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HomeMy WebLinkAboutT-2211070 �i w �o n° nM vim o�^ Q p 2 Z wa3m LEGEND (NEW) REMOVING ASPHALT CONCRETE SIDEWALK / PLANING BITUMINOUS PAVEMENT (SEE DETAIL SHEET 3) 0 0 C I I \ I I LN 283+ w LS 283 +42. w. o w K SUN LID o w �� I N 412 8'1 �oo J�Z W _j IZ ABAl JDON EXISTING LOOl DETECTORS REMOVE LANE MARKER REMOVE CURB & GUTTER - ADJUST MONUMENT CASE AND COVER TO GRADE — REMOVE EXISTING CATCH I BASIN AND ABANDON PIPE. I \ I I LN 283+ w LS 283 +42. w. w LID o w _z J�Z _j IZ NOTES: 1. THE CONTRACTOR SHALL PROVIDE FILTER FABRIC FOR SEDIMENT CONTROL AT EXISTING CATCH BASINS AS REQUIRED. 2. EXISTING UTILITY POLES SHALL BE RELOCATED BY OTHERS. 3. CONTACT ALL UTILITY COMPANIES INVOLVED BEFORE DIGGING. 4. CONTRACTOR SHALL FOLLOW THE REQUIREMENTS AND REGULATIONS PERTAINING TO ALL CONSTRUCTION ACTIVITIES IN THE AQUIFER PROTECTION AREA ZONE. - REMOVE EXISTING WIRING, JUNCTION SEE CONTRACT SPECIAL PROVISIONS. BOX AND ASSOCIATED CONDUIT. CONDUIT OUTSIDE OF RECONSTRUCTED AREAS MAY BE ABANDONED IN PLACE. REMOVE TRAFFIC ARROW O ADJUST EXISTING MANHOLE \` K 22 +13.50 P.T. FRAME AND COVER TO GRADE ADJUST VALVE BOX TO GRADE a REMOVE UTILITY POLE eR�NS �+ oGOTs (BY OTHERS) m K 17 +48 -70 P.C. " ADJUST EXISTING MANHOLE He FRAME AND COVER TO GRA E 3 REMOVE SEWER PIPE ADJUST EXISTING SANITA Y SEWER ' as MANHOLE FRAME AND C VER TO GRADE \ 24 "D 0 " ";,,, E. 3RD 18 +80 24 "D 12 `' 8-s AWCUT URB & GUTTER „ m o 1g•W 1 i2 s NE 3RD ST 20 +00 �-- - 9 +00 6 s CV { es N° PG � O REMOVE WOOD LUMINAIRE POLE AND OVERHEAD WIRE REMOVE EXISTING WIRING, JUNCTION lo O \ = =B"_ANQ ASSOCIATED CONDUIT. N.E. 3RD 19 +40 \ CONDUIT Ol7TSTmE =0f� RECONSTRUCTED SAWCUT CURB & GUTTER \ AREAS MAY BE ABANDONED IN PLACE. \ RELOCATE EXISTING PREEMPTION o DETECTOR POLE I N \ ADJUST EXISTING MANHOLE / FRAME AND COVER TO GRADE I 0 20 40 FEET i I� ��9 wj'`��' T-2211 + CITY OF RENTON N 11502 `' DEPARTMENT OF PUBLIC WORKS E`SStONAL OZ N.E. 3RD STREET DD'IRE59 /18/% (SUNSET BLVD. TO MONTEREY DR.) I SITE PREPARATION PLAN DESIGNED: AM DATE: 11/18/94 FILE NAME: DRAWN: DJ CHECKED: MA SCALE: 1" = 20' DR- NO. I ALPHA Engineering Group, Inc. NO. REVISION BY APPR. DATE APPROVED: SHEET: 7 OF 28 IT I I 1 I 1 AI 9 18 17 18 15 14 .13 12 11 10 9 8 7 6 M I R OX 6 7 8 .9 10 11 12 13 14 15 16 17 18 19 ''SO 3 4 2