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1
FOG LINE STA 2 +25 ,-39' LT w STA 2 +25N�9�' LT - STA 0 +00 JC 0 AVENUE NE `--EX WA fER � w -
STA 4+75-39 STA 0+ 51.58,- 33' LT
INSTALL: T 8+25.10^,29' ,�aINSTALL: CATCH N0. 16 -TYPE 1 INSTALL: = STA 0 +00 �, F, URTH STREET
1 STA 0+ 12.38 TO STA LT -, a N
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CURB INLET NO 16A 0. 17A +51 5`�- L
- __ -- - IPNAht IJ.R �.4d�.. - - - = -- - - - - -- - - - -- - - tt•
_ _ ___ -- _ -�- _ _ _ __ _____- (SEE C 0 R. DETAIL N0. 8 01) URB INLET N - - -- r - � - - - -- s - -- � - - - --
XPER CITY- STD -8 =26y -fttt�t�#3 #35 �tfK1N� - Satlfl- tlflr)
RIM =432.20 EX 24" SAN SEWER REMOVE WASTE ASPHALT SOUTH OF SAW CUT -'y RIM =434.35 I.E. =430.015 12` CPEP E W _9 RIM =435.67 CATCH BASF -CIO. 17 -TYPE 1 �� L 2 #- o
1 I.E. =432.35 (8 CP S) �• ) I.E. =433.67 (8" CPEP, S) • `(SEE C.O.R. ,DETAI NO. B -01) '
I.E.=430.20 (8 CPEP, S) - I.E. =431.75 (_ _ CPEP, N) I c=
1 1. 1 RN LANE - STRIPE -- _-- - - -. -- -- _ -- _ . -- - - - ---- -- - - -,�-- RIM =436.17 SOU ,LOCKING UD)
4 +00 ,-88'21 11 W 660.68 -00 __� 2 +00 - - +00 I.E. 32.36 1 - EP, W) i 0 +� EXIST. �. °
- - 2 _ - - _. - - - - -- -
IIyST 1 +0 ADJUST RIM'-- ADE
L-- STA 4 +25 ,-39' LT - , INSTALLS _
- -- UR --LANE S REMOVE DOSTING CONC. QUQJ
1 1 CATCH BASIN NO. 15 -TYPE 1 CUF AND GUTTER i S & CONNECT `T
(SEE C.O.R. DETAIL N0. 8 -01) 4TH STREET �-� C8�17
___ ________ _ _____.._ _ _.�__T_________ _ _ _ ____ ____ ___ ____ ______ ___ NE ______ __ _ _ _ �' -�: -E)f BA 32-.2e_ -_( oua, --LeEl NOLifDy _..._-4-_ -t _ __ - _ ___ _ _________ � _- _ _______ ____ .�_�____ _ __ ___ - __ _ _ __��� __ ter__ _______ _ _ _____________G_.r_- ___ _ 6As
I.E.=427.13 (12" CPEP, E, W)
_C14 M !REMOVE EXIST. - o ' I
_NEW- YEBT_ OUR.B_A-- _ _ It I.E. =430.1 8 CPEP N 1 EDGE EXIST. PAVEMENT REMOVE. GAS o - •WAT #1- -- - -- -- - - -- - - - -• ------ --- - - - - -� - - - - -- -- - - - - = - - - -- - - - - -- - - - - - -- -- - - - - 4N_ - -QBAI 10-DLTfkL - - - - - -- - - - - -- - -T -- - - - --E �IV�4- TES - - - -- - - - -- - -mo(�F�M P L��E =1�� J: FOG LINE �� �:N1 CPEP �6�� �1P SL�SPE= f��� -- - - --= `------- - - - - -- ---- - - - - -- --- ------------------------ - - - - -_ ---- _ - - - -- - -- ------- - - - --- - - - -- _ - - - - - - - -- - - - -- __ t -------- �_ - - - - -- -- -- - =_•� � '
-i- �- - _ -- - - - - --� _- _ -- _ - - -- -- - - -' _
�---_ _- _ -_ - _ - _ - - - - - -- -S --aMDE -.COI G W�►LbC _ _ _ ._... - _ _ _ - -. _ _ _ _ - - _ _._ _ . - -- - - - - - - - - - - - - w - - - - -- - - ._.. _ - - - - - -�Q tee- - - ----- - - - - - - S& ------ - - - - - -
-- ---------------- - - - - -- - -- - _ - -- - - �s ' i� N
hd t88921-91 1"E 277.56 -8 CPEPb 2 -0 __ -- -- '""' -"' - - - - - -- - - - - -". - -- - -- 1 54� - -- - .: .. _. �,,
MI 103.50' 39.05' -- -- - - - -- --- -- -- _ - - .- - - ._.,. _...._ r..,� -_ :� t�►3up4. - - .. - - - - - - - - - -- - - 64.74'
3.00' o 0 6'- CPEP O 2.0% EXIST. SIRE T- LU00HT W -8" CPEP O 2. OX
o EXIS'T'ING FIBE TO BE REMOVED RELOCATE - E ST.
RELOCATE EXIST. •- I oo EXISTING 3 DRAINAGE EASEMENT ,OPTIC VAULT 0 WHEEL CHAIR RAMP (TYP )
- ALT) ' 0
W JCT. BOX --'`° `� REC 706230527 ,''REMAIN EXISTING DRAINAGE EASEMENT ELEC. JCT. B x SEE C.O.A. DET N0. F -06 (�
R U
EXIST. STREET LIGHT III C 11 U �•
REC 70280698 0 111
W ,, I �
= I - _ _ _ - I TO BE REMOVED I �' - w _ _ -, -' I i
N I ,, - _ w 6 PVC ROOF /YARD DRAIN , -' �� - 1 °�, 21 EXIST. TRAFFIC
to N STUB OUT cv o o
I LIGHT POLE.
1 - N ^ 24 1- 0 0 22 �I ,
I E 431 00 MOVE IF - -__ I Z
W 1 0 I a, N ._ N a6 ai w 5180.71 S.F. 1 1 I
W N I ^ 6285.10 S.F o of `r' 5968.26 S.F. IR NECESSARY - ` �,, 00
1 , -' 6003.48 S. F o 'r' 0 2 3 z N ; r_ 1 'z f -1 I ;, 100 6 PVC ROOI` /YARD DRAIN ;1 0 Z Z
1 6 PVC ROOF /YARD .DRAIN Z 6', PVC ROOF/YARD DRAIN �+ _ ;� I ' W < 1
S B I I 5797.59 S. F; I--0 STUB OUT, , ui i V ao
OUT STUB OUT
I.E:= 428.57 I I I I I.E.= 436.03 o S I I.E. =436.5 �I , 5 o<
I. 0 W
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N 88'22'11 "� 1W 100.00' L N 88'22'11," W 103.00' Cr
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_.N 88'2('0$" W- 105.00' I �-- �_.__ 7r -_.:- 88'22'11'' W 89.26' _ O r-
-�-- I 59.00 50.00 , 50.00 I 44.00 0 69.26' 1
5 .50 T 50.00 T 50.00 T 50.00 I _ t- 1.47' I
Lin 1 I
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STA 4 +36 ,-16 RT - - --I- - I I I'
I I INSTALL: I _ _ - I I°', I I STA 2 +36 -16" RT I 12' ASPHALT 2' , -' STA 0 +45,-16' RT 1 =``' I
CATCH BASIN NO 4 -TYPE 1 _ - - 5 I INSTALL. ,, -' I PAVEMENT , - _I _ _ I _ _ _ S
. I CATCH BASIN N0. 6 -TYPE 1 - � - � TAt -�-'
I I I (SEE C.O.R. DETAIL NO. 8 -01)) I 1 CATCH BASIN NO:' 7A- TYPE -1 - - -___,
1 (SEE C.O.R. DETAIL NQ,-B-01
" - - `
1.0 RIM-438.88 I SEE C.O.R. D TAIL NO. B -01
I RI1�30.5'4 I
12 ASPHALT I.E. =435.88 (12 CPEP, 5)
I.E. =427.4 1 " I , ( , --- RIM =439.48 z .I' - ���
1 I 5 (2 CPEP, s) I 1 20 JOINT DRI VEI�IAY/ _ ,. I I " ,1 I �. r ,
I.E. =428.04 (6" PVC, N) PAVEMENT UTILITIES ESMT. I I.E. 436.38 (6 Pvc. N) I , -' I I.E;�436.48 (12 CPEP, S) ; 1 �` Z
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o 4574 07 S F - ° a0 . 00 oo o ' 1 a
1 12 "': 13 �I&n S.F. co 1? 4574.07 S.F.
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of of oI I `�'• I w I 5574.36 S.F. of 1 7 0l of ,, 1 (SEE C.O.R. DET N0. Foos, LT) �1 I cn Q
5351.66 S.F. .� 4574.07 S.! z Z 6" PVC ROOF YARD BRAIN I rn ;-, I - z Z 4724.03 S.F. Z " ,- I < x
1 I I / I N 1 6 PVC ROOF /YARD DRAIN I I PVC ROOF /YARD DRAIN I I w z 1 I w 0
STUB OUT STUB OUT 4724.04 S = < 2 1
1 6 �'VC ROOF /YARD DRAIN 1 I:E. =430.51 I
100 N I I 1 STUB OUT 1►o I w
STUB OUT 1 I.E. 429.08 " -
I.E.-438 N o 5477.48 S.F. ,
„ 0 1 6 PVq ROOF /YARD DRAI I -, -' I I IN c0 I--
1 �I.E. =428.57 I 6 PVC ROOF /YARDIDRAIN ,' I I z I STUB OUT -;. .'� 1 W 6 PVC ROOF /YARD; DR ,, I i w • w �
STUB OUT 1 I I I.E. =436.95 1 -,, -' 6 PVC ROOF /YARD (DRAIN 1 lb o STUB T ;I i z w U
5 I.E.= 428.77 I I I 5' 1 STUB OUT f I z I.E.4436 0 ;� �I i - �. a -. Z 3
1 I 1 I I I I.E.- 437.15 i I in q .� Q M J Q
1 58.50' 50:00' I 59.00' 1 ____ - -- 50.00' - - -- 1 I I ,', h '1 �.1:� +, I U N
I 50.00 1 I- _50.00 I 50.00 64.00 r1.
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SS MH �
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+
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1183.30LF 12 CPEP S=2.46 '%c4 ',
200 L.F.N12 CPEP 8'TORM PIPE
S =3.2 9: ;
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to A# .
DWY
� DWY DWY 5' RPE CONC. SIDEWALK DWY DVYY
M 1 N 88'22'11 " W 1 50.00' 50.00' 50.00' `,50.00'
• I 50.00' �' __;______..__ �,______
~ 1 6 PVC ROOF /YARD DRAIN 5' 1 6" PVC ROOF /YARD I Al ', 5' 15' _ 1 _
= 1
STUB OUT STUB OUT I ` 6" PVC- • ROOF /YARD D JAIN
I.E. =428.57 I I.E. =428.38 I I STUB OU,T 1
W I.E. 427.88 6 PVC ROOF /YARD DRAIN
Z I I - ' 6 PVC iR OF /Y STUB OUT I 1 STUB OUT '
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1 , ,' ,- - � I I . E. = 429.68 � 1 `, I . .
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I STA 4 +36 ,-1 0' L# , -' o I •, INSTALL:
' I I INSTALL: I I CATCH BASIN NO. 5 -TYPE 1
CATCH BASIN NO 3 -TYPE 1 (SEE C.O.R. D TAIL N0. B -01)
1 I I (SEE C.O.R. DETAIL NO. B -01) c0 I ' RIM =438.88
1 � I RIM =430.54 , -1 I.E.= 433.90 (12 CPEP, E, W, N).
I.E. =427.36 (12" PEP, E, W,', N) -,- ' I.E. =434. 0 (60 PVC, SE)
1 I.E. =427.86 (6 C, SW) . :
I - 50.00'
436 "-
10 00 '
50.00' I 50.00' I
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---------------------------------------------------
GRAPHIC SCALK,
10 20 40 80
( IN FEET )
1 Inch = 20 ft.
RECOMMENDED FOR APPROVAL
BY: DATE:
I Y: DATE:
by: DATE:
6Y: DATE:
MMIES: 1/1/2001 J �-
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N 1 S V �,I �I A I H�Q
ONUMEN , <
1+ 0 O ,� . I +0 I cn =
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(0 i ' FO E MAIN J W
S S 191 L.F.N12 CPEP ST *M PIKE =1.1 0 1; ; ; ; �, �. °0 m (n
• � w N 2
iID Z
I I + °
Q 3 DWY DWY 5' WIDE CONC. SIDEWALK DWY DWY o o Q
~ 36.4150.00' 50.00' 50.00'
�j
--�-- --- - - ---- -�.� 3}. o
1 5 6 VC1 46FjYiR D DRAIN - . I'\ _ 6" PVC ROOF ARD I DRAIN ?��
STUB OUT
O� ' '
I I.E. =435.7 STUB OUT 1 • O (d < o
" I.E. =435.8' PVC ROOF YARD DRAIN 1 ,`', I 'I 6 PVC R of /YARD DRAIN I I� 160 ROOF/ YARD 1 �
STUB OUT SEWER MH�,\ N O . 6 STUB OUT 1 I� EXIST GAS E K I 1 I I. E. = 435.56 1''
I.E. =434.73 '` •
1 I 6" PVC ROOF /YARD DRAIN I I
`, `, STA 0+ 45,-16' LT
wl w COLLECTOR PIPE wl INSTALL:
'�nl_ ►-,I_ �,I_ CATCH BASIN NO. 7 -TYPE 1
N Fv N N (14 N SEE C.O.R. DETAIL NO. B -01)
00 0 - °O 1 0 3 °° I CI N
N , 4- N N N N �► RIM =439.48
O � O � O � ', � O "
of oI of oll.�.�436.16 (12 CPEP, WdcN)
Z I 4600.00 S.F. z I 4600.00 S.F. Z I 4600.00 S.F. Z
0 , r 1
1 1
I I I N 5477.48 S.F 1 �I b1 +
S.F.
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►I 1 _�: ��� (SEE C.O.R. DET NO. F =OQ, ALT) 1M) I
,
r
50.00' I. 50.00' I 50.00' `1 60.97'
S88'22'11 "E 248.39' x 30.01' 85.02' MATCH LINE SEE tHEET 3
1 CI'T'Y OF' FZEN'T'ON'
x '
DEPARTMENT OF PUBLIC WORKS
R
ROADIDRAINAGEICOMPOSITE PLAN
ENGMEER:
• LUA C 4- 031
1 PER CITY REVIEW 10 -8 -04
2 PER CITY REVIEW 3-4-05
3 PER CITY REVIEW 5 -7 -05
N0. REVISION By APPR. DATE
ROLL 2O a FR r � 6 8
A EGER ENGINEERING JERICHO PLAT
9419 SOUTH 204TH PLACE ocsa►Eo_,IJJ oAYE: 8/04 FU Nom:
KENT, WA. 98031 DRAW pgA
PHONE NO.o. (253) 850 -0934 - -- scA: 1' -20' nno soar: rte:
fAX N0. (253) 850 -0155 Ha`EO: .f,1,!
APPr+ovco: sHccT: 2 a: 21