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HomeMy WebLinkAboutTED4001792.19'REG/0N ND. ' STAT, )rt5DERAL Af'94JEC7- MO. /o 17/,9. ; M 9999C?9) FA- SA 1042 ET N0. 2® SHEE'T ONE REPLACE EX. PAVEMENT WITH 9 INCH THICK CONCRETE PAVEMENT (SEE SPECS). 2STA. 12+66, 36 LT., REMOVE EX. CB AND INSTALL NEW CB )STA. 12+48, 42 RT., TYPE I. ADJUST CB TO GRADE. 4 STA. 12+38, 29 RT., ADJUST SD MH TO GRADE. 0 STA. 12+26, 34 TO 41 LT., RELOCATE SIGNAL POLES AS REQUIRED (SEE SIGN DWG.). 6 STA. 11+97, 39 LT., RELOCATE SIGN POST. C7)STA. 11+75, 36 LT., INSTALL NEW CB TYPE I. OSAT. 11+69, 34 LT., REMOVE EX. CB AND SALVAGE. (9) STA. 11+64, 36 LT., RELOCATE ELECTRIC VAULT (BY OTHERS). Cl�')STA. 11+12, 36 LT., RELOCATE ELECTRIC VAULT (BY BOTHERS). 11 STA. 10+88, 46 LT., RELOCATE ELECTRIC VAULT (BY OTHERS). 12 STA. 10+65, 46 LT., RELOCATE ELECTRIC VAULT (BY OTHERS). 13 STA. 10+43, 46 LT., RELOCATE ELECTRIC VAULT (BY OTHERS). 14 STA. 10+17, 36 LT., RELOCATE AND ADJUST EX. CB TO GRADE. SHEE I TWf' lO REPLACE EX. PAVEMENT WITH 9 INCH THICK CONCRETE PAVEMENT (SEE SPECS). 0 STA. 19+10, 36 LT., ADJUST SD MH TO PAVEMENT GRADE. 3 STA. 18+66, 40 LT., RELOCATE BUS SIGN (BY OTHERS). C� STA. 18+62, 28 RT., RELOCATE EX. C.I. FROM 29 RT TO 28 RT AND ADJUST TO NEW GRADE. 31 RT., ADJUST EX. CB TO SIDEWALK GRADE AND INSTALL NEW SOLID LID AND COVER. U1 STA. 18+01, 41.5 RT., ADJUST CB TO GRADE. STA. 18+00, 28 RT., ADJUST EX. SS MH TO GRADE. STA. 17+69, 45 LT., RELOCATE LOMINAIRE POLE AS REQUIRED (SEE ILLUMINATION DWG.). OSTA. 16+82, 31 RT., ADJUST EX. CB TO NEW GRADE. STA. 16+88 39 RT., ADJUST EX. UTILITY POLE TO GRADE. 10 STA. 16+81, 40 RT., ADJUST EX. TELEPHONE SERVICE BOX TO GRADE. 01 STA. 16+68, 29 RT., ADJUST EX. SS MH TO GRADE. 12 STA. 16+58, 36 LT., INSTALL NEW CB TYPE I. 13 STA. 16+42, 34 LT., REMOVE EX. CB AND SALVAGE. 14 STA. 16+42 LT., ABANDON EX. 8" CONCRETE PIPE AND TO 15+98, RELAY NEW LINE AS PER DWG. 15 STA. 15+98, 39 LT., INSTALL NEW CB TYPE I AND INSTALL NEW SOLID LID COVER,CONNECT TO EX. LINE. (1� STA. 16+28, 42 LT., RELOCATE LUMINAIRE POLE AS REQUIRED (SEE ILLUMINATION DWG.). 17 STA. 16+12, 26 T.T., RELOCATE TRAFFIC SIGNAL POLE (SEE SIGN DWG.). 8STA. 15+58, 56 LT., RELOCATE TRAFFIC SIGN (SEE SIGN 8 DWG.). 19 STA. 15+50, 24 LT., RELOCATE TRAFFIC CONTROL POLE (SEE SIGN DWG.). 20 STA. 15+37, 51 RT., ADJUST EX. CB TO NEW GRADE. 21 STA. 15+32, 49 RT., RELOCATE LITE POLES AS REQUIRED (SEE ILLUMINATION DWG.). 22 STA. 15+26, 59 RT., RELOCATE AIR AND POWER SUPPLY (BY OTHERS). 23 STA. 15+19, 47.5 RT., INSTALL NEW CB TYPE I CUT EX. 8" PIPE AND CONNECT TO NEW CB. 24 STA. 15+25, 45 RT.; RELOCATE UTILITY POLE (BY OTHERS).. 25 STA. 15+24, 56.5 RT., RELOCATE GAS SIGN (BY OTHERS). 26 STA. 15+12, 43 RT., REMOVE EX. CB AND SALVAGE. CT A , 1-nr. A 1) DIP nn TTJST SD MH TO GRADE. MEET TWO 28 STA. 15+02, 38 RT., RELOCATE TRAFFIC CONTROL BOX (SEE SIGN DWG.). 29 STA. 15+03, 36 LT., RELOCATE TRAFFIC CONTROL FIXTURE (SEE SIGN DWG.). 30 STA. 15+01, 27.5 LT., RELOCATE TRAFFIC CONTROL FIXTURE (SEE SIGN DWG.). 31 STA. 14+95, 36 LT., RELOCATE '.TRAFFIC CONTROL FIXTURE (SEE SIGN DWG.). E2)STA. 14+71, 29.5 LT., RELOCATE TRAFFIC CONTROL FIXTURE (SEE SIGN DWG.). C3�)STA. 14+43, 41 LT., ADJUST CONCRETE SLAB AS NECESSARY TO MATCH SIDE WALK GRADE. 34 STA. 14+36, 41 RT., ADJUST SS MH TO GRADE. 35 STA. 14+31, 41 RT., ADJUST SD MH TO GRADE. 36)STA. 14+22, 36 LT., ADJUST SD CB TO GRADE. C7)STA. 13+72, 40 LT., RELOCATE LUMINAIRE POLE AS REQUIRED (SEE ILLUMINATION DWG.). SHEET THREE (I REPLACE EX. PAVEMENT WITH 9 INCH THICK CONCRETE PAVEMENT (SEE SPECS). STA. 23+97, 31 RT., ADJUST EX. CB TO NEW GUTTER GRADE. ( 3� STA. 23+95, 39 RT., RELOCATE EX. TRAFFIC SIGN - ;SEE SIG. DWG.). (�4 j STA. 23+79, 29.5 LT., RELOCATE TV VAULT (BY OTHERS). STA. 22+52, 33 RT., RELOCATE EX. TRAFFIC SIGN - (SEE SIGN DWG.). OSTA. 21+33, 28 RT., REPLACE EX. CB WITH NEW CB TYPE I. 7 STA. 21+01, 28 RT., ADJUST SS MH TO PAVEMENT GRADE. 8� STA. 20+71, 31 LT., RELOCATE EX. TRAFFIC SIGN - (SEE SIGN DWG.). (9) STA. 19+91, 32 RT., ADJUST EX. CB TO SIDEWALK GRADE, AND INSTALL SOLID LID AND COVER. (1-0) STA. 19+96, 34 LT., ADJUST SD MH TO PAVEMENT GRADE. 11) STA. 19+91, 36 LT., RELOCATE STREET LIGHT BOX TO PAVEMENT GRADE. (SEE ILLUMINATION PLAN). C12) STA. 19+87, 34 LT., RELOCATE TV BOX (BY OTHERS). 13) STA. 19+85, 34 LT., RELOCATE EX. TRAFFIC SIGN - (SEE SIGN DWG.). (14) STA. 19+34, 43.5 LT., RELOCATE EX. TRAFFIC SIGN - (SEE SIGN DWG.). 15) STA. 19+28.5 48 LT., ADJUST ELECTRIC VAULT TO NEW GRADE. t 16) STA. 19+10, 36 LT., ADJUST SD MH TO PAVEMENT GRADE. SHEET FOUR OREPLACE EX. PAVEMENT WITH 9 INCH THICK CONCRETE PAVEMENT (SEE SPECS). (2 STA. 28+51, 32 RT., ADJUST EX. CB TO NEW PAVEMENT GRADE. 03'1 STA. 28+22, 25 RT., ADJUST EX. MH TO NEW PAVEMENT GRADE. CI STA. 28+11, 27 RT., ADJUST EX. WV TO NEW PAVEMENT GRADE. (5_) STA. 28+07, 27 RT., ADJUST EX. WV TO NEW PAVEMENT GRADE. STA. 27+81, 27 RT., REMOVE EX. C.I. AND SALVAGE. 28 RT., INSTALL NEW C.I.TYPE IV. 9�1 STA. 27+75, 30 RT., ADJUST EX. SD MH TO SIDEWALK GRADE. 32.5 RT., ADJUST EX. SD CB TO SIDEWALK GRADE. E! STA. 25+78, 25 RT., REMOVE EX. CB AND SALVAGE. 28 RT., INSTALL NEW CB TYPE I. C9) STA. 25+74, 33 RT., RELOCATE TRAFFIC SIGNAL BOX - (SEE SIGN. DWG.). cl�) STA. 25+05, 26 RT., ADJUST SD MH TO PAVEMENT GRADE. G9) STA. 24+95, 25 RT., REMOVE EX. C.I. AND SALVAGE. 28 RT., INSTALL NEW CB TYPE I. 12I STA. 28+87 31 RT., ADJUST EX. CB TO PAVEMENT GRADE. SHEFT Si/ 0 REPLACE EX. PAVEMENT WITH 9 INCH THICK CCNCRETE PAVEMENT (SEE SPECS). STA. 30+39', 22 RT., ADJUST EX.. STORM CB TO GRADE. STA. 31+34, 26 RT., ADJUST EX,, SS MH TO GRADE. STA. 31+75, 27.5 RT., ADJUST AX. STORM CB TO GRADE. 0 REFERE TO TRAFFIC CHANNELIZATION PLAN FOR ISLAND CONSTRUCTION. �6) STA. 32+27, 31 RT., ADJUST EX., CB TO NEW GRADE. STA. 32+90, 31 RT., ADJUST EX., CB TO NEW GRADE. SHEET SEVEN ( 11 REPLACE EX. PAVEMENT WITH 9 INCH THICK CONCRETE PAVEMENT (SEE \� SPECS). D/ STA. 37+38 TO 41+00, LT., REMOVE EX. WIRE GUARD RAIL, AND REPLACE WITH TYPE I GUARD RAIL. ( 3) STA. 37+47 , 26 RT. , ADJUST EX. STORM MH TO G'_UDE. �4 STA. 37+71.5, CENTER., REMOVE EX. CB AND ABANDON 8" CONCRETE PIPE. STA. 39+43, 28 RT_, ADJUST EX. SS MII TO GRADE. (6' STA. 40+51.5, CENTER., REMOVE EX. CB AND ABANDON 8" CONCRETE PLPF. HEE T Fs GIi ? REPLACE EX. PAVEMENT WITH 9 INCH THICK CONCRETE PAVEMENT (SEE - SPECS). J � STA. 43+42, 27 RT., ADJUST EX. SS MH TO GRADE. �� STA 43+60.5, CENTER., REMOVE EX. CB AND ABANDON 8" CONCRETE PIPE. c4) STA. 46+52, 5 4EE t M NE CENTER., REMOVE EX. CB AND ABANDON 8" CONCRETE PIPE. 0REPLACE EX. PAVEMENT WITH 9 INCH THICK CONCRETE PAVEMENT (SEE SPECS). C2� STA. 47+42, 27 RT., ADJUST EX. SS MF TO GRADE, 3 STA. 50+60, CENTER,, REMOVE EX- CB AND ABANDON 8" CONCRETE O PIPE. USTA. 51+44, 28.5 RT., ADJUST EX. SS MH TO GRADE. 5/ STA. 52+00, 30 RT., ADJUST EX. SS MH TO GRADE- TOUMA ENGINEERS 201 Southwest 41st Street • Renton Washington 98055 • (206) 251-9000 FERGUSON & SONS INC 91704 sCnnnEo MAR 2 8 2003 iq -,-4 -w i %3