HomeMy WebLinkAboutzS-0548SetI
Pipe
Number
Upstream
Invert
Downstream
Invert
1
196.00
195.76
2
195.76
195.35
3
MIN 195.59
195.35
4
195.35
194.55
5
194.55
194.01
6
MIN 194.07
194.01
7
194.01
193.
ill' I, r c .._.
NE QUARTER OF SECTION 30, TOWNSHIP 23 NORTH, RANGE 5 EAST
S. 1 T :�;� T
°_
_ °_
TT � �� _......gun - ........e -..... ....�..e -- - s.....,v .�.... -... �....... e
/ u 476 50
/ 60' i
PAINT LINE€
_
-op 201 All
GRASS -a9G F' CiiY
% ;,/ .L , - t�.�SS A, 3612021
,.
' ;� 1f `� ,_ s '` __ j� 1 4 ♦, ?PLA. t AREA
/ € r
• � i
R"ENTONal
SCHOOL DISTRICT 403
IMPROVEMENTS AT
TALBOT I'LL
TIFFANY PARK
ELEMENTARY SCHOOLS
1a i `S GENERAL NOTES TAL$ -HIL; , r
TOP { /
r F. 1. REPAIR EXISTING PAVEMENT 1
:7 SA. V11l ELEM RY `
s3:z3 1 �% j LANDSCAPING, ETC, AFTER ^ _
INV ';T 3�9 �01 1 3 � � INSTALLATION OF UTILITIES. .30 � eN'
2 DATUM -CITY OF RENT 203:
Y
r, J' ON, USES. `
BENCHMARK USED IS C (SLED 0
arerMcu'ry RAAO
SCALE: BK 11' CW EAST END CW SE Ylviitl(f T 'flruzr PROJECT NUMBER
COR. ENTRANCE TO VICTORIA PK. 90030
rf
1 20' NOT TO SCALE
GONNGGi 745 -� &TALBOT RD. S.
rj_tT c-5-0Y u'
..•'
�'j j` '1.):', 191 CAS' BENCHMARK ELEV. 134,92
,'� %` tit: ' c% 3. RENTON STANDARD CLEARANCES: C. STAMPS
^fit A ~' <- " 14PLE i \ 198,92 W - 10' HORIZ:, o4wrsyw+� Sy°L
Mg_
ATER & SEWER
00; �% t ,I r.t*: 197,6" LEGEND. Gwas �O'�
^t; y( t r, t r k' c 18' VERT.
N' s~ :'l v ; f ;' f \ ., WATER & STORM 7.5' HORIZ., CLEANOUT, SEE DETAIL, SK C- ✓ ., G?
r. t :o
'.. .x ^ ' �tY-• . � ',,.�'" . TYPICAL OF 190i �� � - i
• 12' VERT. ®c o
STORM & SEWER ° 5' HORIZ., tleso
12` VERT: DOWNSPOUT SEE DETAIL,.5H. C-
r r IC ; : • . {\ Jf ; ;' l x' , f i o D5
TYPICAL 112)
r
tA�s f >.
LOF �
` 30, `:'I / ' .t�. ;? i ° STORM DRAINAGE NOTES
'/ y� > :>
• , Y,1,4. /,,fy3 ;.3 f 1 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT
I ` \`t ACTIVITY OCCURS, A PRECONSTRUCTION
; /„
` - << n it ; ; ��`•' ! .,� , � '� MEETING MUST. BE HELD. WITH THE CITY OF
�r
RENTON DEPARTMENT OF PUBLIC WORKS
W
a EK1ST t2
- u , { �:= DESIGN ENGINEER.
_ - ^,mot'
i" YAif: j
r`
n
. : { r• ;' , f . '_ � / % - €r r' ry ,O � a Liz ,', r . •` r: ,� � ' t J`fr iZ�G: � TQR S t IAL/d� TL ` --` `' ' 96 a_ - . ,`•
\ t I
air tJ
2: All construction shall be in accordance with the t ABANDO J ) iZt ( =�, F" GIjL� VE Latest Edition of ' Standard Specifications for Road,
r r> ' F. i 'u,• „•n ✓) Bridge and Municipal Construction' prepared by
'
x: I
�' a 1 . U WSDOT, and the American Public Works Association
F !.
A. t4EW�"t5 WA ,
1 " 1 c� (AW WA), as adpoted by the City of ,Renton
,\ f.. o
,
ASEMENT l ,. /3v." I3' ju <, Department of Public Works.
; >�, �- .� ,, � ,,� .: �; •
The storm drainage stem shalt be constructed
, ;k� "� o . 9ti3.. { - �. � , j 9 SY
xt. :' it
ITti O �� �., „• ,t1 dingto he approved plans which are onfile in
t , actor t
r v n G F REN , ON 1 Q r
z' -. .. 1 Q the Department of Public Works. Any deviation from
N/� 6 _aT17 i�ETAIL - _ �i�
s
,
(/l the approved
= , _ o;� , - , :' 0� , plans will require written approval from
r - 3,a %. . 6' -. $ the City of Renton Department of Public Works,
w'
\ ti 3 f�UND M F_i`ER , Design Engineer or Storm Water Utility.
yYn „, \ SJ.S, j
r ,�. :; //�� _.. `` .:. :- ,: E i`,1D,! AIL
y .. -_ • / .. x , , , , � ., , . / � < %(� < r. H, - (0
4. A co of these approved tans must be on the job'
site whenever construction is in progress.....:..
5. Datum shall be USGS unless otherwise roved
r../ . BM approved by
' 'f c� ,,, }• Z" � :,� , t / City of Renton Department of Public Works.
{lit SQL L SQUARE 1Pd r
N \'' 4 f_.• f Reference benchmark and elevation are noted on
GATE: VALVE Y\ ; ` N � : ONO WA' -K / the plans.
a ?
3 %
F PVG
/ r 1=XIST G- ^s s7 ;� \ _ . 2 6. All sedimentation/erosion facilities must be in
� u
t, (Ss X94.23 `
CAS operation prior to clearing and building construction,'
1 VALVE s and they must be satisfactorily maintained until
/ / ��' ; I -aE: €' A" ° i` BOXES v construction is' m
-t• 1.*�, {SS) 194.39'. \ r
co pleted and the potential for on
• Ie G.o. -2 v f° site erosion has passed.
{SID 89.92 E CCK
r i
2 R�,IGA�TI�QN M� -TER '" 11`>„ So ,�Q.75 L BGMP 7. stale
•� _;: All retention/detention facilities must be installed and
D,--- inoperation .:prior to or in conjunction with all
- ___ - S t; (p , ., '' •. � construction activity unless otherwise approved by
the Department of Public Works, Storm Water Utility.
-
xht EXI fsS` -
\
S, 8. Grass seed may be applied droseedin .The
€t ,.,,:,iz , : .•,:, REL'JGA, f ^W E �_.:;' R.. -. :_ ' =t, �' $3> Y PP bYhY 9
= = t ? ,„ ; . r 7 . i g�5 M1 Px E; .... grass seed mixture, other than C' of Renton
0 7vEVV LV `'P,
% Y
; -AND -PNNE� NE '..` \ t
�V� s
1 . -• approved standard mixes, shall submitted by a
r ">: E CLING. fZAMP Landscape aArchitect':eand aabproved the
Xr..: •x , ,Y,. PP by
NV 1'7T;;•Q2 w ,
Department
\ „ p nt of Public Works, Storm Water Utility.
; qty
:, i; E Ss= GTfof�t TIA .? 1 C I S V• 8 aU
N
T 17E7EAtTlON P•j' - ' AEI' i (ALYNRUX.
9. Ail pipe and appurtenances shall be laid on a
X(S 12
SP SF{'. C -S, x;; SE ®� x LOGA -r ION) property prepared foundation in accordance with'
P e := PriyP P
1�1ATCH LI NE Section 7 -023(1) of the current State of Washington
�S GMP SES CLASS OOM BLDG. Standard Specification for Road and 'bridge
SH. G- Z 6 rV SEE SHEET C -2 Construction. This shall include necessary leveling
CLEAN OUT RIM INVERT NEW MH G V CJ l 99, 09 of the trench bottom or the top of the foundation
NUMBER ELEVATION ELEVATION �' NEW GAS e-ONNSGT NEVJ material as well as placement and compaction of
�3G " 0 VV/SOLID L.OGK I NG Q Nc F
2 CO -1 193.1 195.76 �It� R��O "RAIN" TE.R GAS SERV ICE required bedding material to uniform grade o that
' 41 TO EXIST 1114" the entire length of the pipe will be supported on a
CO -2 198.5 194.55 Ri M 1g 5.85 01 I, E, (SP) 194.37 GAS F?F_ IJJG�T1= uniformly dense unyielding base. All pipe bedding
(�uWED> W /' Ni:W fA W - 7 \{ AS REQUIRED Tb shall be APWA Class 'C', with the exception of PVC
GPI- i TYFE 2, AS" TYPE ;2, 48` I•E• tW� 19(o.0a , e. All trench backfill shall, be compacted to
i � i � ❑ LL1 =PoZ NEW B!_I)G P'P P
RfNi 1°_/x3,50 RIM 15zs• 13 3 LLF co PV(_ minimum 95% for pavement and structural fill and
I•E. 193.18 I.E, lc>5, 14- ® = JMIN, 2,170
(PREVi0U5LN �'EPIAC.EDi
J L J L J L J L J L
I I I
Fs ;STS: Q
i iSH71 vs'onAL£,af'
90% otherwise per ASTM D- 1557 -70. Pea, gravel��� /g
bedding shall be 6' over and under PVC pips. DWG L�F_RG S 2( 9' 91
10. Galvanized steel pipe and aluminized steel pipe for �� IK AMS 3/2.9 FjI
all drainage facilities shall have asphalt treatment #1
or better aside and outside. REV REVISION No. 1 5 -2 -91
11. Structures shalt not be REVISION NO. 2 5.17 -91
permitted within 10 feet of
the spring fine of any storm drainage pipe, or 15 feet
from the top of any channel bank
12. All catch basin grates shall be depressed 0.10 feet
below pavement level
13. Open cut road crossings through existing public
right -of -way will not be. allowed unless specifically
approved by City of Renton Department of Public
Works, Design Engineer. a CONTENTS
14. Rock for erosion protection of roadside ditches, /� pp/%'yy T HILL
where required, shall be of sound quarry rock TALBOT placed to a :depth of 1 toot and must meet the
following specfications :4'- 8 /40%- 70% passing; 04' STORM DRAINAGE &
rock/30 %-40% passing; and T rock/10 % -20% e.A
passing. SANITARY SEWER
15. All building downspouts and footing drains shag be A& - 311.111-T BY
connected to the storm drainage system, unless,
approved by the Department of Public Works,
Design Engineer or Storm Water Utility:, An
accurately dimensioned Certified as built drawing of
this drains a system will be submitted to the C' CHECM F0_ 1 E
9 sY aY of
Renton upon completion.
TWI
16 Issuan
c? of the Building or Construction Permit by -- j
the City of Renton does not relieve:the owner of the Dam
continuing legal obligation and/or liability connected
with storm surface water disposition. Further, the
City of Renton does not accept any obligation for
the proper functioning l and maintenance of the RECOMMENDED
system provided during construction. It APP OVAL
17. The Contractor shalt be responsible for
providing'
adequate safeguard, safety, devices, protective f
equipment fiaggers, and any other needed actions
to protect property ; in connection with the RECOMMENDED
performance of work covered by the com
racL Any !
work within the traveled) right -of -way that may F [ VAL
interrupt norms traffic Row shall, an require approved Elf ( f s
traffic control plan by the Traffic Engineering Division T e' v °' •Jid�!d
of the Department of Public Works- "Ail sections of W.4S7COW7ee vra. 7Y
the WSDOT Standard Specifications 1 -07 -23, Tragic
Control, shall: apply.
18. Special drainage measures 'will be required g the
project location is within the aquifer protection area SHEET
19. The Contractor shall locate and protect all existing
utilities during construction and notify owners of all
affected underground utilities for field locating their
facilities at least 4e- hours prior to construction.
The one -tail number is 1- 800424 -5555. '
C-1
J
a
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-
54 0 Wf SO,C1D LorK G d 1,0, 10
Lxo MARKED' 11 11,
'> 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
A N ON
MATCHLINE
0
INVERT
('.O.3 1
O
�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:..
; 3t j'
1'O 151E PL'kCEp OVETZ
ee
TALBOT
�66.�
NEW MH -4 2 6 ;'
W /S01_10 LOCKING ">
a" SS 1.9: 19
' °t'vc sS,1°J.
/�
%r3 9
�`� i
�:,,:
EXIST 8" SD. A15ANDON R MkINING
aTl �D ->� so��r -, FILL w �,ieou°�
�
'_
TIFFANY PARK
.2
182,'50
182.30
LL 3
.55 SEE MGU
`=�
`t�
NtW G8 -5 ?YPE 2, W /5-RAME_ G1wwm
ELEMENTARY SCHOOLS
FIS -2. P l
PKEVI USL \ 'RA I ED)
DWG' FOR
i;
��... AXIS'("
(o SD RE
.` L_oFTINUA,-n N1)
e
GO NNEGT EXIST G" SO FRO! -1 ;ROOF DRAIN
ti t0
11 '
PROPOSED CLASSROQ
Pipe
NEW
:, �,
F?,O_XERY TO NEW G8
Number
Invert
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 ...
"
A9AN'DON I2 S
z
�,��
-rOP OF IVS;w
- ROCKER`f tVF_L_
STAIRS
A.. 20 2
LEGEND:
185.00
Y`
14
'> 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
A N ON
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
.,
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
?
48 (Z W G0L.1D LAGKh•
. z
LIO MARKED. i N
4
..:. l3LF G P1/L 51
\ a 2 v o M
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
P
o
S>w g l EX 1ST t 2 14W1D "s
c ,
n ,• r
s
sysiO N
201 42
)
w € l;„ 200.07 V
21 F \ DO WNSPoU E
r s>= z)ErAIL_,
SH. C -5. T`ff. OF 12 r'
.,
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