HomeMy WebLinkAbout041-99 SP VOWC Sec 3004 Storm Sewer.5CT) CT,
3C
0
co
C--)
cn
Q
0
0
m
i
1 2 3 4 5 6 7 g g 10 11 12 13 14 15
/ HOLEY MOLEY SAYS
\
DON'T
DIG 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO M
M / �� 1 1 j stonk >y BLIND" CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
,` F 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN
COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER
�RS�TY NS - SAFETY.
% l �REFN 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY
ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS.
"IT'S THE LAW" 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES.
/ CA,L 2 WORKING DAYS BEFORE YOU D!G L
®® 1-800-382-55
CALL TOLL FREE
/ PER INDIANA STATE LAW IS -69-1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
/ LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
® K
i
K ® � pA■ \
PRECAST CONCRETE
C803 ENO SECT)ON
i \ 7 BEEHIVE NLET
C803 I
STORM STRucTt1RE No.
(TYPICAL) 100
/ STORM aw 3
STORM MANHOLE i i EMBEDMEIiT DETAIL 0803
C803 C803 I
\ 11 12
/ CURB INLET H
N / C803 C803 C804
/ STORM SEWER LEGEND
Revisions
1. BET, 04/28/99, REVISED PER TAC COMMENTS
STORM SEWER PLAN SCALE: I"=50'
G
�.
WW.�
NN WW
3 W J N N m W Ln
Z 915
w Z°,� Z 3 W
W
m
����915 . _____ ____ _ _---_-_- � - _ _ _ _ _ _ _ _ __ ___ _ _ _ _ _ __ _ . _.__
z coco cc
OOZE N
O c(D (M cc Q1 Z
I � `I F
F Cn�zz �LO�zzt�
cn�--
Ln _ Z N 910
Ln F-- _ - N -
.._ ._....._..._ ._._. _ _ ___ _ ... Cll.� _ _- _.._. _ ._
- _ �Wy�
W�- * - - -
•p • r �tA� ON U..
_......_...___.___...._.___.._.__.. -._to
910
N
a 1- • F- • N W Z N Z n a0 N ~ •' ~ O ~ ■ +n ww • Z Z N .- �yJ W S Z M \IH11111111111111///
N {y� O • M �• M Z r J ■ r W (/1 > 3 W 00 M N \\\\N\ S u /////
00 • J ■ N J 00
N = 3 Z m � W m W (/) Z N Z W Z CN W W Z m 3 Z (/ 1 N m 3 Z L fn W 00 (D p \\�\\ C_ 1 Cl C
Z r Z oDN Z N W Z W ? N � �J Q to (D Z 3 ZNN W �Z - W Ln m r Z N ONO W ZOp mg�� CCOF" ��\`�`
Cn N O �? m 3 m m T p CLQ 3 N N 00 N v� N W M ,o- �' . 15TE o
m W Z m Cn CO m O N U CO CV ^ N N Z D: 3 Z N �L') r` t>D r U� (� N 00 mp ,+� Go p1 01 .•�G R�'
O 3 00 ^ tt7 fo f'V r 00 �- U ,,rj O O C> CO CV N r- to 00
O = co
• CO Cr! . N 00 M N N 0O
N� Up� M C.i Cn��M r �r•.tr .'-• r OCn U OM Mt\Cn rn� nCn Cn C7� poMOO U>
co p,00� �r`rn �nO�rnrn rn 00 rn iDrnop COF
U
��� Ln �00M ���� `40M LID 4M C14 � �co � ������ cc�� _ - I:Z z = 085 -
('� O�� �M� ri� c0r`� 00 00 0o a0 r oo O co �+� ��"� ___ ���~~- =
905 N,;°° �o^,� o�__ __ --__ .......__. r z� zzz23 _ 40Ima, _ -�.,o a *. ono 00 o Sr 5�� �� . ; zZ= _� » ` 9800
co rn 0o I-_.... rn _ _.. _ i I ao ao o0 1 cn
v3 ,..... a� a0 m 00zz �vzz Ix >Z I ?� ?� 1 ?� I ?� �> F- '»» _ ��'• STATE OF
a» z _-�------` E
o I zo'-"z- �c>zzzz I I V) z zz �:zzzz Ln K - - ----------- - p <v=
> cn r= cn
v>v» �zzz�z�zzz ----------------------- fY�»c>»c3 '» �`-'z�» v'r-_----------------In,_zz
z z Z Cn - - - to - - _ - - �/ //i/ sn ' `\ \O`
�- - - - - _ _ N r_ z z V) K Ln z z V) K �',��` J'' �NOIAN P• \`G���.
E cn �- _ cn
-- -- -_
', NAL \
� � �' /,f//////NIfIII1111tU11N\\\\\\\\
900 - ---
79CERTIFIED BY
.55-99
895 - - - _ -
1.aox
895 THIS DRAWNG AM THE IDEAS, DESK7r5 AND CONCEPTS CONTAINED
__......_._....- _.. _. _ __ __. -_____ _...._ _. ______ __ 12"RCP
HERON ARE THE EXCLUSIVE 4NTELLECTUAL PROPERTY OF THE SCHNEDER
0 ARE USED OR REPRODUCED
. _ 0.50X 12•RCP 0.50%oui THEMPoTTENDC.�k1T THE MCORAT�iON� D
D " 7 0.47% 0.57% • 15"RCP ' 30' 1.00 12"RCP
1
32 88 0.30% 21 RCP 32 228 0.40% 32' 18*RCP 109 Y.00X 890 1999, The Schneider Corporation
24 RCP 9'' C. 38% 27 -RCP 0.60%
0.55% 0.55% 17 31• 24"RCP 27`RCP
18"RCP 15"RCP 0.40% _ _ .__. _ 102' 0.33X 30"RCP _- 82__.33X.-. _ ._ _,.___ .. _.___ .__ -- _-._.. _. __.._ r
0.407. 34RCP- _- ....15 RCP o .. f
The
890 _ _ 24"RCP.......___ - _ _ _ __ N �- - ..____..._---
__.
_ 24 RCPc a .
00
0000 00 &!hn6dff
885 •
__ _ _.�...._ _ ___ ._ _ _ _ _ __ ___ _ _ ___ _ Co ration
885 1q
m U 12726 Hamilton Crossing Blvd. Engineering
n>
880
Carmel, Indiana Surveying
460 32 Landscape Architecture
880 ___--__._r _ 3177 - -
_ . - _ _ . _ _ _ _ __...._ _ __._. _ _ _
317-574-3799 Fax Geology
Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson do Assoc.
875....
875 BRENAICK DEVELOPMENT CO.
E
_._ _
B - -- Village of WestClay
Section 3004
STORM SEWER PLAN
Date No. Drawn Approv.
03/19/99=102j78.3004 BET, MG
Computer Files Sheet No.
PROFILE E�
\C6O4.DWG
A HORZ.: 1»=50' XREF:
XREF: MID-BS-E.DWGSCALE. XREF: MID.DWGSTORM SEWER Existing Grade New Grade Granular Backfill VERT.: >=5 XREF: STORM.DWG
®�
.. .n 1Z 1 1 ��i