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C501
Dale ---- -- - - ----
07-16-01
Project Number
960324 -20600
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PLAN 556 - 573
SCALE- V - 50'
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905
8" SANITARY INE
1 0 LF 8" PIPE 0
108 LF IPE 0
173 F 8" PIPE 0 0.40X
900 CONNECT TO EXISTING 12' NITARY
262 LF 8" IPE 0 0.40%
10" SANITARY PIPE
170 LF 8- PIPE 0 0.40%
251 LF 8' PI 0 0.40%
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400 LF 8" :PE 0 0.40%
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895
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885
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- - - - - - -- -- - -- - - - - --
--1 - - - - - - - - - -- -
INVERT IN 896.92
- - -- - -- -- -- - - -- - - _
898.62
899.40 - - -
900.50
-
901.65
- l-
902.44
902.97
INVERT OUT 896.92
STATION 0 +00
898.52
4 +00.00
899.30
5 +70.09
900.40
8 +20.78
901.55
10 +82.32
902.34
12 +54.91 '
902.87
13 +62 -63
SURFACE 909.60
909.00
909.00
912.80
915.15
913.95
913.00
0 +00 0 +50 1 +00 1 +50
2 +00 2 +50 3 +00 3 +50 4 +00 4 +50
5 +00
5 +50 6 +00 6 +50 7 +00 7 +50
8 +00 8 +50 9 +00
9 +50 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13J0 13 +50 14 +00 1
PROFILE 556 - 573
HOR. SCALE- 1" -501
VER. SCALE, 1" - 5'
SANTARY SEWER PLAN AND PROFLE NOTES-
1. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS;
7. CONTRACTOR SHALL VERIFY LOCATION do INVERT ELEVATIONS OF EXISTING SANITARY SEWER
(�Y PLAN LEGEND
PROFLE LEND
FINAL RULE 29 CFR PART 1926, SUBPART 'P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE
PRIOR TO START OF CONSTRUCTION.
(5) FEET IN DEPTH,
t�IOPG�
"
EXISTING
8. ALL SANITARY MANHOLE CASTINGS SHALL BE: NEENAH R -1642 OR EQUAL WITH
PROPOSED
GROUND
2. IN ADDITION, EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A
CONCEALED PICK HOLES.
SANITARY
SEWER
GRADE
TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER.
FULL FIVE
SANITARY CLEANOUT
Co
9. DEPTH GRANULAR BACKFILL SHALL BE REQUIRED UNDER AND WITHIN (5) FEET OF
805
- -- -- - - - - -- -- -- - -- 805
3. ALL STRUCTURES SHALL HAVE CASTINGS. JOINTS, LIFT RINGS, STEPS AND PIPE CONNECTIONS
WELL GROUTED, TROWELED SMOOTH AND BRUSH FINISHED.
ALL PAVED AREAS, INCLUDE CURBS, EDGE OF PAVEMENT, AND SIDEWALKS.
SANITARY LATERAL
SANITARY
MANHOLE
10.EASEMENTS ARE SHOWN FOR REFERENCE ONLY AND DO NOT NECESSARILY DEPICT ACTUAL
SANITARY LINE
S "s S 8 "s
4. ALL STRUCTURES (IE: MANHOLES. INLETS) SHALL HAVE POURED FLOW LINES AND BENCH
RECORDED INFORMATION. SEE RECORDED PLAT FOR EXACT INFORMATION.
HOLEY MOLEY•
DON'T s`z.
CAUTION
WALLS. THE FLOW LINES AND BENCHWALLS SHALL BE TROWELED SMOOTH AND BRUSH
FINISHED. SEE SHEET C507 FOR DETAILS.
11.SEE SECTION 02730 FOR SANITARY SEWERAGE SPECIFICATIONS A IN THE PROJECT MANUAL OR B) ON SHEET C507.
)
SANITARY STRUCTURE NUMBER
SANITARY CASTING ELEVATION
501
C 15.50
DIG
BLIND
LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE
GROUND EVIDENCE (including, but not limited to,
5. FIELD ADJUSTMENTS OF TOP OF CASTING (T.C.) OF STRUCTURES MAY BE REQUIRED TO MEET
12.PIPES LENGTHS ARE MEASURED TO THE NEAREST FOOT FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE.
EASEMENT LINE
_
_ 800 ---
- - - - -- -- - - - - - -- $OO
manholes, inlets, volves, and marks made upon
the AND ARE IN
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.
13.SANITARY SEWER LATERALS ARE 10 BE STUBBED TO THE BUILDING SETBACK LINE OF EACH LOT OR
AS INDICATED ON THE PLAN. EACH LATERAL END SHALL BE PROPERLY CAPPED AND MARKED IN THE FIELD.
SANITARY SEWER EASEMENT
SANITARY SEWER, DRAINAGE
S.S.E.
$S•,II& llt
DATUM
2+004-- STATIONING ground by others) SPECULATIVE
NATURE. THERE MAY ALSO BE OTHER EXISTING
<; :> UNDERGROUND UTILITIES FOR WHICH THERE IS NO
o� e GRANULAR BACKFILL ABOVE GROUND EVIDENCE FOR WHICH NO ABOVE
SEE DETAIL ON SHEET C507.
do UTILITY EASEMENT
`'o° SEE NOTE 9 1-800-382 -5544
OR
GROUND EVIDENCE WAS OBSERVED. THE EXACT
6. THE CONTRACTOR WILL BE REQUIRED TO PROVIDE AS -BUILT DRAWINGS TO THE ACCEPTING
CALL TOLL FREE
LOCATIONS OF SAID EXISTING UNDERGROUND
AGENCY TO CERTIFY THE ELEVATION AND SLOPE OF SANITARY SEWERS. SEWERS INSTALLED AT
14.ALL SANITARY SEWER PIPE GREATER THAN 20' DEEP SHALL BE S.D.R.26. ALL OTHER PIPE TO BE S.D.R.35.
1- 800-428-5200 UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR
A GRADE LESS THAN REQUIRED BY THE AGENCY WILL NOT BE ACCEPTED. THE CONTRACTOR
FOR CALLS OUTSIDE OF INDIANA
PRIOR TO ANY AND ALL CONSTRUCTION.
SHALL PROVIDE FOR PERIODIC AS -BUILT CHECKS ON THE SEWER DURING CONSTRUCTION TO
ASSURE THAT DESIGN GRADE IS BEING MAINTAINED.
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CERTIFIED BY:
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No. �=
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60900358
_ 3 t\ STATE OF i
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11/11/1111111101\\
Drolm By
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Checked By.
AS
Ouolity Assurance:
Sc*: -
0 Sooty: 1' • 50'
sheet
C501
Dale ---- -- - - ----
07-16-01
Project Number
960324 -20600