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!oa° .. -.. I 1DRAMOEGEXIST�INGDSTORMIL SEWER NTOHATES TO BE ABANDONED AS
NECESSARY TO CONSTRUCT NEW STORM SEWER AND ROADWAY.
m?W RIM= 410.97 I I PLUG ENDS OF PIPES TO BE ABANDONED AND LEFT IN PLACE-
. \ ! r I z c v, ua CL B0TTOM= 478.97
W INV= 409.37..6" PIPE -
-�
Lo 2. FRAME AND GRATE ON CATCH BASINS AND INLETS ADJACENT TO CURB
SHALL ,
STANDARD PLAN 8019,
1 1 _ — -- — — —' —o+P — — — — —_ i UNLESS BOTHERWISE SHOW
N.RFRAME AND EGRATE HALL BE LOCKING.
xQ "
s s a 1p- - - - 9 -- - --
._:._ , _ � __ __,_ _ ,, . -. ` _.,._ �__,,..,_.__._ ._, _ _ ..— ° _- - -- 3. FRAME AND GRATE ON CATCH BASINS TYPE '2 IN THE ROADWAY SHALL
y S =1_ .,
�;ti — — — 8E MANHOLE FRAME AND COVER MARKED 'DRAIN' PER CITY OF RENTON
' —i � I °I ~ STANDARD PLAN B074, UNLESS OTHERWISE SHOWN. FRAME AND GRATE +00 O
SHALL BE LOCKING.
4 3, 9r
— sS = — — - — —s's , 2 S u "' �' 7 4. THE POTENTIAL EXISTS THAT NOT ALL PRIVATE STORM DRAINAGE
(j)ABANDON z u
EXISTING UTILITY O' 2 "0 - CONNECTIONS ARE SHOWN. NOTIFY ENGINEER OF PIPES LEADING TO
CATCH BASINS AND =MANHOLES THAT ARE NOT SHOWN ON THE PLANS.
02 REMOVE EXISTING UTILITY ADDITIONAL CONNECTIONS OF 'EXISTING PRIVATE DRAINAGE LINES
3QCONNECT TO DRAIN STRUCTURE �\ � � � �� J TO NEW STORM SEWERS SHALL BE PROVIDED BY THE CONTRACTOR AT
- I t�l� O QCB j. i - -' I _ THE DIRECTION OF'. THE ENGINEER.
QS UTILITY TO EXISTING
BE REMOVED ORE RELIOACTED BY OTHERS � �, - - � - -
_ _^_ _ \
ANACORTES V/E N a Q 5. THE LOCATION OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON
@REMOVE AND RELOCATE UTILITY j THE PLANS, 1S APPROXIMATE' AND THE CONTRACTOR SHALL BE
RESPONSIBLE FOR DETERMINING THEIR EXACT LOCATION. THE
Q EXISTING SIDE SEWER IF CONFLICTING I m t CONTRACTOR' SHALL COORDINATE WITH THE, UTILITY COMPANIES, AS
7 RELOCATE IX
WITH NEW STORM SEWER. SEE DEfAIL� NOT ALL UTILITIES MAY BE- : SHOWN _0N THE PLANS. - -
DD -1 6. THE CONTRACTOR SHALL THOROUGHLY PLAN EACH SEGMENT OF WORK
®REMOVE EXISTING SIDEWALKS AND CURB AND
GUTTER AND INSTALL SIDEWALK RAMP TYPE 2A-
SEE EXISTING UTILITIES WILL BE
RENTON' STD. PLAN F -3B. i I I COMMENCES. NDNRESOLVED BEFORE ANY WORK WITHIN THAT SEGMENT
ON OF ALL CONFLICTS SHALL
09 REPLACE CURB AND SIDEWALKS AS NEEDED I BE THE RESPONSIBILITY OF, THE CONTRACTOR AND SHALL BE APPROVED
SEE RENTON STD PLANS: I �' BY NY CONSTRUCTION.
PLAN
THE ENGINEER BEFORE ANY
PLAN 7. POTHOLING OF WATER, TELEPHONE AND GAS: UTILITIES WAS PERFORMED
S VARIOUS LOCATIONS SHOWN
CALF 1' -20' T
ALONG THEILI OUCOMPHESE LOCATIONS WERE USED AS A BASIS FOR!'
r
HE DES, N AND ARE PROVIDED!
PLAN FOR' ^AN ADE UATEi'LEVEL OF
ONLY- THEN CONTRACTOR S40 ED FOR INFORMATIONAL AND REFERENCE
435 _ = = = = 415 = = :1435 POTHOLING TO VERIFY ALL UTILITIES', THAT COULD BE', IN CONFLICT
=' CB 6B TYPE 1 �CBI6A. TYPE 1 = WITH CONSTRUCTION. THE ENGINEER WILL PROVIDE TO THE CONTRACTOR
= A 14 +77!' ]3.3' RT A 14 +94, 15.6' LT = A LIST OF ADDITIONAL POTHOLE LOCATIONS NOT SHOWN ON'THE PLANS.
RIM EL- 411.00 _ — RIM EL -41 1.15
: _ _ 8. UTILITIES WHICH ARE NOT ABANDONED, SHALL BE SUPPORTED AND
_- -- - - - - -- -- - - - - -- -- - - - - -- - - --- . . . . . .. . .................. -------- 2"-NY - 'AV=406.65. ....++: .:--12---SE-.INV- A06,7J --
430 = _ - 410 { _ 430 MAINTAINED' DURING ,CONSTRUCTION.
- - STORM SEWER CROSSINGS OF UTILITIES' -WHERE COVER 1S LESS'
9 FOR
- _ _
- - _ -
THAN 1' 0" VERTICALLY BETWEEN THE PIPES, PLACE 1'X1'X4" STYRENE
_..__..... I - - - - --
425 _ _ " 405 !w 2 „G 425 HS-45 OR APPROVED I EQUALYR
�. ENE FOAM SHALL BE DOW ETHAFOAM-
CB IS TYPE 2 54 21 LF 12 -CPEP : Li) LF C 4 TYPE 254' A 16 +38, _2.0' RT = 1 1 00% "CPE. s w : s`- _ j 10. FOR PAVEMENT REMOVAL AND RESTORATION SEE
s 1.00%
SEE DR 3 RIM EL= 414:76 = DD -1
- --------- --------------------------------------------- --- ” - . :. - - - - -- -- _. _----- -- --- _ _ 1 1 FC]R.. -PIPE :.INKTAL LATIC)NI CEF:..- .
3Da S JNV 403.27 : 6 d 5',' �j
30 N INV 403.25 _ 400 : : _ 420 - - T-
420 D 2 = • _ -
: _ = _ CB S TYPE 2 54" _
D
A 14 +83;:2.0' RT 0
— _ _ _
EXISTING GROUND ROAD �—
------------------ - - - -- _ - - ----------------------- _ -- --------------------------- ------------------------------------------ —
RIM EL 4 1.42
4
tft, 0
15 30 NINV= 403.70 = 415 -�
_'. 12" SE INU- 406:52 =
:
0
W
z
_
> 12
NW I INV 406 �2 =I
------------------ 410 _ I _ --------------------------- I � I _ � _ .� ..:.. .�_ ...... ..... ............ . � ....... .. � _ 410
= i I = =I I @ 027%
49 LF IG ?EP 0.27 = 155 LF 30- CPEP 0.28% _ 110 LF 30° CRFP
I
-- - - - - - - -- _ - --
1
405 _� _ = i !�
- - - -- _ -
400: SEE NOTE 9 _ _1 400
sss - a sss G w SD : G w:_ sss
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