HomeMy WebLinkAboutTED4003202.2PORTION OF THE S.E. 1/4 OF SEC. 19 TWN. 23 N., RNG 5 E., WM
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\\\ \ I MIN. FL.187.0MIN\ L.=1�\6.0 I IN. �L.=186.0MlipMIN. FL.=188.0
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\ I � / STA 1+39, 26 LT / U' N
\ \ \ \ \ \ \ \ C-TYP I w B#(2 I STA 2+39, 16' LT
8" �OOF \ \ 8" ROOF /� EX 6" ROOFRttv1 EL = 189.59/ I EX CB-TYP I GRAPHIC SCALE
\ DRAIN - ' _ _ _ _ _ , _ _ _ DRAIN /(NV EL = 185.20 r I RIM EL = 189 f I E
DRAIN \\ \ \ - - - - - - - - _ // / I INV EL = 185.16 20 0 10 20 40
\ \ 2 +Q N88"31'26"W I 21 LF-1 240,S=1.0%
\ \ \ I\ � 88` '26" \ 75.00� 1\
\ \ \ \ \ \ 5.06 : - 4._ - - o ( IN FEET )
� Q_ 1 inch = 20 ft,
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\\ \\ \ \\ \\ \ \ 2+ 1 00 j \ \ 2+ " �. ��
\ \ \ " \ - 00 19 LF-12 0, S=1.09 HDPE
32L 12 0 SD \ .'C_`_'-{`----�--�- r5- � ( ) 1 +f00 f
\S=\\ I \ ♦ �\ --
- j REMOVE AND REPLACE
26: 6
i \ \ \ , \ s - ~ " I 0_. 0� E2"06,S 1.00% DRAIN WITH
fA 2+95, 10'LT \ \
- -- I
3 #4- TYP I
M EL = 177.00f I \ � =
- - --
V EL = 174.00 \ \ \ \ \ \ \ \ SU 2+70 \!O'LT
CB#4-TYP I »
WX N X " \ \ - - - RIM ELF = 187� \ ROOF \ \
30 LOG 36 D � �� � � � EX. CB
PERSION \ \ \ \ D N 6 ROOF
INV EL � 182.5Q � � 0 D4 D4 RIM EL = 189.02
\ \ I \ \ \ \ \ \ `k DRAIN i
:NCH (SEE DETAIL) \ : W \I \ \ \ \ i \ '\gS \ ,� I STA 0+26, 10'LT / /1 g I INV EL = 183.91 N
\ Nr\ 0)\ \ \ \ \ �g6 \ CB#1-TYP I V 1 N INV EL = 183.92 E
t
M 1b \ \ \ \ \ � 6� \ � w � j RIM EL = 189.39 I � INV EL = 185.00'
w \ INV EL = 185.47
\ \ \ � � \ \ TL T T r\ ,� � tG LLJ NEW 12"
)F ROCKERY • \/ I\ \ \\ \ \\ I Co \ \ � — _ \ \ rn o
ALES SHALL BE I \ �\ I k \ \ o I �NEl "
W
J ACCORDANCE Q \ \ \ \Y \ \ M I \ FL. =1 &0 0 z \ \ � \ � �- � Q ri
CHNICAL '� \ \ \ \ _ 4 Z "t
NS \ I \ BX\S \EL.�174.Q i \ MIN. FL. 188.0 5T�l AT T
o\'\ \\ \ \\ \ \ I \\ a� \ \� �\ MIN. FL.=192.0� MIN. FL.I 194.0 00
\ \ \ I \ \ Ex. CB
RIM=188.96
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INV=184.46 6" W
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\ I\ \ \ \ \ \` WITH MIN 3-FOOT' \ \ /
\ N \ \ 15\ BSB� \ 1\ SUMP \ \ \ I \ EE DET)kILs)
pR\RIO \ \ 8"D DRY WALL
\ I \ � \ I\ (SEE TAIL)
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\ \ \S Z <ilol
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\ \ \ 7 02 \ \ \ 75.02 \ 75.02 _ 70.02 25 20 EX. CB
� RIM=190.18
•5 ,56 E\ 295 9 INV=185.03 12" N
� INV=185.08 12" E
O DISPERSAL TRENCH SHALL BE CONSTRUCTED \ \
� IN ACCORDANCE WITH KING COUNTY SWM, S . 23RD �(:�T . � � � \ 0 I % SECTION 4.3.66, AND RECOMMENDATION OF '0 `3RD ST.
THE GEOTECHNICAL ASSESSMENT. \
� � 1
— 1+
S88°19'56"W (BHI) 1004.92' (BHI) — — — — — — — — — 1355.06; (BHI)
1355.21 C.O.R.
S. LINE, SE 1 /4, SEC. 19-23-5 S88°43'40"E (BHI)
S88°41'36"E C.O.R.
200
196
192
188
184
180
176
172
2+00 1 +00 0+00
PROFILE EASEMENT
HORIZ. SCALE: 1" = 20'
VERT. SCALE: 1" = 5'
"U.V ELEV
170.00
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL; AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1-800-424-5555
RECOMMENDED
FOR APPROVAL
BY DATE
BY DATE
o 9s7 lw� BY DATE
I s101NAL BY DATE
EXPIRES 6/22/05 BY DATE
AS —BOIL T CER T/FICA TE
"AS BOIL T" IS BASED ON ACTUAL FIELD SURVEY
BY TOUMA ENGINEERS AND INFORMA TION SUPPLIED
B Y CON TTRA C TOR
ORMWW N0:
86001 SITE
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