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Home My WebLink AboutWTR2702946.10 5 ADJUST ALL EXIST. VERTICAL DATUM: NAVD 88 CITY 0 z ww 9al Q s I >< OF RENTON PROJECT BENCHMARK camcm ad UTIL CASTING TO 0,0 ESTABLISH BY DIFFERENTIAL LEVELS HA !2 n NEW GRADE (TYPICAL) 3ON3-4 NNn NIVHO 8 Md.Ot zw z FROM SUPERNET STATION "HAFF" 8, c-pi N LINK FVN 15--AA —nl— ELEV=340.93 ��' � �u_- 11 1 . FE w LTJ �Jw w IMM 7 A w 0 IV) AA 0 c ov- r J_u I - - - . _1 ....... ... .... ------ ...... .„zr .. .... AA- .2 HORIZONTAL DATUM: NAD 83/91 ]1 Jig 2 LO _N c— - - - - - - - - - - - - - - (D ESTABLISH FROM CITY OF RENTON - - - - - - - - - - - - - - - - - - w - - - - - - - - - - - - - - . . . . . L ITY. T_ - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - :2 ISMV ON 300 83d s3sod8nd .0 A2 b __513 'SS3&3 OA 1N3h3SV3 30VA �09 CONTROL POINTS "1884" ej - - - - - - - - 6' LHAIN UNK PENCE x rl- tP SUPERNET STATION HAFF "1502" N ?7�z E 1/4 CORNER SEC16, T23N, R5E :33 VHO 111 K FEN E 3 5P41'i �WNII -IN TYPE LQ 0 0 c _jd_3 _G "612" NW CORNER SEC16, T23N, C) 0 L R5E Z C) C) IN EXIST. MAIN it E= 343± t,t �Ea- MATGH E-XG-T-. 0 (�\Q F ACCESS \;7 0 n ! a w8" CMP CL 1 0 1 DRIVE JMITS OF ATB I.E.IE=341.93 0 CONCRETE -Stf I.E.=341.48 18" CMP SECTIONK_1_-� NOTE: --44- J "t it I it I LIMIT OF NEW ATB ry 1. SEE C3.5 FOR ACCESS DRIVE SECTION EXISTING HORIZONTAL ND\ EXIST. 1 77F n- Q cp H SLOP 4- it it POINT --I PROTECT EXIST. A.C. �O�IST. PIPE ; '' I & VERTICAL CONTROL >1 01 4_j 2. ELEVATIONS IN FILL AREA ARE 6' HIGH CHAINLINK FENCE _Qmp- - -�m� E MAXIMUM ALLOWABLE. c Q) -R- i 2 W/ 15' MIN. WIDTH GATE PVM T. CONTRACTOR POTENTIAL E 3. CLEAR & GRUB FILL AREA PER{ REPAIR DAMAGED SECTIONS HAUL ROUTE SPECIFICATIONS BEFORE PLACING ANY Yc U w _0 Fl LL. ry TA 2�60 /3\ C CL c: 4. TEMPORARILY PLACE TOPSOIL N $ 7 9 5 4r4-.�4 5 Ld 1349.00 EXCAVATED DURING CLEARING & E j3094qB.29 x Ld cl) A 3 G9 1 -17 GRUBBING OPERATIONS IN NORTHERN 4A 51.00 Lj V) SOUTHERN POR N PORTION OF FILL AREA. it I; j CD 97 A 5. MATERIAL PLACED IN SOUTHERN PORTION ib; LIMIT OF go, it Ld -la 0 Exist TOPOGRAPHIC LL� z �7 1 FILL AREA bi OF o TO BE COMPACTED TO 95% OF MAXIMUM INFORMAT19N WEST cn z z w41 PER ASTM D1557. cz) -LINE PPLIED BY NORTHERN PORTION cf) DENSITY HIS a_ OWNER. N FIELD 0 C) -E 6. WHEN PLACEMENT OF FILL IN SOUTHERN _j 3:-0 YERIFIED. SLOPE @ 0< PORTION IS COMPLETE, REMOVE V) N 2 E-4 I 2% MI TOPSOIL FROM NORTHERN PORTION & 00 LLJ U :ate f I SPREAD OVER SOUTHERN PORTION. u i LD 20, 349.00 30 45' z i ; - 260 -00x 20' TOPSOIL THICKNESS ATOP FILL SHALL 00 C) 353.00 U CIS BE UNIFORM, PLUS OR MINUS 4". C) 3:1 SLOPE 0 E 0/ m A27. SEE C4.0 FOR WATERLINE LOCATION OR FLATTER SLOP E 0 CD INFORMATION. TO MATCH 2% 04 (1) 11 _j SLOPE @ W4 _'% =1 I c: 4:71 (1-) C>'..' I -41f C a) 01) C.) EXIST. 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