VILLAGE OF WEST CLAY SECTION 12001_storm sewer plan & profile_L0
1 12 13 14 5 16 17 18 19 110 111 12 13 14 15
i /itr < a _ — -- C-4HOLEY MOLEY SAYS
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1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO M
� CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
C BLIND 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN
ti ___ _ COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER
N \ EX. 36" RCP _ ' SAFETY.
C%4
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY
0 ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS.
ht 1®800-582.5544 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES.
L / ` � � CALL TOLL FREE L
1-800-428-5200
FOR CALLS OUTSIDE OF INDIANA
PER INDIANA STATE LAW iS-69-1991.
j� � IT 1S AGAINST THE LAW TO EXCAVATE
s y by l a WITHOUT NOTIFYING THE UNDERGROUND
! N N cc -I LOCATION SERVICE TWO (2) WORKING
"� N \ I DAYS BEFORE COMMENCING WORK.
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to ; c8o2 END SECTION
C1*400i 8 BEEHIVE INLET
J
0801 I I
4 �- --''- STORM STRUCTURE Na.
C14 � C14 � � (TYPICAL) @00 B�d��� h4L4JZK
8 17 STORK MANHOLE i i STORM SEWER
I 1 EMBEDMENT NAIL 0802 TBM #44
I C802C801
~~ r
USGS BENCHMARK
H ROLL CURB INLET CUT Y NORTH BONNET BOLT IN FIRE HYDRANT H
, / PIPE
o0 00 � r 0801 0801 UNDERDRAIN EAST SIDE HOOVER RD. X100' SOUTH OF CLARlDGE
T-2CV � / I i� C801 FARM ENTRANCE.
e ELEVATION - 893.39
L0 STORM SEINER LEGEND
Revisions
1. 02/23/99, MG; REVISED PER TAC COMMENTS.
2. 03/29/99, DCC; REVISED PER TAC COMMENTS,
3. 04/119/99, MG; FINAL Q.C. REVISIONS.
/�
i4. 05/11/99, BET; ADDED DEBRIS GUARDS TO A740 & A741 PER COUNTY SURVEYOR.
STORM PLAN
SEWER C A L F. 1')
= 50' 5. O3/27/OO, MG, "RECORD DRAWING" G
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193 0.21% 0.16% 36 RCP
Q('"� 0.3Q% 0.28% 166' 33 RCP .2-$" .�63” -�►; 36"RCP-�fi4''" '1"' 36"RCP 36» EX, 1.2726 Hamilton Crossing Blvd. Engineering
UV 0.43% 01% 2113' 0.17% RCP Carmel, Indiana Surveying
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Village of WestClay
RECOR A uwww I N G Section 1.2901
STORK SEWER PLAN
Date Project No. Drawn Approv.
08/21/98 1238.1201 BET, MG
A 1 71., . ,.
SEWER PROFILE
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50'
SCALE.
uvmputer rues Sheet No. A
J: \1238\1201\DWGS\C601.DWG
XREF: 1201BS.DWGSTORM
XREF: BS Ji
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XREF; STORM DWGExisting
1 2 4 3 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 15
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1 2 13 14 5 16 17 18 19 110 111 112 113 114 15
HOLEY MOLEY SAYS (aiElgIET")�
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.`� / o 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
,�� CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
0000 \ �f' , f ,�� ` FUTURE BLIND 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN
cV `� COMPLIANCE WITH APPLICABLE OS.H.A. STANDARDS FOR WORKER
a `� - , �, VILLAGE OF WESTCEAY �`
SAFETY.
A ' ,.' �-'� �, SECTION
\ / 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY
Cl-�'�� ,� ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS.
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as � 1-$0{�-a38�-��4�
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0802 END SECTION
3 - � C �' BEEHIVE INLET J
FUTURE
VILLAGE OF WESTCEAY ,1 - STORM STRUCTURE No. I
SECTION — ---- --- — I �,1 �- - 000 (TYPICAL) 1 O
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ST{�2Iw1 MANHOLE I EMBEDMENT DETAIL 0802 TBM #44
C8O2 � ,CBol 1 I USGS BENCHMARK
N
H + 14 12 3 CUT Y NORTH BONNET BOLT IN FIRE HYDRANT H
ROLL CURB INLET EUNI�RDRAIN\_E!E_ C801 EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE
FARM ENTRANCE.
i 00 ELEVATION — 893,39
STORM SEWER LEGEND
Revisions
1. 02/23/99, MG; REVISED PER TAC COMMENTS.
2. 03/29/99, DCC, REVISED PER TAC COMMENTS.
3. 03/27/00, MG, "RECORD DRAWING -
STORM SEWER PLAIN SCALE: 1"= 0'
CERTIFICATION FOR
915 _ _ _ _ _ _ w_
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C ___Coipora
24 RCP 28 12 RCP RCP --
�' 225` 0.139 0.49% fl.99� 345' 15"RCP
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0.299
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2RP
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Architecture
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Formerly Schneider Engineering Corp. /Bohlen, Meyer, Gibson 8c Assoc..
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. _ {_. _... _ .__. _....._ , . ___ __., , __.. , .. , . _ _ .._ _ _. _ .._.�_., _.. __. _.. ..___. . _ _ ._. BRENWICK DEVELOPMENT CO.
Village of estClay B
ECO D D AW11 G Section 12001
STORM SEWER PLAN
f
Date Project No. Drawn Approv.
08/21/98 1238.1201 BET, MG
SEWER PROFILE
4V;C7,1.7iA.irG'1 i'lAGO U11GGL l�V• 1
�T-rr J: \1238\1201\DWGS\C6O2.DWG
VpL«.— XREF. 1201BS.DWG
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XREF: STORM DWG//%�,
Existing Grade New Grade Granular Backf{
1 2 1 3 4 1 5 1 6 7 1 8 1 9 1 10 1 11 12 1 13 14 1 15
1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 14 1 15
HOLEY MOLEY SAYS
DON'T
M DIG 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO M
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
BLIND
C_
o2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN
266 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.
4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES.
L 278 265 0 10 CALL TOLL FREE L
A61 1-800-382-5544 L
1-804428-5200
6.0 000---_ FOR CALLS OUTSIDE OF INDIANA
0 610 M, 000 PER INDIANA STATE LAW IS -69-1991.
%
SSD IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
61 DAYS BEFORE COMMENCING WORK.
608 H 00 WAz
60 N 1 VF
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MONS 264
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USE 11DOND 63
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F-- PRECAST CONCRETE
END SECTION
J614 BEEHIVE INLET
0%
S Vd �0_ 17
STORM STRUCTURE No. I
280
(TYPICAL)
OO Ba q(CH_Hh&AR11K
616
302 STORM SEWER 9
281 8 17 STORM MANHOLE EMBEDMENT DETAIL 0802 TBM #44
C802 C801
USGS BENCHMARK
H,\
290 ROLL CURB INLET PIPE UNDERDRAIN 13 CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT H
A63 \��C801 C801 EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE
FARM ENTRANCE.
ELEVATION - 893.39
STORM SEWER LEGEND
Revisions
1. 02/23/99, MG; REVISED PER TAG COMMENTS.
2. 03/29/99, DCC; REVISED PER TAC COMMENTS.
3. 03/27/00, MG, -RECORD DRAWING"
STORM SEWER PLAN SCALE: 1 "=50'
CERTIFICATION FOR
915 C> UQ 915
UQ "RECORD DRAWING"
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p� >: >: >: HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SOiNEIDER
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28� -96' La)r- 18"RCP E 885
------ --- ------- -- ------------- NP=884.50 0-407. _jG.407.-
0.76% 9 0.277. 1701 0.38% 281 21"RCP 12 RCP 12 RCP — 15RCPN =884.00 Corpora on
C 15 RCP 198' 0.337. 21"RCP j6e- -4-397.-
1731 18"RCP
0.46% 18"RCP 52' 45,
42' 43' 0.45% 12726 Hamilton Crossing Blvd, Engineering
0.76% 0.23%
0.32% 0.44% Carmel, Indiana Surveying
880 00 00 880 46032 Landscape Architecture
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875 STORM SE W.. ER 875 Formerly Schneider Engineering Corp. Bohlen, Meyer, Gibson & Assoc.
B ------ ------ ------------- ------ -- BRE CK DEVELOPMENT CO.
Village of WestClay
RECOR RAWING Section 12001
STORM SEWER PLAN
Date Project No. Drawn Approv.
08/21/98 1238.1201 BET, MG
Lni__ 01_1
HOR.: AT-
STORM SEWER PROFILE
%,VLUy%k'.V,& rjava ourIVII 11M. A
J: \1238\1201 \DWGS\C603.DWG
Z 1 =50' XREF. 1201BS.DWG
XREF: 1OO9BS.DWG
SCALE.
--
----------------- ---
V//////
$1
VERT.: 1 =5) XREF: MID-BS-E.DWG
Existing Grade
New Grade
Granular Back ii
XREF: STORM DWG
XREF: 1202BS.DWG
1 12 3 1 4 1 5 1 6 17 8 9 10 1 11 12 13 1 14 15 1
1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 12 1 13 1 14 1 15
HOLEY MOLEY SAYS
DON'T
M DIG 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO M
6 CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
BLIND
2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN
300 COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER
i SAFETY.
J
00 > 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY
ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS.
4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES.
293
292 1-800-382-5544
L CALL TOLL
L
1-800-428-5200
FOR CALLS OUTSIDE OF INDIANA
COMMONS PER INDIANA STATE LAW IS -69-1991.
IT IS AGAINST THE LAW TO EXCAVATE
299 WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
K K
295 62 eT
298
296 1 1 297 _2'\� PRECAST CONCRETE
e VtFO2TEND SECTION
COMMONS"
J e BEEHIVE INLET J
BLOCK "B
STORM STRUCTURE No. I
(TYPICAL)
COO
62 62
STORM SEWER
r9
/8"..V �17 STORM MANHOLE EMBEDMENT DETAIL �102
------ I I TBM #44
0802 C801 USES" BENCHMARK
H f62�. 14 12 ROLL CURB INLET PIPE UNDERDRAIN 13 CUT X" NORTH BONNET BOLT IN FIRE HYDRANT H
\
C801 EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE ,740 ��Cloi FARM ENTRANCE.
STORM SEWER LEGEND ELEVATION - 893.39
Re -visions
1. 02/23/99, MG; REVISED PER TAC COMMENTS.
2. 03/29/99, DCC; REVISED PER TAC COMMENTS.
3. 05/11/99, BET; ADDED DEBRIS GUARDS TO A746 & A747 PER COUNTY SURVEYOR.
4. 03/27/00, MG, 'RECORD DRAWING -
G STORM SEWER PLAN SCALE: 1"=50' G
CERTIFICATION FOR
10 91 uf,� I
---- - - ------- - ----------- -- --- --- ---- ---- ------ - ------- - ------ --- -- ---------- "RECORD DRAWING'
NOTE:
F a C� F
C14 C14 NRecord drawing certification only for top of costing, invert
00 905
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LO Uj a calculated figure and is for general information only. 7-1 =-?- 905
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-------- ---- ---- -- ---- - ----cn------ - - ---- ---------- . . ...... .... THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED
HERON ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER
D CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN
PART, WITHOUT THE WRITTEN CONSENT OF THE SWNEIDER CORPORATION. D
885885 1998, The Schneider Corporation
. .. .... ... ------- - . ..... --- -------- ---- ----- --- ----
r1p rT_`I_9
i I ne
_9427. 27"RCP Scbnei er
296' 0.147. 0
C1 10' STUB10' STUB 88U bon
---------24" RCP Conoora
C INV. 882.90 INV. 882.90 1 C
1*2726 Hamilton Crossing Blvd. Engineering
Carmel, Indiana Surveying
875 875 46032 Landscape Architecture
---------- - ----- 317-574-3797 GIS o LIS
317-574-3799 Fax Geology
85 7 0 STORM
Fm
5`E1W"W ER 870 orerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc.
-- --------- ----- -- ....... ------- - BREMCK DEVELOPMENT CO.
Village of WestClay
Section 12001
ECO D AWING
STORM SEWER PLAN
Date Project No. Drawn Approv.
08/21/98 1238.1201 BET, MG
rt
STORM SEWER PROFILE
13�aallq_f p
VVLLLFU"V1 1711va ollvv%, INV. A
J- \1238\12 01 \DWGS\C604DW
HORZ.- 1 =50' XREF: 1201BS.DWG
XREF: 1009BS.DWG (5(0)d4
SCALE:-
$) )
XREF: MID-BS-E.DWG
VERT.: 1 -5
L Existing Grade
New Grade
Granular Backfill J
XREF. STORM DWG
XREF. 12026S.DWG
1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 12 1 13 14 15 1