HomeMy WebLinkAbout05060051 Primary Plat Rcd. 8/5/2005THIS INSTRUMENT PREPARED BY:
DENNIS D. OLMSTEAD
STOEPPELWERTH AND ASSOCIATES INC. Rl' 9940 ALLISONVILLE ROAD
=TR I
FISHERS, INDIANA 46038 -
PHONE: (317) 849 -5935
THIS INSTRUMENT PREPARED FOR:
CENTEX HOMES
8440 ALLISON POINTE BOULEVARD
SUITE 200
INDIANAPOLIS, IN 46250
CONTACT: SEAN SULLIVAN
PHONE: (317) 806 -2924
PR v4AR A
4,
3E.
N.W. COR., S.W. 1/4, N.W. 1/4,
SEC. 19, T.18N., R.3E.
NOW OR FORMERLY
ALFRED M. &
DEANNA J. STAUDER
D.R. 253, PAG 295
Jw o F
V
r./'Af�
N. LINE, N.W. 1/4, SEC. 19, T.18N., R.3E.
N.E. COR., N.W. 1/4, N.W.
SEC. 19, T.18N., R.3E.
a
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p ., I
f w f - M 30 _ � �
� O' N NOW OR FORMERLY
N89'53 25 E 319.22 0o ai o, B.L. >`' �� ��_ S89'47'17 "W N89'47'17 "E
13 590 s . ft. �z 25
DAVID P. & MARGARET A. SCHMITT
Cu q `� �' = 130.00' z 130.00'
r• 275.64' N89':'3'25 "E � 4 26 o INSTR. No. 1998 -20184
20 S.E_ , t —� r
a , 17,883 sq. ft. _ 15' R.D.E. ^' O o 15 R.D.E.
o 58.20' I u3- _
s s. 5 Ls. w 18
`l 21 o cn
� o
0
0
.
% S _
N89 53 25 E :I x 13,130 s . ft. - 13,130 sq. ft.
s `4 o q o s m o
/`O �/ -SSl• 1� A �M (nN O �'a O s O 1l� O
173.96' o I -
m (A o
31 5 rn -
rn a // 87.32' 23 S83'33 R W
.. ,, __L73.9
-
�'- 13,140 sq. ft. �h 33 u; i5` 13 C.
129• `.S89'47'17 "W 3 N89'47:17 "E L4
o m' C.A. #2 ^� N 67' 1 4 W 130.00' N R W 130.00'
/cV 90,422 sq. ft. 6c 5 �o �� Ji �o h Y o N o
' VAR. D lS. &LM.A.E. 84�, O o� h 3 rr
/ 7.:"0 ° w ryo `' ... o o, w "' 22 000 17 N
0 0 / D. ' CU I N
s . � 11,960 r. I N
h N O-
o S
rn 13 37 s ft. s ft.
25 * q' -� q
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co
........- ...,..... 3 25' J3 � � Fr'I Cf
I
32 . Y
CO �' f
16 8 s t.
v'
4
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q
R #'`,£ O
11,962 s ft. C.A. �' •
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I
{ 69,188 sq. ft.' o {;, �;, s'r co
o 0 24 J o. S89 *47'17 W of N89'47'17 "E w
• ,.. h o � VAR. D.U.S. &L. M.A.F.. v ' I �
`,_ N66• N o N o rn o v 13.293 sq. ft, (-A n'1
S8 4 0, o d• �, . N cP_ P Ld 160.32' .j 130.28' o
LAKE E o F
44' N 2 • 20,217 sq. ft. 23 j m ;n
• 15 1 9 s ft. N
1 h o W
15' R.D.E. q• 16
S • •p, •I u� N �
94• 5q t ° c 12,649 sq. ft. o
0 o N �n . , I tF o ,n ••• ..•
Ov D
N89'53'�5 „E Q G 120.03 8
r s
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1
\� !c -�• -..� -,• � ..� z 25' B. L. ;'' _ , =`'25' B.L: /! � O• � / N89'47'1 7"E
9.00 S� -- — - h T .., � / 4 S 119.49'
',9 20' D.U. &S.E. 20' D.U. &S. E,
�. 65.89' 3 .48'
N Q,
- -
�20” R'SOO. 00' - ,
U &S 2p6 -- 2o'R. z0'R. �; N89'532 3.18' MAVEN
36.79' — — — �— 266.31' — 0'R — 280.08' —4 — — rr•
..„ a 0
qj 47'
w �_ 20'' D.U. &S.S.E. 20' D.U. &S.S.E. 20 D.U. &S.S.E. 2�
co C.A.
t. 25' BL„ y 25' B.L. 25' B L,
A.E. o n 20' R § } o o VAR. D U3 &L.M.Af E.
rn o o' 0 5 (T. Y. P.) o g _o �o
o c,
O 1 Cn O W 1 r W O O R W J (d O W C� P O N
0 13,269 sq. ft. ;' 2 ° 3 °<. 4 0 5 3 m 12 0 +, 13 0 14 13,439 sq. ft. cn
N 12,151 sq. ft. o ,ri 11,960 s ft. ° cn It 960 sq. ft. oo cn 14,375 \sq. ft. I 14,355 sq. ft.°O cr 11,960 sq. ft, o s ,12,019 sg. ft. s �,
rn � o o rn R/W N _� , co
LTI 15 R D.E. 15' R.D.E:. N I 15' R.D.E. 15' D. E. ,w w
•00 -
92.00' ' ' 92.00' 92.00' 92.00' 110.46' cgl Y- 110.93' 92.00' 1 92.00'' 92.00'
N89'53'25 "E . -_- S89'55'06 "W 139,5 " 89'53'25"E 139.45' 1N89'53`25 "E "
596.82' `
S89'53 25 fit .14 f - °� 15 R.D.E. 15' R.D.E. _ S89'47'50 'W 472.50' Lj
a ° 6 cri
. ,.. r... 13,634 sq. ft. 00 I �i
o i in 13,769 sq. ft. ;n o
% N89'48'06 "W U'_ S89'48'06 "E
130.00' ' I 9 130.00' '
w
7 10 o
rr
t i o° I Do 0 11,960 sq. ft. I o p
o N - 11,960 sq. ft. 7' R W O
ON f, o Rio
m I rn o >
N89'48 06 "W I S89'48'06 "r, NOW OR FORMERLY
130.00' 130.00'
o JAMES E. &
LLi (A 60NNIE J. BARBOUR
!MERCY o -I �o O k o 011, INSTR. No. 1990 -6043
8 m_.. :i-
& o 11,960 sq. ft. oo _ 0 9 w o U
3N WINGET I c� �� N
)2 -91137 N �OM r rn 11,960 sq. ft. rn ' F
N I In
C 00
N89.48'06 "W o 0 I S89'48'06 "E _'
s=
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Z —�
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(� CJ1 •••, t J .• s
M 00
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w
125.35' T"
` v • C.A. #1
N 115,077 sq. ftv u t
-+ VAR. D.U.S. &L.M.A.E: i k.
I -
NOW OR FORMER Y 3 LAKE 2t R W °
MICHAEL D. & ; ; < - `
CHRISTINE L. GRANII•JGER • 19,465 s ft. �..z
INSTR. No. 2000 - 013906 • R W N D
I� N o�z .
w t3 ;0 ' '0
s • o p
• UJ CJI "o NOW OR FORMERLY
o W c PAUL C. &
rn D D TI SUSAN M. CLUXTON
• w D z ° D.R. 325, PAGE 250
vi i. ° LLi W M K
J (
CIO
(n 4111. :U
r m n. _ cf) v' r -C
t f ••. lrr no 7 R W 0 x
`t 18 14' 18 ° - r o
40' B.L. B N
t: 0 Q. &U.E. 40' R
40' Y2
2' N. . 110.00 S.S.D. UNDER STONE SHOULDER
3' #73 STONE 10 PEDESTRIA PATH 3`- 73 STONE SHOULDER_ -
- - - _
SHOULDER S.E. COR., S.W. 1
_ — — AE — — — — — — — - SEC. 19, T.18N.,
150
• l S89- 44'38 "W 597.85'
S.S.D. UNDER STONE SH t_DER _ S. LINE, S.W. 1/4, N.W. 1/4, SEC. 19, T.18N., R.3E.
3' #73 ON
STE SHOULDER q WEST 141 ST STREET
150' 120' 150'
NOW OR FORMERLY
DAVID P. & MARGARET A. SCHMITT
INSTR. No. 1998 -20183
r/A�AYI
N.E. COR., S.E. 1/4, N.W. 1/4,
SEC. 19 T.18N. , R.3E.
1.5" HMA #11 SURFACE
2" HMA #8 BINDER
3" HMA #5D BASE
7" #53 COMPACTED STONE
PREPARED SUBGRADE
PAVEMENT COMPOSITIONS
(T.Y.P.)
NOT -TO -SCALE
LEGAL DESCRIPTION
A part of the Southwest Quarter of the Northwest Quarter of Section 19,
Township 18 North, Range 3 East, Clay Township, Hamilton County, Indiana,
more particularly described as follows:
Commencing at the Southeast comer of said Quarter- Quarter Section; thence
South 89 degrees 44 minutes 38 seconds West along the South line of said
Quarter - Quarter Section a distance of 597.85 feet to the POINT OF BEGINNING
of this description; thence continuing South 89 degrees 44 minutes 38 seconds
West along said South line 250.00 feet; thence North 00 degrees 01 minutes 04
seconds West parallel with the West line of said Quarter - Quarter Section a
distance of 697.21 feet to the South line of the real estate described in Deed
Record 277, Page 156 in the Office of the Recorder, Hamilton County, Indiana;
thence South 89 degrees 53 minutes 25 seconds West along said South line
617.14 feet to the West line of said Quarter - Quarter Section; thence North 00
degrees 01 minutes 04 seconds West along said West line 54.00 feet to the
centerline of Little Eagle Creek Avenue; thence North 23 degrees 16 minutes 26
seconds East along said centerline 488.51 feet to the South line of the real estate
described in Instrument Number 2001 - 066834 in said Recorder's Office; thence
North 89 degrees 53 minutes 25 seconds East along said South line 319.22 feet to
a 5/8" rebar with cap at the Southeast comer thereof; thence North 00 degrees 00
minutes 54 seconds East along the East line of said real estate 117.00 feet to the
North line of said Quarter- Quarter Section; thence North 89 degrees 53 minutes
25 seconds East along s ai d No rth lin e 95 2 .60 f e et to the Northeast comer of said
Quarter-Quarter er Sec t i n• thence Sou th 00 degrees 00 mm u t I
.s
53 seconds East
along the East line of said Quarter - Quarter Section a distance of 621.78 feet to
the Northeast comer of the real estate described in Instrument Number 1990 -6043
in said Recorder's Office; thence South 89 degrees 47 minwes 50 seconds West
along the North line of said r e al estate 472.50 2.50 feet to the Noi rt
hwest comer
thereof; thence Sou th 00 deg r ees 0 0 minutes 53 seconds Ea A along the West line
o f said Real es tat e 3 4 5.59 f ee t to the Northeast omer of the real estate described
in Deed Record 285, Page 823 in said Recorder's Office; thence South 89 degrees
44 minutes 38 seconds West along the North line of said real estate 125.35 feet to
the Northwest comer thereof; thence South 00 degrees 00 minutes 53 seconds
East along the West line of said real estate 347.50 feet to the place of beginning,
containing 23.495 acres, more or less.
SITE DATA
LARGEST LOT
17,883 s .ft.
SMALLEST LOT
11,960 sij.ft.
AVERAGE LOT SIZE
13,290 s..ft.
NOW OR FORMERLY
32
TOTAL ACRES
23.495 �,c.
GROSS DENSITY
1.36 U F,
TOTAL ""0' MON AREA
9.236 A(_J
PRESENT ZONING
S -1
SUBMITTAL DATE
6/17/05
THOMAS P. MURPHY _• ���� -
EXISTING FLOW LINE
L,J
EXISTING BURIED ELECTRIC LINE
0
EXISTING OVERHEAD ELECTRIC LINES
'
EXISTING TELEPHONE LINE
W
INSTR. No. 1990 - ,20153
J
EXISTING CABLE T.V. LINE
Z
EXISTING GAS LINE
I
EXISTING WATER LINE
Ld
EXISTING SANITARY SEWER LINE; MANHOLE
EXISTING SANITARY CLEANOUT
- - - - --
EXISTING STORM SEWER LINE; MANHOLE & ENDSECTION
Z
EXISTING CURB INLET
EXISTING BEEHIVE OR ROUND INLET
GO
EXISTING SQUARE FLAT INLET
,__.. .....,...
EXISTING FENCE LINE
Lit
W
N.E. COR., S.W. 1/4> N.W. 1/4,
-
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+ +. •
N89053 25 E 952.60
_.TEMPORARY-
SEC. 19 T.18N., R.3E.
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105.53'
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130.00'
TRACT 3
NOW OR FORMERLY
N00.00 "E�
s7 0
53 •ate
15' D.E.
_..,•,
.F .
9 Ss.
o:
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MICKEY DEE &
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;117,00
6� 46 4°
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as
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KERRY LYNN MCKEIGHAN
I No. 2001 - 066834
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,.,INSTR.
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sq. ft..
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15,697--sq. ft.
-
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o
15' R.D.E.
15' R_D.E.
a
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p ., I
f w f - M 30 _ � �
� O' N NOW OR FORMERLY
N89'53 25 E 319.22 0o ai o, B.L. >`' �� ��_ S89'47'17 "W N89'47'17 "E
13 590 s . ft. �z 25
DAVID P. & MARGARET A. SCHMITT
Cu q `� �' = 130.00' z 130.00'
r• 275.64' N89':'3'25 "E � 4 26 o INSTR. No. 1998 -20184
20 S.E_ , t —� r
a , 17,883 sq. ft. _ 15' R.D.E. ^' O o 15 R.D.E.
o 58.20' I u3- _
s s. 5 Ls. w 18
`l 21 o cn
� o
0
0
.
% S _
N89 53 25 E :I x 13,130 s . ft. - 13,130 sq. ft.
s `4 o q o s m o
/`O �/ -SSl• 1� A �M (nN O �'a O s O 1l� O
173.96' o I -
m (A o
31 5 rn -
rn a // 87.32' 23 S83'33 R W
.. ,, __L73.9
-
�'- 13,140 sq. ft. �h 33 u; i5` 13 C.
129• `.S89'47'17 "W 3 N89'47:17 "E L4
o m' C.A. #2 ^� N 67' 1 4 W 130.00' N R W 130.00'
/cV 90,422 sq. ft. 6c 5 �o �� Ji �o h Y o N o
' VAR. D lS. &LM.A.E. 84�, O o� h 3 rr
/ 7.:"0 ° w ryo `' ... o o, w "' 22 000 17 N
0 0 / D. ' CU I N
s . � 11,960 r. I N
h N O-
o S
rn 13 37 s ft. s ft.
25 * q' -� q
o O
co
........- ...,..... 3 25' J3 � � Fr'I Cf
I
32 . Y
CO �' f
16 8 s t.
v'
4
Q
q
R #'`,£ O
11,962 s ft. C.A. �' •
z o
I
{ 69,188 sq. ft.' o {;, �;, s'r co
o 0 24 J o. S89 *47'17 W of N89'47'17 "E w
• ,.. h o � VAR. D.U.S. &L. M.A.F.. v ' I �
`,_ N66• N o N o rn o v 13.293 sq. ft, (-A n'1
S8 4 0, o d• �, . N cP_ P Ld 160.32' .j 130.28' o
LAKE E o F
44' N 2 • 20,217 sq. ft. 23 j m ;n
• 15 1 9 s ft. N
1 h o W
15' R.D.E. q• 16
S • •p, •I u� N �
94• 5q t ° c 12,649 sq. ft. o
0 o N �n . , I tF o ,n ••• ..•
Ov D
N89'53'�5 „E Q G 120.03 8
r s
�'Frl i
— V
1
\� !c -�• -..� -,• � ..� z 25' B. L. ;'' _ , =`'25' B.L: /! � O• � / N89'47'1 7"E
9.00 S� -- — - h T .., � / 4 S 119.49'
',9 20' D.U. &S.E. 20' D.U. &S. E,
�. 65.89' 3 .48'
N Q,
- -
�20” R'SOO. 00' - ,
U &S 2p6 -- 2o'R. z0'R. �; N89'532 3.18' MAVEN
36.79' — — — �— 266.31' — 0'R — 280.08' —4 — — rr•
..„ a 0
qj 47'
w �_ 20'' D.U. &S.S.E. 20' D.U. &S.S.E. 20 D.U. &S.S.E. 2�
co C.A.
t. 25' BL„ y 25' B.L. 25' B L,
A.E. o n 20' R § } o o VAR. D U3 &L.M.Af E.
rn o o' 0 5 (T. Y. P.) o g _o �o
o c,
O 1 Cn O W 1 r W O O R W J (d O W C� P O N
0 13,269 sq. ft. ;' 2 ° 3 °<. 4 0 5 3 m 12 0 +, 13 0 14 13,439 sq. ft. cn
N 12,151 sq. ft. o ,ri 11,960 s ft. ° cn It 960 sq. ft. oo cn 14,375 \sq. ft. I 14,355 sq. ft.°O cr 11,960 sq. ft, o s ,12,019 sg. ft. s �,
rn � o o rn R/W N _� , co
LTI 15 R D.E. 15' R.D.E:. N I 15' R.D.E. 15' D. E. ,w w
•00 -
92.00' ' ' 92.00' 92.00' 92.00' 110.46' cgl Y- 110.93' 92.00' 1 92.00'' 92.00'
N89'53'25 "E . -_- S89'55'06 "W 139,5 " 89'53'25"E 139.45' 1N89'53`25 "E "
596.82' `
S89'53 25 fit .14 f - °� 15 R.D.E. 15' R.D.E. _ S89'47'50 'W 472.50' Lj
a ° 6 cri
. ,.. r... 13,634 sq. ft. 00 I �i
o i in 13,769 sq. ft. ;n o
% N89'48'06 "W U'_ S89'48'06 "E
130.00' ' I 9 130.00' '
w
7 10 o
rr
t i o° I Do 0 11,960 sq. ft. I o p
o N - 11,960 sq. ft. 7' R W O
ON f, o Rio
m I rn o >
N89'48 06 "W I S89'48'06 "r, NOW OR FORMERLY
130.00' 130.00'
o JAMES E. &
LLi (A 60NNIE J. BARBOUR
!MERCY o -I �o O k o 011, INSTR. No. 1990 -6043
8 m_.. :i-
& o 11,960 sq. ft. oo _ 0 9 w o U
3N WINGET I c� �� N
)2 -91137 N �OM r rn 11,960 sq. ft. rn ' F
N I In
C 00
N89.48'06 "W o 0 I S89'48'06 "E _'
s=
130.00' " 8.2 130.00'
Z —�
o
._ - ..,... -O i N ui .,,a .. pv_
(� CJ1 •••, t J .• s
M 00
N S • rv8
w
125.35' T"
` v • C.A. #1
N 115,077 sq. ftv u t
-+ VAR. D.U.S. &L.M.A.E: i k.
I -
NOW OR FORMER Y 3 LAKE 2t R W °
MICHAEL D. & ; ; < - `
CHRISTINE L. GRANII•JGER • 19,465 s ft. �..z
INSTR. No. 2000 - 013906 • R W N D
I� N o�z .
w t3 ;0 ' '0
s • o p
• UJ CJI "o NOW OR FORMERLY
o W c PAUL C. &
rn D D TI SUSAN M. CLUXTON
• w D z ° D.R. 325, PAGE 250
vi i. ° LLi W M K
J (
CIO
(n 4111. :U
r m n. _ cf) v' r -C
t f ••. lrr no 7 R W 0 x
`t 18 14' 18 ° - r o
40' B.L. B N
t: 0 Q. &U.E. 40' R
40' Y2
2' N. . 110.00 S.S.D. UNDER STONE SHOULDER
3' #73 STONE 10 PEDESTRIA PATH 3`- 73 STONE SHOULDER_ -
- - - _
SHOULDER S.E. COR., S.W. 1
_ — — AE — — — — — — — - SEC. 19, T.18N.,
150
• l S89- 44'38 "W 597.85'
S.S.D. UNDER STONE SH t_DER _ S. LINE, S.W. 1/4, N.W. 1/4, SEC. 19, T.18N., R.3E.
3' #73 ON
STE SHOULDER q WEST 141 ST STREET
150' 120' 150'
NOW OR FORMERLY
DAVID P. & MARGARET A. SCHMITT
INSTR. No. 1998 -20183
r/A�AYI
N.E. COR., S.E. 1/4, N.W. 1/4,
SEC. 19 T.18N. , R.3E.
1.5" HMA #11 SURFACE
2" HMA #8 BINDER
3" HMA #5D BASE
7" #53 COMPACTED STONE
PREPARED SUBGRADE
PAVEMENT COMPOSITIONS
(T.Y.P.)
NOT -TO -SCALE
LEGAL DESCRIPTION
A part of the Southwest Quarter of the Northwest Quarter of Section 19,
Township 18 North, Range 3 East, Clay Township, Hamilton County, Indiana,
more particularly described as follows:
Commencing at the Southeast comer of said Quarter- Quarter Section; thence
South 89 degrees 44 minutes 38 seconds West along the South line of said
Quarter - Quarter Section a distance of 597.85 feet to the POINT OF BEGINNING
of this description; thence continuing South 89 degrees 44 minutes 38 seconds
West along said South line 250.00 feet; thence North 00 degrees 01 minutes 04
seconds West parallel with the West line of said Quarter - Quarter Section a
distance of 697.21 feet to the South line of the real estate described in Deed
Record 277, Page 156 in the Office of the Recorder, Hamilton County, Indiana;
thence South 89 degrees 53 minutes 25 seconds West along said South line
617.14 feet to the West line of said Quarter - Quarter Section; thence North 00
degrees 01 minutes 04 seconds West along said West line 54.00 feet to the
centerline of Little Eagle Creek Avenue; thence North 23 degrees 16 minutes 26
seconds East along said centerline 488.51 feet to the South line of the real estate
described in Instrument Number 2001 - 066834 in said Recorder's Office; thence
North 89 degrees 53 minutes 25 seconds East along said South line 319.22 feet to
a 5/8" rebar with cap at the Southeast comer thereof; thence North 00 degrees 00
minutes 54 seconds East along the East line of said real estate 117.00 feet to the
North line of said Quarter- Quarter Section; thence North 89 degrees 53 minutes
25 seconds East along s ai d No rth lin e 95 2 .60 f e et to the Northeast comer of said
Quarter-Quarter er Sec t i n• thence Sou th 00 degrees 00 mm u t I
.s
53 seconds East
along the East line of said Quarter - Quarter Section a distance of 621.78 feet to
the Northeast comer of the real estate described in Instrument Number 1990 -6043
in said Recorder's Office; thence South 89 degrees 47 minwes 50 seconds West
along the North line of said r e al estate 472.50 2.50 feet to the Noi rt
hwest comer
thereof; thence Sou th 00 deg r ees 0 0 minutes 53 seconds Ea A along the West line
o f said Real es tat e 3 4 5.59 f ee t to the Northeast omer of the real estate described
in Deed Record 285, Page 823 in said Recorder's Office; thence South 89 degrees
44 minutes 38 seconds West along the North line of said real estate 125.35 feet to
the Northwest comer thereof; thence South 00 degrees 00 minutes 53 seconds
East along the West line of said real estate 347.50 feet to the place of beginning,
containing 23.495 acres, more or less.
SITE DATA
LARGEST LOT
17,883 s .ft.
SMALLEST LOT
11,960 sij.ft.
AVERAGE LOT SIZE
13,290 s..ft.
TOTAL LOTS
32
TOTAL ACRES
23.495 �,c.
GROSS DENSITY
1.36 U F,
TOTAL ""0' MON AREA
9.236 A(_J
PRESENT ZONING
S -1
SUBMITTAL DATE
6/17/05
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SLOPE ASPHALT PATH TO ROAD
1 /4 " /FT. MIN. OR TO)NARD TOP OF BANK OF DITCH
SIV
TYPICAL ASPHALT ASPHALT PATH
1" HMA #11 SURFACE
PEDESTRIAN PATH X— SECTION 2" HMA #8 BINDER
5" #53 STONE
4' -0"
SIDEWALK 4' THICK
it it
SLOPE 1/4' FT
4' MIN. GRANULAR
MATERIAL
TEMPORARY SEEDING SHALL BE DONE
IN ACCORDANCE WITH SECTION 621
OF I.D.O.H. SPECIFICATIONS WITHIN
THE STREET RIGHT -OF -WAY.
- 50' R/W -
30' -0"
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GENERAL NOTES: (N' T. S.)
1) ALL WELLHEADS WILL BE ABANDONED
BY STATE HEALTH PROCEDURES DURING
CONSTRUCTION.
2) CONTRACTOR SHALL CONTACT THE
DEPARTMENT OF ENGINEERING TO
SCHELDULE A PRE - CONSTRUCTION
MEETING FOR REVIEW OF REQUIRMENTS.
3) ALL STRIPING SHALL BE
THERMOPLASTIC.
4) 1 MILLING WITH 1.5 H.A.C. #11
SURFACE FOR ENTIRE EXISTING SURFACE
ACROSS ENTIRE FRONTAGE.
5) PAVEMENT PLACED IN THE WEST
141ST STREET AND LITTLE EAGLE CREEK
AVENUE R/W SHALL MEET THE
FOLLOWING: 1.5" HMA #11 SURFACE
2" HMA #8 BINDER, 3" HMA #5D BASE,
7" #53 STONE, 4" #2 STONE OR MATCH
EXISTING.
6) 3' WIDE #73 STONE SHOULDER @ 6" SPEED LIMIT: 25 MPH
DEEP REQUIRED ACROSS PROPERTY
FRONTAGE OR LIMITS OF AUXILIARY
LANES.
ALL EXISTING PAVEMENT TO BE SAW CUT
TO A CLEAN EDGE WHERE NEW
PAVEMENT WILL BE INSTALLED.
LEGEND
90 LOT NUMBER
D.E. DRAINAGE EASEMENT
D.U. &S.E. DRAINAGE UTILITY & SEWER EASEMENT
D.U. &S.S.E. DRAINAGE UTILITY & SANITARY SEWER EASEMENT
D. &U.E. DRAINAGE & UTILITY EASEMENT
D.U. &L.M.A.E. DRAINAGE UTILITY & LANDSCAPE
MAINTENANCE ACCESS EASEMENT
C. E. CONSERVATION EASEMENT
B. L. BUILDING LINE
C.A. COMMON AREA
N.A.E. NON- ACCESS EASEMENT
R.D.E. REGULATED DRAIN EASMENT
STONE BASE TO /✓/ \� /✓/ \� /✓/ \� /\�
EXTEND UNDER CURB
COMPACTED
SUBSURFACE DRAIN \��j���i\ SUBGRADE
TWICAL STREET CROSS - SECTION
NOT -TO -SCALE
NOTE: PAVING TO BE COMPLETED IN ONE PAVING SEASON
t: 7/4 / FT. I .
STONE BASE TO -/
EXTEND UNDER CURB
4' -0" Ali - 5' -O"
SIDEWALK 4"
SLOPE 1/4' FT.
MIN. 3' TOPSOIL
ROLL CURB & GUTTER 4' MIN. GR,
TYPE I MATERIAL
- SUBSURFACE DRAIN
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