTILITY EASEMENT
N.A.E.
U
B.L.
BUILDING LINE
C.A.
COMMON AREA
OSP
OPEN SPACE IN THE SUBMITTED PLAT
SOSR
WU
D.U. &L.M.A.E.
DRAINAGE UTILITY & LANDSCAPE
MAINTENANCE ACCESS EASEMENT
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0
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n
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STREET
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sIR
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VICINI -?Y MAP
NOT ?-0 SCALE
o�m
50'
LEGEND
z
EXISTING TREE LINE
-CT--
-EXISTING STORM SEWER
BITUMINOUS
z
---8M1
EXISTING CONTOUR
PROPOSED SANITARY SEWER
�-- • -4 PROPOSED STORM SEWER
W
12
z
_o Cn
PROPOSED SWALE
LEGEND
25
LOT NUMBER
D.E.
w
�
0
0
j
w
DRAINAGE UTILITY & SEWER EASEMENT
D.U. &S.S.E.
DRAINAGE UTILITY & SANITARY SEWER EASEMENT
D. &U.E.
DRAINAGE & UTILITY EASEMENT
N.A.E.
U
B.L.
BUILDING LINE
C.A.
COMMON AREA
OSP
OPEN SPACE IN THE SUBMITTED PLAT
SOSR
WU
D.U. &L.M.A.E.
DRAINAGE UTILITY & LANDSCAPE
MAINTENANCE ACCESS EASEMENT
oI.
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S-
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n.
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z
U
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SHEET NO.
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Q
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0
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:-
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L.L
V
50'
LEGEND
z
EXISTING TREE LINE
-CT--
-EXISTING STORM SEWER
BITUMINOUS
I EXISTING SANITARY SEWER
---8M1
EXISTING CONTOUR
PROPOSED SANITARY SEWER
�-- • -4 PROPOSED STORM SEWER
W
PROPOSED WATER LINE
• • <
PROPOSED SWALE
LEGEND
25
LOT NUMBER
D.E.
DRAINAGE EASEMENT
SCALE: 1 -100 D.U. &S.E.
DRAINAGE UTILITY & SEWER EASEMENT
D.U. &S.S.E.
DRAINAGE UTILITY & SANITARY SEWER EASEMENT
D. &U.E.
DRAINAGE & UTILITY EASEMENT
N.A.E.
NON- ACCESS EASEMENT
B.L.
BUILDING LINE
C.A.
COMMON AREA
OSP
OPEN SPACE IN THE SUBMITTED PLAT
SOSR
STANDARD OPEN SPACE REQUIREMENT PERCENTAGE
D.U. &L.M.A.E.
DRAINAGE UTILITY & LANDSCAPE
MAINTENANCE ACCESS EASEMENT
50'
R/W
z
0
30'
PAVEMENT
BITUMINOUS
SURFACE
z
TO COMPLY WITH
,5 OF THE I.N.D.O.T.
1" H.A. SURFACE
3" H.A. BINDER
9' COMPACTED #53_
REFIVED
DEC T 2001
Docs
JOB NO. 42480
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