HomeMy WebLinkAboutTED4003222.5A PORTION OF NE 1/4, SE 1/4 AND SW 1/4, NE 1/4, SEC.14, T-23N, R-5E, W.M.
KING COUNTY, WASHINGTON
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? I 8" SD C.O.,
0278 i� ; 100' SPA(
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13
' 3 t 6" PVC!ROOF DRAIN
STl BIOUT O 1.OX
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MIN., (TYP.)
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114 r 8I
REGRADE DITCH FROM EXISTING
12" CONC. CULVERT TO NEW 15"
CULVERT (2:1 MAX. SLOPE) I
TAPER TRANSITION TO-`,
EXISTING PAVING & PROVIDE
0270 2' SHOULDER
SAWCUT NEAT LINE AND -,-
MATCH EXIST PAVING 1,
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-+--- --
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to
CON TR ACTOR-TD--CONTACT-
WATER DISTRICT `9,0 FOR
REMOVAL & RELOCATION OF
EX. FIRE HYD�ANT
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26'
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SUBGRADE SLOPE
CEMENT CONCRETE ROLLED CURB & 2.090
GUTTER SEE DETAIL SHT. 13 OF 19
2" CLASS B ASPHALT CONCRETE
1 1/2" CRUSHED SURFACING TOP COURSE
5" CRUSHED SURFACING BASE COURSE
ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING
ON SOIL CONDITIONS. SEE SEC. 4.02 & 4.03
PRIVATE ACCESS TRACTS A & C
ROAD SECTION F--F
(LOOKING NORTH)
N.T.S.
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ASPHALT TAPER O 10:1 I
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gpk_)L_EVARD TRACTS
R -NTO�
JANETT S VOL. 17/•60
W/2' GRAVEL SHOULDER (SIDE SLOPE 2:1 MAX.) -\
REP EX. EX. GRAVEL DRIVEWAY IN KIND
Iml v\V •4.mi.dlv1 V { V
SOUTH SIDE OF
S.E. 136TH ST. BY
OTHERS
-SEE ENGINEERING
PLANS FOR
PROPOSED PLAT OF
t 8'
0 10 20
40,
" "
EVENDELL
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J SCALE 1"
= 4 o' LEGEND:
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EXISTING WATER VALVE
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0.3'
U-
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EXISTING WATER METER
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EXISTING FIRE HYDRANT
- 0 FT' FT.
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EXISTING UTILITY POLE
EXISTING MAIL BOX
0.05'
1
EXISTING SIGN
2" CLASS B ASPHALT CONCRETE
__<
END OF CULVERT
1 1/2" CRUSHED SURFACING TOP COURSE
®
EXISTING CATCH BASIN
2 1 /2" CRUSHED SURFACING BASE COURSE
o
EXISTING BOLLARD
ADDITIONAL TREATMENT MAY BE
REQUIRED DEPENDING ON SOIL
E-
EXISTING UTILITY POLE ANCHOR
CONDITIONS. SEE SEC. 4.02 & 4.03-p
EXISTING STREET LIGHT
JOINT
USE DRIVEWAY SECTION
TRACT "D»
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EXISTING CHAIN LINK FENCE
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EXISTING WOOD FENCE
(LOOKING NORTH)
N.T.S.
EXISTING BARB WIRE FENCE
----------------
EXISTING BUILDING LINE
(LOCATION APPROXIMATE)
CEMENT CONCRETE ROLLED CURB & ' EXISTING PAVEMENT
GUTTER SEE DETAIL SHT. 13 OF 19
E' PROPOSED PAVING AREA
AS -BUILT SET E.
I_.�� PAVEMENT OVERLAY AREA
SEE NOTE THIS SHEET
UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES.
ACTUAL LOCATION MAY VARY.
I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS -BUILT BURIED UTILITIES IN AREA
CALL BEFORE YOU DIG
COMMENTS REFLECTING MATERIALS ACTUALLLY USED DURING 1-800-424-5555
CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITION`: AS EXISTING UTILITIES SHOWN ARE FROM
DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS THE BEST AVAiIJ16LE INFORMATIONAND
DATE:_ NO GUARANTEE IS MADE AS TO THE
EXACT SIZE, TYPE, LOCATION OR DEPTH.
I.E.=J95.6(495.79)
NEW 12" CPEP
36(38)LF 12"SD
@ 9.17(5.87)%
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� 114 3 BPP
lip I CB# 3 Or TYPE 1 2
� V_ RIM=489-.-6(488.18) 017004
i
11 Pi ! I.E.=48-85(485.28) 12"(N)
o I.E.=48�(485.18) 12"(S)
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60 3
�I 1 (
iLO 0160
9--4(51.6)LF 16"D.I. i
Iul ; @ N STA:13+06.89 S.EI136TH ST.
=STA: 10+00 160ITH AVE. S.E
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2G :${122.0)1_F 24"SD @ I i j '
0-9Z(0.67)% f �� ! i
REMOVE
(( CONCRETE TRANSITION RAMP
I 0086 (SEE DTL. SHT. 14 OF 19)
STA:12+37.3, 15.31T.
NOTES: CB# 39 CURB INLET
1. ALL CATCH BASINS SHALL HAVE VANED GRATES NOT INSTALLED
UNLESS OTHERWISE SPECIFIED. RIM=482.53
I.E.=479.00
2. ALL STORM DRAIN PIPE SHALL BE PVC UNLESS STA:10+87.34, 15.31T.
OTHEREWISE SPECIFIED. CB# 40 CURB INLET
NOT INSTALLED
3. ROOF DRAINS & STUBOUTS SHALL BE 6" PVC RE 48483.E 12"(N)
UNLESS SPECIFIED OTHERWISE.
NOTE:
CONTRACTOR TO CONTACT UTILITY LOCATOR AND VERIFY
GAS & OTHER UTILITY LOCATIONS AND RESOLVE
CONFLICTS IF ANY, NTH APPROPRIATE UTILITY CO. PRIOR
TO INSTALLING PIPE, (TYP. ALL UTILITIES)
A
R 322205
FsS&A�-
EXPIRES 9 JAN 2008
STAMP NOT VAUD UNLESS SIGNED &
STA:9+37.34, 15.31T.
CB# 41 CURB INLET
NOT INSTALLED
RIM-484.38
I.E.=481.35 12"(N)
STA:7+37.38, 15.31T.
CB# 42 CURB INLET
NOT INSTALLED
RIM=489.40
I.E.=486.40 12"(N)
'LIBERTY GROVE CB TABLE
STA: ! t- 8(59.3), �- (15.2)'LT. STA:4G+- (10+56.0), }- :. 15.3)'LT
CB# 1 BP TYPE I CB# 26 TYPE I
RIM=496-_-7,8(496.56) RIM=+&55,- - 485.28)
I.E.=,t - (493.56) 12"(N) I.E.=482-a8(482.63) 15"(N)
I.E.=(493.46) 12"(S) I.E.=(482.63) W(SE)
45
STA: (12+07.8), (21.6)'LT.
CB# 1 A BP CBA 27 TYp (1 i +36.9), 15.2'LT.
RIM=(491.20) yy/�D LOCKING LID
I.E.=(485.75) 12"(N) RIM=48$-6t�(488.21)
LE.=(485.65) 12"(S) I.E.=482_4-7(483.41) 12"(N)
STA: (10+59.6), (22.6)' I.E.=(483.26) 12 (W)
CB#1B BP TYPE I I.E.=+82-6�483.16) W(S)
RIM=(486.05)
I.E.=483.55) 12"(N) STA: 4-*Z4_2(12+00.8), 1-8-8(15.4)'LT.'
I.E.=483.50) 12"(S) CB# 28 TYPE I
RIM=4S9 ;5i9(490.34)
STA:- +- 53: �(10+59.6), +24(22.6)'LT. I.E.-4."- (486.29) 12"(S)
CB# 2 BP TYPE I
W/SOLID LOCKING LID STA: 1-1-E s8 1+58.2), 13.21T.
RIM=4tt�-59(486.05) CB# 29 TYPE
I.E.=4&6�(483.55) 12"(N) RIM=486-38(486.30)
I.E.=(483.50) 12"(S) I.E.=48_-�-�(483.95) 120(E)
I.E.=(484.05) 12"(N)
CB# 3 BP TYPE I I.E.-(484.00) 12"(W)
RIM=48"(488.18) I.E.-(484.05) 6"(S)
I.E.=*85-. r (485.28) EX. 12"(N)
I.E.=4-S5-9C(485.18) 12"(S) STA:1+58, 13.2RT.
CB# 30 TYPE I
STA:;;-t--2 .8(10+24.9), 4L_3(16.5)'RT. (160TH AVE. S.E.) RIM=4.88-38{486.25)
STA:+3mt- . (13+22.3),-2�22.6)'RT. (S.E. 136TH ST.) I.E.=48;3-8-5(484.20) 12"(NE)
CB# 4 BP TYPE II-48"0 I.E.=(484.16) 12"(S)
W/SOLID LOCKING ROUND COVER I.E.=444--Y3(484.25) 6"(NW)
RIMa-218(484.00) 1+53 9), �4(26.6)'
IRT.
.E.=4-�481.05) 12"(N&E) CB TYPE I
LE.=4-8-1--53(479.95) 15"(W) RIM=485-74(486.61)
STA:4+8�9(10+21.6), 1-�-"28.8)'LT. I.E.=4�9-2(484.35) 12"(E)
CB# 5 BP TYPE 11-48"0 I.E.=(484.31) 12"(SW)
RIM=48"483.11)
I.E.=�480.51) 12"(N) STA: (1.31.5}, 2(26.5)RT.
I.E.=44:33:- 479.41) 24"(S) CBS 32 TYPE i
RIM=486-84(486.65)
I.E.=(479.36) 15 (E)
i.E.=(479.49) 16"(W) LE.=484..-1s1.(484.45) 12"(W)
I.E.=(484.55) 6"(E)
STA:14+44--,�(12+37.5),-24.4(21.6)'LT. STA:4+ 4- (3+31.6), 13.21T.
CB# 6 BP TYPE IL
RIM=�488-9{482.01) CBS 33 TYPE I
LE.=�S-6-7(479.71) 16"(W) RIM=48�-$6(487.75)
I.E.=y�479.66) 16"(E} LE.=484-46(484.85) 12"(E)
I.E.=(482.10) 12"(W)
STA: a-�(10+87.3), -,-24-.4(21.4)LT. I.E.=(485.05) 12"(N)
CB# 7 BP TYPE I I.E.=(485.00) 6"(S)
15 RIM=+8-24(482.96)
0300 I.E.=48G-GA(480.51) 16"(W) STA: 41-3(3+31.9), 13.2'RT.
i.E.-484&8(480.46) 16"(E) CB# 34 TYPE I
RIM=48.7:�(487.78)
STA:4 -�(9+39.0), -24 -(21.2)11 I.E.=4"485.18) 12"(S)
CB# 8 BP TYPE I I.E.=(485.28) 6"(N)
�-- -- RE.= 1 6 }STA: 4-+-�-1{4+14.3), Y.�-5(13.7)'LT.
15"(W}
--t-EI
I.E.-4t --25(481.31) 16"(E) RIMCB#�488.67)
-
oI.E.=(481.71) 4"(N) I.E.={485.37) 12"(E)
STA: +--�(7+37.8), 2+4(20.3)'LT. I.E.=(485.47) 12 (NW)
CB# 9 BP TYPE 11-48"0 I.E.=(482.32) 8"(S)
j RIM=4-9�(489.40) STA:5+26.4. 4"(36.6)'RT.
-4" 483.22) 15"(W) CBS 36 TYPE I
RIM=490.58(490.57)
STA:€ . (6+69.2), z--7-,2(28.7)'LT. I•E.=456-59(486.62) 12"(SE)
CB# 10 BP TYPE 11-48"0 I.E.=(486.77) 12"(NE)
RIM=491.7(491.18) STA:5+34.5, 48.0'RT.
MATCH PAVING CB# 37 TYPE I
W/SOLID LOCKING LID RIM=4-96J(490.61)
I.E.=488 G 1(488.18) 12"(W) EX. I.E.=46-7- (487.66) 12"(SE)
I.E.-A-9-9G(488.18) 15"(SE)NEW I.E.=(487.61) 12"(SW)
I.E.=4.8-8.9-e(488.18) 15 (N)NEW I.E.=(484.76) 6-(NW)
STA:4--88- (9+64.5), 45-3(15.2)'RT. STA: 5_+_�(5+13.7), _�q(56.8)'RT.
CB# 25 TYPE I CB# 38 TYPE I
RIM=4 "482.19) RIM=498:6(490.63)
i.E.=479 3 (479.39) 15"(NNE) I.E.=487-G9{487.78) 12"(NW)
I.E.=(479.34) 15 (S) I.E.=(487.78) 6"(E)
STA:9+88.2, 18.6'RT.
CBS 25A TYPE I PER KCRS *PAVEMENT OSEC4.01F,ANOTE:
A FULL WIDTH OVERLAY
RIM=(483.16)
I.E.=(480.41) 18"(N) SHALL BE REQUIRED IN AREA SHOWN. THE OVERLAY
I.E.=(480.31) 15"(S) MAY BE WAIVED ONLY AFTER AN EVALUATION OF
PAVEMENT CONDITIONS OR CHANNELIZATION
STA: 10+15.6, 16.8'RT. REQUIREMENTS HAS BEEN COMPLETED AND APPROVED
CB# 25B TYPE I BY THE COUNTY ROAD ENGINEER OR DEVELOPMENT
RIM=484.18 ENGINEER. IF ROAD SURFACE FAILURES ARE PRESENT,
I.E.=(481.13) 16"(NW) ALL APPROPRIATE REPAIRS TO THE EXISTING
I.E.=(480.83) 18"(S) SUBGRADE, BASE MATERIAL AND SURFACING SHALL
BE MADE PRIOR TO PLACING THE OVERLAY.
(SEE LEGEND FOR PAVEMENT OVERLAY AREA)
DALEY-MORROW-POBLETE, INC.
726 AUBURN WAY NORTH
AUBURN, WASHINGTON 98002
PHONE: (253)333-2200 (FAX)333-2206
,Q r - F_I
ENGINES D - gU NVEYING
incorporated
REV. NO. I DATE I DESCRIPTION APPROVED
CLIENT
LAKENDCE DEVELOPMENT, INC.
P.O. BOX 146, RENTON, WA., 98057
PHONE No. (425)228-9750
PROJECT
Lf ERY GROVE/CONTrCAJOW
LIBERTY GROVE
STFEET AND STORM DRAINAGE PLAN
DRAWN B H.D.O. 1"=40' DRA"�'1Ol-470ENG SHEET 5
APPROVE�.L.D. I DATE �4/27/u5 _ '10� Y_01-470 . - -- OF _ 9
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