HomeMy WebLinkAboutzS-3363SetIE =435.2 ,
15 CONIC
SDMH RIM= 4?7.69
IE 12 "CONC(NE)= !8.09
IE 15 "CONC(W)= 425.99
102305 -91005 IE 72 "CONC(E)= 425.94
�
BORING 2, (LOCATED STA 20 +05) WHICH JUST
CO
TAPPED BELOW THE TILL INTO THE
a
M
H o 0
SW
SEC 10, TWN SH P 23, RN G 5
CV
00
W
NO ADDRESS SOILS CAPPING THE OUTWASH. CONTRACTOR
SHOULD MONITOR FOR POTENTIAL PRESENCE
IZ
CONNECT TO EXISTING 16" WATER LINE
w
w
w
11TRACT A 1 CS R @!= 436.76 z�
E 12'CPF.P(NW')= 434.13
I
SEE CONNECTION DETAIL y2 ON SHEET 10 OF 11
UND @4T ¢
Ny
W
SL1U'H RIM = 43;.44 \
!E ,L((S CPEP(E)= 433.54 l
Li
STA. 14 +02, LT 22'
REMOVE EXISTING 16" PLUG AND INSTALL:
425.54
33
TRACT B
(1) 16` GATE VALVE (MJxMJ)
1�'CONC� UND INT SIROCP.IRF ELUSHI- RANT
o
O
n f 7aoato-7777
z z
10' 16" DI PIPE
CD R!u= 437.'3 E 2 CPEPIE) =Q IE 15 CFi'P(N) =434 28
EP(S) =43413
w-----
af
a-
Q
�WAL�
_
FENCE
IE =435.2 ,
15 CONIC
SDMH RIM= 4?7.69
IE 12 "CONC(NE)= !8.09
IE 15 "CONC(W)= 425.99
102305 -91005 IE 72 "CONC(E)= 425.94
NOTE:
�
BORING 2, (LOCATED STA 20 +05) WHICH JUST
1
TAPPED BELOW THE TILL INTO THE
UNDERLYING OUTWASH AT APPROX DEPTH
20.5' ENCOUNTERED GAS WHICH MAY HAVE
SW
SEC 10, TWN SH P 23, RN G 5
THIS WILL NOT LIKELY IMPACT CONSTRUCTION
DUE TO THE THICKNESS OF LOW PERMEABLE
00
W
NO ADDRESS SOILS CAPPING THE OUTWASH. CONTRACTOR
SHOULD MONITOR FOR POTENTIAL PRESENCE
CONNECT TO EXISTING 16" WATER LINE
w
w
TRACT A
I
SEE CONNECTION DETAIL y2 ON SHEET 10 OF 11
V /
W
Li
STA. 14 +02, LT 22'
REMOVE EXISTING 16" PLUG AND INSTALL:
33
<�
z
(1) 16` GATE VALVE (MJxMJ)
o
O
-
(
10' 16" DI PIPE
X
Q
436
12 +00
(1) 16" SLEEVE (MJ)
w
Lv
16 +00
I
STA. 14 +13, LT 22'
18 +00
3
30�•
3p.DDV
I
I
16" 45' BEND (MJxMJ)
CONCRETE BLOCK
=Jl
--- - - -- --
C
/
I
SSMH COR# 35
RIM = 437.61
L CHNL 8 "CONC(E -W)= 426.26
Q
- - N N
0 I 2nEC 1VDEC
�I 300EC` -- - - - - --
STA 16 +57 RT 12'
EX. -W _ ; 436 437
M13n-
- JL
+ w
ASS
DITCH
4i5
INSTALL NEW 48' MH
NOT S H 0 W N ON P S E MAP .. ... ... - .. _
_ - ... ... ... - ... ... ... ... - .
3,
PER WCP.TE PAINT
03>
\936
\qr
Rim
440: .........:.......
STA. (B 1 00=
�. TA.14 +7 .7858
41
14
6'
O,
STA. 00
STA. 16 +00
......... 440
`<
DUVALL AVE. NE
s,
GRADE
IE 12'(N) 423.24'
IZWH A7 �A
W
9,0
@ CENTERLINE -
Iu�i
_ 45 LF 16' Di, CL 52 W POLYWRAP
>
�
I -
- — ... — .. - -
—
- - - - - - - B-1
436
3
436 .
5' FENCE 5' SCE 1YDEC r,,, 15 "DEC 48'DEC as&=
WX
: -
- EX. -16° WATER- - - - - - - ...... -
a
- - 4' MIN. COVER (TYP:).....:..
-
-------... ........... ..............
....................
STA. 14 +55, RT. 22'
t
II
16" 45' BEND (MJxMJ)
CONCRETE BLOCK
\
±415 LF 16" DI CL. 52 W /POLYWRAP
I
Li I
`- ANY NON -PAVED AREAS THAT
ARE DISTURBED SHALL BE
430 :. ....---- .........
:---------------- ---------- - --------- ---------- ---- ------ -- --- ----- - - - - - -- -
- - - -- - -
-- ----....:.........:.........:..................
#13725 SE 116th ST.
RESTORED TO ORIGINAL
CONDITION OR BETTER (TYP)
-- - --
---- -....: 430
R{ 102305 -9112
425 :.........:......
NOTE:
BORING 2, (LOCATED STA 20 +05) WHICH JUST
TAPPED BELOW THE TILL INTO THE
UNDERLYING OUTWASH AT APPROX DEPTH
20.5' ENCOUNTERED GAS WHICH MAY HAVE
BEEN METHANE TRAPPED IN THE OUTWASH.
THIS WILL NOT LIKELY IMPACT CONSTRUCTION
DUE TO THE THICKNESS OF LOW PERMEABLE
00
W
NO ADDRESS SOILS CAPPING THE OUTWASH. CONTRACTOR
SHOULD MONITOR FOR POTENTIAL PRESENCE
OF GAS IN THE TRENCH EXCAVATION AT THE
Rj 14J765 -0230 TIME OF CONSTRUCTION.
TRACT A
T
V /
W
Li
33
<�
z
NOT SHOWN ON PSE MAP �
�A35
O
-
MI
W
STA. 17 -500 STA. 18
635.22'
Q
12 +00
i NEW 12 SS
y3h
��...— ...— ... —... —... ;� —
Lv
16 +00
17 +00
18 +00
s
---- - ---------- --- ------- ----- ------ - - . -- ----. . -- ....--
_ C�
20'DEC 24*DEC
=Jl
--- - - -- --
C
STA. 17 +35, RT. 22'
--- ...... ..... ...... .........
16" GATE VALVE (MJxMJ)
Q
�I
d
< �I
r
<�
z
w 1
12 +00
13 +00 14 +00
15 +00
16 +00
17 +00
18 +00
-- -- -----
---- - ---------- --- ------- ----- ------ - - . -- ----. . -- ....--
_ C�
---- -----
----------- - - - - -- ..............
--- - - -- --
----- -- - -. - -- - --- -- ---- - - . ------ -----
--................
MH 6
--- ...... ..... ...... .........
...........
_
° =1
- - N N
STA 16 +57 RT 12'
r
+ w
INSTALL NEW 48' MH
z 1
3,
Rim
440: .........:.......
- - - iTj -
........:........
- .... - -
.12."(S). 42314 -- -
- - - - - - - ....
......... 440
GRADE
IE 12'(N) 423.24'
W
z
@ CENTERLINE -
-
- o0
:IJ
435 w
: -
- EX. -16° WATER- - - - - - - ...... -
-
- - 4' MIN. COVER (TYP:).....:..
-
-------... ........... ..............
....................
435
±415 LF 16" DI CL. 52 W /POLYWRAP
4' -MIN. COVER (TYP.)
430 :. ....---- .........
:---------------- ---------- - --------- ---------- ---- ------ -- --- ----- - - - - - -- -
- - - -- - -
-- ----....:.........:.........:..................
.......----
-......----- -- - - - - -- .........:......
-- - --
---- -....: 430
425 :.........:......
------------------------------ ..:.........:.........:.......
........:
:425
236LF:of12 °P✓C: ®092X
MH
STA 14+17 -RT 12'
420 :.........:..
-- - - -- ---------:....... ......................:- ----- -- INSTALL. NEW.48'.MH..:.
--- ---- --
:.........: 420
OVER DUST. 8' SEAER
RIM 437.87'1
IE 12'(S) 425.421
:
:
:
IE 8'(E) 425.851
IE 8-(W) 425.721
SEF DETA %L 5/11
..........................
HOR
v OF WAg7j,
m z
sxatvso- uvvE
v,xne�: ,u4n ,eae
ru,mwr - wn ,usi7,ae,
CITY OF
are
08 -14 -07
DUVALL AVENUE SEWER MAIN
F 01
1
-�
DATUM
RENTON
DUVALL AVENUE NE
D
Planning/Building/Public Building /Public Works Dept.
NE
8TH STREET TO NE 10TH
S -3363
STREET
EXPIRES 8 21 09 NO.
REVISION BY DATE
APPR
MA
-oF 11
Baum ���-7 5
-333
ROLL
2
O�B
FR-264'
cr) 5�
co
(V (/, 3 11811 -139th AVE SE
MON. 3 Al 143755 -0230 L
S NORTHING 184316.47
EASTING 1313335.33 \� C
U) STA. 20 +52.42 �
NORTHING 184316.47 09
\
EASTING 1313335.25 433
_
8"OEC W
w (J7 EXIST, 8" W (WD #90)
6' FENCE EXIST. 8" W (WD #90)
.— — — — _ _ — — _ �� 434 —/ —
DITCH DITCH
of 0 O
ON PTE NAP
PER LOCATE O
_ PER LOCATE PAINT - 2 I
00
�a3
-------- s
A- 7'0034" N
.00 \ STA 1900 STA. 20 STA- 21 +00 STA. 22+ -00 R °1600.00'
L= 165.74'
Q N I DUVALL AVE. NE — — — — — — _ — — — - -- — — — STp. 23 Q
Nay 12:
I— I i
IS N �
ssMH
� _ ,,• SSMH #4
±500 L.F. 16" DI, CL 52 W /POLYWR _
— - - - — - - — 4 30 I I
_ L x3 r—u
-
-J
— —_ -- \
4' FENCE � �- �___ 429
STA- 20 +87, RT. 22' Z
NOTE: 16" GATE VALVE (MJxMJ) U
BORING 2, (LOCATED STA 20 +05) WHICH
JUST TAPPED BELOW THE TILL INTO THE
UNDERLYING OUTWASH AT APPROX DEPTH ANY NON -PAVED AREAS THAT ARE Q
20.5' ENCOUNTERED GAS WHICH MAY DISTURBED SHALL BE RESTORED TO
HAVE BEEN METHANE TRAPPED IN THE ORIGINAL CONDITION OR BETTER
#928 CHELAN AVE_ NE OUTWASH. THIS WILL NOT LIKELY IMPACT (TYP)
CONSTRUCTION DUE TO THE THICKNESS
OF LOW PERMEABLE SOILS CAPPING THE
ml 10E305 -9m OUTWASH. CONTRACTOR SHOULD #11634 -137th AVE. SE
MONITOR FOR POTENTIAL PRESENCE OF
GAS IN THE TRENCH EXCAVATION AT THE
11ME OF CONSTRUCTION. 74 102005r9106
18 +00 _ . 19 +00 20 +00 21 +00 - ... 22 +00 _ ..............23 +00
MH MH
440: : - - STA 20+57 RT ]0` - - STA _22+50 RT 10'- 440
.. . ...... .. ... .. ... ....... .. . ... . . .. ... . ..... ............................................... ............:.................. ...... ---- - ---
--------- ------------------ ---- ---------
1NSTA NfW :48' MH ' S ALL INEW 48 MH '
R/M 432.57'+ RIM 431.13'+
IF 12:(S) 420.66' 1E 121(S) 419.43':
lE 12'(N) 420.76' : fE 12'(N) 419.53`
435 435
-------------------------------------- — -- -- ----- ---- - -- - -- -- ------ --- --- ---------- -- -- -- -- ----- --- -- ------ ........ ... .................... . ....-------- - - - - -- - -- -- ----------- - - - - -- - ------- -a.... .........................
-
-GRADE ®_ CENTERLINE
430 - - f500.LF 1Fr "- DI CL-.:52'W /POLYWRAP .. ............. O 30
— 4 FT: MiN: COVER (TYP.j..........
4
425: - - - 425
- - ----- --- ---- --- -------- - - - - -- - - -- - - - -- ---------- -------------------------- - - - -- - -- -- - - - -- ......................... - - - -- - ----- ----------- ...--- --- - -- --- ---- -- - -- - -- -- ....... ......... ............. .....- ......... - -- - - - .
396 LF of 12' PVC ® 0.60% 420
420
18/ LF of 12' PVC ® 0.60%
� HORN
cl
v� �F Wggy2
sarnvEa� sx� o4,E:
,emicu: xnro ,sae
o 1 ° =20 ° 1885• ... 08-14-07 � CITY OF OS -14 -07
DUVALL AVENUE SEWER MAIN
F *6'3' ea4 — RENTON MAB DUVALL AVENUE NE
�foNA�E`� DH Al r DATUM Planning /Building /Public Works Dept. NE 8TH STREET TO NE 10TH STREET S -3361
EXPIRES 8/21/09 NO. REVISION BY DATE APPR "`"° AMC 8 OF 11
c
�a7S -333
ROLL 2 08 FR-2615'
C
9
[r' u
< m
b � f
r N
F
z it
W
M
CC)
('0
('O
1\
N 00
0
IL
W
W
(P
O
O
N
Q
07
W
z
v
Q
CONSTRUCTION DUE TO THE THICKNESS OF LOW I I I III
PERMEABLE SOILS CAPPING THE OUTWASH.
CONTRACTOR SHOULD MONITOR FOR POTENTIAL
PRESENCE OF GAS IN THE TRENCH EXCAVATION I rz#z -onto
AT THE TIME OF CONSTRUCTION. 1 r
r
m
23 +00 24 +00 25 +00 26 +00 27 +00
- -- ------------ ----- ----- --- -- ---- ---- - - - - -- — — --------- ----------------------- - ----- ------
SSMH CDR 93 c
RIM - 426.91
CL CHNL 12 "PVC(E -W - 416.01
- - STA. :24 +05 - - - �-
CONNECT TO EXISTING 16" W - o
430- ---------- ---- - ........ - -- --- -- - :....- ....:..... - :......... ----- - -- .- - --- — --- --- ------ --- .. :... - - --- :.. 30 0
_ 4
GRADE AT CENTERLINE y
w
4' MIN. COVER (TYP.) N
±105 LF 16 ": DI CL. 52 W /POLYWRAP —
425 - 25 w
- .......... .... EK -16" DIP (W-2.71-6) _ ..... . .... ...... .
-4
420 - : 420
— ------ -------- - -- - -- — -- -------------------------------------- - - - - - - -- ................... _ ............- --- ---- -- ........ -- - - - - --
22 LF of 12' PVC ® 0.60%
146 IF of 12' PVC ®0.60L 146 L c of 12' PvC a
- 187 LF of 12" PVC ® a60x - 415
415 -
- -- - -- -- -- - -- --
-
410 10
-
MH JU MH ' 2 MH 8'
STA 24+00 RT 10' : STA:25 +50 RT 12' STA 27+41 RT 12' CONNECT NEW
INSTALL NEW 48' MH INSTALL NEW 48' MH w INSTALL NEW 48" MH : 12' SANITARY SEWER
RIM - 429.65'7 - RIM 428.44* RIM 426.29+ w TO EXISTING MH
- ------------ -------- . 1E--12 =(S)- 41845'- ........................................... .-- ------ lE 12 (S) 417. 4T.. ............................... ................ ......... ..... . IE-.. }2(0416:24'- - --- .......... IE - -1416. 11
IE 12'(N) 41855' IE 12-(N) 417.57' IE 12'(N) 416.34' REMOVE ELF AND
REPOUR CHANNEL
L HORN
�� OF WA y�y�
��r,s 1 ° =20• w m' ;°°'.,°°, ig i- a OS -14 -07
CITY 0
MAe
�' RENTON DUVALL AVENUE SEWER MAIN
F ,`� MAB =� DUVALL AVENUE NE
I � ' DATUM
� off Planning /Building /Public Woks Dept. NE 8TH STREET TO NE 10TH STREET S -3363
EXPIRES 8 21 09 N0. REVISION BY DATE APPR "�"DMc 9 OF X11
5 -3363
ROLL 2 0�-S 1 1
M
co
(°T
(h
1\ ELEV 42
C%j
121 INVERT 425.7
EXIST _8
WEST
a
z
U
W
0
Of
ELI
`fzv. JLS
� 426.52E
=XIST 8°
_AST
RT 425.851
MAIN CHANNEL (E & S)
N SHALL MATCH CROWNS
2
SSMH #7 CHANNEUZATION /*-51
NO SCALE
PAY LIMIT
TRENCH BACKFILL
6' -0" FOR 12" SANITARY SEWER LINES
4' -0 FOR ALL WATER MAINS
i
6"
EXCA VA 77ON OF UNSUITABLE SOIL AND
BACKFILL OF FOUNDA77ON MA7ERIAL
(IF NECESSARY) DEP774 AS APPROVED
BY ENGINEER. MATERIAL SHALL MEET
SEC77ON 9 -03 9(1) BALLAST
SAWCUT EXIS77NG ASPHALT (TYP) SAWCUT EXIS77NG ASPHALT (TYP)
6' MAX. 17' MAX.
PAYLIMIT PAYLIMIT
I
8° HMA \ \ \ \\
o U oU CLASS 112° Uo 4-16PG 64 -22 'M{N. - � MIN_ S FACING MW_ _
SURFACINGuTOP
COURSE
WATER MAIN WATER MAIN 5 f SEWER MAIN
TRENCH BEDDING TRENCH BEDDING TRENCH BEDDING
AND BACKFILL PAY AND BACKFILL PAY AND BACKFILL PAY
LIMIT OF TRENCH LIMIT OF TRENCH LIMIT OF TRENCH
EXIS77NG ASPHALT
THICKNESS VARIES EXISTING ASPHALT
THICKNESS VARIES
WA TER MAIN
TRENCH ONLY
NOTES:
1. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED PER SPECIAL PROVISION
5 -06.1 AT END OF EACH WORKDAY. THIS WORK IS INCIDENTAL TO ALL TRENCH RESTORATION
WORK.
2. THE JOINTS FOR FINAL PATCHES SHALL BE A MINIMUM OF 1' BEYOND THE UNDISTURBED EDGE
OF THE TRENCH. JOINTS SHALL BE SAW CUT AS DESCRIBED IN THE PATCH DETAILS UNLESS
APPROVED BY THE ENGINEER.
3. ALL TEMPORARY PATCHES ON UTILITY TRENCHES SHALL BE PERMANENTLY PATCHED WITHIN TWO
(2) WEEKS OF COMPLETION OF THE INSTALLATION OF THAT UTILITY WORK UNLESS APPROVED BY
THE ENGINEER. THE ENGINEER WILL ALLOW PORTIONS OF TEMPORARY PATCHES TO REMAIN
WHERE ADDITIONAL TRENCHING WILL BE REQUIRED FOR ANOTHER UTILITY.
4. THE FINAL PATCH SHALL BE 8" HMA CLASS 1/2° PG 64 -22.
5. ALL ASPHALT PATCH AREA OUTSIDE OF PAY LIMIT SHOWN SHALL BE CONSIDERED INCIDENTAL TO
OTHER ITEMS OF WORK.
6. ASPHALT PATCH CONFIGURATION AT 8TH AND 10TH SHALL BE DETERMINED IN THE FIELD BY THE
ENGINEER BASED UPON TRENCH I
is d
- 1'
MIN.
— 8" HMA
CLASS 1/2°
PG 64 -22
6° CRUSHED
SURFACING TOP
COURSE
PARALLEL WA TER AND
SEWER MAIN 7RENCHS
ASPHALT CONCRETE PAVEMENT
RESTORA 77ON DETAILS
NTS
REVISION
EXISTING WATER 4't SEWER MAIN
MAIN TRENCH PATCH TRENCH BEDDING
AND BACKFILL PAY
LIMIT OF TRENCH
6'
SEWER MAIN
TRENCH ONLY
IA
1/2..
1 -22
FD
SE
HORN
v� DF WASy /2
e of `ham
ss QNAL?
(EXPIRES 8/21/09 I
a�
MAB ('ITS CITY OF DUVALL AVE NE 08 -14 -07
_ RENTON WATER/ SEWER PROJECT "
DATUM
JDH rror«Ee+cx Planning /Building /Public Works Dept. MISCELLANIOUS DETAILS S -3363
DATE APPR DMc / Ac a� ".a. X11 OF 11
xcutr 5 -3363
FhA
ic: R -2 6�7-',-"
c°
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NOTES. -
SEE DETAIL FOR ASPHALT
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
CONCRET PAVEMENT
RESTORATION REQUIREMENTS
2 HAND TAMP UNDER HAUNCHES
3. COMPACT PIPE ZONE MATERIAL TO 909 MINIMUM DENSITY
EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE
BACKFILL MATERIAL
HAND TAMP ONLY
NA77VE IF APPROVED BY ENGINEER OR
IMPORT PER SEC77ON 9 -03.19
4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE
(SELECT BACKFILL) OF 7HE SPECIAL
FLOW LINE IS MAINTAINED.
PROVISIONS
5. ALL EXCAVATION AND BEDDING AND BACKFILL MATERIALS
PROPOSED 12° SEWER PIPE
BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN
PROPOSED 16° WATER PIPE
7HE TRENCH EXCAVATION SAFETY SYSTEMS BID ITEM.
FOR SEWER PIPE- PIPE ZONE MATERIAL PER SEC77ON
9- 0312(3) GRAVEL BACKFILL FOR
PIPE ZONE BEDDING.
FOR WATER PIPE PIPE ZONE MATERIAL SHALL BE
NA77VE MATERIAL UNLESS DEEMED
UNSUITABLE BY THE ENGINEER,
7HEN BANK RUN GRAVEL FOR
��{� �+
7RENCH BACKRLL PER SECT70N 9 -03 19. SANITARY SEWER AND WA ER PIPES
/TRENCH
TYPICAL BEDDING AND BACKFILL
EXCA VA 77ON OF UNSUITABLE SOIL AND
BACKFILL OF FOUNDA77ON MA7ERIAL
(IF NECESSARY) DEP774 AS APPROVED
BY ENGINEER. MATERIAL SHALL MEET
SEC77ON 9 -03 9(1) BALLAST
SAWCUT EXIS77NG ASPHALT (TYP) SAWCUT EXIS77NG ASPHALT (TYP)
6' MAX. 17' MAX.
PAYLIMIT PAYLIMIT
I
8° HMA \ \ \ \\
o U oU CLASS 112° Uo 4-16PG 64 -22 'M{N. - � MIN_ S FACING MW_ _
SURFACINGuTOP
COURSE
WATER MAIN WATER MAIN 5 f SEWER MAIN
TRENCH BEDDING TRENCH BEDDING TRENCH BEDDING
AND BACKFILL PAY AND BACKFILL PAY AND BACKFILL PAY
LIMIT OF TRENCH LIMIT OF TRENCH LIMIT OF TRENCH
EXIS77NG ASPHALT
THICKNESS VARIES EXISTING ASPHALT
THICKNESS VARIES
WA TER MAIN
TRENCH ONLY
NOTES:
1. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED PER SPECIAL PROVISION
5 -06.1 AT END OF EACH WORKDAY. THIS WORK IS INCIDENTAL TO ALL TRENCH RESTORATION
WORK.
2. THE JOINTS FOR FINAL PATCHES SHALL BE A MINIMUM OF 1' BEYOND THE UNDISTURBED EDGE
OF THE TRENCH. JOINTS SHALL BE SAW CUT AS DESCRIBED IN THE PATCH DETAILS UNLESS
APPROVED BY THE ENGINEER.
3. ALL TEMPORARY PATCHES ON UTILITY TRENCHES SHALL BE PERMANENTLY PATCHED WITHIN TWO
(2) WEEKS OF COMPLETION OF THE INSTALLATION OF THAT UTILITY WORK UNLESS APPROVED BY
THE ENGINEER. THE ENGINEER WILL ALLOW PORTIONS OF TEMPORARY PATCHES TO REMAIN
WHERE ADDITIONAL TRENCHING WILL BE REQUIRED FOR ANOTHER UTILITY.
4. THE FINAL PATCH SHALL BE 8" HMA CLASS 1/2° PG 64 -22.
5. ALL ASPHALT PATCH AREA OUTSIDE OF PAY LIMIT SHOWN SHALL BE CONSIDERED INCIDENTAL TO
OTHER ITEMS OF WORK.
6. ASPHALT PATCH CONFIGURATION AT 8TH AND 10TH SHALL BE DETERMINED IN THE FIELD BY THE
ENGINEER BASED UPON TRENCH I
is d
- 1'
MIN.
— 8" HMA
CLASS 1/2°
PG 64 -22
6° CRUSHED
SURFACING TOP
COURSE
PARALLEL WA TER AND
SEWER MAIN 7RENCHS
ASPHALT CONCRETE PAVEMENT
RESTORA 77ON DETAILS
NTS
REVISION
EXISTING WATER 4't SEWER MAIN
MAIN TRENCH PATCH TRENCH BEDDING
AND BACKFILL PAY
LIMIT OF TRENCH
6'
SEWER MAIN
TRENCH ONLY
IA
1/2..
1 -22
FD
SE
HORN
v� DF WASy /2
e of `ham
ss QNAL?
(EXPIRES 8/21/09 I
a�
MAB ('ITS CITY OF DUVALL AVE NE 08 -14 -07
_ RENTON WATER/ SEWER PROJECT "
DATUM
JDH rror«Ee+cx Planning /Building /Public Works Dept. MISCELLANIOUS DETAILS S -3363
DATE APPR DMc / Ac a� ".a. X11 OF 11
xcutr 5 -3363
FhA
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I=
TRACT A CB RIM= 436.78 z °
IE 12 "CPEP(NW)= 434.23 vo Z)
UND INT
SDMH RIM= 437.44
IE 12 "CPEP(E)= 433.69 I
IE 15 °CPEP(W)= 428.54 �
TRACT B I
UND INT 12 "CONC (STA 13 +63)
STRUCTURE FLUSH EX. FIRE HYDRANT
TL# 730310 -7777
CB RIM= 437.73 6' FENCE o4
IE 12 "CPEP(E)= 434.28
IE 15 "CPEP(N)- 434.28
IE 15 "CPEP(S)= 434.13 T
-00
W EX. 16" DI (W- 2950) as
438 G
G
G
STA. 13 +00
TL# 102305 -9005
G
-G-
7 '
IL= 465.2
15 "CONC
SDMH RIM = 437.69
IE 12 "CONC(NE)= 428.09
IE 15 "CONC(W)= 425.99
IE 12 "CONC(E)= 425.94
I
W
tl
f
ST . 14t€
J
O
Ln
w
O
O NOTE: !
CD ► SW SEC 10 TWN S H P 2 R I V BORING 2, (LOCATED STA 20 +05) WHICH JUST
N + I 9 9 TAPPED BELOW THE TILL INTO THE
�a I CONNECT TO EXISTING 16" WATER LINE UNDERLYING OUTWASH AT APPROX DEPTH
w I SEE CONNECTION DETAIL #2 ON SHEET 10 OF 11 20.5' ENCOUNTERED GAS WHICH MAY HAVE
Qo o I I STA, 14 +02, LT, 22' BEEN METHANE TRAPPED IN THE OUTWASH.
cc Q I REMOVE EXISTING 16" PLUG AND INSTALL: THIS WILL NOT LIKELY IMPACT CONSTRUCTION
o (1) 16" GATE VALVE (MJxMJ) DUE TO THE THICKNESS OF LOW PERMEABLE 00
NO ADDRESS
10' 16" DI PIPE SOILS CAPPING THE OUTWASH. CONTRACTOR
o
438— I (1) 16" SLEEVE (M J) SHOULD MONITOR FOR POTENTIAL PRESENCE ,
OF GAS IN THE TRENCH EXCAVATION AT THE
w I 1Z# 143765 -0230 TIME OF CONSTRUCTION.
I- STA, 14 +13, LT 22'
30.00' 30.00' I 16" 45' BEND (MJxMJ)
I CONCRETE BLOCK
of I SSMH COR# 35
I RIM= 437.61
L CHNL 8 "CONC(E -W)= 426.26
��
�� I 20"DEC TWIN
3 I f� 30 DC
\ - 4,36 -
NOT SHOWN ON PSE MAP
PER LOCATE PAINT o
0
cV
\16'
(B 1 +00=
4 +16.7858 A
STA. 1,5 '00
)
0
wI
I I
i
I�
ICD
�
I
5' FENCE
STA, 14 +55, RT. 22'
16" 45' BEND (MJxMJ)
CONCRETE BLOCK
#13725 SE 116th ST.
TL# 102305 -9112
TRACT A
436
435 ---- _
— . . . . . . . . . . . . — . . . — . . .
STA. 16 +00
N
X345 LF 16" DI, CL. 52 W /POLYWRAP
B-1 � 435
�__435
— 438 - --
5' FENCE 12 "DEC 8 ^DEC t 5' 48 "DEC 43 6' FENCE
ANY NON -PAVED AREAS THAT
ARE DISTURBED SHALL BE
RESTORED TO ORIGINAL
CONDITION OR BETTER (TYP)
. 1
w- ..
. . . — . . . — . . . — . . 434
NOT SHOWN ON PSE MAP O
43S
00
STA. 17 +00 STA. 18
635.22'
NEW 12 SS �^
X35 V /
. 4 433 4
— 20 "DEC 24 DEC s — 3' -fENCE —
STA. 17 +35, RT. 22'
16" GATE VALVE (MJxMJ)
#11606 137th AVE. NE
TL# 102305 -9305
5
430. --- -. —_ —_
425 ....... ...:.........:. ........ :...................... ..................... :. .......... ......... ........ I............... :..
237 LF- of 12- PVC :0 1.309'
............ :............. ....'............:................... :......... :........................... ..: 42:
AS -BUILT IFORMA TION BASED
UPON FIELD SURVEY PERFORMED
MA Y ,, 2008 BY PL S, INC.
EXPIRES 8/21/09
1 AS -BOIL T DRAWINGS
N0. I REVISION
SURVEYED:
DESIGNED:
MAB
DRAWN:
MAB
MAB 10 -08 CHECKED*
JDH
BY DATE APPR APPROVED:
DMC
SCALE
1 " =20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
08 -14 -07
D U V A L L AVENUE SEWER MAIN FIELDBOOK:
DUVALL AVENUE NE PAGE:
DRAWING NO:
NE 8TH STREET TO N E 10TH STREET S -336:
SHEET: OF OF: 1 1
SI-131316 31.
LLJ
z
C)
LLI
3
0
ry
n
Gj
u-
cy)
(0
c1l)
cy)
N
CL
r---
(J�
0
0
00
(J-)
III
z
U
M7
U)
Y)
0
0
CN
I---
(�
U
18+00 19+00 20+00 21+00 22+00 23+00
........................... ...... ......... 1.1— .......... -- ......... .............. --- .......... ............. I ........................ .....................................................................
0 Rr ?& STA 22+50.07 RT 11-56' 440
1N,51rAU'NM48w MH - .......
RIM � 430.55
jE f2eft 419.451! IE 12-(S) 41913-
&= 0jg&3=— 1E 12*(N) 419.18
.........................
435
A S- BUILT INFORMA TION BASED
UPON FIELD SURVEY PERFORMED
MA 2008 BY PLS, INC.
JEXPIRES 8/21/09
SURVEYED:
DESIGNED:
MAB
DRAWN:
MAB
MAB 10-081 1 CHECKED.
I JDH
BY DATE I APPR I APPROVED:
DMC
SCALE:
1 v*=20#
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
08-14-07
CITY OF -
DUVALL AVENUE SEWER MAIN FIELIMOOK:
RENTON PAGE:
DUVALL AVENUE NE DRAWING NO.
Planning /Building /Public Works Dept. NE 8TH STREET TO NE 10TH STREET S-3364
SHEET: OR
8 OF 11
0,h , 5 -, 3a, Co
Si 131316131 1-
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1 835 -139th AVE SE
.
/
15 I
11843 -139th AVE SE
11847 -139th AVE SE
NO ADDRESS
N
TL# 143765 -0140
I
I
14
7L# 143765 - 0130
/
7L# 143765 -0120
7L# 102305 -9409
I
I
13
12
TRACT E
SD RIM = 428.30
/
(n
c
—
EXIST.
8" W (WD #90)
I
IE -424.1
15 "CMP
I
I
J
--_ _ _ __
432
/
W
430
----_ --
_
--___ - -"--
3 -12 "DEC TWIN
IE =423.0
I
I
x ❑
a�
W
gap
OHL -- - _ _
6 DEC
I
i
-''.429 -�
(J /
NOT
SHOWN ON P
g29
430
431
00
I 42�,
MAP
GRAVEL
423
424
G
S TA .
426
S07 °01'02 "W
STA. 25+00
N S _ TI 13
426
+
A= 6 °58'59"
(�
-105 LF 16" Dl. CL 52 W /PO LYWRAP
-N 12- SS
-""
�-
-
'
_ L= 195.00'
27
+00
CB RIM-428.85
---
—�
—'
—
429
IE 15 "CPEP(S)= 424.20
"
9
428
®® H L ry
SSOdI
--- -"'_
---- -- -- ----_
w
g2,
S.SMH jff
----_ 427
_
---- �—
f
-- --__
EX. 16" DI (W-2716)
EXIS
16" GV
(
EXIST.
12" GV
(�
EFLECT PIPE JOINT 22' RT
IN VAULT
IN
VAULT
ROM STA 23 +00 TO 25' RT @24+00
B E FENCE "DEC
g
'
SD
3
W
8 DEC g "DEC
"
"DEC
3
2
8
CONIC WALK
NOTE:
ANY NON -PAVED AREAS THAT ARE
x
8 "DEC 8 DEC
$ "DEC ,""'__'---
"DEC
—
DISTURBED SHALL BE RESTORED TO
-
6'
CB RIM = 428.53
8
8 "DEC
8 "DEC
8 "DEC
Z
ORIGINAL CONDITION OR BETTER
STA. 24 +05, RT. 25'
��
E 15 "CPEP(N)_423.58
"CPEP(S)-
CB RIM = 427.33 r/
\
n-
l
CONNECT TO EXISTING 16" DI WATER
11
IE 15 423.48
IE 15 "CPEP(N)= 422.83
IE 15 "CPEP(W)= 422.73
a
9
`J
SEE CONNECTION DETAIL #3 ON SHEE
10 OF
TL# 238520 -0050
1 - 16" SLEEVE (MJ)
5
N
J
�
FL# 238520- 0040
_
N
'
0
�
16" DI SPOOLS
WMH= 427.50
�^
�
o
4
TL# 238520 -0030
TL# 238520 -0020
TOP 16" DI PIPE =423.3
C7
C� c
N�
75
WMH= 427.18
°
y �
SSM
COR# 93
3
2
TOP 12" DI PIPE =422.7
0
z
RIM=
26.91
NOTE:
30.00'
30.00'
Z
CL c
NL 12 °PVC
E -w)= 416.01
BORING 2, LOCATED STA 20 +05) WHICH JUST
TAPPED BELOW THE TILL INTO THE UNDERLYING
CB RIM- 426.64
IE 15 "CPEP(N)= 422.54
OUTWASH AT APPROX DEPTH 20.5'
IE 15 "CPEP(W)= 422.34
GAS WHICH MAY HAVE BEEN METH DD
�
IN THE OUTWASH. THIS WILL NOT LIKELY IMPACT
CONSTRUCTION DUE TO THE THICKNESS OF LOW
PERMEABLE SOILS CAPPING THE OUTWASH.
7L# 238520 -0010
CONTRACTOR SHOULD MONITOR FOR POTENTIAL
1
PRESENCE OF GAS IN THE TRENCH EXCAVATION
AT THE TIME OF CONSTRUCTION.
27 +00
26 +00
...............................
25 +00
3
24 +00
..........................................................
=
RIM 426 91
23 +00
6 01
CL CHN 12 (- ) =41 .
STA. _24 +05
: -
-
430
.
:
CONN =ECT TO EXISTING
16" W
=
.
:
430. .....................
..................
:
GRADE AT
CENTERLINE
:
:
4 MIN. COVER (TYP.)
425
:
±105 LF 16".-.Dl CL. 52- W POLYW:RAP
EX: 16"' :DIP
(W= 2:716)
............................
:
....................
..........:.....
:42 .......
S- 336307
415
= ' _m
�d
0
J
O
0
00
w
Q
z
w
0
n
w
Z
J
M
M
M
Al
1
N
1
I
IN VER T +26-
425.1
EXIST 8
WEST —
ME
NI
�Z
W O
Z
EXIST 8"
EAST
nc c c_
I °4:2&. &.TT
425.67
MAIN CHANNEL (E do S)
SHALL MA TCH CROWNS
SSMH #7 CHANNELIZATION
NO SCALE
SA WCUT EXISTING ASPHAL T (TYP)
-1'-
MIN.
6' MAX. so
PA YLIMI T
WATER MAIN
TRENCH BEDDING
AND BACKFILL PAY
LIMIT OF TRENCH
4'
MIN.
— 8" HMA
CLASS 1/2"
PG 64 -22
6" CRUSHED
SURFACING TOP
COURSE
PAY LIMIT
TRENCH BACKFILL
6' -0" FOR 12" SANITARY SEWER LINES
4' -0 FOR ALL WATER MAINS
1' -0"
6"
SEE DETAIL FOR ASPHALT
CONCRET PA VEMEN T
RESTORATION REQUIREMENTS
BACKFILL MA TERIAL
NA TI VE IF APPROVED BY ENGINEER OR
IMPORT PER SECTION 9— 03.19
(SELECT BACKFILL) OF THE SPECIAL
PROVISIONS.
PROPOSED 12" SEWER PIPE
PROPOSED 16" WATER PIPE
NO TES
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3 COMPACT PIPE ZONE MATERIAL TO 907. MINIMUM DENSITY
EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE
HAND TAMP ONL Y
4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE
FLOW LINE IS MAINTAINED.
5. ALL EXCA VA TION AND BEDDING AND BACKFILL MATERIALS
BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN
THE TRENCH EXCA VA TION SAFETY SYSTEMS BID ITEM.
/ A IA-i IT r\,i!' A I/ A /'mil -l( , A I T /= %// ,
EXCA VA TION OF UNSUITABLE SOIL AND
BACKFILL OF FOUNDATION MATERIAL
(IF NECESSARY) DEPTH AS APPROVED
BY ENGINEER. MATERIAL SHALL MEET
SECTION 9- 039(1) BALLAST
WATER MAIN
TRENCH BEDDING
AND BACKFILL PAY
LIMIT OF TRENCH
4'
EXISTING ASPHALT
THICKNESS VARIES
NOTES:
1. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED PER SPECIAL PROVISION
5 -06.1 AT END OF EACH WORKDAY. THIS WORK IS INCIDENTAL TO ALL TRENCH RESTORATION
WORK.
2. THE JOINTS FOR FINAL PATCHES SHALL BE A MINIMUM OF 1' BEYOND THE UNDISTURBED EDGE
OF THE TRENCH. JOINTS SHALL BE SAW CUT AS DESCRIBED IN THE PATCH DETAILS UNLESS
APPROVED BY THE ENGINEER.
3. ALL TEMPORARY PATCHES ON UTILITY TRENCHES SHALL BE PERMANENTLY PATCHED WITHIN TWO
(2) WEEKS OF COMPLETION OF THE INSTALLATION OF THAT UTILITY WORK UNLESS APPROVED BY
THE ENGINEER. THE ENGINEER WILL ALLOW PORTIONS OF TEMPORARY PATCHES TO REMAIN
WHERE ADDITIONAL TRENCHING WILL BE REQUIRED FOR ANOTHER UTILITY.
4. THE FINAL PATCH SHALL BE 8" HMA CLASS 1/2" PG 64 -22.
5. ALL ASPHALT PATCH AREA OUTSIDE OF PAY LIMIT SHOWN SHALL BE CONSIDERED INCIDENTAL TO
OTHER ITEMS OF WORK.
6. ASPHALT PATCH CONFIGURATION AT 8TH AND 10TH SHALL BE DETERMINED IN THE FIELD BY THE
ENGINEER BASED UPON TRENCH LIMITS.
5'± SEWER MAIN
TRENCH BEDDING
AND BACKFILL PAY
LIMIT OF TRENCH
6'
A ® A A
(MA
>S 1/2"
54 -22
HED
ING TOP
E
7 I AS —BOIL T DRA
NO.
REVISION
r..t�
SCALE:
NTS
ONE INCH
JDH
AT FULL SCALE
mmm���
IF NOT ONE INCH
SCALE ACCORDINGLY
EXISTING WA TER 4'f SEWER MAIN
MAIN TRENCH PA TCH TRENCH BEDDING
AND BACKFILL PAY
LIMIT OF TRENCH
6'
AD
VERTICAL.* NAVD 1988
40RIZONTAL. NAD 1983/1991 &R Cl TY •
RENTON
Planning/Building/Public Works Dept.
IA
i 112'
1 -22
ED
G
)SE
EXPIRES 8/21/09
DUVALL AVE NE
WATER/ SEWER PROJECT
MISCELLANIOUS DETAILS
NOOSE
08 -14 -07
DBOOK:
1.
S -336
11 OF 11