HomeMy WebLinkAboutzS-1934Set%N
t GENERAL NOTES
{ ALL WOBY. ttATERIALS SHALt, BE IN ACCORDANCE WITH THE STANDARDS 'AND
l SPECIFICATIONS OF CITY OF RENTON AND APPLICABLE PORTION OF THE
LATEST EDITION OF APWA STANDARDS AND SPECIFICATIONS.
i
MINIMUM SLOPE FOR SIDE ai lWE- IS 2.OZ
lI ii �t
LOCATIONS EXISTING R O?M ^
SHALBET A TRUE AND F ' "L SHOWN
/r ;A �, ,�'� % � r r, �•'C'Q3' CORRECT LOCATIONS SO AS TO AVOID DAMAGE OR DI£TURHSNCE.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL
\ ! lr ` / ��A� i'� , NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION.
\�` \ \\ /' j / J J / y� t I i SCA` .C. �% ALL WORK SHALL BE ACCO!SPLIShED IN ACCORDANCE WITH WASHINGTON
/ ✓/ / 1 Fo f , INDUSTRIAL SAFETY AND HEAT T:: ACT (WISHA).
44 INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY.
IT SHALL BE THE COiikACTOR'S RESPONSIBILITY TO NOTIFY THE CITY IN
ADVANCE OF BACRFIL1.it;G ALL CONSTRUCTION. BACKFILL FOR STREET
CROSSINGS SHALL BE 5/8" MINUS C .OSHED ROCK.
ry PEA GRAVEL BEOPING ^fQUIREO B' OVER 6 LW ER PIPE
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t'q a re �" e `-�-.. 1. % 1 � � i r 21 � fyEt/6 ► � ' �'• ��' � i"
iLi
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0,1 Sr 046
y
/ MH+2
ell
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OTC \ gyp?
R EXTENSION OF SAM. SEWER
SHEET C-A
/ EX, GRAVEL ROAD
SS MH + 2 %6
RIM EL. =74.8+
�8
/5' SS EASEMENT /TYP./ —�
SSMH +3
RIM Et. 74.3±
I.E.: 68.74
as �
48" TYPE 2 CF
RIM : 64.1±
I.E. = S9.08
CO
°
F
\
/
c \ Fkz1i
\\1\491 CFA
2/" TRASH RACK x
LE =63.9' l l
SSMH+4 I
RIM EL. =74.64 \ I SS MH + S \
/.E. = 69.33 I R/M EL. =79.
ACC T 63 \
Del NO. I / /.E. = 69.71
I 1 EX. GRAVEL DRWY
T I
08 T " ►, ► r
40
\
0A.
0
/ Ex. c. DRwr �
�/ BS
/
BB
0
SCALE: !° s 20'
,I6
\
\ 1�
12" or STUB
SSMH +6
RIM EL. =M$t
I.E. = 70.44