HomeMy WebLinkAboutS-21020CSEC. 14, TWIN. 23N, R5E W.M.
y-
NOTE:
CONTRACTOR SHALL LOAD TEST SUPPORT
- SYSTEM BY FILLING THE PIPE WITH WATER
CONCRETE WALL FROM SSMH #4 TO SSMH #5 AND MAINTAINING
PIPE FULL FOR 48 HOURS. COORDINATE
THIS TEST WITH CITY INSPECTORS.
GAURD RAIL
29 +50 �_ TIMBER RETAINING
WALL
30
�_SUPPORT AT BENT" -00
2 (TYPICAL) SEE METAL
FOR SIMULAR TYPE I PIPE HANGER \
5A C- 5 C -46 �. _ SEE DETAIL /BENT.
50 EDGE OF PAVEAIE ' / FOR SIMULAR E v `
C -45 C -4
SSMH #4
O 0 3� .
n z 407
_
4�f
J 0 N� azz � EDGE OF PAVEMENT 7
M gs4
ry
Q
_ 0
g- a a 2 a +w oa °ozz° �? x-ai 00
JERSEY BARRIER WALL ° t- w m" o f al w�QCF_Ism m �o� �o SUPPORT #1 GUARDRAIL
QN QZ ;=_j
o N N Q N Q •^- �twl160
am-
0
TR. FLEX, CLASS 50 DUCTILE IRON
PIPE. SSW f4 TO SSMH ;5
'#5
PULL ALL JOINTS TIGHT DURING Q SSMH I
INSTALLATION. co
PIPE LENGTHS PROVIDED ARE FROM
THE CENTER OF STRUCTURES OR FffiINGS.
`sex PLAN VIEW SANITARY SEWER
��n Z SCALE 1 " =10'
r- JERSEY BARRIER WALL
co
h'
N '
OD
INSULATE PIPE TO MANHOLE C N
Z
I o �- TOP PIPE ELEV_ = 25.89
m w - TIMBER RETAINING
ro 3 Q WALL BEYOND
N G� TYPE I PIPE HANGER Z m M L R 1
TOP PIPE ELEV. = 23.49 - TOP PIPE ELEV. = 26.20 = 0
Ol
N c�i TYP. U.N. SEE DETAIL
SEE SHEEP C -28 1 O BRACE LOCATIONL C -31 C -32 & -TOP PIPE ELEV. = 26.14 w z SEE SHEET C -28
FOR CONTINUATION T EXTEND INSULATION 3' BELOW GRADE v
- / FOR CONTINUATION
In i TOP PIPE ELEV. = 21.92Q
30 - -- �- _ ._. _ . - .. -- - -- - - -- - - - - --
I.E. 25.78 26.96 ow ni�roe� ?WALL 1,02
20- _ -- -- -- - - -- W.
_ i I PIPE SUPPORT AT
THIS RLOCATION, {TYP.) LF i 2 D.1.
�STA,29+87.54, 29.05 ITT. _
PIPE S = 0.40q I I I I SEE DETAIL C- -32
BLOCKING SIZED FOR rI 36 LF 12" D.L` I LLl C -31 C -32
A 45' VERICAL BEND. I Ll I PIPE S =- 3-.89 3.28 % k I I I I
10 L
L J - --
-- - - --- u-- - - - - -- -
97,5 LF 12" D.I. EXISTING GRADE ,_/*✓�
PIPE S = 7.59% II SUPPORT FOOTING PU
1I II SEE TYP. DETAIL 3 ti
I I BLACK RIVER C -31 c -32 11�P�tl s /I�as� l
0 -- - - - - -- -------- - - - - -- _ I - - -- - - - - --
- - - -- --
DRIVEN STEEL PILE 10" DIAMETER C I T Y O F R E N T 0 N
1/2" WALL THICKNESS, ASTM A252 GRADE B D E P A R T M E N T O F P U B L I C W 0 R K S
(SPIRAL WOUND NOT ACCEPTABLE). BLACK RIVER WASTE REDUCTION CENTER
DRIVE TO ELEV. -30 OR PRACTICAL REFUSAL. CALLR4C8 HOURS RABANCO REGIONAL LANDFILL COMPANY
PROFILE VIEW EAST SIDE BEFORE YOU ®I® DESIGNED R.E.PLh1MER DATE OCT., 1992 FILE N0.
1 .8 ® ®�4L 4�P VV VP DRAWN AG.EGHEDARI
SCALE AS SHOWN 1 " =10' CED R.O.--AND map
APPROVED 21 -90 -032