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ON THIS SHEET
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POR OF THE NE 1/4 OF THE SE 1/4 & THE SE 1/4 OF THE NE 1/4, ALL IN SEC. 10, TWP. 23 N., RGE. 5 E.9 W.M.
MA MHUNE 8 + 29. 62,
SEE SHEET 9
MA TCHUNE 16+50,
SEE SHEET 9
14'
PAD EL 25.0a 21-2-51 LT
1 465 0 II GO 41, TYPE I
50 �P I
2 12+ EX �PPT w�IUNDE�RGROU�ND
14, T)PE 2--m�" ---------------
FFAD ELI --------------- 77- 1 1 1 211 CONDUIT
4146.001 Lai,
4WOA, . ........ ...........
2'LT+ PAD EL
(CTR; SXT)
ve. 5055 5
1_4.?2 LT1C1R GRATE I r I L.
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-------------------
EX END OF GAS LINE
'6 P VQROOF I I , I ( 4 g
1T7-506.65
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7+04.61, 14.22' RT
466.7
Nq FOOT ,WG �CB 31A, TYPE I
PAD Ell r TYPE I w
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INAGLE 1,14 4&9 W) 5OZ3 PROPOSED FOOTING DRAIN AT
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--- N ') I / -- .1 - It Lf I v IL A
-------------------- 1 -0" r-1- EDGE OF EX. A SPH.
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CURB RAMP �TYP)
gi-
40r+
CURB RAMP 0
471.:1 3 PC = 19+28. 41 8 1 '4a7 68
2t- I PRIM S'70 i fpA--D--E-Li PT = 19+62.16--,�
#5- U7
1 136I; I 21A. 'TYPE: PC 2+18.73
DRAIN EA$WENTI:
EX CUL PERT
CUM RAMP 2+40.:00,
511.1
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PAD EL.
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NGPA SIGN
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#E DETAIL SHEET 171 PAD EL
SPLIT RAIL 4M5
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(7-YP) PER
\DETAIL SHEET
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ROCKERY wNNEcr ROCKERY i COrrP. 164 rrPE I
IWAIA1 Tn R- DW-� 1 23059053 SCALE: 1" 40'
C9 16, TYPE I
1+05.00, 14.22' LT
LOTS 27-39 AND 83-86 DRAINING TO -0+9326, 14.43' LT
MATCH EXIS77NG AND EXTE
WETLANDS ARE LIMITED TO A MAXIMUM ROOF E
TO 1+05.70, 14.00' LT
AREA OF 2,000 SF PER LOT, ASSUMED CON 77NUE IMPRO WMEN 7S
NORTH PER ROAD SEC77ON
AND PAVEMENT EDGE TO
PROVIDE SMOOTH 7RANSIT70N
1+0&00, 14.22 RT
0 20 40 10' PPIVATF STORM 80
PASSING 8-INCH SQUARE SIEVE.- 100X
PASSING 3-INCH SQUARE SIEVE: 40-60X MAXIMUM
PASSING 314-INCH SQUARE SIEVE: 0-10X MAXIMUM
CLEANWT SCHEDULE
LOT
TOP
(MA TCH FG)
AND
INVERT
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6'
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2
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4
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6
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32
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458.0
6" 1E 45-
34
460.0
6" 1E 45e
35
460.0
6" IE 456.50
36
461.0
8' JE 457 50
37
461.0
8- IE 457.50
38
459.5
8" 1E 456-00
39
45Z5
6" IE 454.00
40
466.1
6" 1E 462.84
41
468.6
6" IF 465.10
6- 464.59
42
470.1
43
470.4
6' 464.02
463.28
44
469.2
45
-4-6-7.5
8' 1E 462.76
46
466.6
8' 1E 461.53
47
464.4
460.27
6" IE 14-080. JO
49
483.8
50
486.6
6- IE 483.10
51
490.7
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52
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6' JE 488.70
53
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6" IE 484.30 II
54
490.3
6" 1E 483.78
55
492.0
6' IE 483.26
56
490.5
40,82.75
6- 1E 482.58
57A
490.0
-Ww--IE482.1 4
57B
482.0
9w- -IE-478.50
58
503.5
6" 1E 500.00
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59
506.0
502.50
60
508.7
6" IE 505.20
61
510.9
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62
512, 7
6 - 1E 509.80
64
50(- m6-
1E 470
65
501
- JE 502-94
66
1 50
-6
6" IE 50370
67
68
61 1..z
6'
iL -56".70
69 499.9
6- 1E 496.40
70 494.9
6" IE 491.40
71 491.5
1 6- IE 488.00
72 490.4
1 6- IE 486.83
73 484.8
6- IE 481.30
ALL STORM DRAIN PIPE SHALL CONFORM TO SEC7701
7.03 OF 7HE 1993 KING COUNTY ROAD STANDARDS,
774E FOLLOWNG PIPES, SPECIFIED IN SEC7701V 9-05
OF 774E WSDOTIAPWA STANDARD SPECInCA7701VS
ARE ALLOWED: PLAIN AND REINFORCED C01VCRE7E
S70RM SEWER PIPE, DUCTILE IRON, POLYVINYL
CHLORIDE (PVC), LINED CORRUGATED POLYETHYLENE
(LCPE), AND SOLID WALL POLYETHYLENE (SWE)
PIPE,
Checked for Compliance to City Standards
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TRLkD
ASSOCIATES
12112 115th Ave. NE
Kirkland, WA 98034-6929
425.821.8448
425.821.3481 fax
800.488.0756 toll free
www. tria assoclates.ne
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wI a IN.- 701
RICHARD A. TOWNS; PE
PROJECT MANAGER
MARK S HARRISOK PLS
PROJECT SURVEYOR
RCHARD A. 70MKINS, PE
PROJECT ENGINEER
JEFFREY L COX. ASLA
PROJECT LANDSCAPE ARCHITECT
FIRST SUBMITTAL DATE: 8120107
SCALE: HORIL: 1-40' VW.: NIA
w
STAMP NOT VALID
UNLESS SIGNED AND DATED
JOB NO. 01-047
SBZ1T NO. 8oF21
L;i
4 S- Q2012 TRIAD ASSOCIA