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z,a
:ra �s-
N1;W MH-2 TYPE 2
72" 0 wlr -koP T•EEi\
SOLID LOCKING LID
MAMKE0 "DRAIN"
1 I,E.N. 185.39 �®
t, E'e. 19o, 5U
17 LF 12" 6N1P ~ 0)�
rmis -r. MH 3`TYPF Z-
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'> 9 ie' J � IN I'LPeGE 5 ny4 " e ; XIST FIP. i1YDRANT q G.O. CLEANOUT, SEE DETAIL. SH. C -5
R >..19'}:I °� ` 1.�.N.E, fa .0 l�
Yv o" u< .fi L \ TYPICAL OF (t0{
1'>e,W. 190.x}9, I;E.�,
I FLUG EX -15'17. '. 12 g
i3
4%
17
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0
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�y GONrI
a'� 1�LDG
NT-5W GB- Co TYPt: t W/fRAME UP�Ai'E
RIM 1 °i9. 9"
IMPROVEMENTS AT
.,
3 LF `., Gil ..
=MIN. ?% 0
n/. �. i
I.0 -, 154.00
DS I:B,''tr33:..
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ee
TALBOT
�66.�
NEW MH -4 2 6 ;'
W /S01_10 LOCKING ">
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EXIST 8" SD. A15ANDON R MkINING
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TIFFANY PARK
.2
182,'50
182.30
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PROPOSED CLASSROQ
Pipe
NEW
:, �,
F?,O_XERY TO NEW G8
Number
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Invert
\ BLDG r-r- tgq.o9
(►�
$ z ` r3o o-,
' NFW ROCtLER`(
8
MIN 193.16
193.1
3 LF !o PVL /l
to
:.
192.77
10
MIN 192.83
r - s =MIN 2b /Q
11
NFW GONG, WALK
192.44
o ...
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A9AN'DON I2 S
z
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A.. 20 2
LEGEND:
185.00
Y`
14
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R >..19'}:I °� ` 1.�.N.E, fa .0 l�
Yv o" u< .fi L \ TYPICAL OF (t0{
1'>e,W. 190.x}9, I;E.�,
I FLUG EX -15'17. '. 12 g
i3
4%
17
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J L
4 n 4 r7 n n A! A i A n A,
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RIM I
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('.O.3 1
198,92 1
196.84
.,
41�
"TYPE
NEW MH -4 2 6 ;'
W /S01_10 LOCKING ">
LID: MARKED "DRAIN"
R i M 1877, 83
182,'50
182.30
I. E.st, 184..4'7
FIS -2. P l
PKEVI USL \ 'RA I ED)
KIM t89'14
T•�LIJG EX I5'ti° r
Pipe
Ups am
DownsPeam
Number
Invert
Invert
7
194.01
`i,3.10
8
MIN 193.16
193.1
9
193.10
192.77
10
MIN 192.83
192.77
11
192.77
192.44
12
190.84
190.58
13
185.34
185.00
Y`
14
191.13
190.84
15
MIN 191.19
191.13
00��
16
191.42
191.13
17
191.82
191.42
�q
18
MIN 992.08
191.82
19
192.03
191.82
<
20
MIN 192.29
192.03.
21
192.43
192.03
22
192.72
192.43
23
MIN 192.78
192.72
24
193.18
19272
25
MIN 193.24
193.18
26
193.35
193.18
27
MIN 193.41
193.35
28
'19&68
193.35
29
193.80
193.68
^
2
J L
4 n 4 r7 n n A! A i A n A,
CLEAN OUT R
RIM I
INVERT
('.O.3 1
198,92 1
196.84
J L
I r A I r
A A A r% n A
u` REMOVE 5 5&,L VAGE. t
r: _ItEw MH - -i ZY.
-'` ABAN•a2 rt Pt= r_ CITY OF FE�NTON PROJECT NUMBER
f� z 48(',.W Wl 01_10 LOGKIN` Q,i s T''L'_' SD�1 ,' ST,f( ARDS o DS DOWNSPOUT SEE DETAIL. SH. C -5
LID M,ARtCED`� DtzAIN F PLACE `'' TYPICAL o� tt21 90030
"�
fo "vV FILL W. O CATCH BASIN
. i Am i. N :ta M!- 5 lYtE
MANHOLE 1, E. N. 19 4
STAMPS
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LIO MARKED. i N
4
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ti Q-
:: LONTIZALT0IR TD t=1EL r G
V£R ►FY l.E, s OF' ''EXI ST, .; W a
IPE ADW
P S �` ST. LoGA'1'"10N
AS REQ O 'TO PICK OF w
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o
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c ,
n ,• r
s
sysiO N
201 42
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w € l;„ 200.07 V
21 F \ DO WNSPoU E
r s>= z)ErAIL_,
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.,
r� SCALE:. � --�' -�
``�, `�, � . ;. .,.� ,tom ; r:' �� � CHK _AhA 5 3 2a 91
W MP- �A..,7 2
_. _I .YPE REVISION NO.1 5 -2 -91
-:.. 4.8 l� W/A/ 1DUD ! N& LIP
REVISION N0.2 5-17-91
kk"
x tQ2 '~. �.,�. .�ZIM
I - ;
6_7; ,1.84.
® SILLl,GtZ�lUT Ii 1843 -'
! / F T UP
EXIST. GPI- STORM s._
INV t,...z CONTENTS
NEW.. GS ®4 "f`(PE I � ,_.. .,, <
�' TALBOT HILL
N 1 M 18 g; jg % \ p 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT,
c SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS.
J/
STORM DRAINAGE &
9. ACOPYOFTHESEAPPROVEDPLANSMUSTBEONTHEJi '•3SITEWHENEVER
j' CONSTRUCTION IS IN PROGRESS.
1 SANITARY `SEWER
, ,
1 f 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT Y`
DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED_:1�"''..
AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED
,�? ! PROFESSIONAL SURVEYOR.: RE DW
11. BACKFILL SHALL : BE PLACED EQUALLY ON BOTH SIDES OF THE .PIPE IN FORAPMVAL
' LAYERS WITH ALOOSEAVERACE DEPTH OF 6INCHES. MAXIMUM DEPTH OF _
i �W 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF
i.�rt S- ®��(j/
�' ' - (.;p' 94, DENSITY. THESE.. COMPACTED LAYERS MUST EXTEND FOR ONE - %'>' 7'!
SANITARY SEWER NOTES & SPECIFICA'f10NS ±•c; ;1?'i ? �,:,. sl PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE
TRENCH. MATERIALS TO .COMPLETE THE FILL OVER PIPE SHALL BE THE
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS SAME AS DESCRIBED.
AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND L
THE LATEST 'EDITION OF THE WSDOT /APWA STANDARDS AND 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING RE IE®
SPECIFICATIONS. TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND
MECHANICALLY. COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE
2 THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO NEATUNE CUT NTH SAW 'NA CONTINUOUS LINE. ATEMPORARY MIX PATCH
8:30 A.M. TO 3:30 P.M. ON WEEKDAYS, UNLESS OTHERWISE APPROVED IN MUST BE PLACED IMMEDdATEL^,' AFTER BACKFILLAND COMPACTION. A
WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235 -2520. ALL STREET PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL i •!
CLOSURES PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT BE PER CITY OF RENTON CURRENT STANDARDS. 414s T_r ir,4 R (,/;r/, IT.Y:.
OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT,. FIRE `
DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. Q 13, DATUM SHALL BE CITY OF RENTON. U.S.C. AND G.S.
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE
SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE
PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC. WORKS PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF -
ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD CONSTRUCTION.'
SPECIFICATIONS.
15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED
S 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT
`'••""'-""^`-- -•---•-^ ^----- •- m ............. SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND
"GORF SCT "LOCATION S"S TO AV=ZAMAGE QUISTURBANCE p BRIDGE CONSTRUCTION. THI SHALL INCLUDE NECESSARY LEVELING OF
- -. THE TRENCH BOTTQM OR , TOP OF THE FOUNDATON MATERIAL AS
5. A PRECONSTRUCTION CONFERENCE SAND A 24 HOUR NOTICE SHALL BE 87'57'47, 17 - � W ""' �.WEUASP C A FACTION OF REQUIRED BEDDING MATERIAL `
REQUIRED PRIOR TO STARTING NEW .CONSTRUCTION. IT SHALL BE THE TO UNIFORM GRADE SO THAT TH'L8F°°THE -PIPE WU- aE4.„,w „a„
CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS SUPPORTED ON A UNIFOR L ENSE:UNYIELDING BASE. PIPE BEDDING SHEET
PRIORTO STARTING CONSTRUCTION.. (INSPEC nON WILL BE ACCOMPLISHED SHALL BE PEA GRAVEL 5:ASO AND BELOW THE PIPE
BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 16. SANITARY SEWER PIPE SHALL BE POLYVIN L CHLORIDE (PVC) RUBBER
HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50:'
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND 17. IN UNIMPROVED: AREAS, MANHOLE TO EXTEND,MINIMUM 6 CINCHES AND
SEQUENCES OF CONSTRUCTION AND FOR -THE SAFETY OF WORKERS AND MAXIMUM 18 INCHES ABOVE FINISHED ":GRADE. IN PAVED AREA. COVER
OTHERS ON THE CONSTRUCTION SITE. MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET :18. THE PIPE SHALL BE INSPECTED WITH A TV CAMERA; IN THE PRESENCE OF �o
USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. THE CITY OF RENTON INSPECTOR, PRIOR TO FINAL "APPROVAL:
J L J L J L J