HomeMy WebLinkAboutS-049604I I
if
i I I
i I
I
I
do
W�
NO8V
r W
d
z z°
I
II
jl
Y
i
I.4
o
ri
i
i II I�
o
N a F -
W Y
J OOOY
O
d
Z Z
GENERAL NOTES
1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN CONFORMANCE WITH
THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON
UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA
STANDARDS AND SPECIFICATIONS. A SET OF APPROVED PLANS
SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.
2. THE HOURS OF WORK WITH THE STREET RIGHT -OF -WAY SHALL BE
LIMITED TO 8:'-AMTO 3:30 PMON WEEKDAYS UNLESS OTHERWISE
APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT
235 -2635. ALL STREET AND LANE CLOSURES, PARTIAL OR FULL,
SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS
IN ADVANCE.
3. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS ARE
APPROXIMATE, BASED ON FIELD SURVEYS AND RESEARCH OF AS -BUILT NOTE �/y,.IN�.GTION TO 1lST. .�.N ITPJZ�1
PLANS PROVIDED BY THE CITY OF RENTON. THE ACTUAL LOCATIONS,= EY\IE{z IS SUE3IELT To THE Tv
ELEVATIONS AND DEPTHS OF EXISTING UTILITIES SHALL BE FIELD - INGTI�,T�STINGa , $A�,1�
VERIFIED BY THE CONTRACTOR TO AVOID DISTURBANCE OR DAMAGE UaS -q`o) OF THE EXIST. tl \TA1zY
DURING CONSTRUCTION. S�WEt? Sr ST rc.M. ; M.H. #
REPAIRS SHALL BE MADE AS NECESSARY, AND UNDER — gTi�.3 } \Z-
4. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE CITY REVIEW AND INSPEC710N, SO TI-',ATANO LEAKF_ e Z -453 M.H
F_
FOR THE NOTIFICATION OF ALL UTILITY COMPANIES (WATER, CONDITION RESULTS DO-N STREAM FROM MANHOL .STA, 0+70 cam. M H 2
SANITARY SEWER, STORM SEWER, NATURAL GAS, POWER, TELEPHONE, REPAIRS SI4ALL-BE MADE PR FOR TO 055 ,0 F THE NEW SEW IN 5 ER MA
CATV, ETC) TO VERIFY THE EXISTENCE AND ACTUAL LOCATION OF STA. O +oo q;- -5
UTILITIES. THE CONTRACTOR SHALL CALL ONE-CALL FOR LOCATIONS i"bN. IIJ C-�SC- GoNN -� To �xtS�. �N. T`iPG S•'��� M.H \
(1 -800- 424 -5555) .
5. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY ,� , b INVEJ2_T E��.v. PLIO� To 1
' � � cOt�1sT �U L'T IOM �" su PP ORr EXIST. 55 MM
CONSTRUCTION. A MINIMUM OF FIVE WORKING DAYS NOTICE IS °° °° A5 REaD DURINU CONS
REQUIRED FOR SCHEDULING. PRIOR TO SCHEDULING THE PRECON, A V _ \i'`� FIELD VERIFY C�ExaR
PERMIT INFORMATION SHEET MUST BE SUPPLIED TO THE UTILITY z \ \ Pa\oci -ro corosr-
g,� i S�vacnr EXIST Mwi..� n
ENGINEER'S OFFICE. 24 HOUR NOTICE WILL BE REQUIRED PRIOR —�\ sUl°14�LT vzcIST. RE4a -
TO STARTING NEW CONSTRUCTION. ` ` Cs I b tx17UNca -."T.
�.. y��� _
6. THE SANITARY SEWER MAIN SHALL BE TESTED AND INSPECTED IN
°�[ / IIIIIIYIIIII.IIII.z�_ -'`I `zq.•sd
ACCORDANCE WITH THE CITY STANDARDS PRIOR TO ACCEPTANCE.
11 '0 °�'
—
7. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO. SECURE ALL 1j1j11111 i.... _ 11
MECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. ' /v 1111111
A / � •11...1. \f.. ce �.
8. INSPECTION WILL BE ACCOMPLISHED BY THE CITY OF RENTON. IT 1 \E -INTO GLPy .11111
PIi�E Sc( S -Ia. iJ�W KL�T TOP t� \ �_.. 11111111111111]
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE 3iFy, I0 "SD, �,g, ST/>• 4+-�� l .-
UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF CONSTRUCTION. THE 4 +ts \\� \ \� ° `b �_ W _ - e . , /
CONTRACTOR SHALL KEEP AS -BUILT DRAWINGS.
nOj � \�N 1 111 1
9.. ASPHALT AND CONCRETE PAVEMENT SHALL BE SAWCUT TO A MINIMUM
DEPTH OF 2 INCHES. ALL SURFACE CONCRETE, PAVEMENT,
SIDEWALKS, CURBS, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE
SAN
UT A MINIMUM DEPTH OF TWO INCHES, OR REMOVED TO THE
NEAREST JOINT.
.10. ANYREVISIONS. TO THE APPROVED PLANS MUST BE REVIEWED AND -.max E- -- == - - --
APPROVED By THE CITY OF RENTON PRIOR TO I 4�°
MPLEMENTATION. IN
ems* \wl
THE FIELD.
11. _ ALL SANITARY SEWER PIPING SHALL BE SCHEDULE 80, PVC PIPE, ° "-\ A-4 -
3 GT \
CONFORMING TO THE APPROPRIATE ASTM STANDARDS, ALL JOINTS AND
PIPE CONNECTIONS SHALL BE SOLVENT WELDED JOINTS. ALL „a
WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE
MANUFACTURER'S SPECIFICATIONS.
-... t4�OpNer Fwnp cA\
12. ALL CONNECTIONS OF PVC PIPE TO MANHOLES SHALL BE MADE BY
USING NON SHRINK EFOXY GROLLT.
13. THE CONTRACTOR SHALL INSTALL, REPLACE, OR RELOCATE ALL NOTE: THIS CONSTRUCTION IS IN AN AQUIFER PROTECTION AREA
SIGNS, AS SHOWN ON THE PLANS OR AS AFFECTED BY CONSTRUCTION,. CONSTRUCTION TECHNIQUES USED SHALL PREVENT CONTAMINANTS
PER THE CITY'S STANDARD DETAILS. - (PETROLEUM PRODUCTS AND OTHER HAZARDOUS MATERIALS) FROM
- - - - - ENTERING THE AQUIFER. .__.
14. A 1" NINIMUM ASPHALT CONCRETE OVERLAY SHALL BE PLACED ON A _ _ :: .:O tO�o :: :: C +-off! :I:: : Z
- MINIMUM OF 1/2 OF THE EXISTING. ROADWAY ON NE 3RD ST. THE
... .. ... ---- ... . -... ....
.APPLICANT SHALL COORDINATE SEWER: :INSTALLATION ON BLAINE AVE - - -- -- --
WITH THE CONTRACTOR FOR THE CITY OVERLAY PROJECT. IF THE - - ..... -.. ......... _ -
:.. SEWER IS INSTALLED AFTER CITY CONTRACTOR HAS PLACED - -
,.r .....:..... .OVERLAY:,.:...THE..APP'LICAN,T .SHALL PLACE A. -.I' MIN. OVERLAY FOR THE _:._- ...:._:...:_ __...)?i_2... _ .. . . ...:... .. ..:. -. .- .. ... ............................. .... ... ... ._.._. ._ .:..:. 1
... ,.......FULL- WIDTH - OF BLAINE AVE, WITHIN THE LIMITS OF THIS. .' ....... .. ...... .:::: .... :: ::..:. .....:: :..
oa 9 �°HpuE
PROJECT. �z�F. Gr=vi
..
15. EFFLUENT FLOW RATE FROM THE PROPOSED SITE SHALL NOT EXCEED
. .. :.... .: ..
...... 50. GPM. .. ...
.....
.: .. ... ...... .. ... ......_......._.. -.
16. THE INTERIOR OF THE MANHOLES SHALL BE SEALED WITH TWO (2) ::: .. -: : -
COATS OF KOPPERS $ITUMASTLC HO 300 -M, OR APPROVED EQUAL. ..............
1Q...
S- tA.4i�4 m—°
i
f �
'1;+181I1�
W
TOP OF GU�ES � \°te !i/il�l)
i
Y
A
2
4
crb\ o' l " =40 �b21Zo
KUKER- RANKEN INC.
I Y f f I I I A I f i f Y I I I A I_ Y _ _ I — i i �► I I i I 1 1 I I I I I I ]C 1
11N �l /
�CLGr�YJNCZ LLN�NOWN
\`a.\c. PC.
� -
SEa OET \� LEFT
o^v
1 �NTON S1AN"'s �' i 11�t.1
TOP OF GU�ES � \°te !i/il�l)
i
Y
A
2
4
crb\ o' l " =40 �b21Zo
KUKER- RANKEN INC.
I Y f f I I I A I f i f Y I I I A I_ Y _ _ I — i i �► I I i I 1 1 I I I I I I ]C 1