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Home My WebLink AboutR-3614101y� WE LS AVE N FPELLY AVE N PARK AVE N Z LAKE WA BLVD N EASTBOUND N PARK DR -DETOUR- 4m NORTHBOUND LAKE WA BLVD N EASTBOUND N PARK DR MEADOW AVE DETOUR 0 EACTORY AVE N �r I LAKE WA BLVD LIKE WA BLVD N ASTBOU W C,4 N PARK DR R �u �00 // l DETOUR o ° Cf) z \\ I N n \� C) II \� /r7j LEGEND 79" C 000 I LAKE WA BLVD N EASTBOUND N PARK DR DETOUR PARK AVE N SIGN QUANTITIES SIGN LAKE WA BLVD N QUANTITY M4 -8 EASTBOUND 7 M4 -8A N PARK DRIVE & 3 M4 -9R DETOUR 6 M4 -9L RECORD 7 M4 -10R THIS SHEET. 2 M4 -10L n I 2 R11 -2 I rn 2 W20 -1 6 W20 -2 _0 6 SPECIAL 1 6 1 SPECIAL 2 3 SPECIAL 3 6 SPECIAL 4 12 SPECIAL 5 1 SPECIAL 6 4 NOTE: USE RED LETTERS FOR "CLOSED" ON SPECIAL SIGNS. LOGAN AVE N SOUTHBOUND GARDEN AVE N END 405 ii UEMONTPL NP NF I II FecTR nl lnln TYPE III BARRICADES (MOUNT SIGN ON BARRICADE) 72" WESTBOUND LOGAN AVE N SOUTHBOUND GARDEN AVE N CLOSED AT N PARK DRIVE & GARDEN AVE NORTH USE ALTERNATE ROUTES SPECIAL 1 W_ NORTHBOUND LAKE WA BLVD N DETOUR �� SUNSET BLVD NE SR �l SPECIAL 2 30" 30" PARK DR NORTHBOUND DETOUR `� LAKE WA BLVD N EASTBOUND N PARK DR SPECIAL 3 SPECIAL 4 / 30" 30" OD � PLAN NORTHBOUND = EASTBOUND LAKE WA BLVD N N PARK DR SPECIAL 5 SPECIAL 6 0 5 10 20 40 60 IJT 03/02/12 SURVEYED KPG LAKE WA BLVD N EASTBOUND N PARK DR OUND N PARK DR EASTBOUND ENORTHBOUND CLOSED HJT N PARK DRIVE & 07/201 DEN AVE NORTH DETOUR ALTERNATE ROUTES SPECIAL 2 30" 30" PARK DR NORTHBOUND DETOUR `� LAKE WA BLVD N EASTBOUND N PARK DR SPECIAL 3 SPECIAL 4 / 30" 30" OD � PLAN NORTHBOUND = EASTBOUND LAKE WA BLVD N N PARK DR SPECIAL 5 SPECIAL 6 0 5 10 20 40 60 IJT 03/02/12 SURVEYED KPG EASTBO YN PARK D ETO ROAD WORK AHEAD LAKE WA BLVD N EASTBOUND N PARK DR DETOUR THBOUND LAKE WA BLVD EASTBOUND N PARK DR CLOSED AT N PARK DRIVE & GARDEN AVE NORTH USE ALTERNATE ROUTES WESTBOUND EASTBOUND N PARK DR LOGAN AVE N EASTBOUND SOUTHBOUND HJT GARDEN AVE N EASTBO YN PARK D ETO ROAD WORK AHEAD LAKE WA BLVD N EASTBOUND N PARK DR DETOUR THBOUND LAKE WA BLVD EASTBOUND N PARK DR CLOSED AT N PARK DRIVE & GARDEN AVE NORTH USE ALTERNATE ROUTES LAKE WA BLVD N LAKE WA BLVD N EASTBOUND N PARK DR ROAD EASTBOUND \ HJT N PARK DR 07/201 i DETOUR AHEAD z RECORD WORK m THIS SHEET. NORTHBOUND AHEAD n I LAKE WA BLVD N I rn EASTBOUND = N PARK DR cn _0 DETOUR LAKE WA BLVD N REVISED TO CONFORM EASTBOUND N PARK DR ROAD DETOUR WORK HJT AHEAD 07/201 i LOGAN AVE N 'SOUTHBOUND GARDEN AVE N DETOUR '_AKE WA BLVD N EASTBOUND N PARK DR DETOUR LAKE V!A BLVD N ASTBOUND DETOUR PARK DR AHEAD D -TOUR 2THBOUND LAKE WA BLVD EASTBOUND N PARK DR CLOSED AT N PARK DRIVE & GARDEN AVE NORTH USE ALTERNATE ROUTES I ° °A° I R=3\61 4101 CLOSED WESTBOUND WESTBOUND LOGAN AVE N LOGAN AVE N SOUTHBOUND GARDEN AVE N WESTBOUND SOUTHBOUND CLOSED LDGAN AVE N GARDEN AVER D E TOU R SOUTHBOUND DETOUR AHEAD AT N PARK DRIVE & GARDEN AVE N GARDEN AVE NORTH DETOUR USE ALTERNATE ROUTES !— REVISED TO CONFORM TO CONSTRUCTION RECORDS. NO REVISIONS VS HJT WORK 07/201 wM1'. Tso� q9 of wnsq RG DRAWN BY: HJT AHEAD AHEAD RECORD WORK m THIS SHEET. 3 AHEAD n I GARDEN AVE N I rn M ETOUR m _0 405 DESIGN BY: HJT 753 9th Ave N 2502JeBersonAve DRAWINGS DETOUR PLAN GENERAL NOTES m 5506Yq ��m , \k NqL ENO' %� 01 CHECK BY: NJD PROJ MGR: NJD FILE: 0B046DETOUR01.dwg Sea10e, WA 98109 Tawma, WA 9M02 (206) 286-1640 (253) 627 -0720 WWWkP9�m PREPARED BY KPG, JULY 2014 BASED ON CONSTRUCTION RECORDS NUMBER REVISION DESCRIPTION BY APP. DATE '_AKE WA BLVD N EASTBOUND N PARK DR DETOUR LAKE V!A BLVD N ASTBOUND DETOUR PARK DR AHEAD D -TOUR 2THBOUND LAKE WA BLVD EASTBOUND N PARK DR CLOSED AT N PARK DRIVE & GARDEN AVE NORTH USE ALTERNATE ROUTES I ° °A° I R=3\61 4101 CLOSED WESTBOUND WESTBOUND LOGAN AVE N LOGAN AVE N SOUTHBOUND GARDEN AVE N WESTBOUND SOUTHBOUND CLOSED LDGAN AVE N GARDEN AVER D E TOU R SOUTHBOUND DETOUR AHEAD AT N PARK DRIVE & GARDEN AVE N GARDEN AVE NORTH DETOUR USE ALTERNATE ROUTES !— Z LAKE WAb�11''v ROAD i BLVD N WORK DETOUR u 3 ROAD AHEAD AHEAD o WORK m wESraauuD LOGAN' AVE N SOUTHBOUND 3 AHEAD n I GARDEN AVE N I rn M ETOUR m _0 405 DETOUR PLAN GENERAL NOTES A WESTBOUND LOGAN AVE N SOUTHBOUND GARDEN AVE N CLOSED AT N PARK DRIVE & GARDEN AVE NORTH USE ALTERNATE ROUTES 1 � S�NS6- T & VD N EASTBOUND F R_. �R 900) EASTBOUND N PARK DR END DETOUR CITY OF RENTON rLL Public Works Department APPROVED FOR CONSTRUCTION BY: DATE: 1. DETOUR PLAN HAS BEEN PROVIDED FOR THE CLOSURE OF THE / NE PARK DRIVE /GARDEN AVENUE INTERSECTION ASSOCIATED WITH THE REMOVAL OF EXISTING SIGNAL BRIDGE. 2. SIGNS IN RURAL AREAS SHALL BE MOUNTED AT A MINIMUM OF 5 FEET; MEASURED FROM THE BOTTOM OF THE SIGN TO THE NEAR EDGE OF PAVEMENT. IN BUSINESS, COMMERCIAL OR RESIDENTIAL AREAS, THIS HEIGHT SHALL BE AT LEAST 7 FEET. 3. SIGNS SHALL BE PLACED SO EDGE OF SIGN IS 2 TO 6 FEET FROM THE EDGE OF THE PAVEMENT OR AS DIRECTED BY THE ENGINEER. 4. WHERE SIGNS ARE IN A SEQUENCE, SIGN SPACING SHALL BE PER WSDOT STD PLAN K- 10.40 -00. ADDITIONAL SIGN SPACING AND ALL SIGN PLACEMENT SHALL FOLLOW THE DIRECTION OF THE ENGINEER. 5. EACH SIGN SHALL BE MOUNTED ON ITS OWN 4" X 4" WOOD POST, FOLLOWING THE CONDITIONS LISTED ABOVE. 6. ALL SIGN FACE AND BARRICADE FACE MATERIAL SHALL CONSIST OF HIGH INTENSITY REFLECTIVE SHEETING. 7. 10 DAYS PRIOR TO THE CLOSURE OF THE NE PARK DRIVE /GARDEN AVENUE INTERSECTION, THE CONTRACTOR SHALL FURNISH AND INSTALL ADVANCE CLOSURE SIGNS AS SHOWN ON THIS PLAN. ALL SIGNS ARE TO BE TURNED, COVERED, OR BAGGED UNTIL NEEDED. ADDITIONALLY, ANY TIME WORK IS SUSPENDED, SIGNS THAT ARE NOT ACCURATE TO ACTUAL SITE CONDITIONS MUST BE TURNED, COVERED, OR BAGGED. 8. NO ROAD CLOSURE WILL BE ALLOWED UNTIL THE SIGNING PLACEMENT AND INSTALLATION HAS BEEN INSPECTED AND REVIEWED BY THE ENGINEER. 9. CLOSURE TO BE COORDINATED WITH OTHER AREA PROJECTS. 10. CLOSURE TO BE COORDINATED WITH KING COUNTY METRO TRANSIT AND SOUND TRANSIT TO MINIMIZE CALL 3 WORKING DAYS DISRUPTIONS AND BEFORE YOU DIG: REROUTES OF TRANSIT SERVICE. 811 A p SOUTH LAKE WASHINGTON DRAWING NO. 48 ROADWAY IMPROVEMENTS PROJECT NO. 11156 FED AID NO. DETOUR PLAN DATE: FEB 2012 SHEET NO. 48 OF 53 3 � Z �y a € °° @ "G � x m u 3 z m 9� i 2 Z € m M H 3 i N n I z I I �y a € °° @ "G � x m Z z G7 9� i 2 Z € m; 3 i N ICU z I rn M 0 I c �y m @ "G � x 9 a� = o 1 °° D O D s I �3 o m 3 M v, I —� I I IB o n M °° D O D 1 A. m _0