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- -EX- WAIFR -------------------------------------------- '--- w---- - - - - -- STA; -a+-9 �3q'_LT ----- - - - - -- _4 - -- - - - - -- -- ------ -� ----------------- ���� -- ,�-
._______w- __________ _�J� f .S�BZ 35_LIr�Iti- sY�N11E..1�lE _ -- .�.- -�.- -EX -WAR
FOG ' LINE -
INSTALL: ;
=STA :0 +3513.0' LT- HOQUTAM' AVE NE ,
STA 8 +2 .18�33'LT CA #CH BASIN NO. 18 -TYPE - 2 -48" INSTALL ;' STA 6 +06.3039' LT
(SEk C.O.R. DETAIL NO. B -01E do BR -02) CATCH BASIN NO. 21 -TYPE 2 -48 ss N STA 6+00.30-39' LT INSTALL:
END CURB, GUTTER AND: SIDEWALK 1 - -- -
- - Rthl' 417.43 SOLID L LIO� D
----EX-2410 - - �E�IME t - _ _ _ s - MA TEI'+ f -X��T- - M�PROVEM E -TO - WE-�r� - - - - - - - - -s- - - - - - - - - -- - - - - - - - - -- - - - _ w/ _ COVER _ - _ - - - - - INSTALL.;
INLET �'i0.- t4A s- - L STRIPE - - - _ ,-CA E-C.- �. R A�4. NU. -B E T - - - - -
� ' =4b3.6`� Tr �� Edt a.R: DET. -R0. B-- D'IE -' AND BR =i11) E7C 24' -SHIN - (SEE`C.UR.- t rAn-1vQ: -e =oTr - -s - -
N I.E. =415.8 8" CPEP N jE _ (PER CITY DET. B -2 RIM =427.45 SOLID, LOCKING LID)
STA 0 +12.38 TQ STA 8 80 29 LT ( , ; ) ; " ;RIM- 425.35 "
- OQNC 448 �9 - (12 - -, P - s - R =427.45
REMBV�- €X - �SRI�AET- �bQ�1L ER T -€X PANELS- � �._ � � W __ _ _ - - -- TURN -- �TR1RE l.E.. =_422..7Q_ i2_ _CPEP, - V!!: E� -
9+00 , Tom• 422.0 - ,2" CPEP, E I.E. =425.45 (91"( PEP, S) 6 +00 I.E. =425.6 (8" CPEP, N)' 5 +00
10 +00 ,kEMOVE WASTE ASPHAL SOU OF SAW CUT , ' I.E• --�
H_ _ _ _ _ - - - + G 1
8 +00 , -' 7 1
- TARN- I�►NE- - STRIPE T--
STA 9+47.92f-40' LT STA 8 +�.�i$��3'LT � ' � �`�,, �' � -, '� �, I�' 40 L. F. N 12" CP �'� .
CONNECT TO EXISTING CATCH BASIN TYPE CONNECT TO EXIST. CURB, GUTTER dt 'SIDEWALK 4• STREET �� S= 1.75iL _
RJdL =410�t _ --- - -- - -- ----------- .__ - -- --- - -- - %% _____ _ --- - - - - -- -- - __ _ - - - - - -- -L - - - - - - -- -- - - - - -- -- - ------ - - - - -- - -- - x-�a - -- - - -- - - - --
- c -EX -GAS- -iAATFW-\0RAflE-s _ _ � -- - -- -- - -- T -- -- � __- - -TH - ------ - - - - -- - - - _- - -- -- _ -�- - " � IPE --- - - � -�
I.E. = 403.80 (EXIST. 12 E) 't, RELOCATE EXISTIN, ��?$ REMOVE NE`"STR - -NEW VERT. CURB
I.E.= 403.80 (EXIST. 18 , W ------------------ 42 G POWER POLE - -- 00 28 23 E _ -_ -- _ - _ -, -- - I
,� - - - -- - - - - --w___F_X. WA _TER- - - - - -- ------- ------- - - - - -- - - -- ---- - -, - -- - ; - -- - ------------ tOOMNA.TE -VATH- PATER- C.WPANY - - - -; - -- - -w - -- -� - - w- TES - --- -- - - - -w- -I
I.E.= 403.80 (NEW 12 CPEP E -8 CPEP 0 2X- i•8 C. 1 G`PE ISFA-'R PL� s
FOG LI ',
------------- - -I - -- --------------------- - - - - -E - EL- -�- - - - - -- - - - - -- ; = ' - - - -- - ----- ,-=---- - - - - -- - LrF --.-�• "-- CPEP- NORM- -WP�E - - --5 --1.43 - _-- __ = - - -- - - -- -- - - -- -- ' 'Et--- {-- - - - - -- - - - - -- -T -- -- - - - - -- - - -- ------------ - - - - -� -- --
L.F. PEP -- -- - • -- --- - -EXIST- SIDEWA 5- ,YIIFOE HM►L -fE -,+ � ` -. �IVI _C0ttC.�IQEWALK y 4
125 - -- - - -- - -- __- - - - -- - - - - - - - - - -- -- -' -
STING 18" STORM - - - - - - -- = = - - -- ----- __-=-- __ -__ =- ---====-=-=-= --- = - - - -- - -- - _ ._p - - ,a -8"- t�EP -ID�2 - - - -- -
EXI- - - -- - - - - -- -- -- - - -- _- _ - - -- ------------------ - - - - -- - - - -- - - - --
2 1 5.18 22.50' �� 84.48'
- --
---------
•� 45. I 43.00' ; ' �� B � ,' t�
o' ---a�A ON;' I EX. W. TO BE REMOVED `�s���, 1 �1� IST. FIBER; EXIST.
EXISTIN 12 STORM , %' � WHE CHAIR RAMP (TYP OA o ', ,,� STOP OPTICS VAULT TO STREET LIGHT
REMOVED EXIST. r �. v r BAR REMAIN. TO BE REMOVED - I
REMOVE EXIST.
ROC ERY (SEE C 0 R DET NO. F -06, AL ri
TYPE 2',, B 36LF 2 C P I ••
RESTORE EXISTING WHEEL HAIR RAMP (TV) 2 6 °° I
ROADWAY I 2 ( (01- 2 5
Y do SIDEWALK ,
PER CITY STANDARDS . MI W I rM 3928.75 S.F. I S (SEE C.O.R. DET N0. F -06, ALT) WI tOO
8+23-33" LT 6466.70 S.F. �
IN$'iALL: 1 °' I N I I 30' 2
CURB INLET NO, 18A 1 I M co0v I STA 0 +68.10N18' LT 6 PVC ROOF /YARD DRAIN r "� /
1 ER CITY DET.. B -26 � � 29 � o STA 0 +65.94 18 RT 18 � � STUB OUT 6 PVC ROOF YARD DRAIN
= 6.93 ); `~
1(6 2..8' Z I INSTALL: I 1 I;,� INSTALL: I.E. =428.57 I• I I STUB OUT
RIM 41 r M CATCH BASIN NO.13 -TYPE 1 CATCH BASIN N0. 12 -TYPE 1 I.E =422.08
,I.E. =415.93 (8 "� CPEP. ) '4351.57 S.F. `, I 3711.33 S.F. I (SEE C.O.R. DET. NO. B -01) W IM (SEE C.O.R. DETAIL NO. B -01)
rn ,
MATCH LINE SEE SHEET 2 3 +28.97 PLAT LINE I I " RIM =424.041 A 00 - I RIM =424.02 M
00 I % 60.97 _ _ _ _ _ ,_ _ _ _ _ ; 6, PVC ROOF /YAAP DRAIN I.E. =420.72(12 CPEP, S, E) _ I.E. =420.00. (12 CPEP, S. W) II
85.02 I STUB OUT 5' I g' I o II y-•-
STA 3 +29^18' RT I L` I.E. =��419.69 I N 59.50' T '50.50' I I ''1Q' JOINT DRIVEWAY
w I STUB OUT I II
% END CURB GUTTER AND SIDEWALK I 6 PVC ROOF /YARD 8 OUT � I I I.E. =419.49 I I I U1�LITIES ESMT
START 5'L x 5' W ASPHALT RAMP I I 659 LONG ASPHrALT TRANSITI`' N `� w �. I 1
N I - Q I.E. =419.94 N, Q '�'� a- I STA 2 +15.62 HOQUTAM AVE ENE I I I
STA 3 +33 18 RT I ; o I UTILITIES °'
END ASPHALT RAMP x I 0 0 ASPH » t° I n_ =STA 64 -60.87 NE THIRD SWI 1,0'
• I �� I z N88 22 11 W I I CV
BEGIN 10.1 TAPER AND TRANSITION I 1 I N �I. 12' ASPHALT I
30' 30 1 C.O. 43.0 - - - 47.00 0 • STA 1 +86.82 20.7 , LT1 O N o PAVEMENT I I % • I -- _ C�O- o Q 0 F- I INSTALL: c0 I V I I , F--
STA 3+ 99 I 1 N88'2 X11 "W - - - - i...� _ _ I N w CATCH BASIN N0. B --TYPE 1 `•�' I 1 I 1 W
END 10.1 TAPER I 45.19 I - ca (SEE C.O.R. ) ) :.I I I W oil DETAIL N0. B =01 0
MATCH TRANSITION TO EXISTING � I , -' I I i - _ RIM =422.92 I 5.0 , , I - I _
I I 3 2 I " 12 1 cn
EDG EX. ; 22 - 6 PVC RO /YARD DRAIN 5 5 ( ) . �.I I I
CIF I I I - U I.E.�417.75 12 CPEP, W, N. SE 11
I PVM I ; - - °' STUB OUT, 3r ° I I
- _ 4081.71 S.F. I ,,, 0 ,� N �; 5196.23 S.F. I I i I W
I - I I.E. 419.59 L I I cv o cp 4518.83 S.F. I W I W
I I _ " I • I N c?i = Z STA 6 +11.60"f8 RT I - , _
I I� I
PVC ROOF YD DRAI 2 INSTALL. 1 � I
I I- wI STUB- -0UT_ , _ I z ' I CATCH BASIN NO. 2 =-TYPE 1 I 100'
_ - -___ I o 1 J SEE C.O.R. DETAIL N0. ,8 -01 6 PVC ROOF/YARD DRAM! N I
1 I NI I.E. 419.49 .1. I _ _ U 0 ( ) I STUB OU7 • , I I °0 6" PVC ROOF /YARD DRAIN
- - o N I . E. = 419.06 z STUB OU T
RIM =421.91 I I
I o I '; of NI STA ' 1 ROAD WIDTH I I r I.E. =417.57 (12" CPEP, NE,- . S) I I I ,I I.E. =420.45
o - - -- -`- ao 1 o END 3s ROAD WIDTH N I.E.= 418.00 (6" CPEP, N) '
_ _ I 3683.71 S.F. °I START TAPER I - 8' PRI V. DRAIN I I i
to - - -- ZL I.E. =418.46 I I I
00 1 oo -�5 WIDE DRAINAGE ESMT. ESMT.
w 00 - _
6 1 3 0 6" PVC IROOF YARD DRAIN-_'-__ __11w- STA 2 +0317.9' RT I 1 r',0.50' ( 1 ,
/ I 35.00 S .50
N
00 3931.79 S.F. w I COLLECTOR PIPE Ia' '� _ INSTALL- I 0 0
= CATC BASIN' 1�0. -9-TYPE 1 �0 ZE. QWY DWY ' - DWY 5' IWIDE CONC. SIDEWALK
6 PVC ROO YARD DRAIN N I SEE C.O.R. DET. NO. `B�-a I I 3 FN12 0
STUB OUT 00 I ( I t) I CEP WHEEL CHAIR RAMP (TYP) W
» RIM =422.7 S 60% w �� C.O.R. DET 0. F 06, ALT)-,
I.E. =419.89 o I I.E. =4i 7.95 (12 CPEP, S. E) I '- _ 0- S N I Z
°• _ S 1.V. =418.45 (6" PVC, W) i J t 6 0.87 V 6 +00 STREET 5.00 J
$ �o.00 d ss 11 S R MH PO. 3 275.79 L. ."8 PVC SE R MAIN •S= 0.00FT •, !_1
pi a _ p U
• rn 20' ASPHALT " J � " cp
fs .0. z M 2 CPEP 61 L.F.N12 CPEP .N
N88'22'11 "W PVM mil ._ O 04 -0 X N i
'�-- w M S =0.62X Q
O 45.22 43.00 47.0 1= ap -
Z
I
No
, - b I o I 5' WI E CONC. SIDEWALK
«� I ; AND UTILI E ��. EA MENT I Z ,
124.49
Z
16 LT � INLET I.E.= 413.00
6 PVC OF Y D DRAI I N �? *1 INSTALL: 60 % 0 ��g W/ TRASH RACK &
, � BOUT � ,,, ' � ��` � r � B C'
6 PVC R00)� YARD DRAIN II.E.= 419.39 I STA 2+ 3NSTALL:. I-00 J II o� ? �i iCATCH BASIN NO. 1 -TYPE 1 �p Fro I W/ RIP RAP PAD
(SEE C.O.R. DETAIL NO. -01)
STUB OUT I CATCH BASI NO. 20 -TYPE 2 -48" °o o ?OAF ;RIM =421.91 -
I.E. =419.79 WITH OLID LOCKING COVER Z o 0 0- Y ,o ' I.E. = 417.38(12" CPEP, N. SE) STA 5 +5016' LT
' -(SEE C.O.R. DETAIL 0. BR -01 E do BR -01) c7i `�" w 18 1.2 Cpk p . '
RIM =422.68 v o �Pf ------- ---- -; ----- - - - - -; INSTALL. M
66TH '�' ,'' LE =415.5 12" CPEP, E o ��� ��� � OW CB #19 ` (TYPE 2 -48" CATCH BASIN NO. 1 A -TYPE 2--48
% N . 0 3 5 , -' �,, � 4• I.E. =41 � 26 (12 CPEP, N, SE) � v N I � W BIRD CAGE LID,' SEE C.O.R. DETAIL NO. BR -01)
SCALE: 1 = 20 _ r - I / I (
° MI ;.� w 1 °U I 2 v I RIM: 422.0 (EMERGENCY OVERFLOW) % RIM = 423.97
% 4435.02 S.F. N �, 3758.19 SQ. FT. _ w- `� u_ I » I „
% �I "' I- 4160.19 SQ. FT. I TE, _, 6 I I OUTLET IE: 417.5 (12 CPE7',S) II.E. =417.0 12 CPEP, E, W, SE)
N o % N �, W _ I ; C
oI ° ° I0 I ;n W �I. - I.�.- 413.00 I (SEE DETAIL, SH #. 1 !) I i.U14 �4 -03%
1 ZI oI° 33 I ;I� + , ;
RETENTIO DETENTION
1
-' zI + �•, I �� - _ _ _ _ _ _ _ _ _ RECOMMENDED FOR APPROVAL
,'STA 2 +5930' LT- HOQUTAM AVE NE ; °o oI I
', '. . ,•' =STA 6 3oN43' LT -NE 3RD ST I � ZI I POND ,'� TRACT A I �6 I 16 ,
I (SEE SHT 11)
, -,, ,•' INSTALL: �: ��. ealaE - ' CONTROL H N0. 19 -TYPE 2 -54
DRAINACE
(SEE C. R. DETAIL NO. BR -04) I ' . I I BY: _. DATE:
RIM =424.00 25 , I do SIDEWALK GO R 13659.45 S.F.
I.E. =415.00 (1 CPEP, NW, SE INLET) " ° I PLAT LINE by: DATE:
32L 1 CPEP
45.24 .00 _ _ •
"y STA 2 +92N16' RT dt LT =0.5 + STA 3 +26.N16' LT S88022 11 E 277.56 BY' DATE'
S88022'1 1,E 165.24 S ,
END TAPER
__ - - -- � INSTALL:
BEGIN 32' ROAD ; 'v, CATCH BASIN N0. 11 -TYPE 1 N
6 PVC ROOF/YARD DRAIN STA 3 +26N16' RT � I'TY rJ F' R E N'T O N'
STUB OUT , (SEE C.b.R. DETAIL N0. B -01) ,
�. I.E. =419.33 CATCH BASIN NO. 10 -TYPE 1 RIM =421.70 DEPARTMItN T OF PUBLIC WORKS
J,��C (SEE C.O.R. DETl11�, N0= 8 ) I.E. = 418.73 1 P P W
*RIM 421.70 ROADIDRAINAGEICOMPOSITE PLAN
�'�' '��► � I.E. =416.57 (12 CPEP, E, N) ENGINEER. E GRAPE �I� -SCALE I.E.A419.07 (6" CPEP, E, N) NGINEERING 20 0 10 20 Rio e0 JAEGER JERICHO PLA T
TF Dab 1re 4b st1l/
i yrw '11' • flt/
w
( IN FEET )
1 Inch = 20 ft.
ROLL 20 �
Ems. 3 1
1 REV PER CITY REDUNES 10 -7 -04 9419 SOUTH 204TH PLACE CEWNED: JJJ
2 REV PER CITY REDLINES 3 -4 -05 KENT, WA. 98031 DRAW DBA
REV PER CITY REDLINES 5 -7 -05 PHONE NO. (253) 850 -0934 �
'� FAX NO. (253) 850 -0155 CHECKED:
N0. REVLON BY APPR. DATE APPROVED:
e
FRe 0069
DATE: 8/04
SCALE: 1 "= 20'
FILE NAME:
FIELD s00K: PACE:
SHEET: 3 Or: 21
t 0
4