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UTILITY NOTES
1. IT SHALL BE THE RESPONSIBILITV OF EACH CONTRACTOR TO 5. STERILIZATION OF WATER MAIN SHALL BE IN ACCORDANCE
VERIFV ALL EXISTING UTILITIES AND CONDITIONS WITH STATE BOARD OF HEALTH REQUIREMENTS.
PERTAINMG TO THEIR PHASE OF WORK. IT SHALL ALSO BE THE (APPLIES TO COMMERCIAL ONLV)
CONTRACTOR'S RESPONSIBILITV TO CONTACT THE OWNERS OF
THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR 6. CONTRACTOR RESPONSIBLE TO INSTALL ALL UNOERGROUND
EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR CONDUIT PER UTIITV COMPANV'S SPEQFICATIONS.
SHALL NOTIFV IN WRITING THE OWNER OR THE ENGINEER OF
ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE ]. CONTRACTOR RESPONSIBLE FOR RESTORATION TO ALL AREAS
PLANS OR IN THE FIELO BEFORE WORK IS STARTED OR AFFECTED DURING CONSTRUCTION. REFER TO THE
RESIIMED. CITV OF IN�IANAPOLIS DPW - STAN�ARDS FOR RESTORATION
REQ'S.
2 STANDAR� SPEqFICATIONS FOR THE LOCAL GOVERNING
AGENCY SHALL APPLV FOR ALL SANITARV SEWERS, STORM 8. CONTRACTOR TO LOCATE ALL EXISTING IITLITIES AT ANV
SEWERS, AND WATER MAINS. PROPOSE� CROSSING AN� PROVI�E EXISTING TOP OF PIPE
ELEVATIONS WITHIN 10 DAVS OF NOTICE TO PROCEED.
3. ANV PART OF THE SANITARV OR STORM SEWER TRENCHES PROVIDE CONCRETE CRA�LE AS REQUIRED FOR ANY VERTICAL
RUNNING UNDER PAVED AREAS TO BE BACKFlLLED WITH SEPARATION LESS THAN 181NCHE5.
GRANULAR MATERIAL
4. ALL WATER SERVICE I FlRE LMES ARE REQUIRED TO HAVE A 60"
MINIMUM COVER OVER TOP OF PIPE ALL WATERISANITARV LME
CROSSINGS M115T MAMTAIN 18" VERTICAL SEPARATION BETWEEN
OUTSIDE OF PIPES PER INDIANA STATE DEPARTMENT OF HEALTH.
9896 N M I C H I GAN ROAD
CARM E L, I N D IANA 46032
4.
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26 LF OF 6" PVC
@ 0.5 % MIN.
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8" TD
INV=890 D± (6" PVC)
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� CONTRACTORTOADJUSTCLEANOUT&—
OILNJATER SEPARATOR CASTING TO
FINISH GRADE OF CONC SLAB
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SANITARV ALTERNATE #1 99�
CONTRACTOR TO INSTALL NEW CLEANOUT
ON EXISTING SEWER LATERAL
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— ;/ 0.EANOUT, 8 INSTALL NEW QEANOUT ON �-���...
EXISTING SEWER LATERAL
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EXISTING STORM
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LEGEND:
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APPROXIMATE LIMITS OF PAVEMENT MILLING,
ASPHALT WEDGING/LEVELING, AND NEW SURFACE
COURSE AS NEEDED TO TRANSITION INTO
EXISTING PAVEMENT - 5% MAX SLOPE
PROPOSED 8-INCH CONCRETE PAVEMENT
PLAN NOTES:
T8 PROPOSED 8-INCH ABT POLYDRAIN 7FiENCH DRAIN
NORTH
10 0 20 20
( IN FEET )
1 inch = 20ft.
DEVELOPMENT SUMMARY
TOTAL SITE AREA = 7.53 AC+/-
ZONING = I-1 & MICHIGAN RD OVERLAY
BLDG. ADDITION = 4,465 S.F.
DISTURBED AREA = 8,030± S.F. = 0.18 Ac±
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onrE: 10/05/2012
DWN BY: BSC
CHKD. BY: BSC
SCALE: 1" = 20'
DATE: 10 05 12
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PROJECT NUMBER
DPI.001
DRAWING NUMBER
C2.�
SHEET 2 OF 2