HomeMy WebLinkAboutTED4001769.1SQUARE CUT EDGE OF EXISTING A. C. PA VEMENT
6" of 5/8" (- 2 or Flatter
SEAL NEW ✓DINT WITH M. C. 250 Crushed Rock 1 I —ill
1 OR FLATTER
6
EX. S.S. M.H *5 //' WIDE A.C. PAD FOR - �-4"-6" QUARRY SPALLS
RIM 20/* o
/NV. 8'0 /95.00 /VER/FYI EMERGENCY VEHICLES,
L /ND AVE. N. W. SURFACE WI TH 4" COMP'T DEPTH c al „
I I s � �.�� � APPROVED FILTER FABRIC
1 CL. 'B" A.C. OVER. 6" MIN. CR. SURF. atAX. FACE /
WITHIN L/ND. AVE. N.W. CERTAIN
BE REQUIRED UNDER
80' 20' TRANSITION FROM _ � VOID 6" ti F�I! CERTAIN SOIL CONDITIONS
— � — NEW PA VT TO EX.
EDGE OF EX. PA V'T -
p0 6 D!- IaC
/ 0} ZOO' 2�0 4 Q�' # 20f 5+ a CHINK VOIDS, 6" OR GREATER
� Ili
EDGE EX PA V'T
a
12" MINIMUM
EXISTING OR'W'Y Q �\ / O\ cD
W I
1s4 2 2 E,-
MATCH TO NEW / �- 0 �� ,G 1
2 "6" PERFORATED DRAIN PIPE, RUN TO
O DR'W'Y pC fV / ll -'; STORM SEWER OR AS DIRECTED BY
PROPOSED M�nll n II >�Ynl;i THE ENGINEER
WA21. I � 12" MIN.
EX. W.M. / / O X X __�_ X X x X �IVD AVE. N. W. UNDISTURBED SOIL OR COMPACTED FILL
THE LONG DIMENSION OF THE ROCKS SHALL EXTEND INTO THE EARTH TO PROVIDE MAXIMUM
j - OPT APPROX. TOE OF SL Off STABILITY.
-t90 F/L TER FENCE THE ROCK SHALL BE PLACED SO AS TO LOCK INTO TWO ROCKS IN THE TIER,
FOR ERO,S'ION/S/L TAT/ON CONTROL 1 ttAN ROCKS 150 LBS. MIN. 300 LBS. MAX. SIZE 10" IN ITS LEAST DIMENSION
OI CURVE DATA 3 MAN ROCKS 800 LBS. " 1500 LBS. " SIZE 18" TO 24"
4 MAN ROCKS 1500 LBS. " 2100 LBS. " SIZE 24" TO 32"
EXISTING - 5 HAN POCKS 2100 LBS. 3000 LBS. SIZE 30" TO 38"
PROPERTY L /NE AS CREA TED BY A _ = 45.35 04"
HOUSE I VACATED N.W. 3rd. ST. T = 8.95' `ANY ROCKERY GREATER TITAN 8 FEET IN HEIGHT MUST BE DESIGNED AND INSPECTED BY A
L = /6.95' LICENSED ENGINEER WITH GEOTECHNICAL EXPERTISE. THE ENGINEER MUST CERTIFY TO THE
CITY THE ROCKERY WAS INSTALLED IN ACCORDANCE WITH PLANS AND SPECIFICATIONS.
— PC= II0+37 7 ROCKERIES 7 FEET AND LOWER SHALL BE CONSTRUCTED OF 4 MN TO 2 MAN ROCKS FROM P.T= 0+37.6 BOTTOM TO TOP.
8 / ROCKERIES 7 FEET AND HIGHER SHALL BE CONSTRUCTED OF 5 IIAN TO 2 MAN ROCKS FROM /2-W/DE PRIVATE DRIVEWAY BOTTOM TO TOP.
/VT.s NT 1-82 SURFACE W/TH 4" PORTLAND CEMENT
CONCRETE WITH COARSE BROOM FINISH. ROCKER Y DE TA /L S
I _, _ DR/VEWA Y GRADE _ - 23.4 %
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U.-In
PROPOSED HOUSE PROPOSED I I l<
DR'W'Y
7
4' 0 ADS FOR
DOWNSPOUTS
PROPOSED HOUSE '
PROPOSED DR'W'Y I
I5' DRAINAGE
36' O C.M.P. EASEMENT i
ACCESS M.H. 65' -36' 0 C.M. o
SET TOP FLUSH w/FINAL D /6 Ga, of 0. 50M 0. 05 7, - --
GRADE OF L 0 T 3 YARD
A RROX EL. 48-_ I62.36 SEE 1'0,e1-Vc W14DELA
/NV. EL. 36'0 f 6.4 c�,-153,88 ON THIS 5NEET
150-
.30' - VACATED NW 3rd. ST
`_
- % " EXPANSION ✓O/N7 S /N DR/ VEWA Y of 24' C-C
30' ACCESS & UT/L I TY EASEMENT
—t-7e
—476 SL OCK 45
(UNDEVELOPED) GENERAL NOTES
60' UT/L / TY EASEMEA
Cl T Y OF RENTON PER
ORDINANCE 4259
D
POLLUTION CONTROL STRUCTURE
TYPE // C.B. -54' 0 SEE
DETAIL SHT. 2
RIM 49 * 15'?- 8 0
INV, 12"0 f✓r66-&- 153,65
O.F. EL. _ 157?.
C.B. TYPE / W/SOL ID L OCKING LID
RIM= �= I55-90
( 3D /NV. //2"O) /5 153.01
JOINTS: DUMMY )CINTS SHA I BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C/C.
THEY MALL NOT 5E LESS THAN 3/16- !N THICKNESS AND SHALL BE OF THE SAME
DIMEN7CNS AS THE CURB AND CUTTER EXCEPT THAT IT SHALL EXTEND ONLY 2-1/4-
INTO GUTTER SECTION.
1/2- TriRU JOINTS SHALL BE PLACED AT EVERY OTHER DUMMY JOINT MEASUREMENT,
AT POINTS OF TANGENCY ON STREcIS, ALLEYS AND DRIVEWAY RETURNS. ALL JOINTS
SHALL BE CLEAN AND IN THE GUTTER SECTION THEY SrtALL BE EDGED.
a s �
CEMENT CONCRETE
CLASS 8 (3/4)
V,'Oa V ♦Q�Cp
,e-
CONCRETE: CONCRETE SHALL BE CLASS B (3/4-) AIR ENTRAINED PORTLAND CEMENT CONCRETE.
FORMS: FORMS SHALL BE STEEL FOR STRAIGHT SECTIONS AND WOOD FOR CURVED SECTIONS.
FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. THE 1" RADIUS
ON UPPER FACE OF e.URB MAY BE FORMED BY EDGER OR BUILT INTO FACE FORM.
1' RADIUS ON LCW'ER FACE OF CURB WILL BE FORMED BY THE FACE FORM.
/2
I— ,"RJ t ��
/NV y28 ta'
-452
SEE CITY OF RENTON STANDARD DETAIL FOR DEPRESSED DRIVEWAY C RB AND GUi_R
F/L TER FENCE TYPE D.
FOR EROS/Ch% S/L TAT/ON CONTROL CEMENT CONCRETE CURB & GU T TE "R TYPE A
ISPHAL TIC CONC. 6' 6' 11 4'
DRI VFWA Y NO TES.
I It
8 EXISTING ROADWAYS & EXISTING IMPROVEMENTS TAKEN
FROM 'AS-BU/L T" PLANS FURNISHED BY C/TY OF RENTON
2% 2%_ AND FIELD SURVEY BY ARNETT & ASSOC/A TES
'AS SU/L T" PLANS WERE
EXISTING GROUND
WEST /-/IL L SAN/ TAR SEWER -9 Both. S T.
B7th. AVE. S. TO N. W. 3rd.
��. 5 NEW SL OPE TO BE STABIL /ZED IMMED/A TEL Y
AFTER PLACEMENT BY HYDROSEEDING 'AS -BULL T" WA TER PLAN IW-867J L /ND A VE N. W.
AND 2" STR.4 W MUL CH. JUTE MATTING MAY N. W 2,& TO N. W. 3rd.
BE REOU/RED PENDING SOIL & y/'FA TNER CONDITIONS
STREET IMPROVEMENTS 90th. A VE S. (TA YL OR A VE. N. W.)
4" COMP'T DEP.T. PORTLAND GEM. CONC. w/
S: !291h. ST. TO RENTON AVE.
2" COMP'T DEPTH %" EXPANSION JOINTS of 24' C-C /ELD S[/R�'EY ,y' ARNETT & A,S OC/A IEs I3/ 3.!9p/
CL. S' A.C. DR/ VEWA Y 4 " A. T B.
4 " CR. SURF. TOP CRSE NO TE.• INVER TED CROWN SHAL L BEG IN _.
AT P.C. OF DRIVEWAY CHECKED F(IR C(,Mi-i ` . REGUIvlMtIVUtU
TO DAR��, FOR APPROVAL
— —
/2 W/DE PR/ VA TE OR/ VEWA Y SECTION to BY_
Date P c l`� T Pt (O N
/" = 5'
Date REG;.Jivi;viLN�L_J
FOR APPROVAL
BY _
PLAV4 �EyIEW
No Dal Revision
I R;' ','%SED PER CITY C0M1. •.'VTS .4N0 MEETING 12128190
5 7• q/ REV/5ED DPIVEWAY LOCATION PER CITY OF REN70N
3 4.8.42 A5 - 8UILT DATA '/N.
App'd By
Designed By C.O.R./✓.R.N. Approved By
Drawn By S.R.N. Date
Noriz. AS -SHOWN
Checked By: Scale:
Vert. AS -SHOWN
I (n2
160--
65' -36"0 C.M.P. I/6 Gol
of -& FORDETENTION
0.0576
158 - -�
/5i;
/5¢
Filter Fabric Material 60" wide rolls.
Use staples or wire rings to attatch
fabric to wire 2" by 2" by 14 Ga. Wire
I— Fabric or equiv.
C? `
II
�I
!I
`i"V .," 'Bury bottom of filter material
in 8" by 12" trench
NI
--_------------------------------------I-I---
6' Max.
I' 'r
I
1A2" by 4" wood posts, standard or better or U1
equal alternate: Steel fence posts
Filter Fabric
Material
2' by 2' byGa. Wire e
Fabric or equiv.
v.
Provide 3/4" - 1.5" '' W -
washed gravel backfill ev
in trench and on both sides
of filter fence fabric on
the surface ,.- - 8" Min.
2' by 4' wood post
Alt: Steel fence posts -
John
R.
Nowe-111
im.
FI
231 Williams Avenue
South,
Renton,
Washington
98055
Phone 255-2190
II
I
\
I
I
SEE '
FOR 12/2WIDE
DR/ VF- WA Y
SECT/ON
A
FOR DETAIL S
REGARDING
`j
SL OPE
STAB/L /Z -
A T/ON.
I
1 15PI1Q6T
CON C.
/(LG
DRI VEWA Y
I
3D POLLUTION CONTROL STRUCTURE
TYPE // -
4`0
R' 159 80
- -
INV. /2"¢ - /5385
--- - —
/62
THRU CURB
INLET
----
ROCKERY
'H" MAX= ¢'
-
�
GUARORA /L
6 - /2' 0 CONC. I
Coxr C,lRB
10.50
END
YPE / -CB
CAP REO D Z
El
I SG
- DISPERSAL
" PERF. CMP of 0.
DR/ VEWA Y DETA/L
l54-
r _ 5, SOL ID LOCKING LID
TYPE I -f-5,
RIM
/NV, A-54,9A -
/53.0/
INV. 6">.,' PERF. --,
�5286
NT.S Il V/G//TY
_4 �) _b lL/
1
4.8.92 , R NElNEGL
N fw STORYBOOK HOMES INC.
(8, of Qs�.. FlI P.O. Box 28/4 * K/rk/ond• WA. 98083-2814 1206Y 485-8411
Ob
R R/ VEWA Y & STORM DRA /NAGE
r.
ru: E t�6��� IMPRO VEMEA :� L /ND AVE. N. W.
B
FERGUSON 8 SONS 136350
SCAr"� 144O 40' C(i At,0