HomeMy WebLinkAboutzS-2908SetNW 1/1 SECT 10, TWP 23 N, RGE 5 E, W.M.
Now I
CITE' OF.. RENTON
SITE IMPROVE T PLANS
LEGAL DESCRIPTION: DRAWING INDEX:
THAT PORTION OF THE SOUTH HALF OF THE NORTH HALF OF THE
SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10,
TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHWEST CORNER OF SAID SUBDIVISION;
THENCE SOUTH 88 °24'43" EAST ALONG THE SOUTH LINE THEREOF,
238.19 FEET;
THENCE NORTH 00 °17'24" WEST 196.95 FEET TO THE SOUTH LINE OF
THE TRACT OF LAND CONVEYED TO RAY L. HARRIMAN BY DEED
RECORDED UNDER RECORDING NO. 3574788;
THENCE NORTH 88 °26'09" WEST ALONG THE SOUTH LINE OF SAID
HARRIMAN TRACT, 238.35 FEET TO THE WEST LINE OF SAID SOUTH
HALF;
THENCE SOUTH 00 °26'04" EAST ALONG SAID WEST LINE 196.78 FEET TO
THE POINT OF BEGINNING;
EXCEPT THE SOUTH 92 FEET THEREOF;
AND EXCEPT THE WEST 30 FEET FOR COUNTY ROAD;
SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF
WASHINGTON.
CONSTRUCTION SEQUENCE
(1) Schedule and Attend a pre— construction conference
with City of Renton Engineering Staff.
(2) Flag clearing limits.
(3) Install construction entrance.
(4) Install perimeter protection (filter fabric fences, silt fence, etc.).
(5) Install utilities.
(6) Protect exposed soils as required.
(7) Remove TESC measures after permanent facilities and stable ground
cover become established.
C0.0 COVER SHEET AND INDEX
C1.1 TESC PLAN, DETAILS & NOTES
C2.1 UNION AVE NE SEWER PLAN & PROFILE
C2.2 NE 9TH PLACE SEWER PLAN, PROFILE, DETAIL & NOTES
C2.3 SANITARY SEWER DETAILS
C2.3 SANITARY SEWER DETAILS
C9
(((1��``�� - a HE R[I PL \ Sae 'YA -. -vnxK SE
.E z 2 e n m 102 "[
�ZZNO H 00 s�vye a SE 10380 ST
NE 21ST { o T N Z2N0 ST ¢ ] 3 SE e b 104TH ST
5 !E` Q N s LL �� aoa �a 2900
ST i o o tb SE IIOSiH rn -.
20TH °M -
i 2300 xE _yI g �T xz �=Q �` HONL CREEK' IT i 'a
wH IT 1M/RTN 3 sl OPE SPACE L =E 06TH ST NE
1Tx"' i ST HIGNLAN&S . 13000 0:00
19 . PARK
_ i l
NE
Peso s 3H0oai� ET yoy`
ST S NE THzPL'� 7N ¢ y HE 141N ST
p NE"
w NE .3TH ST
cT NE I e I �� moo° _-..f ] 9TH . °� ST
LEGEND
BURIED GAS LINE
UNDERGROUND POWER
- -- - - UNDERGROUND TELEVISION
-- UNDERGROUND TELEPHONE
WATER LINE
SANITARY SEWER
STORM DRAIN
DRAINAGE COURSE
CHAIN LINK FENCE
CATCH BASIN
FIRE HYDRANT
CATE VALVE
WATER METER
POWER PEDESTAL OR TRANS.
TV VAULT
SEWER MANHOLE
TELEPHONE PEDESTAL
LIGHT STANDARD
UTILITY POLE
POLE GUY WIRE
PHONE MANHOLE OR VAULT
234.21 EXISTING SPOT ELEVATION
TREE LEGEND
DECIDUOUS TREE AL =ALDER
O MP =MAPLE
DS= DECIDUOUS
AL12 - -TRUNK DIAMETER (IN) MA= MADRONA
OK =OAK
TYPE CH= CHERRY
EVERGREEN TREE CE =CEDAR
DF- DOUGLAS FIR
HE= HEMLOCK
DF18 PI =PINE
195.2 EVG= EVERGREEN
HEIGHT AGL IF MEASURED
TREE DRIP LINES ARE NOT TO SCALE. TREE SYMBOLS
REFERENCE TRUNK LOCATION ONLY. TRUNK DIAMETERS
p WERE APPROXIMATED AT 3.5' TO 4' ABOVE GROUND
z LEVEL. TREES SHOWN ARE FOR REFERENCE ONLY AND
OTHER TREES AND VEGETATION MAY EXIST.
CT 6T HE
20tH
w 1STH 3 W
e 19TH T M
ova a -.mn]e
CONTACT INFORMATION
OWNER JOHN E. PETERSEN JR.
748 VASHON PLACE NE
15
rr�pc °� E "F
RENTON, WA 98059
NTH �
(425) 226 - 6169.
ENGINEER HAROLD M. DUNCANSON, P.E.
DUNCANSON COMPANY, INC.
r /
14212 AMBAUM BLVD SW, #301
BURIEN, WA 98166
(206) 244 -4141
=1zTx " SE
sr
yOLINHN
SURVEYOR JACK SIEBERT, PLS
x `�' IT 1 -I
H
a
TRI- COUNTY LAND COMPANY
4610 200TH ST. SW, SUITE A
LYNNWOOD, WA 98036
1Dix =APL` lal
(425) 776 -2926 .
`�' ` �:lOTH LN
Fy' z NE 10TH 5< L �spN E ¢ NE ..10TH ' ST HE T
'p "H 9TH PL 1 w '¢ ° 500 B00 TH PL
E 9TH ST 9tH PL
[WA IS xExxl sE llet
S. • ! � _ FSj eE PARK PA.%E� o
c /"
N TH ST NE eT P Hied), as � � �4 9 a "cr `" � SITS R 1( CAUTION!
RENTON W 21011E PARK E 7TH xE E 8TH ST _
o E 0 �IH HE °� ° °w NE 7TH ST¢ N ST¢ =7TxP HE 7TH s s'; UNDERGROUND UTILITIES EXIST IN THE AREA AND
xE s7N t- - a 51'` NE 1- %E 121 UTILITY INFORMATION SHOWN MAY BE INCOMPLETE.
¢3300 E xE7tH9L z �I STATE LAW REQUIRES THAT CONTRACTOR CONTACT
(1i ST "x c nL o C PL f z NE sri T i 57 n e SE 1221
CITY OF RENTON BENCHMARK NO 1848 - _° xRE xE7 'F' ew' ci "'xNPL - -- THE ONE -CALL UTILITY LOCATE SERVICE AT LEAST
1 -1/2" BRASS DISK IN CASED CONCRETE T xx " 60i P "E I 48 HOURS BEFORE STARTING ANY CONSTRUCTION.
��f / ✓'/ V MONUMENT CONSTRUCTED
NE 8TH COURT AND UNIONECTiON
AVE VENNE
OF VICINITY MAP p 1 -800- 424 -5555
EV= 411.28 u7s
_A _ -" PROJECT ADDRESS: 9XX UNION AVE NE RENTON PERMIT # 0010134
Iz77 .
REVISIONS a of "AS 9� P �� yy�� pp ppp��� yy N p
DUNCANSON COMPANY, INC. � DATE MARK NATURE MADE REVD S H\\ IIO N � T A\\ R V SEWER IN\ /AI //\\ � IIO T IL. Ilg II S � 11 p III II
JOHN PETERSEN " `' /14/01 -- PER CITY OF RENTON COMMENTS TES HIdD F 2'� id�1\1 101 \ \VII 8/114 U II \ \V / /101 8/1 -.]1� lul �� IIL� lul \\clll llF_9N II \ \VII
/ }II Civil Engineering � Suncying � Land Planning \ / ^ � I 0 u
14212 Ambaun] Boulevard STY, Suite 301 748 �/ A S H O I \j PL ; V C / / I �I o) UNION j� fl
J,wtk, rw 206.24 - 98166 r `I, 1 Q n DRAWN: UEC DATE: 2 1 3 01 CHK'D: HMD �7 O� %�1 ®/ E NE AND D N E 9TH PLACE
RENTON, 98059 DC) PROJECT NO: 01795
F" 206.244.4441 L
All work done in ccortlA with the City of Renton Plans and al Provisions. C 0 V E R SHEET sH�' C 0 . 0 of 6
effect on the date shown above, end suPPlemenfad by Special Provisions. i EXPH1E$
1VWp ��� ®1fiAi
"„1ervt1J JUL 2 7 Y001
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m
cy,
Z�
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a
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b� N
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1�
NW 1/4, SECT 10, TWN 23 N, RNG 5 E, W.M.
I NOTE: 1
N00 ''7'32 °W v; NO RECORD OF SIDE SEWER EXISTS
I ',PCSFD ''„RE_ - - - c (THIS RESIDENCE. IF A SIDE SEWER
OJJ 104.86' CONNECTION EXISTS RECONNECT RESIDENCE
NCE
c 10 -, ro TO NEW SEWER EXTENSION EPP CITY Or
_ EX:S. 15 INGRESS EGRESS z
RENTON STANDARDS. COORDINATE f+NY
- �RF R01,v I EASEMENT, PROPOSED 15' SEWER SERVICE INTERUPTIONS OATH T1-E
TERL!NE T T v! SANITARY SEWER EASEMENT CITY OF RENTON AND RESIDENT_
5 J
I
� j x
! I
1 I
I
I EXIS 3 POR- _
/ I FIRE H.YDR^.ti
SIDE SEJdER INFORMATION
TL 'FIN FLR.
STATION
LEN.
SLOPE
iE OUT
I IE END
295
EX 415±
11+18.89
1 19 LF
2%
409.30
409.68
233
,MIN.413t
1 11 +77.61
19 LF
2%
409.60
409.98
118
'EX. 417±110+95.32
EX CB E 2
24 LF
2%
409.19
409.67
379
IEX. 418±111
+83.46
24 LF
2%
409.63
410.11
PRO '�StC SIC WER
" --- • -'.5'� I
I
II
Xi�1
NOTE: SIDE SEWER ELEVATIONS DEPEND ON THEIR
LOCA ?ION ALONG THE SEWER MAIN LINE. MAINTAIN
ti \Et ii'1N 'r F NAL
o° I I --1
I
HO 'SE
I 2% SIDE SEWER SLOPE FROM SEWER MAIN LINE.
_
T P _- r, .I FD
t CL ' I EXIST
r�
414_
I
T
P i d P OP x_.10_-
- I LOUSE
�r -415±
1
I
R 1 NTFRSECTION EQUATION STATION !
EXIST 12 -! 11 STA '00 +00 UNION AVE NE = I I I l r
REMOVE XIST
EX CB E 2
r EXIST GRAVEL DRIVE
-EXIST US
CONC SD I STA 10 +00 9TH PLACE NE 14'C
`^
RIM G:6 34
EX SS!.'.H ;2 -8)
EX :S-
I
I WEST AUL 95 LF 8^
! ! EXIST OVERHEAD REMOVE EXIS
4 RESTORE :?H MIN
° -'
IL EXIS?
22+1' 93, 0.69 L
-OUSE
FF i 7T
of {f }I
0 X1.1 I
+
C
1/2° C� C OVER
2 -1/2" CSBC /
P 110
FX ST
P V 6 02
I I.J =407 78 N, 8 CONNECT
J
1 z
RIJ =4i7c2 P / ".74
I
DECK
C X'ST B007 OR COLLAR'
GUT =407 68 S, R (EXIST)
F=414.. 7, vN, 8" _=413-29, �', IJ
I
o I 1
-EXIST HEDGE PROPOSED 10' SANITARY
�
E 3 ? '2",
E
i� -D VERIFY IF)
2 48'
siA ,D +379 � ,E 9 H ,�
�
1
MATCH �I E i
� SEWER EASEMENT �
-
I
I
EXISTING WATER SERVICES EXISTING GRADE AT CENTERLINE
,-STA 20 +16.64 - 20 +21.20 /-OF SANITARY SEWER EASEMENT
IE =414± (IF APPROXIMATED) .
_
490802
I
.0
S'A 20 C 058 - (ES^MNT)
RiM= 7,58
-DF12
EXIST FENCE FENCE TO BE
STA 10 F01 LOWING gSANITAR
r
EXIST
MAILBOX,
I T
!E !N=408 .89 E, 8'
F-RESTORED -
CONSTRUCTION SEWER EASEMFNTi
XST 10' SS
-"P.
fPE 1
E X CB
.SEPXnI.A L ?
E' "- 7G C g"
EQUATION
' '"
i
=
EASEMENT j
N
I
,
+RIM 416 C9
! !E= 41347, Ss..
I L DRIVE
8
\ ERSEC iCN STA
-3� G2 9TH PL NE
I I
-I!__ - -
202 LF 8° PVC
f
0'0 .0
22= "0 t
S-_1 -„N'APY SEWER EASEMENT
p
I
-
-
1 -1/2" BRASS ��ISK N CASED C:JVCRETE
o
I-I PVC SS
a
l
104.82'
I f
. . . .410
OF NE 8-H CO,R- 'ND �N:ON AVE
NE
ELEV= 411.28
o a w E
202 L S= 0.005OFT /rT
wlm
EXIST 5' CON C
-
30'
a -
8 PVC
SiDENALK
w
I
o } SSM H� 1 TYPE 2 4B" NOTE: •
r
I
408 SSC
�- c o RIM-417.58 SEWER PIPE LENGTH I REMOVE EX 8" 89 E
=., R1M= 415.63 -
11 O
w I IE IN SHOWN IS FROM CENTER
'
EX SSMH, TYPE 2, 48"
_.._.__� am+'A
-
102.
59+0o i EXIST 44' ASPHALT
N00'25'03 °W
-
A, 1
CAUTION!
CAU-I IION!
101 +p0
i
.,O0 . z of . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
°i
. . . . . EXIST BOOT OR COL ARNNECT.400 -:
IE OUT 40 68 S, 8' (EXIST) sx
CC .
/
o ,p IQ 40
o�
(FIELD VERIFY IE)
UTILITY INFORMATION SHOWN MAY BE INCOMPLETE.
STATE LAW REQUIRES THAT CONTRACTOR CONTACT
EX! ST VERTICAL
�,RB L ti-_ GL R_ UNION
AVE
NE
ii
48 HOURS BEFORE STARTING ANY CONSTRUCTION.
IN FEET)
. . . . . .
. . . .
1 -800- 424 -5555
Horizontal: 1 inch = 20 ft.
20 +00 20 +40 20 +80 21 +20 21 +60
22 +00 22 +40
Vertical: 1 inch = 5 ft.
ROLL 173
'm
Z.
_m
�h
z
b o�
a
m� N
bm N
°z
C�
N
M
II
1-
I
T
\._
R 1 NTFRSECTION EQUATION STATION !
EXIST 12 -! 11 STA '00 +00 UNION AVE NE = I I I l r
REMOVE XIST
EX CB E 2
-EXIST US
CONC SD I STA 10 +00 9TH PLACE NE 14'C
`^
RIM G:6 34
\
I WEST AUL 95 LF 8^
! ! EXIST OVERHEAD REMOVE EXIS
1 26 N 12•'
EXIST ROW -
F POWER LINES SCO 836
x'S. V R,i� AL `LINE. TYP. I I S ( )
E=4 i.1G 5 -2••
F .12.99 tits, 8,.
+
C
1. X Cg, yP� -,\, X B, T1P_ 2_
uRB AND GUTTER STA 21 +16.54, 0.58 L
_ FXIST UNDERGROUND
LGAS
NE. 8°
RIJ =4i7c2 P / ".74
EXIST 5' CONC 90W
MAIN LRGWC�.
7
F=414.. 7, vN, 8" _=413-29, �', IJ
SIDE IVA_ K TYP.
�
E 3 ? '2",
430 _ _ _
_ :430
EXISTING WATER SERVICES EXISTING GRADE AT CENTERLINE
,-STA 20 +16.64 - 20 +21.20 /-OF SANITARY SEWER EASEMENT
IE =414± (IF APPROXIMATED) .
_
490802
420; . . . . . . . . / . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . .420
.
i
RENTON
0'0 .0
CITY OF R N 011 BENCI'MARK NO 1848
Iw co REMOVE EXIST
- O Iz m
r8"
95 LT
-
-
1 -1/2" BRASS ��ISK N CASED C:JVCRETE
I-I PVC SS
a
MONUMENT P.• 'HE !;ONSTRU T--D .NTERStC
TOE ^,
a ^r. < r . . . . . . . . . . . . . . . . .
N �'
. . . .410
OF NE 8-H CO,R- 'ND �N:ON AVE
NE
ELEV= 411.28
o a w E
202 L S= 0.005OFT /rT
wlm
-
a -
8 PVC
w
o } SSM H� 1 TYPE 2 4B" NOTE: •
®� T)c
408 SSC
�- c o RIM-417.58 SEWER PIPE LENGTH I REMOVE EX 8" 89 E
=., R1M= 415.63 -
11 O
w I IE IN SHOWN IS FROM CENTER
'
EX SSMH, TYPE 2, 48"
_.._.__� am+'A
-
cn 21< IF OUT= 408.79 S,. 8" OF MANHOLE TO CENTER �' -409.1
Q I~ -
cnJ� OF MANHOLE.
RIM 416 02
-
A, 1
CAUTION!
CAU-I IION!
GRAPHIC. SG ALE
.,O0 . z of . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
°i
. . . . . EXIST BOOT OR COL ARNNECT.400 -:
IE OUT 40 68 S, 8' (EXIST) sx
UNDERGROUND UTILITIES EXIST IN THE AREA AND
o ,p IQ 40
o�
(FIELD VERIFY IE)
UTILITY INFORMATION SHOWN MAY BE INCOMPLETE.
STATE LAW REQUIRES THAT CONTRACTOR CONTACT
THE ONE -CALL UTILITY" LOCATE SERVICE AT LEAST
ii
48 HOURS BEFORE STARTING ANY CONSTRUCTION.
IN FEET)
. . . . . .
. . . .
1 -800- 424 -5555
Horizontal: 1 inch = 20 ft.
20 +00 20 +40 20 +80 21 +20 21 +60
22 +00 22 +40
Vertical: 1 inch = 5 ft.
SANITARY SEWER EA T PROFILE
PROJECT ADDRESS: 9xx UNION AVE NE
RENTON PERMIT # U010134.
DUNCANSON COMPANY. INC
1 r-, DACE
J ~ 1 �PL
1 REVISIONS
REVD
Y asc
� II�� II ii�� � \\ 99 ff�� ppp AA p/� FF�� FF-�� I� � � I� p II��
S %\\ 11 \\p I 11 /,'\\ �R T SEWER \\del/ E Ike In\ //p �\\ � II�II I�
t1FF III Ia p ,,�� II�a p
II E 11\\11 S � O 11\\11
MARK
NATURE
MADE
OF
I CI, 'II E, p 6 Sun ) ' 6 1 Pik., 9
e
7/48
3j/ '
DRAWN: AD DATE: 2/13/0-1 CHK'D: NMD
- - --
Seattle TVa ht ton 98166
P/ '06.244.4141
•
RRNTO.N�, WA 9B0 59 �
29647
=�'�
UNION AVE NE AND NE °9TI--@ PLACE
I
DCI PROJECT NO: 01795
T a, 106 '44.4441
A�sN
r
SEWER PLAN AND PROFILE
•�C2.1 oF6
e
no work ao�e a ceaace win the Sty of aeem� Pius ore sve
effect on ine tlate sM1awn ebave, and supplemenletl by Spec'al P
(F k"IV.E,S b {
/� 2,7_ ��y] Ap
WWAO -z of
may,
�. 7 t "n -C n? cI`Amm- nu o 9' gnni
ROLL 173
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a
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bm N
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DI
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Z
EXIST
HOUSE
FF =417f
NW 1/4, I SECT 10, TWN 23 N, RNG 5 E, W.M.
z
° Z
N U'. FUTURE ROW !�
r:l° CENTERLINE o
cli
I EDGE EXIST GRAVEL ZE
ACCESS ROAD, TYP. FUT I URE -- FUTURE
I I
EXIST 30' INGRESS, I R/W
EGRESS EASEMENT I�
f
PROPOSED FUTURE
35' ROW I SS I '
f
`10 I z + 0o
T 1 r-
I - - -
-- SS ( - --
EXIST 15' INGRESS,
EGRESS EASEMENT;
TL #
1
DF, SS 15,
STATION
SP18 I>-
2F30_ Q
IE OUT
-H
n}
o '!
D
111 +00 15'
(_
Sa8.26'17°
AL48
233
O I
11 +77.61
w
2%
r� NE 91-H PL
o
5 8"
o
SSMH 1, TYPE 2, 48" SS
ISTA 10 +35.95, 10.00 R NE 9TH PL)
z I
STA 20 +10.03, 0.58 L (ESMNT)
co
RIM-417.58
NW 1/4, I SECT 10, TWN 23 N, RNG 5 E, W.M.
z
° Z
N U'. FUTURE ROW !�
r:l° CENTERLINE o
cli
I EDGE EXIST GRAVEL ZE
ACCESS ROAD, TYP. FUT I URE -- FUTURE
I I
EXIST 30' INGRESS, I R/W
EGRESS EASEMENT I�
f
PROPOSED FUTURE
35' ROW I SS I '
f
`10 I z + 0o
T 1 r-
I - - -
-- SS ( - --
EXIST 15' INGRESS,
EGRESS EASEMENT;
9 +60 10 +00 10 +40 10 +8C 11 +20 11 +60 12 +00 12 +40
NE 9TH PLACE PROFILE
REVISIONS
DUNCANSON COMPANY, INC.
DATE MARK NATURE MADE R
Cit'I L g cring - Sun eying Land Planning JOHN PETERSEN 01 PER CITY OFRENTON COMMENTS HMD
14212 A,nbaum Bouled S[t� Saite 301 748 VASHON PL VC
DRAWN: JED DATE: 2/13/01 CHK'D: HMD
0 Seattle, 4166
Phone 206.244. 4141 RENTON,
DCI PROJECT N0: 01795
F 206.244.4441
All work done in ccordance witM1 the City of Renton Plans antl Speclfcotions
effect on th,i ente shown above, and supplemented by Special Provisions.
("Wp . 07 ®,p® e
0
;TION FUTURE 1/2 STREET IMPROVEMENTS
FUTURE
R/W
25' 25
i
5' I 0.5"
CONC VERT CURB & i
GUTTER, SEE DETAIL i
0.5'
THIS SHEET
\_CONC SIDEWALK
2" COMPAZ" YID DEPTH 4" VERT DEPTH
CL B ASPHALT
GRAPHIC SCALE 2 LIFTS REQUIRED
213 0 ro zo ca eo -5 -� 4" ATB
GRAVEL BASE CLASS "B"
PROP 8" MAY BE REQUIRED DEPENDING
( IN FEET) SANITARY ON SOIL CONDITIONS
Horizontal- 1 inch = 20 ft SEWER
Vertical 1 inch = 5 ft.
1 FUTURE 9TH PL NE
50' RIGHT -OF -WAY SECTION
NOT TO SCALE
SIDE SEWER INFORMATION
TL #
fE IN= 408.89 E, 8"
STATION
PROPOSED 15' SANITARY
SLOPE
IE OUT
IE END
295
o '!
IE OUT= 408.79 S, 8"
19 LF
(o SEWER EASEMENT
409.30
AL48
233
MIN.413f
11 +77.61
w
2%
=
o
5 8"
o
409.19
�F
co
10.0
STA 12 +38.95, 10.00 R
o
o FUTURE 1/2 STREET
EXIST
RiM= 415.08
IE OUT= 409.91 W, S"
"
II
I�
a IMPROVEMENTS, TYP.
HOUSE
FF =415t
EXIST o
SHED
N
Ri
PROPOSED SIDE SEWER
CONNECTION TYP. FINAL
I
III'
I PROPOSED 10'
LOCATION TO BE DETERMINED
yl
SANITARY SEWER
BY CONTRACTOR.
1
EASEMENT
+I
- -
104.32'
- - 104.O6'
EXIST
SHED
N88 °24'51 "W - - -
-
UNION 'AVE NE
R/W R/W
30'
30'
430
430
u W
a
I �
w
ED
of >w I J
o
¢z
z a
_
. . . . . . .
. . . . . . . . .
0-
0
z T
CU
Q
CENTERLINE FOR
E
EXISTING CE R
Z
0
a„n
Q
FUTURE 9TH PL NE, FINAL
TO BE DETERMINED
'
I
/.
GRADE
WITH PLAT ENGINEERING.
,v1l0+�
N OOII
.420
420 . o' .- � > /
a Q w _
H + J
.
410
410
S= 0.0050FT /FT
8." PVC
203 LF
_ .
. . . . . . .
NOTE:
SSCO 8 .
S 1 TYPE 2 48"
' . RIMr= 417.58
=41705.89
SEWER PIPE LENGTH
'RIM = 415.08
IF OUT= 409.91
'
W, 8"
(E 6, 8"
IE OUT= 408.79 S, 8"
SHOWN IS FROM CENTER
OF MANHOLE TO CENTER
.
OF MANHOLE.
400 _
. _ _
. . . .
. 400
9 +60 10 +00 10 +40 10 +8C 11 +20 11 +60 12 +00 12 +40
NE 9TH PLACE PROFILE
REVISIONS
DUNCANSON COMPANY, INC.
DATE MARK NATURE MADE R
Cit'I L g cring - Sun eying Land Planning JOHN PETERSEN 01 PER CITY OFRENTON COMMENTS HMD
14212 A,nbaum Bouled S[t� Saite 301 748 VASHON PL VC
DRAWN: JED DATE: 2/13/01 CHK'D: HMD
0 Seattle, 4166
Phone 206.244. 4141 RENTON,
DCI PROJECT N0: 01795
F 206.244.4441
All work done in ccordance witM1 the City of Renton Plans antl Speclfcotions
effect on th,i ente shown above, and supplemented by Special Provisions.
("Wp . 07 ®,p® e
0
;TION FUTURE 1/2 STREET IMPROVEMENTS
FUTURE
R/W
25' 25
i
5' I 0.5"
CONC VERT CURB & i
GUTTER, SEE DETAIL i
0.5'
THIS SHEET
\_CONC SIDEWALK
2" COMPAZ" YID DEPTH 4" VERT DEPTH
CL B ASPHALT
GRAPHIC SCALE 2 LIFTS REQUIRED
213 0 ro zo ca eo -5 -� 4" ATB
GRAVEL BASE CLASS "B"
PROP 8" MAY BE REQUIRED DEPENDING
( IN FEET) SANITARY ON SOIL CONDITIONS
Horizontal- 1 inch = 20 ft SEWER
Vertical 1 inch = 5 ft.
1 FUTURE 9TH PL NE
50' RIGHT -OF -WAY SECTION
NOT TO SCALE
SIDE SEWER INFORMATION
TL #
FIN. FLR.
STATION
LEN.
SLOPE
IE OUT
IE END
295
EX. 415t
11 +18.89
19 LF
2%
409.30
409.68
233
MIN.413f
11 +77.61
19 LF
2%
409.60
409.98
409.19
1409.67
118 EX. 4171 10 +95.32 24 LF 2% -
E
379 EX. 418±111+83 .46 24 LF 2% 409.63 410.11 r
NOTE: SIDE SEWER ELEVATIONS DEPEND ON THEIR
LOCATION ALONG THE SEWER MAIN LINE. MAINTAIN
2% SIDE SEWER SLOPE FROM SEWER MAIN LINE.
F;
SANITARY SEWER NOTES & SPECIFICATIONS:
1. All work materials shall be in conformance with the standards and specifications of 11. Backfill shall be placed equally on both sides of the pipe in layers with o loose
the City of Renton Utility Department and the latest edition of the WSDOT /APWA average depth of 6 inches, maximum depth of 8 inches, thoroughly tamping each
Standards and Specifications_ layer to 95 percent of maximum density. These compacted layers must extend for
2- The hours of work in the street right of way shall be limited to 8:30, .4a.m. to one pipe diameter on each side of the pipe or to the side of the trench. Materials
3:30 p.m. on weekdays unless otherwise approved in writing by the i9 to complete the fill over pipe shall be the some as described.
Planning /Building /Public Works Department at 235 -2620. All street closures, partial 12. Open cut road crossings for utility trenches on existing traveled roadway shall be
or full, shall be approved by the Planning /Building /Public Works Department 72 hours backfilled with crushed rock and mechanically compacted. Cuts into the existing
in advance. The Police Department, Fire Department, and 911 shall be notified 24 asphalt shall be neetline cut with saw in a continuous line. A temporary mix patch
hours in advance of any work in the right of way. !:t must be placed immediately after backfill and compaction. A permanent hot mix
3. All construction shall be in accordance with "Standard Specifications for Municipal patch shall be placed within 10 days and shall be per City of Renton current
standards.
Public Works Construction" prepared by Washington State Chapter American Public
13. Datum shall be City of Renton, U.S.C. and G.S.
Specifications. e stabilized to the
Works Association, latest edition (APWA) and City of Renton Standard Spec 14. All disturbed areas shall be seeded and mulched or otherwise
4. All locations of existing utilities shown are approximate and it shall be the satisfaction of the Department for t'ne prevention of on -site erosion after the
contractor's responsibility to verify the true and correct location so as to avoid completion of construction.
damage or disturbance. 15. All pipe and a dur ances shall be laid on a properly prepared foundation in
5. A preconstruction conference and a 24 hour notice shall be required prior to accordance with 7- 02.3(1) of the current State of Washington Standard
necessary leveling
starting new construction. It shall be the contractor's responwill l5e,`ac secure all Specifications for nd Bridge Construction. This shall y g
necessary permits prior to starting construction. (Inspection will t5e accomplished by of the trench b'o- the top o f the foundation material as well as placement and
a representative of the City of Renton.) It shall be the contractor's responsibility to compaction of ree e edding material to uniform grade so that the entire length
notify the Utility Department 24 hours in advance of backfilling all construction. of the pipe will b p orted an a uniformly dense unyielding base. Pipe bedding
6. Contractor is solely responsible for the means, methods and sequences of shall be pea gravel 6dbove and below the pipe.
construction and for the safety of workers and others on the construction site. 16. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D
7. It shall be the responsibility of the contractor to obtain street use and any other 3034, SDR 35, or ductile iron class 5D_
related permits prior to any construction. 17. In unimproved areas, manhole to extend minimum 6 inch and maximum 18 inch
8. Plans approved by the City of Renton, Public Works Department, tshall take above finished grade. In paved area, cover must slope in all directions to match
precedence over all other plans paving.
9. A copy of these approved plans must be on the job site whenever construction is
in progress.
10. The contractor shall provide the City of Renton with on as -built drawing of the
sanitary sewer system which has been stamped and signed by a licensed professional
engineer or licensed professional surveyor.
i RENTON
EASEMENT ARCA NOTES: CITY BENCHMARK NO 18
1-1/2" BRASS RASS DISK IN CASED CONCRETE
1. ALL LANDSCAPING SHALL BE PRESERVED OR REPLACED SUCH THAT THE DISTURBED MONUMENT AT THE CONSTRUCTED INTERSECTION OF NE AREA IS RESTORED TO ITS PRE - CONSTRUCTION CONDITION OR BETTER. CONTACT THE -. 8TH COURT AND UNION AVE NE
EL EV=
HOME OWNERS PRIOR TO CONSTRUCTION. EL411.28
2. THE EXISTING DRIVEWAY SHALL BE RESTORED WITH A MINIMUM OF 1 -1 /2" CRUSHED CAUTION!
SURFACE TOP COARSE OVER 2 -1/2" CRUSHED SURFACE BASE COARSE AND
COMPACTED TO CITY OF RENTON SPECIFICATIONS. COORDINATE THE CLOSURE WITH UNDERGROUND UTILITIES EXIST IN THE AREA AND
THE HOME OWNER OR RESIDENT. UTILITY INFORMATION SHOWN MAY BE INCOMPLETE.
3. BURIED UTILITIES EXIST IN THE AREA (GAS, PHONE, WATER, ETC.). THE.. � � STATE LAW REQUIRES THAT CONTRACTOR CONTACT
CONTRACTOR SHALL PRESERVE, PROTECT OR REPLACE ANY UTILITY DAMAGED BY THE ONE -CALL UTILITY LOCATE SERVICE AT LEAST
CONSTRUCTION ACTIVITIES. COORDINATE ANY INTERRUPTION IN SERVICE WITH.THC 48 HOURS BEFORE STARTING ANY CONSTRUCTION.
i
PROPERTY OWNERS OR RESIDENTS AND ALL UTILITY PROVIDERS. - 1- 800 -424 -5555
rx.n PROJECT ADDRESS 9xx UNION AVE NE RENTON PERMIT # U010134
yP�art. SANJARY SEWER VAN CE TENS N
'- UNION AVE NE AND 9TH PLACE NE
EXPIA�s PLAN, -PROFILE, DETAIL & NOTES smu 02.2oF6
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