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CONSTRUCTION II II
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UTILITY NOTES
1. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR VERIFYING THAT PERMITS
AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY OR STATE
AGENCIES PRIOR TO STARTING ANY CONSTRUCTION. ALL CONSTRUCTION MATERIALS
AND WORKMANSHIP SHALL CONFORM TO THE LOCAL AUTHORITIES STANDARDS AND
SPECIFICATIONS.
2. REFER TO EXISTING TOPOGRAPHIC SURVEY FOR BENCHMARKS AND OTHER EXISTING
INFORMATION. CONTRACTOR TO FIELD VERIFY LAYOUT PRIOR TO CONSTRUCTION.
3. CONTRACTOR SHALL PROTECT ALL EXISTING AND NEW CONSTRUCTION FROM DAMAGE.
SHOULD ANY DAMAGE OCCUR, CONTRACTOR SHALL MAKE ALL NECESSARY REPAIRS AT
NO COST TO THE OWNER.
4. CONTRACTOR SHALL COORDINATE WORK WITH OTHER CONTRACTORS ON SITE.
CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION AND COORDINATION OF ALL
CONSTRUCTION WITH THE RESPECTIVE UTILITY PROVIDERS PRIOR TO STARTING ANY
CONSTRUCTION.
5. CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL
UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING ANY
CONSTRUCTION.
6. CALL "HOLEY MOLEY", 1-800-382-5544, 72 HOURS PRIOR TO THE START OF ANY
EXCAVATION.
7. CONTRACTOR SHALL BE RESPONSIBLE TO MAKE AVAILABLE TO THE ENGINEER
DIMENSIONS TO LOCATE UTILITY STUBS AND/OR ANY UTILITY CONDUIT STUBS
INSTALLED.
8, ALL UTILITY CROSSINGS OR TRENCHES WITHIN FIVE (5) FEET OF THE EDGE OF
PAVEMENT SHALL BE BACKFILLED TO THE SUBGRADE WITH GRANULAR MATERIAL (#8
STONE) AND COMPACTED IN SIX (6) INCH LIFTS.
9. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN
WATERMAINS, SANITARY AND STORM SEWERS AS WELL AS A 10' HORIZONTAL
SEPARATION BETWEEN WATERMAINS AND SANITARY SEWERS.
10. CONTRACTOR SHALL PROTECT ALL EXISTING AND NEW CONSTRUCTION FROM DAMAGE.
SHOULD ANY DAMAGE OCCUR, CONTRACTOR SHALL MAKE ALL NECESSARY REPAIRS AT
NO COST TO THE OWNER.
11. ALL UTILITY WORK SHALL BE COMPLETED, INCLUDING TRENCH BACKFILL AND
COMPACTION, PRIOR TO PLACEMENT OF ANY GRAVEL BASE.
12. EXCEPT FOR THOSE UTILITIES NOTED TO BE PLUGGED OR REMOVED, RECONNECT ALL
LINES ENCOUNTERED DURING CONSTRUCTION.
13. UTILITY CONTRACTOR SHALL BE RESPONSIBLE FOR THE RAISING OR LOWERING OF ALL
EXISTING MANHOLES AND CATCH BASINS, FRAMES AND COVERS, VALVE BOXES AND
CLEAN -OUTS TO MEET FINISH GRADES.
14. ALL SITE UTILITIES SHALL BE STUBBED AND PLUGGED TO WITHIN FIVE FEET OF THE
OUTSIDE BUILDING FOUNDATION WALL UNLESS OTHERWISE NOTED.
15. REFER TO ARCHITECTURAL/MECHANICAL PLANS FOR EXACT BUILDING SANITARY AND
WATER SERVICE CONNECTION LOCATIONS. FIELD ADJUST AS NECESSARY.
16. IF ALTERNATE STRUCTURES ARE TO BE SUPPLIED, SHOP DRAWINGS MUST BE
SUBMITTED TO THE ENGINEER AND APPROVED IN WRITING PRIOR TO INSTALLATION.
17. UTILITY LENGTHS NOTED ARE APPROXIMATE.
18. ALL STORM WATER INLETS AND CATCH BASINS SHALL HAVE THE WORDS "NO DUMPING,
DRAINS TO STREAM", OR SIMILARLY APPROVED MESSAGE CAST IN RAISED OR
RECESSED LETTERS AT A MINIMUM OF 1" IN HEIGHT IN ADDITION, A SYMBOL OF A
FISH SHALL ALSO BE CAST WITH THE LETTERS.
UTILITY LEGEND
—
EXISTING STORM SEWER
EXISTING UNDERGROUND ELECTRIC
E
— — — — — WTR
EXISTING WATER
PROPOSED WATER LINE
W
G
GAS LINE
(BY UTILITY COMPANY)
EXISTING SANITARY MAIN
PROPOSED SANITARY LATERAL
—
PROPOSED PVC ROOFDRAIN
EXISTING FIRE HYDRANT
PROPOSED WATER VALVE
oC.O.
PROPOSED CLEAN -OUT
0
SANITARY MANHOLE
❑
STORM INLET
NATURAL GAS METER
CARMEL UTILITIES NOTES:
1. POSI-CAPS OR EQUIVALENT ARE REQUIRED ON ALL WATER VALVE
INSTALLATIONS.
2. BLUE REFLECTIVE WARNING TAPE MUST BE INSTALLED 18" ABOVE WATER LINES.
TRACER WIRE ALSO REQUIRED TO BE INSTALLED WITH ALL WATER LINES.
CITY OF CARMEL NOTES:
1. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE
RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR
ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT
SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO RESOLVE WITH THE
UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED SHALL BE
RELOCATED TO WITHIN ONE FOOT OF THE PROPOSED RIGHT-OF-WAY LINE.
2. DAMAGE TO EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO
THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE
CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY
PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING
CONDITION OF THE RIGHT-OF-WAY.
3. CONTRACTOR SHALL PROTECT THE EXISTING CITY DUAL DUCT BANK IN
THE RIGHT-OF-WAY. IN THE EVENT OF A CONFLICT WITH THE PROPOSED
IMPROVEMENTS, RELOCATION OF THE DUAL DUCT AND ALL
ASSOCIATED/APPURTENANT/ANCILLIARY ITEMS SHALL BE THE SOLE
RESPONSIBILITY OF THE DEVELOPER SUBJECT TO REVIEW AN APPROVAL BY
THE CITY.
C17ZCLE
DESIGN GROUP
INDIANAPOLIS. IN 1 317.781,6200
CI RC LEDESIG N GROUR.COM
Engineer:
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Developer:
P E a C 0 R
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Project:
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COPYRIGHT & OWNERSHIP OF DOCUMENTS
THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE
PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. ALL
INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION
AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS
PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT,
INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL
INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND
PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND
PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN,
THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR
PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAYBE
DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED,
MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE
SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R.
STUTZMAN AND PEDCOR DESIGN GROUP, LLC. m COPYRIGHT 2015
JAMES R. STUTZMAN, AIA, Carmel, Indiana.
CONSTRUCTION DOCUMENTS
Set Issue Date Sheet Issue Date
06/30/21 01/21/22
Drawn By Checked By
DBH RDM
Last Revision Date:
07/23/21 - ADDENDUM NO. 1
11/19/21 - CITY OF CARMEL ADLS COMMENTS
® 01/21/22 - BUILDING SHIFT - 4.5 FEET SOUTH
D
Sheet Title:
SITE UTILITY
PLAN
Sheet Number:
C501