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HomeMy WebLinkAboutSWP2702103.111 0 — O L0 N z E 1.653,250 + N 175,362.88 E 1,653,429.45 E 1,653,500 J ELEV 8.8 J ELEV 1.8 J ELEV -0.2 -0 0 m c0 Ln 0 p t Ln to F=� 20A Washington Natural Gas Pipeline (Do Not Disturb) N 175,669.81 F i AR1 i A RR CURVE DATA .r D = 1 4° 06 447 �'� �� j� ��� 3, y HF T 6 O \ O R = 406.0'' T= 2 4 1.5 4' L = 435.79/� ! z .� � Existing Bridge �, �! a+r �� f E 1.653.250 (do not disturb)_ I 24' Storm J � Drainage Pipe - � � (To be completed by others) e�� All g(%c ,, - ems__44 �P G SPOIL DISPOSAL AREA / B-111 \ Xzi O / Je\ \L —� 'aa�e P \ Xj� \ /Q O - tb Oa�� \ \ 4� 0 \ O� \ s PLAN 1 � \ 50 0 50 -- — - Scale in feet 0 u7 o Minimum Top of Bank EL. 15.0 (Both Banks) 4 w 0 cp Q I— U) 695�00 S wP- 0 -30 0? Maintenance Berm 11 Channel Bottom ca r- rn m �a F- a) fW :o oc i~ ti Low Flow Channel Bottom _ PROFILE 696+00 — 20 N --- ---------- ---- o v' + rn rn Q Q ~ 10 ELEV 8.7 S 0.0002 ft/ft Approx. Ground @ _-� ELEV 1.7 S`0.0002 ft/ft j ELEV ,-0.3 S = 0.0002 ft/ft 0 698+00 699+00 NOTES: 1. Location of Utilities No representation is made as to the existence or non-existence of any utilities, public or private. Absence of utilities on these draw- Ings Is not assurance that no uti!itles are present. If buried utilities are shown the location and depth ore approximate. The exact location and depth of any utility must be determined by the utility company prior to any excavation. 2. The disturbance of the WNG high pressure gas pipeline may create hazard to life and property Extreme caution must be exercised while equip- ment is being operated in the vicinity of the pipeline. - 3. Washington Netural Gas (WNG) representatives shall be notified and shall be on site during any excavation over or adjacent to their 20n high pressure gas pipeline. LEGEND Temporary Construction Limit Permanent Easement Boundary --- — ii Channel r— METRO Sewer Pipeline ►—� �---� r--+ WN G 20" Gas Pipeline -- Power Transmission Line �-- 111 12" Woter Main CONSTRUCTION NOTE: A 3:1 slope shall be maintained where possible between the maintenance berm and the permanent easement boundary. Where there Isn't enough run for a 3:1 slope, as flat a slope as possible, not steeper than 2:1 shall be maintained. ' L �1 d Dmw2103 0 PLAN PROFILE cc P- 1 CHANNEL, STA 680�26.37 to STA 706+55 EAST SIDE GREEN RIVER WATERSHED ui KING COUNTY, WASHINGTON U. S. DEPARTMENT OF AGRICULTURE SOIL CONSERVATION SERVICE RDH, DD, KB 4 / 86 Ac roved �� -- -- - - - -- Dra, RDH,SMA, RB - - 4/861------------- -- -- --- -- Tra ed— - — Shee: praw ng No — — ��' ESGR-CO-2 cne_ked KB 6/86 i 13