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DATE.• 6/28/01
SCALE.- 1/4" = 1'-0"
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2 1 3
FUTURE Villaae of WestClay 'J
4 I 5 I 6 I 7 I 8 I 9 I 10 I 11 I 12 I 13 I 14
15
HOLEY MOLEY SAYS
"DONT
DIG 2. TLSHALL DBE THE RESPONSIBILITY ES AT BOUNDARY LOFEEACH ET ICONTRACSTING TOR TO
BLIND" VERIFY ALL EXISTING UTILITIES AND CONDITIONS M
PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE
o CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF
THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR
-�; - EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR
�} SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF
ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE
PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED.
3. STANDARD SPECIFICATIONS FOR THE HAMILTON COUNTY
"IT'S i HE LAW" _ _ SURVEYOR SHALL APPLY FOR ALL STORM SEWERS.
,y
`�1 I CALL 2 WORKING DAYS BEFORE YOU DIG 4. STANDARD SPECIFICATIONS FOR CLAY TOWNSHIP REGIONAL
1-800-382-5544 WASTE DISTRICT APPLY FOR ALL SANITARY SEWERS. L
1 5. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES
CALL TOLL FREE
l i I RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH
4 1 1 E PER INDIANA SIATE LAW IS -69-1991.
IT IS AGAINST THE LAW TO EXCAVATE GRANULAR MATERIAL.
! k I WITHOUT NOTIFYING THE UNDERGROUND 6 SCEXISTING
UTILITY
ARE
NORTH PER INFORMATION PROVIDED B
E L
LOCATION SERVICE TWO (2) WORKING ASSUMED 0
DAYS BEFORE COMMENCING WORK.» -_ COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED
SCALE: 1"=50' PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF
SERVICES.
1 1 I 1 7. SERVICE WALKS SHALL BE NON -REINFORCED CONCRETE 4"
1 1 it i
! i l THICK AND 4' IN WIDTH.
T !l! 8. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT K
t.<" t TO BE CONSTRUCTED BY OTHERS,
9. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK
INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS.
-� 4� SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN
PROPOSED Village Of WestClay 17 / EXPANSION JOINTS, CONTRACTION JOINTS AND
SECTION 3001 Existing Storm Sewer PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH A
; --#�--
r' CONTRACTION JOINT EVERY 20, OR LESS.
10. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
``-�- ' ---�-- New Storm Sewer CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
r r 11. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. J
""` �- •. �``., i' if Existing Sanitary Sewer STANDARDS FOR WORKER SAFETY.
'� r �� •, 7 t 12. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES.
13. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE .a
50.00 Cq
Z , New Sanitary Sewer CROSSES PROPOSED HOUSE PADS. ALL FIELD TILES
897.5 `mow, r INTERCEPTED TO BE PERPETUATED INTO STORM SEWER
'� �- 000 Existing Contour SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN
WRITING THE OWNER AND THE ENGINEER IN ANY
696- x ELEV CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED.
.., .
DESC Existing Elevation 14. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 95
e v
W/ description PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D-1557). FILL
UNDER THE FOOTING SHALL BE COMPACTED TO AT LEAST 95
89�'`•,� 1` 000.00 New Pavement Grade PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D-1557). H
15. ANY UTILITY POLES WHICH LIE WITHIN THE EXTENDED PAVEMENT
OR SHOULDERS MUST BE RELOCATED PRIOR TO THE
101- 1p 0� ` `"`a, 000.00 All Other Finish Grades CONSTRUCTION OF THE BROAD STREET ENTRANCE.
.00
1
Storm Structure Number Revisions
90D.D I 656
1. 06/09/99, BET, ADDED LOTS 605-613 PER CLIENT.
MFFE=900 2. 06/14/99, BET, REVISED PER TAC COMMENTS.
. 897.5 W I - o -' 1 00 Sanitary Structure Number 3. 07/19/99, DCC: REVISED GRADING TO ACHIEVE EARTHWORK BALANCE.
LU
LUCK V Q .. �, - Flow Arrow G
N I 9. 899.6 897.4
410 114.13' i ��
TC -899.00 , ! 900, Denotes Elevation and
- 655 MFFE=900.1 p , 1
LO 000.0 Approximate Pad Size
89a65 899.3 I 1663
114.13' Bs 676
654 m �-
- _ ' _ _ _ _ _ 6" Subsurface Drain
FFE=899.8 l
89 .30 898.9 896.8 M -; [ 000.00
114.13' t
653 MFFE=899.3 1 1 _ ... Swale F
0 1 1
U' ;
§Q9-
8'.898.6
`-`-i 0 2' Roll Curb
114.13' I
ESM T.
898.o I 652 MFFE=899.1 0 ' /Z
652
- -- -- - 2 ChQirback Curb H LA
B ,
"' ' 664 s
- ------_1 a so 898.2 K' 1
896.3 -- -# 1 � � Q- O'••.
95 75 �r 8 114.13' I O 1
• 9
I
c �� 2 Chairback Curb = No.
• C -
�" - - 651 _' -
MFFE=898.7 _ -
- - 9800085 -
8971 M i W/o Gutter STATE OF
897.9 896.0 f 665
O
o I 114.13' 1 1t.R� DO Valley Gutter %,����`S;'.... '0 E
645 646
N 647 MI 650 MFFE=698.4 0 '''''����S70NIA�L���;�```���
• MFFE Minimum First Floor Elevation
E=897.0` .7 I s.90 897.5 895.7 M - t 6(76
MFFE 897 00 ,
MFFE=897.9 ( _ 114.13
LC 649 MFFE =898.0
55
897.1. 895.4 �+ ,� 1
667 CERTIFIED BY 4
114.13' �. -� PROPOSED Village of WestClay
l �y THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED v
=895.03 10' BTL _ 361' OF 27" RCP I 648 MFFE=897.6 1 1 SECTION .J V1 HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER
_ cC) M l 6 f i� CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN D
02' 895.8 75.02'10' DU&SE 896.3 86.67 8.10 f U PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION.
-- 14.0A...__
cs41 1999, The Schneider Corporation
B 50+00 51+00 D 52+00 52+51.54 TC=894.86 ti
5.03 5.64 N - s.3a ` " ~ W"
o s . a as `. _ The
T_
-e �
_ _ Schneider
397' OF 8" PVC D Ot o 78' OF 8" PVC 40
r, 896.60
UJ
IT
Co orat�.on
2 1 3 1 4 I 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13
TBM #44
USGS BENCHMARK
CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT
EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE
FARM ENTRANCE.
ELEVATION - 893.39
14
15
C
12726 Hamilton Crossing Blvd. Engineering
Carmel, Indiana Surveying
46032 Landscape Architecture
317-574-3797 GIS o LIS
317-574-3799 Fax Geology
Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc.
BRENWICK DEVELOPMENT CO.
Village of WestClay B
Section 7501
DEVELOPMENT PLAN
Date Project No. Drawn Approv.
05/21/99 1238.7501 DCC
Computer Files Sheet No. A
J: \1238V501\DWGS\C1o1.DWG
XREF: 3001BS.DWG®�
XREF: 7501 BS.DWG
XREF: MID-BS.DWG
XREF: CA9.DWG
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