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HOLEY MOLEY SA`fS
"DON'T
DIG
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cnlT' S Kir�H E EFO oWic
1-800-382-5544
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.
15
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ASSUMED NORTH
SCALE: 1 "=50'
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--W -----��-N-
� �I�N1�I�nI_ N(�>"I�I���
1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. M
2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO
VERIFY ALL EXISTING UTILITIES AND CONDITIONS
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 CITY OF
CARMEL, INDIANA SHALL APPLY FOR ALL SANITARY �
SEWER AND STORM SEWERS.
4. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES
RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH
GRANULAR MATERIAL.
5. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE
PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY
COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED
PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF
SERVICES.
6. SERVICE WALKS SHALL BE NON-REINFORCED CONCRETE 4"
THICK AND 4' IN WIDTH. K
7. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT
TO BE CONSTRUCTED BY OTHERS.
8. EXPANSION JOINTS AREA TO BE PLACED AT ALL WALK
INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS.
SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN
EXPANSION JOINTS CONTRACTION JOINTS AND -
Existing Storm Sewer PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH
A CONTRACTION JOINT EVERY 20' OR LESS.
N�W Storm Sewer 9• TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
10. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE �
EXIStiCI SOflltaf Sewer PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A.
g y STANDARDS FOR WORKER SAFETY.
11. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES.
NeW Sanitary Sewer 12. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE
CROSSES PROPOSED HOUSE PADS. ALL FIELD TILES
Existing Contour INTERCEPTED TO BE PERPETUATED INTO STORM SEWER
SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN
WRITING THE OWNER AND THE ENGINEER IN ANY
Existing Elevation CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED.
w/ description 13. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 95
PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D-1557). FILL H
New Pavement Grade UNDER THE FOOTING SHALL BE COMPACTED TO AT LEAST 95
PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D-1557).
All Other Finish Grades
Storm Structure Number xevisions
1. DCC 02/03/00: REVISED LOCATION OF STR. � 725A.
2. DCC 02/23/00: REVISED PER TAC COMMENTS.
Sanitary Structure Number 3. BET, 03/21/00, REVISED SWALE WEST OF LOTS 55 & 56.
4. DCC, 0�2�00, ADDED 6" PRIVATE T1LES fOR LOTS 51-53 PER KATE BOYLE.
5. MG, 05 Ot 00, ADDED PRIVATE DRAINS TO LOTS 47-53.
Flow Arrow
Denotes Elevation and
Approximate Pad Size
6" Subsurface Drain �
Swale (�
Water Main
I:� - N(� I�IIM n I�Z I�r
BENCHtiiHRK
1BM #1
USGS BFNCHMARK
DISK STAMPED "95 REP" IN CONCRETE POST t1' ABOVE GROUND
AT THE NW CORNER OF 131st & RIVER ROAD.
ELEVATiuIJ = 751.46
14
15
\,�,,.���``���� H L q .,,,,�������i///
: `�����STER�,�'S' '•�
� No. =
:�:, 9800085 =
;��`••, STATE OF �'� ;
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%.�� �' � DIAN..• ����
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����''%SS��NA� E�����\\\\\.
''�0 �u„m i n n u i u n a� a���
�
CERIIFIED BY �
21�1�
THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED
HEREIN ARE THE EXCLUSIVE INiELLECiUAL PROPERTY OF THE SCHNEIDER
CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WF10LE OR IN
PART, NATHOUT THE WftITTEN CONSENT Of THE SCHNEIDER CORPORAl10N.
2000, The Schneider Corporation
r � The
Schneider
LJCo orat�.on
rp t.
12726 Hamilton Crossing Blvd. Fngineering
Carmel, Indiana Surveying
46032 Lal�dscape Arctiitecture
317-574-3797 GIS o LIS
317-574-3799 Fax Geology
Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & Assoc.
BDC/CARDINAL ASSOCIATES, I�P.
BROOKS LANDING AT PRAIRIE VIEW SEC. 2
CARMEL, INDIANA
DEVELOPMENT PLAN
Date Project No. Drawn Approv.
01 /20/00 1065.22 DCC
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Computer Files Sheet No. A
J: \1065\DWGS\22\C101.DWG � ���
XREF: 22BASE.DWG
XREF: 21 BASE. DWG
XREF: 11BASE.DWG, 236ASE.DWG
XREF: 12ABASE.DWG, 246ASE.DWG
XREF: 1065TOPO.DWG