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L GEND NEW ¢
m TO RAILROAD TRACKS CONTINUE 2" OVERLAY PAVING
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FULL DEPTH ASPHALT CONC. PAVEMENT !-= _
N I N.E. 3RD 12 +90.2 40.75' LT.
CEMENT CONC. SIDEWALK, CURB & GUTTER in °° 1 MATCH EXISTING
�TTT�j'� 2" ASPHALT CONIC. �
. CLASS B OVER r
+ 4" CRUSHED SURFACING I o SR900 13 +08.93 P.O.C. _
Z I K 13 +87.92 P.O.T.
RAISED CEMENT CONC. TRAFFIC ISLAND I v, I
A,0_ NEW SPOT ELEVATION /FLOW LINE ELEVA ON 8,w--
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SR 900 13 +75 60' LT.
CURVE DATA
CURB RETURN ELEV.
A = 93'30'18"
P.C.
38.21
R = 40'
1/4
38.45
T = 42.53
1/2
38.68
L = 65.28
3/4
38.92
P.T.
39.15
LT.
cD
SR 00 6 +26 3' LT.
ACP
N.E. 3RD
CURVE DATA
SR900 11+54.62 P.C.
D = 39'04'38"
P.C.C.
40.30
R = 50'
1/4
40.50
T = 17.74
1/2
40.48
L = 34.10
3/4
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I
P.C.
40.44
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1. FOR ROADWAY SECTIONS, PROFILE
AND OTHER DETAILS SEE SHEET
01
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ACP
N.E. 3RD
CURVE DATA
CURB RETURN ELEV.
D = 39'04'38"
P.C.C.
40.30
R = 50'
1/4
40.50
T = 17.74
1/2
40.48
L = 34.10
3/4
40.46
P.C.
40.44
FwqCK-.r_Vn R
AND UTILITY ADJUSTMENTS SEE SITE PREPARATION PLAN SHEET 6.
3. FOR CURB RAMPS SEE DETAILS SHEET 3.
4. REPLANT STORED SHRUBS AND TREES 3' AND 6' RESPECTIVELY FROM
BACK OF NEW SIDEWALK. THIS WILL REQUIRE GRADING, IRRIGATION
SYSTEM ADJUSTMENTS, PLANTING SOIL, BARK MULCH AND SODDING.
t UAIA -Gugs-LiETUHN LLLv. I " SUNSET CARS 5. ALL NEW CATCH BASINS SHALL BE PROVIDED WITH VANED GRATE AND
:ii5. iii•..
= 114'32'32" P.C. K113+9718 P.C. FRAME PER CITY OF RENTON STANDARD PLANS B019 AND B020A.
R = 50' 1/4 - 41.18 '8" 1' R 1' R /
T = 77.80' 1/2 40.05 3" GALVANIZED IRON PIPE I 6. SEE CITY OF RENTON STANDARD PLAN 6020 FOR CATCH BASIN
,j SOLID METAL COVER DETAIL.
L .96' 3 4 40.92 / ..�.
/
"I
f --P T` 41.22 78 ° CB/TYPE 1 7. PATCH EXISTING ASHPALT PAVEMENT FOR PIPE TRENCHES PER CITY
x N. 3RD 14 +85 42 LT. OF RENTON STANDARD PLANS H032.
N.E. 3RD 15 +02 58.5 RT. �VJ _ 1. 40-28 I 8. PIPE BEDDING SHALL CONFORM TO CITY OF RENTON STANDARD PLAN.
TYPE II CURB RAMP '. • ,`+ I. . 38.06
/ 6063.
EXTRUDED ASPHALT
11 L.F. 12" DIA. D.I
C LASS 52 PIPE S =. 0.018 3 4�
` CO N RETE CURB
9. TRAFFIC ISLANDS ARE TO BE CONSTRUCTED AF TE R PAVEMENT HAS BEEN
-
OVERLAYED. SEE DETAILS SHEET 21.
CONNECT TO EXISTING _ -
MANHOLE I.E. 37.80' ••���`�_�c
10. INSTALL 3" GALVANIZED IRON PIPE WITH TWO FOOT MINIMUM COVER
12 L.F. 12" DIA. D.I. �"�-� AN x FITTINGS AN RELOCATE
SLOPE
// D S S GS D ELOC TE 3" RELIEF STANDPIPE AND STRAINER
CLASS 52 PIPE, S =0.01 �'-' ---�� - TWO -FEET FROM INLET AND SIDEWALK.
CONNECT TO EXISTING
CB TYPE 1 / / MANHOLE I.E. 37.94' 11. FOR SIGN SUPPORT STRUCTURE LAYOUT AND DETALS SEE SHTS. 23 TO 28.
N.E. 3RD 15 +16 46 RT. •• 40• 2'
G.E. 40.92' 20 0 20 40
I.E. 38.00 oj" � �;:.:��� SLOPE LINE 1- -20
' �:•:' SCALE FEET
N.E. 3RD 15 +41 40' RT. P.T. ".< <t<': • :.c.: :!::'!::' % 0' : - r = >> <``
72211
K 15 +19.98 P.T. a
f( ' '_= ::• -
15 284 +46.37 P.O.C. _
CITY OF RENTON
2
%.' G � 6 :x:::O•:•:.:O•::':• :'•.• � 5 +92.77 P.O.T.
DEPARTMENT OF PUBLIC WORKS
CURB, GUTTER, S /DEWALKAND CATCH BBS /N "%N t I ..✓ N.E. 3RD STREET
50XED AF��9S y /GL BE 007E BY OTHERS. ow■�s ihe/as (SUNSET BLVD. TO MONTEREY DR.)
MIA, +0p PAVING & DRAINAGE PLAN
/ r- DESIGNED: AM
SyFFT _ LS LINE 286 +00 DRAWN: DJ DATE: 11�18�s4 FILE NAME:
CEMENT CONCRETE $ SCALE: I" = 20' DRAWING NO.
�...7 CURB & GUTTER R 405 -� `�'�e T CHECKED: MA
ZW%k ALPHA Engineering Group, Inc. NO. REVISION BY APPR. DATE I APPROVED: SHEET: 10 OF: 28
r
18 17 18 15 14 13 12 11 10 9 8 7 6 NUPBOX 6 7 8 .9 10 11 12 13 14 15 16 17 18 19
R" 146 .34