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FUTURE Village of WestClay ')
TC=90196
Cl! - OF 8* PV1
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3+38 R BURY4+00 STREET • - C
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102.28 10' DU&SE 56 of 21 RCP
10' BTL r . ; T,CS--899.49 y
62'2 -
MFFE=901.9
I I C=900.83 901.4 900.2
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- - - I�TC=900.62 D
I TC=901.32 24' ALLEY ESMT.
310" of 8r PVC O 16
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UJ I HERMAN
WELLS -!
- - BLOCK "Ds �.
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1 COMMONS
T 90202
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15
HOLEY MOLEY SAYS
"DON'T
1• ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES.
DIG
2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO
BLIND" VERIFY ALL EXISTING UTILITIES AND CONDITIONS M
PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE
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 THE LAW" SURVEYOR SHALL APPLY FOR ALL STORM SEWERS.
CALL 2 WORKING DAYS BEFORE YOU DIG - ` - 4. STANDARD SPECIFICATIONS FOR CLAY TOWNSHIP REGIONAL
I v
1-800-382-5544 WASTE DISTRICT APPLY FOR ALL SANITARY SEWERS. L
• ` CALL TOLL FREE 5. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES
PER INDIANA STATE LAW IS -69-1991. I RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH
j
' IT IS AGAINST THE LAW TO EXCAVATE GRANULAR MATERIAL.
1 WITHOUT NOTIFYING THE UNDERGROUND A 6. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE
LOCATION SERVICE TWO (2) WORKING
ASSUMED NORTH PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY
t DAYS BEFORE COMMENCING WORK. SCALE: ��-5O' COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED
PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF
T'
SERVICES.
! 7. SERVICE WALKS SHALL BE NON -REINFORCED CONCRETE 4"
THICK AND 4' IN WIDTH.
' I 8. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT K
Q TO BE CONSTRUCTED BY OTHERS.
9. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK
INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS.
�` SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN
I PROPOSED Village of WestClay �� � � ;;�` ' EXPANSION JOINTS, CONTRACTION JOINTS AND
SECTION 3001 ' $ ExistingStorm SewerPERPENDICULAR TO SIDEWALKS AT 5 INTERVALS OR LESS WITH A
7; CONTRACTION JOINT EVERY 20 OR LESS.
" \`• r 7 10. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
New Storm Sewer CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
11. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE
PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. J
.a
-,12. CONTRACTOR SHALL
Existing Sanitary Sewer STANDARDS FOR WORKER SAFETY.
,
13. REMOVE AND BACKFILL AILL AREAS WHERE IZE DAMAGE TO EANY HFIELD NG RTT E
New Sanitary Sewer
�CROSSES PROPOSED HOUSE PADS. ALL FIELD TIES
00 INTERCEPTED TO BE PERPETUATED INTO STORM SEWER
1)s96 '" `'` \ o ���•. Ip' /-_ o - - Existing Contour SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN
WRITING THE OWNER AND THE ENGINEER IN ANY
ELEV CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED.
` DESC Existing Elevation 14• ALL ALL AREAS SHALL BE COMPACTED TO AT LEAST 95
+,..
899.0 i , t
7.*,,;_`"�:, f' ' W/ description PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D-1557). FILL
UNDER THE FOOTING SHALL BE COMPACTED TO AT LEAST 95
New Pavement Grade
PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D-1557). H
5 PAVEMENT
1 . ANY UTILITY POLES WHICH LIE WITHIN THE EXTENDED VE
1 -
j OR SHOULDERS MUST BE RELOCATED PRIOR TO THE
All Other Finish Grades CONSTRUCTION OF THE BROAD STREET ENTRANCE.
k
489
W
656' �.- ��� Storm Structure Number Revisions
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_-
MFFE=900 - i �- "� 1.06/09/99, BET, ADDED LOTS 605-613 PER CLIENT.
06/14/99, BET, REVISED PER TAC COMMENTS.
Sanitary Structure Number 3. 07/19/99, DCC: REVISED GRADING TO ACHIEVE EARTHWORK BALANCE.
Flow Arrow
I 99.6 G
897.4 t `►,.
I 41o 114.13'
TC="6
899.00 0 900 Denotes Elevation and
I 655 MFFE-900.1
8993 M ' ' 663 Approximate Pad Size
000 0
_ 897.1 ti I
L 114.13 m _ ' 1 676 ,.
654 ,
FFE=899.8 M �' f - - - _ - 6" Subsurface Drain
I 898.9 896.8
114.13'`
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653 MFFE=899.3 Swale (�j
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898.6 1 I
> 896.5 - 1
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e9s.o I ( 114.13' i, A
2' Roll Curb
I 652 MFFE=899.1 o a
M 664 B 2' Chairback Curb H L�
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114.13
MFFE=898.7 I__ C hairback Curb
-- 651 0.
- -
' a $ 7 M ' 9 085 _
9 a w o Gutter =T, 800 _
�I 8960 - 665 j /� ' STATE OF
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645 647 1{ ( " N Valley Gutter ; `F' �!..D►A..... E
M 650 MFFE=898,4
�;� 897 7 `� I 897.5 MFFE Minimum First Floor Elevation
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895.7
M MFFE=897.9 I 114.13' 1. z 66f�
649 MFFE=,89.&0
M i "
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8954 667 CERTIFIED BY
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I PROPOSED Villa.�e of WestClay
648 MFFE=897.6 THIS DRANING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED
361 of 27 RCP' SECTION; 01; HEREIN ARE THE EXCLUSIVE INTEU.ECTUAL PROPERTY OF THE SCHNEIDER
-8�- 75 02'10',DUtcSE 89x.3 86.6- 7' 1 14 n4_ ; ; i 668 , .I ..__._ `PAR°T''wniT�HouNDARE T THw�ErOT TiO�N USED
TOR HESCHNEIDER PoRAT1oNIN D
C641
1999, The Schneider Corporation
51+60
4 N 52+00 52+51.54 TC=894.86. �.« '
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0PVC
in •-•. TC=896.60.-'_-_
632 633 0 634..._ _.COTporattOn.o I
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635 �; C
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12726 Hamilton Crossing Blvd. Engineering
91.5
89%.6 897.6 (� of Carmel, Indiana Surveying
x97.0 o .:g9.8 I00
46032 Landscape Architecture
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317-574-3797 GIS e LIS
_ ( I TBM #44 317-574-3799 Fax Geology
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USGS BENCHMARK
894.8 CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc.
000-00 coo895 9 896.6 89 30 .DU&SE 894 ...
"' EAST SIDE HOOVER RD. 1100' SOUTH OF CLARtDGE
FARM NCE BRENTYICK DEVEIAPMENT CO.
75:00 76.65 - 77.6 7ELEVATION - 893.39 B
8994 iaE,.., 898.0 ME 89 0� 896.5 ME... 895. E _• 897.0 ME Village of WestClay
895
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Section 7501
DEVELOPMENT PLAN
1 1 2 1 3 1 4 1 5 1 6 1 7 8 1 9 1 10 11 12 13
14
15
Date
Project No.
Drawn
Approv.
05/21/99
1238.7501
DCC
Computer Files
Sheet No. A
J:\1238\7501\DWGS\C101.DWG
XREF: 30018S.DWG®�
XREF: 75018S.DWG
XREF: MID-BS.DWG
XREF: CA9.DWG
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