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RIPRAP
<br />WETLAND
<br />364-
<br />366
<br />DHA 3019-2
<br />REBAR/CONTROL CAP \
<br />N 345152.320
<br />E 1286137.557
<br />EL 368,75'
<br />5�5
<br />N:345,153.50
<br />E:1,286,157.76
<br />IE:339.36
<br />N:345,066.63
<br />E:1,286,166.66
<br />IE:339.38
<br />I I I I I �11111I
<br />\\\ 1 1 I I I N.345,038.25
<br />\ 1 1 IIIIII I I I I I I E:1,286,170.07
<br />\ \ \ \ \ \ I IE:339.38
<br />\\ II IIII IIIIII II �iiII1
<br />\\\\\ 1 I I I I
<br />\� 1111111 IIIL11 1 IILII
<br />\ \\\\\\ 1 III I I
<br />\\ \ \ \ \ \ \ \ \ \ N:345,009.98 I c
<br />E:1,286,173,56
<br />\ \ \ \ \ \ IE:339.38
<br />\ \ \\\\ \ \\ \ 111 11 \ 11 1 1111 ® I
<br />\ \ \ 1 11 1 \ \ \\\\ \ \\ \ \ N:344,982.08
<br />E:1,286,177.34 38 I
<br />11
<br />IE,339.1
<br />11 11 11111 \I 111111111 I
<br />111 11 1111 11\\\\\ 111 \i�1111��
<br />11 11 11111 \\ 11, N:344,954.99 \
<br />\E.1,286,181.74
<br />IE.339.38 I
<br />N:345,222.57
<br />E:1,286,185.61
<br />IE:341.82
<br />N:345,210.60
<br />E:1,286,201.62 N:345,200.00
<br />IE:341.72 E:1,286,218.68
<br />�IE:341.63
<br />HANDRAIL N:345,188.97
<br />E:1,286,235.46
<br />WETLAND. IE:341.53 /
<br />N:345,177.68
<br />E:1,286,252.03
<br />IE:341.44
<br />N:345,156.67
<br />E:1,286,286.31
<br />IE:341.66
<br />N:345,149.41
<br />E:1,286,305.96
<br />DHA 3019-107
<br />IE:341.58
<br />MAG NAIL/WASHER
<br />N 345194.084
<br />E 1286294.229
<br />N:345,139.25
<br />FI ern i F'
<br />F-1.7R6 393.49
<br />WE
<br />LEGEND
<br />0
<br />MANHOLE
<br />®
<br />STORM VAULT (SIZE VARIES)
<br />O
<br />DRAIN BASIN
<br />®
<br />PIPE PLUG
<br />PLUG VALVE
<br />EI
<br />PIPE FITTING (SIZE/TYPE VARIES)
<br />®�
<br />EMF UNDERDRAIN
<br />i
<br />EMF DISTRIBUTION
<br />STORM CONVEYANCE
<br />GRADING LIMITS
<br />CONSTRUCTION NOTES
<br />1 STRUCTURE CONNECTIONS PER DETAIL 1 /C546-26
<br />2 GRAVEL MAINTENANCE WALKWAY PER DETAILS
<br />C/C546-26 AND D/C546-26.
<br />GENERAL NOTES
<br />1. SEE GENERAL NOTES ON SHEET C2D-1.
<br />1 8" EMF UNDERDRAIN SDG PERF
<br />ff> 24" EMF UNDERDRAIN SDG SOLID
<br />11> DRAIN BASIN
<br />4 48" MANHOLE
<br />DISTRIBUTION PIPE CLEANOUT
<br />REFERENCE DRAWINGS
<br />4,
<br />,
<br />A.
<br />0-
<br />r-C150
<br />GRADING PLAN
<br />i
<br />.:
<br />PAVING _
<br />40-YD-C221
<br />PARKING AND PAVEMENT MARKINGS PLAN
<br />SCALE: 1 -- 0
<br />two business days
<br />before you dig ENGINEERS,
<br />CIVIL ® STRUCTURAL ® SURVEYING
<br />4915 CENTER STREET I TAC®MA, WA. 95409
<br />PHONE: (253) 474-9449 FAX: (253) 474-9449 Kennedy/Jenks
<br />http;llwww.s ifts-hill-eng i neers.com/
<br />Project No.: 18,815 Project Mgr.: DCD 32001 32nd Avenue South, Suite 100
<br />Federal Way, WA 98001
<br />- -- - . a e. I Ph. 253-835-9400
<br />
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