HomeMy WebLinkAboutWTR2701777.1llk7 E I PROJECT I O. 843 SUPPLEMENT
Y
�� CITY OF RENT
ON
RH2- ENGINEERING, P.S. JULY 1986
VICINITY MAP { GENERAL WATER NOTES. CONTACT PERSONNEL,
1 : •�� ••r • • �, y �i } 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS.
' `: k • •• ` . " ' 4, r a AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND R O N O LS E N �171TY O F R E NTO N 235-2631
a �'` '•� , j (> THE LATEST EDITION OF THE APWA STANDARDS AND SPECIFICATIONS. { h
CITY OF RENTON f �: "� W. '' I [s
}' ® BERGSTROF.1 CITY OF RENTON 235-2631
1` _� `' i•o "�" n� . 0 1w '�,, Bryn Mawr /'N`NFF.-`- _ 2. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT
` � — 1♦♦ ._ -�MENORNL 1 � _ ]
(i lz - l 3 < . ,,,," ., ' =' �- ,,.TN , ,T /HPARii. `ro �� SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND DA N E R V I N R H 2 ENGINEERING 827-6400
�' CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE.
,Lra ,T . „•rN or �� FRANK POSTLEWAITE RH2 ENGINEERING SEATTLE �I ^' ,,,," ' • ILTa:-7T II,T ,T 167 > _ :LT°NCITYL ITS• 3. ALL WATER. MAIN PIPE TO BE. CEMENT LINED DUCTILE IRON PIPE G EERING 827-6400
K•TN BRYN MAWR . W. ., � • w - �`' .-' ': '* N.T RCH N GE CONFORMING TO ANSI SPEC'S A-21-6-1976 OR LATEST REVISION, '
ILIr e INTERCHANGE THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL RENTON NTO N FIRE D E PTR
CITE' -Nao. 1„Ta S , 11.ra =_�,,a , .� - 235-2643
STwMen® •» 11 rra , - � 1 AIRCRAFT �`� � f
CONFORM TO ANSI A-21-4-74 OR LATEST REVISION. PIPE JOINTS TO BE
� 4 ; ••I"'t a s vN , 11 ]TN K , 11aK . 1 � `+. ,.'L/'1
ife, . . , PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C.
®� RENTON POLICE DEPT. 344-4080
I,TN ,T: ; , R j 4. ALL FITTINGS TO BE CAST IRON, CEMENT LINED, CLASS 250, UNLESS OTHER-
AY � ` . 1}a," ,T Bryn M'w' . 17aT" 7T �. _ �' I „� : WISE SPECIFIED ON DRAWING CONFORMING TO ANSI SPEC. A-21-10-1977 OR MEDICAL AID 911
1Pa"i W INOUS iR1Al AREA a • n[ <,
; - LATEST REVISION. ALL FITTING JOINTS TO BE FLANGED OR MECHANICAL T POWER
•blt, •` - �� } w f 1}liT 1T G E ■ Q
'•` b _ JOINTS.FLANGED JOINTS SHALL BE DRILLED IN ACCORDANCE WITH ANSI BC7�5-9199
$' IT. € RENTON W ', "` s ". g g� 6.1 AND SHALL BE 125 LB. CONFIGURATION, UNLESS OTHERWISE SPECIFIED
/.1(YW > ` MUN CIPAL O / I
i ON DRAWING.
t FI AIRPORT 2
512sn5i -`N °R"NgN�• _ '}*" •T `T„ 'T 5. ALL WATER MAIN 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER
IO IK • 'Ui1L • Si �tl'on : : scNoo� < (I1}sT"ST)
.T" sr , ;
EB T. OF 36 INCHES BELOW FINISHED GRADE. ALL WATER MAIN 12 INCHES AND
Y ' ^. •.s ` °R.N „ j I Rwn1 "" ST EOUNUNr -! LARGER SHALL BE AT A MINIUM OF 48 INCHES BELOW FIN
High School = _ / FINISH GRADE.
stadiurt = r .6 d °': 3 WHERE UTILITY CONFLICTS OCCUR WATER MAINS ARE TO BE LOWERED TO
' i w•Ia owN , '� `4 i '
" u,T" 6 sr , InrN „ 12 7•.� `� Rw r n .I , I �� !\}l �1•-7 8< •rN Y ,T w i /e CLEAR. ,
< _
13 '.' , InrN ,T F ' •" 13 rF < Y o PL CHOF ER I e 17 ; < ,A�r, 6. ALL WATER MAINS SHALL BE PRESSURE TESTED AND DISINFECTED IN
,N ^ „� s "" _ < } t ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE
[ r `, p OMMERCE : J �a ; 8 0 �� , •' c." WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING
PROJECT n, . I,•TM ,••+ =c r KhVA S5 `6 F7INIAL 's ,.
LOC�T�ON ,, . •`$ "» `ARPAA( » \ it r SHALL BE DONE IN THE w _ = PRESENCE OF A REPRESENTATIVE OF THE CITY OF
'+ N • - RENTON.
APPROVED 711,
E
" 7. A PRECONSTRUCTION CONFERENCE AND TWENTY-FOUR HOUR NOTICE DATE
'r 169 . T —T.WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION.
i 7w ":ro i.w sT F i ,
,r r -- a S. N?O , ' . < 900 •`' • .-(:EryryoEE�R'
T s <" 17•,N Z w Sic L r C +t• !`Y '� / : PAMI '. a(
�L. MAPLE
INTE 8. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECES-
'"" ° 'a 3 ..� : \- SARY PERMITS PRIOR TO STARTING CONSTRUCTION.
S. 17TrH ST. ' `. r . �, e . P L i • ' a ~ , ` > SU,J• -- _\� ` �_.1 _ _.- - /
oN
'°• "a` _ '°° w ' "° `",, �� �_ 9. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND
,�'`;�•'' � e` h A s 7Ro n w ST.- ( a 'A• tea. : U
METERS TO BE ACCOMPLISHED BY THE CITY OF RENTON. APPROVED
DATE
G`,w� 7" Jt;K�O°` r •rN „ < ' .Ta ST •'"� 10. ALL CONNECTION TO EXISTING MAINS TO BE ACCOMPLISHED BY THE CITY
• CCNTER s i > R[ GN
'" OF RENTON. ALL NECESSARY EXCAVATION AND MATERIALS TO BE SUP- +
j PLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATION.
C rN sr • C i • y srN ,r a er,'i
BAH. : � = sT •.R...."aa:. ��
Earlington Woods } : ' J 11. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY
, 1 ,r 18 o 51S ' r '"„c OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY
1 'w 7 ""• 'T '^' .• "N " ' ' I ,` "„ °' THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL APPROVED'IN
'
a 24 19u A a; w 20 � CONSTRUCTION. S RUCTION. DATE
." r } < «n°' -• f "o "y,;� 12. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEM-
EARLINGTON , Suc S�•i�u '
+PAM
1NoU5TRIAI , �r era t.- BLES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. �j
w . i AREA R
'` 1 1 s PnNc ccnru \
IJ, / 1°r" _♦ w H SOUTH REN-�;N tD
�TEICHANGf� R
RrnlOn Sew•,r r „ ,1 \
APPROVED
DIRECTOR OF PUBLIC W RKS,, DATE