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STORM SEWER PLAN
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GENERAL NOTES
It FOR STRUCTURE LOCATIONS SEE
DEVELOPMENT PLAN.
2. ALL STATIONING IS SHOWN BEGINNING AT
PROPOSED DOWNSTREAM STRUCTURE.
3. IT SHALL BE THE CONTRACTORS
RESPONSIBILITY TO FIELD VERIFY ALL
UTILITY LOCATIONS PRIOR TO ANY
CONSTRUCTION ACTIVITY.
4. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION
(OSHA) STANDARDS FOR EXCAVATIONS: FINAL RULE
29 CFR PART 1926, SUBPART "P' APPLIES TO
ALL EXCAVATIONS EXCEEDING FIVE (5) FEET
IN DEPTH.
5. IN ADDITION, EXCAVATION EXCEEDING TWENTY (20)
FEET IN DEPTH SHALL REQUIRE THE DESIGN OF
A TRENCH SAFETY SYSTEM BY A REGISTERED
PROFESSIONAL ENGINEER.
6. GRANULAR BACKFILL ALL PIPE LOCATED
UNDER AND WITHIN 5' OF PAVED
SURFACES. SEE DETAIL SHEET FOR
PIPE BEDDING DETAIL.
7. CONTRACTOR SHALL PRESERVE TREES
WHERE POSSIBLE.
8. ALL PROPOSED GRADES SHALL MATCH
EXISTING GRADES AT PROPERTY LINE.
9. WYE & LATERAL STATIONING IS SHOWN
FROM DOWNSTREAM MANHOLE.
LEGEND
= GRANULAR BACKFILL
Q = CONCRETE END SECTION
=STORM SEWER LINE
— — — — = SANITARY SEWER LINE
O = MANHOLE /INLET
=CURB INLET
T.C. =TOP OF CASTING
INV.= INVERT
STR. = STRUCTURE
MH.= MANHOLE
RCP = REINFORCED CONCRETE PIPE
SSP= SANITARY SEWER PIPE
WYE & LAT.= SANITARY LATERAL
REFER TO DEVELOPMENT PLANS FOR ACTUALI
PAD SIZES AND LOCATIONS. DO NOT USE
THIS PLAN FOR PADS.
ALL WORK ON THIS SHEET IS PART OF SECTION TWO
a
"DON'T DIG BLIND"
Coll Monday through Friday -7 AM to 6 PM
1 -800 1 -800
382 -5544 428 -5200
Within Indiana Outside Indiana
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.
..P0STE9 j: F
No.
0 . 8827 _ rr
STATE OF .' � •�
is �ONIAL 1EN
ALLAN H. WEIHE -REG P, E. -IN #8827
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