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HomeMy WebLinkAboutSWP2701372.18,00 0 io0 SEC. 30 31 723N R5E KJ, 5 98 Nlp� 55 ti PT 420+94 02 N 166 2G6 41 E ! 658 o26.+14 PI 42O+59.06 200 mZ r<tN N166232OI E 1658 0l9.79 16g' I65 -C4zo+2N.Oz N166 198.67 E 1658 009, 01 5 290CURVE DATA 57 897 _A = 07' D 10° R = 572 96 7 0 L 0 L _ 7.00' PT H2O+ 14.34 N 16e, 189.+46 E 1 658 OOr,,03 - P1 z119+79.38 3 N166 15C"Iz E 1 657 995 244 PC A419+44.34 T N IC66 121. 7z 1 E 165T 988.58 E 1 j Q = 61N8'O1" Q A: 290 07'AtE WQ >0 D= 10° R = 572.96' WQ >0 D= 30° R = 790. aJ9' _ C C) L= G8.00 vN L' 97.10'h m Z N�mO 0 N rnul _ m ZT `Om 7T7 '°° t<)�wZ 1 ao 0) 0 L6 N � `t) 0� 9u' r E° (T)n COLt"in •��'_-c ��rn � 00 i` Oft- r'_ 0 w O -Orm� �j inm� r 7� ��� +min �yU)z W�o� O��x r` �s`� ��9 tnN� O �N �a �zw� �zwH A z �� X � �ZW �ZW 7Zw ?ZuJ O'DQQ I' n - - 7Zw __ h _ v 4- �_ 0 �^ CURVE DATA a w d m X n- a_ 0- a 0- 0- Z A=40'H5'13" d D= 40° \ R= 3. _ p 1r x � 5 0' T = 53. 20' STATE 0 + VV Oto ENO y +uQ 5 tS �19� dam m I ti0) 1 _ _._ �Ln� Anti +cc) lnin p� 16 • _ 0 -- 0.?. 0 T L11 O - � �zw azw Z E 1,e58,000 7 N700,5 1 7Tj /�16 E x s. • - _ I x � O� oL14^ a"\'FrVY F:A -7n j' K 10. 77' - - 1�°0 r Eti r 8 x 0Z�'q 53,.E o�NOgR xwCLO LO pERMq _ O UZL'j N 166 143 VENT Eq O w j E1657 870 SEMENT 80 9 - \ U14 0 250' Z55' o Zt=r~ 06 Ofl,.e //1g 8' 6 f o O oco� to j N165 N55.70. 97�iN/ ° I CO�Q�° E1 �57 Sot 99 8 0j, Owl r OS.(NEON 7mF-ZW iL ;1 N 165 363.93 �/63* U U, OMAIN E 1657 769.56 JA ON W a Ctlyt7 -r r a ^� 96ARE1 �,�' -x--- o z _ R/W CURVE m I O X f oATn = r� � " U s. - x / 53� IVAN W - A=69'1410" NIA `S COMMONWEALTHLnin Ln in N X UMBEDACHT ° (1) R='43z� -- � � INVESTORS �Z z "° Lw UMBERTO t VIRGINIA BARD EA.5T VALLEY HIGHWAY TEMPORARY R/w 18 ' CONC. PIPE 15'5' TEMPORARY CONSTRUCTION LIMIT _-- I 4o7+75t °D 6 10'MAX PERMANENT EASEMENT vAR1E, - 77' PERMANENT EASEMENT 'r' 1 NO TEMPORARY % W M! V RO R/W SPOILS 2 I FREEw'aY RiW r� 10 CHANNEL BOTTOM_f- CHANNEL 9oTTOM-TRANSITioN Jl' TO 1^1' TEMPORARY R/W 165' TEMPORARY CONSTRUCTION LIMIT 10'MAX. TRANbI70N ST'T077' PERMANENT EASEMENT x 2 I Z SPOILS I FREEWAY R/W CHANNEL BOTTOM TEMPORARY R/W 765 TEMPORARY CONSTRUCTION LIMIT l0 MAX. 117 PERMANENT EASEMENT � 3 1 L SPOILS z FREEWAY R/W CHANNEL 30 TOM18 TEMPORARY R/W 155" TEMPORARY CONSTRUCTION LIMIT 10" I r� MAX - V + 77" PERMANENT EASEMEN 7- 4 t 2 C)SPOIL5 I METRO R/w CHANNEL 13 TOM�- TEMPORARY R/W-�{ TEMPORARY CONSTRUCTION LIMIT-250' PERMANENT - 10'MAX. EASEMENTUj 77' xc 5 C.0) SPOILS 1 2 I18 METRO R/W CHANNEL BOTTOM TEMPORARY R/W� r ^ v' TEMPORARY CONSTRUCTION LIMIT-250" PERMANENT 10' MAX. EASEMENT 77' toe 6 V SPOILS ' 2 I II METRO R/W CHANNEL BOTTOM I•�TRANSITION 14' TO 18' TEMPORAR'( R/W 1. i TEMPORARY CONSTRUCTION LIMIT-250' PERMANENT 10' MAX. EASEMENT 77 [a SPOILS z METRO R/W CHANNEL BOTTOM-14' TEMPORARY R/W-� TEMPORARY CONSTRUCTION LIMIT-250' PERMANENT 10 MAX TRAN51nON EA5EMENT 85'T0778 5POIL5 z I � METRO R/W CHANNEL BC T TOM- M' �-i - PERMANENT EASEMENT---) 1V0 TEMPt7RARY F2 VV VARIES-- 9 METRO R/W �-- CHANNEL B077OM-14'� _ WQ� z�;o �L9W tv > jUJ WNQ WAN PERMIT REO.l1lRE0 EAST vALLEV HIGHWAY - O TEMPORARY R/W -ttARIES TEMPORARY CON5TRUC.TION t_.IMIT 10- MAN .- �VARIES PERMANENT EASEMENT SPOILS 2 I i�-METRO R/W � C HANNEL BOTTOM !--' 4' TEMPORARY R/W TEMPORARY CONSTRUCTION LIMIT 10 MAx. 6O- PERMANENT EASEMENT I Mt= sPoiLs z I---TRO R/W 13 ANBOTTOM-z �- - xi CHANNEL_ TEMPORARY R/W TEMPORARY CONSTRUCTION LIMIT 10'MAx� -57 -PERMANENT EASEMENT SPOILS 2I I �.c McTRO R/W N--CHANNEL BOTTOM 'hdICateS 15. BERN'• AND EX/STING GROUND Ol /120+9/4 02to '421+0G O �I11{+25'-<u.p.l) to 41ro+70.3Z O2 419+79,38 to 4 ZO+ 94 02 O9 408+70 to L114+ Z5± (m.p.l .) O3 419+49 to 419+79,38 O 408+50 to 1408+70 O 419+25 to 1419+49 77 /407-75 to408+50 O 419+10 32 to )415+ 25 tz 407+09 95 to 407, 75 O6 41 8+95 32 t-o 419+10.32 13 402+00 to l407+09.95 ( 416+70.32 to 418.195+32. to 399+10.80 to 402+00 ;VOT STECPER THAN 2:1 S. S. h W 1 c W + °0 ' 0 N AIL O+ TON ; �? w O n 1 o- -PERMANENT EASEMENT CURVE DATA D-82°04'26" R=69.81' T = 66.2.44' L - 105.99' I� n dNON � +h 00L7 oT a ° ,_ r` 3'D'D _'D OfZW Zz.: R /W PC. k 1 $� ^1ETRO PIPELINE METRO PIPELINE R/W 10 PERMANENT EAS EMENT 5DY. V N O1' 4Z' �82.6? - N1'S3'I -- 57' - - PERMANENT EASEMENT 33 N 01 ° 53' 17"E BOUNDARY 0" 3 OM N0.*53'17"E TEMPORARY CO 120? 115' 3�.6? NSTRJrr �/ _ �o N BROADACRES �- lfl _ ^n~"1 0)0)00 C31nti 1T ��7 �� ti �_� ON + �� +`nm +ma) 9� ��� �� CL/RvE DATA ?W Z:TZW _�7Z1'1 �= 86°59'3) D = /60° r- U R = 35. Si' a Q 11 T= 33. 98' L= s�.37' NOTES I. The permanent R/W shown stall be obtained by permanent easement Fi,ht of a es7 to cons:r Lc, or deed fee simple running to the GREEN RIVER FLOOD CONTROL area a: locations shown. ZONE DISTRICT in a form satisfactory to the SOIL CONSERVATION SERVICE. Permits issued by the COUNTY or STATE HIGHWAY DEPARTMENT covering roads and highways, when approved as to content by the SERVICE, are acceptable All documents covering permanent R/W shall be recorded. 2. The temporary R/W indicated can be obtained by permit or temporary easement in a form satisfoctor to the SERVICE This R/W strati be y obtained for a period starting at the beginning of construction and shall terminate upon completion of construction Temporary R/W will be used by the DISTRICT for operation and storage of equipment and material including spats removed from channel excavation. Spoils not removed from temporary construction R/W shall become the property of the LANDOWNER unless agreed otherwise. 3. All fences, buildings, trees, s'gns, and bridges within the permanent and temporary R/W which the SPONSORS or OWNERS wish to salvage or relocate shall be relocated or removed, uriess otherwise noted, prior, to start of construction. If salvage is neither required nor desired, items will be removed and disposed of during construction. 4. All co-ordinates are based on the Washington State co-ordinate system. 5. All R/W areas listed in tabulations have been obtained by scaling or planimetering from Land Rights Work Maps. �6J 98"x66"Pi,. A,,c, t° 6�lnstolled under East Vo�;eg Road. Permanent easement boj,16ary ti19+79.38 to 2'�«9 �2 iN 16° 0 / 1i5' TION 402+00 TEMPORARY CONST 'LIMIT CURVE DATA L= 15°26'41" D = 7'113'ZO' R 741 . 95' T '0+rot L 2 00. 00 7 PERMANENT EASEMENT CURVE DATA T = 254n.07' L = i95.84' TEMPORARY CONST LIMIT CURVE DAT1, D= 7°40' 14 R- 746 95' T - ,30 69' L=z5e77' i \f / EXCA' I ON DATA FROM 39g+10.80 TO 421+00 CUBIC YARDS R_/W REQUIREMENT (In acres) OWNER PERMANENT _ EASEMENT TEMPORARY CONST. PERMIT NOGJRRD NALJXINS 1 2 �{ 2 144 :.ITy oj' RENTON Pei-.•n/t requ red fo cross E. Valley Road IVAN UMQEDACNT 0. 5z JAMES 3RRE! 0.70 13ROADACRES iNC. 1.2 30 w True East-West dimension (� Perm,t required for freeway CULvert outlets, CISTING G OUND©G I z W a Ol- + fn w o _1 �w 5-.000 A ,rJ 12 "cuw. \ \ I } \ \CATCH - BASINS Vt \\ \\ U /_T2'x1414'PiPlE 00 \ I 24 ULV \� 0 N � O > 11 DATE APPROVED SYMBOL DESCRIPTION REVISIONS �I < � I i I oX 7 Ln y�c . 2W I LAND RIGHTS WORK MAP P•9 CHkNf1EL EAST SIDE GREEN RIVER WATERSHED PROJECT GREEN RIVER FLOOD CONTROL ZONE DISTRICT, KING COUNTY, WASHINGTON U. S. DEPARTMENT OF AGRICULTURE N SOIL CONSERVATION SERVICE r 77 Date J i0 �i D L 5. g.gg Approved by y '_G�_r `_ '' W Designed--______'______ -- ------------- -- ';tie STATE CONSERVATI_ ENGR. o ------------------------------- Title G.L.G. 6•(0 Ti Drawn--------- - ---------------------------------- --------------------------- ----- - --------------------------------- Traced-_ a_�-_G_____ _ 6'69 Sheet Drawing � No. No Checked iy'---- ------------ 2 ��-- of % EGIR 09 -02 +4W'3'0L01