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PLAN EIGHT
SCALE, 1" = 50'
RIM EL=876.10 RIM EL=875.95
INV IN=871.06 INV IN=872.50
724 INV OUT=871.00 INV OUT=871.08 729
STATION=0+00 727 728 STATION=0+97.69
876.28 RIM EL 876 880 STAT10N=0+18.17 STATION=0+48.17 -RIM-$-87E80877.25
870.98 1NWN -
870.93
870.93 iNV-f -
870.78
875
21' DIA. STORM
731-724 RUN
18• DIA. STORM
725-724 RUN 870
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PROFILE SEVEN
HOR. SCALE, 1" 50'
VER. SCALE, 1" 5'
885
L03
877.42
6- 874.22
880
875
870
865
11+00
EIGHT
HOR.
SCALE,
1"
_ 50'
VER.
SCALE
1"
5'
::1
Q
'=873.0
875
870
865
2+50
1998\980528\20100\CAD\SURVEY\ASBUILTS\70RM\C704.DWG\HUTBOB
STORM SEWER PLAN AND PROFILE NOTES
1. 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.
2. IN ADDInON, EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A
TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER.
3. ALL STRUCTURES SHALL HAVE CASTINGS, JOINTS, UFT RINGS, STEPS AND PIPE CONNECTIONS
WELL GROUTED, TROWELED SMOOTH AND BRUSH FINISHED.
4. ALL STRUCTURES (IE: MANHOLES, INLETS) SHALL HAVE POURED FLOW LINES AND BENCH WALLS.
THE FLOW LINES AND BENCHWALLS SHALL BE TROWELED SMOOTH AND BRUSH FINISHED.
5. FIELD ADJUSTMENTS OF TOP OF CASTING (T.C.) OF STRUCTURES MAY BE REQUIRED TO MEET
FIELD CONDITIONS. ADJUSTMENTS EXCEEDING FIVE TENTHS (0.5) OF A FOOT MUST BE
APPROVED BY THE ENGINEER TO DETERMINE THE INTEGRITY OF THE STRUCTURE.
AT NO COST TO THE OWNER.
6. STORM STRUCTURES WITH INLET CASTINGS SHALL. BE SET TO MAINTAIN A POSITIVE DRAINAGE
FLOW INTO THE STRUCTURE
7. STORM PIPE INVERTS AT OUTLET STRUCTURES (IE: END SECTIONS), AND PIPE LENGTHS MAY
REQUIRE FIELD ADJUSTMENTS TO MEET ACTUAL FIELD CONDITIONS.
8. FULL DEPTH GRANULAR BACKFILL SHALL BE REQUIRED UNDER AND WITHIN (5) FEET OF ALL
PAVED AREAS, INCLUDING CURBS, EDGE OF PAVEMENT, AND SIDEWALKS.
9. SEE SHEET C707 FOR STORM SEWERAGE SPECIFICATIONS.
10. PIPES LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE
AND INCLUDE END SECTIONS.
11. DEBRIS GUARD TO BE INSTALLED ON INLET PIPE STRUCTURES AND OUTFALL POND/STREAM
STRUCTURES.
PROFILE LEGEND
805
EXISTING PROPOSED
- - GROUND - GRADE
805
Lo
EXISTING n PROPOSED
GROUND ^ GRADE
800
800
DATUM 2+00 4 -STATIONING
000 GRANULAR BACKFILL
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CERTIFIED BY:
Ra.n W.
OackW 6f:
BRUCE HAGEN
scala
0 scala 1' •50
Sheet
C704
Date
09-30-99