HomeMy WebLinkAbout041-99 SP VOWC Sec 3004 Street Plan.3T.3
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HOLEY MOLEY SAYS
DON'T
DIG 1 TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
ACADEMY LANE
C-1 C- 4 C- 5 2' CONCRETE ROLL
C804 Cao4 C804 CURB dt GUTTER CURB UNDERDRAIN P-1 BLIND" CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS, ►�
C804 _ 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN
COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER
SAFETY.
3. IT SHALT. BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY
__ _ __-_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ___ ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS.
- - -- - - --- 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES.
_----__ __________________-._ TIT'S THE LAW"
CALL 2 WORKING DAYS BEFORE YOC DIG
------ ---^- - -- 1-800-382-5544 L
CALL TOLL FREE
CONCRETE SIDEWALK 2 PER INDIANA STATE LAW IS -69-1991.
+ PC 4+01.01 - 4 IT IS AGAINST THE LAW TO EXCAVATE
4+001 TYPICAL STREET SECTION 0801
3+00 pT 3+16.34 CRESCENT' �,� C801 WITHOUT NOTIFYING E THE UNDERGROUND -
UNIVERSITY + 0 DAYS ION SERVICE TWO NG WORKING
1 JAYS BEFORE COMMENCING WORK.
STREET LEGEND
T _-- C.M.
sX TR DD STREET
`
18�
I o
L
00
> SAT - FOR INTERSEC11ON DETAILS' / �s ( U ! -
+
� SHEET C304 m
r CQ� Ci� FOR INTERSECTION DETAILS (U
;g SEE SHEET 0301 �
s
FOR INTERSECTION DETAILS X X % - � U �,
W . �, yC S SEE SHEET C302 oA =---- - --- - - --- \
% /S u I 3+00 +oo A ADEMY LANE o 5+76N�
w FOR INTERSECTION DETAILS f ��jL ��`� \ E 2±4 2+80 0 1
tt; \ SEE SHEET C304 +
.� INTERSECTION DETAILS % \. / ,+ I It -
FOR v /
SEE SHEET C302 Qf
I ;
Lij
Hs 1 I Z \ FOR INTERSECTION DETAILS
GLEBE STREET BROAD STREET BROUGHTON STREETSEE SHEET C304
nC- +0- jT
Revisions -
I 1. BET, 04/28/99, REVISED PER TAC COMMENTS
Ti RDD STREET
I,
G G
UNIVERSITY CRESCENT LINE C STREET PLAN
ACADEMY L LINE SCALE: 1 "= 50'
CD
HIGH P01NT ELEV = 902.61 °-°
p,HIGH POINT ELEV = 902.48 +�
915 HIGH POINT STA = 4+01.23 g + 5
_ HIGH POINT STA.= 4+98.54
N
r PVI STA = 4+02.07 a I' P JI STA = 5+00
PVI ELEV = 903.00 > I Q
1 , 'W V)PVI 50-00' V902.60
C 2.60
100.00' VC CL n
910
o� o� _ ��
jII
N i N N O + O �- C� I I �C. \ G f 1 �� '•� 4
c�i 00 it 15Tf '.
+ o + o o o r, •o- a) n M .= w
Cn
00 J N o.
�N mm wwNIIIIIIM m Uj� a_ 29800085
Ln a' 9 05 STATE OF
905 r" rn `t �'//V
Cr) ¢ JV) Ln W J Oma' •.,
II -- UJI
DIAW
_-- -- _ _ _
Q----- ---' _- -_ W --- -- --- ----------------- --- -
900 1.52% -
- �o ////!///11111111111811111111
_ � --- --- -1.00
2.00`7-2.00q 0.89%
n -------------------- u
I 900
CERTIFIED BY - ----
-549
.029'
THIS DRAWNG AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED
0 18" RCP HEREIN ARE THE EXCLUSIA INTELLECTUA! PROPERTY OF THE SCHNEIDER
15" RCP CORPORATION AND ARE NOT TO BE USED CR REPRODUCED IN WHOLE OR IN
895 895 PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION.
INV -896.8E INV -898.31 � C
1999, The Schneider Corporation
0 INV -896.7±
15" RCP
_ "890r The
24 RCP INV -89.5± I I
890 INV -892.3± I
Sdmeider I ..
J
Corpora-fton
885885
E
- 12726 Hamilton Crossing Blvd. Engineering
Carmel, Indiana Surveying
! 46032 Landscape Architecture
o Q Q 317-574-3797 GIS <, LIS
880 � 1 � _ I _ _ ! V V O X317-574-3799 Fax Geology --
"'
Forrnerly Schneider Engineering Corp. ,!' Bohlen, Meyer, Gibson & Assoc.
CL
d' CD r-- CD (0 � O co S rn o BRENWICK DEVELOPMENT CO.
�' N M � S co Village of WestClay B
875 + Cn 875
C3 + �' + rn + a, + o, + ao + ao N a' 07
co ao N I
Section 3004
C N o 00 Lr) L0 �� � Ln � ED 00 � N � Ln � a) N 4- �cc STREET PLAN
N o ro t r n rn cp o t ao cv u� SD n N ao o- o cD N v ^ o•, Ln o Ln Ln o Un o Ln a 0) 00 o N v ^ rn.-
00 a0 f,- 00 Co JU O� � C" O d N CV N N N O O Qi 01 00 00 r r o0 0a � N N O O N N N N N I J
O O O O O O O O p O O O O p � 0) a) M � 0) Qi OM (M O O O O O O O O O O O O O O p O O O
oa'o oa'o oa'o rn rn a� rn a rn � am M rn M a 00 00 00 ao rn a) am M rn rn am M rn rn rn rn rn rn rn am a)00 00 rn
I
Date Project No, Drain Approv,
0+00 +oo ? I c; _c 4+0c +00 6+00 74-00 s+oo s+04.15 210c 3+oc 4+00 5+00 5-1-76.00 03/19/99 1238.3004 BET, MG
A
��� Computer Files beet No. A
H 0 � � .. � >> _ � �' J. \1238\3004\DINGS\C204.DWG
SCALE : " ' XREF: 30048S.DWG (C 204
STREET PROFILE - - XREF: MID-BS-E.DWG
' � � � VERT.. 1 - 5 XREF: MID-BS.DWG
Existing Grade New Grade XREF: 3004STRG\.DWG
XREF: 5502STRA.DWG
c ❑ n 1n 11 �� 1Z 1d 1�
CURVE
TABLE
CURVE
RADIUS
LENGTH
CHORD
BEARING
ELTA
C-
19
110.00'
81.38'
79.54'
S68'40'09"W
4-23'25"
C-
20
149.00'
117.02'
114.04'
S67'21'51"W
4'00'00"
C-
21
180,00'
141.37'
137.77'
S67'21'51"W
4 '00'00"
C-
22
110.00'
81.38'
79.54'
S21'03'33"W
4 '23'25"
C-
23
149.00'
117.02'
114.04'
522'21'51 "W
4 '00`00"
C-
24
180.00'
141.37'
137.77'
S22'21'51 "W
4 '00'00"
C-
25
95.00'
241.37'
181.49'
N44'51'51"E
145'34'21"
C-
26
58.00'
204,35'
113,89'
N44'51'51"E
211 *51'55"
C-
27
44.50'
96.19'
78.53'
N44'51'51"E
1 3'51'18"
C-
28
10.50'
21,64'
18.01'
S1410'20"E
11 '04'21"
C-
29
1 10.50'
1 21.64'
18.01'
N76'05'59"W
11 '04'21"
C-1 C- 4 C- 5 2' CONCRETE ROLL
C804 Cao4 C804 CURB dt GUTTER CURB UNDERDRAIN P-1 BLIND" CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS, ►�
C804 _ 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN
COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER
SAFETY.
3. IT SHALT. BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY
__ _ __-_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ___ ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS.
- - -- - - --- 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES.
_----__ __________________-._ TIT'S THE LAW"
CALL 2 WORKING DAYS BEFORE YOC DIG
------ ---^- - -- 1-800-382-5544 L
CALL TOLL FREE
CONCRETE SIDEWALK 2 PER INDIANA STATE LAW IS -69-1991.
+ PC 4+01.01 - 4 IT IS AGAINST THE LAW TO EXCAVATE
4+001 TYPICAL STREET SECTION 0801
3+00 pT 3+16.34 CRESCENT' �,� C801 WITHOUT NOTIFYING E THE UNDERGROUND -
UNIVERSITY + 0 DAYS ION SERVICE TWO NG WORKING
1 JAYS BEFORE COMMENCING WORK.
STREET LEGEND
T _-- C.M.
sX TR DD STREET
`
18�
I o
L
00
> SAT - FOR INTERSEC11ON DETAILS' / �s ( U ! -
+
� SHEET C304 m
r CQ� Ci� FOR INTERSECTION DETAILS (U
;g SEE SHEET 0301 �
s
FOR INTERSECTION DETAILS X X % - � U �,
W . �, yC S SEE SHEET C302 oA =---- - --- - - --- \
% /S u I 3+00 +oo A ADEMY LANE o 5+76N�
w FOR INTERSECTION DETAILS f ��jL ��`� \ E 2±4 2+80 0 1
tt; \ SEE SHEET C304 +
.� INTERSECTION DETAILS % \. / ,+ I It -
FOR v /
SEE SHEET C302 Qf
I ;
Lij
Hs 1 I Z \ FOR INTERSECTION DETAILS
GLEBE STREET BROAD STREET BROUGHTON STREETSEE SHEET C304
nC- +0- jT
Revisions -
I 1. BET, 04/28/99, REVISED PER TAC COMMENTS
Ti RDD STREET
I,
G G
UNIVERSITY CRESCENT LINE C STREET PLAN
ACADEMY L LINE SCALE: 1 "= 50'
CD
HIGH P01NT ELEV = 902.61 °-°
p,HIGH POINT ELEV = 902.48 +�
915 HIGH POINT STA = 4+01.23 g + 5
_ HIGH POINT STA.= 4+98.54
N
r PVI STA = 4+02.07 a I' P JI STA = 5+00
PVI ELEV = 903.00 > I Q
1 , 'W V)PVI 50-00' V902.60
C 2.60
100.00' VC CL n
910
o� o� _ ��
jII
N i N N O + O �- C� I I �C. \ G f 1 �� '•� 4
c�i 00 it 15Tf '.
+ o + o o o r, •o- a) n M .= w
Cn
00 J N o.
�N mm wwNIIIIIIM m Uj� a_ 29800085
Ln a' 9 05 STATE OF
905 r" rn `t �'//V
Cr) ¢ JV) Ln W J Oma' •.,
II -- UJI
DIAW
_-- -- _ _ _
Q----- ---' _- -_ W --- -- --- ----------------- --- -
900 1.52% -
- �o ////!///11111111111811111111
_ � --- --- -1.00
2.00`7-2.00q 0.89%
n -------------------- u
I 900
CERTIFIED BY - ----
-549
.029'
THIS DRAWNG AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED
0 18" RCP HEREIN ARE THE EXCLUSIA INTELLECTUA! PROPERTY OF THE SCHNEIDER
15" RCP CORPORATION AND ARE NOT TO BE USED CR REPRODUCED IN WHOLE OR IN
895 895 PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION.
INV -896.8E INV -898.31 � C
1999, The Schneider Corporation
0 INV -896.7±
15" RCP
_ "890r The
24 RCP INV -89.5± I I
890 INV -892.3± I
Sdmeider I ..
J
Corpora-fton
885885
E
- 12726 Hamilton Crossing Blvd. Engineering
Carmel, Indiana Surveying
! 46032 Landscape Architecture
o Q Q 317-574-3797 GIS <, LIS
880 � 1 � _ I _ _ ! V V O X317-574-3799 Fax Geology --
"'
Forrnerly Schneider Engineering Corp. ,!' Bohlen, Meyer, Gibson & Assoc.
CL
d' CD r-- CD (0 � O co S rn o BRENWICK DEVELOPMENT CO.
�' N M � S co Village of WestClay B
875 + Cn 875
C3 + �' + rn + a, + o, + ao + ao N a' 07
co ao N I
Section 3004
C N o 00 Lr) L0 �� � Ln � ED 00 � N � Ln � a) N 4- �cc STREET PLAN
N o ro t r n rn cp o t ao cv u� SD n N ao o- o cD N v ^ o•, Ln o Ln Ln o Un o Ln a 0) 00 o N v ^ rn.-
00 a0 f,- 00 Co JU O� � C" O d N CV N N N O O Qi 01 00 00 r r o0 0a � N N O O N N N N N I J
O O O O O O O O p O O O O p � 0) a) M � 0) Qi OM (M O O O O O O O O O O O O O O p O O O
oa'o oa'o oa'o rn rn a� rn a rn � am M rn M a 00 00 00 ao rn a) am M rn rn am M rn rn rn rn rn rn rn am a)00 00 rn
I
Date Project No, Drain Approv,
0+00 +oo ? I c; _c 4+0c +00 6+00 74-00 s+oo s+04.15 210c 3+oc 4+00 5+00 5-1-76.00 03/19/99 1238.3004 BET, MG
A
��� Computer Files beet No. A
H 0 � � .. � >> _ � �' J. \1238\3004\DINGS\C204.DWG
SCALE : " ' XREF: 30048S.DWG (C 204
STREET PROFILE - - XREF: MID-BS-E.DWG
' � � � VERT.. 1 - 5 XREF: MID-BS.DWG
Existing Grade New Grade XREF: 3004STRG\.DWG
XREF: 5502STRA.DWG
c ❑ n 1n 11 �� 1Z 1d 1�