HomeMy WebLinkAboutC 506 Sanitary Sewer Interceptor Detail; I O >Z 1 J 9f6
1 E- ------- �-- I- --- - -- ----- - 1 r l r�i IN1 1 r6
a
r ( 1 PAD- 911.b0 0( ( P},D- 911.50 26LF
1
_ II I
I
r _
r
. . _
— i _... _ _. _ .... 44
_.... .. ..... �/1 -
_- _ _.. ..... ..... __. .J _
- t
I
`!
i� n
l
- _ 111� I
'3-wn ,5a T ! 1 !
o - S..9 , S
CD ''7- --r- S 9 J -yi- -- S..9 ! I x��t �r i
60 - --Y4 --
Cow i
�•0 i 1
I o i ` o !
+ o ;, T `° ° i OE !ii it 1n i 72LF
PA 1.00 ( I � .AD-a1r�50
,
' � Imo, ♦ �� -� ';
t t N ��.10 1
Co
c I I 1L
° o
PLAN 561 - 568 �-
SCALE- 1' - 50'
PROFILE 561 - 568
HOR. SCALE- 1• - 50'
VER. SCALE- 19 - 5'
UTILITY PLAN LEGEND
PROPOSED CONSTRWT10N
SANITARY SEWER
SANITARY CLEANOUT
co
SANITARY LATERAL
SANITARY MANHOLE
SANITARY LINE
8 "S S B "S
SANITARY STRUCTURE NUMBER
501 7
Z
TC 715.50
SANITARY CASTING ELEVATION
EASEMENT LINE
SANITARY SEWER EASEMENT
ME.
SANITARY SEWER, DRAINAGE
S S.,D.& U.E.
dt UTILITY EASEMENT
CC
a-
PROFILE LEGEND
EXISTING PROPOSED
GROUND GRADE
805 r -- -- 805
800 - - - -- - -- 800
DATUM 2 +00 f— STATIONING
'o o GRANULAR BACKFILL
"o° SEE NOTE 9
SANTARY SEWER PLAN AND PROFILE NOTES
I. 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 ADDITION, 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, LIFT 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. SEE SHEET C507 FOR DETAILS.
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. THE CONTRACTOR WILL BE REQUIRED TO PROVIDE AS -BUILT DRAWINGS TO THE ACCEPTING
AGENCY TO CERTIFY THE ELEVATION AND SLOPE OF SANITARY SEWERS. SEWERS INSTALLED AT
A GRADE LESS THAN REQUIRED BY THE AGENCY WILL NOT BE ACCEPTED. THE CONTRACTOR
SHALL PROVIDE FOR PERIODIC AS -BUILT CHECKS ON THE SEWER DURING CONSTRUCTION TO
ASSURE THAT DESIGN GRADE IS BEING MAINTAINED.
7. CONTRACTOR SHALL VERIFY LOCATION dl: INVERT ELEVATIONS OF EXISTING SANITARY SEWER
PRIOR TO START OF CONSTRUCTION.
8. ALL SANITARY MANHOLE CASTINGS SHALL BE: NEENAH R -1642 OR EQUAL WITH
CONCEALED PICK HOLES.
9. FULL DEPTH GRANULAR BACKFILL SHALL BE REQUIRED UNDER AND WITHIN FIVE (5) FEET OF
ALL PAVED AREAS, INCLUDE CURBS, EDGE OF PAVEMENT, AND SIDEWALKS.
10.EASEMENTS ARE SHOWN FOR REFERENCE ONLY AND DO NOT NECESSARILY DEPICT ACTUAL
RECORDED INFORMATION. SEE RECORDED PLAT FOR EXACT INFORMATION.
11.SEE SECTION 02730 FOR SANITARY SEWERAGE SPECIFICATIONS A)IN THE PROJECT MANUAL OR B) ON SHEET C507
12.PIPES LENGTHS ARE MEASURED TO THE NEAREST FOOT FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE.
13.SANITARY SEWER LATERALS ARE TO 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.
SEE DETAIL ON SHEET C507.
14.ALL SANITARY SEINER PIPE GREATER THAN 20' DEEP SHALL BE S.D.R.26. ALL OTHER PIPE TO BE S.D.R.35.
DON'T Ha Y
EY MONE
SEZ:
DIG
BLIND
1 -800- 382 -5544
CALL TOLL FREE
1 -800- 428 -5200
FOR CALLS OUTSIDE OF INDIANA
CAUTION
LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE
GROUND EVIDENCE (including, but not limited to,
manholes, inlets, valves, and marks made upon
the grand by others) AND ARE SPECULATIVE IN
NATURE. THERE MAY ALSO BE OTHER EXISTING
UNDERGROUND UTILITIES FOR WHICH THERE IS NO
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE
GROUND EVIDENCE WAS OBSERVED. THE EXACT
LOCATIONS OF SAID EXISTING UNDERGROUND
UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR
PRIOR TO ANY AND ALL CONSTRUCTION.
e
i
I F,
ZN
Z
Uj lx Fw
W
J Z
V NV
O W
U
tnUV00: JO
w a z z a
Z �
V Z a s 0
Qa`"6o-
= J z
Cr 5 zzQ z z 5 Q N
Q
Co
rn
r\
O
I
N E
oW00 o
O Q r a
x Z L
Qzx@
z — Q a)
Q Li a
w N i
r Q Q0 o
r Z N ::i
o00w
z
0
0
z
0
a
CERTIFIED 1Y: ,
SK
qNn
�J ,ci��tsTFR�o
No. v
do- 60900358 _
STATE OF i
NAL
Draw Br
KMK
Checked 9y:
AS
QwRy Assurance:
Scale:
0
Shsel
C506
Date
OT -16-01
Project Number
960324 -20600
GV
ID
UJI
Z
T
CC
a-
co
Z
_0
C)
OF^'-
1—
c�C�
�.
UJI
�
�
� Q
W
CC
Z
wQ
11J
a
o
Q o
C D
Z
�
—
W
>
Cn
cc
W
m
q
0 J
O
WCO
�z
w
c� Q
Y
}-
W
—
UJI
c
�
V
�
Q
J
CO
G
Q
0
0
z
0
a
CERTIFIED 1Y: ,
SK
qNn
�J ,ci��tsTFR�o
No. v
do- 60900358 _
STATE OF i
NAL
Draw Br
KMK
Checked 9y:
AS
QwRy Assurance:
Scale:
0
Shsel
C506
Date
OT -16-01
Project Number
960324 -20600