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F x ;f >I .F GRIND AND REPLACE -
RIM = 1 �U C4 STEVENS AVENUE
137 (53 (12" IN N � -- -- -- FROM STA 0 +551 TO
I E. = 137.53 F_." IN W 1 STA 3 +751
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RIM = 1 �U C4 STEVENS AVENUE
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VANED GRATE = 152±
I.E. (OUT) = 149.8±
PLAN
SCALE: 1 " = 20'
EXISTIN(-'7 GRADE
160 - -_- -- - -- -- -
STA. 0-+12.00, 8.71' LT.
EX SSMH (135 ► 119.8 LF 12" PVC /
RIM 138.63 SD ® 17.80%
I.E. = 132.53 (CT R.)
--
STA. 0 30.17, 22.84' LT.
EX. SD 6
RIM = 39.93
I.E. = 137.63 (12" IN N.) /
150 -- I.E. = 1 _53(6" IN W.).-__ ---- - - - - --
I.E. = 137.38 (12" OUT
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VANED GRATE = 152±
I.E. (OUT) = 149.8±
PLAN
SCALE: 1 " = 20'
EXISTIN(-'7 GRADE
160 - -_- -- - -- -- -
STA. 0-+12.00, 8.71' LT.
EX SSMH (135 ► 119.8 LF 12" PVC /
RIM 138.63 SD ® 17.80%
I.E. = 132.53 (CT R.)
--
STA. 0 30.17, 22.84' LT.
EX. SD 6
RIM = 39.93
I.E. = 137.63 (12" IN N.) /
150 -- I.E. = 1 _53(6" IN W.).-__ ---- - - - - --
I.E. = 137.38 (12" OUT
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3 O V OF STEVENS /S134TH
w / • T I ,. TO CONTROL DRAINAGE
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STA. 2+40.05, 15.21' LT.
EX. SDCB (DRYWELL? ) (REMOVE)
RIM = 178.30, I.E. -- I �'tb. o) EX CLEANO)UT
(4" PVC IN S., RO K DRAIN ?) (REMOVE)
RECONNECT TO AREA INLET NO. 1)
1
REMOVE EX. 6" VC P SS
20.0%j (FROI'.1 RFC RDS)
/ 1
III +
✓ STA. 2 +38.99, 13.40' LT.
-- - AR -EA INLET NO. 1
RIM = 178.00
° I.E. = 175.67 (RECONNECT
EX. 4" PVC IN)
C`•�• I.E. = 175.50 (6" OUT S.) '
-- - - - - -- -- - --- -- I - 4-7$ -
24.0 LF 6" PVC ® 16.75%
STA. 2+14.99p 13.40' LT.
SDCB NO. 16 1
.! VANED GRATE = 173.98
I.E. = 171.48 (s " 4N N.) - ---- -- - - - -- - - - -- -- - -- -- - - - - - -- --
' I I.E. = 170.98 (12" OUT S.) i
Li
STA. 1+82.00, 8.01' LT. z
----REMOVE EX. L.H. ANA .A - .- ____ ---- _----- ___ .____ __ -
WITH SSMH NO. 1, 48" 0
`-- SUPER SHALLOW TYPE 'C' I w
RIM = 168.46 I ' z
I;E. = 165.81 (IN) J
a;E. = 165.71 (OUT) - -- - - -- -- - ► � - - - - - -- -- -- - -- - -- - - -- - --
� Q
1+ 78 56, 11.40' LT.
SDCB (REMOVE)
1 7 ou '
16 5.50 12" OUT S.
f
STA. 0 +95.30, 17.82' LT.
/ SDC8 NO. 17
VANED GRATE = 152.65 1
I.E. = 149.65 (NEW 12" 1 - - -- - i --- - - ---_ --- - -- - - - -- -- ---------------- - - - - -- - - -- - _ _ _ _ _
IN N. do EX. 12" OUT S.)
t
EX. 8" WATER
-- - - - - -- -- -_ -- - --- -- - - --}-- - -- - - - - -- - -- -------- - - - - -- - � -- - - -- -------- _------ - - - - -- -- ---- ______ --� -fig - -- -- -- - --� - - - - - -- - -
EX. 6" VCP SS 0 19 7% !
(FROM RECORDS) I '
i
r�j PRQFILE
t
i SCALE 1" = 20'I(H.), 1" = 5' (V.) ;
I ;
.-
r'1 rl i CV i ( i CQ'
v ul I �:,; i oo ! s,+ s.
t
ROLL 2,; .0 1
FR � 194
GRAPHIC SCALE
20 0 10 20 40
114
IN FFF.T
I inch = 20 ti
TEMPORARY EROSION / SEDIMENTATION CONTROL NOTES:
1. PROVIDE CATCH BASIN PROTECTION AS SHOWN. SEE DETAIL.
2. PROVIDE ADDITIONAL EROSION CONTROL MEASURES AS REQUIRED.
STANDARD STRENGTH
FILTER FABRIC
GRATE
JI
CATCH BASIN
NI -ITE: ONI Y TO BE USED WHERE PON1,ING OF WATER ABOVE
THE CATCH BASIN WILL N(-IT CAUSE TRAFFIC PROBLEMS ANP
WHERE OVERFLOW WILL NOT RESULT IN EROSION OF SLOPE
V 1!N TE% ANCE STANDARDS:
1. ANT ACCUMI'L ATED SEDIMENT ON OR AROIM, THE FILTER FABRIC PROTECTION SHALL BE REMC,%,rD
IMMLHATELI. SEDIMENT SHALL NOT BE REMOVOED WiTM WATER. AN[) ALL SEDIMENT MUST BE u15POSED OF
AS FILL ON SITE OR HAUL-EC) OFF -SITE
2. REGULAR MAINTENANCE IS CRITICAL MIKE MANY FORMS OF PROTECTION THAT FAIL GRADUALLY.
CATCH BASIN PROTECTION W!, ,- FAIL SUUDENL 1 ANL CUMPI.E TEL Y IF Nn I MAINTAINED PROPERLY
FILTER FABRIC INLET PROTECTION
N. T. S.
AIC
20' �- 20' ,
I 21 o .-..a I
VARIES PER PLAN I 19.5' .'ARIES PER PLAN
W
J
la.
- NO WIDENING WHERE
EXISTING PVM T. WIDTH
EXCEEDS REQUIRED
N\-COMPACTED 4" COMPACTED DEPTH WIDTH SEE PLANT
CLASS "B" ASPHALT CONCRETE 6" CRUSHED ROCK BASE
SUBGRADE
STEVENS AVENUE SAS. TYPICAL ROADWAY SECTION
N T S
s- 33/09
CHECKED FOR COMPLIANCE
CITY STANDARDS
Date 7 -13 -05
Date
Date
i w
& , ,, 4
- blvw �I
_xPIRES 9 JAN 2006 ]
Tmv wji vaim iftiss i~n & n.rFn
RECOMMENDED
FOR APPROVAL
BY
BY
BY
DALEY- MORROW- POBLETE. INC.
cv "kjot -prNiv vvr r iv
AUBURN. WASHINGTON 9800
PHONE: 253 - 333- <<��0, FAX, 53- 333 -2206
�I ENG04EERING - SURVEYNG
• L LAND PLANNING
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