HomeMy WebLinkAbout041-99 SP VOWC Sec 3004 Street Plan.5rn
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4-1 / I 1 _ _ -'_ `-- ~- " - `- " 1 ( I 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
I _
2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN
COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER
SAFETY.
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY
ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS.
I ��"?: 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES.
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HOLEY MOLDY SAYS
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DON'T
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S? 0' R - 8 22+65. 71.09 r� - - - -
- v CALL TOLL FREE
3p c' 22100 21+69.40 2''�' 20+ rr
PER INDIANA STATE LAW iS-69-1991.
IT IS AGAINST THE LAW TO EXCAVATE
-- WITHOUT NOTIFYING THE UNDERGROUND
' /J ---- _ __ - --- ----- --------- - - -__ _-- "-__. LOCATION SERVICE TWO (2) WORKING
C-1 C-4 C-5 2 CONCRETE ROLL f- CURB UNDERDRAlN P"1 DAYS BEFORE COMMENCING WORK.
CURB & GUTTER
�— - '�/W > > -r - --- - ------------- ------------------ - -- –
-000
-- TBM #44
----- --- -- ---- --- ----- -- '00 -�'� = "� J_
�- USGS BENCHMARK
00 CUT ��- �- fes:+--• ""
2 ° � . �i , j /! � EAST SIDE NORTH
HOOVBR BONNET
BOOT IN OUTHE OFCRAR DGE
ANT
CONCRETE SIDEWALK i' FARM ENTRANCE.
4 TYPICAL STREET SECTION C801 cJ; /%, % i ELEVATION - 893.39
C801
STREET LEGEND- Revisions
°°° !j �° / j �' I 1. DCC, 04/28/99, ADDED THIS SHEET TO SET
r
G >> >>
STREET PLAN
HORSEFERRY ROAD LINE K SCALE: 1"=50'
j HIGH POINT STA = 15+80.26
I
1 LOW POINT ELEV = 893.16 HIGH POINT ELEV = 894.82 I PVI STA = 15+81
I LOW POINT STA = 25+74.80 HIGH POINT STA = 24+34.09 I LOW POINT ELEV = 890.42 PVI ELEV = 894.00
F PA STA = 25+71.53 - PVI STA = 24+35
f LOW POINT STA = 20+82.40 50.00' VC
PVI ELEV - ''81-
93.00 PVI ELEV = 895.00
PVI STA = 20+90
FV; ELEV = 890.30
50.00VC 50.00' VC I 50.00' VC
► —+- I o oNo � aMo
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CERTIFIED BY
s -s- 499
THIS DRAYANG AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINEC
HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN *OLE OR N D
PART, WITHOUT THE IRITTEN CONSENT OF THE SCHNEIDER CORPORATION.
1999, The Schneider Corporation
r The
LL 1
Schneider
I
Corporation
12726 Hamilton Grassing Blvd. Engineering
Cannel, Indiana Surveying
46032 Landscape Architecture
317-574-3797 GIS LIS
`-' 317-574-3799 Fax Geology -
0
Formerly Schneider Engineering Corp. / Bohlen, bfeyer, Gibson & Assoc,
_tv, I totI BRENWICK DEVELOPIAEh7 CO.
CD r rn o w c: Ln + r� + r' Lc- 3
rr ray 00 r -i ,ri c0 a ^ ao
�_� C'4 CO_ cc °� �; i- Village of WestClay
cr> tD c i ``' rn rn
N ., N a "° Section 3004
op tD r 7 r) cD C0 d t 00 n 0�0 O 00 .t 000 q N �f fQr') cD CO O N O) r - cn M N O o0 cD (7� N cn f p M [O O> N c l" 00 tD `"7
_ _ _ � Ln CD 00 CN � N C) � N O � STREET PIAN
r71 r7 "� r7 r7 st O� C7� O) O� cli � D7 O O O O O n1 Cn N M a) CM 00 Cn 00 000 Cr M
00 00 aj Ch C7 CTS 07 0 CP C7� CTS D7 rn rn ~
-- M I � j Q7 6� 01 C n Cn Cn d- � 000 m (n 00 00 00 00 00 O co tT tT 00 co cc cc 000 coo 000 co co
00 00 0p C[7 DD 00 00 00 00 00 00 00 00 m 00 00 00 00 00 00 00 00 00 00 00 00 CD Q
1£+OG 15+00 14+00 +V�- Date Project No. Drawn Approv.
26+oc , 23+00 + : , _ _ 13 4-D 03/19/99 1238.3004 BET, MG
Computer Files Sheet No, A
A
_ _ H O R Z .. 1 „ =50 , J: \123e\3404\DWGs\C206.OWG
XREF; 3004BS.DWG, 3001BS.DWG
XREF: 1009ST(C206
STREET PROFILE � SCALE . VERT.: ���= 5' XREF: MID-BSDwc.DWC
/ � �
Existing Grade New Grade XREF: MID-BS-E.DWG
_ • n 4 4 ^
1 ^,
CURVE
RADIUS
LENGTH
CHORD
BEARING
DELTA
C- 9
1325.00'
8.55'
8.55'
N84'37'57"E
00'22'10"
C- 10
1350.00'
127.62'
127.58'
N87'09'21'E
05'24'59"
C- 11
1375.00' 1
12.54'
12.54'
N84'42'32"E
00'31'21"
C- 12
20.00'-173118'
29.50' 1
S47'39'34"E
95'O2'49"
�— - '�/W > > -r - --- - ------------- ------------------ - -- –
-000
-- TBM #44
----- --- -- ---- --- ----- -- '00 -�'� = "� J_
�- USGS BENCHMARK
00 CUT ��- �- fes:+--• ""
2 ° � . �i , j /! � EAST SIDE NORTH
HOOVBR BONNET
BOOT IN OUTHE OFCRAR DGE
ANT
CONCRETE SIDEWALK i' FARM ENTRANCE.
4 TYPICAL STREET SECTION C801 cJ; /%, % i ELEVATION - 893.39
C801
STREET LEGEND- Revisions
°°° !j �° / j �' I 1. DCC, 04/28/99, ADDED THIS SHEET TO SET
r
G >> >>
STREET PLAN
HORSEFERRY ROAD LINE K SCALE: 1"=50'
j HIGH POINT STA = 15+80.26
I
1 LOW POINT ELEV = 893.16 HIGH POINT ELEV = 894.82 I PVI STA = 15+81
I LOW POINT STA = 25+74.80 HIGH POINT STA = 24+34.09 I LOW POINT ELEV = 890.42 PVI ELEV = 894.00
F PA STA = 25+71.53 - PVI STA = 24+35
f LOW POINT STA = 20+82.40 50.00' VC
PVI ELEV - ''81-
93.00 PVI ELEV = 895.00
PVI STA = 20+90
FV; ELEV = 890.30
50.00VC 50.00' VC I 50.00' VC
► —+- I o oNo � aMo
co 00 LA
LO
Lf 00
N CICO N coMN 0�0 N to rt W W W m m =
+
C='
o No.
4,
LJ co
co ! s
m m w m &i l w w ! `� 9800085
TATEOFQL-
L13 �
> > > !
dam' .. 4`
/ II
.13� _ •-1.46 A
------ -- _-_ - �- ---- ---- - �/ ,� -0� - _ '------- ----- 0.687.
�\--------- - - - - -- --
i
-- ,
CERTIFIED BY
s -s- 499
THIS DRAYANG AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINEC
HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN *OLE OR N D
PART, WITHOUT THE IRITTEN CONSENT OF THE SCHNEIDER CORPORATION.
1999, The Schneider Corporation
r The
LL 1
Schneider
I
Corporation
12726 Hamilton Grassing Blvd. Engineering
Cannel, Indiana Surveying
46032 Landscape Architecture
317-574-3797 GIS LIS
`-' 317-574-3799 Fax Geology -
0
Formerly Schneider Engineering Corp. / Bohlen, bfeyer, Gibson & Assoc,
_tv, I totI BRENWICK DEVELOPIAEh7 CO.
CD r rn o w c: Ln + r� + r' Lc- 3
rr ray 00 r -i ,ri c0 a ^ ao
�_� C'4 CO_ cc °� �; i- Village of WestClay
cr> tD c i ``' rn rn
N ., N a "° Section 3004
op tD r 7 r) cD C0 d t 00 n 0�0 O 00 .t 000 q N �f fQr') cD CO O N O) r - cn M N O o0 cD (7� N cn f p M [O O> N c l" 00 tD `"7
_ _ _ � Ln CD 00 CN � N C) � N O � STREET PIAN
r71 r7 "� r7 r7 st O� C7� O) O� cli � D7 O O O O O n1 Cn N M a) CM 00 Cn 00 000 Cr M
00 00 aj Ch C7 CTS 07 0 CP C7� CTS D7 rn rn ~
-- M I � j Q7 6� 01 C n Cn Cn d- � 000 m (n 00 00 00 00 00 O co tT tT 00 co cc cc 000 coo 000 co co
00 00 0p C[7 DD 00 00 00 00 00 00 00 00 m 00 00 00 00 00 00 00 00 00 00 00 00 CD Q
1£+OG 15+00 14+00 +V�- Date Project No. Drawn Approv.
26+oc , 23+00 + : , _ _ 13 4-D 03/19/99 1238.3004 BET, MG
Computer Files Sheet No, A
A
_ _ H O R Z .. 1 „ =50 , J: \123e\3404\DWGs\C206.OWG
XREF; 3004BS.DWG, 3001BS.DWG
XREF: 1009ST(C206
STREET PROFILE � SCALE . VERT.: ���= 5' XREF: MID-BSDwc.DWC
/ � �
Existing Grade New Grade XREF: MID-BS-E.DWG
_ • n 4 4 ^
1 ^,