14-105930 PLANSa
PROPOSED
CALL_ BEFORE YOU DC: /
1- 800 424- 5555 k '
120'
X N69
a
STRUCTURE LIST
CB #1
RIM=27728 X
RISER 0/F EL=275.06
1E=273.08(6" ELBOW)
1E=269.48(8 CAPPED ELBOW )
1E=267. 13(18 " CMP N)
1E=26718(36" CMP E)
1E=26703(18" CMP S)
CB #2
RIM=277.69
1E=271.99(12" ADS NE)
1E=26729(36" CMP E)
1E=26729(18" CMP SW)
a
CB #8
RIM=280.98
1E=276. 18(12" ADS N)
1E=276. 13(12" ADS S)
1E=276.37(12" ADS E)
CB #9
RIM= 80.94
1E=278.31(12" ADS W)
1E=278.34(6" PVC E)
CB #10
RIM=283.23
1E=27 .90(8" ADS E)
1E=279.63(12" ADS S)
1E=279.63(12" ADS N)
X
I \
X \
I \
�o
I \
ADDT�O��11�1,1 TO E
------------ x------------------------------
:.
•0EXTRUDED
•CONC CURB
�•' 91
• �� 88' • ,
�• '
r
0
Sri
/E
o i-
I X i
F n ----r B-•--�T-1 � U
6 • 8 CPEP i 289.2
i 0.58q
° X
X - - � 288.451'
<o I�c� 4 6
i X \� X U �t 1 =282.5 458 F PVC
6 288.2
O 85
286. O = i . ;.. :. 2 0
5 LF 6" vrX
O5.6 r, YD # x \ 6" PVC ROOF DRAIN III 3:1 MAX.
COLLECTION POINT
X 5 3 ° \ 1.0% MIN.
O��o D # 1 DS DS it
WATER CONNECTION POINT
6" PVC)
1E=284.75(6" PVC
co X , ----
S) o I O CD \`Js ;; 6" PVC ROOF DRAIN
COLLECTION POINT 5 1 MAX.
x 2�Is9 E �Q� �° - NO�E .5% MIN.
2 O
58 .`1' � � 285.1 : � ALL DOWNSPOUTS SHALL HAVE WATERTIGHT 28 •0
69X 85. DS 0-0)CONNECTIONS TO ROOF DRAIN COLLECTION
OU � DS SYSTEM. COORDINATE DOWNSPOUT LOCATIONSD
Or� `c F WITH ARCHITECTURAL PLANS
U 00 I u 284.7 TC DS X
284.2 TP
R.::
0 00 I 285 0 6" PVC ROOF DRAIN
U O I COLLECTION PIPE
I X i O 84.2 ® 1% MIN.
3.8 28
ME T\ �:`I -- NEW CONCRETE WALK EW CONCRETE WALK
00 DS
4 00
x
�0V #10 2 DS
�° r,:: • IE=283,25
� I
EO 4 4F N� ;
x 3 X ® DS
CB #1282.9 r
8 L X
X
CB #11 x
CB
RIM=282.80
, p::` ' :':.;.
®
283.3 0 c
- Z_ 283.0 DS BUILDINU
RIM=2 9.28 I
I
282.5 _,,, 2'0% I
1E=273. 19(12" ADS N) 1E=280.30(6" PVC N)
°
x
1E=273.29(12" ADS E) 1E=280.08(8" ADS W)
I
I 28 7
282.9
282.9 282.5 I 285. L E u- 285�
1E=273.39(18" CMP W)
U
TOP OF OF=276.34 C B #12
"'
X
RIM=2897.7,9 I
�
CB 4 1E=281.29(12" ADS S) a;
# �,
/E=281.69(8" ADS SE)
i U
I O
282.3 DS DS
RIM=279.24 I
1E=281 59(8" ADS E)
CO
Ni
282.5 \ IE=281.1 r<
1E=273.46(l2 ADs s) NEW EXTRUDED
1E=273.46(12" ADS W) I U 28 0 � DS
CB 13 PER DETAIL SHT. C4 w ! - w - EX. WATER w - - w - -
CB #5 RIM#288.35 -
RIM=277.93 X 1E=281.25(6" ADS E) ' O O DS ,. X
1E=273.63(12" ADS W) 1E=282. 15(8" ADS W) I
1E=273.63(12" ADS N) YD 00
#1 x X Z O 2 N I 6" PVC ROOF DRAIN c'
R1M=284.76 I N O o� COLLECTION PIPE DS LOCATION OF
CB #6 /E=282.44(6" IN/OUT) O U d O I ®1%MIN. �.` REGRADED DITCH
RIM=27783 I O O PAVEMENT w
1E=273.73(8" ADS W) YD #2 O U DS m
1E=273.83(12" ADS E) RIM=284.8 I / o C #�X nccl�)
n 6
CB #7 /E=282.3(6" IN/OUT) / O U I "O 1� ;
RIM=276.64 I 4 282.2 f
6" PVC ROOF DRAIN z
1E=274.04(8" ADS E) N x @ 1 0%� -;: ' ` COLLECTION PIPE
-------------------- _ I O U ®1 % A�IN
!
U cv O 282.1 TC `� !
2B00°� -� MODULAR BLOCK 0 281 I sDCo X
X RETAINING WALL 2 � o R1M=291.98
i �_ �; 0 �O IE-279.0 i
• ' �_ Ua �'285.0
y x 0 280.7 d 280.7 DS
103 LF O U O 2 d .. DS
NEW
�' BOTTOM WIDTH=10.0' IE=273.3
WITH RIP RAP 23.4 2:1
t O LEVEL .8
6 HI H CHAIN L K FEN PROTECTION O J
� - _ SPREADER 8 x6 xl N x
N
N i I BW=276.0 PER SHEET C4 DETAIL HICK PAD _ 7 O ` DS
NEW 27 TUB ROA
- -_- _-_- -_-- W 27O X
S88-39'09'E 48' 780
f'k
--- co 12 Ew 2 Ln=2 0.20 Xu
(TYP) FUTURE A D D I TI 0�
-- ----- ---- - -- O I7
3:1 1------- I
42.6 LF 1 . , •CPEP ...=272.27 ` U X
P
t E 63. 12 PE 0.27�
n I � I
CB #4
N TW=
if 2E
3.1
i CAA 0, 9 ..........CB .. ............ .� 279 279.6 TIP
5 - --- -- --- - ..... -
•1 i
2}
279.2
i EX. 8 SS
<:
,
=KER 279. ....... 280.0 t < i 6
` ..279.0.......... t i
"................................i...:.............. t
,• •> X--' X 46.3 LF 12 CPEP �
278.6 x . NE-W AS HALT
14.LF 12" P CAD 0.429 a� _-0-37% 279.8 x , PAVEMENT
I
0
W
`'' o ----_
(PER DETAIL
X
C
-
o
BW-277 280.
__
_
6 L�$"\CPEP 0- -2
278.6 CB 5
__
2.0%
2� .O
-----__-
_�
PERMIT N0: 00-101154-000-00-MF
-------
S88°39'09 III'
.,;`':
_
------------
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---- - _
2:1
-
2.1
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----
_
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"E
•
AS BUILT CERTIFICATION:
= 6 EX. 8 SS
S88°3 '09"E
23.06'
= J88'39'C
8-8K
105.00'
281 6 AS BUILT INFORMATION SHOWN ON THIS PLAN IS THE
SAWCUT LINE
_
RESULT OF A FIELD SURVEY PERFORMED BY ME OR
I'I
NEW 2.5 HIGH MODULAR
= Bw= 7.o
_271,
Bw=277.0 5.64'
UNDER MY DIRECTION.
:.
28 I
_
_ LOCK RETAINING WALL
±
EX. 36 ACCESS
w-277.0 _
-__________________________ _ _____
-----�_____________________
2't HIGH
MODULAR
FOR WATER CONNECTION
WITH LADDER-------------_--$�-�_�,,,
.,�'"
POINT SEE VIEW ®RIGHT
'' I I
I
RD. ESMT. Rec. No. 3455904
�; %'
�°
EX. SDMH TYPE 2-54
�;; _
;-;
SURVEYOR DATE
_____________________________________
(2) EX. 204 LF 96" CMP
X RIM=278.57
IE=267.5
-`• x
•
I
I
EX. 8" S5
EX. EDGE OF
DETENTION
t
ODULAR BLOCK WALL
TW=278.0
EX. SDMH TYPE 2-54" W= X
RIM=278.37:
5117102 ASBUIL T-REI/lSIONS
274.45±��, ;
I
273.5± PAVEMENT
IE=267.5 X
x
_
MATCH „` I
IMATCH
FX-
LEGEND:
PROPOSED TYPE I CATCH BASIN
PROPOSED TYPE II CATCH BASIN
PROPOSED STORM PIPE
EXISTING TYPE I CATCH BASIN O
EXISTING TYPE II CATCH BASIN
EXISTING STORM LINE --------
PROPOSED SPOT ELEVATIONS
EXISTING CONTOURS --
EXISTING SANITARY SEWER MANHOLE O
EXISTING SANITARY SEWER LINE �-
EXISTING WATERMAIN
EXISTING WATER VALVE D4
EXISTING TEE FZI
EXISTING FIRE HYDRANT
STANDARD PAVEMENT
PROPOSED CONCRETE
PROPOSED MODULAR BLOCK WALL
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VERTICAL DATUM - BASIS OF ELEVATIONS
NATIONAL GEODETIC VERTICAL DATUM OF 1929
AS ADOPTED BY CITY OF FEDERAL WAY
PROJECT BENCHMARK
TOP OF 2-1/2" IN PIPE IN MONUMENT CASE IN CENTERLINE OF PACIFIC HIGHWAY SOUTH
(NEAR S.W. CORNER OF SITE) ELEV. = 276.88 FEET
SITE BENCHMARK
SET PK NAIL IN ASHPALT ROADWAY (17' ± FROM N.W. CORNER SITE)
(SEE DRAWING) ELEV. = 288.48 FEET
WATER CONNECTION POINT (SOUTH END)
CITY OF FEDERAL WAY
PRECONSTRUCTION/INSPECTION
TEL. No. (253) 661-4131
PERMIT NO: 00-101154-000-00-M
CITY OF FEDERAL WAY
APPROVED BY:
DATE:
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