HomeMy WebLinkAbout041-99 SP VOWC Sec 3004 Street Plan.41 S 4 5 .6 7 8 9 10 11 12 13 14 15
CHARTWELL STREETACADEMY LANE TRADD STREET HOLEY MOLEY SAYS
X\;' 1 ''' 1 +--� - - -- -- -- - I . _ i _ i li + II I i �\ r/r� / �'� �,\ \\ "DON'T
/ I I I �I I I� I ? I 1 i I �✓ r �/ % \ \ \\ 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
ti� , // / �� / / j l I _ _ _ _ _ _J J l I I L_ _ _ __ _- _-_ -___ __-- -- DIG
\ II I I � I I +I ` I /r � / %r �/� \ \ , \ „ CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. I
/ , If 11 I I 1 1 1 1 1 1 i i i! BLIND
\ // / / / '�; / I I I I I I III L I + 1 1 k //� r / / \ \ \ - �_f' 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN
I I !
f 1 J / �i, r, \ \= -
\ �, \� \ � ` � I ____ _ V• __� I I Lr - ,. _ �_ -_ ____ __ .� -- --1 -- - � � / � •, \ / r � COMPLIANCE WITH APPLICABLE O.S.H.A, STANDARDS FOR WORKER
I SAFETY.
-�-- 09� �� \` \ '�- 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY
\\ + 0 9+00 890 7+29.69 +� 6+00 �? 5+00 PT 4+53.48\ ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS,
TRADD STREET X�o� �' \ / l�_ r�o THE LAW"
<. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES.
CAL- KI
DAYS' BEFORE YOU OIC
1-800-382-5544
FOR INTERSECTION DETAILS �,%
% SEE SHEET C301 \/. CALL. TOLL FREE
/ PER INDIANA STATE LAW IS -69-1991.
FOR INTERSECTION DETAILS I FOR INTERSECTION DETAILS IT IS AGAINST THE LAW TO EXCAVATE
SEE SHEET C301 SFE SHEET C301 \r OCAOT T NSOTIF THE 2NDERGR NG OUND
WORK
DAYS BEFORE COMMENCING WORK.
\ / / X ACADEMY LANE GRENVILLE STREET
60,
2' CONCRETE ROLL
C804 C804 C804 CURB & GUTTER CURB UNDERORAIN P-1
C804
Ln
J m \
C \
\\.\r \ • , FOR INTERSECTION DETAILS
SEE SHEET C301 — -- - - -- --- -_ - _ _ = _ _
- - - - -- - -- - - - -- - - - - - - -- ----
\� CONCRETE SIDEWALx 2
w 4 TYPICAL STREET SECTION
Li
C801 r
H
V)
X STREET LEGEND
Revisions
1. BET, 04/28/99, REVISED PER TAC COMMENTS
SCALE: 1"=50'
G C
TRADD STREET LINE G STREET PLAN GRENVILLE STREET LINE D
i
I I
I
GH
INT
02.88
915 HIIGH PONT STAY= 9+97.90 LOW POINT E EV = 901.09 I 915 910 N 910
F _-
_. _ F
PVI TA = 10+06.82 LOW POINT S A 7+30.09 CM
PVI iELEV = 903.00 PVI STA 7+29.69
u
PVI ELEV'= 901,00
-- S° 910 905 905 ---
50.OQ
910 VC
ao C114 CM
C'4 co cp . G15TfR'
+ co n o I 11_4° _ O
C3 o + o + s ----- No.
a rn rn n rn rn
M t0 CoN COD
+ + C6 + � _ 1.oe�goo
9800085 ;
905 0 CO 00 > > > > > > 905 900
M M w m m w w m m � STATE OF
V) w cn w cn �f _-
5 5 5 S S `l ----------- ------
CL Cl- a a- 0- Cl- - - - - - - - - - ~ - - 0 72%
- 900 900 895 1 895 —
CERTIFIED BY
_2.0 07q
iTHIS DRAWING AND THE
HEREIN ARE THE EXCLUSIVE (INTELLECTUAL PROPENS AND RTY OF THCEPTS E�SCHNE DE
895 890 I 890
�ORAnON AHD ARE NOT TO BE USED oR REPRODUCED IN MHOLE OR IN
D 895 ii PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPCRATON.
15" RCP 27" RCP
1999, The Schneider Corporation
�- 15 RCP � _
INV -893.6E INV -895.2E INV -895.41
-18" RCP I � 1 I r � The
-- 890 INV -893.91.1 _ _x890 885 88.5 •
I
&Aineider
8 PVC CoToration
„
INV -868.81
885 - _ _ _ 885 880 880
i 12726 Hamilton Crossing Blvd. Engineering
Carmel, Indiana Surveying
! 46032 Landscape Architecture
o
F 317-574-3797GIS LIS
V) 875 317-574-3799 Fax Geology
880 LAJC/) 880 875 --
o o �I o Formerly Schneider Engineering Corp. % Bohlen, Meyer, Gibson & Assoc.
w 6,31�'� d'I �' I CI w c+ I w
o ^ N � ^ o o cc � oo � o rn BREN-WICK DEVELOPMENT CO.
ci C I Village of WestClay
875 00LCI I 875 870 870
Section 3004
i-
t
Cq � 0 i o Lq C p � 00 o � a, M co Ln CN � - o O CD S Cn � 0r o � STREET PLAN
_ r� op r, .n N o 00 Co � C) cv .n r` rn In rn o r� c� ca rl�cc Nr r- M o
i~ n AO (` co tb c0 O� U1 b O O N N N CV N N N N -- N N N CV G_1 r") ^7 r� r'7 M N N N .
rn rn a, rn rn rn a� o� o O O o O O O p O U O O O C? O O O o O O p O o O O O O o Q O O o O o O O Ca O O o 0 0 _
m an 00 00 m m co 0o m oo rn rn rn rn rn rn rn rn rn rn M rn M M rn rn rn rn rn rn rn Cn rn a� rn M rn rn rn M M rn rn rn rn rn rn rn
s
Date Project No. Drain Approv,
11T�i) 10+00 _ - 7+00 + 4+00
11+75.57 11+00 10+00 03/19/99 1238.3004 DET, MG
A Computer Files Sheet No. A
TI H O R Z .. 1"=50 ' J: \1238\3004\DWGS\C205.DWG
STREET PROFILE ,, _ XREF: 30048S.DWG, 1005BS•DWG(C
- - SCALE . �r � XREF: MID-BS.Dwc, MID-BS-E.CWG 205
VE R T.. 1 = XREF: 3OO1STRT.DWG, 1013STRT.DWG
Existing Grade New Grade
1r) 11 17 1Z ?A 1
CURVE TABLE
CURVE RADIUS
LENGTH
CH RD
BEARING
DELTA
C- 1 75.00'
32.77'
32.51'
_
N32'20'50"E
25'02'02"
C- 2 100.00'
43.69'
43. 5'
N32'20'50"E
25'02'02"
C- 3 125.00'
7.95'
7.95'
N21'39'05"E
03'38'33"
C- 4 42.00'
32.99'
32.15'
S22'21'51 "W
45'00'00"
2' CONCRETE ROLL
C804 C804 C804 CURB & GUTTER CURB UNDERORAIN P-1
C804
Ln
J m \
C \
\\.\r \ • , FOR INTERSECTION DETAILS
SEE SHEET C301 — -- - - -- --- -_ - _ _ = _ _
- - - - -- - -- - - - -- - - - - - - -- ----
\� CONCRETE SIDEWALx 2
w 4 TYPICAL STREET SECTION
Li
C801 r
H
V)
X STREET LEGEND
Revisions
1. BET, 04/28/99, REVISED PER TAC COMMENTS
SCALE: 1"=50'
G C
TRADD STREET LINE G STREET PLAN GRENVILLE STREET LINE D
i
I I
I
GH
INT
02.88
915 HIIGH PONT STAY= 9+97.90 LOW POINT E EV = 901.09 I 915 910 N 910
F _-
_. _ F
PVI TA = 10+06.82 LOW POINT S A 7+30.09 CM
PVI iELEV = 903.00 PVI STA 7+29.69
u
PVI ELEV'= 901,00
-- S° 910 905 905 ---
50.OQ
910 VC
ao C114 CM
C'4 co cp . G15TfR'
+ co n o I 11_4° _ O
C3 o + o + s ----- No.
a rn rn n rn rn
M t0 CoN COD
+ + C6 + � _ 1.oe�goo
9800085 ;
905 0 CO 00 > > > > > > 905 900
M M w m m w w m m � STATE OF
V) w cn w cn �f _-
5 5 5 S S `l ----------- ------
CL Cl- a a- 0- Cl- - - - - - - - - - ~ - - 0 72%
- 900 900 895 1 895 —
CERTIFIED BY
_2.0 07q
iTHIS DRAWING AND THE
HEREIN ARE THE EXCLUSIVE (INTELLECTUAL PROPENS AND RTY OF THCEPTS E�SCHNE DE
895 890 I 890
�ORAnON AHD ARE NOT TO BE USED oR REPRODUCED IN MHOLE OR IN
D 895 ii PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPCRATON.
15" RCP 27" RCP
1999, The Schneider Corporation
�- 15 RCP � _
INV -893.6E INV -895.2E INV -895.41
-18" RCP I � 1 I r � The
-- 890 INV -893.91.1 _ _x890 885 88.5 •
I
&Aineider
8 PVC CoToration
„
INV -868.81
885 - _ _ _ 885 880 880
i 12726 Hamilton Crossing Blvd. Engineering
Carmel, Indiana Surveying
! 46032 Landscape Architecture
o
F 317-574-3797GIS LIS
V) 875 317-574-3799 Fax Geology
880 LAJC/) 880 875 --
o o �I o Formerly Schneider Engineering Corp. % Bohlen, Meyer, Gibson & Assoc.
w 6,31�'� d'I �' I CI w c+ I w
o ^ N � ^ o o cc � oo � o rn BREN-WICK DEVELOPMENT CO.
ci C I Village of WestClay
875 00LCI I 875 870 870
Section 3004
i-
t
Cq � 0 i o Lq C p � 00 o � a, M co Ln CN � - o O CD S Cn � 0r o � STREET PLAN
_ r� op r, .n N o 00 Co � C) cv .n r` rn In rn o r� c� ca rl�cc Nr r- M o
i~ n AO (` co tb c0 O� U1 b O O N N N CV N N N N -- N N N CV G_1 r") ^7 r� r'7 M N N N .
rn rn a, rn rn rn a� o� o O O o O O O p O U O O O C? O O O o O O p O o O O O O o Q O O o O o O O Ca O O o 0 0 _
m an 00 00 m m co 0o m oo rn rn rn rn rn rn rn rn rn rn M rn M M rn rn rn rn rn rn rn Cn rn a� rn M rn rn rn M M rn rn rn rn rn rn rn
s
Date Project No. Drain Approv,
11T�i) 10+00 _ - 7+00 + 4+00
11+75.57 11+00 10+00 03/19/99 1238.3004 DET, MG
A Computer Files Sheet No. A
TI H O R Z .. 1"=50 ' J: \1238\3004\DWGS\C205.DWG
STREET PROFILE ,, _ XREF: 30048S.DWG, 1005BS•DWG(C
- - SCALE . �r � XREF: MID-BS.Dwc, MID-BS-E.CWG 205
VE R T.. 1 = XREF: 3OO1STRT.DWG, 1013STRT.DWG
Existing Grade New Grade
1r) 11 17 1Z ?A 1