HomeMy WebLinkAbout41F Ii TURE
RE FAIL SPA("E
�RI� WAR F� 1hAMD. F'ROr l�. N�5
1. OCCUPATIONAL >AfI T7 'ANO HEALTH ADMINISTRAT0V (OSHA) STANDARDS FOR EXCAVATION:,
fIN4L tt'Ul6 29 C'R PAPT 1926, SUBPART 'P'AP! IES TO ALL EYCAVATIONS EXCFfDiNC FIVE (?)
fET iN OFPTH
2 IN ADDITION, EACAVAT'ONS EXCEEDING TWENTY (2 6) FEET IN DEPTH REG'Ulk'f T41- DESIGN OF A
TRENCH SAFETY SYSTEM 8 Y A REGISTf.RED PROFESSIONAL ENGINEER_
3 AL( STRUC'T(IRE-' ShALL HAVE CASTING'S, JOINTS, LTFT RINGS, STEPS AND P,[ -)E- CONNECTION`
WE7 ( LROUTED, TROWELED SMCOTH AND BRUSH FINISHED.
4 AL ( MANHOL ES SHAL I HA VE POURED FLOW L INES AND BENCH WAL LS.
THE FL 0WLINE _t ANL HENCH WALLS SHALL BE TROWELED SMOOTH ANL BRUSH FIN1SHfD.
C
- r I T
S STRUCTURES R. MA B R t U REG TO MEET
I F ' .A � rV T5 F T,'N : T i" OF 5 JC U FS E E )
_ IELU D,iU_ Mf 0 TOP OF CAS C
F/EiD "JNGITONS. ADdJSTMENTS ExCEEDIN�r F.
VE TfNThS (0S/ OF OOT MUST BE AP
RCVFU
BY iHE- ENGINEER TO ()f .'ERMINE THE INTEGRITY OF THE STRUCTURE AT NO COSI TO THE
OW,IN'F_ R.
6, STORM STRUr'IUr?ES WITH INLET CASTINGS SHALL BE SET IO MAINTAIN A POSITIVE DRAINAGE
FLL)W INTO THE SFRO CTURE. -
7 STORM PIPE INVj-RTS A' OUTLE T STRUCTURES (!E END SECTI(N5), .AND PIPE LENGTHS MAY
RFOUIPF F7ELU ASO✓tISTMENTS TO MEErACTUAL FIELD CONDITIONS.-- - -
6. FULL DEPIH GRANULAR BACKFILL SHALL BE REQUIRED UNDER AND WI IH'N FIVF. (5) FEET OF ALL
PAVED AREAS, INCLUDING CURBS, EDC£ OFFAVFMENT AND SIDEWALKS SEF DETAILS SHEET
0604.
9 Si E SECTION 02720 FOR STORM SEWERAGE SPECIFICATIONS. - -
1G PIPE 5 LENGTHS ARE AItASUREO FROM CENTER OF STROCTURE TO CENTER OF 5TRUCTUR£ AND
INCLUDE ENO SECTIONS.
11 U ill i T Y CONTRACTOR _` 1ALL PROVIDE 2'x 2'x 8' THICA CONCRETE APRON A T ALL t;LFANOUTS
Ob TSIDF OF BUILDING
I�, ALL STOPM Sf Wf,R PIPES SHALL BE PEINFORCED CONCRETE PIPES IN ACCORDANCE TO ASTM -C-76
( 4 SS Ill.
'I" Ail „'RA NAGE > IRUCTURES AND STORM SEWER PIPES SHALL MEET rIEAVY DUTY TRAFFIC
LOADING AND BE INSTALLED ACCORD'NGL Y.
RETENTION
POND 1
Px\11
\ ti\
Stm. Str. 34-
Inv. D. 81 46
\\ aN
\ O
Stm. -tr. 35
Inv. El., 811-46
46
JD
r�
(-j
2 x 190 Ift. 3010 RCP 0.20%
Stm. Str.#36
In V. !. 813.08
Stm.11'S�tr. 37
In v, EU. 813. 08
I
1
J
S m. Str. 121 i
Inv. El. u 810.93
u
60' UTI! I TY & LANDSCAPE Stm. Str. 20
EASEMENT Rim E1.=820.20
312 Ift 4810 RCP 0 0.30%
Stm. Str. 38-N,\
Inv. El. 810.00
(TO POND)
ci
I c?
o Stm. Str.#18
f ,
Cb I
r
{
, � I
F1 j
Cs =Stm Str, #25 /
\ L0
y Sim, Str,#24
st
.0
370RE Stm. Str. #30
66 L. Ft. 12 was RCP
0. FT. a Class -fu 0 0.10%
Stm. Str 441
Grote Inlet
Cleanout Inv. Ont=817.75 G
Co00
Xi I ib t
r
L I j
_ nv. _
Stm, Str\#23 i - _ ,�-4 0
_ Stm. Str, #40
, J
ti.
Rim Elev. 823.50
Inv. Out=818.49
Inv. ln=819.74
In Y, 1n=819.50
ry
L �,� �► y
7 i
ca Cleanout
® { i �" Inv. El. 819.91 Stm, Str.#29
00
Cleanout 61ft 15wf Y. o
M i j Inv. E! 819.20
b
_ Ifc ion Pi ani
:
-j
wn�ou ,
�I
4�—St r. 4 Stat. Str.#2
In'. El. 81 .1 Cr.
•-'_ ._
_ fl
170 Ift.
!ft ¢2"0O • y SEtil t N r i ! o Z1f 1Qp
N
Ift. 3610 183 f36w0 RC
Imes IhI19Y,
- - -
- va II.
1 205 1 0 RCP
, II
I'
Stm. Str.#42 -
j
7
-- ---___
i
5
-
_
Stm Str
_TE,. -
CONTRACT,
yZ8
157 Ift, 15 0,RCP 0 0.50% _
Oo D
• t, [1 '� N Cb �.b Op
- -- Sim, Str. #2 7
I
`Stm. Str. #39 r
In v. El. 815.72 50 0 25 50 100
`10 WA Y) ) 5
i Scale: = 50' Scale: 1"= 5'EA\S\j'D[OJ LO'AIES (Harz.)
(Vert.)
20+00 21+00 22+00 23-x00 24+00 25+00 26+00
REVISIONS
OPRE -b U SET
ISSUE FATE
FC)ST PIC `SET
DATE i DESCRIPTION
W
O
0 0
R
o
,mh
�N
t
k
f �
O
W
v
�
•
;z
c
� v_
O
Q c
Z
Q
W
O
W
v
�
•
;z
c
� v_
O
Q c
Z
Q
0
CL'
-_-I
(D
U
U
uiLai.
C)
3::
Li Cn
L.iJ
�j -C
®
Z0
r -O
07
Q
Q
' 'S.
zLLJ
W
t_
�
Q
`'
U
CL f
z,n
=�f
C-401
CSI PROJ.
00-113