HomeMy WebLinkAboutPedestrian Bridge over Michener Ditch - Preliminary CITY OF CARM
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OV R I CH N R DITCH 0 PROJECT LOCATION
INDEX
SHEET
NO. SUBJECT PEDESTRIAN BRIDGE OVER MITCHENER DITCH
CITY OF CARMEL
HAMILTON COUNTY, INDIANA
1 TITLE AND INDEX
2 TYPICAL CROSS SECTION & MISCELLANEOUS DETAILS
3 LAYOUT APPROVED BY
4-7 CROSS SECTIONS Board of Public Works And Safety
* BRIDGE PLANS
R. 4 E.
JAMES BRAINARD MAYOR
�• m.
7 , y
F - 4 h
r
r
77!5
T N,. LORI WA SO MEMBER
E
3
PROJECT LOCATION
i
PEDESTRIAN BRIDGE OVER MITCHENER DITCH
MARY ANN BURKE MEMBER
CITY OF CARMEL
44
4
HAMILTON COUNTY, INDIANA
+
ONE SPAN @ 48'-0"
8'_0" CLEAR' SQUARE
l * } 4
14
- , •� � �,,� . - ATT E S T
i
1
r,115T STREET sr , r. 18 N. Clerk/Treasurer
-.
DATE
�rc
, ? DIANA L. CORDRAY
... ! . era � - + '- 0' 1000' 2000'
' SCALE 100
� , 1» 0,
I
max,
RECOMMENDED FOR APPROVAL
t
CITY ENGINEER DATE
— a
T
,r ,
,
r
MICHAEL T McBRID P.E.
Plans Prepared By:
8415 E. 56th Street
LOCATION MAP Indianapolis, Indiana 46216
Phone: (317) 544-4996
V
O
CONSULTANTS Fax: 317) 544-4997
-sue P.0. lea Irsle
X&" XY most?—Olryt
0
u
J
D
*BRIDGE PLANS (SHEETS W1 THRU WXXX) PREPARED BY WHEELER CONSOLIDATED, INC. ,� "?
y
v CERTIFICATION OF THE PLANS AND DOCUMENTS PREPARED BY USl CONSULTANTS, INC. COVERS
[INDIANA DEPARTMENT 0 F TRANSPORTATION HYDRAULIC DESIGN, STRUCTURE SIZING AND LOCATION, BUT DOES NOT COVER STRUCTURAL PLANS MICHAEL J. OBERGFELL, P.E.
° PREPARED BY WHEELER CONSOLIDATED, INC. AND INCORPORATED HEREIN.
STANDARD SPECIFICATIONS DATED 2006
L
HAMILTON COUNTY INDIANA
PEDESTRIAN BRIDGE PLANS
M T
TO BE USED WITH THESE PLANS] DATE
/v*& ovsAm i ricem/ffe 7CAi
`J
5
L
D
7
7
y
17'-0" 48'-0" Out to Out Bridge Floor 8'-0"
47'-0" to �_ Piles
J
Q) i Line "BR 1», t Structure =
& �_ Path way o
- - - o
0 o
19,-0"
PLAN VIEW OF BRIDGE
Scale: %4"
t Str. on Line "BR 1' _
West = Sto. 104+03.00, P.G. Elev.= 765.80'
East = Sta. 104+51.00, P.G. Elev.= 765.54'
8'-0"
Pathway Pavement Section 4" Timber Deck 28�18" Timber Stringer
2" x 6" Rail Cap (typ.)
4" x 6" x 4'-7"
2" x 6" Rail (typ) o Railpost (typ.)
E
2" x 8" Lower Rail (typ.) `D Coarse Aggregate
4" x 8" x 8'-0" Flooring
Top Pile Elev. Low Str. El. 762.80'
2" x 4" x 1 '-0" West Abutment El. = 762.06'
12" x 12" Pile Cap
Roilpost Block (typ.) East Abutment El. = 761.80'
4
1 West Abutment El. = 759.06'
o East Abutment El. = 758.80'
m
0
i
2� 18" Revetment Riprop
over Geotextiles
5%8" x 28%g"
Glu—Lam Stringer (typ.) � 0 Channel Clearing Elevation
4'-0" 4'-0" Geotextiles Behind =755.3f (t yp)
Abutment & Wingwalls l '-6"_
SECTION THRU STRUCTURE 1_1 —"1=1 I P
. 3 > _ » Pile � Timber I o
Scale. O
�4 1 —0 Geotextiles �
I I N
2'-0"
>
TYPICAL SECTION THROUGH ABUTMENT
1 —0 8�—0» 1�—0» Scale: %2" = 1'-0"
4'-0" 4'-0"
�-- Line "BR)"t &
Q Structure
n
n
6% 29' Slope S lope
Sloe xistin TYPICAL SECTION AND MISCELLANEOUS DETAILS
P E g
Existing
Ground TREATED TIMBER SPAN BRIDGE
Ground 4:1
1 Span ® 48'-0"
3
8'-0
330#/Syd. HMA Surface, Type A" 9.5mm
Clear Roadway, Square
over 5" Compacted Aggregate Base, No. 53
PEDESTRIAN BRIDGE OVER MITCHENER DITCH
n TYPICAL PATHWAY SECTION CITY OF CARMEL
HAMIL TON COUNTY, INDIANA
Scale: /2" = 1 '-0"
Sheet: Project No:
2 of 7 2005-167- 1
y
2
Drawin File: Scale: CONSULTANTS
CO 20d�5-167- 1 Indianapolis, Indiana 4s2�s
AS NOTED 8415 East 56th Street
n
DETAILS I s
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y
_ °L ° ° ° ° ° r7 cD 0, rn d °+cV O' UTILITY OWNERS
L L O O O C O C C r7 ° > C C �k• O
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O � OODd�� O o O � � � vfr/, Dn � 0 °, 3 o � � + DAVE MUSALL
N N `J O N U O - _ _
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HAMILTON COUNTY M oN � o � 3 � °� +) �N- ��� a�3 dN M � � � � � � ����� �o�,�� � � � - �$ zoNw �, � M � �, INDIA NAPOIS IN
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N N '?.,' M M r7 `� x �, _ _ _ c N L �, �, o ++ o � - �D N + ) + ,0 + WATER & SEWER: CARMEL WATER AND SEWAGE UTILITY
cD + �, a, a) a� d O c a) U U
+ � � � - - N �� U U U U" � U� Uri �� ��+� M r - - PAUL ARNON
M r7 ± + +QD to+ N _ 'm'��,,.,` l _ d N U 00 U a0 to_ O - � cD to c0
d .- N 1.6 \ .-tn�V�N r- CD� 760 3RD AVE.
06 1 + c 3 o CARMEL IN 46032
'D I BEGIN PROJECT "' �'`
+ L PH. (317) 571-2634
° I °� "
°' P.O.T. STA. 101+63.70 "BR 1 " N `�_- �� M 1 `�A .� M� d d + d
„ „ \�- _ \; �:._.--7-__-,
-,. �� -,_ d ELECTRIC: CINERGY
Lr) P.1. STA. 101+63.70 BR 1 ` - __, P.1. STA. 105+50.68 "BR 1 "
___ ��, __ .�; 06 truc ure`� - MIKE KOONTZ
\\ i ••\\ \ �. i -� L -4 33 35. 18 Rt. 1441 S. GUILFORD
_, " 7 ,5 D2+75 ... 1 `_� �. 1 \ 8 ' �,_ -04+27U0� 1
1 P•I• STA. 101+63.70 BR 1 \\\, �. �- S a �� + 0 CARMEL, IN 46032
\ - Q0 9, » + �1. ,� - __ No Curve_ __._
\ _...� Q -6 - 99 L t• \` c�® \ - _^ _ J i n PH. (317) 776-5359
-32_ ���
o `�\ n NO (.U/ve� \\ __`_ \ , ' --__? --- a reo 45. , CABLE. BRIGHT HOUSE NETWORKS INDIANAPOLIS
No Curve �.. �, \ \� Constrr ...�tmlfs� - __ aae \,
3030 ROOSEVELT AVE.
\ _ \ +65 + \ Constr. Limits -_--190_ _._.__-____--__'� -R -_`�__ �`� - 1 --ti__ - ---- _-- -_ '�`�� -..__ ►
\`� Exist. R W 65 - �. -' - - _ -- - i i i INDIANAPOLIS, IN 46218
P.O.T• STA. 100+00.00 � / 65 65 R - � -- `�. _ -B�ck Slgn
5 ' J ` Llne "BR 1 " - - -' 2" RCP PH. (317) 632-9077 EXT 258
P.0.T• STA. 10+06L 00 "A� A ��.�- -- �-_�_----_--ter-- - ---- � �� � . „ E ��" RCP
° - - �! , GAS: VECTREN ENERGY
M �- S 89 59 /� _ 45 Exls t_R/W 11 -- - - - ON PERDUE
E _ _ - - - - -
j _ T3°40 56.32„
� ��� - - --- ----- - --- - =- ----- ILLS ROAD
------
\ * XlS c� , ------------------- - -------___- _ __-- -- -R ---- - 00 S 89°59'30.69" E PO BOX 1700 V
�,
--- ___
-1, -1,� ___-- --i6?------- �-------___ - ------------------- - �� ° � �2 ,�,/ NOBLESVILLE IN 46061
� ,_\- = -= - - - _ _ 85 25 55.55-_E
�� , rick % -- ` - - -- -- \ S 76f7 y/ 30" Steel Pipe
7
- - PH 1 76-5534
---- _ _ tee,-..,...__ - _ - ( )
-- l` --
Pi e crass i� T_s�'� -TeN-�Teb-- TeN- _ -. -_ __.__.-_ __ '�� onstr__Limlts °_° -\ -! _T -- p
P - - -- - -- ----_. _ - - __ __ � ---
--___--___�� ----- - \ el Pi e
--------- ---- _ Constr. Limits _ __
--------=
102+50
770
770
768
768 -------
766
766
------- 764
764
762
760
762 —-----
----------
760
--------- ------ ------- —----- 758
7,58
756
756 ------- -------- 30 40 50 60
-50 -40 -jo -20 -10 0 10 20
102+00 -- ---- 772
772
------ ------- 770
770
......-------
768
768
766
766
764
764
762
762
760
----------
760 -------- 758
—--------- ---------------------
758 56
7
756 ------- - ---- ----—-------- 40 50 60
-70 -60 -50 -40 -jo -20 -10 0 10 20 io
101 + 6J. 70
- 772
772
770
770 768
------------------ ------
768
77 7 766
------------------
766 7!1
764
764
762-------
762 —
760
760
758
758 756
60
756 io 40 50
< -10 0 10 20
-70 -60 -50 -40 io -20
BEGIN PROJECT
STA. 101+6370 $*8R1
z
HORIZONTAL SCALE BRIDGE FILE
uj CITY OF CAR MEL lm = 50
VERTICAL SCALE DESIGNATION
y HAMILTON COUNTY, INDIANA in = 5#
I f
SURVEY BOOK SHEETS
A DRAWN: DWB
DESIGNED: DWB CROSS SECTIONS
N CONTRACT
PROJECT
a)
CHECKED: MJO CHECKED: M,10 LINE "BR1
a.
Lo Lo
ti
770 10J+50
770
..........
768
766
766
764
----------- -------
764
762
762
760
760
758
758
------------
756 .......... 756
754
754
752 --------- 752
---------- ------_-------
750 -------------------
------------
---------- --------- —-----------
750
-70 -60 -50 -40 -30 -20 -10 0 10 20 io 40 50 60
10J+J6
770 ---------
770
768 ------------
768
766
—----- 766
764 --------
764
762
762
760
760
758
s7l?. ho. 10 Fx�-;&ng- 4 758
756
756
754 754
752
—------ ------- 752
750
------------ 750
-70 -60 -50 -40 -jo -20 -10 0 10 20 3 40 50 60
1 oi+00
770
770
768 768
-----------------
766 -------- -------
766
---------- ------- -------
---- ------
764 -"7r-
762 ------- --------- ---------- ------ 764
------ 762
760
760
--------------- ------ ------
758
758
756
756
754
754
752
to 752
750
L--- --------L__-
750
-70 -60 -50 -40 io -20 -10 0 10 20 io
40 50 60
0
ri
z
ui
:0 1
:n
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL 1" = 51'
HAMILTON COUNTY, INDIANA VERTICAL SCALE DESIGNATION
A
lm = 5p
SURVEY BOOK SHEETS
DESIGNED: QWB DRAWN: DWEI
CROSS SECTIONS
5 --F-of
CHECKED: MJO CHECKED: MJO LINE "BR1 CONTRACT PROJECT
ri
Lo
Lo
105+00
770 � -} 770
768 ------ ------------ --- -- ---- - - --- -- ------ -------- _-- 768
____.__ __-_ ___ _..____.___. __.__._.___.____.__ _.---.-_.____.___.. ___ ___.__..__ _----_- ___- -------_______ __.___._,_-_______. __.___._._ ..__..__-.___ _.______._-_______ ______--._______._ ._.__._..__._..__- -- ---- _---_ - __- - -----_-_ _-- -_ -- _-__ - -----____- ---_-___-- -_-----__--,
766 --- ---- ------- -- ------_ -_----_- --------_ - ----- --- - - - _- --- __ _ ._ - --- - _ --- - - - --- __ ___- _ _ __ - ---- - - -- -- -- _ _ - ----- -- -- ----_ - ------ --- --- ---- - -- - - 766
764 _ __-- -- -------- - ------ - ----- -- - - ---- --- -- -- - - - __ __ . - --_ _-- _ _ --- _-_ -- - ------ --_----.
762 - -- - - - - - --- -- - --
760 760
758 _-__- --------- __-- --_---____-- ---------_.__-- -----________-- ---_.__-___.___ ------___...___ ___-___-.------__-._____._------___.__-- ---.-._.---_._-----____ ._.-----___ -_._ -___-____-- __._-__.-_- -_---_-______-- ----_-__.___ _____________ --------_-.--- --------.-____-- __-----_ --_-- -_-_ -___- 758
756 -- --- ------- ---------- ---------- - ---- -- . - -- ----- --- - -- ---- - __. . --- --- ----- --_yc=Q--____._ vE_1_ 1-- ------------ ---- - _-- --------- _ ---_- _ _ _---- - - - - --- - - - 756
754 - --- ---- -- -- _ - ---- ------ -- - - -- ---- -- 754
752 - - ---- - - - - - -------- - -- ------ _-- --- _ 752
_—_.__—_.-.__ __ .___ ., _--__ _ __._.__ —_._ ._.__—___ ___ "t1-_
750 --r- _-_ _. - ----___ -- ----_- ___.- -- - -- -- - ---- - ----- ----o �---_.----__ -_ - -- ---- -- - -- --- --- ---- ---- __-_._ .. - - - -- - - - -- -- -- - - --- --- -- -- 750
748 ------- - --- -- - -- ---- ---- -- ---- - _ _.. _.__, --__ -- -- -- - --- ---- ---- - _ ---- ---- --- -- --- --- - -- -- - - --- _ _ ------------ -- ----- ------- ----- -- ------ ---- ----- ---- ----- -- ---- 748
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
END BRIDGE STRUCTURE
STA. 104+51.00 "BR 1 "
AC=O AF=138. 1
vc=o VF=O
104+50
------- ----- - ---- - ------- ---- -- - ----_ ---- -------- --- ---- - - _------ -__. _ - - - --- _-- - - --- _ - ___ ----- __ _ __ _ - _ --- ---- -- -- --- ----- -- ---- ----- - ---- -- - --- ---
770 1 770
768 --------------- ----- -- -- -------- ----_ -- --- ------ --_------- - -- ------- ---- ------ ---- _ _ _ --._ _- _ _ ------- _-__ __ --- -- -- ---- ---- ------ -- ----- _- - _ --_ - - --------- --- _ _ - - --__--
-- _ - --- -- - - __ ---- _- -- ----_---- ---- ------- -------- --- 6
766 -.- ------ ---- ------I --- -------- --- -- --- - ---------- -- --- -- - - _ -_--- -_-- ------ ---- _--- --_ _-- ---- - - ------ --------- ------- ---- ------ _- - -- ------- _ - - --- ------1 ----- ----
- - --- -------- -----_--- 766
764 -- _._ _ ..--_ -- __-__ _-__ __ _ -.__.___._ __ -�- - --- 764
762 ------- - --- - - _ ---- - ---- _ _ - _-_._._ _ ----.-..- ------ -- -------- - ---------- - - -------- __ _ .__-.----- --- ----- - - - ------- -- _ _ - _._-___-. _ _ - --- -- - -- ---- 762
------- ---- -- - -------
760 760
---- -------
758 -- -- - -- -- - ---- --- -_--
----- --_--- _-_ _--_ _-- __ _ ___ -__-__ 758
756 � - ------ ----+------ --_------ ---_____-_-____ ------- -----_____-_-�__---_--_ ------ --- ----- ---------- --_________-_- ------------ --- ------------- -_____...__---- _------1-�- --- --__ _------ ------ ------_____ ____-____ ____------ - -- --- ---------- --- ---- -� 756
rt _
754 __----- _---------- ----- ----------- - ---------- -- ---- --------- ---------------+------ -------_�._____------------- -----._____ ----�_----- -------- ___ ____._________ _______-_----_ __..__________ _______...____-_____ ____---- ----- �
- �---- ---------- - --- - - -- - - ----- - ---- - 754
752 ------- --- -- ------ --- ---- - -- ---- --- - ---- --- -- --- ---------r------------ --------- - -- - ---- ----- -- -- --- --- ------
-. --- -------- - - _ ------------- - - --- --_ -- -- - -__ -- - -- - -- - - - _-{ -------------- ----- -- -------- -- -- _ -� --------- ----- - _ ------ -... ------------ ----- ---- ---__- ___ - 752
_ -._----- --___-_..__.___ _ -_-_-_ __-_____-____ _____ -_-_ __ ___.__-- -_--_-. __--___ -_-__. _---_ . --------- _ _ ----------____--
' ao h
750 ------
--------�-----------� --------_- ---�- -- � ---------- -__ -_- - - - ---__ __ ---_-- ^ ^ --- - --- - ---- ---___ __--- -- ---------- 750
- -------- -L----- -- ---- --- -- -- - ---- ._-_.. - _ ----- ----_------- -- _..----_..._ _.... -- - . - -- -
-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70
BEGIN BRIDGE STRUCTURE
STA. 104+0300 "BR 1 "
AC=O AF=188.2
vc=o VF=21
104+00
770 , ----- --- ---- ---_-- --------------------------- T
-----___ --- — - 770
768 -._.. - --- -- _ -_ - -- ----------- - _._.. _ - -- -- -_ _ - --- ---- --- __ --- -_ _ 768
766 ----- --------- -------- - --- ---- ------ -------- -------..__ .--- 766
---------- ----- ------------ --------- - ----- - - --- -
764 ------_------�----_________-- ---- ___-- - -----._-- -----------___. __---__-___-__._-._ _._-...____.___.-.___--- -----_-__.._---__----.__-._ ___.___----_____._..-----------______ ._____._-.---__.___.__.__.__.._._.__.--- -- -------____ __--_-------..----.____..._ ._._____----.___-- -------____-_____ .__.___.._--_----.___-- 764
762 ----_- --____- - ------- ---- - __..--_----___._ ___.__-.____-___ _ -�__ .__-..____.---- - -- --- -- 762
760 --- -- ---- - -- - - -- -- --_ - _ ---- -- -- ___ -__ - -------- - -__ - _ _. ---- - -- - 760
758 _-__ ------- -- --- --- ---- --_ -_ _ - ---__ _- - - - _ - -- - 758
756 - ---- ---------- -- -- ----- ------ ��
-_ _____ _ ___-___---__-_ __---------__ _-_.______ _-___ - _.____-__ -__ ___ _ _-_-__ __.____.__- ----__-_____-- -------__ ___ ___-- 756
754 ----_----- ----- ----- --- --------- -- ---- ---- ----- ------ - 754
-.. __.--' ---- - - -- - - --- --- ---
752 --- ------ --_ - - -- ---._______ _ _.___-__- - ___---__.-- _.. __ __ _ _ _-__-_. ______._.__ _ _- ---___-_---_ .___.___ .__.___ .,` ___-- _--- _-_________-- _ -__-- --___-- _--__-- ---- ___._---__ ._ - _-- - ___---__-._,__.______ 752
O
750 - - ----- ------------ ---------_---- ------ -------- - -- ------ . _-_- - ---- ------- . ____ _ ----------- -------- ------- ----- ------^-^---___ ____._, ____ _-------- ------- __---- ------- -________---..______ --------- -------__-_-- _---- -- -- - 750
3 ---- --- _ .�.-- -- --- - --- ----- - .---- --_ - --------'- ------- ---------- -- ---_-. --- - -- �._._ . --- - -L- --- - ----- - - - ----- ----- -- - --.. -- ----- -_- ------- - - - -
z -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60
w
HORIZONTAL SCALE BRIDGE FILE
CITY OF CARMEL 1» = 59
HAMILTON COUNTY, INDIANA VERTICAL SCALE DESIGNATION
L6
y
SURVEY BOOK SHEETS
DESIGNED: DWB DRAWN: DWB CROSS SECTIONS
6 of 7
CD
m
CHECKED: MJO CHECKED: MJO LINE "B R 1 » CONTRACT PROJECT
LoC
s
Lo
106+50 770
----------
------- 768
770
766
768 -------
AF_0_- 764
766
------- 762
----------
764 ------
760
762 ------- 758
760 ------ -----------
756
758
------- 754
60
756
0 20 40 50
Jo
754 10
-50 -40 -jo -20 10
END PROJECT
STA. 106+50-00 "**BR1 "
106+00 774
772
774
770
772 -------
768
770
766
768 —------
764
766
4,7
AC ------AF
762
764 ------ - _yC�F4 F 11
--- —
----------
760
762
----------
---------- 758
760
---- ---------- ------ ------ ------------
756
758
---------- -----------L 70
-------------------- -------- ----------- ------ io 40 50 60
756 ------------ 20
-10 0 10
-50 -40 -jo -20
105+50 770
768
770
------ --------- ------ 766
768 ------ -- -------
764
766
762
764
760
762
758
760 _AC= ---------- -
756
758
--------- 60 70
756 io 40 50
< 20
10
-jo -20 -10 0
-40
HORIZONTAL SCALE BRIDGE FILE
CITY OF C ARMEL
59
VERTICAL SCALE DESIGNATION
Lu HAMILTON COUNTY9 INDIANA 5p
:n
SURVEY BOOK SHEETS
7 of 7
DRAWN: DWEI CROSS SECTIONS
DESIGNED: DWB CONTRACT PROJECT
BR 1
LINE
CHECKED: Mjo
CHECKED: MJO
rn