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S T k 0 +30.17, 22.84' LT.
EX. SDCB
RIM = 139.93
I.E. = 137.63 (12" IN N.)
I.E. = 137.53 (6" IN W.)
I.E. - 137.38 (12" OUT E.)
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SECTION 3, TOWNSHIP 21 N., RANGE 4 E., W.M.
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i m® 0« oz I D_ d n� n Eo n�nl. n 51 V' zU) < - wp M +z r -� +Z__ °O IN Fm
UP as' \Z r z � �; w t7� o w N ° r r u a Y r :r y �< ggin/ 1 1 uun - 20 IL
X Hsi N > \ ii 0: s z Q F1r Is-
8 " -v P -ss \ TEMPORARY U45TOM ✓ SEDI IMTAT10N CONTROL NOTES:
y - _
8=D1 W -' 50R. - . 2 R 1. PROVIDE CATCH iASIN PROTECTION AS SHOW SEE DETVL
R. _I - -
C) 0'R, _ - - - - - 2. PROVIDE ADDITIONAL EROSION CONTROL MEASURES AS REgWRED,
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4
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`' I � mow: - � ^^ ..
v CQ J Gt' < _i } J ui ¢ z ®! w _ ; STANDARD STRENGTH
_ e ^ FILTER FABRIC
/ L �t-Z �~ .o
egg w� 0r In a -0� Jpo °." M�r.M
•• � � . �-�Z °m ow a °a �� °° }wa -R . F 000ao FF GRATE
`ii F t .'�' i$ 'W¢, n �vll: o z31I �1Y onn In U) Nn��m'
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., < N M K o w ,.i F' X ° o k < Q n -i� w o r r o ca w o z NOTES SPECIAL, MISPECTIdI YTM BE REQUIRED FOR • M► :- ���
w o Z3 ° NIA Do N o + a 3 z, o - BFiinID THIS CURB: CI INSTECTOR MA �, i • ; f
PH g v 3 z w of S a p v? T rn w 41 w v x i� w rn W W z c w < 41 �' REQUIRE F WAT AN- ARBORIST; DE7kii�liNE THE"EFFICACY � \ / p o• /�
< R� �I W''' 1 -' WE $ - I- ± X (D � F> N w . z rn < - a w; °Uri, 6 I OF RETAOiiRli: INESE TREES '""'m ".IF'- tomfAW' •MIN �� �1 •o n n 6 a n o I \` %
0 v y \ ZZ z w - QX :�., HZtL a O `p t2 +YM <.
v ^-I z o_j d N w a 020 + y I: "' o z DISTANCE /CLiEAriANCE FROM - CURB AND /OR 'ANY • I► 0 0 o e,
v o< z ~n I N w w c-M w Q SPECIAL TREATMENT TO' MAINTAgI THEIR HEALTH. �` �� a
Wa g p w w I i o 0 z N o F m 11 > \, -1� o A CATCH BASIN O V ��
Z < c°3 p 5 ° �< a tz �' v IL t. e
PLAN a z
m v w i NOTE: ONLY TO BE USED WHERE PONDING OF WATER ABOVE
SCALE: 1" - 20' _ -- ,., THE CATCH 'BASIN WILL NOT CAUSE TRAFFIC PROBLEMS AND
WHERE OVERFLOW WILL NOT RESULT IN EROSION OF SLOPES.
LAJ
/ MAINTENANCE STANDARDS:
_ 1. ANY ACCUMULATED SWMENT ON OR AROUND THE FILTER FABRIC PROTECTION- SHALL BE REMOVED...
-.. ---- ..._.-- ------ _____ -- __ - -- -- -. -_ _ --- _ -- - -- _ IMMEDIATELY. SEDIMENT SHALL . NOT BE REMOVED WITH WATER, AND ALL SEDIMENT MUST 13E DISPOSED OF
AS FILL ON -SITE OR HAULED OFF -SRE. -
STA 2+40 05, 15.21' LT. ,+ , 2. REGULAR MAINTENANCE IS CRITICAL. UNLIKE MANY FORMS OF PROTECTION THAT FAIL GRADUALLY,
EX. SDCB (URYWELL') (REMOVE) 00 CATCH BASIAI PROTECTION WILL FAIL SODOMY AND COMPLETELY IF NOT MAWTAINED PROPERLY.
RIM = 178 30, I E: = 178.00 EX. CLEANOUT
(4' PVC IN S_ ROCK DRAIN ?) (REMOVE)
___ -- j___- (RECONNECT rO AREA INLET xn _1.� -_ - -- FILTER FABRIC INLET PROTECTION
/ N.T.S.
REMOVE EX 6" VCP SS
CW 20.0 %± (FROM RFC(',)RDS) g 1
v
-- - -._._ - -- - - STk. -2 +14.9 11.48' RT.
SDCB NO. 15 S-313101
PANED GRATE = -173.98 I.E. = 172.48 SrMLrOA1`
24.9 LF 12" D.I. 0 0.501 STA. 2 +38.99, 13.40 LT.
- - - -- - -- AREt INLE"G i -
RIM = 1 7 8.00 � U�l �
-AID I.E. = 175.67 (RECONNECT-
1 EX. 4" PVC IN) ' 20'
��. I.E. _ zo
E. 175.50 (6" OUT S.) �_
VARIES PER PLAN
_ CURB &GUTTER ONLY
-;tea - IN MIN 20' DRIVE AISLE
STA. 0 +12.00, 8. ' �.
EX. SSMH (135) 119.8 LF 1 " PVC
RIM = 138.63 SO O 7.8OX
I.E. = 132.53 (CT .)
STA. 0 30.17, 22,84' LT.
EX. SD (B
RIM 39.93 /
I.E. = 137.63 (12" IN N.)
I.E. = 137.53 "1
I.E. = 137.38 (12" OUT
i EX. 8" WATE
EX. 6" VCP SS @ 19.7%
(FROM RECORDS)
-- - - - -- __ . -_PRQF9LF= _ __
SCALE: 1" = 20':(H.), 1" = 5' (V.)
EXISTING GRADE -
I
STA. 0 +95.30, 17.82' LT.
SDCB NO. 17
VANED GRATE = 152.65
FE-.= 149.65 (NEW 12
- IN N. & EX. 12" OUT S.)
\_ 2 .0 LF 6" PVC O 16.751
j STA. 2 +14.99, 13.40' LT.
SDCB NO. 16
VANED GRATE _ 1173.98
- --
I.E. = 171.48 (6" IN N.)
I.E. = 170.98 (12 OUT S.)
STA. 1+82.00, 8.01' LT.
-.. -.
REMOVE EX L.H. AND _ REPLACE
WITH SSMH NO. 1, 48"
SUPER SHALLOW TYPE 'C'
RIM = 168.46
1'E. = 165.81 (IN)
LE,-
IA I i 7„ 56, 11.40' LT.
C X I )C C (REMOVE)
I•aM 16,160
If 1 6.50 112 " OUT S.
I
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5 M . A. C. 10' to' WHERE INDICATED
WALK ON WIDENING ONLY ON PLAN
SIDE ONLY) LY) 2" OVERLAY " WHERE INDICATED Oa1j
\ey ON PLAN
-
[_ I VARIES Y SEE PLAN
� � VARI S 2 �
r 3"1,
STEVENS AVENUE W. - TYPICAL ROADWAY SECTION
N.T.S.
NO WIDENING WHERE EX. PVMT.
EXISTING PVMT. WIDTH SECTION
EXCEEDS REQUIRED
a
4" CLASS AS PTH
/ED
CLASS "e' ASPHALT CONCRETE
WIDTH (SEE PLAN)
s• CRUSHED ROCK RAW
COMPACTED SUBGRADE
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STEVENS AVENUE W. - TYPICAL ROADWAY SECTION
N.T.S.
DAL.EY- MORROW -, INC.
726 AUBURN WAY N.
AUBURN, WASHINGTON 98002
PHONE: 253 - 333 -2200, FAX: 253- 333 -2206
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o�ss NAL D PLANNINQ
incorporoCetl
EXPIRES 9 JAN 2006
STAND NDT VAW UMESS 9G D k DATED
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SCANNED OCT OS . S
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CHECKED FOR COMPLIANCE
RECOMMENDED
TO CITY STANDARDS
FOR APPROVAL
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Date
BY
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BY
DAL.EY- MORROW -, INC.
726 AUBURN WAY N.
AUBURN, WASHINGTON 98002
PHONE: 253 - 333 -2200, FAX: 253- 333 -2206
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o�ss NAL D PLANNINQ
incorporoCetl
EXPIRES 9 JAN 2006
STAND NDT VAW UMESS 9G D k DATED
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SCANNED OCT OS . S
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