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HomeMy WebLinkAboutLogan_Conformed_Signed_22x34W z W 0 Of LOGAN AVENUE N W (AIRPORT WAY to N 6th STREET) z RENTON PROJECT NO. CAG -15-134 W Q TIB NO. 8-1-102(035)-1 z a 0 J CONTACTS: CITY OF RENTON PROJECT MANAGER PERTEET PROJECT MANAGER PUGET SOUND ENERGY—GAS PUGET SOUND ENERGY—ELECTRICAL VERIZON COMMUNICATIONS COMCAST COMMUNICATIONS AT&T COMMUNICATIONS CENTURYLINK COMMUNICATIONS ZAYO FIBER SOLUTIONS INTEGRA COMMUNICATIONS RENTON SCHOOL DISTRICT FIBER OPTIC KING COUNTY METRO TRANSIT —TRANSIT OPERATIONS —CONSTRUCTION INSPECTION JAMES WILHOIT, PE PETER DE BOLDT, PE KATHY JOHNSON MICHAEL RAMIREZ MICHAEL FULMER BILL WALKER DANIEL MCGEOUGH DENA KLUDSIKOFSKY ROBERT THOMAN ERIC CLAYTON TOM HOWLEY RICHARD GARCIA PAU L M I LLER CIN OFFICIALS: iz � F.Ayiel:j DEN IS LAW COUNCIL MEMBERS: ED PRINCE, PRESIDENT RANDY CORMAN, PRESIDENT DON PERSSON MARCIE PALMER GREG TAYLOR AR ! ! ! PAVONE RUTH PEREZ CITY OF ENTON (206) 430-7319 (206) 436-0515 (206) 240-2482 (206) 604-6450 (206) 409-1260 (253) 288-7538 (425) 896-9830 (425) 247-6248 (360) 771-7377 (425) 970-7763 (206) 898-8060 (206) 477-1140 (206) 684-2224 &/�g DATE CALL 2 BUSINESS DAYS BEFORE YOU DIG IPerteet 800 4 206-436-0515 11-800-615-990 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 Seattle, Washington 98104 VICINITY MAP NOT TO SCALE J. THOMSENP. DE :i ! NONE ONE WCH AT FULL SCALE IF NOT ONE INCH SCALE ACCURI)MMY SHEET INDEX UL -1 131(002) SHEET TITLE DRAWING # SHEET # COVER SHEET, INDEX AND VICINITY MAP CV1 1 LEGEND AND ABBREVIATIONS G1 2 ALIGNMENT AND CONTROL PLAN AL1 3 TYPICAL ROADWAY SECTIONS RS1—RS2 4-5 SITE PREPARATION PLAN SP1—SP8 6-13 ROADWAY PLAN AND PROFILE PP1—PP10 14-23 CURB RETURN TABLES CR1 24 MISCELLANEOUS DETAILS MD1—MD3 25-27 DRIVEWAY PROFILES DWP1—DWP3 28-30 DRAINAGE AND WATER PLAN DR1—DR8 31-38 DRAINAGE AND WATER PROFILE DP1—DP8 39-46 DRAINAGE AND WATER DETAILS DD1 47 CHANNELIZATION AND SIGNING CH1—CH10 48-57 ILLUMINATION AND INTERCONNECT PLAN IU—IL9 58-66 ILLUMINATION CIRCUIT DIAGRAM IL10 67 ILLUMINATION DETAILS IU1—IL12 68-69 SIGNAL PLAN SG1—SG9 70-78 PLANTING PLAN L1 —L7 79-85 PLANTING SCHEDULE, LEGEND, NOTES AND ABBREVIATIONS L$ 86 PLANTING ENLARGEMENTS L9 87 PLANTING DETAILS L10 88 PLANTING ENLARGEMENTS—WEDGE PLANTING AREAS L11 89 TRAFFIC CONTROL PLAN TC1—TC7 90-96 GENERAL NOTES 1. `THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN ON THESE PLANS ARE BASED ON A COMBINATION OF FIELD SURVEY AND RECONNAISSANCE BY CITY OF RENTON AND BY PERTEET. 2. EXISTING CONDITIONS SHOWN ON THESE PLANS WERE BASED ON THE BEST AVAILABLE INFORMATION AT THE TIME OF PLAN PREPARATION. ACTUAL CONDITIONS MAY BE DIFFERENT, THE CONTRACTOR MAY ENCOUNTER VARIATIONS BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN. THESE VARIATIONS WILL NOT BE THE BASIS FOR A CLAIM OF EXTRA COMPENSATION. 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER, CITY OF RENTON OR PERTEET. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCA11ON OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CITY OF CIN OF RENTON � FJENTON LOGAN AVENUE N AIRPORT WAY TO N 6TH STREET Planning/Building/Public;. Works Dept. COVER SHEET, INDEX AND VICINITY MAP �LXA 17.. MIIIIIM� Ia SYMBOL WATER SYMBOLS EXIST. co SYMBOL Oo O ' EXIST. PROP. DESCRIPTION FA -1 � 3 CAP/PLUG POWER VAULT FO -1 COUPLING TRANSMISSION TOWER o m D D GUARD POST E— D ► REDUCER • a � THRUST BLOCKING TELEPHONE VAULT � ■ WATER METER � � FIRE HYDRANT 2 -NOZZLE W-b- SIGNAL CONTROLLER -4- FIRE HYDRANT 3 -NOZZLE SIGNAL LOAD CENTER STREET LIGHT ASSEMBLY :D it 1 FLANGE/BLIND FL (FL) (BL FL) z w C [ MECHANICAL JOINT (MJ) > < C PUSH-ON/HUB 1 I THREAD z a i' Jf AIR RELIEF VALVE Op j BLOW -OFF VALVE J Cb W BUTTERFLY VALVE N N CHECK VALVE D4 N GATE/GENERAL VALVE K,y IN PLUG VALVE GAS/POWER/TELEPHONE SYMBOLS SYMBOL EXIST. EXIST. PROP. DESCRIPTION Oo O GAS METER m im GAS VALVE FA -1 nAk PAD MOUNTED TRANSFORMER F -P -1a POWER VAULT FO -1 TRANSMISSION TOWER � m D D UTILITY POLE E— E— UTILITY POLE ANCHOR o • TELEPHONE RISER m Q TELEPHONE VAULT SURVEY SYMBOLS SYMBOL EXIST. PROP. DESCRIPTION D D ANGLE POINT -} BENCH MARK o • BLOCK CORNER o IRON PIPE (D B MONUMENT (IN CASE) 4 MONUMENT (SURFACE) lV OWNERSHIP TIE OSECTION CENTER + + SECTION CORNER C� 111101101101111 QUARTER CORNER O O SIXTEENTH CORNER CLOSING CORNER SMC 1111011100Mc MEANDER CORNER o • WITNESS CORNER WC WC � 0 SOIL BORING/POTHOLING x 0 SPOT ELEVATION OTAX LOT/PARCEL NUMBER APPROVED: L' TWY OF • • CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER SIGNALIZATION SYMBOLS SYMBOL EXIST. PROP. F1 PEDESTRIAN DETECTOR DESCRIPTION AERIAL DISCONNECT AERIAL TERMINAL COMPARTMENT DIPOLE DETECTOR QUADRAPOLE DETECTOR OO ROUND LOOP DETECTOR ED— cm- PEDESTRIAN DETECTOR TRAFFIC SIGNAL POLE INDICATOR LIGHT -0 -i EVP DETECTOR <> EVP SENSOR W/ INDICATOR LIGHTS 0. FLASHING WARWG SYSTEM � � m m D D JUNCTION BOXES (TYPE I, II, VIII) PEDESTRIAN PUSHBUTTON POST W/ PUSHBUTTON HEAD PEDESTRIAN SIGNAL HEAD VEHICLE SIGNAL HEAD W/ ARROW INDICATOR OSIGNAL POLE NOTE Qom-- f�--- R/R CROSSING GATE VIDEO DETECTION CAMERA R/R CROSSING SIGNAL CEO m SIGNAL CONTROLLER CHO SEWER SIGNAL LOAD CENTER STREET LIGHT ASSEMBLY oma- � TRAFFIC SIGN -BRIDGE TRAFFIC SIGN -CANTILEVERED TRAFFIC SIGN -SINGLE POST -o-'u � TRAFFIC SIGN -DOUBLE POST SYMBOL EXIST. 4 0 O 0 PROP. DESCRIPTION SANITARY SEWER CLEAN OUT 0 SANITARY SEWER MANHOLE ■ STORM DRAIN CATCH BASIN (TYPE 1) �---c STORM DRAIN CULVERT 4 STORM DRAIN CATCH BASIN (TYPE 2) f) STORM DRAIN MANHOLE ■ ENERGY DISSIPATOR gER 1'0 OVERFLOW STRUCTURE oPo WA 37 s/pNAC m CHANNELIZATION SYMBOLS EXIST. PROP. DESCRIPTION BIKE PATH HANDICAP SYMBOL V� H.O.V. LANE SYMBOL ONLY rn� R� RAILROAD CROSSING x Qtun � SCHOOL � t3FIA D S10P STOP 4 t STRAIGHT ARROW <�II� + LT.RT.STR. ARROW �uN � LEFT -RIGHT ARROW lJ 2 -WAY LEFT TURN LEFT TURN ARROW RIGHT TURN ARROW LEFT -STRAIGHT ARROW 1J t* RIGHT -STRAIGHT ARROW �f o • LANE MARKER TYPE ❑ ■ LANE MARKER TYPE II SURFACE FEATURES_ LANDSCAPING SYMBOL EXIST. PROP. DESCRIPTION eus Bus BUS SHELTER DETECTABLE WARNING SURFACE EMBANKMENT E3 MAIL BOX �& RIP RAP cc0o c3scu ROCKERY C� C) SHRUB n i SIGN TREE (CONIFER) 0 0 TREE (DECIDUOUS) O • FENCE POST WHEELCHAIR RAMP YARD LIGHT NORTH ARROW SURVEYED: SCALE: DESIGNED: NONE M. MACIAS DRAWN: J. BEAN ONE INCH CHECKED: AT FULL SCALE J. THOMSEN IF NOT ONE INCH REVISION BY DATE AP P RAPPROVED: SCALE ACCORDINGLY M. MACIAS ABBREVIATIONS. ADJ ALIGN ALT AP APPROX ASPH AVE AVG BM BOT BTWN CB CB1 C82 CG C/L,CL CL COM CONC CONN CONST CONT COR CSTC DET DIAM DWG E EA EL EX, EXIST FH FL FT G GE GV NORIZ HPS HT IE IN INT K L LB LBS LF LT LUMIN MAX MB MH MIN MJ MON N NA NTS OPP PC PSE PT PVC PVI PVMT PVT R REF R.P.M. RR RT R/W, ROW S SD SMFO STLT SLJB SS ST STA S/W TOC N UTIL VERT W W/ ADJUST ALIGNMENT ALTERNATE ANGLE POINT APPROXIMATELY ASPHALT AVENUE AVERAGE BENCH MARK BOTTOM BETWEEN CATCH BASIN CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 CURB & GUTTER CENTERLINE CLASS COMMON CONCRETE CONNECTION CONSTRUCT CONTINUED/CONTINUOUS CITY OF RENTON CRUSHED SURFACING TOP COURSE DETAIL DIAMETER DRAWING EAST, VERTICAL DISTANCE BETWEEN PVI AND ROAD SURFACE EACH ELEVATION EXISTING FIRE HYDRANT FLANGE FEET/FOOT GAS LINE GROUND ELEVATION GAS VALVE HORIZONTAL HIGH PRESSURE SODIUM HEIGHT INVERT ELEVATION INCH/INCHES INTERSECTION RATE OF VERTICAL CURVATURE (LENGTH (FT) PER % DIFF. IN GRADE) LENGTH OF ARC POUND POUNDS LINEAL FOOT/FEET LEFT LUMINAIRE MAXIMUM MAILBOX MANHOLE MINIMUM MECHANICAL JOINT MONUMENT NORTH NOT APPLICABLE NOT TO SCALE OPPOSITE POINT OF CURVE PUGET SOUND ENERGY POINT OF TANGENT POLYVINYL CHLORIDE / POINT OF VERTICAL CURVE POINT OF VERTICAL INTERSECTION PAVEMENT POINT OF VERTICAL TANGENT RADIUS REFERENCE RAISED PAVEMENT MARKERS RAILROAD RIGHT RIGHT OF WAY SOUTH STORM DRAIN SINGLE MODE FIBER OPTICS STREET LIGHT STREET LIGHTING JUNCTION B0) SANITARY SEWER STREET STATION SIDEWALK TOP OF CURB TELEVISION UTILITY VERTICAL WEST, WATER LINE WITH DATUM VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983(1991) DATUM "R CITY OF RENTON Planning/Building/Public;; Works Dept. FEDERAL AID NO. STPUL-1 131 LINETYPES LINETYPE DESCRIPTION SURFACE FEATURES: EXISTING BUILDING LINE PROPOSED BUILDING LINE - - - EXISTING DITCH - > - - - PROPOSED DITCH EXISTING CURB/PAVEMENT/SIDEWALK PROPOSED CURB/PAVEMENT/SIDEWALK x x x x x x EXISTING FENCE LINE x x x x x x PROPOSED FENCE LINE ....................................................... EXISTING GRAVEL ( I EXISTING GUARDRAIL PROPOSED GUARDRAIL - - - LAKE/POND - — — — — — — — — - WETLAND/SWAMP PERIMETER RAILROAD EXISTING RETAINING WALL PROPOSED RETAINING WALL RIVERBANK/SHORELINE VEGETATION LINE SURVEY: - EXISTING CENTERLINE - - PROPOSED CENTERLINE EXISTING CONTOUR (INTERMEDIATE) �c EXISTING CONTOUR (INDEX) * �c PROPOSED CONTOUR (INTERMEDIATE) PROPOSED CONTOUR (INDEX) EXISTING EASEMENT LINE -- PROPOSED EASEMENT LINE - - EXISTING PROPERTY LINE EXISTING RIGHT OF WAY CENTERLINE EXISTING RIGHT OF WAY �► .�► �► .�► +� EXISTING RIGHT OF WAY (USED) PROPOSED RIGHT OF WAY SECTION LINE QUARTER SECTION LINE 16TH SECTION LINE UTIUTIES (EXISTING) G EXISTING GAS LINE OP EXISTING AERIAL POWER BP EXISTING BURIED POWER BFO EXISTING BURIED FIBER OPTIC SD EXISTING STORM DRAIN FM EXISTING FORCE MAIN SS EXISTING SANITARY SEWER OT EXISTING AERIAL TELEPHONE BT EXISTING BURIED TELEPHONE W EXISTING WATER LINE UTIUTIES (PROPOSED) G PROPOSED GAS LINE OP PROPOSED AERIAL POWER BP PROPOSED BURIED POWER SD PROPOSED STORM DRAIN FM PROPOSED FORCE MAIN SS PROPOSED SANITARY SEWER OT PROPOSED AERIAL TELEPHONE BT PROPOSED BURIED TELEPHONE W PROPOSED WATER LINE CUSTOM: CUT CUT LINE FILL FILL LINE SILT FENCE --rl--171 CONSTRUCTION FENCE EONFORMED PLAN DATE: CITY OF RENTON LAGANAVENUE N FIELDBOOK: AIRPORT WAY TO N 6TH STREET PAGE: DRAWING NO: Gl LEGEND AND ABBREVIATIONS SHS: 2 OF- 96 TRAFFIC SIGNAL POLE TRAFFIC SIGNAL POLE W/ LUMINAIRE <> TRAFFIC SIGNAL SUPPORT POLE •)�) TRANSIT SIGNAL PRIORITY SENSOR VEHICLE SIGNAL HEAD VEHICLE SIGNAL HEAD W/ ARROW INDICATOR -L--N VIDEO DETECTION CAMERA WIRE NOTE SANITARY/STORM SEWER SYMBOLS SYMBOL EXIST. 4 0 O 0 PROP. DESCRIPTION SANITARY SEWER CLEAN OUT 0 SANITARY SEWER MANHOLE ■ STORM DRAIN CATCH BASIN (TYPE 1) �---c STORM DRAIN CULVERT 4 STORM DRAIN CATCH BASIN (TYPE 2) f) STORM DRAIN MANHOLE ■ ENERGY DISSIPATOR gER 1'0 OVERFLOW STRUCTURE oPo WA 37 s/pNAC m CHANNELIZATION SYMBOLS EXIST. PROP. DESCRIPTION BIKE PATH HANDICAP SYMBOL V� H.O.V. LANE SYMBOL ONLY rn� R� RAILROAD CROSSING x Qtun � SCHOOL � t3FIA D S10P STOP 4 t STRAIGHT ARROW <�II� + LT.RT.STR. ARROW �uN � LEFT -RIGHT ARROW lJ 2 -WAY LEFT TURN LEFT TURN ARROW RIGHT TURN ARROW LEFT -STRAIGHT ARROW 1J t* RIGHT -STRAIGHT ARROW �f o • LANE MARKER TYPE ❑ ■ LANE MARKER TYPE II SURFACE FEATURES_ LANDSCAPING SYMBOL EXIST. PROP. DESCRIPTION eus Bus BUS SHELTER DETECTABLE WARNING SURFACE EMBANKMENT E3 MAIL BOX �& RIP RAP cc0o c3scu ROCKERY C� C) SHRUB n i SIGN TREE (CONIFER) 0 0 TREE (DECIDUOUS) O • FENCE POST WHEELCHAIR RAMP YARD LIGHT NORTH ARROW SURVEYED: SCALE: DESIGNED: NONE M. MACIAS DRAWN: J. BEAN ONE INCH CHECKED: AT FULL SCALE J. THOMSEN IF NOT ONE INCH REVISION BY DATE AP P RAPPROVED: SCALE ACCORDINGLY M. MACIAS ABBREVIATIONS. ADJ ALIGN ALT AP APPROX ASPH AVE AVG BM BOT BTWN CB CB1 C82 CG C/L,CL CL COM CONC CONN CONST CONT COR CSTC DET DIAM DWG E EA EL EX, EXIST FH FL FT G GE GV NORIZ HPS HT IE IN INT K L LB LBS LF LT LUMIN MAX MB MH MIN MJ MON N NA NTS OPP PC PSE PT PVC PVI PVMT PVT R REF R.P.M. RR RT R/W, ROW S SD SMFO STLT SLJB SS ST STA S/W TOC N UTIL VERT W W/ ADJUST ALIGNMENT ALTERNATE ANGLE POINT APPROXIMATELY ASPHALT AVENUE AVERAGE BENCH MARK BOTTOM BETWEEN CATCH BASIN CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 CURB & GUTTER CENTERLINE CLASS COMMON CONCRETE CONNECTION CONSTRUCT CONTINUED/CONTINUOUS CITY OF RENTON CRUSHED SURFACING TOP COURSE DETAIL DIAMETER DRAWING EAST, VERTICAL DISTANCE BETWEEN PVI AND ROAD SURFACE EACH ELEVATION EXISTING FIRE HYDRANT FLANGE FEET/FOOT GAS LINE GROUND ELEVATION GAS VALVE HORIZONTAL HIGH PRESSURE SODIUM HEIGHT INVERT ELEVATION INCH/INCHES INTERSECTION RATE OF VERTICAL CURVATURE (LENGTH (FT) PER % DIFF. IN GRADE) LENGTH OF ARC POUND POUNDS LINEAL FOOT/FEET LEFT LUMINAIRE MAXIMUM MAILBOX MANHOLE MINIMUM MECHANICAL JOINT MONUMENT NORTH NOT APPLICABLE NOT TO SCALE OPPOSITE POINT OF CURVE PUGET SOUND ENERGY POINT OF TANGENT POLYVINYL CHLORIDE / POINT OF VERTICAL CURVE POINT OF VERTICAL INTERSECTION PAVEMENT POINT OF VERTICAL TANGENT RADIUS REFERENCE RAISED PAVEMENT MARKERS RAILROAD RIGHT RIGHT OF WAY SOUTH STORM DRAIN SINGLE MODE FIBER OPTICS STREET LIGHT STREET LIGHTING JUNCTION B0) SANITARY SEWER STREET STATION SIDEWALK TOP OF CURB TELEVISION UTILITY VERTICAL WEST, WATER LINE WITH DATUM VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983(1991) DATUM "R CITY OF RENTON Planning/Building/Public;; Works Dept. FEDERAL AID NO. STPUL-1 131 LINETYPES LINETYPE DESCRIPTION SURFACE FEATURES: EXISTING BUILDING LINE PROPOSED BUILDING LINE - - - EXISTING DITCH - > - - - PROPOSED DITCH EXISTING CURB/PAVEMENT/SIDEWALK PROPOSED CURB/PAVEMENT/SIDEWALK x x x x x x EXISTING FENCE LINE x x x x x x PROPOSED FENCE LINE ....................................................... EXISTING GRAVEL ( I EXISTING GUARDRAIL PROPOSED GUARDRAIL - - - LAKE/POND - — — — — — — — — - WETLAND/SWAMP PERIMETER RAILROAD EXISTING RETAINING WALL PROPOSED RETAINING WALL RIVERBANK/SHORELINE VEGETATION LINE SURVEY: - EXISTING CENTERLINE - - PROPOSED CENTERLINE EXISTING CONTOUR (INTERMEDIATE) �c EXISTING CONTOUR (INDEX) * �c PROPOSED CONTOUR (INTERMEDIATE) PROPOSED CONTOUR (INDEX) EXISTING EASEMENT LINE -- PROPOSED EASEMENT LINE - - EXISTING PROPERTY LINE EXISTING RIGHT OF WAY CENTERLINE EXISTING RIGHT OF WAY �► .�► �► .�► +� EXISTING RIGHT OF WAY (USED) PROPOSED RIGHT OF WAY SECTION LINE QUARTER SECTION LINE 16TH SECTION LINE UTIUTIES (EXISTING) G EXISTING GAS LINE OP EXISTING AERIAL POWER BP EXISTING BURIED POWER BFO EXISTING BURIED FIBER OPTIC SD EXISTING STORM DRAIN FM EXISTING FORCE MAIN SS EXISTING SANITARY SEWER OT EXISTING AERIAL TELEPHONE BT EXISTING BURIED TELEPHONE W EXISTING WATER LINE UTIUTIES (PROPOSED) G PROPOSED GAS LINE OP PROPOSED AERIAL POWER BP PROPOSED BURIED POWER SD PROPOSED STORM DRAIN FM PROPOSED FORCE MAIN SS PROPOSED SANITARY SEWER OT PROPOSED AERIAL TELEPHONE BT PROPOSED BURIED TELEPHONE W PROPOSED WATER LINE CUSTOM: CUT CUT LINE FILL FILL LINE SILT FENCE --rl--171 CONSTRUCTION FENCE EONFORMED PLAN DATE: CITY OF RENTON LAGANAVENUE N FIELDBOOK: AIRPORT WAY TO N 6TH STREET PAGE: DRAWING NO: Gl LEGEND AND ABBREVIATIONS SHS: 2 OF- 96 W Q z F- u W D O EASEMENT RW 10' —L VARIES 2 � �l n m I= CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER VARIES 28' TO 46' 0.5' L -LINE -, _ 120' TO 135.21' VARIES 40' TO 43.2' 8' Now -am 8' 13, VARIES PLANTER i SIDEWALK 1 1-13n6' TO 16.8 lVA L—LINE STA 14+02 TO STA 78+45 N.T.S. 100' 28' L -LINE 28' 0.5' GRADE Dn � /-PROFILE AND PIVOT POINT —�............. O � O is ,o � \02 ANG AVE N TYPICAL SECTION B VARIES VARIES 31.9' TO 53' . I I . . . . . . Pe rteet 206-436-0515 11-800-615-99 505 5th Avenue S, Suite 300 Seattle, Washington 98104 D L—LINE STA 18+45 TO STA 23+68 N.T.S. Too' 28' L—LINE STA 23+68 TO STA 30+00 N.T.S. 110 Rol VARIES 28' TO 29.3' nnnrii r nn A nr REVISION 3 4 91 a 4 8' 1 ' VARIES SIDEWALK I 1 1.7' TO 8.7 m 5' 1 ' VARIES 5' 1 ' m VARIES w m �► ER a, , , , ►+ ,CITY OF M. MACIAS - •j E M DATUM P. DE BOLDT Planning/Building/Public Works Dept. M. MACIAS r7 ADDENDUM #2 I �u CONSTRUCTION NOTES O9" HMA CL 1/2" PG 64-22. SEE SPECIAL PROVISIONS FOR ALLOWABLE LIFT THICKNESS. O2 4" CRUSHED SURFACING TOP COURSE. OCEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101. O4 PLANTER STRIP, SEE PLANTING PLANS. O5 CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD. PLAN 102. O6 PROTECT EXISTING CURB AND GUTTER. O7 SAWCUT (FULL DEPTH). OCROSS—SLOPE VARIES, SEE ROADWAY PLAN AND PROFILE PLANS FOR CENTERLINE AND FLOW LINE ELEVATIONS. OROADWAY MEDIAN, SEE ROADWAY PLAN AND PROFILE AND MISCELLANEOUS DETAILS FOR LOCATIONS. 1p 2" HMA CL 1/2" PG 64-22. 11 HOT MIX ASPHALT EXTRUDED CURB TYPE 5 PER WSDOT STD. PLAN F-10.42-00. 12 MATCH EXISTING SLOPE. PROTECT AND MAINTAIN EXISTING PAVEMENT ADJACENT TO GUTTER 13 UNTIL JUST PRIOR TO PAVING. � 4 HOT MIX ASPHALT TRAIL, STA 16+65 TO 17+75, SEE ROADWAY PLAN AND PROFILE PLANS. 15 SEE PLANTING PLANS FOR RESTORATION DETAILS. FCONFORMED PLAN P • i r d /-z OF RENTON bATE IF CITY OF RENTON LOGAN AVENUE N N AIRPORT WAY TO N 6TH STREET TYPICAL ROADWAY SECTIONS W d z F- C) W D O af n w z F_ W U NE Y4 SEC 18, T 23 N, R 5 E, W.M. GENERAL NOTES: 1. APPROXIMATE CLEARING AND GRUBBING LIMITS ARE SHOWN ON THE PLAN. ACTUAL CLEARING AND GRUBBING LIMITS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. TREES WITHIN THE CLEARING AND GRUBBING LIMITS SHALL BE PROTECTED OR REMOVED AS SHOWN ON THE PLANS AFTER APPROVAL BY THE ENGINEER. TREE REMOVAL IS COVERED UNDER THE BID ITEM CLEARING AND GRUBBING, SEE SECTION 2-01 OF THE SPECIAL PROVISIONS. 2. TREES AND THEIR ROOT STRUCTURES SHALL BE REMOVED IN A MANNER THAT IS NOT DESTRUCTIVE TO THE ITEMS THAT ARE TO REMAIN. 3. STORM DRAIN INLET PROTECTION SHALL BE INSTALLED IN ALL NEW CATCH BASINS AT THE TIME OF INSTALLATION AND IN ALL EXISTING CATCH BASINS BEFORE COMMENCING WORK PER THESE PLANS. SEE SECTION 8-01.3(15) OF THE SPECIAL PROVISIONS. 4. FOR SIGN RELOCATION, SEE CHANNELIZATION & SIGNING PLAN 5. THE CONTRACTOR SHALL KEEP A MINIMUM 5 FOOT WIDE ACCESSIBLE PEDESTRIAN PATHWAY AT ALL TIMES, SEE CONSTRUCTION SEQUENCING AND PEDESTRIAN DETOUR PLANS. 6. SEE SIGNAL PLANS FOR ALL SIGNAL EQUIPMENT REMOVALS. CALL 2 BUSINESS DAYS BEFORE YOU DIGPerteet 800 q - 206-436-0515 11-800-615-9! UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 Seattle, Washington 98104 7. SEE ILLUMINATION PLANS FOR ALL LUMINAIRE AND INTERCONNECT REMOVALS AND PROTECTION OF EXISTING FACILITIES. 8. SEE DRAINAGE PLANS FOR ALL DRAINAGE RELATED REMOVALS. 9. SAWCUT LINES FOR UNDERGROUND UTILITIES ARE NOT SHOWN. 10. REMOVE IRRIGATION HEADS, VALVES, AND ALL OTHER RELATED IRRIGATION EQUIPMENT AS NECESSARY FOR CONSTRUCTION WORK. ALL SALVAGED EQUIPMENT SHALL BE STORED AND REUSED TO RE-ESTABLISHED IRRIGATION SYSTEM DISTURBED DURING CONSTRUCTION. SEE PLANTING PLANS, 11. MINIMIZE GRADING DISTANCES BEHIND NEW SIDEWALK. PRESERVE AND PROTECT PLANT MATERIAL WHERE POSSIBLE. 12. ALL EXISTING RAISED PAVEMENT MARKERS, PAINTED LINES, AND PAVING MARKING SYMBOLS IN CONFLICT WITH THE CHANNELIZATION AND SIGNING PLAN SHALL BE REMOVED. BER7-0 O of wAs Q +-Q ob 50475 Fss�Ocisr�R NAL EN WIRRU DESIGNED- M. MACIAS J. THOMSEN ,. BOLDT 6*i 1$$=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983(1991) Agf:�� DATU M � FEDERAL AID NO. STPUL-1 131(002 CONSTRUCTION NOTES: I0 INLET PROTECTION HIGH VISIBILTY FENCE (HVF) CUT CUT LINE FILL CONFORMED PLAN RCITY OF RENTON Planning/Building/Public;. Works Dept. FILL LINE ----- SAWCUT PLANING BITUMINOUS PAVEMENT (2$$) REMOVE EXISTING PAVEMENT REMOVE SIDEWALK, DRIVEWAY, CURB & GUTTER CLEARING AND GRUBBING SCALE 20 0 20 40 FEET CITY OF RENTON LOGAN AVENUE N AIRPORT WAY TO N 6TH STREET r r r�■ i , r � PAGE: DRAWING NO: SP1 SHEET- 6 oF:9 6 Ot PROTECT EXISTING CURB AND GUTTER (OR CURB) STORM DRAIN INLET PROTECTION PER WSDOT STD OINSTALL PLAN N0. I-40.20-00 OINSTALL HIGH VISIBILITY FENCE PER WSDOT STD. PLAN I-10.10-01. O4 REMOVE EXISTING CURB AND GUTTER (OR CURB) O5 RELOCATE EXISTING UTILITY POLE (BY PSE) O6 REMOVE EXISTING SIGN AND POST O7 REMOVE EXISTING SIGN O8 RELOCATE EXISTING GUY WIRE (BY PSE) O9 REMOVE HYDRANT PER DRAINAGE AND WATER PLANS N 10 REMOVE EXISTING TREE, SEE SECTION 2-01 OF THE SPECIAL � PROVISIONS. PROTECT EXISTING TREE, INSTALL REUSABLE TEMPORARY TREE C7 AND LANDSCAPE PROTECTION FENCE, SEE DETAIL ON SHEET SP8. Q12 PROTECT EXISTING ELECTRICAL CABINET 13 PROTECT,, EXISTING GUY WIRE ANCHOR W Li,J PROTECT EXISTING BILLBOARD FOUNDATIONS AND ASSOCIATED (n � 4 ELECTRICAL HANDHOLE AND CONDUIT 15 RESET EXISTING MONUMENT, MONUMENT CASE AND COVER � 16 PROTECT EXISTING FIRE HYDRANT -+ REMOVE EXISTING PRIVATELY -OWNED SIGN, SEE SPECIAL � PROVISIONS FOR ADDITIONAL INFORMATION � 18 PROTECT EXISTING FENCE Q 19 PROTECT AND MAINTAIN EXISTING LUMINAIRE � 20 REMOVE EXISTING PAVEMENT MARKING SYMBOL Aj 21 PRESERVE EXISTING PAVEMENT MARKING SYMBOL z � 22 ADJUST CATHODIC PROTECTION TEST BOX REMOVE EXISTING RAISED PAVEMENT MARKERS. SEE = 23 CHANNELIZATION AND SIGNING PLAN FOR LIMITS .J 24 REMOVE EXISTING PAINTED LINE. SEE CHANNELIZATION AND SIGNING PLAN FOR LIMITS. 25 PROTECT EXISTING GUARDRAIL LEGEND I0 INLET PROTECTION HIGH VISIBILTY FENCE (HVF) CUT CUT LINE FILL CONFORMED PLAN RCITY OF RENTON Planning/Building/Public;. Works Dept. FILL LINE ----- SAWCUT PLANING BITUMINOUS PAVEMENT (2$$) REMOVE EXISTING PAVEMENT REMOVE SIDEWALK, DRIVEWAY, CURB & GUTTER CLEARING AND GRUBBING SCALE 20 0 20 40 FEET CITY OF RENTON LOGAN AVENUE N AIRPORT WAY TO N 6TH STREET r r r�■ i , r � PAGE: DRAWING NO: SP1 SHEET- 6 oF:9 6 w Q z QF_ w CL CA cn0 GENERAL NOTES; NE Y4 SEC 18, T 23 N, R 5 Ev W.M. 1. APPROXIMATE CLEARING AND GRUBBING LIMITS ARE SHOWN ON THE PLAN. ACTUAL CLEARING AND GRUBBING LIMITS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. TREES WITHIN THE CLEARING AND GRUBBING LIMITS SHALL BE PROTECTED OR REMOVED AS SHOWN ON THE PLANS AFTER APPROVAL BY THE ENGINEER. TREE REMOVAL IS COVERED UNDER THE BID ITEM CLEARING AND GRUBBING, SEE SECTION 2-01 OF THE SPECIAL PROVISIONS. 2. TREES AND THEIR ROOT STRUCTURES SHALL BE REMOVED IN A MANNER THAT IS NOT DESTRUCTIVE TO THE ITEMS THAT ARE TO REMAIN. 3. STORM DRAIN INLET PROTECTION SHALL BE INSTALLED IN ALL NEW CATCH BASINS AT THE TIME OF INSTALLATION AND IN ALL EXISTING CATCH BASINS BEFORE COMMENCING WORK PER THESE PLANS. SEE SECTION 8-01.3(15) OF THE SPECIAL PROVISIONS. 4. FOR SIGN RELOCATION, SEE CHANNELIZATION & SIGNING PLAN 5. THE CONTRACTOR SHALL KEEP A MINIMUM 5 FOOT WIDE ACCESSIBLE PEDESTRIAN PATHWAY AT ALL TIMES, SEE CONSTRUCTION SEQUENCING AND PEDESTRIAN DETOUR PLANS. 6. SEE SIGNAL PLANS FOR ALL SIGNAL EQUIPMENT REMOVALS. CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER ► v 13ACK OF EXISTING SIDEWALK. PROTECT EXISTING TREES AND IRRIGATION SYSTEM LOC ATT BEHIND EXISTING SIDEWALK 7. SEE ILLUMINATION PLANS FOR ALL LUMINAIRE AND INTERCONNECT REMOVALS AND PROTECTION OF EXISTING FACILITIES. 8. SEE DRAINAGE PLANS FOR ALL DRAINAGE RELATED REMOVALS. 9. SAWCUT LINES FOR UNDERGROUND UTILITIES ARE NOT SHOWN. 10. REMOVE IRRIGATION HEADS, VALVES, AND ALL OTHER RELATED IRRIGATION EQUIPMENT AS NECESSARY FOR CONSTRUCTION WORK. ALL SALVAGED EQUIPMENT SHALL BE STORED AND REUSED TO RE—ESTABLISHED IRRIGATION SYSTEM DISTURBED DURING CONSTRUCTION. SEE PLANTING PLANS, 11. MINIMIZE GRADING DISTANCES BEHIND NEW SIDEWALK. PRESERVE AND PROTECT PLANT MATERIAL WHERE POSSIBLE. 12. ALL EXISTING RAISED PAVEMENT MARKERS, PAINTED LINES, AND PAVING MARKING SYMBOLS IN CONFLICT WITH THE CHANNELIZATION AND SIGNING PLAN SHALL BE REMOVED. SURVEYED: SCALE: VERTICAL: NAVD 1988 DESIGNED: 1 "=20' HORIZONTAL NAD 1983(1991) M. MACIAS DRAWN: J. BEAN Adt::�� ONE INCH DATUM CHECKED: J. THOMSEN AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY P. DE BOLDT (2) W W LO (Q 0 W Z i _._ I -1131(002 FEDERAL AID NO. STPUL 1116 (D PROTECT EXISTING CURB AND GUTTER (OR CURB) OINSTALL STORM DRAIN INLET PROTECTION PER WSDOT STD PLAN N0. I-40.20-00 OINSTALL HIGH VISIBILITY FENCE PER WSDOT STD. PLAN —10.10-01. O4 REMOVE EXISTING CURB AND GUTTER (OR CURB) O5 RELOCATE EXISTING UTILITY POLE (BY PSE) O6 REMOVE EXISTING SIGN AND POST O7 REMOVE EXISTING SIGN O8 RELOCATE EXISTING GUY WIRE (BY PSE) O9 REMOVE HYDRANT PER DRAINAGE AND WATER PLANS 10 REMOVE EXISTING TREE, SEE SECTION 2-01 OF THE SPECIAL PROVISIONS. PROTECT EXISTING TREE, INSTALL REUSABLE TEMPORARY TREE AND LANDSCAPE PROTECTION FENCE, SEE DETAIL ON SHEET SP8. 12 PROTECT EXISTING ELECTRICAL CABINET 13 PROTECT EXISTING GUY WIRE ANCHOR 14 PROTECT EXISTING BILLBOARD FOUNDATIONS AND ASSOCIATED ELECTRICAL HANDHOLE AND CONDUIT 15 RESET EXISTING MONUMENT, MONUMENT CASE AND COVER 16 PROTECT EXISTING FIRE HYDRANT REMOVE EXISTING PRIVATELY—OWNED SIGN, SEE SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION 18 PROTECT EXISTING FENCE 19 PROTECT AND MAINTAIN EXISTING LUMINAIRE 20 REMOVE EXISTING PAVEMENT MARKING SYMBOL 21 PRESERVE EXISTING PAVEMENT MARKING SYMBOL ,72 22 ADJUST CATHODIC PROTECTION TEST BOX 23 REMOVE EXISTING RAISED PAVEMENT MARKERS. SEE CHANNELIZATION AND SIGNING PLAN FOR LIMITS 24 REMOVE EXISTING PAINTED LINE. SEE CHANNELIZATION AND SIGNING PLAN FOR LIMITS. 25 PROTECT EXISTING GUARDRAIL LEGEND INLET PROTECTION HIGH VISIBILTY FENCE (HVF) CUT CUT LINE FILL FILL LINE ---------------------- SAWCUT PLANING BITUMINOUS PAVEMENT (2") CONFORMED PLAN APPROVED: ZA * f .- • i- • ' O'R CITY OF RENTON Planning/Building/Public; Works Dept. rvvvYvv DREMOVE EXISTING PAVEMENT REMOVE SIDEWALK, DRIVEWAY, CURB & GUTTER + + + CLEARING AND GRUBBING SCALE i 0 20 4! FEET CITY OF RENTON LOGAN AVENUE N AIRPORT WAY TO N 6TH STREET FIELDBOOK: PAGE: DRAWING NO: SP2 SHEET:OF: � 96 Li z w D CL LO V) W Z NE Y4 SEC 18, T 23 Nq R 5 E, W.M. CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER n t -k 1 i -n w I k I r%-rrc► _ 1. APPROXIMATE CLEARING AND GRUBBING LIMITS ARE SHOWN ON THE PLAN. ACTUAL CLEARING AND GRUBBING LIMITS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. TREES WITHIN THE CLEARING AND GRUBBING LIMITS SHALL BE PROTECTED OR REMOVED AS SHOWN ON THE PLANS AFTER APPROVAL BY THE ENGINEER. TREE REMOVAL IS COVERED UNDER THE BID ITEM CLEARING AND GRUBBING, SEE SECTION 2-01 OF THE SPECIAL PROVISIONS. 2. TREES AND THEIR ROOT STRUCTURES SHALL BE REMOVED IN A MANNER THAT IS NOT DESTRUCTIVE TO THE ITEMS THAT ARE TO REMAIN. 3. STORM DRAIN INLET PROTECTION SHALL BE INSTALLED IN ALL NEW CATCH BASINS AT THE TIME OF INSTALLATION AND IN ALL EXISTING CATCH BASINS BEFORE COMMENCING WORK PER THESE PLANS. SEE SECTION 8-01.3(15) OF THE SPECIAL PROVISIONS. 4. FOR SIGN RELOCATION, SEE CHANNELIZATION & SIGNING PLAN 5. THE CONTRACTOR SHALL KEEP A MINIMUM 5 FOOT WIDE ACCESSIBLE PEDESTRIAN PATHWAY AT ALL TIMES, SEE CONSTRUCTION SEQUENCING AND PEDESTRIAN DETOUR PLANS. 6. SEE SIGNAL PLANS FOR ALL SIGNAL EQUIPMENT REMOVALS. c::::xc o ULULK OULINU f 11UN t'KtJJUKI_ WAI LK LINL: CONTRACTOR TO EXERCISE CARE WHEN WORKING IN THE VICINITY OF WATER LINE TO PREVENT ANY DAMAGES. IF DAMAGED, ALL ASSOCIATED COSTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 7. SEE ILLUMINATION PLANS FOR ALL LUMINAIRE AND INTERCONNECT REMOVALS AND PROTECTION OF EXISTING FACILITIES. 8. SEE DRAINAGE PLANS FOR ALL DRAINAGE RELATED REMOVALS. 9. SAWCUT LINES FOR UNDERGROUND UTILITIES ARE NOT SHOWN. 10. REMOVE IRRIGATION HEADS, VALVES, AND ALL OTHER RELATED IRRIGATION EQUIPMENT AS NECESSARY FOR CONSTRUCTION WORK. ALL SALVAGED EQUIPMENT SHALL BE STORED AND REUSED TO RE—ESTABLISHED IRRIGATION SYSTEM DISTURBED DURING CONSTRUCTION. SEE PLANTING PLANS, 11. MINIMIZE GRADING DISTANCES BEHIND NEW SIDEWALK. PRESERVE AND PROTECT PLANT MATERIAL WHERE POSSIBLE. 12. ALL EXISTING RAISED PAVEMENT MARKERS, PAINTED LINES, AND PAVING MARKING SYMBOLS IN CONFLICT WITH THE CHANNELIZATION AND SIGNING PLAN SHALL BE REMOVED. SURVEYED: SCALE: VERTICAL: NAVD 1988 DESIGNED: 1"=20$ HORIZONTAL: NAD 1983(1991) M. MACIAS DRAWN: J. BEAN ONE INCH OUM CHECKED: AT FULL SCALE J. THOMSEN IF NOT ONE INCH N 0 . REVISION BY DATE AP P R wPROvED= SCALE ACCORDINGLY P. DE BOLDT INLET PROTECTION HIGH VISIBILTY FENCE (HVF) CUT CUT LINE FILL FILL LINE ---------------------- SAWCUT PLANING BITUMINOUS PAVEMENT (2") CONFORMED PLAN PPR ,. .111�5_ CITY OF RENTON Planning/Building/Public: Works Dept. fYYYVYY OREMOVE EXISTING PAVEMENT REMOVE SIDEWALK, DRIVEWAY, CURB & GUTTER + + + CLEARING AND GRUBBING 00v0v____ - SCALE OW N 20 0 20 -. FEET CITY OF RENTON LOGAN AVENUE N AIRPORT WAY TO 6TH STREET PAGE: DRAWING NO: SP3 SHEET: OF. 9 CONSTRUCTION NOTES: (D PROTECT EXISTING CURB AND GUTTER (OR CURB) OINSTALL STORM DRAIN INLET PROTECTION PER WSDOT STD PLAN N0. I-40.20-00 HIGH VISIBILITY FENCE PER WSDOT STD. PLAN OINSTALL I-10.10-01. O4 REMOVE EXISTING CURB AND GUTTER (OR CURB) O5 RELOCATE EXISTING UTILITY POLE (BY PSE) O6 REMOVE EXISTING SIGN AND POST O7 REMOVE EXISTING SIGN O8 RELOCATE EXISTING GUY WIRE (BY PSE) O9 REMOVE HYDRANT PER DRAINAGE AND WATER PLANS REMOVE EXISTING TREE, SEE SECTION 2-01 OF THE SPECIAL PROVISIONS. PROTECT EXISTING TREE, INSTALL REUSABLE TEMPORARY TREE Ur AND LANDSCAPE PROTECTION FENCE, SEE DETAIL ON SHEET SP8. 0 12 PROTECT EXISTING ELECTRICAL CABINET w 13 PROTECT EXISTING GUY WIRE ANCHOR W PROTECT EXISTING BILLBOARD FOUNDATIONS AND ASSOCIATED (n 14 O ELECTRICAL HANDHOLE AND CONDUIT 4ft15 RESET EXISTING MONUMENT, MONUMENT CASE AND COVER 0 16 PROTECT EXISTING FIRE HYDRANT � REMOVE EXISTING PRIVATELY -OWNED SIGN, SEE SPECIAL (V O� PROVISIONS FOR ADDITIONAL INFORMATION N 18 PROTECT EXISTING FENCE 19 PROTECT AND MAINTAIN EXISTING LUMINAIRE 20 REMOVE EXISTING PAVEMENT MARKING SYMBOL z21 PRESERVE EXISTING PAVEMENT MARKING SYMBOL J 22 ADJUST CATHODIC PROTECTION TEST BOX = 23 REMOVE EXISTING RAISED PAVEMENT MARKERS. SEE CHANNELIZATION AND SIGNING PLAN FOR LIMITS � 24 REMOVE EXISTING PAINTED LINE. SEE CHANNELIZATION AND SIGNING PIAN FOR LIMITS. 25 PROTECT EXISTING GUARDRAIL LEGEND INLET PROTECTION HIGH VISIBILTY FENCE (HVF) CUT CUT LINE FILL FILL LINE ---------------------- SAWCUT PLANING BITUMINOUS PAVEMENT (2") CONFORMED PLAN PPR ,. .111�5_ CITY OF RENTON Planning/Building/Public: Works Dept. fYYYVYY OREMOVE EXISTING PAVEMENT REMOVE SIDEWALK, DRIVEWAY, CURB & GUTTER + + + CLEARING AND GRUBBING 00v0v____ - SCALE OW N 20 0 20 -. FEET CITY OF RENTON LOGAN AVENUE N AIRPORT WAY TO 6TH STREET PAGE: DRAWING NO: SP3 SHEET: OF. 9 w Q z U L,j 0 Of CL NE �/a SEC 18, T 23 N, R 5 E, W.M. SE Y4 SEC 7, T 23 N, R 5 Ev W.M. t 16 TCC CdGi' s _... C NNECT#ON TOP NUT=30.19 TOP NUT -29.88 X X X STA 23+42 X X X X X X X R/W X X X X X X X X r W END SAWCUT STA 23+87 1 g r"j W BEGIN SAWCUT #L 1 +�^+ + + + )+ + + +�--� W W ASPH TRAIL W W BP B BP BP cp BP BP BP BP LO ASPH TRAIL,/ / �. �_ �. / -v vv vv W ry W vv Q.. 0 /. ooaoe a° 4-o / Z. ) v I -__-------------------------------------- S D SD ---�- SD D ----- SD SD SD S D ��� A z w a 2 4 '2 W W L --LINE U}W O T 24 -�. O z26+00,__ 0 L�.I 3 +DO 25+00 0 2 00 � 0 A rr -f- WO` 0 0 N 0 Q 7 + 15 5 L 7 T 4 22 N N 7 IN L E 6 4 Q N 17 N 17 + 17 0 6 CO Q+BP+ + + + + + + + + + 2 N T + + + + + + + + + + + + + + + + + + +P + , BFO (n + + + + + + + + + + + + + + + + + + + + + + + + + F + -P Q- + + + + + + + + o / + + + + + + + + + + + + O P + + + + + + W + + + + �►, � / + + + + + �--�=-��"� + + + + + + + + / + S� + + + + + + + +* + + + + + + + (f) SD 0 ,,.� / w 15 Z W ` W ER (BOEING) W 12 H#W PRES URE WATER BOE# W W + W W ' 12 HIGH PRESsuRE T R W 5 . __ J / .� + 4 22 -- - -- 3 10 f — 19 / + R/W DO(2} < 3 i " - 4 / + + 11 STA 24+31 3 0 + {53.4' RT} /+ + + 6 BEGIN SAWCUT STA 25+29 Q q + (53.5', 64.9' RT) C + ' 3 AP SAWCUT + ac' + STA 25+44 STA 200+75 20 t + + (53.5', 64.2' RT) END CURB, GUTTER, N AP SAWCUT SIDEWALK REMOVAL. ` + 11 (2) END HVF BEGIN SAWCUT + OLDER BOEING HIGH PRESSURE WATER LINE: 2 EASEMENT CONTRACTOR TO EXERCISE CARE WHEN WORKING STA 25+93 EASEMENT R/W IN THE VICINITY OF WATER LINE TO PREVENT ANY 47.5, 54.0' RT) DAMAGES. IF DAMAGED, ALL ASSOCIATED COSTS END SAWCUT c SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. STA 201 +50 BEGIN HVF BEGIN CURB, GUTTER, SIDEWALK REMOVAL. -' END SAWCUT BEGIN HVF GENERAL NOTES: 1. APPROXIMATE CLEARING AND GRUBBING LIMITS ARE SHOWN ON THE PLAN. ACTUAL CLEARING AND GRUBBING LIMITS SHALL BE STAKED BY THE - -` +•0 X0'0 — CONTRACTOR AND APPROVED BY THE ENGINEER. TREES WITHIN THE Z CLEARING AND GRUBBING LIMITS SHALL BE PROTECTED OR REMOVED AS SHOWN ON THE PLANS AFTER APPROVAL BY THE ENGINEER. TREE REMOVAL IS COVERED UNDER THE BID ITEM CLEARING AND GRUBBING, SEE SECTION 2-01 OF THE SPECIAL PROVISIONS. 0 2. TREES AND THEIR ROOT STRUCTURES SHALL BE REMOVED IN A MANNER OSS STA 201 +88 THAT IS NOT DESTRUCTIVE TO THE ITEMS THAT ARE TO REMAIN. ` _ f.-� l END HVF O ---``=--` 3. STORM DRAIN INLET PROTECTION SHALL BE INSTALLED IN ALL NEW CATCH A-1 F BASINS AT THE TIME OF INSTALLATION AND IN ALL EXISTING CATCH BASINS r1 ' BEFORE COMMENCING WORK PER THESE PLANS. SEE SECTION 8-01.3(15) N OF THE SPECIAL PROVISIONS. 4. FOR SIGN RELOCATION, SEE CHANNELIZATION .& SIGNING PLAN 5. THE CONTRACTOR SHALL KEEP A MINIMUM 5 FOOT WIDE ACCESSIBLE PEDESTRIAN PATHWAY AT ALL TIMES, SEE CONSTRUCTION SEQUENCING AND SS PEDESTRIAN DETOUR PLANS. 6. SEE SIGNAL PLANS FOR ALL SIGNAL EQUIPMENT REMOVALS. COI 7. SEE ILLUMINATION PLANS FOR ALL LUMINAIRE AND INTERCONNECT REMOVALS AND PROTECTION OF EXISTING FACILITIES. 8. SEE DRAINAGE PLANS FOR ALL DRAINAGE RELATED REMOVALS. cs� 9. SAWCUT LINES FOR UNDERGROUND UTILITIES ARE NOT SHOWN. B'` 10. REMOVE IRRIGATION HEADS, VALVES, AND ALL OTHER RELATED IRRIGATION CONFORMED PLAN EQUIPMENT AS NECESSARY FOR CONSTRUCTION WORK. ALL SALVAGED EQUIPMENT SHALL BE STORED AND REUSED TO RE-ESTABLISHED IRRIGATION SYSTEM DISTURBED DURING CONSTRUCTION. SEE PLANTING PLANS, o- 11. MINIMIZE GRADING DISTANCES BEHIND NEW SIDEWALK. PRESERVE AND PROTECT PLANT MATERIAL WHERE POSSIBLE. o ` APVED: 12. ALL EXISTING RAISED PAVEMENT MARKERS, PAINTED LINES, AND PAVING MAAR�KIN H SYMBOLS IN CONFLICT WITH THE CHANNELIZATION AND SIGNING P SHALL BE REMOVED. CITY OF RENTON DA E STA 202+52 CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER 3"ke Swim Will -__ M. MACIAS -__J. THOMSEN �. III P. DE BOLD -1 SCALE - 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL.• NAVD 1988 HORIZONTAL: NAD 1983(1991) DATUM . CITY OF RENTON Planning/Building/Public:: Works Dept. FEDERAL AID NO. STPUL-1- 131(002) CONSTRUCTION NOTES: (D PROTECT EXISTING CURB AND GUTTER (OR CURB) OINSTALL STORM DRAIN INLET PROTECTION PER WSDOT STD PIAN N0. I-40.20-00 OINSTALL HIGH VISIBILITY FENCE PER WSDOT STD. PLAN I-10.10-01. O4 REMOVE EXISTING CURB AND GUTTER (OR CURB) O5 RELOCATE EXISTING UTILITY POLE (BY PSE) O6 REMOVE EXISTING SIGN AND POST O7 REMOVE EXISTING SIGN O8 RELOCATE EXISTING GUY WIRE (BY PSE) O9 REMOVE HYDRANT PER DRAINAGE AND WATER PLANS 10 REMOVE EXISTING TREE, SEE SECTION 2-01 OF THE SPECIAL PROVISIONS. PROTECT EXISTING TREE, INSTALL REUSABLE TEMPORARY TREE AND LANDSCAPE PROTECTION FENCE, SEE DETAIL ON SHEET SP8. 12 PROTECT EXISTING ELECTRICAL CABINET 13 PROTECT EXISTING GUY WIRE ANCHOR 14 PROTECT EXISTING BILLBOARD FOUNDATIONS AND ASSOCIATED ELECTRICAL HANDHOLE AND CONDUIT 15 RESET EXISTING MONUMENT, MONUMENT CASE AND COVER 16 PROTECT EXISTING FIRE HYDRANT REMOVE EXISTING PRIVATELY -OWNED SIGN, SEE SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION 18 PROTECT EXISTING FENCE 19 PROTECT AND MAINTAIN EXISTING LUMINAIRE 20 REMOVE EXISTING PAVEMENT MARKING SYMBOL 21 PRESERVE EXISTING PAVEMENT MARKING SYMBOL 22 ADJUST CATHODIC PROTECTION TEST BOX 23 REMOVE EXISTING RAISED PAVEMENT MARKERS. SEE CHANNELIZATION AND SIGNING PLAN FOR LIMITS 24 REMOVE EXISTING PANTED LINE. SEE CHANNELIZATION AND SIGNING PLAN FOR LIMITS. 25 PROTECT EXISTING GUARDRAIL LEGEND m INLET PROTECTION HIGH VISIBILTY FENCE (HVF) CUT LINE CUT FILL FILL LINE ---------------------- SAWCUT PLANING BITUMINOUS PAVEMENT (2") REMOVE EXISTING PAVEMENT / REMOVE SIDEWALK, DRIVEWAY, CURB & GUTTER + + + CLEARING AND GRUBBING SCALE 20 0 20 40 FEET DATE: CITY OF RENTON LOGAN AVENUE N FIELDBOOK: AIRPORT WAY TO N 6TH STREET PAGE: DRAWING N0: SP4 SITE PREPARATION PLAN SHEET. 9 OF: 96 L,j z W 0 Ofn CN Q E- W Ld z + SE �/a SEC 7, T 23 N, R 5 Ej W.M. IN THE VICINITY OF WATER LINE TO PREVENT ANY BEGIN HVF DAMAGES. IF DAMAGED, ALL ASSOCIATED COSTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. GENERAL NOTES.- 1. OTES: 1. APPROXIMATE CLEARING AND GRUBBING LIMITS ARE SHOWN ON THE PLAN. ACTUAL CLEARING AND GRUBBING LIMITS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. TREES WITHIN THE CLEARING AND GRUBBING LIMITS SHALL BE PROTECTED OR REMOVED AS SHOWN ON THE PLANS AFTER APPROVAL BY THE ENGINEER. TREE REMOVAL IS COVERED UNDER THE BID ITEM CLEARING AND GRUBBING, SEE SECTION 2-01 OF THE SPECIAL PROVISIONS. 2. TREES AND THEIR ROOT STRUCTURES SHALL BE REMOVED IN A MANNER THAT IS NOT DESTRUCTIVE TO THE ITEMS THAT ARE TO REMAIN. 3. STORM DRAIN INLET PROTECTION SHALL BE INSTALLED IN ALL NEW CATCH BASINS AT THE TIME OF INSTALLATION AND IN ALL EXISTING CATCH BASINS BEFORE COMMENCING WORK PER THESE PLANS. SEE SECTION 8-01.3(15) OF THE SPECIAL PROVISIONS. 4. FOR SIGN RELOCATION, SEE CHANNELIZATION & SIGNING PLAN 5. THE CONTRACTOR SHALL KEEP A MINIMUM 5 FOOT WIDE ACCESSIBLE PEDESTRIAN PATHWAY AT ALL TIMES, SEE CONSTRUCTION SEQUENCING AND PEDESTRIAN DETOUR PLANS. 6. SEE SIGNAL PLANS FOR ALL SIGNAL EQUIPMENT REMOVALS. CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER 7. SEE ILLUMINATION PLANS FOR ALL LUMINAIRE AND INTERCONNECT REMOVALS AND PROTECTION OF EXISTING FACILITIES. 8. SEE DRAINAGE PLANS FOR ALL DRAINAGE RELATED REMOVALS. 9. SAWCUT LINES FOR UNDERGROUND UTILITIES ARE NOT SHOWN. 10. REMOVE IRRIGATION HEADS, VALVES, AND ALL OTHER RELATED IRRIGATION EQUIPMENT AS NECESSARY FOR CONSTRUCTION WORK. ALL SALVAGED EQUIPMENT SHALL BE STORED AND REUSED TO RE-ESTABLISHED IRRIGATION SYSTEM DISTURBED DURING CONSTRUCTION. SEE PLANTING PLANS, 11. MINIMIZE GRADING DISTANCES BEHIND NEW SIDEWALK. PRESERVE AND PROTECT PLANT MATERIAL WHERE POSSIBLE. 12. ALL EXISTING RAISED PAVEMENT MARKERS, PAINTED LINES, AND PAVING MARKING SYMBOLS IN CONFLICT WITH THE CHANNELIZATION AND SIGNING PLAN SHALL BE REMOVED. Ed REVISION -__ -DESIGNED: M. MACIAS J. THOMSEN II 1 �� .-.. ..i a, P. DE :• r 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983(1991) DATUM � FEDERAL AID NO. STPUL-1 131(002 CONSTRUCTION NOTES: O1 PROTECT EXISTING CURB AND GUTTER (OR CURB) OINSTALL STORM DRAIN INLET PROTECTION PER WSDOT STD PLAN N0. I-40.20-00 OINSTALL HIGH VISIBILITY FENCE PER WSDOT STD. PLAN -10.10-01. O4 REMOVE EXISTING CURB ANB GUTTER (OR CURB) 5O RELOCATE EXISTING UTILITY POLE (BY PSE) O6 REMOVE EXISTING SIGN AND POST O7 REMOVE EXISTING SIGN 8O RELOCATE EXISTING GUY WIRE (BY PSE) O9 REMOVE HYDRANT PER DRAINAGE AND WATER PLANS REMOVE EXISTING TREE, SEE SECTION 2-01 OF THE SPECIAL PROVISIONS. PROTECT EXISTING TREE, INSTALL REUSABLE TEMPORARY TREE AND LANDSCAPE PROTECTION FENCE, SEE DETAIL ON SHEET SP8. 12 PROTECT EXISTING ELECTRICAL CABINET 13 PROTECT EXISTING GUY WIRE ANCHOR � 4 PROTECT EXISTING BILLBOARD FOUNDATIONS AND ASSOCIATED ELECTRICAL HANDHOLE AND CONDUIT 15 RESET EXISTING MONUMENT, MONUMENT CASE AND COVER 16 PROTECT EXISTING FIRE HYDRANT REMOVE EXISTING PRIVATELY -OWNED SIGN, SEE SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION 18 PROTECT EXISTING FENCE 19 PROTECT AND MAINTAIN EXISTING LUMINAIRE 20 REMOVE EXISTING PAVEMENT MARKING SYMBOL 21 PRESERVE EXISTING PAVEMENT MARKING SYMBOL 22 ADJUST CATHODIC PROTECTION TEST BOX 23 REMOVE EXISTING RAISED PAVEMENT MARKERS. SEE CHANNELIZATION AND SIGNING PLAN FOR LIMITS 24 REMOVE EXISTING PAINTED LINE. SEE CHANNELIZATION AND SIGNING PLAN FOR LIMITS. 25 PROTECT EXISTING GUARDRAIL INLET PROTECTION HIGH VISIBILTY FENCE (HVF) CUT CUT LINE FILL Immiliflo ---------------------- SAWCUT PLANING BITUMINOUS PAVEMENT (2") CONFORMED PLAN PPR z#0 e �_ -OF REN ON r t J�'a R CITY OF mu RENTON Plan ning/Building/Pubii(. Works Dept. rYv�vYv OREMOVE EXISTING PAVEMENT REMOVE SIDEWALK, DRIVEWAY, CURB & GUTTER SCALE 20 i 20 -0 FEET DATE: CITY OF RENTON LOGAN AVENUE N FIELDBOOK: AIRPORT WAY TO N 6TH STREET PAGE: DRAWING N0: SP5 SITE PREPARATION PLAN SHEET: OF: 10 96 w z F_ W 0I CL z W Z W Q z 'C( 0 0 J W W 0 0 to Q 0 U Q SE �/aSEC7,T23N, R 5 Eq W*M* (50.1' RT, 56.1' RT) SAWCUT CONTRACTOR TO EXERCISE CARE WHEN WORKING IN THE VICINITY OF WATER LINE TO PREVENT ANY DAMAGES. IF DAMAGED, ALL ASSOCIATED COSTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. GENERAL NOTES: 1. APPROXIMATE CLEARING AND GRUBBING LIMITS ARE SHOWN ON THE PLAN. ACTUAL CLEARING AND GRUBBING LIMITS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. TREES WITHIN THE CLEARING AND GRUBBING LIMITS SHALL BE PROTECTED OR REMOVED AS SHOWN ON THE PLANS AFTER APPROVAL BY THE ENGINEER. TREE REMOVAL IS COVERED UNDER THE BID ITEM CLEARING AND GRUBBING, SEE SECTION 2-01 OF THE SPECIAL PROVISIONS. 2. TREES AND THEIR ROOT STRUCTURES SHALL BE REMOVED IN A MANNER THAT IS NOT DESTRUCTIVE TO THE ITEMS THAT ARE TO REMAIN. 3. STORM DRAIN INLET PROTECTION SHALL BE INSTALLED IN ALL NEW CATCH BASINS AT THE TIME OF INSTALLATION AND IN ALL EXISTING CATCH BASINS BEFORE COMMENCING WORK PER THESE PLANS. SEE SECTION 8-01.3(15) OF THE SPECIAL PROVISIONS. 4. FOR SIGN RELOCATION, SEE CHANNELIZATION & SIGNING PLAN 5. THE CONTRACTOR SHALL KEEP A MINIMUM 5 FOOT WIDE ACCESSIBLE PEDESTRIAN PATHWAY AT ALL TIMES, SEE CONSTRUCTION SEQUENCING AND PEDESTRIAN DETOUR PLANS. 6. SEE SIGNAL PLANS FOR ALL SIGNAL EQUIPMENT REMOVALS. CALL 2 BUSINESS DAYS BEFORE YOU OIG ,. Perteet 1 800 4 - 206-436-0515 11-800-615-9110 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 Seattle, Washington 98104 AP STA 33+26 (46.8' RT, 61.0' RT) SAWCUT 7. SEE ILLUMINATION PLANS FOR ALL LUMINAIRE AND INTERCONNECT REMOVALS AND PROTECTION OF EXISTING FACILITIES. 8. SEE DRAINAGE PLANS FOR ALL DRAINAGE RELATED REMOVALS. 9. SAWCUT LINES FOR UNDERGROUND UTILITIES ARE NOT SHOWN. 10. REMOVE IRRIGATION HEADS, VALVES, AND ALL OTHER RELATED IRRIGATION EQUIPMENT AS NECESSARY FOR CONSTRUCTION WORK. ALL SALVAGED EQUIPMENT SHALL BE STORED AND REUSED TO RE—ESTABLISHED IRRIGATION SYSTEM DISTURBED DURING CONSTRUCTION. SEE PLANTING PLANS, 11. MINIMIZE GRADING DISTANCES BEHIND NEW SIDEWALK. PRESERVE AND PROTECT PLANT MATERIAL WHERE POSSIBLE. 12. ALL EXISTING RAISED PAVEMENT MARKERS, PAINTED LINES, AND PAVING MARKING SYMBOLS IN CONFLICT WITH THE CHANNELIZATION AND SIGNING PLAN SHALL BE REMOVED. m REVISION �w M. 1 l ! APPROVED: P. DE :• r 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY (46.75' RT, 52.8' RT) SAWCUT (46.8' RT, 60.5' RT) SAWCUT VERTICAL: NAVD 1988 HORIZONTAL• NAD 1983(1991) DATUM L-0 2:4111111 0 111111 .• �I I ■r • 0 CONSTRUCTION NOTES: (D PROTECT EXISTING CURB AND GUTTER (OR CURB) OINSTALL STORM DRAIN INLET PROTECTION PER WSDOT STD PLAN N0. I-40.20-00 OINSTALL HIGH VISIBILITY FENCE PER WSDOT STD. PLAN —10.10-01. O4 REMOVE EXISTING CURB AND GUTTER (OR CURB) O5 RELOCATE EXISTING UTILITY POLE (BY PSE) O6 REMOVE EXISTING SIGN AND POST O7 REMOVE EXISTING SIGN O8 RELOCATE EXISTING GUY WIRE (BY PSE) O9 REMOVE HYDRANT PER DRAINAGE AND WATER PLANS REMOVE EXISTING TREE, SEE SECTION 2-01 OF THE SPECIAL PROVISIONS. 11 PROTECT EXISTING TREE, INSTALL REUSABLE TEMPORARY TREE AND LANDSCAPE PROTECTION FENCE, SEE DETAIL ON SHEET SPB. 12 PROTECT EXISTING ELECTRICAL CABINET 13 PROTECT EXISTING GUY WIRE ANCHOR 14 PROTECT EXISTING BILLBOARD FOUNDATIONS AND ASSOCIATED ELECTRICAL HANDHOLE AND CONDUIT 15 RESET EXISTING MONUMENT, MONUMENT CASE AND COVER 16 PROTECT EXISTING FIRE HYDRANT REMOVE EXISTING PRIVATELY—OWNED SIGN, SEE SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION 18 PROTECT EXISTING FENCE 19 PROTECT AND MAINTAIN EXISTING LUMINAIRE 20 REMOVE EXISTING PAVEMENT MARKING SYMBOL 21 PRESERVE EXISTING PAVEMENT MARKING SYMBOL 22 ADJUST CATHODIC PROTECTION TEST BOX 23 REMOVE EXISTING RAISED PAVEMENT MARKERS. SEE CHANNELIZATION AND SIGNING PLAN FOR LIMITS 24 REMOVE EXISTING PAINTED LINE. SEE CHANNELIZATION AND SIGNING PLAN FOR LIMITS. 25 PROTECT EXISTING GUARDRAIL LEGEND m INLET PROTECTION HIGH VISIBILTY FENCE (HVF) CUT CUT LINE FILL CONFORMED PLAN APP •!T OF • bAfE .. CITY OF RENTON Planning/Building/Public;; Works Dept. FILL LINE SAWCUT PLANING BITUMINOUS PAVEMENT (2") REMOVE EXISTING PAVEMENT REMOVE SIDEWALK, DRIVEWAY, CURB & GUTTER CLEARING AND GRUBBING SCALE 20 0 20 40 FEET DATE: CITY OF RENTON LOGAN AVENUE N FIELDBOOK: AIRPORT WAY TO N 6TH STREET PAGE: DRAWING N0: SP6 SITE PREPARATION PLAN SHEET. 11 OF -'96 I w Q z 0 w D 0 ry n 0 D W W CONTRACTOR TO EXERCISE CARE WHEN WORKING IN THE VICINITY OF WATER LINE TO PREVENT ANY DAMAGES. IF DAMAGED, ALL ASSOCIATED COSTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. GENERAL NOTES: 1. APPROXIMATE CLEARING AND GRUBBING LIMITS ARE SHOWN ON THE PLAN. ACTUAL CLEARING AND GRUBBING LIMITS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. TREES WITHIN THE CLEARING AND GRUBBING LIMITS SHALL BE PROTECTED OR REMOVED AS SHOWN ON THE PLANS AFTER APPROVAL BY THE ENGINEER. TREE REMOVAL IS COVERED UNDER THE BID ITEM CLEARING AND GRUBBING, SEE SECTION 2-01 OF THE SPECIAL PROVISIONS. 2. TREES AND THEIR ROOT STRUCTURES SHALL BE REMOVED IN A MANNER THAT IS NOT DESTRUCTIVE TO THE ITEMS THAT ARE TO REMAIN. 3. STORM DRAIN INLET PROTECTION SHALL BE INSTALLED IN ALL NEW CATCH BASINS AT THE TIME OF INSTALLATION AND IN ALL EXISTING CATCH BASINS BEFORE COMMENCING WORK PER THESE PLANS. SEE SECTION 8-01.3(15) OF THE SPECIAL PROVISIONS. 4. FOR SIGN RELOCATION, SEE CHANNELIZATION & SIGNING PLAN 5. THE CONTRACTOR SHALL KEEP A MINIMUM 5 FOOT WIDE ACCESSIBLE PEDESTRIAN PATHWAY AT ALL TIMES, SEE CONSTRUCTION SEQUENCING AND PEDESTRIAN DETOUR PLANS. 6. SEE SIGNAL PLANS FOR ALL SIGNAL EQUIPMENT REMOVALS. CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER SE Y4 SEC 7, T 23 N, R 5 Ev W.M. 7. SEE ILLUMINATION PLANS FOR ALL LUMINAIRE AND INTERCONNECT REMOVALS AND PROTECTION OF EXISTING FACILITIES. 8. SEE DRAINAGE PLANS FOR ALL DRAINAGE RELATED REMOVALS. 9. SAWCUT LINES FOR UNDERGROUND UTILITIES ARE NOT SHOWN. 10. REMOVE IRRIGATION HEADS, VALVES, AND ALL OTHER RELATED IRRIGATION EQUIPMENT AS NECESSARY FOR CONSTRUCTION WORK. ALL SALVAGED EQUIPMENT SHALL BE STORED AND REUSED TO RE—ESTABLISHED IRRIGATION SYSTEM DISTURBED DURING CONSTRUCTION. SEE PLANTING PLANS, 11. MINIMIZE GRADING DISTANCES BEHIND NEW SIDEWALK. PRESERVE AND PROTECT PLANT MATERIAL WHERE POSSIBLE. 12. ALL EXISTING RAISED PAVEMENT MARKERS, PAINTED LINES, AND PAVING MARKING SYMBOLS IN CONFLICT WITH THE CHANNELIZATION AND SIGNING PLAN SHALL BE REMOVED. ER TO \o o f WASy� 50475 SAL 0 041 REVISION BP BP --z COVERED C®NC WALK xC xC xC xc cry -__ M. MACIAS -__ CHECKED: ... APPROVED: BOLDT SCALE- ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAW 1988 HORIZONTAL: NAD 1983(1991) Agt:i� DATU M � FEDERAL AID NO. STPUL-1 131(002 CONSTRUCTION NOTES: (D PROTECT EXISTING CURB AND GUTTER (OR CURB) OINSTALL STORM DRAIN INLET PROTECTION PER WSDOT STD PIAN N0. I-40.20-00 OINSTALL HIGH VISIBILITY FENCE PER WSDOT STD. PLAN —10.10-01. O4 REMOVE EXISTING CURB AND GUTTER (OR CURB) O5 RELOCATE EXISTING UTILITY POLE (BY PSE) O6 REMOVE EXISTING SIGN AND POST O7 REMOVE EXISTING SIGN 8O RELOCATE EXISTING GUY WIRE (BY PSE) O9 REMOVE HYDRANT PER DRAINAGE AND WATER PLANS 10 REMOVE EXISTING TREE, SEE SECTION 2-01 OF THE SPECIAL PROVISIONS. PROTECT EXISTING TREE, INSTALL REUSABLE TEMPORARY TREE AND LANDSCAPE PROTECTION FENCE, SEE DETAIL ON SHEEP SP8. 12 PROTECT EXISTING ELECTRICAL CABINET 13 PROTECT EXISTING GUY WIRE ANCHOR � 4 PROTECT EXISTING BILLBOARD FOUNDATIONS AND ASSOCIATED ELECTRICAL HANDHOLE AND CONDUIT 15 RESET EXISTING MONUMENT, MONUMENT CASE AND COVER 16 PROTECT EXISTING FIRE HYDRANT REMOVE EXISTING PRIVATELY—OWNED SIGN, SEE SPECIAL � � PROVISIONS FOR ADDITIONAL INFORMATION 18 PROTECT EXISTING FENCE 19 PROTECT AND MAINTAIN EXISTING LUMINAIRE 20 REMOVE EXISTING PAVEMENT MARKING SYMBOL 21 PRESERVE EXISTING PAVEMENT MARKING SYMBOL 22 ADJUST CATHODIC PROTECTION TEST BOX 23 REMOVE EXISTING RAISED PAVEMENT MARKERS. SEE CHANNELIZATION AND SIGNING PLAN FOR LIMITS 24 REMOVE EXISTING PAINTED LINE. SEE CHANNELIZATION AND SIGNING PLAN FOR LIMITS. 25 PROTECT EXISTING GUARDRAIL .,. CONFORMED PLAN APPROVED: r CITY OF RENYON DATE, )2T CITY OF REN TON Planning/Building/Public;: Works Dept. Q] INLET PROTECTION HIGH VISIBILTY FENCE (HVF) CUT CUT LINE FILL FILL LINE SAWCUT PLANING BITUMINOUS PAVEMENT (2") OREMOVE EXISTING PAVEMENT + + + REMOVE SIDEWALK, DRIVEWAY, CURB & GUTTER CLEARING AND GRUBBING SCALE • ! 20 4• FEET DATE: CITY OF RENTON LOGAN AVENUE N FIELDBOOK: AIRPORT WAY TO N 6TH STREET PAGE: DRAWING NO: SP7 SITE PREPARATION PLAN SHEET: OF 12 96 w z 0 w 0 Of I Z W Z) Z w 'Q z Q 0 0 in ON W ■ ■ ■ ■ r ■ ■ u u ■ ■ ■ ■ ■ ■ ■ VA a [I ;�Ill 11111111110 1 :10 0 111111 1-1/2 13, 0 PVC (TYP) VARIES (4'-0" MIN EACH SIDE) EXISTING TREE PIT/ PLANTER STRIP PAVED SURFACE NE Y4 SEC 18, T 23 N, R 5 E, W.M. EXISTING TREE & VEGETATION PLAN VIEW TIES (NP) i INLET PROTECTION �i i i i■ i� 'i � i i■■ i i ■� HIGH VISIBILTY FENCE (HVF) ................ CUT . . . . . . . . ■ ■ ■ ■ ■ ■ ■ . FILL LINE ---------------------- SAWCUT PLANING BITUMINOUS PAVEMENT (2") ................ REMOVE EXISTING PAVEMENT REMOVE SIDEWALK, DRIVEWAY, CURB & GUTTER . . . . . . . . . ■ ■ ■ ■ ■ . ■ CLEARING AND GRUBBING L J ELBOW CONNECTIONS °- (TYP) VARIES 4'-0" MIN ELBOW (TYP) ?, �3(000000p00000 000 00000000000 p0 0000000000 p p + i0 pppOp J-1 n n n300000000 pOppp <Dc voovoaoo 000000p0000000 0 v o 0 0 0 I 0000000000000000 pOpppppppp 4 o ^ 0000000000000000 0 0 0 0 0 v v o a 0000000000000000 p0000000a0 0000000000000000 v 0000000000000000 0 0 0 0 0 0000000000000000 pOpOpOp00 a 0 00 0000000000000000 p OpOpO 0000000000000000 p 000 0000000000000000 v0 0 I 0000000000000000 p0 d- 0000000000000000 FcCONFORMED PLAN U HIGH VISIBILITY NYLON ZIP TIES 12" FENCE MIN 0 1'-6" SPACING TIE CONNECTIONS (TYP) TYPICAL PANEL NTS NTS GENERAL NOTES.- NOTES: OTES: NOTES: 1. FOUR FOOT SIX INCH HIGH TEMPORARY FENCE SHALL BE PLACED AT DRIPLINE OF TREE TO BE SAVED, UNLESS OTHERWISE NOTED. FENCE SHALL COMPLETELY ENCIRCLE TREE(S). 2. TREATMENT OF ROOTS EXPOSED DURING CONSTRUCTION: ALL ROOT PRUNING SHALL BE DONE BY HAND AND SUPERVISED BY AN ISA CERTIFIED ARBORIST. CALL ARBORIST AT LEAST TWO BUSINESS DAYS PRIOR TO SCHEDULED PRUNING. FOR ROOTS OVER 1" IN DIAMETER DAMAGED DURING CONSTRUCTION; MAKE A CLEAN, STRAIGHT CUT TO REMOVE DAMAGED PORTION OF ROOT. ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP TO PREVENT DRYING, AND COVERED WITH SOIL AS SOON AS POSSIBLE. SEE SECTION 8-01.3(17) OF SPECIAL PROVISIONS. 3. WORK WITH PROTECTION FENCE SHALL BE DONE MANUALLY. NO STOCKPILE OF MATERIALS, VEHICULAR TRAFFFIC, OR STORAGE OF EQUIPMENT OR MACHIERY SHALL BE ALLOWED WITHIN THE LIMITS OF THE FENCING. 4. ALL TREES NOTED FOR REMOVAL SHALL BE APPROVED BY ENGINEER, PRIOR TO START OF CONSTRUCTION ACTIVITIES. 5. ALL TREES TO REMAIN WITHIN CLEARING AND GRUBBING LIMITS, SHALL BE TAGGED FOR APPROVAL BY ENGINEER, PRIOR TO START OF CONSTRUCTION ACTIVITIES. CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER 1. APPROXIMATE CLEARING AND GRUBBING LIMITS ARE SHOWN ON THE PLAN. ACTUAL CLEARING AND GRUBBING LIMITS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. TREES WITHIN THE CLEARING AND GRUBBING LIMITS SHALL BE PROTECTED OR REMOVED AS SHOWN ON THE PLANS AFTER APPROVAL BY THE ENGINEER. TREE REMOVAL IS COVERED UNDER THE BID ITEM CLEARING AND GRUBBING, SEE SECTION 2-01 OF THE SPECIAL PROVISIONS. 2. TREES AND THEIR ROOT STRUCTURES SHALL BE REMOVED IN A MANNER THAT IS NOT DESTRUCTIVE TO THE ITEMS THAT ARE TO REMAIN. 3. STORM DRAIN INLET PROTECTION SHALL BE INSTALLED IN ALL NEW CATCH BASINS AT THE TIME OF INSTALLATION AND IN ALL EXISTING CATCH BASINS BEFORE COMMENCING WORK PER THESE PLANS. SEE SECTION 8-01.3(15) OF THE SPECIAL PROVISIONS. 4. FOR SIGN RELOCATION, SEE CHANNELIZATION & SIGNING PLAN 5. THE CONTRACTOR SHALL KEEP A MINIMUM 5 FOOT WIDE ACCESSIBLE PEDESTRIAN PATHWAY AT ALL TIMES, SEE CONSTRUCTION SEQUENCING AND PEDESTRIAN DETOUR PLANS. 6. SEE SIGNAL PLANS FOR ALL SIGNAL EQUIPMENT REMOVALS. SURVEYED: DESIGNED: M. MACIAS DRAWN: J. BEAN CHECKED: J. THOMSEN NO. REVISION BY DATE APPR ' PROP DE BOLDT APPROVED: t/ t:ITY OF RENTON y 7. SEE ILLUMINATION PLANS FOR ALL LUMINAIRE AND INTERCONNECT REMOVALS AND PROTECTION OF EXISTING FACILITIES. 8. SEE DRAINAGE PLANS FOR ALL DRAINAGE RELATED REMOVALS. 9. SAWCUT LINES FOR UNDERGROUND UTILITIES ARE NOT SHOWN, 10. REMOVE IRRIGATION HEADS, VALVES, AND ALL OTHER RELATED IRRIGATION EQUIPMENT AS NECESSARY FOR CONSTRUCTION WORK. ALL SALVAGED EQUIPMENT SHALL BE STORED AND REUSED TO RE—ESTABLISFIED IRRIGATION SYSTEM DISTURBED DURING CONSTRUCTION. SEE PLANTING PLANS, 11. MINIMIZE GRADING DISTANCES BEHIND NEW SIDEWALK. PRESERVE AND PROTECT PLANT MATERIAL WHERE POSSIBLE. 12. ALL EXISTING RAISED PAVEMENT MARKERS, PAINTED LINES, AND PAVING MARKING SYMBOLS IN CONFLICT WITH THE CHANNELIZATION AND SIGNING PLAN SHALL BE REMOVED. SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983(1991) Aft�� DATU M .- CITY OF RENTON Planning/Building/Publics Works Dept. I. FEDERAL AID NO. STPUL-1 131(002) CONSTRUCTION NOTES: (D PROTECT EXISTING CURB AND GUTTER (OR CURB) OINSTALL STORM DRAIN INLET PROTECTION PER WSDOT STD PLAN NO. I-40.20-00 OINSTALL HIGH VISIBILITY FENCE PER WSDOT STD. PIAN I-10.10-01. O4 REMOVE EXISTING CURB AND GUTTER (OR CURB) O5 RELOCATE EXISTING UTILITY POLE (BY PSE) O6 REMOVE EXISTING SIGN AND POST O7 REMOVE EXISTING SIGN O8 RELOCATE EXISTING GUY WIRE (BY PSE) O9 REMOVE HYDRANT PER DRAINAGE AND WATER PLANS REMOVE EXISTING TREE, SEE SECTION 2-01 OF THE SPECIAL PROVISIONS. 11 PROTECT EXISTING TREE, INSTALL REUSABLE TEMPORARY TREE AND LANDSCAPE PROTECTION FENCE, SEE DETAIL ON SHEET SP8. 12 PROTECT EXISTING ELECTRICAL CABINET 13 PROTECT EXISTING GUY WIRE ANCHOR O� 4 PROTECT EXISTING BILLBOARD FOUNDATIONS AND ASSOCIATED ELECTRICAL HANDHOLE AND CONDUIT 15 RESET EXISTING MONUMENT, MONUMENT CASE AND COVER 16 PROTECT EXISTING FIRE HYDRANT REMOVE EXISTING PRIVATELY—OWNED SIGN, SEE SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION 18 PROTECT EXISTING FENCE 19 PROTECT AND MAINTAIN EXISTING LUMINAIRE 20 REMOVE EXISTING PAVEMENT MARKING SYMBOL 21 PRESERVE EXISTING PAVEMENT MARKING SYMBOL 22 ADJUST CATHODIC PROTECTION TEST BOX 23 REMOVE EXISTING RAISED PAVEMENT MARKERS. SEE CHANNELIZATION AND SIGNING PLAN FOR LIMITS 24 REMOVE EXISTING PAINTED LINE. SEE CHANNELIZATION AND SIGNING PLAN FOR LIMITS. 25 PROTECT EXISTING GUARDRAIL LEGEND SCALE ! ! 20 4! FEET CITY OF RENTON LOGAN AVENUE N FIELDeooK: AIRPORT WAY TO 6TH STREET PAGE. DRAwINc No: SP8 SITE PREPARATION PLAN SHEET: OF: 13 96 INLET PROTECTION HIGH VISIBILTY FENCE (HVF) CUT LINE CUT FILL FILL LINE ---------------------- SAWCUT PLANING BITUMINOUS PAVEMENT (2") REMOVE EXISTING PAVEMENT REMOVE SIDEWALK, DRIVEWAY, CURB & GUTTER + + + CLEARING AND GRUBBING SCALE ! ! 20 4! FEET CITY OF RENTON LOGAN AVENUE N FIELDeooK: AIRPORT WAY TO 6TH STREET PAGE. DRAwINc No: SP8 SITE PREPARATION PLAN SHEET: OF: 13 96 w Q z U L,j D O ctf CL 0m S LOGAN _AVE J4� SID - �I MIX Is ell M��I�� CONFORMED PLAN l ! AUTY • ON RAlf CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER 90 NE Y4 SEC 18, T 23 N, R 5 E, W.M. • PROPOSED tWORK PLANNED ON THIS SHEET m 0 04 cn Ld z --i 50 50 40 40 _- -- C—' EXISTING PROFILE CENTERLINE 30 30 m REVISION -__ M. MACIAS J. THOMSEN APMOVED:II P. DE :• 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 13+00 VERTICAL NAVD 1988 HORIZONTAL: NAD 1983(1991) DATUM > CITY OF RENTON Planning/Building/Public Works Dept. FEDERAL AID NO. STPUL-1 131(002) � CONSTRUCTION NOTES Oj CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CIN OF RENTON STD PLAN 101. O CONSTRUCT CEMENT CONCRETE SIDEWALK PER CIN OF RENTON STD. PLAN 102. O3 CONSTRUCT CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE C28 PER CIN OF RENTON STD. PLAN 104.4. O4 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB PER CIN OF RENTON STD. PLAN 101. OCONSTRUCT PEDESTRIAN REFUGE ISLAND B PER DETAIL ON SHEET MD3. O6 CONSTRUCT ROADWAY MEDIAN PER DETAIL ON MD SHEETS. O7 CONSTRUCT CURB RAMP TYPE A PER DETAIL ON MD SHEETS. O8 CONSTRUCT CURB RAMP TYPE B PER DETAIL ON MD SHEETS. O9 CONSTRUCT CURB RAMP TYPE C PER DETAIL ON MD SHEETS. 10 PROTECT EXISTING LUMINAIRE, JUNCTION BOX AND ASSOCIATED CONDUIT. MAINTAIN POWER DURING CONSTRUCTION. 11 PROTECT EXISTING CURB. 12 ADJUST EXISTING MH, CB. 13 ADJUST EXISTING FIRE HYDRANT. 14 PROTECT EXISTING GUY WIRE ANCHOR. 15 PROTECT EXISTING MH, CB. 16 PROTECT EXISTING BRIDGE JOINT. CONSTRUCT RR -10 FOOTING PER KING COUNTY METRO PASSENGER FACILITIES STANDARD DETAILS SHEET D-101. INCLUDE GROUNDING FOR SOLAR LIGHTING PER DETAIL SHEET D-111. CONTACT PAUL MILLER WITH METRO'S CONSTRUCTION MANAGEMENT AND INSPECTION OFFICE AT TELEPHONE #206-263-1370, 48 HOURS PRIOR TO POURING CONCRETE FOR SHELTER FOOTINGS. HIS EMAIL ADDRESS IS PAUL. MILLER@KING000NTY.GOV. 1$ KING COUNTY METRO WILL INSTALL RAPIDRIDE RR -126 SHELTER, 4' BENCH, AND LITTER RECEPTACLE UPON COMPLETION OF FOOTING AND ADJACENT CEMENT CONCRETE SIDEWALK. �g CONSTRUCT HOT MIX ASPHALT EXTRUDED CURB TYPE 5 PER WSDOT STD. PLAN F-10.42-00. 20 ADJUST EXISTING CATHODIC PROTECTION MH. GENERAL NOTES 1. CRX REFERS TO CURB RETURN DATA ON SHEET CRI. 2. SEE PLANTING PLAN FOR LANDSCAPING IN THE PLANTER STRIP, TRAFFIC ISLANDS AND BEHIND SIDEWALK. 3. SEE DWP SHEETS FOR DRIVEWAY DETAILS AND PROFILES. LEGEND Ti PAVING LIMITS PLANING BITIMINOUS PAVEMENT, 2" OR TO BASE (WHICHEVER IS LESS), OVERLAY WITH 2" HMA CL 1/2- PG 64-22 4„ HMA CL 1/2" PG 64-22 OVER 4" CSTC 3" HMA CL 3/8" PG 64-22 OVER 4" CSTC :. SIDEWALK + + + LANDSCAPE, SEE PLANTING PLANS FILL FILL LINE cu -r CUT LINE SCALE 20 0 20 40 FEET DATE: CITY OF RENTON LOGAN AVENUE NORTH FIELDBOOK: N AIRPORT WAY TO N 6TH STREET PAGE: DRAWING NO: ppi ROADWAY PLAN AND PROFILE SHEET: OF: 14 96 16 z STA 14+28 BEGIN PAVING LIMITS < w 7' F— 0 C) Luz D 14+00 0 w .. .......................... n > z 0 0 STA 14+02 (42.25' RT) BEGIN CURB & GUTTER MATCH EX. BRIDGE CONC. BARRIER Him own CENTEF RT FLO\A mill 50 35.33 We ia CC) 7C) G I NE4 SEC 189 CONIC STA 15+76 (57' LT) WALq BEGIN CURB & GUTTER MATCH EXISTING CO IRAW 12 L—LINE LOOAN AVE N 15+00_ _ _ _ , _ —4— A.P. STA 14+93.8 CR2 CR1 (48.5' RT) T 23 No R 5 Ev W.M. Ar -r + + + Tom' BP —1 Was STA 15+79 28' LT 15 BEGIN CURB & GUTTER MATCH EXISTING 1 6+00 STA 16+36 (28' LT) END CURB & GUTTER MATCH EXISTING 1*1 10 STA 16+40 (58.50' LT SID SD SD 17 18 15 50' ------------------------------------ jam, 10 10 .................. PC STA 16+57 (34.3' LT, 46.2' LT) BEGIN ASPHALT TRAIL + 3 CR3 Qf') SD S Ar + ....... ....... ....... ....... ....... ....... ....... ....... ....... D SD -r -11r -r Ar i t A- Ar + + A- + + A- +' A� 2 R=25 - I Ar A- A- Ar . + -k- t- A- A- A - rd a— mmw�—mb RAISED CONC wma oval E33 F W, RN WALr\ V-1 �w 10- 0 'IVA Ir BP EX. SIDEWALK w JOINT OP 0 P 0 P 0 P R/W STA 14+57 (60.23; BEGIN SIDEWALK MATCH EXISTING JOINT ULULN IJULINU HIUH I-`KtZ)Z)UKt. WAI LK LINL: CONTRACTOR TO EXERCISE CARE WHEN WORKING IN THE VICINITY OF WATER LINE TO PREVENT ANY DAMAGES. IF DAMAGED, ALL ASSOCIATED COSTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 11 491 14+00 * SEE SHEET CR1 FOR FLOW LINE ELEVATIONS. CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER NO. ff, 1*11 W 11 C REVISION 17+00 C ONFORMED PLAN APPROVED: /4c–I OF REN-rON EATEf. FEDERAL AID NO. STPUL-1131(002 CONSTRUCTION NOTES_ CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101. O CONSTRUCT CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD. PLAN 102. O3 CONSTRUCT CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE C213 PER CITY OF RENTON STD. PLAN 104.4. O4 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD. PLAN 101. OCONSTRUCT PEDESTRIAN REFUGE ISLAND B PER DETAIL ON SHEET MD3. O6 CONSTRUCT ROADWAY MEDIAN PER DETAIL ON MD SHEETS. O7 CONSTRUCT CURB RAMP TYPE A PER DETAIL ON MD SHEETS. O8 CONSTRUCT CURB RAMP TYPE B PER DETAIL ON MD SHEETS. O9 CONSTRUCT CURB RAMP TYPE C PER DETAIL ON MD SHEETS. PROTECT EXISTING LUMINAIRE, JUNCTION BOX AND ASSOCIATED CONDUIT. MAINTAIN POWER DURING CONSTRUCTION. 11 PROTECT EXISTING CURB. 12 ADJUST EXISTING MH, CB. 13 ADJUST EXISTING FIRE HYDRANT. 14 PROTECT EXISTING GUY WIRE ANCHOR. 15 PROTECT EXISTING MH, CB. 16 PROTECT EXISTING BRIDGE JOINT. CONSTRUCT RR -10 FOOTING PER KING COUNTY METRO PASSENGER FACILITIES STANDARD DETAILS SHEET D-101. INCLUDE GROUNDING FOR SOLAR LIGHTING PER DETAIL SHEET D-111. CONTACT PAUL MILLER WITH METRO'S CONSTRUCTION MANAGEMENT AND INSPECTION OFFICE AT TELEPHONE #206-263-1370, 48 HOURS PRIOR TO POURING CONCRETE FOR SHELTER FOOTINGS. HIS EMAIL ADDRESS IS PAUL. MI LLER@KINGCOUNTY.GOV. 18 KING COUNTY METRO WILL INSTALL RAPIDRIDE RR -126 SHELTER, 4' BENCH, AND LITTER RECEPTACLE UPON COMPLETION OF FOOTING AND ADJACENT CEMENT CONCRETE SIDEWALK. CONSTRUCT HOT MIX ASPHALT EXTRUDED CURB TYPE 5 PER WSDOT STD. PLAN F-10.42-00. 20 ADJUST EXISTING CATHODIC PROTECTION MH. 1. CRX REFERS TO CURB RETURN DATA ON SHEET CRI. 2. SEE PLANTING PLAN FOR LANDSCAPING IN THE PLANTER STRIP, TRAFFIC ISLANDS AND BEHIND SIDEWALK. 3. SEE DWP SHEETS FOR DRIVEWAY DETAILS AND PROFILES. 1wel:121" PAVING LIMIT~ PLANING BITIMINOUS PAVEMENT, 2" OR TO BASE (WHICHEVER IS LESS), OVERLAY WITH 2" HMA CL 1/2" PG 64-22 4" HMA CL 1/2" PG 64-22 OVER 4- CSTC 3 HMA CL 3/8" PG 64-22 OVER 4" CSTC SIDEWALK + + LANDSCAPE, SEE PLANTING PLAN FILL— FILL LINE CUT— CUT LINE SCALE 20 0 20 40 FEET SURVEYED: SCALE: DATE: VERTWAL- NAVD 198 1 "-20' HORIZONTAL: NAD 19838(1991) CITY OF CITY OF RENTON DESIGNED:•F M. MACIAS LOGAN AVENUE NORTH PAIELDBOOK- GE: DRAWN: J. BEAN I ONE INCH! DATUM RENTON N AIRPORT WAY TO N 6TH STREET DRAWING NO: CHECKED: AT FULL SCALE PlanninBuildinPubli(,,,. Works Det g/g/p. J. THOMSEN IF NOT ONE INCH PP2 BY DATE APPR APPROVED: SCALE ACCORDINGLY ROADWAY PLAN AND PROFILE SHEET- OF: P. DE BOLDT 15 96 PVI STA: 16+54.02 LO (.0 K: 72.16 04 + (0 I—VC: 100.00 4-00 40 U) W0 CA 1 40 4100 EX 2. 027, U +4 U) N 0 (0 Ile) clq 0(0 U) u + vi .2.05% CD m PROPOSED 0 w 0 CENTERLINE > > PROFILE 8 0.67% V:EXISTING 30 CENTERLI qE PROFII-E 30 LINE 38-66 38,14 37,63 3712 3660 36,09 3558 3506 3458 3418 3387 3365 3348 33.31 33.15 LINE 3775 X X X X X 3302 3276 X 14+00 * SEE SHEET CR1 FOR FLOW LINE ELEVATIONS. CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER NO. ff, 1*11 W 11 C REVISION 17+00 C ONFORMED PLAN APPROVED: /4c–I OF REN-rON EATEf. FEDERAL AID NO. STPUL-1131(002 CONSTRUCTION NOTES_ CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101. O CONSTRUCT CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD. PLAN 102. O3 CONSTRUCT CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE C213 PER CITY OF RENTON STD. PLAN 104.4. O4 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD. PLAN 101. OCONSTRUCT PEDESTRIAN REFUGE ISLAND B PER DETAIL ON SHEET MD3. O6 CONSTRUCT ROADWAY MEDIAN PER DETAIL ON MD SHEETS. O7 CONSTRUCT CURB RAMP TYPE A PER DETAIL ON MD SHEETS. O8 CONSTRUCT CURB RAMP TYPE B PER DETAIL ON MD SHEETS. O9 CONSTRUCT CURB RAMP TYPE C PER DETAIL ON MD SHEETS. PROTECT EXISTING LUMINAIRE, JUNCTION BOX AND ASSOCIATED CONDUIT. MAINTAIN POWER DURING CONSTRUCTION. 11 PROTECT EXISTING CURB. 12 ADJUST EXISTING MH, CB. 13 ADJUST EXISTING FIRE HYDRANT. 14 PROTECT EXISTING GUY WIRE ANCHOR. 15 PROTECT EXISTING MH, CB. 16 PROTECT EXISTING BRIDGE JOINT. CONSTRUCT RR -10 FOOTING PER KING COUNTY METRO PASSENGER FACILITIES STANDARD DETAILS SHEET D-101. INCLUDE GROUNDING FOR SOLAR LIGHTING PER DETAIL SHEET D-111. CONTACT PAUL MILLER WITH METRO'S CONSTRUCTION MANAGEMENT AND INSPECTION OFFICE AT TELEPHONE #206-263-1370, 48 HOURS PRIOR TO POURING CONCRETE FOR SHELTER FOOTINGS. HIS EMAIL ADDRESS IS PAUL. MI LLER@KINGCOUNTY.GOV. 18 KING COUNTY METRO WILL INSTALL RAPIDRIDE RR -126 SHELTER, 4' BENCH, AND LITTER RECEPTACLE UPON COMPLETION OF FOOTING AND ADJACENT CEMENT CONCRETE SIDEWALK. CONSTRUCT HOT MIX ASPHALT EXTRUDED CURB TYPE 5 PER WSDOT STD. PLAN F-10.42-00. 20 ADJUST EXISTING CATHODIC PROTECTION MH. 1. CRX REFERS TO CURB RETURN DATA ON SHEET CRI. 2. SEE PLANTING PLAN FOR LANDSCAPING IN THE PLANTER STRIP, TRAFFIC ISLANDS AND BEHIND SIDEWALK. 3. SEE DWP SHEETS FOR DRIVEWAY DETAILS AND PROFILES. 1wel:121" PAVING LIMIT~ PLANING BITIMINOUS PAVEMENT, 2" OR TO BASE (WHICHEVER IS LESS), OVERLAY WITH 2" HMA CL 1/2" PG 64-22 4" HMA CL 1/2" PG 64-22 OVER 4- CSTC 3 HMA CL 3/8" PG 64-22 OVER 4" CSTC SIDEWALK + + LANDSCAPE, SEE PLANTING PLAN FILL— FILL LINE CUT— CUT LINE SCALE 20 0 20 40 FEET SURVEYED: SCALE: DATE: VERTWAL- NAVD 198 1 "-20' HORIZONTAL: NAD 19838(1991) CITY OF CITY OF RENTON DESIGNED:•F M. MACIAS LOGAN AVENUE NORTH PAIELDBOOK- GE: DRAWN: J. BEAN I ONE INCH! DATUM RENTON N AIRPORT WAY TO N 6TH STREET DRAWING NO: CHECKED: AT FULL SCALE PlanninBuildinPubli(,,,. Works Det g/g/p. J. THOMSEN IF NOT ONE INCH PP2 BY DATE APPR APPROVED: SCALE ACCORDINGLY ROADWAY PLAN AND PROFILE SHEET- OF: P. DE BOLDT 15 96 w Q z U W n `/ w z w Q z 0 J END CURB & GUTTER MATCH EXISTING CENTER RT FLOW Qrr-'lnl (`I IRR ft.- f_II-rrrp X o k Q q00A- k V A- G � P 411 NE Y4 SEC . . , • . A , •' A • 18, T 23 N, R 5 E, W.M. CONTRACTOR TO EXERCISE CARE WHEN WORKING IN THE VICINITY OF WATER LINE TO PREVENT ANY DAMAGES. IF DAMAGED, ALL ASSOCIATED COSTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 991 * SEE SHEET CR1 FOR FLOW LINE ELEVATIONS. CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER 19+00 PLgERTO w ti 5�01 50475 �ISTE��G�� ANAL E� 20+00 21+00 SURVEYED: SCALE- VERTICAL: NAVD 1988 DESIGNED: 1 "=20' HORIZONTAL- NAD 1983(1991) M. MACIAS DRAWN: J. BEAN ONE INCH DATUM CHECKED: AT FULL SCALE J. THOMSEN IF NOT ONE INCH APPROVED: NO. REVISION BY DATE APPR P. DE BOLDT SCALE ACCORDINGLY 6RCITY OF RENTON Planning/Building/Public. Works Dept. 22+00 FEDERAL AID NO. STPUL-1 131(002 CONSTRUCTION NOTES Oj CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CIN OF RENTON STD PLAN 101. O CONSTRUCT CEMENT CONCRETE SIDEWALK PER CIN OF RENTON STD. PIAN 102. O3 CONSTRUCT CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE C213 PER CITY OF RENTON STD. PLAN 104.4. O4 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD. PLAN 101. OCONSTRUCT PEDESTRIAN REFUGE ISLAND B PER DETAIL ON SHEET MD3. O6 CONSTRUCT ROADWAY MEDIAN PER DETAIL ON MD SHEETS. O7 CONSTRUCT CURB RAMP TYPE A PER DETAIL ON MD SHEETS. O8 CONSTRUCT CURB RAMP TYPE B PER DETAIL ON MD SHEETS. O9 CONSTRUCT CURB RAMP TYPE C PER DETAIL ON MD SHEETS. 10 PROTECT EXISTING LUMINAIRE, JUNCTION BOX AND ASSOCIATED CONDUIT. MAINTAIN POWER DURING CONSTRUCTION. 11 PROTECT EXISTING CURB. 12 ADJUST EXISTING MH, CB. 13 ADJUST EXISTING FIRE HYDRANT. 14 PROTECT EXISTING GUY WIRE ANCHOR. 75 PROTECT EXISTING MH, CB. 16 PROTECT EXISTING BRIDGE JOINT. CONSTRUCT RR -10 FOOTING PER KING COUNTY METRO PASSENGER FACILITIES STANDARD DETAILS SHEET D-101. INCLUDE GROUNDING FOR SOLAR LIGHTING PER DETAIL SHEET D-111. CONTACT PAUL MILLER WITH METRO'S CONSTRUCTION MANAGEMENT AND INSPECTION OFFICE AT TELEPHONE #206-263-1370, 48 HOURS PRIOR TO POURING CONCRETE FOR SHELTER FOOTINGS. HIS EMAIL ADDRESS IS PAUL.MILLEROKING000NTY.GOV. 1$ KING COUNTY METRO WILL INSTALL RAPIDRIDE RR -126 SHELTER, 4' BENCH, AND LITTER RECEPTACLE UPON COMPLETION OF FOOTING AND ADJACENT CEMENT CONCRETE SIDEWALK. �g CONSTRUCT HOT MIX ASPHALT EXTRUDED CURB TYPE 5 PER WSDOT STD. PLAN F-10.42-00. 20 ADJUST EXISTING CATHODIC PROTECTION MH. l ___ i � l 8 1. CRX REFERS TO CURB RETURN DATA ON SHEET CRI. 2. SEE PLANTING PLAN FOR LANDSCAPING IN THE PLANTER STRIP, TRAFFIC ISLANDS AND BEHIND SIDEWALK. 3. SEE DWP SHEETS FOR DRIVEWAY DETAILS AND PROFILES. LEGEND PAVING LIMITS PLANING BITIMINOUS PAVEMENT, 2" OR TO BASE (WHICHEVER IS LESS), OVERLAY WITH 2" HMA CL 1/2- PG 64-22 4" HMA CL 1/2" PG 64-22 OVER 4" CSTC 3" HMA CL 3/8" PG 64-22 OVER 4" CSTC :. SIDEWALK + + + LANDSCAPE, SEE PLANTING PLAN FILL FILL LINE CUT CUT LINE SCALE 20 0 20 40 FEET CITY OF RENTON LOGAN AVENUE NORTH N AIRPORT WAY TO N 6TH STREET DATE: FIELDBOOK: PAGE: DRAWING NO: PP3 SHEET- OF - 16 F16 96 40 40 PROPOSED PROFILE CENTERLINE 30 0.67% — ---- ---- --- 0.28% ---�„' 0.15% 30 — — --- ---- EXISTING PROFILE ----- CENTERLINE — LINE LINE 33.15 3298 * 32.81 3274 3267 3237 3260 3224 3253 3212 3246 31,99 3239 31,87 3232 31 3224 74 31 3217 62 31.50 3210 31.37 3203 31 31 25 31 99 31 37 31,50 96 31 31 92 31.88 62 31.74 * SEE SHEET CR1 FOR FLOW LINE ELEVATIONS. CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER 19+00 PLgERTO w ti 5�01 50475 �ISTE��G�� ANAL E� 20+00 21+00 SURVEYED: SCALE- VERTICAL: NAVD 1988 DESIGNED: 1 "=20' HORIZONTAL- NAD 1983(1991) M. MACIAS DRAWN: J. BEAN ONE INCH DATUM CHECKED: AT FULL SCALE J. THOMSEN IF NOT ONE INCH APPROVED: NO. REVISION BY DATE APPR P. DE BOLDT SCALE ACCORDINGLY 6RCITY OF RENTON Planning/Building/Public. Works Dept. 22+00 FEDERAL AID NO. STPUL-1 131(002 CONSTRUCTION NOTES Oj CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CIN OF RENTON STD PLAN 101. O CONSTRUCT CEMENT CONCRETE SIDEWALK PER CIN OF RENTON STD. PIAN 102. O3 CONSTRUCT CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE C213 PER CITY OF RENTON STD. PLAN 104.4. O4 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD. PLAN 101. OCONSTRUCT PEDESTRIAN REFUGE ISLAND B PER DETAIL ON SHEET MD3. O6 CONSTRUCT ROADWAY MEDIAN PER DETAIL ON MD SHEETS. O7 CONSTRUCT CURB RAMP TYPE A PER DETAIL ON MD SHEETS. O8 CONSTRUCT CURB RAMP TYPE B PER DETAIL ON MD SHEETS. O9 CONSTRUCT CURB RAMP TYPE C PER DETAIL ON MD SHEETS. 10 PROTECT EXISTING LUMINAIRE, JUNCTION BOX AND ASSOCIATED CONDUIT. MAINTAIN POWER DURING CONSTRUCTION. 11 PROTECT EXISTING CURB. 12 ADJUST EXISTING MH, CB. 13 ADJUST EXISTING FIRE HYDRANT. 14 PROTECT EXISTING GUY WIRE ANCHOR. 75 PROTECT EXISTING MH, CB. 16 PROTECT EXISTING BRIDGE JOINT. CONSTRUCT RR -10 FOOTING PER KING COUNTY METRO PASSENGER FACILITIES STANDARD DETAILS SHEET D-101. INCLUDE GROUNDING FOR SOLAR LIGHTING PER DETAIL SHEET D-111. CONTACT PAUL MILLER WITH METRO'S CONSTRUCTION MANAGEMENT AND INSPECTION OFFICE AT TELEPHONE #206-263-1370, 48 HOURS PRIOR TO POURING CONCRETE FOR SHELTER FOOTINGS. HIS EMAIL ADDRESS IS PAUL.MILLEROKING000NTY.GOV. 1$ KING COUNTY METRO WILL INSTALL RAPIDRIDE RR -126 SHELTER, 4' BENCH, AND LITTER RECEPTACLE UPON COMPLETION OF FOOTING AND ADJACENT CEMENT CONCRETE SIDEWALK. �g CONSTRUCT HOT MIX ASPHALT EXTRUDED CURB TYPE 5 PER WSDOT STD. PLAN F-10.42-00. 20 ADJUST EXISTING CATHODIC PROTECTION MH. l ___ i � l 8 1. CRX REFERS TO CURB RETURN DATA ON SHEET CRI. 2. SEE PLANTING PLAN FOR LANDSCAPING IN THE PLANTER STRIP, TRAFFIC ISLANDS AND BEHIND SIDEWALK. 3. SEE DWP SHEETS FOR DRIVEWAY DETAILS AND PROFILES. LEGEND PAVING LIMITS PLANING BITIMINOUS PAVEMENT, 2" OR TO BASE (WHICHEVER IS LESS), OVERLAY WITH 2" HMA CL 1/2- PG 64-22 4" HMA CL 1/2" PG 64-22 OVER 4" CSTC 3" HMA CL 3/8" PG 64-22 OVER 4" CSTC :. SIDEWALK + + + LANDSCAPE, SEE PLANTING PLAN FILL FILL LINE CUT CUT LINE SCALE 20 0 20 40 FEET CITY OF RENTON LOGAN AVENUE NORTH N AIRPORT WAY TO N 6TH STREET DATE: FIELDBOOK: PAGE: DRAWING NO: PP3 SHEET- OF - 16 F16 96 Ld z L,J NE Y4 SEC 18, T 23 N, R 5 E, W.M. P -j z w o Z) o z + W N Q N Z Q Q � � O J W z J CENTER RT FLOI (70.82' RT) ELEV=31.97' STA 23+35.37 (79.73' RT) END SIDEWALK, CURB & GUTTER MATCH EXISTING 09] SE Y4 SEC 7, T 23 N, R 5 Ev W.M. ELEV=31.95' CONTRACTOR TO EXERCISE CARE WHEN WORKING IN THE VICINITY OF WATER LINE TO PREVENT ANY DAMAGES. IF DAMAGED, ALL ASSOCIATED COSTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 84 0 D W W (54.0' RT) END 4" HMA MATCH EXISTING 22+00 23+00 * SEE SHEET CR1 FOR FLOW LINE ELEVATIONS. CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER CONFORMED PLAN SURVEYED: DESIGNED: M. MACIAS DRAWN: J. BEAN CHECKED: J. THOMSEN NO. REVISION BY DATE AP P R APPROVED: P. DE BOLDT 61721 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL- NAVD 1988 HORIZONTAL: NAD 1983(1991) DATUM 26+00 PM M i; > CITY OF RENTON Planning/Building/Publi(" Works Dept. FEDERAL AID NO. STPUL-1 131(002 CONSTRUCTION NOTES Oj CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CIN OF RENTON STD PLAN 101. O CONSTRUCT CEMENT CONCRETE SIDEWALK PER CIN OF RENTON STD. PLAN 102. O3 CONSTRUCT CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE C213 PER CIN OF RENTON STD. PLAN 104.4. O4 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB PER CIN OF RENTON STD. PLAN 101. OCONSTRUCT PEDESTRIAN REFUGE ISLAND B PER DETAIL ON SHEET MD3. O6 CONSTRUCT ROADWAY MEDIAN PER DETAIL ON MD SHEETS. O7 CONSTRUCT CURB RAMP TYPE A PER DETAIL ON MD SHEETS. O8 CONSTRUCT CURB RAMP TYPE B PER DETAIL ON MD SHEETS. O9 CONSTRUCT CURB RAMP TYPE C PER DETAIL ON MD SHEETS. 10 PROTECT EXISTING LUMINAIRE, JUNCTION BOX AND ASSOCIATED CONDUIT. MAINTAIN POWER DURING CONSTRUCTION. 11 PROTECT EXISTING CURB. 12 ADJUST EXISTING MH, CB. 13 ADJUST EXISTING FIRE HYDRANT. 14 PROTECT EXISTING GUY WIRE ANCHOR. 15 PROTECT EXISTING MH, CB. 16 PROTECT EXISTING BRIDGE JOINT. OCONSTRUCT RR -10 FOOTING PER KING COUNTY METRO PASSENGER FACILITIES STANDARD DETAILS SHEET D-101. INCLUDE GROUNDING FOR SOLAR LIGHTING PER DETAIL SHEET D-111. CONTACT PAUL MILLER WITH METRO'S CONSTRUCTION MANAGEMENT AND INSPECTION OFFICE AT TELEPHONE #206-263-1370, 48 HOURS PRIOR TO POURING CONCRETE FOR SHELTER FOOTINGS. HIS EMAIL ADDRESS IS PAUL.MILLER@KING000NTY.GOV. 1$ KING COUNTY METRO WILL INSTALL RAPIDRIDE RR -126 SHELTER, 4' BENCH, AND LITTER RECEPTACLE UPON COMPLETION OF FOOTING AND ADJACENT CEMENT CONCRETE SIDEWALK. �g CONSTRUCT HOT MIX ASPHALT EXTRUDED CURB TYPE 5 PER WSDOT STD. PLAN F-10.42-00. ZO ADJUST EXISTING CATHODIC PROTECTION MH. � IIA OHIO `, 1. CRX REFERS TO CURB RETURN DATA ON SHEET CRI. 2. SEE PLANTING PLAN FOR LANDSCAPING IN THE PLANTER STRIP, TRAFFIC ISLANDS AND BEHIND SIDEWALK. 3. SEE DWP SHEETS FOR DRIVEWAY DETAILS AND PROFILES. LEGEND 7TliiT PAVING LIMITS PLANING BITIMINOUS PAVEMENT, 2" OR TO BASE (WHICHEVER IS LESS), OVERLAY WITH 2" HMA CL 1/2- PG 64-22 4" HMA CL 1/2" PG 64-22 OVER 4" CSTC 3" HMA CL 3/8" PG 64-22 OVER 4" CSTC :. SIDEWALK + + + LANDSCAPE, SEE PLANTING PLAN FILL FILL LINE CUT CUT LINE ow SCALE 20 0 20 40 FEET DATE: CITY OF RENTON LOGAN AVENUE NORTH FIELDBOOK: N AIRPORT WAY TO N 6TH STREET PAGE: DRAWING NO: PP4 ROADWAY PLAN AND PROFILE SHEET: OF: 17 96 40 40 PROPOSED CENTERLINE PROFILE 0.15% --► 0.15% 0.29% 30 EXISTIN CENTERLINE 30 PROFILE LINE 31.88 31.84 31 85 31 77 31.81 3185 31 89 3192 3185 31 78 3171 31 63 31 56 31 49 31-42 31 35 31-27 31.20 LINE 31.74 31 62 31 50 31 37 31 25 31 13 31 29 31 42 31 54 31 67 31 80 31 92 31.92 22+00 23+00 * SEE SHEET CR1 FOR FLOW LINE ELEVATIONS. CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER CONFORMED PLAN SURVEYED: DESIGNED: M. MACIAS DRAWN: J. BEAN CHECKED: J. THOMSEN NO. REVISION BY DATE AP P R APPROVED: P. DE BOLDT 61721 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL- NAVD 1988 HORIZONTAL: NAD 1983(1991) DATUM 26+00 PM M i; > CITY OF RENTON Planning/Building/Publi(" Works Dept. FEDERAL AID NO. STPUL-1 131(002 CONSTRUCTION NOTES Oj CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CIN OF RENTON STD PLAN 101. O CONSTRUCT CEMENT CONCRETE SIDEWALK PER CIN OF RENTON STD. PLAN 102. O3 CONSTRUCT CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE C213 PER CIN OF RENTON STD. PLAN 104.4. O4 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB PER CIN OF RENTON STD. PLAN 101. OCONSTRUCT PEDESTRIAN REFUGE ISLAND B PER DETAIL ON SHEET MD3. O6 CONSTRUCT ROADWAY MEDIAN PER DETAIL ON MD SHEETS. O7 CONSTRUCT CURB RAMP TYPE A PER DETAIL ON MD SHEETS. O8 CONSTRUCT CURB RAMP TYPE B PER DETAIL ON MD SHEETS. O9 CONSTRUCT CURB RAMP TYPE C PER DETAIL ON MD SHEETS. 10 PROTECT EXISTING LUMINAIRE, JUNCTION BOX AND ASSOCIATED CONDUIT. MAINTAIN POWER DURING CONSTRUCTION. 11 PROTECT EXISTING CURB. 12 ADJUST EXISTING MH, CB. 13 ADJUST EXISTING FIRE HYDRANT. 14 PROTECT EXISTING GUY WIRE ANCHOR. 15 PROTECT EXISTING MH, CB. 16 PROTECT EXISTING BRIDGE JOINT. OCONSTRUCT RR -10 FOOTING PER KING COUNTY METRO PASSENGER FACILITIES STANDARD DETAILS SHEET D-101. INCLUDE GROUNDING FOR SOLAR LIGHTING PER DETAIL SHEET D-111. CONTACT PAUL MILLER WITH METRO'S CONSTRUCTION MANAGEMENT AND INSPECTION OFFICE AT TELEPHONE #206-263-1370, 48 HOURS PRIOR TO POURING CONCRETE FOR SHELTER FOOTINGS. HIS EMAIL ADDRESS IS PAUL.MILLER@KING000NTY.GOV. 1$ KING COUNTY METRO WILL INSTALL RAPIDRIDE RR -126 SHELTER, 4' BENCH, AND LITTER RECEPTACLE UPON COMPLETION OF FOOTING AND ADJACENT CEMENT CONCRETE SIDEWALK. �g CONSTRUCT HOT MIX ASPHALT EXTRUDED CURB TYPE 5 PER WSDOT STD. PLAN F-10.42-00. ZO ADJUST EXISTING CATHODIC PROTECTION MH. � IIA OHIO `, 1. CRX REFERS TO CURB RETURN DATA ON SHEET CRI. 2. SEE PLANTING PLAN FOR LANDSCAPING IN THE PLANTER STRIP, TRAFFIC ISLANDS AND BEHIND SIDEWALK. 3. SEE DWP SHEETS FOR DRIVEWAY DETAILS AND PROFILES. LEGEND 7TliiT PAVING LIMITS PLANING BITIMINOUS PAVEMENT, 2" OR TO BASE (WHICHEVER IS LESS), OVERLAY WITH 2" HMA CL 1/2- PG 64-22 4" HMA CL 1/2" PG 64-22 OVER 4" CSTC 3" HMA CL 3/8" PG 64-22 OVER 4" CSTC :. SIDEWALK + + + LANDSCAPE, SEE PLANTING PLAN FILL FILL LINE CUT CUT LINE ow SCALE 20 0 20 40 FEET DATE: CITY OF RENTON LOGAN AVENUE NORTH FIELDBOOK: N AIRPORT WAY TO N 6TH STREET PAGE: DRAWING NO: PP4 ROADWAY PLAN AND PROFILE SHEET: OF: 17 96 w Q z W D 0 0 T z T T Q 0 0 J CENTEF RT FLOV1 BEGIN CURB BEGIN 4" HMA MATCH EXISTING .9 n SE Y4 SEC 7, T 23 N, R 5 E, W.M. BEGIN 4" HMA MATCH EXISTING END 4" HMA MATCH EXISTING OLDER BOEING HIGH PRESSURE WATER LINE: CONTRACTOR TO EXERCISE CARE WHEN WORKING IN THE VICINITY OF WATER LINE TO PREVENT ANY DAMAGES. IF DAMAGED, ALL ASSOCIATED COSTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. (50.5' RT, 62.25' RT) 4" H MA D --I m 27+00 * SEE SHEET CR1 FOR FLOW LINE ELEVATIONS. CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER 90 •. . 1 • a11 CONSTRUCTION NOTES OCONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101. OCONSTRUCT CEMENT CONCRETE SIDEWALK PER CIN OF RENTON STD. PLAN 102. O3 CONSTRUCT CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE C26 PER CIN OF RENTON STD. PLAN 104.4. O4 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD. PLAN 101. OCONSTRUCT PEDESTRIAN REFUGE ISLAND B PER DETAIL ON SHEET MD3. O6 CONSTRUCT ROADWAY MEDIAN PER DETAIL ON MD SHEETS. O7 CONSTRUCT CURB RAMP TYPE A PER DETAIL ON MD SHEETS. O8 CONSTRUCT CURB RAMP TYPE B PER DETAIL ON MD SHEETS. O9 CONSTRUCT CURB RAMP TYPE C PER DETAIL ON MD SHEETS. �p PROTECT EXISTING LUMINAIRE, JUNCTION BOX AND ASSOCIATED CONDUIT. MAINTAIN POWER DURING CONSTRUCTION. 11 PROTECT EXISTING CURB. 12 ADJUST EXISTING MH, CB. 13 ADJUST EXISTING FIRE HYDRANT. 14 PROTECT EXISTING GUY WIRE ANCHOR. 15 PROTECT EXISTING MH, CB. 16 PROTECT EXISTING BRIDGE JOINT. �5CONSTRUCT RR -10 FOOTING PER KING COUNTY METRO PASSENGER FACILITIES STANDARD DETAILS SHEEP D-101. INCLUDE GROUNDING FOR SOLAR LIGHTING PER DETAIL SHEET D-111. CONTACT PAUL MILLER WITH METRO'S CONSTRUCTION MANAGEMENT AND INSPECTION OFFICE AT TELEPHONE #206-263-1370, 48 HOURS PRIOR TO POURING CONCRETE FOR SHELTER FOOTINGS. HIS EMAIL ADDRESS IS PAUL.MII.LER@KING000NTY.GOV. 1$ KING COUNTY METRO WILL INSTALL RAPIDRIDE RR -126 SHELTER, 4' BENCH, AND LITTER RECEPTACLE UPON COMPLETION OF FOOTING AND ADJACENT CEMENT CONCRETE SIDEWALK. �g CONSTRUCT HOT MIX ASPHALT EXTRUDED CURB TYPE 5 PER WSDOT STD. PLAN F-10.42-00. 20 ADJUST EXISTING CATHODIC PROTECTION MH. GENERAL NOTES 1. CRX REFERS TO CURB RETURN DATA ON SHEET CRI. 2. SEE PLANTING PLAN FOR LANDSCAPING IN THE PLANTER STRIP, TRAFFIC ISLANDS AND BEHIND SIDEWALK. 3. SEE DWP SHEETS FOR DRIVEWAY DETAILS AND PROFILES. LEGEND 7TT////// PAVING LIMITS PLANING BITIMINOUS PAVEMENT, 2" OR TO BASE (WHICHEVER IS LESS), OVERLAY WITH 2" HMA CL 1/2" PG 64-22 4" HMA CL 1/2" PG 64-22 OVER 4" CSTC 3" HMA CL 3/8" PG 64-22 OVER 4" CSTC :. SIDEWALK + + + LANDSCAPE, SEE PLANTING PLAN nLLFILL LINE CUT CUT LINE 28+00 29+00 30+00 SCALE APP OVED; 20 0 20 40 FEET CONFORMED PLAN �j3ER Tp CITY OF RENTON DATE O OF W AS y�2 SURVEYED: SCALE: DATE: NAVD 1988ob DESIGNED: 1 "=20' HORIZ' N AU NAD 7983( 991) CITY OF CITY OF RENTON co Y14 M. MACIAS LOGAN AVENUE NORTH PAGE: FlELDBOOK: 06 DRAWN: _ RENTON J. BEAN N AIRPORT WAY TO N 6TH STREET DRAWING NONE O: 50475 ��` CHECKED: FULL S"� DATUM Plannn Buildin Pubii<;: Works Dept. Ff GIVE \�' J. THOMSEN i9� 9/ P PP5 IF NOT ONE INCH L N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY ROADWAY PLAN AND PROFILE P. DE BO�DT SHEET-. 18 OF- 96 40 40 W 0.01% PROPO PROFILE ED CENTERLINE 0.31 EXIST114G PROFILE CENTERLINE 30 — -- -- — — 30 LINE LINE 31.20 31.13 31.92 31 31-13 92 31.91 31,13 31.91 31 32,09 13 31 3216 14 31 32-06 14 31 3202 14 31,14 32.02 31 3205 14 31 32.13 14 31 3204 14 31 31.90 06 30.99 31-80 30.91 31.71 3083 31.63 3075 31 30.67 60 31.41 27+00 * SEE SHEET CR1 FOR FLOW LINE ELEVATIONS. CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER 90 •. . 1 • a11 CONSTRUCTION NOTES OCONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101. OCONSTRUCT CEMENT CONCRETE SIDEWALK PER CIN OF RENTON STD. PLAN 102. O3 CONSTRUCT CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE C26 PER CIN OF RENTON STD. PLAN 104.4. O4 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD. PLAN 101. OCONSTRUCT PEDESTRIAN REFUGE ISLAND B PER DETAIL ON SHEET MD3. O6 CONSTRUCT ROADWAY MEDIAN PER DETAIL ON MD SHEETS. O7 CONSTRUCT CURB RAMP TYPE A PER DETAIL ON MD SHEETS. O8 CONSTRUCT CURB RAMP TYPE B PER DETAIL ON MD SHEETS. O9 CONSTRUCT CURB RAMP TYPE C PER DETAIL ON MD SHEETS. �p PROTECT EXISTING LUMINAIRE, JUNCTION BOX AND ASSOCIATED CONDUIT. MAINTAIN POWER DURING CONSTRUCTION. 11 PROTECT EXISTING CURB. 12 ADJUST EXISTING MH, CB. 13 ADJUST EXISTING FIRE HYDRANT. 14 PROTECT EXISTING GUY WIRE ANCHOR. 15 PROTECT EXISTING MH, CB. 16 PROTECT EXISTING BRIDGE JOINT. �5CONSTRUCT RR -10 FOOTING PER KING COUNTY METRO PASSENGER FACILITIES STANDARD DETAILS SHEEP D-101. INCLUDE GROUNDING FOR SOLAR LIGHTING PER DETAIL SHEET D-111. CONTACT PAUL MILLER WITH METRO'S CONSTRUCTION MANAGEMENT AND INSPECTION OFFICE AT TELEPHONE #206-263-1370, 48 HOURS PRIOR TO POURING CONCRETE FOR SHELTER FOOTINGS. HIS EMAIL ADDRESS IS PAUL.MII.LER@KING000NTY.GOV. 1$ KING COUNTY METRO WILL INSTALL RAPIDRIDE RR -126 SHELTER, 4' BENCH, AND LITTER RECEPTACLE UPON COMPLETION OF FOOTING AND ADJACENT CEMENT CONCRETE SIDEWALK. �g CONSTRUCT HOT MIX ASPHALT EXTRUDED CURB TYPE 5 PER WSDOT STD. PLAN F-10.42-00. 20 ADJUST EXISTING CATHODIC PROTECTION MH. GENERAL NOTES 1. CRX REFERS TO CURB RETURN DATA ON SHEET CRI. 2. SEE PLANTING PLAN FOR LANDSCAPING IN THE PLANTER STRIP, TRAFFIC ISLANDS AND BEHIND SIDEWALK. 3. SEE DWP SHEETS FOR DRIVEWAY DETAILS AND PROFILES. LEGEND 7TT////// PAVING LIMITS PLANING BITIMINOUS PAVEMENT, 2" OR TO BASE (WHICHEVER IS LESS), OVERLAY WITH 2" HMA CL 1/2" PG 64-22 4" HMA CL 1/2" PG 64-22 OVER 4" CSTC 3" HMA CL 3/8" PG 64-22 OVER 4" CSTC :. SIDEWALK + + + LANDSCAPE, SEE PLANTING PLAN nLLFILL LINE CUT CUT LINE 28+00 29+00 30+00 SCALE APP OVED; 20 0 20 40 FEET CONFORMED PLAN �j3ER Tp CITY OF RENTON DATE O OF W AS y�2 SURVEYED: SCALE: DATE: NAVD 1988ob DESIGNED: 1 "=20' HORIZ' N AU NAD 7983( 991) CITY OF CITY OF RENTON co Y14 M. MACIAS LOGAN AVENUE NORTH PAGE: FlELDBOOK: 06 DRAWN: _ RENTON J. BEAN N AIRPORT WAY TO N 6TH STREET DRAWING NONE O: 50475 ��` CHECKED: FULL S"� DATUM Plannn Buildin Pubii<;: Works Dept. Ff GIVE \�' J. THOMSEN i9� 9/ P PP5 IF NOT ONE INCH L N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY ROADWAY PLAN AND PROFILE P. DE BO�DT SHEET-. 18 OF- 96 LLJ z W 0 n 0 Z W Z) z W Q z Q 0 0 J I' 6 L! L SE Y4 SEC 7, T 23 Nq R 5 E, W.M. CONTRACTOR TO EXERCISE CARE WHEN WORKING I" ! IN THE VICINITY OF WATER LINE TO PREVENT ANY END 4" HMA DAMAGES. IF DAMAGED, ALL ASSOCIATED COSTS MATCH EXISTING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 50 PH 31+00 *SEE SHEET CR1 FOR FLOW LINE ELEVATIONS. CALL 2 BUSINESS DAYS BEFORE YOU DIG Perteet 1 800 4 206-436-0515 11-800-615-990 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 Seattle, Washington 98104 32+00 P�.BER TO AOb sy� ~ �Id 50475 Fss�Ocisr E� ��� NAL 7061 REVISION 33+00 34+00 CONFORMED PLAN -__ M. MACIAS J. i •` MSEN ••OaD P. DE BOLDT SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983(1991) DATU M APP/Z 7 //�ROVED: CITY &OFRENTON IfAtE > CITY OF RENTON Planning/Building/Public,: Works Dept. FEDERAL AID NO. STPUL-1 131(002 CONSTRUCTION NOTES O CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CIN OF RENTON STD PLAN 101. OCONSTRUCT CEMENT CONCRETE SIDEWALK PER CIN OF RENTON STD. PLAN 102. O3 CONSTRUCT CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE C26 PER CITY OF RENTON STD. PLAN 104.4. O4 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB PER CIN OF RENTON 40 STD. PLAN 101. OCONSTRUCT PEDESTRIAN REFUGE ISLAND B PER DETAIL ON SHEET MD3. O6 CONSTRUCT ROADWAY MEDIAN PER DETAIL ON MD SHEETS. O7 CONSTRUCT CURB RAMP TYPE A PER DETAIL ON MD SHEETS. O8 CONSTRUCT CURB RAMP TYPE B PER DETAIL ON MD SHEETS. 40 CONSTRUCT CURB RAMP TYPE C PER DETAIL ON MD SHEETS. 10 PROTECT EXISTING LUMINAIRE, JUNCTION BOX AND ASSOCIATED CONDUIT. MAINTAIN POWER DURING CONSTRUCTION. 0 0 00 +0 PRO OSED CENTERL114E It PROFILE EXISTING CENTERLINE �'�' 0.31 PROFILE 072% 30 _ 30.67 3059 _ 30.51 3044 3036 __ 3028 3020 3012 30.04 2996 29.89 2985 2992 0 29% 3000 3007 30.25 3043 30.61 LINE LINE 31.41 31 29 31 17 31 02 3079 3056 30.31 3006 29.81 2956 29.31 2917 2932 2947 29.61 2976 29.91 30.05 31+00 *SEE SHEET CR1 FOR FLOW LINE ELEVATIONS. CALL 2 BUSINESS DAYS BEFORE YOU DIG Perteet 1 800 4 206-436-0515 11-800-615-990 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 Seattle, Washington 98104 32+00 P�.BER TO AOb sy� ~ �Id 50475 Fss�Ocisr E� ��� NAL 7061 REVISION 33+00 34+00 CONFORMED PLAN -__ M. MACIAS J. i •` MSEN ••OaD P. DE BOLDT SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983(1991) DATU M APP/Z 7 //�ROVED: CITY &OFRENTON IfAtE > CITY OF RENTON Planning/Building/Public,: Works Dept. FEDERAL AID NO. STPUL-1 131(002 CONSTRUCTION NOTES O CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CIN OF RENTON STD PLAN 101. OCONSTRUCT CEMENT CONCRETE SIDEWALK PER CIN OF RENTON STD. PLAN 102. O3 CONSTRUCT CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE C26 PER CITY OF RENTON STD. PLAN 104.4. O4 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB PER CIN OF RENTON STD. PLAN 101. OCONSTRUCT PEDESTRIAN REFUGE ISLAND B PER DETAIL ON SHEET MD3. O6 CONSTRUCT ROADWAY MEDIAN PER DETAIL ON MD SHEETS. O7 CONSTRUCT CURB RAMP TYPE A PER DETAIL ON MD SHEETS. O8 CONSTRUCT CURB RAMP TYPE B PER DETAIL ON MD SHEETS. O9 CONSTRUCT CURB RAMP TYPE C PER DETAIL ON MD SHEETS. 10 PROTECT EXISTING LUMINAIRE, JUNCTION BOX AND ASSOCIATED CONDUIT. MAINTAIN POWER DURING CONSTRUCTION. 11 PROTECT EXISTING CURB. 12 ADJUST EXISTING MH, CB. 13 ADJUST EXISTING FIRE HYDRANT. 14 PROTECT EXISTING GUY WIRE ANCHOR. 15 PROTECT EXISTING MH, CB. 16 PROTECT EXISTING BRIDGE JOINT. CONSTRUCT RR -10 FOOTING PER KING COUNTY METRO PASSENGER FACILITIES STANDARD DETAILS SHEET D-101. INCLUDE GROUNDING FOR SOLAR LIGHTING PER DETAIL SHEET D-111. CONTACT PAUL MILLER WITH METRO'S CONSTRUCTION MANAGEMENT AND INSPECTION OFFICE AT TELEPHONE #206-263-1370, 48 HOURS PRIOR TO POURING CONCRETE FOR SHELTER FOOTINGS. HIS EMAIL ADDRESS IS PAUL. MILLER@KING000NTY.GOV. 1$ KING COUNTY METRO WILL INSTALL RAPIDRIDE RR -126 SHELTER, 4' BENCH, AND LITTER RECEPTACLE UPON COMPLETION OF FOOTING AND ADJACENT CEMENT CONCRETE SIDEWALK. �g CONSTRUCT HOT MIX ASPHALT EXTRUDED CURB TYPE 5 PER WSDOT STD. PLAN F-10.42-00. 20 ADJUST EXISTING CATHODIC PROTECTION MH. 1. CRX REFERS TO CURB RETURN DATA ON SHEET CRI. 2. SEE PLANTING PLAN FOR LANDSCAPING IN THE PLANTER STRIP, TRAFFIC ISLANDS AND BEHIND SIDEWALK. 3. SEE DWP SHEETS FOR DRIVEWAY DETAILS AND PROFILES. LEGEND PLANING BITIMINOUS PAVEMENT, 2" OR TO BASE (WHICHEVER IS LESS), OVERLAY WITH 2" HMA CL 1/2- PG 64-22 4" HMA CL 1/2" PG 64-22 OVER 4" CSTC 3" HMA CL 3/8" PG 64-22 OVER 4" CSTC :. SIDEWALK + + + LANDSCAPE, SEE PLANTING PLAN Flu. FILL LINE CUT CUT LINE SCALE • • 20 4• FEET DATE: CITY OF RENTON LOGAN AVENUE NORTH FIELDBOOK: AIRPORT WAY TQ N 6TH STREET PAGE: DRAWING N0: PP6 ROADWAY PLAN AND PROFILE SHEET: OF: 19 96 I Ld z z W C) z 0 W 0 z (Q V 0 J CENTEF RT FLOM W LLi L0 Q V) W z 0 Q CONTRACTOR TO EXERCISE CARE WHEN WORKING IN THE VICINITY OF WATER LINE TO PREVENT ANY DAMAGES. IF DAMAGED, ALL ASSOCIATED COSTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. W EASEMENT SE % SEC 7, T 23 N, R 5 E, W.M. coNC �rALK� ! OVERHANG BP — . BP BP —� � OVE /– R/W PAVINGEND i! WE.. a - Ii !r.�, • !i STA 36+10 w 29.3' 1 RT) ( END SIDEWALK, CURB & GUTTER MATCH EXISTING STA 39+00 W m * SEE SHEET CR1 FOR FLOW LINE ELEVATIONS. CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER m CONFORMED PLAN SURVEYED: SCALE: 1 "=20' DESIGNED: M. MACIAS DRAWN: J. BEAN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 40 BY DATE AP P R APPROVED: P. DE BOLDT 40 0.72% PROPOSED PROFILE UENTERLME (EX) 1.00% ---- ----- EXISTING PROFILE CENTERLINE LINE LINE 30.61 3079 30.05 3028 3097 3050 31 3072 15 31 3095 33 31.51 31 16 * SEE SHEET CR1 FOR FLOW LINE ELEVATIONS. CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER m CONFORMED PLAN VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983(1991) #DATU M 39+00 P • I� ••i j, :; RCITY OF RENTON Planning/Building/Public: Works Dept. FEDERAL AID NO. STPUL-1 131(002) CONSTRUCTION NOTES (D CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CIN OF RENTON STD PLAN 101. OCONSTRUCT CEMENT CONCRETE SIDEWALK PER CIN OF RENTON STD. PLAN 102. O3 CONSTRUCT CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE C26 PER CIN OF RENTON STD. PLAN 104.4. O4 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD. PLAN 101. OCONSTRUCT PEDESTRIAN REFUGE ISLAND B PER DETAIL ON SHEEP MD3. O6 CONSTRUCT ROADWAY MEDIAN PER DETAIL ON MD SHEETS. O7 CONSTRUCT CURB RAMP TYPE A PER DETAIL ON MD SHEETS. O8 CONSTRUCT CURB RAMP TYPE B PER DETAIL ON MD SHEETS. O9 CONSTRUCT CURB RAMP TYPE C PER DETAIL ON MD SHEETS. � p PROTECT EXISTING LUMINAIRE, JUNCTION BOX AND ASSOCIATED CONDUIT. MAINTAIN POWER DURING CONSTRUCTION. 11 PROTECT EXISTING CURB. 12 ADJUST EXISTING MH, CB. 13 ADJUST EXISTING FIRE HYDRANT. 14 PROTECT EXISTING GUY WIRE ANCHOR. 15 PROTECT EXISTING MH, CB. 16 PROTECT EXISTING BRIDGE JOINT. CONSTRUCT RR -10 FOOTING PER KING COUNTY METRO PASSENGER FACILITIES STANDARD DETAILS SHEET D-101. INCLUDE GROUNDING FOR SOLAR LIGHTING PER DERAIL SHEEP D-111. CONTACT PAUL MILLER WITH METRO'S CONSTRUCTION MANAGEMENT AND INSPECTION OFFICE AT TELEPHONE #206-263-1370, 48 HOURS PRIOR TO POURING CONCRETE FOR SHELTER FOOTINGS. HIS EMAIL ADDRESS IS PAUL. MILLER@KING000NIY.GOV. 1$ KING COUNTY METRO WILL INSTALL RAPIDRIDE RR -126 SHELTER, 4' BENCH, AND LITTER RECEPTACLE UPON COMPLETION OF FOOTING AND ADJACENT CEMENT CONCRETE SIDEWALK. �g CONSTRUCT HOT MIX ASPHALT EXTRUDED CURB TYPE 5 PER WSDOT STD. PLAN F-10.42-00. 20 ADJUST EXISTING CATHODIC PROTECTION MH. 1. CRX REFERS TO CURB RETURN DATA ON SHEEP CRI. 2. SEE PLANTING PLAN FOR LANDSCAPING IN THE PLANTER STRIP, TRAFFIC ISLANDS AND BEHIND SIDEWALK. 3. SEE DWP SHEETS FOR DRIVEWAY DETAILS AND PROFILES. LEGEND PAVING LIMITt PLANING BITIMINOUS PAVEMENT, 2" OR TO BASE (WHICHEVER IS LESS), OVERLAY WITH 2" HMA CL 1/2" PG 64-22 4" HMA CL 1/2" PG 64-22 OVER 4" CSTC 3" HMA CL 3/8" PG 64-22 OVER 4" CSTC :. SIDEWALK + + + LANDSCAPE, SEE PLANTING PLAN RLL FILL LINE CUT CUT LINE ANIM SCALE ■ ■ ■ ME 1 ■ ■ • • 20 4• RENTONFEET CITY OF LOGAN AVENUE NORTH N AIRPORT WAY TO N 6TH STREET ■ , , 1 PLAN l 1 , PROFILE ■, FIELDBOOK: PAGE: DRAWING NO: PP7 SHEET: OF: 20 96 SURVEYED: SCALE: 1 "=20' DESIGNED: M. MACIAS DRAWN: J. BEAN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CHECKED: J. THOMSEN BY DATE AP P R APPROVED: P. DE BOLDT VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983(1991) #DATU M 39+00 P • I� ••i j, :; RCITY OF RENTON Planning/Building/Public: Works Dept. FEDERAL AID NO. STPUL-1 131(002) CONSTRUCTION NOTES (D CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CIN OF RENTON STD PLAN 101. OCONSTRUCT CEMENT CONCRETE SIDEWALK PER CIN OF RENTON STD. PLAN 102. O3 CONSTRUCT CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE C26 PER CIN OF RENTON STD. PLAN 104.4. O4 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD. PLAN 101. OCONSTRUCT PEDESTRIAN REFUGE ISLAND B PER DETAIL ON SHEEP MD3. O6 CONSTRUCT ROADWAY MEDIAN PER DETAIL ON MD SHEETS. O7 CONSTRUCT CURB RAMP TYPE A PER DETAIL ON MD SHEETS. O8 CONSTRUCT CURB RAMP TYPE B PER DETAIL ON MD SHEETS. O9 CONSTRUCT CURB RAMP TYPE C PER DETAIL ON MD SHEETS. � p PROTECT EXISTING LUMINAIRE, JUNCTION BOX AND ASSOCIATED CONDUIT. MAINTAIN POWER DURING CONSTRUCTION. 11 PROTECT EXISTING CURB. 12 ADJUST EXISTING MH, CB. 13 ADJUST EXISTING FIRE HYDRANT. 14 PROTECT EXISTING GUY WIRE ANCHOR. 15 PROTECT EXISTING MH, CB. 16 PROTECT EXISTING BRIDGE JOINT. CONSTRUCT RR -10 FOOTING PER KING COUNTY METRO PASSENGER FACILITIES STANDARD DETAILS SHEET D-101. INCLUDE GROUNDING FOR SOLAR LIGHTING PER DERAIL SHEEP D-111. CONTACT PAUL MILLER WITH METRO'S CONSTRUCTION MANAGEMENT AND INSPECTION OFFICE AT TELEPHONE #206-263-1370, 48 HOURS PRIOR TO POURING CONCRETE FOR SHELTER FOOTINGS. HIS EMAIL ADDRESS IS PAUL. MILLER@KING000NIY.GOV. 1$ KING COUNTY METRO WILL INSTALL RAPIDRIDE RR -126 SHELTER, 4' BENCH, AND LITTER RECEPTACLE UPON COMPLETION OF FOOTING AND ADJACENT CEMENT CONCRETE SIDEWALK. �g CONSTRUCT HOT MIX ASPHALT EXTRUDED CURB TYPE 5 PER WSDOT STD. PLAN F-10.42-00. 20 ADJUST EXISTING CATHODIC PROTECTION MH. 1. CRX REFERS TO CURB RETURN DATA ON SHEEP CRI. 2. SEE PLANTING PLAN FOR LANDSCAPING IN THE PLANTER STRIP, TRAFFIC ISLANDS AND BEHIND SIDEWALK. 3. SEE DWP SHEETS FOR DRIVEWAY DETAILS AND PROFILES. LEGEND PAVING LIMITt PLANING BITIMINOUS PAVEMENT, 2" OR TO BASE (WHICHEVER IS LESS), OVERLAY WITH 2" HMA CL 1/2" PG 64-22 4" HMA CL 1/2" PG 64-22 OVER 4" CSTC 3" HMA CL 3/8" PG 64-22 OVER 4" CSTC :. SIDEWALK + + + LANDSCAPE, SEE PLANTING PLAN RLL FILL LINE CUT CUT LINE ANIM SCALE ■ ■ ■ ME 1 ■ ■ • • 20 4• RENTONFEET CITY OF LOGAN AVENUE NORTH N AIRPORT WAY TO N 6TH STREET ■ , , 1 PLAN l 1 , PROFILE ■, FIELDBOOK: PAGE: DRAWING NO: PP7 SHEET: OF: 20 96 W Q z F- C) W O 0 cr_ n I z w D z w z 0 0 1 NE Y4 SEC 18, T 23 Nt R 5 Et W.M. STA 17+39.49 CTA 1 -,1r, n n 7 STA 18+02.32 STA 18+87.48 PC STA 19+24.75 (91.05" LT) 4.45 4 MIA It IWO I RO I &I W_ STA 19+29.70 (93.66' LT) A - R=3' 0. 0) cc PT STA 19+24.67 AP STA 19+37.00 (85.33' LT) (81.0' LT) r- A e�[-L A r-Kl-r STA 19+40.00 (80.0' IT) CONSTRUCTION NOTES O4 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD. PLAN 101. GENERAL NOTES 1. CRX REFERS TO CURB RETURN DATA ON SHEET CR1. 2. SEE PLANTING. PLAN FOR LANDSCAPING IN THE PLANTER STRIP, TRAFFIC ISLANDS AND BEHIND SIDEWALK. 3. SEE DWP SHEETS FOR DRIVEWAY DETAILS AND PROFILES. CONFORMED PLAN ED: Y IF RENTON BERTO A CALL 2 BUSINESS DAYS BEFORE YOU DIG Perteet 1 8 0 0 4 2 4 5%'5 �'15 51 206-436-0515 11-800-615-9900 50475 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 AL I NO. REVISION Seattle, Washington 98104 1 DESIGNED: M. MACIAS CHECKED: J. THOMSEN APPROVED: P. DE BOLDT 111=10, ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY LEGEND ///////// PAVING LIMITS PLANING BITIMINOUS PAVEMENT, 2" OR TO BASE (WHICHEVER IS LESS), OVERLAY WITH 2- HMA CL 1/2" PG 64-22 4" HMA CL 1/2- PG 64-22 OVER 4" CSTC 3 HMA CL 3/8- PG 64-22 OVER 4" CSTC SIDEWALK +1 LANDSCAPE, SEE PLANTING PLAIN FILL— FILL LINE m cur— CUT LINE SCALE Amew%!Fm 0 0=09 10 0 10 20 FEET DATE: VERTICAL-NAVD 1988 HORIZONTAL -NAD 1983(1991) ,` CITY. OF CITY OF RENTON FIELDBOOK: 41 RENTON PAGE: AVENUE NORTH PAGE: N AIRPORT WAY TO N 6TH STREETDRAWING N0: DATUM Planning/Building/Public. Works Dept. P pl 0 ROADWAY PLAN AND PROFILE SHEET: 23 OF: 96 W Q Z F- U U W 3 O CL w z F_ U D 0 cl- GENERAL NOTES. 1. SEE DRAWINGS NO. PP1-PP9 FOR APPROXIMATE CURB RAMP AND FLARE LENGTHS. 2. TO MEET FEDERAL FUNDING REQUIREMENTS A MAXIMUM CROSS -SLOPE OF 2.0% IS ALLOWED ON SIDEWALKS AND RAMPS; AND A MAXIMUM RUNNING SLOPE OF 8.3% FOR RAMPS. TO ENSURE THAT ALL MAXIMUM ALLOWED SLOPES ARE MET, THESE DETAILS SHOW 1.8% FOR MAXIMUM CROSS -SLOPES AND 8.0% FOR MAXIMUM RAMP RUNNING SLOPES. LENGTHS MAY BE ADJUSTED TO ACHIEVE REQUIRED SLOPES AND TO ACCOMMODATE EXISTING SITE CONDITIONS. ALL SLOPES AND LENGTHS MUST BE APPROVED BY THE ENGINEER PRIOR TO POURING CEMENT CONCRETE. 3. MINIMUM RAMP LENGTH FOR TYPE A RAMPS, SHALL BE 6 FEET, WITH A RAMP RUNNING SLOPE NOT TO EXCEED 8.0%. RAMP MAY BE LENGTHENED TO ACHIEVE 8.0% OR LESS SLOPE TO A MAXIMUM LENGTH OF 10 FEET. THE Z LENGTH OF THE RAMP MUST ALLOW FOR A 4 FOOT LANDING BEHIND THE I.1.j RAMP. THE LENGTH AND RUNNING SLOPE OF THE RAMP MUST BE APPROVED 0 BY ENGINEER PRIOR TO POURING CEMENT CONCRETE. Z 4. THE REQUIRED CROSS SLOPE FOR TYPE A RAMPS, TYPE B RAMPS, AND TYPE W C RAMPS AND ALL LANDINGS IS 1.8% MAXIMUM. ALL SLOPES AND LENGTHS MUST BE APPROVED BY THE ENGINEER PRIOR TO POURING CEMENT Q CONCRETE. Z 5. MINIMUM FLARE LENGTH SHALL BE 6 FEET WITH A MAXIMUM SLOPE OF 10.0%. Q FINAL LENGTHS AND SLOPES MUST BE APPROVED BY THE ENGINEER PRIOR TO (r POURING CEMENT CONCRETE. 0 6. MINIMUM RAMP LENGTH FOR TYPE B RAMPS, AND TYPE C RAMPS, SHALL BE -� 6 FEET, WITH A RAMP RUNNING SLOPE NOT TO EXCEED 8.0%. RAMP MAY BE LENGTHENED TO ACHIEVE 8.0% OR LESS SLOPE TO A MAXIMUM LENGTH OF 15 FEET. THE LENGTH AND RUNNING SLOPE OF THE RAMP MUST BE APPROVED BY THE ENGINEER PRIOR TO POURING CEMENT CONCRETE. 7. CURB RAMP, LANDING, AND FLARES SHALL RECEIVE BROOM FINISH. SEE WSDOT STANDARD SPECIFICATIONS 8-14. 8. BACK OF WALK LIMITS VARY FOR EACH CURB RAMP LOCATION, SEE DRAWINGS NO. PP1-PP9. 9. ALL OBJECTS AND OBSTRUCTIONS SHALL BE KEPT OUT OF THE PEDESTRIAN ACCESS ROUTE, JUNCTION BOXES INCLUDED, UNLESS APPROVED BY THE ENGINEER. LEGEND LANDING, SEE GENERAL NOTE 4 3/8" EXPANSION JOINT (TYP) PER CITY OF RENTON STD PLAN 102 CEMENT CONC TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 MEASURED PARALLEL - TO CURB (TYP) SEE GENERAL NOTE 5 BACK OF SIDEWALK, SEE GENERAL NOTE 8 CONSTRUCT CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-01 CEMENT CONC DEPRESSED CURB AND GUTTER PER WSDOT STD PLAN F-10.12-03 RAMP, SEE GENERAL NOTE 3 CURB RAMP TYPE A PLAN DETAIL RAMP LENGTH (FEET) FLARE LENGTH (FEET) SIDEWALK X.X LANDING LENGTH (FEET) STA/OFF ARE TO L��,� RT CENTS OF RAMP LEFT FLARE FLARE RIGHT FLARE -►I LT RT I�-LEFf RAMP RIGHT RAMP�I LT RT <X - X) CURB RAMP DIMENSIONS NTS CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER CURB RAMP PAY LIMITS INCLUDE CURB AND GUTTER NTS LANDING RAMP 4.0' MIN 6.0' MIN SEE GENERAL NOTE 3 GRADE BREAK 1.8% MAX 8.07, MAX 4" (TYP) SECTION A -A NTS CURB RAMP PAY LIMITS INCLUDE CURB AND GUTTER. DOES NOT INCLUDE r -,r r,r-r,Tr%r . ► l nl rr_%r-, GRADE BREAK r- TOP OF ROADWAY CEMENT CONC DEPRESSED CURB AND GUTTER PER WSDOT STD PLAN F-10.12-03 7-0 WAS �1 AL CURB RAMP PAY LIMITS NTS REVISION 4 CEMENT CONC TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 FEDERAL AID NO. STPUL-1 131(002) CONSTRUCT CEMENT CONCRETE PEDESTRIAN CURB PER CSN OF� RENTON STD PLAN 101 LANDING, SEE GENERAL NOTE 4 MAX ♦ i ♦ ♦ • ♦ ♦ i • i ♦ i i ♦ ! i ! ♦ i LEFI" RAMP, SEE GENERAL NOTE 6 CEMENT CONC DEPRESSED CURB AND GUTTER PER WSDOT STD PLAN F-10.12-03 RIGHT RAMP, SEE GENERAL NOTE 6 INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-01 LANDING 5.0' MIN MATCH EX. TRAIL WIDTH 6 I 1.8% MAX 4 RADE BREAK r -TOP OF ROADWAY `- CEMENT CONC DEPRESSED CURB AND GUTTER PER WSDOT STD PLAN F-10.12-03 CONSTRUCT CEMENT CONCRETE PEDESTRIAN CURB PER CITY OF RENTON STD PLAN 101 - SIDEWALK LEFT RAMP SEE PLANS 6.0' MIN SEE GENERAL N07 CONSTRUCT CEMENT MATCH EXISTING CONCRETE PEDESTRIAN CURB PER CITY OF EXISTING ASPHALT-- SPHALT RENTON STD PLAN 101 TRAIL GRADE BREAK JF CONFORMED PLAN i DESIGNED: M. MACIAS CHECKED: J. •MSEN -•. ,M. MACIAS SCALE. NTS .ONE INCH AT FULL scALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL- NAD t 983(, 991) 't DATU M 8.0% MAX VARIES 0" -619 - ... f. • .. CITY OF RENTON Planning/Building/Public; Works Dept. EXISTING ASPHALT TRAIL RIGHT RAMP 6.0' MIN GENERAL NOTE 6 MATCH EXISTING EXISTING ASPHALT TRAIL RADE BREAK 0 . �' •.ra3• st 8.0% MAX 4" (TYP) -1.8% MAX SEE GENERAL NOTE 4 SECTION C -C NTS V w Fx - x] c� 8008°°00800 °o° 8 8 8 8 0000000000,0000 0°°°0°000 000000°° 0000°°000 °0°000000 o°O°O°000 000000000 000 0 0 0° 0 0 0 0 000°00000 000000°00 1 I�-LEFf RAMP RIGHT RAMP�I LT RT <X - X) CURB RAMP DIMENSIONS NTS CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER CURB RAMP PAY LIMITS INCLUDE CURB AND GUTTER NTS LANDING RAMP 4.0' MIN 6.0' MIN SEE GENERAL NOTE 3 GRADE BREAK 1.8% MAX 8.07, MAX 4" (TYP) SECTION A -A NTS CURB RAMP PAY LIMITS INCLUDE CURB AND GUTTER. DOES NOT INCLUDE r -,r r,r-r,Tr%r . ► l nl rr_%r-, GRADE BREAK r- TOP OF ROADWAY CEMENT CONC DEPRESSED CURB AND GUTTER PER WSDOT STD PLAN F-10.12-03 7-0 WAS �1 AL CURB RAMP PAY LIMITS NTS REVISION 4 CEMENT CONC TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 FEDERAL AID NO. STPUL-1 131(002) CONSTRUCT CEMENT CONCRETE PEDESTRIAN CURB PER CSN OF� RENTON STD PLAN 101 LANDING, SEE GENERAL NOTE 4 MAX ♦ i ♦ ♦ • ♦ ♦ i • i ♦ i i ♦ ! i ! ♦ i LEFI" RAMP, SEE GENERAL NOTE 6 CEMENT CONC DEPRESSED CURB AND GUTTER PER WSDOT STD PLAN F-10.12-03 RIGHT RAMP, SEE GENERAL NOTE 6 INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-01 LANDING 5.0' MIN MATCH EX. TRAIL WIDTH 6 I 1.8% MAX 4 RADE BREAK r -TOP OF ROADWAY `- CEMENT CONC DEPRESSED CURB AND GUTTER PER WSDOT STD PLAN F-10.12-03 CONSTRUCT CEMENT CONCRETE PEDESTRIAN CURB PER CITY OF RENTON STD PLAN 101 - SIDEWALK LEFT RAMP SEE PLANS 6.0' MIN SEE GENERAL N07 CONSTRUCT CEMENT MATCH EXISTING CONCRETE PEDESTRIAN CURB PER CITY OF EXISTING ASPHALT-- SPHALT RENTON STD PLAN 101 TRAIL GRADE BREAK JF CONFORMED PLAN i DESIGNED: M. MACIAS CHECKED: J. •MSEN -•. ,M. MACIAS SCALE. NTS .ONE INCH AT FULL scALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL- NAD t 983(, 991) 't DATU M 8.0% MAX VARIES 0" -619 - ... f. • .. CITY OF RENTON Planning/Building/Public; Works Dept. EXISTING ASPHALT TRAIL RIGHT RAMP 6.0' MIN GENERAL NOTE 6 MATCH EXISTING EXISTING ASPHALT TRAIL RADE BREAK 0 . �' •.ra3• st 8.0% MAX 4" (TYP) -1.8% MAX SEE GENERAL NOTE 4 SECTION C -C NTS I Lil z � W z F- D C) z 0 o w W n > Q z Q 0 0 1 RAMP GENERAL NOTES: 1. SEE DRAWINGS NO. PP1-PP9 FOR APPROXIMATE CURB RAMP AND FLARE LENGTHS. 2. TO MEET FEDERAL FUNDING REQUIREMENTS A MAXIMUM CROSS -SLOPE OF 2.0% IS ALLOWED ON SIDEWALKS AND RAMPS; AND A MAXIMUM RUNNING SLOPE OF 8.3% FOR RAMPS. TO ENSURE THAT ALL MAXIMUM ALLOWED SLOPES ARE MET, THESE DETAILS SHOW 1.8% FOR MAXIMUM CROSS -SLOPES AND 8.0% FOR MAXIMUM RAMP RUNNING SLOPES. LENGTHS MAY BE ADJUSTED TO ACHIEVE REQUIRED SLOPES AND TO ACCOMMODATE EXISTING SITE CONDITIONS. ALL SLOPES AND LENGTHS MUST BE APPROVED BY THE ENGINEER PRIOR TO POURING CEMENT CONCRETE. 3. MINIMUM RAMP LENGTH FOR TYPE A RAMPS, SHALL BE 6 FEET, WITH A RAMP RUNNING SLOPE NOT TO EXCEED 8.0%. RAMP MAY BE LENGTHENED TO ACHIEVE 8.0% OR LESS SLOPE TO A MAXIMUM LENGTH OF 10 FEET. THE LENGTH OF THE RAMP MUST ALLOW FOR A 4 FOOT LANDING BEHIND THE RAMP. THE LENGTH AND RUNNING SLOPE OF THE RAMP MUST BE APPROVED BY ENGINEER PRIOR TO POURING CEMENT CONCRETE. 4. THE REQUIRED CROSS SLOPE FOR TYPE A RAMPS, TYPE B RAMPS, AND TYPE C RAMPS AND ALL LANDINGS IS 1.8% MAXIMUM. ALL SLOPES AND LENGTHS MUST BE APPROVED BY THE ENGINEER PRIOR TO POURING CEMENT CONCRETE. 5. MINIMUM FLARE LENGTH SHALL BE 6 FEET WITH A MAXIMUM SLOPE OF 10.0%. FINAL LENGTHS AND SLOPES MUST BE APPROVED BY THE ENGINEER PRIOR TO POURING CEMENT CONCRETE. 6. MINIMUM RAMP LENGTH FOR TYPE B RAMPS, AND TYPE C RAMPS, SHALL BE 6 FEET, WITH A RAMP RUNNING SLOPE NOT TO EXCEED 8.0. RAMP MAY BE LENGTHENED TO ACHIEVE 8.0% OR LESS SLOPE TO A MAXIMUM LENGTH OF 15 FEET. THE LENGTH AND RUNNING SLOPE OF THE RAMP MUST BE APPROVED BY THE ENGINEER PRIOR TO POURING CEMENT CONCRETE. 7. CURB RAMP, LANDING, AND FLARES SHALL RECEIVE BROOM FINISH. SEE WSDOT STANDARD SPECIFICATIONS 8-14. 8. BACK OF WALK LIMITS VARY FOR EACH CURB RAMP LOCATION, SEE DRAWINGS NO. PP1-PP9. 9. ALL OBJECTS AND OBSTRUCTIONS SHALL BE KEPT OUT OF THE PEDESTRIAN ACCESS ROUTE, JUNCTION BOXES INCLUDED, UNLESS APPROVED BY THE ENGINEER. ISLAND A POINT TABLE - N 3RD ST POINT STATION OFFSET RADIUS FLOW LINE ELEVATION 1 17+97.35 36.69 RT 2.5 32.33 2 17+98.55 32.00 RT 32.29 3 18+14.93 30.84 RT 0.75 32.20 4 18+15.73 31.54 RT 5 18+16.09 36.55 RT 2.5 32.30 6 18+15.48 38.58 RT 7 18+10.99 44.47 RT 0.75 32.40 8 18+09.95 44.63 RT 9 18+15.88 49.15 RT 0.75 32.40 10 18+15.76 48.11 RT 11 18+19.35 43.39 RT 1.0 32.30 12 18+20.15 43.00 RT 13 18+28.56 43.00 RT 0'75 32.25 14 18+29.31 47.75 RT 15 18+29.31 58.01 RT 1.5 32.49 16 18+26.73 59.05 RT 32.53 17 18+21.72 31.11 RT 0.75 32.10 18 18+22.41 30.31 RT 19 18+26.83 30.00 RT 2 5 32.04 20 18+29.31 32.50 RT 32.10 21 18+29.31 36.25 RT 0.75 32.15 22 18+28.56 37.00 RT 23 18+23.07 37.00 RT 1.0 32.20 24 18+22.07 36.07 RT PEDESTRIAN ISLAND GENERAL NOTES: 1. ALL PEDESTRIAN ISLAND PATHWAYS ARE 6.0' WIDE UNLESS OTHERWISE NOTED. 2. ALL PEDESTRIAN ISLAND DETECTABLE WARNING SURFACES ARE 2.0' X 6.0' UNLESS OTHERWISE NOTED. 3. PEDESTRIAN SIGNAL AND PUSH BUTTON POLE FOUNDATIONS SHALL BE CONSTRUCTED PER SIGNAL PLANS SHOWN HERE FOR REFERENCE ONLY. 4. SEE SIGNAL PLANS FOR LOCATIONS OF PEDESTRIAN SIGNAL AND PEDESTRIAN PUSHBUTTON POLES. DISTANCE BETWEEN PUSHBUTTON AND EDGE OF PEDESTRIAN ISLAND PATHWAY (FACE OF CURB) SHALL NOT EXCEED 10". FINAL LOCATION SHALL BE APPROVED BY CITY OF RENTON TRANSPORTATION DEPARTMENT REPRESENTATIVE. CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER NE Y4 SEC 18, T 23 Nq R 5 Ej W.M. GRADE BREAK STA 17+87.78 (75.59' RT) ELEV=32.80' RSO � lvAL t BEGIN CURB & GUTTER MATCH EXISTING I gap ]am � ADDENDUM #1 %J Ir. I uTIJaJ �Z_%.7.w LI END CURB & GUTTER MATCH EXISTING L LINE 0 o LOGAN AVE N 18+00 0 � M -LINE LT RT LT RT 6.0.0 6.0 STA 18+49.63 (39.92' RT) INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD. PLAN F-45.10-01 (NP.) � MD3 3 3 18 19 2 7 � 24 27 21I L R=125' M 23 /7 6 12 ELEV=32.80' STA 17+95 (81.67' RT) ELEV=32.90' sheet.ADDENDUM #1 Renumbered REVISION SCALE ■M 1 i • 10 20 FEET 'CONFORMED PLAN MAM 08/12/15 SURVEYED: DESIGNED: M. MACIAS DRAWN: J. BEAN CHECKED: J. THOMSEN BY DATE AP P R 9"mm: MACIas CURB RAMP PAY LIMITS INCLUDE CURB AND AND GUTTER. DOES NOT INCLUDE PEDESTRIAN CURB. CONSTRUCT CEMENT CONCRETE SIDEWALK PER CIN OF RENTON� STD PLAN 102 12' ASPHALT TRAIL E CEMENT CONC TRAFFIC CURB AND MUTTER PER CITY OF RENTON STD PLAN 101 RAMP, SEE GENERAL NOTE 6 SIDEWALK - VARIES SEE; PLANS GRADE BREAK CONSTRUCT CEMENT CONCRETE PEDESTRIAN CURB PER CITY OF RENTON STD PLAN 101 ZOI 1.8% 00000 MAX /-,.* �o� INSTALL DETECTABLE WARNING I SURFACE PER WSDOT STD. PLAN F-45.10-01 (NP.) CEMENT CONC DEPRESSED CURB AND GUTTER PER WSDOT STD PLAN F-10.12-03 -- LANDING VARIES SEE PLANS 6" 1.8%MAX. SEE GENERAL L4 NOTE 4 CONSTRUCT CEMENT CONCRETE PEDESTRIAN CURB PER CITY OF RENTON STD PLAN 101 SECTION D -D N.T.S. RAMP 6.0' MIN SEE GENERAL NOTE 6 RADE BREAK -TOP OF ROADWAY CEMENT CONC DEPRESSED CURB AND GUTTER PER WSDOT STD PLAN F-10.12-03 - LANDING VARIES SEE PLANS 4" (TYP) e•e. EXISTING ASPHALT 8.0% MAX TRAIL VARIES 0"-6" CONSTRUCT CEMENT CONCRETE 1.8% MAX PEDESTRIAN CURB PER CITY SEE GENERAL NOTE 4 OF RENTON STD PLAN 101 CEMENT CONC DEPRESSED CURB AND GUTTER PER WSDOT STD PLAN F-10.12-03 APRROVE • - • .� � � SCALE: VERTICAL: NAVD 1988 NTS HORIZONTAL NAD 1983(1991) ;0 CITY OF RENTON ONE INCH �� DATU M AT FULLSCALE �I Planning/Building/Public,; Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY SECTION E -E N.T.S. CITY OF RENTON LOGAN AVENUE N N AIRPORT WAY TO 6TH STREET MISCELLANEOUS DETAILS GRADE BREAK TOP OF /-ROADWAY DATE: FIELDBOOK: PAGE: SHEET: OF: 26 96 w Q z U w D I 1'a 8 W z INSTALL DETECTABLE WARNING W SURFACE PER WSDOT > STD. PLAN F-45.10-01 (TYP.) E !Q V 0 E 1_ 22 2 ril LOGAN ATFE A PEDESTRIAN REFUGE ISLAND B PLAN DETAIL NE QUADRANT OF LOGAN AVE N 4TH ST SCALE: 1 "=10' 9 L. - ROADWAY MED IAN C PLAN D ETAI L SOUTH LEG OF LOGAN AVE N & N 4TH ST SCALE: 1 "=20' G 1 5 2 ROADWAY MEDIAN D PLAN DETAIL NORTH LEG OF LOGAN AVE N & N 4TH ST SCALE: 1 "=20' CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER P�BER ro OF WAS tic � 'ISTE,�.. � 'AL t��� 1. ALL PEDESTRIAN ISLAND PATHWAYS ARE 6.0' WIDE UNLESS OTHERWISE NOTED. 2. ALL PEDESTRIAN ISLAND DETECTABLE WARNING SURFACES ARE 2.0' X 6.0' UNLESS OTHERWISE NOTED. 3. PEDESTRIAN SIGNAL AND PUSH BUTTON POLE FOUNDATIONS SHALL BE CONSTRUCTED PER SIGNAL PLANS SHOWN HERE FOR REFERENCE ONLY. 4. SEE SIGNAL PLANS FOR LOCATIONS OF PEDESTRIAN SIGNAL AND PEDESTRIAN PUSHBUTTON POLES. DISTANCE BETWEEN PUSHBUTTON AND EDGE OF PEDESTRIAN ISLAND PATHWAY (FACE OF CURB) SHALL NOT EXCEED 10". FINAL LOCATION SHALL BE APPROVED BY CITY OF RENTON TRANSPORTATION DEPARTMENT REPRESENTATIVE. REFUGE ISLAND B POINT TABLE -- N 4TH ST POINT STATION OFFSET RADIUS FLOW LINE ELEVATION 1 23+64.03 33.21' RT 2.5 31.48' 2 23+64.43 30.00' RT 31.42' 3 23+68.00 30.00' RT 0.75 31.40' 4 23+68.74 30.75' RT 5 23+68.74 33.64' RT 1.0' 31.45' 6 23+68.12 34.57' RT 7 23+65.81 35.53' RT 0.75' 31.50' 8 23+64.83 35.13' RT 9 23+67.70 42.06' RT 0.75 31.55' 10 23+68.10 41.08' RT 11 23+70.69 40.00' RT 3.0 31.50' 12 23+73.39 40.21' RT 13 23+78.80 43.47' RT 0.75' 31.45' 14 23+79.06 44.49' RT 15 23+75.95 50.84' RT 2.5' 31.55' 16 23+71.24 50.59' RT 31.60' 17 23+74.74 30.75' RT 0.75' 31.35' 18 23+75.50 30.00' RT 19 23+87.22 30.00' RT 1.5 31.25' 20 23+87.27 32.57' RT 31.30' 21 23+83.17 38.22' RT 0.75 31.35' 22 23+82.19 38.51' RT 23 23+75.38 34.38' RT 1.0 ' 31.40' 24 23+74.74 35.45' RT 3 X23+00 3 ROADWAY MEDIAN C POINT TABLE POINT STATION OFFSET RADIUS 1 21+94.7 1.0' RT 2.0' 2 21+95 5.0' RT 3 22+95 5.0' RT 2.0' 4 22+95.4 1.0' RT 5 22+65 5.0' LT 6 22+32 5.0' LT ROADWAY MEDIAN D POINT TABLE POINT STATION OFFSET RADIUS 1 23+87 5.0' LT 5.0' 2 23+87 5.0' RT 3 24+67 5.0' RT 2.0' 4 24+67.3 4.0' RT 5 24+30 5.0' LT FEDERAL AID NO. STPUL-1 131(002 PEDESTRIAN ISLAND PEDESTRIAN ISLAND P_�... DECORATIVE STAMPED PATHWAY CONCRETE FINISH 6' MIN (WIDTH VARIES) 6" CONTRACTION JOINT PER CITY OF RENTON STD PLAN 102 ca •_ R=1" NTS ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY -r0A['CI!'% ICI AAIn CEMENT CONCRETE TRAFFIC CURB (NON -MOUNTABLE) PER CITY OF RENTON STD PLAN 101. WHITE PAINT SHALL BE APPLIED TO THE EXPOSED TOP AND FACE OF CURB ALONG PERIMETER OF PEDESTRIAN REFUGE ISLAND. SEE RS SHEETS nr►Arnn- ^^K1f'%nr-rE TRAFFIC CURB ITON STD PLAN 101 ROADWAY" MEDIAN TYPICAL SECTION SECTION G -G SCALE: NTS CONFORIaNA"ED PLAN APPROVED: *OFRENITON M�ktlE VERTICAL: NAVD 1988 HORIZONTALNV 1983(1991) CITY OF RENTON DATUM Planning/Building/Publi(I; Works Dept. S SHEETS CITY OF RENTON LOGAN AVENUE N N AIRPORT WAY TO 6TH STREET MISCELLANEOUS DETAILS PAGE: DRAWING N0: WAMIP101 w Q z U W D O ry n W Q Z F- C.) W D O ry CL W Q z C) w D O 0-1n W z W 0 CL 0 z W Z) z W z Q 0 0 _! NE Y4 SEC Ir'—fin nc 18, T 23 Nq R 5 E, W.M. 35 [CTR STRUC=35.46 IE 12" HDPE N=30.80 11E 12" RCP f .111 'IE 127 PVC E=24.02 F mm� ADDENDUM #2 AD -A, CONTRACTOR TO EXERCISE CARE WHEN WORKING IN THE VICINITY OF WATER LINE TO PREVENT ANY DAMAGES. IF DAMAGED, ALL ASSOCIATED COSTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. SCALE: ONE IN AT FULL SCAt E IF NOT ONE INCH SCALE ACCORDINGLY I 7 J J CONFORMED PLAN PPR /ACITY i i (A , VERTICAL NAVD 1988 HORIZONTAL: NAD 1983(1991) DATU M W. CITYOF tREN EON Planning/Building/Public: Works Dept. FEDERAL AID NO. STPUL-1 131(002) CONSTRUCTION NOTES (D CONNECT NEW PAPE TO EXISTING DRAINAGE STRUCTURE. O2 CONNECT EXISTING PIPE TO NEW DRAINAGE STRUCTURE. O PLUG AND ABANDON EXISTING PIPE. LYEN A W Shri O REMOVE EXISTING PIPE. CATCH BASIN TYPE 2 a F ADDED INFO TEXT BOX FOR CB 3636 MAM 08/25/15 SURVEYED: CALL 2 BUSINESS DAYS BEFORE YOU DIG Prteete OF RENTON STD. PLAN 204.10 DESIGNED: AND 204.50. BEND �j M. JAIN 1 800 4 206-436-0515 11-800-615-9900 �, DRAWN: J. BEAN UTILITIES UNDERGROUND LOCATION CENTER �� 505 5th Avenue S, Suite 300 50072 � Fc�SCER��\�� sj��Al E�yG � cHECKEDJ. THOMSEN _ APPROVED: STD. PLAN 204.30 WITH OPEN CURB Seattle, Washington 98104 /Z.6 I�j N0. REVISION BY DATE APPR M. JAIN SCALE: ONE IN AT FULL SCAt E IF NOT ONE INCH SCALE ACCORDINGLY I 7 J J CONFORMED PLAN PPR /ACITY i i (A , VERTICAL NAVD 1988 HORIZONTAL: NAD 1983(1991) DATU M W. CITYOF tREN EON Planning/Building/Public: Works Dept. FEDERAL AID NO. STPUL-1 131(002) CONSTRUCTION NOTES (D CONNECT NEW PAPE TO EXISTING DRAINAGE STRUCTURE. O2 CONNECT EXISTING PIPE TO NEW DRAINAGE STRUCTURE. O PLUG AND ABANDON EXISTING PIPE. REMOVE AS NECESSARY. O REMOVE EXISTING PIPE. CATCH BASIN TYPE 2 OREMOVE EXISTING DRAINAGE STRUCTURE. O6 INSTALL SOLID LOCKING LID PER CIN OF RENTON STD. PLAN 204.10 GATE VALVE AND 204.50. BEND �j INSTALL SLIP -IN STYLE INLINE CHECK VALVE PER SPECIAL PROVISION CONSTRUCTION NOTE 7-20 AT DOWNSTREAM END OF PIPE. FLOW ARROW O RECTANGULAR BI-DIRECTIONAL VANED GRATE PER CIN OF RENTON STD. PLAN 204.30 WITH OPEN CURB FACE FRAME PER CIN OF RENTON STD PLAN 203.00.. GENERAL NOTES 1. ALL STORM SEWER PIPE SHALL BE SCHEDULE A SMOOTH INTERIOR WALL STORM SEWER PIPE, UNLESS OTHERWISE NOTED. 2. ALL CATCH BASINS AND INLETS SHALL HAVE A VANED GRATE PER CITY OF RENTON STD. PLAN 204.20, UNLESS OTHERWISE NOTED. 3. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE. 4. THE CONTRACTOR SHALL POTHOLE ALL UTILITY CROSSINGS PRIOR TO STARTING CONSTRUCTION OF THE PIPE RUN. 5. ELEVATIONS OF PROPOSED WATER LINES ARE APPROXIMATE. CONTRACTOR SHALL INSTALL WATER LINES WITH 1' MINIMUM VERTICAL SEPARATION BETWEEN OTHER UTILITIES. WATER LINE NOTES AFIRE HYDRANT ASSEMBLY PER CITY OF RENTON STD. PLAN 310.1. ACAP AND ABANDON EXISTING WATER MAIN. AVERTICAL CROSS (MJxFL) POLY PIG STATION FOR WATERMAIN CLEANING PER CITY OF RENTON STD PLAN 300.6. A4 REMOVE EXISTING HYDRANT ASSEMBLY AND SALVAGE TO CIN SHOPS. CLOSE AND PLUG VALVE AND REMOVE VALVE BOX. LEGEND REDUCER � CATCH BASIN TYPE 1 4 CATCH BASIN TYPE 2 SD BIOREfENTION FILTRATION UNIT fik FIRE HYDRANT K GATE VALVE I ---C T -i BEND P1, TEE ► CONCRETE BLOCK CD REDUCER 3 CAP 0 PLUG SD STORM DRAIN PIPE W WATER LINE PIPE PIPE REMOVAL 1 WATER LINE NOTE O STRUCTURE CALLOUT OX CONSTRUCTION NOTE �►- FLOW ARROW — — RIGHT—OF—WAY 000 SCALE FEET CITY OF RENTON LOGAN AVENUE N N AIRPORT WAY TO N 6TH STREET DRAINAGE AND WATER PLANS FIELDBOOK: PAGE: DRAWING NO: DR1 SHEET: OF: 31 96 H NE �/a SEC 18, T 23 Nj R 5 Ev W.M. u a T LO W z Z U Q pa W W 0 0 N N Q W z I CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER m REVISION i CONFORMED DESIGNED: J. -__ THOMSEN 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983(1991) Alt�� ATU M CONSTRUCTION NOTES (D CONNECT NEW PIPE TO EXISTING DRAINAGE STRUCTURE. O2 CONNECT EXISTING PIPE TO NEW DRAINAGE STRUCTURE. O3 PLUG AND ABANDON EXISTING PIPE. REMOVE AS NECESSARY. O4 REMOVE EXISTING PIPE. CATCH BASIN TYPE 2 O5 REMOVE EXISTING DRAINAGE STRUCTURE. O6 INSTALL SOLID LOCKING LID PER CIN OF RENTON STD. PLAN 204.10 GATE VALVE AND 204.50. BEND Oj INSTALL SLIP—IN STYLE INLINE CHECK VALVE PER SPECIAL PROVISION CONCRETE BLOCK 7-20 AT DOWNSTREAM END OF PIPE. REDUCER O8 RECTANGULAR BI—DIRECTIONAL VANED GRATE PER CIN OF RENTON STD. PLAN 204.30 WITH OPEN CURB FACE FRAME PER CIN OF RENTON STD PLAN 203.00.. GENERAL NOTES 1. ALL STORM SEWER PIPE SHALL BE SCHEDULE A SMOOTH INTERIOR WALL STORM SEWER PIPE, UNLESS OTHERWISE NOTED. 2. ALL CATCH BASINS AND INLETS SHALL HAVE A VANED GRATE PER CIN OF RENTON STD. PLAN 204.20, UNLESS OTHERWISE NOTED. 3. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE. 4. THE CONTRACTOR SHALL POTHOLE ALL UTILITY CROSSINGS PRIOR TO STARTING CONSTRUCTION OF THE PIPE RUN. 5. ELEVATIONS OF PROPOSED WATER LINES ARE APPROXIMATE. CONTRACTOR SHALL INSTALL WATER LINES WITH 1' MINIMUM VERTICAL SEPARATION BETWEEN OTHER UTILITIES. WATER LINE NOTES �1 FIRE HYDRANT ASSEMBLY PER CIN OF RENTON STD. PLAN 310.1. �2 CAP AND ABANDON EXISTING WATER MAIN. �3 VERTICAL CROSS (MJxFL) POLY PIG STATION FOR WATERMAIN CLEANING PER CIN OF RENTON STD PLAN 300.6. AREMOVE EXISTING HYDRANT ASSEMBLY AND SALVAGE TO CIN SHOPS. CLOSE AND PLUG VALVE AND REMOVE VALVE BOX. LEGEND CAP CATCH BASIN TYPE 1 © CATCH BASIN TYPE 2 KD BIORETENTION FILTRATION UNIT FIRE HYDRANT K GATE VALVE a ---E T__I BEND IT-, TEE ► CONCRETE BLOCK D REDUCER ] CAP PLUG SO STORM DRAIN PIPE W WATER LINE PIPE PIPE REMOVAL �1 WATER LINE NOTE OX STRUCTURE CALLOUT OX CONSTRUCTION NOTE —� FLOW ARROW ------- RIGHT—OF—WAY DaTE: CITY OF CITY OF RENTON LOGAN AVENUE N PAGE: RENTON AIRPORT WAY T STREET O O NTH � S DRAWING N0: Planning/Building/Public;: Works Dept. DR2 DRAINAGE AND WATER PLANS SHEET: OF. 32 96 S U Q 11 m x =W - ASPH TR _W C m 23+00 _ ±42 LF 6" DI - 5) F8 CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER SE Y4 SEC 7, T 23 N, R 5 Ev W.M. CUT IN STA=23+51.02 34.77' LT 12"x 12" TEE (FLxFL) 3-12" GATE VALVES (FLxMJ) 2-12" SLEEVES (MJ) CONCRETE BLOCKING INSTALL PER CITY OF RENTON STD IJNAlI =_)l.UU PLAN 300 4 IE 12" RCP NE=27.30 PIPE CONNECTS TO STORM MANHOLE 4654 BRICK 4655 PVC SW CTR STRUC=30.91 CB 4655 TYPE 2 SOLID LID IE 6" RCP N=27.91IE 18" RCP E-26.49 GRATE=31.15 IE 12" RCP SSW=24.84 IE 12" PVC SW=26.84 IE 12" CMP SW=24.80 WV LID=31.73 IE 12" PVC NNE=24.80 IE 12" RCP NNE=24.61 TOP NUT=29.88 IE 12" PVC SSW=24.64 x x x x x xR W x x x x � g � � FT4 ___-- 12" WATER W ASPH TRAIL P BP BP rp / �� B P m MEN wz§'A-_ic W 12" WATER c 46 SD SD C( 4655 6 24+0o GAN SEAM 450 VERTICAL BEN[ TYPE B BLOCKING CITY OF RENTON S APPROX. IE=22.26 4327 �� T .'�i r . ,4327 TYPE 1 �+ a n- STA=23+63.90 (45.36' 12"x6" TEE (MJxFL) 6" GATE VALVE (FLxMJ) CONCRETE BLOCKING ADDENDUM #2 s SD P p Q 12" Hlq# PRESSURE WATER (BOER STA= 2 3 4�,24�? R ( 7A 0' "DHA RT) 1 36798' ............................. 45". YERTJ CAI, . 13.E.N Q . jlV`/....................................... CB 4167 TYPE 1 BEND 1^'!31 4654 GRATE=31.01 ► N 25+00 IE 6" RCP N=29.27 CITY OF RENTON STD : PLAN 330:3 CAP CB 4149 TYPE 1 ............................................ GRATE=31.51 STORM DRAIN PIPE IE 6" RCP S=29.10 TEE 30 ..................... IE 8" RCP NE=29.10 CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER SE Y4 SEC 7, T 23 N, R 5 Ev W.M. CUT IN STA=23+51.02 34.77' LT 12"x 12" TEE (FLxFL) 3-12" GATE VALVES (FLxMJ) 2-12" SLEEVES (MJ) CONCRETE BLOCKING INSTALL PER CITY OF RENTON STD IJNAlI =_)l.UU PLAN 300 4 IE 12" RCP NE=27.30 PIPE CONNECTS TO STORM MANHOLE 4654 BRICK 4655 PVC SW CTR STRUC=30.91 CB 4655 TYPE 2 SOLID LID IE 6" RCP N=27.91IE 18" RCP E-26.49 GRATE=31.15 IE 12" RCP SSW=24.84 IE 12" PVC SW=26.84 IE 12" CMP SW=24.80 WV LID=31.73 IE 12" PVC NNE=24.80 IE 12" RCP NNE=24.61 TOP NUT=29.88 IE 12" PVC SSW=24.64 x x x x x xR W x x x x � g � � FT4 ___-- 12" WATER W ASPH TRAIL P BP BP rp / �� B P m MEN wz§'A-_ic W 12" WATER c 46 SD SD C( 4655 6 24+0o GAN SEAM 450 VERTICAL BEN[ TYPE B BLOCKING CITY OF RENTON S APPROX. IE=22.26 4327 �� T .'�i r . ,4327 TYPE 1 �+ a n- STA=23+63.90 (45.36' 12"x6" TEE (MJxFL) 6" GATE VALVE (FLxMJ) CONCRETE BLOCKING ADDENDUM #2 s SD CONNECT T0: EXISTING Q VC NNE CO R SSW 4654 12" WATERLINE 3 - FIRE HYDRANT ............................. 45". YERTJ CAI, . 13.E.N Q . jlV`/....................................... ]--C Tj BEND 1^'!31 4654 TYPE B BLOCKING PER ► N 25+00 26+00 _... CITY OF RENTON STD : PLAN 330:3 CAP 30-12 ...................... ............................................ SD STORM DRAIN PIPE o TEE 30 ..................... Q PIPE REMOVAL :12" 11 Y4: WATER LINE NOTE OX STRUCTURE CALLOUT 0 5 20 3 1 FLOW ARROW ------- ..... ................. 2................ ...... 13FO WALE B 0 �0 LL_i P -------------- *A 4402 Z ....................Q...•W....... W WATER (BOEING) N W w 120' HIGH RESSURE 6 4402 R/W 0O= N PER - Q U) TD PLAN 330.3 TD cn W V) � STORM MANHOLE 4403 STORM MANHOLE 4402 CTR STRUC=32.71 IE 18" CMP NE=26.93 CTR 18" STANDPIPE=3206 IE 12" CMP E=27.31 N=27.17 U..� Z. IE 18" RCP NW=26.81 IE 18" CMP IE 18 CMP SW=27.12 ........................ ----• IE 12" RCP SW=26.75 ..z. ...... .z'............... 14 D OLDER BOLING HIGH PRESSURE WATER LINE: 0 Ld CONTRACT R TO EXERCISE CARE WHEN WORKING IN THE VICINITY OF WATER LINE TO PREVENT ANY LYNN � of wAsy'ti 9 R 50072 ����� NAI EE� DAMAGES. IF DAMAGED, ALL ASSOCIATED COSTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 200+00 201+00 CONFORMED PLAN PPR ii'. •F RENTON SCALE: _ NAVD 1988 1 19=201 )_201 HORIZONTAL• NAD 1983( 991) •, CITE OF RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Publi(; Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY � FEDERAL AID NO. STPUL-1 131(002 CONSTRUCTION NOTES O1 CONNECT NEW PIPE TO EXISTING DRAINAGE STRUCTURE. O2 CONNECT EXISTING PIPE TO NEW DRAINAGE STRUCTURE. O3 PLUG AND ABANDON EXISTING PIPE. REMOVE AS NECESSARY. O4 REMOVE EXISTING PIPE. O5 REMOVE EXISTING DRAINAGE STRUCTURE. O6 INSTALL SOLID LOCKING LID PER CIN OF RENTON STD. PLAN 204.10 AND 204.50. OINSTALL SLIP -IN STYLE INLINE CHECK VALVE PER SPECIAL PROVISION 7-20 AT DOWNSTREAM END OF PIPE. O8 RECTANGULAR BI-DIRECTIONAL VANED GRATE PER CIN OF RENTON STD. PLAN 204.30 WITH OPEN CURB FACE FRAME PER CIN OF RENTON STD PLAN 203.00.. GENERAL NOTES 1. ALL STORM SEWER PIPE SHALL BE SCHEDULE A SMOOTH INTERIOR WALL STORM SEWER PIPE, UNLESS OTHERWISE NOTED. 2. ALL CATCH BASINS AND INLETS SHALL HAVE A VANED GRATE PER CIN OF RENTON STD. PLAN 204.20, UNLESS OTHERWISE NOTED. 3. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE. 4. THE CONTRACTOR SHALL POTHOLE ALL UTILITY CROSSINGS PRIOR TO STARTING CONSTRUCTION OF THE PIPE RUN. 5. ELEVATIONS OF PROPOSED WATER LINES ARE APPROXIMATE. CONTRACTOR SHALL INSTALL WATER LINES WITH 1' MINIMUM VERTICAL SEPARATION BETWEEN OTHER UTILITIES. WATER LINE NOTES �t FIRE HYDRANT ASSEMBLY PER CIN OF RENTON STD. PLAN 310.1. �2 CAP AND ABANDON EXISTING WATER MAIN. �3 VERTICAL CROSS (MJxFL) POLY PIG STATION FOR WATERMAIN CLEANING PER CIN OF RENTON STD PLAN 300.6. �4 REMOVE EXISTING HYDRANT ASSEMBLY AND SALVAGE TO CITY SHOPS. CLOSE AND PLUG VALVE AND REMOVE VALVE BOX. LEGEND 0 CONNECT T0: EXISTING Q ; 12" WATERLINE � FIRE HYDRANT ............................. 45". YERTJ CAI, . 13.E.N Q . jlV`/....................................... ]--C Tj BEND PC, TYPE B BLOCKING PER ► CONCRETE BLOCK : CITY OF RENTON STD : PLAN 330:3 CAP 30-12 ...................... ............................................ SD STORM DRAIN PIPE W TEE 30 ..................... PIPE REMOVAL :12" 11 Y4: WATER LINE NOTE OX STRUCTURE CALLOUT ................•••..... : HORIZ BEND (. ........... .............. ......... FLOW ARROW ------- ..... ................. 2................ ...... Z ....................Q...•W....... 2 .............. m� 0W I W/ 0O= PER - ~ U) TD PLAN 330.3 TD 0 W or- w ..........................� ........................ ... ..z. ...... .z'............... 14 D Z 0 Ld a-0 � uj w mw qui_ m�cn ©Cz 3: LYNN � of wAsy'ti 9 R 50072 ����� NAI EE� DAMAGES. IF DAMAGED, ALL ASSOCIATED COSTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 200+00 201+00 CONFORMED PLAN PPR ii'. •F RENTON SCALE: _ NAVD 1988 1 19=201 )_201 HORIZONTAL• NAD 1983( 991) •, CITE OF RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Publi(; Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY � FEDERAL AID NO. STPUL-1 131(002 CONSTRUCTION NOTES O1 CONNECT NEW PIPE TO EXISTING DRAINAGE STRUCTURE. O2 CONNECT EXISTING PIPE TO NEW DRAINAGE STRUCTURE. O3 PLUG AND ABANDON EXISTING PIPE. REMOVE AS NECESSARY. O4 REMOVE EXISTING PIPE. O5 REMOVE EXISTING DRAINAGE STRUCTURE. O6 INSTALL SOLID LOCKING LID PER CIN OF RENTON STD. PLAN 204.10 AND 204.50. OINSTALL SLIP -IN STYLE INLINE CHECK VALVE PER SPECIAL PROVISION 7-20 AT DOWNSTREAM END OF PIPE. O8 RECTANGULAR BI-DIRECTIONAL VANED GRATE PER CIN OF RENTON STD. PLAN 204.30 WITH OPEN CURB FACE FRAME PER CIN OF RENTON STD PLAN 203.00.. GENERAL NOTES 1. ALL STORM SEWER PIPE SHALL BE SCHEDULE A SMOOTH INTERIOR WALL STORM SEWER PIPE, UNLESS OTHERWISE NOTED. 2. ALL CATCH BASINS AND INLETS SHALL HAVE A VANED GRATE PER CIN OF RENTON STD. PLAN 204.20, UNLESS OTHERWISE NOTED. 3. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE. 4. THE CONTRACTOR SHALL POTHOLE ALL UTILITY CROSSINGS PRIOR TO STARTING CONSTRUCTION OF THE PIPE RUN. 5. ELEVATIONS OF PROPOSED WATER LINES ARE APPROXIMATE. CONTRACTOR SHALL INSTALL WATER LINES WITH 1' MINIMUM VERTICAL SEPARATION BETWEEN OTHER UTILITIES. WATER LINE NOTES �t FIRE HYDRANT ASSEMBLY PER CIN OF RENTON STD. PLAN 310.1. �2 CAP AND ABANDON EXISTING WATER MAIN. �3 VERTICAL CROSS (MJxFL) POLY PIG STATION FOR WATERMAIN CLEANING PER CIN OF RENTON STD PLAN 300.6. �4 REMOVE EXISTING HYDRANT ASSEMBLY AND SALVAGE TO CITY SHOPS. CLOSE AND PLUG VALVE AND REMOVE VALVE BOX. LEGEND 0 CATCH BASIN TYPE 1 Q CATCH BASIN TYPE 2 BIORETENTION FILTRATION UNIT � FIRE HYDRANT /C GATE VALVE ]--C Tj BEND PC, TEE ► CONCRETE BLOCK ❑ REDUCER ] CAP 4 PLUG SD STORM DRAIN PIPE W WATER LINE PIPE PIPE REMOVAL WATER LINE NOTE OX STRUCTURE CALLOUT OX CONSTRUCTION NOTE � FLOW ARROW ------- RIGHT-OF-WAY SCALE 20 0 20 40 FEET DATE: CITY OF RENTON LOGANAVENUE N FIELDBOOK: N AIRPORT WAY TO N 6TH STREET PAGE: DRANtiNG NO: DR3 DRAINAGE- AND WATER PLANS SHEET: OF: 33 96 w z C) 0 0 z W z W Q z Q 0 J CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER SE Y4 SEC 7, T 23 N, R 5 Ev W.M. m REVISION -__ M. JAIN J. THOMSEN SCALE: 1`20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL.: NAW 1988 HORIZONTAL: NAD 1983(1991) DATUM Z U Q FEDERAL AID NO. STPUL-1 131 CONSTRUCTION NOTES (D CONNECT NEW PIPE TO EXISTING DRAINAGE STRUCTURE. O CONNECT EXISTING PIPE TO NEW DRAINAGE STRUCTURE. O3 PLUG AND ABANDON EXISTING PIPE. REMOVE AS NECESSARY. O4 REMOVE EXISTING PIPE. CATCH BASIN TYPE 2 O5 REMOVE EXISTING DRAINAGE STRUCTURE. O6 INSTALL SOLID SOCKING LID PER CIN OF RENTON STD. PLAN 204.10 GATE VALVE AND 204.50. BEND Oj INSTALL SLIP—IN STYLE INLINE CHECK VALVE PER SPECIAL PROVISION 7-20 AT DOWNSTREAM END OF PIPE. O8 RECTANGULAR BI—DIRECTIONAL VANED GRATE PER CITY OF RENTON STD. PLAN 204.30 WITH OPEN CURB FACE FRAME PER CIN OF RENTON STD PLAN 203.00.. GENERAL NOTES 1. ALL STORM SEWER PIPE SHALL BE SCHEDULE A SMOOTH INTERIOR WALL STORM SEWER PIPE, UNLESS OTHERWISE NOTED. 2. ALL CATCH BASINS AND INLETS SHALL HAVE A VANED GRATE PER CITY OF RENTON STD. PLAN 204.20, UNLESS OTHERWISE NOTED. 3. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE. 4. THE CONTRACTOR SHALL POTHOLE ALL UTILITY CROSSINGS PRIOR TO STARTING CONSTRUCTION OF THE PIPE RUN. 5. ELEVATIONS OF PROPOSED WATER LINES ARE APPROXIMATE. CONTRACTOR SHALL INSTALL WATER LINES WITH 1' MINIMUM VERTICAL SEPARATION BETWEEN OTHER UTILITIES. WATER LINE NOTES �1 FIRE HYDRANT ASSEMBLY PER CIN OF RENTON STD. PLAN 310.1. �2 CAP AND ABANDON EXISTING WATER MAIN. �3 VERTICAL CROSS (MJxFL) POLY PIG STATION FOR WATERMAIN CLEANING PER CIN OF RENTON STD PLAN 300.6. �4 REMOVE EXISTING HYDRANT ASSEMBLY AND SALVAGE TO CITY SHOPS. CLOSE AND PLUG VALVE AND REMOVE VALVE BOX. F NFORI I MED PLAN /CAITYOF RENTO)� 6ATE ... CITY OF RENTON Plan ning/Building/Publi( Works Dept. LEGEND CONCRETE BLOCK � CATCH BASIN TYPE 1 O CATCH BASIN TYPE 2 m BIORETENTION FILTRATION UNIT fik FIRE HYDRANT ►C GATE VALVE 3--C T-1 BEND pl+ TEE ► CONCRETE BLOCK C� REDUCER �X CAP m PLUG —� STORM DRAIN PIPE SD W WATER LINE PIPE SCALE AmAmilm- 20 FEET DATE: CITY OF RENTON LOGAN AVENUE N FIEL.DBOOK: PAGE: AIRPORT WAY TON 6TH STREET DRAWING NO: DR4 DRAINAGE ANDATER PLANS SHEET: OF: 34 96 PIPE REMOVAL WATER LINE NOTE �X STRUCTURE CAI.LOUT OX CONSTRUCTION NOTE —� FLOW ARROW ------- RIGHT—OF—WAY SCALE AmAmilm- 20 FEET DATE: CITY OF RENTON LOGAN AVENUE N FIEL.DBOOK: PAGE: AIRPORT WAY TON 6TH STREET DRAWING NO: DR4 DRAINAGE ANDATER PLANS SHEET: OF: 34 96 bi 75; z F_ C) 0 ly- n I z w z w z 0 1 0 Lr) 0 V) Ld z -i CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER SE Y4 SEC 7, T 23 No R 5 Ev W.M. 30 ell ......... .......... .............. .......... CONNECTION TO EXIST 90" HORIZ BEND CONNECTION TO EXIST 8" WATER LINE 8" WATER UNE ....................... .............. ...... ...................... .... ............ ry 12"x6" TEE 90* HORIZ BEND 20 .... ......20 .................................... ........................................................ o... to 0 0() CL 04 n 33+00 me] REVISION 34+00 CHECKED: J. THOMSEN SCALE - 1)'=201 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL- NAW 1988 HORIZONTAL- NAD 1983(1991) DATUM C) CD 3: C) Lij Li U) vv* L-0 Lli I CONFORMED PLAN APPROVED: /iii/ice: Ot:N ffA-f E j L 4R CITY OF RENTON Planning/Building/Publii..- Works Dept. gal of VAR I '�ll i rm .CONSTRUCTION NOTES O1 CONNECT NEW PIPE TO EXISTING DRAINAGE STRUCTURE. O2 CONNECT EXISTING PIPE TO NEW DRAINAGE STRUCTURE. O3 PLUG AND ABANDON EXISTING PIPE. REMOVE AS NECESSARY. O4 REMOVE EXISTING PIPE. O5 REMOVE EXISTING DRAINAGE STRUCTURE. O6 INSTALL SOLID LOCKING LID PER CITY OF RENTON STD. PLAN 204.10 AND 204.50. Oj INSTALL SLIP—IN STYLE INLINE CHECK VALVE PER SPECIAL PROVISION 7-20 AT DOWNSTREAM END OF PIPE. O8 RECTANGULAR BI—DIRECTIONAL VANED GRATE PER CITY OF RENTON STD. PLAN 204.30 WITH OPEN CURB FACE FRAME PER CITY OF RENTON STD PLAN 203.00.. GENERAL NOTES 1. ALL STORM SEWER PIPE SHALL BE SCHEDULE A SMOOTH INTERIOR WALL STORM SEWER PIPE, UNLESS OTHERWISE NOTED. 2. ALL CATCH BASINS AND INLETS SHALL HAVE A VANED GRATE PER CITY OF RENTON STD. PLAN 204.20, UNLESS OTHERWISE NOTED. 3. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE. 4. THE CONTRACTOR SHALL POTHOLE ALL UTILITY CROSSINGS PRIOR TO STARTING CONSTRUCTION OF THE PIPE RUN. 5. ELEVATIONS OF PROPOSED WATER LINES ARE APPROXIMATE. CONTRACTOR SHALL INSTALL WATER LINES WITH 1' MINIMUM VERTICAL SEPARATION BETWEEN OTHER UTILITIES. WATER LINE NOTES AFIRE HYDRANT ASSEMBLY PER CITY OF RENTON STD. PLAN 310.1. CAP AND ABANDON EXISTING WATER MAIN. A3 VERTICAL CROSS (MJxFL) POLY PIG STATION FOR WATERMAIN CLEANING PER CITY OF RENTON STI) PLAN 300.6. A4 REMOVE EXISTING HYDRANT ASSEMBLY AND SALVAGE TO CITY SHOPS. CLOSE AND PLUG VALVE AND REMOVE VALVE BOX. LEGEND CONCRETE BLOCK CATCH BASIN TYPE 1 O CATCH BASIN TYPE 2 I BIORETENTION FILTRATION UNIT fik FIRE HYDRANT K GATE VALVE 3---E T-1 BEND TEE ► CONCRETE BLOCK REDUCER 3 CAP I PLUG ,SD STORM DRAIN PIPE WATER LINE PIPE PIPE REMOVAL WATER LINE NOTE O STRUCTURE CALLOUT OX CONSTRUCTION NOTE FLOW ARROW RIGHT—OF—WAY SCALE 20 0 20 4# FEET DAM CITY OF RENTON LOGAN AVENUE N f:lELDBOOK: AIRPORT WAY TO N 6TH STREET PAGE: DRA%%NG NO: DR5 DRAINAGE AND WATER SHEET: OF: 35 96 0 tri t a BP O GDP 0 Li 0 z ASPH TRAIL B — 35+00 — ■ C0 n :' 12" Hl'fH PRESSURE WA BP CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER %2 SE �/a SEC 7, T 23 Nt R 5 E, W.M. 36+00 N Q I I � z = � � oocc 1 c z i 7 M G)—D m m li z < ci) z w z 0 -4 > 0 0 If II 00 m z m � cis+0-)�o car, u, m � � � `3' c = �' c� 0 0 FILTER VAULT LID 2046 x z x CTR LID=31.15 cn ® 0 IE 8" PVC S=26.03 I o A IE 8" PVC E=25.96 o STORM MANHOLE 2068 [lE 0 CTR STRUC=31.23 CB 2067 TYPE 1EVIDENCE VISIBLE EAST BUT NO y GRATE=30.97 PIPE VISIBLE EAST ST, 0 U' IE 12" HDPE E=28.59 IE 8" PVC N=25.98 CT 0 IE 18" HDPE N=28.49 IE 18" HDPE S=26.05 IE \ � IE` c7 \ ki = z coNc �tALK� COVERED E COVERED ASPH BP PLK - BP coNc WALK BP 31 4 � R/W o \ \ ICV Icv glcv �. C`Pl A . � FEDERAL AID NO. STPUL-1 131(002 CONSTRUCTION NOTES (D CONNECT NEW PIPE TO EXISTING DRAINAGE STRUCTURE. O2 CONNECT EXISTING PIPE TO NEW DRAINAGE STRUCTURE. O3 PLUG AND ABANDON EXISTING PIPE. REMOVE AS NECESSARY. O4 REMOVE EXISTING PIPE. O5 REMOVE EXISTING DRAINAGE STRUCTURE. O6 INSTALL SOLID LOCKING LID PER CIN OF RENTON STD. PLAN 204.10 AND 204.50. Oj INSTALL SLIP -IN STYLE INLINE CHECK VALVE PER SPECIAL PROVISION 7-20 AT DOWNSTREAM END OF PIPE. O8 RECTANGULAR BI-DIRECTIONAL VANED GRATE PER CIN OF RENTON STD. PLAN 204.30 WITH OPEN CURB FACE FRAME PER CIN OF RENTON STD PLAN 203.00.. GENERAL NOTES 1. ALL STORM SEWER PIPE SHALL BE SCHEDULE A SMOOTH INTERIOR WALL STORM SEWER PIPE, UNLESS OTHERWISE NOTED. 2. ALL CATCH BASINS AND INLETS SHALL HAVE A VANED GRATE PER CIN OF RENTON STD. PLAN 204.20, UNLESS OTHERWISE NOTED. 3. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE. 4. THE CONTRACTOR SHALL POTHOLE ALL UTILITY CROSSINGS PRIOR TO STARTING CONSTRUCTION OF THE PIPE RUN. 5. ELEVATIONS OF PROPOSED WATER LINES ARE APPROXIMATE. CONTRACTOR SHALL INSTALL WATER LINES WITH 1' MINIMUM VERTICAL SEPARATION BETWEEN OTHER UTILITIES. WATER LINE NOTES �1 FIRE HYDRANT ASSEMBLY PER CIN OF RENTON STD. PLAN 310.1. �2 CAP AND ABANDON EXISTING WATER MAIN. AVERTICAL CROSS (MJxFL) POLY PIG STATION FOR WATERMAIN CLEANING PER CIN OF RENTON STD PLAN 300.6. �4 REMOVE EXISTING HYDRANT ASSEMBLY AND SALVAGE TO CITY SHOPS. CLOSE AND PLUG VALVE AND REMOVE VALVE BOX. 3� 12 NATER (CITY) W W W W W W— LEGEND x Amo 0 0 ca z 00 � t31 -0 II m to Fri l : l C7 in r—Q 9 ' —I —i '� c� ��0 -P -PDQ OIvN�-i' 7 op n00 -OC� Fq >I„zmnif Iv. BFO 4PIV GDP' x U) ?o, 0 NO PROPOSED STORM DRAINAGE OR WATER WORK PLANNED ON THIS SHEET. m REVISION SUKMETED: M. JAIN J. --THOMSEN CONFORMED PLAN APP. IF RENTON DATE Z SCALE: 'CAL- NAVD AD 1 t9W CITY OF 1))=20t HORIZONTAL. NAD ,983(199,) ii • � RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY SCALE 20 0 20 40 FEET DATE: CITY OF RENTON LOGANAVENUE N FlELD800K: AIRPORT WAY TO N 6TH STREET PAGE: DRAWING N0: DR6 DRAINAGE AND WATtAAANS S" 36 OF- 96 CATCH BASIN TYPE 1 © CATCH BASIN TYPE 2 KD BIORETENTION FILTRATION UNIT FIRE HYDRANT ►C GATE VALVE a ---E Tj BEND PC, TEE No. CONCRETE BLOCK p REDUCER 3 CAP PLUG SD STORM DRAIN PIPE W WATER LINE PIPE PIPE REMOVAL 1 WATER LINE NOTE �X STRUCTURE CALLOUT O CONSTRUCTION NOTE —�- FLOW ARROW - - RIGHT-OF-WAY SCALE 20 0 20 40 FEET DATE: CITY OF RENTON LOGANAVENUE N FlELD800K: AIRPORT WAY TO N 6TH STREET PAGE: DRAWING N0: DR6 DRAINAGE AND WATtAAANS S" 36 OF- 96 W Q z U w D 1 SE SEC T 23 No R 5 Es WoMo 4, j W �e ee46 113 W STOR 5�-30 31 I CrR Q �E g'" CO�e-32 4,4614 E3 I z ` R/W 1E' 8" CONO s -28, 92 RlCk / Q l 12 " COlvC /V x`28. (3 `. ` 1E 12„ C 01VC 1�` 28.42 1� / C ONC �` 4'3.11 ONO S` 23.04 1 SAN/TA 22 62 X X CTR S7) RS C;032 SANyOC� A0 S`22 $ 461532.9 RsC +00 _ _ _ _ 102+00 a_ rQa�....___._. � �QQ 613 O OAC ALK -' `--- 4614 SD / C.4615 ASPM A \ m \ R /W ` �'' PTjC C 461, SD / �? IE'R4,rE-32.45 1 14676 / 1E Pvc Cg 4616 8 RCP1' 02 1�RAr�-31 .93 / v 8" RCP w&S f` RCPT" )AV/_ �2s 29. 65 60 / l 46a;;' l CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER NO PROPOSED STORM DRAINAGE • WATER . PLANNED ON THIS SHEET. NO. REVISION SURVEYED: DESIGNED: M. JAI DRAWN: J. BEAN CHECKED: J. THOMSEN BY DATE AP P R APPROVED: M. JAI SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983(1991) DATUM CONFORMED PLAN PPR l xf OF • • , CITY OF RENTON Planning/Building/Public; Works Dept. FEDERAL AID NO. STPUL-1 131(002) CONSTRUCTION NOTES O1 CONNECT NEW PIPE TO EXISTING DRAINAGE STRUCTURE. O2 CONNECT EXISTING PIPE TO NEW DRAINAGE STRUCTURE. OPLUG AND ABANDON EXISTING PIPE. REMOVE AS NECESSARY. O REMOVE EXISTING PIPE. CATCH BASIN TYPE 2 OREMOVE EXISTING DRAINAGE STRUCTURE. O6 INSTALL SOLID LOCKING LID PER CIN OF RENTON STD. PLAN 204.10 GATE VALVE AND 204.50. BEND OINSTALL SLIP—IN STYLE INLINE CHECK VALVE PER SPECIAL PROVISION CONCRETE BLOCK 7-20 AT DOWNSTREAM END OF PIPE. REDUCER ORECTANGULAR BI—DIRECTIONAL VANED GRATE PER CIN OF RENTON PLUG STD. PLAN 204.30 WITH OPEN CURB FACE FRAME PER CIN OF W RENTON STD PLAN 203.00.. PIPE REMOVAL GENERAL NOTES WATER LINE NOTE 1. ALL STORM SEWER PIPE SHALL BE SCHEDULE A SMOOTH INTERIOR WALL STORM SEWER PIPE, UNLESS OTHERWISE NOTED. 2. ALL CATCH BASINS AND INLETS SHALL HAVE A VANED GRATE PER CITY OF RENTON STD. PLAN 204.20, UNLESS OTHERWISE NOTED. 3. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE. 4. THE CONTRACTOR SHALL POTHOLE ALL UTILITY CROSSINGS PRIOR TO STARTING CONSTRUCTION OF THE PIPE RUN. 5. ELEVATIONS OF PROPOSED WATER LINES ARE APPROXIMATE. CONTRACTOR SHALL INSTALL WATER LINES WITH 1' MINIMUM VERTICAL SEPARATION BETWEEN OTHER UTILITIES. WATER LINE NOTES �1 FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STD. PLAN 310.1. �2 CAP AND ABANDON EXISTING WATER MAIN. �3 VERTICAL CROSS (MJxFL) POLY PIG STATION FOR WATERMAIN CLEANING PER CIN OF RENTON STD PIAN 300.6. REMOVE EXISTING HYDRANT ASSEMBLY AND SALVAGE TO CIN SHOPS. CLOSE AND PLUG VALVE AND REMOVE VALVE BOX. LEGEND � CATCH BASIN TYPE 1 O CATCH BASIN TYPE 2 BIORETENTION FILTRATION UNIT fik FIRE HYDRANT /C GATE VALVE ]---[ T__I BEND P� TEE ► CONCRETE BLOCK D REDUCER CAP PLUG SD STORM DRAIN PIPE W WATER LINE PIPE PIPE REMOVAL WATER LINE NOTE OX STRUCTURE CALLOUT OX CONSTRUCTION NOTE 3110- FLOW ARROW ------- RIGHT—OF—WAY SCALE (II, ■III,.■■■■. 20 0 • 40 FEET DATE: CITY OF RENTON LOGAN AVENUE N FIELDBOOK: AIRPORT WAY TO N 6TH STREET PAGE: DRAWING N0: DR7 DRAINAGE AND WATER PLANS SHEET: OF: 37 96 0 SE �/a SEC 7, T 23 N, R 5 E, W.M. cv CB TYPE 1 9383 / C GRATE= 30.10 / CO N IE 8" CONC E=27.55 ©� IE 8" CONC S=27.40 c`v° t v STORM MANHOLE 9375 CTR STRUC=30.90 N IE 8" CONC N=26.57 0 v o TOP GATE STRUC =25.04 / ' UNDER WATER IE 12" S=24.31 2 - / 1 W..... ..... ±20 LF 6" DI w � CONC WALK O O X12" DI + w 3SL - w 00 N 4TH o N Q I-_ - % W CONC WALK T7 Z BFO BFO Z / U FND REBAR & CAP �- "DHA 36798" STORM MANHOLE 9374 CTR STRUC=31.13 /IE 6" CONC 5=27.32 IE 12"....N=24.11- SANITARY 2" =24.13SANITARY MANHOLE 93_*3 -ems UNABLE TO OPEN, LID HANDLE IS MISSING SNITARY MANHOLE 93-72 R STRUC=30.96 STA=201 +77.00 (9.411 LTi 21.21 0 0 on N ry O Q W � Z W J W Z � U Q 12"x6" TEE (MJxFL) 6" GATE VALVE (FLx M F) CONCRETE BLOCKING •i, +4 N _T7B 193t75 1 23i r NO W 0 n co 376 PAP Z�, : 9mrA • • • VWA 0 v I` Q n r) < CB TYPE 1 9384 c� GRATE=30.05 z IE 8" CONC W=28.55 0 c� R/W B CONC WALK rC'-rA_0n0+49.82 9.39' LF CONNECT TO EXISTING 6" WATER LINE 6"x6" TEE (FLxFL) 1 3-6" GATE VALVES (FLxMJ) 9377 1-12"x6" REDUCER CONCRETE BLOCKING 2-6" SLEEVES (MJ) INSTALL PER CITY OF RENTON STD PLAN 300.4 SS --�= CONC WALK r=VVV LID=31.00 TOP NUT=29.85 \-R/W I SANITARY MANHOLE MEI NU 9376 f-TOP WV LID=30 92 CTR STRUC=31.09 NUT -30.32 SURFACE FLOW N -S=9.7 APPARENT TOP OF PIPE=15.0± SANITARY MANHOLE 9377 ' CTR STRUC=31.23 I CTR CHANNEL E -W=24.62 SANITARY MANHOLE 9378 CTR STRUC=31.38 IE S=25.73 CTR CHANNEL E -W=24.38 ISANITARY MANHOLE 9379 I CTR STRUC=31.00 CTR CHANNEL W -N=26.02 CB TYPE 1 9380 ..rcnrr '7n zn Qz PLUG AND ABANDON EXISTING PIPE. .W II W II C) REMOVE EXISTING DRAINAGE STRUCTURE. W .3: i V II OF RENTON STD. PLAN 204.10 GATE VALVE AND 204.50. BEND Oj INSTALL SLIP -IN STYLE INLINE CHECK VALVE PER SPECIAL PROVISION CONCRETE BLOCK 7-20 AT DOWNSTREAM END OF PIPE. REDUCER 000 z � :mx - O :D m O ry 0 RENTON STD PLAN 203.00.. . In x - O (nU WATER LINE NOTE mCL STRUCTURE CALLOUT V)CL CONSTRUCTION NOTE HLu m FLOW ARROW 0:�n orf . . . . . . . . . . . . . . . . . . . . . . . . . O . . X (� w CV . . . . . . . . . . . . t0 : : m 0 . . . . . . . . . . . . . . . . . . . . . . . - -----=-------- -__ _ N 30W ..................................... ........... ........................ _ . ........................ CONNECTION: TO EXIST 6" WATER LINE U: - - : 12"x6" REDUCER . 20 45° VERTICAL BEND W/ .........:.........:..1.2,;x6" TEE .. ....:.........:.........:. .... TYPE B BLOCKING PER . CITY OF RENTON STD PLAN 330.2 45° :VERTICAL BEND W/ = TYPE B BLOCKING PER .............................................................. .. CITY -OF - RENTON - STD -PLAN 330.2. . APPROX IE=22:.26 - EXIST. 24" SANITARY SEWER - - - APPROX IE=13.00- - - 201 +00 CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER 202+00 203+00 CONFORMED PLAN P t FEDERAL AID NO. STPUL-1 131(002) CONSTRUCTION NOTES O1 CONNECT NEW PIPE TO EXISTING DRAINAGE STRUCTURE. OCONNECT EXISTING PIPE TO NEW DRAINAGE STRUCTURE. O3 PLUG AND ABANDON EXISTING PIPE. REMOVE AS NECESSARY. O4 REMOVE EXISTING PIPE. CATCH BASIN TYPE 2 O5 REMOVE EXISTING DRAINAGE STRUCTURE. O6 INSTALL SOLID LOCKING LID PER CIN OF RENTON STD. PLAN 204.10 GATE VALVE AND 204.50. BEND Oj INSTALL SLIP -IN STYLE INLINE CHECK VALVE PER SPECIAL PROVISION CONCRETE BLOCK 7-20 AT DOWNSTREAM END OF PIPE. REDUCER O8 RECTANGULAR BI-DIRECTIONAL VANED GRATE PER CIN OF RENTON PLUG STD. PLAN 204.30 WITH OPEN CURB FACE FRAME PER CIN OF W RENTON STD PLAN 203.00.. PIPE REMOVAL GENERAL NOTES WATER LINE NOTE 1. ALL STORM SEWER PIPE SHALL BE SCHEDULE A SMOOTH INTERIOR WALL STORM SEWER PIPE, UNLESS OTHERWISE NOTED. 2. ALL CATCH BASINS AND INLETS SHALL HAVE A VANED GRATE PER CITY OF RENTON STD. PLAN 204.20, UNLESS OTHERWISE NOTED. 3. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE. 4. THE CONTRACTOR SHALL POTHOLE ALL UTILITY CROSSINGS PRIOR TO STARTING CONSTRUCTION OF THE PIPE RUN. 5. ELEVATIONS OF PROPOSED WATER LINES ARE APPROXIMATE. CONTRACTOR SHALL INSTALL WATER LINES WITH 1' MINIMUM VERTICAL SEPARATION BETWEEN OTHER UTILITIES. WATER LINE NOTES �1 FIRE HYDRANT ASSEMBLY PER CIN OF RENTON STD. PLAN 310.1. �2 CAP AND ABANDON EXISTING WATER MAIN. �3 VERTICAL CROSS (MJxFL) POLY PIG STATION FOR WATERMAIN CLEANING PER CIN OF RENTON STD PLAN 300.6. REMOVE EXISTING HYDRANT ASSEMBLY AND SALVAGE TO CIN SHOPS. CLOSE AND PLUG VALVE AND REMOVE VALVE BOX. LEGEND � CATCH BASIN TYPE 1 O CATCH BASIN TYPE 2 KD BIOREfENTION FILTRATION UNIT fik FIRE HYDRANT K GATE VALVE ]--E T_j BEND P14 TEE ► CONCRETE BLOCK D REDUCER CAP 0 PLUG SD STORM DRAIN PIPE W WATER LINE PIPE PIPE REMOVAL �1 WATER LINE NOTE OX STRUCTURE CALLOUT OX CONSTRUCTION NOTE -� FLOW ARROW ------- RIGHT-OF-WAY SCALE ■■■■■■■■■■ • • 20 4FEET - SURVEYED: SCALE: DATE: vERnCAHORIZOOwm_--�NAADD ;983(99,) .► CITY CITY OF RENTON DESIGNED: 1 20 •• ?�� OF FIELDSOOK: M. JAI T LOGAN AVENUE N PAGE: J. BEAN �ONE INCH DATUM DRAWN: _ RENTON AIRPORT WAY TO N 6TH STREET DRAWING NO: CHECKED: AT FULL SCALE Planning/Building/Public,; DR8 Works Dept. J. THOMSEN IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED: JAIN SCALE ACCORDINGLY DRAINAGE AND WATER PLANS SHEET: 38 OR W Q z F- U W 3 O ry 0- W Q z U W O ry n W Q Z U W O ry n W Q z U W D O CL W Q z U W D O ry n W Q z U W 3 O W Q z F- C) W 3 O ry n W Q z U W O ry n L 1 6" L SDR -35 PVC COUPLING CAST INTO PRECAST BOX WALL (OUTLET PIPE LOCATION VARIES) CURB (BY CONTRACTOR) STATki vi, %../I ,.jL_, ni,4u RIM ELEVATION RECESSED TREE FRAME AND GRATE CAST IN TOP SLAB 8" TOP SLAB INTERLOCKING JOINT (TYP) - < 00 0 FLOW (.0 PLAN VIEW PLANT AS SUPPLIED CLEANOUT BY MANUFACTURER COVER CAST (NOT SHOWN FOR IN TOP SLAB CLARITY) SEE LANDSCAPE PLANS FOR WHICH PLANT SPECIES � [ TO USE. GALVANIZED ANGLE NOSING CURB AND GUTTER (BY CONTRACTOR) - STREET hILYIJI:Ihilai.[LIh 179 ru, 19v al *IN TIF so A A A A A A A A A A AL AL J• STANDARD 90* NOSING (OTHER NOSING AVAILABLE UPON REQUEST) 4 4 CAST—IN—PLACE DEPRESSED GUTTER AND THROAT OPENING (BY CONTRACTOR) #4 DOWEL BARS @ 12" O.C. BY MANUFACTURER— TO BE BENT AS NECESSARY BY CONTRACTOR PRIOR TO INSTALLATION OF FIELD POURED GUTTER PRECAST BOX WALL CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER N.T.S. PRECAST TOP SLAB A 4-6" CLEAR THROAT OPENING 4 .4 A Id THROAT PROTECTION DEVICE DO NOT REMOVE — LEAVE TYPE IN PLACE UNTIL SITE IS I'd I L STABILIZED AND UNIT A IS ACTIVATED -4-4 . FT2 20+46.19, IMPORTANT LT 00 0 FLOW (.0 PLAN VIEW PLANT AS SUPPLIED CLEANOUT BY MANUFACTURER COVER CAST (NOT SHOWN FOR IN TOP SLAB CLARITY) SEE LANDSCAPE PLANS FOR WHICH PLANT SPECIES � [ TO USE. GALVANIZED ANGLE NOSING CURB AND GUTTER (BY CONTRACTOR) - STREET hILYIJI:Ihilai.[LIh 179 ru, 19v al *IN TIF so A A A A A A A A A A AL AL J• STANDARD 90* NOSING (OTHER NOSING AVAILABLE UPON REQUEST) 4 4 CAST—IN—PLACE DEPRESSED GUTTER AND THROAT OPENING (BY CONTRACTOR) #4 DOWEL BARS @ 12" O.C. BY MANUFACTURER— TO BE BENT AS NECESSARY BY CONTRACTOR PRIOR TO INSTALLATION OF FIELD POURED GUTTER PRECAST BOX WALL CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER N.T.S. PRECAST TOP SLAB A 4-6" CLEAR THROAT OPENING 4 .4 A Id SECTION VIEW STANDARD UNIT THROAT OPENING N.T.S. STRUCTURE ID THROAT PROTECTION DEVICE DO NOT REMOVE — LEAVE TYPE IN PLACE UNTIL SITE IS I'd I L STABILIZED AND UNIT A IS ACTIVATED -4-4 . FT2 20+46.19, IMPORTANT LT FILTERRA FLOWLINE MUST STANDARD BE AT A HIGHER ELEVATION 23+19.14, THAN BYPASS FLOWLINE RT (DROP INLET OR OTHER) SECTION VIEW STANDARD UNIT THROAT OPENING N.T.S. STRUCTURE ID STA OFFSET LENGTH TYPE FT1 100+50.30, 58.54' RT 6.0' STANDARD FT2 20+46.19, 28.20' LT 6.0' STANDARD FT3 23+19.14, 28.00' RT 4.0' STANDARD FT4 25+24.08, 28.08' LT 4.0' STANDARD FT5 34+05.36, 28.00' RT 4.0' STANDARD ----- - NOTES: 1. THE UNIT SHALL BE PLACED ON A COMPACTED SUB—GRADE WITH A MINIMUM 6—INCH GRAVEL BASE MATCHING THE FINAL GRADE OF THE CURB LINE IN THE AREA OF THE UNIT. THE UNIT IS TO BE PLACED SUCH THAT THE UNIT AND TOP SLAB MATCH THE GRADE OF THE CURB IN THE AREA OF THE UNIT. COMPACT UNDISTURBED SUB—GRADE MATERIALS TO 95% OF MAXIMUM DENSITY AT +1-2% OF OPTIMUM MOISTURE. UNSUITABLE MATERIAL BELOW SUB—GRADE SHALL BE REPLACED TO THE SITE ENGINEER'S APPROVAL. 2. OUTLET CONNECTIONS SHALL BE ALIGNED AND SEALED TO MEET THE APPROVED DRAWINGS WITH MODIFICATIONS NECESSARY TO MEET SITE CONDITIONS AND LOCAL REGULATIONS. 3. ONCE THE UNIT IS SET, THE INTERNAL WOODEN FORMS AND PROTECTIVE MESH COVER MUST BE LEFT INTACT. REMOVE ONLY THE TEMPORARY WOODEN SHIPPING BLOCKS BETWEEN THE BOX AND TOP SLAB. THE TOP LID SHOULD BE SEALED ONTO THE BOX SECTION BEFORE BACKFILLING, USING A NON—SHRINK GROUT, BUTYL RUBBER OR SIMILAR WATERPROOF SEAL. THE BOARDS ON TOP OF THE LID AND BOARDS SEALED IN THE UNIT'S THROAT MUST NOT BE REMOVED. THE SUPPLIER WILL REMOVE THESE SECTIONS AT THE TIME OF ACTIVATION. BACKFILLING SHOULD BE PERFORMED IN A CAREFUL MANNER, BRINGING THE APPROPRIATE FILL MATERIAL UP IN 6" LIFTS ON ALL SIDES. PRECAST SECTIONS SHALL BE SET IN A MANNER THAT WILL RESULT IN A WATERTIGHT JOINT. IN ALL INSTANCES, INSTALLATION OF UNIT SHALL CONFORM TO ASTM SPECIFICATION C891 "STANDARD PRACTICE FOR INSTALLATION OF UNDERGROUND PRECAST UTILITY STRUCTURES", UNLESS DIRECTED OTHERWISE IN CONTRACT DOCUMENTS. 4. THE CONTRACTOR IS RESPONSIBLE FOR INLET PROTECTION/SEDIMENT CONTROL AND CLEANING AROUND EACH UNIT. 24" MIN. TRANSITION FROM STANDARD GUTTER TO DEPRESSED GUTTER NORMAL FLOWLINE OF GUTTER FLOW TANDARD UNIT RIM ELEVATION GE USE REMAINING OUTLET PIPE KNOCKOUTS FOR TREE IRRIGATION AS REQUIRED EXISTING 8" WATER LINE FEDERAL AID NO. STPUL-1131(002 STANDARD BIORETENTION FILTRATION UNIT OUTLET PIPE CONNECT 4" PVC (PRECAST IN UNIT) TO 8" CPEP WITH 4"x8" PVC REDUCER AND PVC X CPEP COUPLING TWO (2) 22.5- 8" CPEP THROAT (ENTRANCE) ELEVATION FROM CENTER OF STRUCTURE AT FLOW LINE, SEE DRAINAGE PROFILE SHEETS 8" PLUG 8" SLEEVE --j 8" GATE VALVE 8" TEE '0 ( FLOW ) BOTTOM OF CURB (CENTER SIDE OF OPENING) 4" THROAT DEPRESSED GUTTER OPENING 2" DEPRESSION (MIN) ELEVATION VIEW DEPRESSED GUTTER FLOWLINE N.T.S. BIORETENTION FILTRATION UNIT CO N ECTION TO BYPASS STRUCTURE DETAIL N.T.S. CONCRETE BLOCKING 8" TEE _ - 8" SLEEVE w - 8" PLUG r W 8" CAP CONCRETE BLOCKING 8" TEE 8" SLEEVE W—Ti 8" SLEEVE 8" PLUG W 8" CAP WATER SINE REPLACEMENT DETAIL N.T.S. CONNECT 8" CPEP TO BYPASS STRUCTURE BYPASS STRUCTURE RIM ELEVATION AT FLOW LINE, SEE DRAINAGE PROFILE SHEETS CONCRETE BLOCKING 8" PLUG EXISTING 8" WATER LINE 8" SLEEVE 8" TEE CONCRETE BLOCKING SURVEYED: SCALE: DATE. VERTICAL- NAVD 1988 DESIGNED: NONE HORIZONTAL. NAD 1910(1991) CITY OF CITY OF RENTON P ELDBOOK: M. JAIN LOGAN AVENUE NDRAWN: RENTON AGE: J. BEAN ONE INCH DATUM AIRPORT WAY TON 6TH STREET DRAWING NO: CHECKED: AT FULL SCALE Plan ninBu il d i nPu Public:: Works Dept. J. THOMSEN IF NOT ONE INCH g/g/DD1N0. REV{BION BY DATE APPR APPRO �. JAIN SCALE ACCORDINGLY DRAINAGE AND WATER DETAILS S"�= 47 °F"96 z W 0 z W Q z Q 0 O J LoGg4 AVE S BEGIN PROJECT NE Y4 SEC 18, T 23 N, 0 L0 PAVEMENT MARKING SIGN SCHEDULE SYMBOL SCHEDULE SIGN NO. STATION OFFSET WSDOT SIGN CODE SIGN SIZE DESCRIPTION REMARKS W (IN.) H (IN.) 1 11 +48 45.8' RT R3 -7R 30 30 RIGHT LANE MUST TURN RIGHT MOUNT NEW SIGN ON EXISTING POLE ' MINIMUM UNLESS NOTED OTHERWISE 4' MIN 8" WHITE THERMOPLASTIC O. .,. • : • _►l TRANSVERSE CROSSWALK DETAIL N.T.S. P�BERTp� F WASy CALL 2 BUSINESS DAYS BEFORE YOU DIGPerteetQ 1 800 4 206-436-0515 11-800-615-9900 � 50475 � �FGI ST ERS UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 Seattle, Washington 98104 �s�ONAL TRANSVERSE CROSSWALK NOTES: 1. CROSSWALK LINES SHALL EXTEND THE FULL WIDTH OF THE ROADWAY FROM CURB FACE TO THE CURB FACE. CROSSWALK LINES SHALL TERMINATE AT EDGE OF GUTTER, IF USED. 2. IF CROSSWALK LINES FROM MULTIPLE CROSSINGS INTERSECT, BOTH LINES SHALL BE TERMINATED AT THE INTERSECTION POINT. SYMBOL STATION OFFSET f* 12+63 34.0' RT 12+63 11.3' RT 12+63 22.7' RT CONFORMED PLAN APPROVED: • • Al CITY ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAW 1988 HORIZONTAL: NAD 1983(1991) DATUM FEDERAL AID NO. STPUL-1 131(002) CHANNELIZATION NOTES Ot INSTALL DOUBLE YELLOW CENTER LINE PER RENTON STD. PLAN H001. O2 INSTALL SINGLE SKIP YELLOW CENTER LINE PER RENTON STD. PLAN H001. O3 INSTALL TWO-WAY LEFT TURN LANE LINE PER RENTON STD. PLAN H001. O4 INSTALL APPROACH LANE LINE PER RENTON STD. PLAN H002. OS INSTALL LANE LINE PER RENTON STD. PLAN H002. OINSTALL CROSSHATCHING PER RENTON STD. PLAN H008 WITH R.P.M. SUBSTITUTION. OINSTALL EDGE OF ROAD LINE PER RENTON STD. PLAN H008 WITH R.P.M. SUBSTITUTION. OINSTALL WHITE THERMOPLASTIC TURN MARKING ARROW PER RENTON STD. PLAN H008. OINSTALL WHITE THERMOPLASTIC TWO-WAY DEFT TURN ARROWS PER RENTON STD. PLAN H006. 10 INSTALL 8" WHITE THERMOPLASTIC CROSSWALK PER DETAIL SHEET CHI. 11 INSTALL 24" WHITE THERMOPLASTIC STOP BAR PER RENTON STD. PLAN H008. 12 INSTALL DOTTED EXTENSION LINE PER WSDOT STD. PLAN M-20.50-02. 13 PAINT PEDESTRIAN ISLAND CURB PER DETAIL SHEET MD3. 1 14 INSTALL THERMOPLASTIC EDGE OF ROAD LINE PER RENTON STD. PLAN H008. 15 INSTALL PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64-03. Q6 IIYJ 1!"%LL V TTI VL I LLLV1i VVI I LV Ll 11 V1- LIIVL 1 t-1♦ iTJVV l J I V 1 L�IY M-20.10-02. 17 INSTALL WHITE THERMOPLASTIC "THRU & LEFT TURN" ARROW PER RENTON STD PLAN HO 10. SIGN LEGEND OX -NEW SIGN (NEW LOCATION) EXISTING SIGN ASSEMBLY TO BE RELOCATED XX (EXISTING LOCATION) -!- -NEW SIGN -EXISTING SIGN GENERAL NOTES 1. STATIONS FOR ARROWS ARE TO THE BASE OF THE SYMBOL. TWLT ARROWS ARE TO THE CENTER OF THE 2 -ARROW SYMBOL. 2. SEE SIGNAL PLANS FOR DETAILS OF SIGNS INSTALLED ON MAST ARMS. 3. SEE SITE PREPARATION PLANS FOR SIGN REMOVALS. 4. EDGE OF SIGNS SHALL BE LOCATED A MINIMUM OF 2' FROM FACE OF CURB. MOUNT SIGNS AND SIGN ASSEMBLIES SO THAT THE BOTTOM OF THE SIGN (OR ASSEMBLY) IS 7' ABOVE CURB OR FILL SURFACE. SEE WSDOT STD. PLAN G-20.10-00 FOR DETAILS. 5. POST MOUNTED SIGNS, BOTH NEW AND RELOCATED , SHALL CONFORM TO WSDOT STD PLAN G-24.50-03, TYPE ST -4. CITY OF RENTON Planning/Building/Public; Works Dept. SCALE ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 20 0 20 40 FEET CITY OF RENTON LOGAN AVENUE N AIRPORT WAY TO N 6TH STREET CHANNELIZATION AND SIGNING PAGE: DRAWING NO: CH1 SHEET: OF - 48 F48 96 W Q z W ry Q_ 0 z w z w z 0 0 J CONFORMED PLAN CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER NE % SEC 18, T 23 N, BEGIN DOUBLE YELLOW CENTER LINE t t ri i 11 ONLY ONLY ONLY ONLY MODIFIED R3-8 SIGN DETAIL 0 R 5 E, W.M. MODIFIED M8-101 SIGN DETAIL MODIFIED R1 4-1 SIGN DETAIL SIGN SCHEDULE w -m MODIFIED D8-301 SIGN DETAIL PC STA 16+95 BEGIN EDGE OF ROAD LINE (2) END APPROACH LINE SIGN STATION OFFSET WSDOT SIGN SIGN SIZE 2.0' RT 17+00 2.0' RT STATION OFFSET 32.0' RT DESCRIPTION REMARKS W (IN.) H (IN.) NO. 32.0' RT CODE (LEFT ARROW) ONLY (THRU ARROW) ONLY (THRU ARROW) MOUNT NEW SIGN ON NEW LUMINAIRE POLE. SEE 2 14+57 44.5' RT R3-8 MOD 66 30 ONLY (RIGHT ARROW) ONLY MODIFIED R3-8 SIGN DETAIL, THIS SHEET. 3 15+75 44.0' RT E8-101 MOD 36 54 (INTERSTATE 405 SHIELD) (UPPER RIGHT ARROW) MOUNT NEW SIGN ON NEW LUMINAIRE POLE. SEE MODIFIED M8-101 SIGN DETAIL, THIS SHEET. 4 15+75 44.0' RT R14-1 MOD 24 30 TRUCK ROUTE (UP ARROW) MOUNT NEW SIGN BELOW SIGN NO. 3. SEE MODIFIED R14-1 SIGN DETAIL, THIS SHEET. 5 16+85 44.0' RT — — — SENIOR CENTER (RIGHT ARROW) RELOCATE SIGN TO NEW LUMINAIRE POLE 6 17+45 47.6' RT R3 -5R 30 36 (RIGHT ARROW) ONLY MOUNT NEW SIGN ON NEW LUMINAIRE POLE 7 17+62 49.8' RT R10 -6L 24 36 STOP HERE ON RED (DOWN LEFT ARROW) INSTALL NEW SIGN AND POST 23 14+57 44.5' RT D8-301 MOD 48 42 RENTON STADIUM (UPPER LEFT ARROW) MOUNT NEW SIGN BELOW SIGN NO. 2. SEE MODIFIED D8-301 SIGN DETAIL, THIS SHEET. 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL NAVD 1988 HORIZONTAL: NAD 1983(1991) Agt::�� DATU M PC STA 17+45 'nw I �< U I- Q all � ...... " .... I'' I � 11111i i'' i 111''i �sR4900ITImm OX —NEW SIGN (NEW LOCATION) EXISTING SIGN ASSEMBLY TO BE RELOCATED wxx (EXISTING LOCATION) —� —NEW SIGN —� —EXISTING SIGN GENERAL NOTES 1. STATIONS FOR ARROWS ARE TO THE BASE OF THE SYMBOL. TWLT ARROWS ARE TO THE CENTER OF THE 2—ARROW SYMBOL. 2. SEE SIGNAL PLANS FOR DETAILS OF SIGNS INSTALLED ON MAST ARMS. 3. SEE SITE PREPARATION PLANS FOR SIGN REMOVALS. 4. EDGE OF SIGNS SHALL BE LOCATED A MINIMUM OF 2' FROM FACE OF CURB. MOUNT SIGNS AND SIGN ASSEMBLIES SO THAT THE BOTTOM OF THE SIGN (OR ASSEMBLY) IS 7' ABOVE CURB OR FILL SURFACE. SEE WSDOT STD. PLAN G-20.10-00 FOR DETAILS. 5. POST MOUNTED SIGNS, BOTH NEW AND RELOCATED , SHALL CONFORM TO WSDOT STD PLAN G-24.50-03, TYPE ST -4. PAVEMENT MARKING SYMBOL SCHEDULE SYMBOL STATION OFFSET 16+30 2.0' RT 17+00 2.0' RT 13+63 32.0' RT 14+65 32.0' RT 15+67 32.0' RT 16+68 32.0' RT CITY OF RENTON Planning/Building/Public; Works Dept. SCALEwoo • • 20 4• FEET CITY OF RENTON, • . AVENUE AIRPORT WAY TO N 6TH STREET CHANNELIZATION AND SIGNING DATE: FIELDBOOK: PAGE: DRAWING NO: CH2 SHEET: OF. 49 96 0 w Q z C) D CL W:�4 - U) W Z U 'Q END WHITE EDGE OF ROAD LANE i i • '•�i CONFORMED PLAN _T FOF RENTON ,,l CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER NE �/� SEC 18, T 23 N, R 5 Ev W.M. END APPROACH LANE LINE (72.5' LT) END DOUBLE YELLOW CENTER LINE (72.5' LT) BEGIN LANE LINE - -. f STADIUM CHANNELIZATION BEGIN APPROACH LINE (6' LT) BEGIN DOUBLE YELLOW CENTER LINE (6' RT) PC STA 100+54 (12 LT); R=35' PT STA 100+81 PC STA 100+54 (0'); R=47' PAVEMENT MARKING SYMBOL SCHEDULE SYMBOL STATION OFFSET O1 17+77 2.0' RT 19+08 2.0' LT 20+07 2.0' LT 21+06 2.0' LT G 18+38 65.4' LT OS 18+29 64.3' LT SIGN SCHEDULE FEDERAL AID NO. STPUL-1 131(002 1. STATIONS FOR ARROWS ARE TO THE BASE OF THE SYMBOL. TWLT ARROWS ARE TO THE CENTER OF THE 2 -ARROW SYMBOL. 2. SEE SIGNAL PLANS FOR DETAILS OF SIGNS INSTALLED ON MAST ARMS. 3. SEE SITE PREPARATION PLANS FOR SIGN REMOVALS. 4. EDGE OF SIGNS SHALL BE LOCATED A MINIMUM OF 2' FROM FACE OF CURB. MOUNT SIGNS AND SIGN ASSEMBLIES SO THAT THE BOTTOM OF THE SIGN (OR ASSEMBLY) IS 7' ABOVE CURB OR FILL SURFACE. SEE WSDOT STD. PLAN G-20.10-00 FOR DETAILS. 5. POST MOUNTED SIGNS, BOTH NEW AND RELOCATED , SHALL CONFORM TO WSDOT STD PLAN G-24.50-03, TYPE ST -4. SIGN NO CHANNELIZATION NOTES OFFSET O1 INSTALL DOUBLE YELLOW CENTER LINE PER RENTON STD. PLAN H001. DESCRIPTION O2 INSTALL SINGLE SKIP YELLOW CENTER LINE PER RENTON STD. PLAN H001. H (IN.) O3 INSTALL TWO-WAY LEFT TURN LANE LINE PER RENTON STD. PLAN H001. 90.9' RT G INSTALL APPROACH LANE LINE PER RENTON STD. PLAN H002. 36 OS INSTALL LANE LINE PER RENTON STD. PLAN H002. 9 OINSTALL CROSSHATCHING PER RENTON STD. PLAN H008 WITH R.P.M. W4-3 36 SUBSTITUTION. (ADDED LANE) INSTALL NEW SIGN AND POST EDGE OF ROAD LINE PER RENTON STD. PLAN H008 WITH R.P.M. 18+84 OINSTALL SUBSTITUTION. - OINSTALL WHITE THERMOPLASTIC TURN MARKING ARROW PER RENTON STD. RELOCATE SIGN TO NEW POST 11 PLAN H008. 32.0' RT R2-1 INSTALL WHITE THERMOPLASTIC TWO-WAY LEFT TURN ARROWS PER RENTON = O STD. PLAN H006. U 10 INSTALL 8" WHITE THERMOPLASTIC CROSSWALK PER DETAIL SHEEP CHI. j11 INSTALL 24" WHITE THERMOPLASTIC STOP BAR PER RENTON STD. PLAN H008. � 12 INSTALL DOTTED EXTENSION LINE PER WSDOT STD. PLAN M-20.50-02. w 13 PAINT PEDESTRIAN ISLAND CURB PER DETAIL SHEEP MD3. (�� 1 14 INSTALL THERMOPLASTIC EDGE OF ROAD LINE PER RENTON STD. PLAN H008. INSTALL PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD O 15 PLAN F-10.64-03. 0 t6 INSTALL 6 WID Y LLOW DO D LANE LINE PER WSDOT STD PLAN M-20.10-02. N � � INSTALL WHITE THERMOPLASTIC "THRU &LEFT TURN" ARROW PER RENTON N STD PLAN H01 0. SIGN LEGEND CD - NEW SIGN LJJ Z (NEW LOCATION) EXISTING SIGN ASSEMBLY TO BE RELOCATED J XX \-(EXISTING LOCATION) U -�- -NEW SIGN Q� -EXISTING SIGN GENERAL NOTES 1. STATIONS FOR ARROWS ARE TO THE BASE OF THE SYMBOL. TWLT ARROWS ARE TO THE CENTER OF THE 2 -ARROW SYMBOL. 2. SEE SIGNAL PLANS FOR DETAILS OF SIGNS INSTALLED ON MAST ARMS. 3. SEE SITE PREPARATION PLANS FOR SIGN REMOVALS. 4. EDGE OF SIGNS SHALL BE LOCATED A MINIMUM OF 2' FROM FACE OF CURB. MOUNT SIGNS AND SIGN ASSEMBLIES SO THAT THE BOTTOM OF THE SIGN (OR ASSEMBLY) IS 7' ABOVE CURB OR FILL SURFACE. SEE WSDOT STD. PLAN G-20.10-00 FOR DETAILS. 5. POST MOUNTED SIGNS, BOTH NEW AND RELOCATED , SHALL CONFORM TO WSDOT STD PLAN G-24.50-03, TYPE ST -4. SIGN NO STATION OFFSET WSDOT SIGN CODE SIGN SIZE DESCRIPTION REMARKS w (IN.) H (IN.) 8 18+23 90.9' RT W4-6 36 36 (ENTERING ROADWAY ADDED LANE) INSTALL NEW SIGN AND POST 9 18+53 55.3' RT W4-3 36 36 (ADDED LANE) INSTALL NEW SIGN AND POST 10 18+84 30.8' RT - - - WELCOME TO NORTH RENTON RELOCATE SIGN TO NEW POST 11 19+35 32.0' RT R2-1 30 =36 SPEED LIMIT 35 MOUNT NEW SIGN ON NEW LUMINAIRE POLE 1$$=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983(1991) DATUM CITY OF RENTON Planning/Building/Public;: Works Dept. SCALE 20 0 20 • FEET DATE: CITY OF RENTON LOGAN AVENUE N FIELDBOOK: AIRPORT WAY TO 6TH STREET PAGE: DRAWING N0: CH3 CHANNELIZATION AND SIGNING SHEET: OF: 50 96 w Q z F- U W 3 O ry n CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER SCALE ■ ■ ■ ■ ■LI • • 20 4• FEET Perteet 206-436-0515 11-800-615-990 505 5th Avenue S, Suite 300 Seattle, Washington 98104 STA 202+00 (0', 11' M—_ BEGIN APPROACH LANE LINE END LANE LINE PCC STA 200+75; R=127.33' \ BEGIN WHITE EDGE OF ROAD LINE x �A0 1 � STA 202+52 (0' 2 REVISED CHANNELIZATION NOTE PVE N OJB PAVEMENT MARKING SYMBOL SCHEDULE SYMBOL STATION OFFSET WSDOT SIGN CODE 200+70 4' RT REMARKS 200+70 7' LT 12 201+95 7' LT R3-1 201+10 15.25' LT (NO RIGHT TURN) MOUNT NEW SIGN ON NEW LUMINAIRE POLE 13 23+70 25+04 0' 36 36 DO NOT ENTER 1. STATIONS FOR ARROWS ARE TO THE BASE OF THE SYMBOL. TWLT ARROWS ARE TO THE CENTER OF THE 2—ARROW SYMBOL. 2. SEE SIGNAL PLANS FOR DETAILS OF SIGNS INSTALLED ON MAST ARMS. 3. SEE SITE PREPARATION PLANS . FOR SIGN REMOVALS. 4. EDGE OF SIGNS SHALL BE LOCATED A MINIMUM OF 2' FROM FACE OF CURB. MOUNT SIGNS AND SIGN ASSEMBLIES SO THAT THE BOTTOM OF THE SIGN (OR ASSEMBLY) IS 7' ABOVE CURB OR FILL SURFACE. SEE WSDOT STD. PLAN G-20.10-00 FOR DETAILS. 5. POST MOUNTED SIGNS, BOTH NEW AND RELOCATED , SHALL CONFORM TO WSDOT STD PLAN G-24.50-03, TYPE ST -4. SIGN SCHEDULE SIGN NO. STATION OFFSET WSDOT SIGN CODE SIGN SIZE DESCRIPTION REMARKS W (IN.) H (IN.) 12 23+00 32.0' RT R3-1 36 36 (NO RIGHT TURN) MOUNT NEW SIGN ON NEW LUMINAIRE POLE 13 23+70 45.1' RT R5-1 36 36 DO NOT ENTER INSTALL NEW SIGN AND POST 14 23+70 45.1' RT R5 -1A 42 30 WRONG WAY MOUNT NEW SIGN BELOW SIGN NO. 13 15 24+13 44.3' RT R1-2 48"X48"X48" YIELD INSTALL NEW SIGN AND POST 16 24+73 32.0' RT R3-913 24 36 CIy=NTER LANE (TWLT ARROWS) ONLY MOUNT NEW SIGN ON NEW LUMINAIRE POLE 24 200+83 35.0' LT W11-2 36 36 (PEDESTRIAN) INSTALL NEW SIGN AND POST 3/24115 SURVEYED: DESIGNED: B. POWELL DRAWN: J. BEAN CHECKED: J. THOMSEN DATE AP P R APPROVED: M. MACIAS VERTICA-- OF 1 "=20' HORIZONTAL: NAD 1983(1991) 'I R RETON I ONE INCH I DATUM AT T FULL SCALE I Planning/Building/Public: Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY DATE: CITY OF RENTON LOGAN AVENUE N FIELDBOOK: AIRPORT WAY TO N 6TH STREET PAGE: DRAWING N0: CH4 CHANNELIZATION AND SIGNING SHEEP: OF: 51 96 1i 2 Z W z W Q Z Q 0 0 J SE Y4 SEC 7, T 23 N, R 5 E, W.M. E ADDENDUM #2 CALL 2 BUSINESS DAYS BEFORE YOU DIG Pe rte et 1 800 4 -- 206-436-0515 11-800-615-990 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 Seattle, Washington 98104 CONFORMED PLAN APPROVED: � f • - • • �` REVISEDHsi I REVISION SCALE 20 0 20 40 FEET MA 108/24/151 SURVEYED: SCALE: DESIGNED: B. POWELL DRAWN: J. BEAN CHECKED: J. THOMSEN APPROVED: M. MACIAS 1 "=20' ONE IN CH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983(1991) DATUM C HAN N ELI ZATI 0 N NOTES O1 INSTALL DOUBLE YELLOW CENTER LINE PER RENTON STD. PLAN H001. O2 INSTALL SINGLE SKIP YELLOW CENTER LINE PER RENTON STD. PLAN H001. O3 INSTALL TWO-WAY LEFT TURN LANE LINE PER RENTON STD. PLAN H001. O4 INSTALL APPROACH LANE LINE PER RENTON STD. PLAN H002. O5 INSTALL LANE LINE PER RENTON STD. PLAN H002. CROSSHATCHING PER RENTON STD. PLAN H008 WITH R.P.M. OINSTALL SUBSTITUTION. EDGE OF ROAD LINE PER RENTON STD. PLAN H008 WITH R.P.M. OINSTALL SUBSTITUTION. WHITE THERMOPLASTIC TURN MARKING ARROW PER RENTON STD. OINSTALL PLAN H008. WHITE THERMOPLASTIC TWO-WAY LEFT TURN ARROWS PER RENTON OINSTALL STD. PLAN H006. 10 INSTALL 8" WHITE THERMOPLASTIC CROSSWALK PER DETAIL SHEET CHI. 11 INSTALL 24" WHITE THERMOPLASTIC STOP BAR PER RENTON STD. PLAN H008. 12 INSTALL DOTTED EXTENSION LINE PER WSDOT STD. PLAN M-20.50-02. 13 PAINT PEDESTRIAN ISLAND CURB PER DETAIL SHEET MD3. 1 14 INSTALL THERMOPLASTIC EDGE OF ROAD LINE PER RENTON STD. PLAN H008. 15 INSTALL PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64-03. _ . it \J 1 VAL-1. V •T 'v` � a�a�a�v 1 M -2o.10-02. O17 INSTALL WHITE THERMOPLASTIC "THRU & LEFT TURN" ARROW PER RENTON STD PLAN H010. SIGN LEGEND OX -NEW SIGN 1 (NEW LOCATION) EXISTING SIGN ASSEMBLY TO BE RELOCATED XX (EXISTING LOCATION) j-�- -NEW SIGN _.�._ -EXISTING SIGN GENERAL NOTES 1. STATIONS FOR ARROWS ARE TO THE BASE OF THE SYMBOL. TWLT ARROWS ARE TO THE CENTER OF THE 2 -ARROW SYMBOL. 2. SEE SIGNAL PLANS FOR DETAILS OF SIGNS INSTALLED ON MAST ARMS. 3. SEE SITE PREPARATION PLANS FOR SIGN REMOVALS. 4. EDGE OF SIGNS SHALL BE LOCATED A MINIMUM OF 2' FROM FACE OF CURB. MOUNT SIGNS AND SIGN ASSEMBLIES SO THAT THE BOTTOM OF THE SIGN (OR ASSEMBLY) IS 7' ABOVE CURB OR FILL SURFACE. SEE WSDOT STD. PLAN G-20.10-00 FOR DETAILS. 5. POST MOUNTED SIGNS, BOTH NEW AND RELOCATED , SHALL CONFORM TO WSDOT STD PLAN G-24.50-03, TYPE ST -4. PAVEMENT MARKING SYMBOL SCHEDULE SYMBOL STATION OFFSET 27+24 0' 29+74 0' s• N CITE OF CIOF RENTON � RENTON LOGAN AVENUE N AIRPORT WAY TON 6TH STREET Plan ning/Building/Publi(i. Works Dept. CHANNELIZATION AND SIGNING FIELDBOOK: PAGE: CH5 SHEET: OF: 52 96 SE Y4 SEC 7, T 23 N, R 5 Ej W.M. FEDERAL AID NO. STPUL-1 131(002 r�RD D ERIDiJ M #:2] 6 ff me] z I Wit WE I t SIGN NO. STATION OFFSET WSDOT SIGN CODE SIGN SIZE DESCRIPTION REMARKS W (IN.) H (IN.) 17 32+75 32.0' RT R3 -9B 24 36 CENTER LANE (TWLT ARROWS) ONLY MOUNT NEW SIGN ON NEW LUMINAIRE POLE 18 32+75 32'0 RT R3 -17C 30 12 ENDS MOUNT NEW SIGN BELOW SIGN NO. 17 19 34+25 32.0' RT R14-1 MOD 24 30 TRUCK ROUTE (UP ARROW) MOUNT NEW SIGN ON NEW LUMINAIRE POLE. SEE MODIFIED R14-1 DETAIL, SHEET CH2. 20 34+25 32.0' RT R3 -7R 30 30 RIGHT LANE MUST TURN RIGHT MOUNT NEW SIGN BELOW SIGN NO. 19 CALL 2 BUSINESS DAYS BEFORE YOU DIG Perteet 1 (9 Q Q 424-5555 206-436-0515 11-800-615-99 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 Seattle, Washington 98104 SCALE • • 20 4• FEET SCALE: PAVEMENT MARKING SYMBOL SCHEDULE SYMBOL STATION OFFSET O1 34+00 2.25' RT O2 INSTALL SINGLE SKIP YELLOW CENTER LINE PER RENTON STD. PLAN H001. O3 32+25 0' O4 34+00 20.75' RT 1 "=20' ONE -INCH AT T FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983{1991) A&�� DATU M SIGN LEGEND f) CD —NEW SIGN �8j (NEW LOCATION) EXISTING SIGN ASSEMBLY H TO BE RELOCATED —°J \—(EXISTING LOCATION) C) - — — NEW SIGN — EXISTING SIGN NolwyammeI 1. STATIONS FOR ARROWS ARE TO THE BASE OF THE SYMBOL. TWLT ARROWS ARE TO THE CENTER OF THE 2—ARROW SYMBOL. 2. SEE SIGNAL PLANS FOR DETAILS OF SIGNS INSTALLED ON MAST ARMS. 3. SEE SITE PREPARATION PLANS FOR SIGN REMOVALS. 4. EDGE OF SIGNS SHALL BE LOCATED A MINIMUM OF 2' FROM FACE OF CURB. MOUNT SIGNS AND SIGN ASSEMBLIES SO THAT THE BOTTOM OF THE SIGN (OR ASSEMBLY) IS 7' ABOVE CURB OR FILL SURFACE. SEE WSDOT STD. PLAN G-20.10-00 FOR DETAILS. 5. POST MOUNTED SIGNS, BOTH NEW AND RELOCATED , SHALL CONFORM TO WSDOT STD PLAN G-24.50-03, TYPE ST -4. CITY OF RENTON Planning/Building/Public:: Works Dept. CONFORMED PLAN APPROVED: f 1f l r f f f CITY OF RENTON LOGAN AVENUE N AIRPORT WAY TO N 6TH STREET CHANNELIZATION AND SIGNING FIELDBOOK: PAGE: DRAWING N0: CH6 SHEET: OF: 53 96 CHANNELIZATION NOTES O1 INSTALL DOUBLE YELLOW CENTER LINE PER RENTON STD. PLAN H001. O2 INSTALL SINGLE SKIP YELLOW CENTER LINE PER RENTON STD. PLAN H001. O3 INSTALL TWO—WAY LEFT TURN LANE LINE PER RENTON STD. PLAN H001. O4 INSTALL APPROACH LANE LINE PER RENTON STD. PLAN H002. O5 INSTALL LANE LINE PER RENTON STD. PLAN H002. CROSSHATCHING PER RENTON STD. PLAN H008 WITH R.P.M. OINSTALL SUBSTITUTION. EDGE OF ROAD LINE PER RENTON STD. PLAN H008 WITH R.P.M. OINSTALL SUBSTITUTION. INSTALL WHITE THERMOPLASTIC TURN MARKING ARROW PER RENTON STD. O PLAN H008. � OINSTALL WHITE THERMOPLASTIC TWO—WAY LEFT TURN ARROWS PER RENTON STD. PLAN H006. 10 INSTALL 8" WHITE THERMOPLASTIC CROSSWALK PER DETAIL SHEET CHI. 11 INSTALL 24" WHITE THERMOPLASTIC STOP BAR PER RENTON STD. PLAN H008. 12 INSTALL DOTTED EXTENSION LINE PER WSDOT STD. PLAN M-20.50-02. L� 13 PAINT PEDESTRIAN ISLAND CURB PER DETAIL SHEEP MD3. JJ 14 INSTALL THERMOPLASTIC EDGE OF ROAD LINE PER RENTON STD. PLAN H008. INSTALL PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD 15 PLAN F-10.64-03. INSTALL 6" WIDE YELLOW DOTTED LANE LINE PER WSDOT STD PLAN +16 M-20.10-02. 14- INSTALL WHITE THERMOPLASTIC "THRU &LEFT TURN" ARROW PER RENTON 4"a STD PLAN H01 0. SIGN LEGEND f) CD —NEW SIGN �8j (NEW LOCATION) EXISTING SIGN ASSEMBLY H TO BE RELOCATED —°J \—(EXISTING LOCATION) C) - — — NEW SIGN — EXISTING SIGN NolwyammeI 1. STATIONS FOR ARROWS ARE TO THE BASE OF THE SYMBOL. TWLT ARROWS ARE TO THE CENTER OF THE 2—ARROW SYMBOL. 2. SEE SIGNAL PLANS FOR DETAILS OF SIGNS INSTALLED ON MAST ARMS. 3. SEE SITE PREPARATION PLANS FOR SIGN REMOVALS. 4. EDGE OF SIGNS SHALL BE LOCATED A MINIMUM OF 2' FROM FACE OF CURB. MOUNT SIGNS AND SIGN ASSEMBLIES SO THAT THE BOTTOM OF THE SIGN (OR ASSEMBLY) IS 7' ABOVE CURB OR FILL SURFACE. SEE WSDOT STD. PLAN G-20.10-00 FOR DETAILS. 5. POST MOUNTED SIGNS, BOTH NEW AND RELOCATED , SHALL CONFORM TO WSDOT STD PLAN G-24.50-03, TYPE ST -4. CITY OF RENTON Planning/Building/Public:: Works Dept. CONFORMED PLAN APPROVED: f 1f l r f f f CITY OF RENTON LOGAN AVENUE N AIRPORT WAY TO N 6TH STREET CHANNELIZATION AND SIGNING FIELDBOOK: PAGE: DRAWING N0: CH6 SHEET: OF: 53 96 Lij 75 F- C) bi 3 0 I z w D z w z 0 0 1 I SE Y4 SEC 7, T 23 No R 5 El W.M. EAQDENf�IJM #2 1 I CALL 2 BUSINESS DAYS BEFORE YOU DIG '7' Perteet 1 800 424-5555 206-436-0515 11-800-615-990 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 Seattle, Washington 98104 REVISED CHANNELIZATION NOTE KOM awwory SCALE 20 0 20 40 FEET MAM 108/24/151 1 SURVEYED: SCALE: DESIGNED: 1 "-20' B. POWELL DRAWN: J. BEAN ONE INCCHECKED: AT FLLU ALE J. THOMSEN IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY I M. MACIAS PAVEMENT MARKING SYMBOL SCHEDULE SYMBOL STATION OFFSET 35+10 2.25' RT 36+03 2.25' RT 35+10 20.75' RT 36+03 20.75' RT CONFORMED PLAN APPROVED: 06F !R E )NIT 0 N VERTICAL- NAVD 1988 HORIZONTAL- NAD 1983(1991) Ali � D ATUM SIGN LEGEND OX —NEW SIGN (NEW LOCATION) EXISTING SIGN ASSEMBLY TO BE RELOCATED :y XX \—(EXISTING LOCATION) — NEW SIGN — EXISTING SIGN ,GENERAL NOTES 1. STATIONS FOR ARROWS ARE TO THE BASE OF THE SYMBOL. TWLT ARROWS ARE TO THE CENTER OF THE 2—ARROW SYMBOL. 2. SEE SIGNAL PLANS FOR DETAILS OF SIGNS INSTALLED ON MAST ARMS. 3. SEE SITE PREPARATION PLANS FOR SIGN REMOVALS. 4. EDGE OF SIGNS SHALL BE LOCATED A MINIMUM OF 2' FROM FACE OF CURB. MOUNT SIGNS AND SIGN ASSEMBLIES SO THAT THE BOTTOM OF THE SIGN (OR ASSEMBLY) IS 7' ABOVE CURB OR FILL SURFACE. SEE WSDOT STD. PLAN G-20.10-00 FOR DETAILS. 5. POST MOUNTED SIGNS, BOTH NEW AND RELOCATED , SHALL CONFORM TO WSDOT STD PLAN G-24.50-03, TYPE ST -4. DATE: NNS "R CITY OF CITY OF RENTON nELDBOOK: ba LOGAN AVENUE N PACE: RENTON AIRPORT WAY TO N 6TH STREETDRAWING NO: Planning/Building/Public.: Works Dept. CH7 CHANNELIZATION AND SIGNING F�-7 54 OF 96 w Q z v w D O ry 0- I w z z W W z 0 w > Q z Q 0 0 J J PC STA 17+54 PT STA 17+20 (9 2.3' LT) R=2' PC STA 17+19 PT STA 17+20 _/ (85.9 LT R=5' PC STA 17+25 N I SIA 11+61 (82.3 LT) SEE DETAIL THIS SHEET STA 17+44 59.3' LT) AP STA 17+92 AP STA 17+42 R=2' PC STA 17+81 (100.3' LT) - - - - - - - - - T - - - - - - - - - - r r r r r r r r r END SINGLE SKIP YELLOW CENTER LINE NE Y4 SEC 18, T 23 N, R 5 E, W.M. PC STA 18+13 1"1T C`1- A 4 7 1 On R=2' PT STA 18+16 (111.6' LT) PT STA 18+48 (104.9' LT� R=2' - PC STA 18+47 (102.4' LT) PC STA 18+18 (103.5' LT f'7T C`T A 4 O 1 A 7 PC STA 18+79 (114.5' LT) APPROACH MARKINGS R=2' PT STA 18+81 (113.1' LT) PC STA 18 (103.5' LTI AP STA 19+31 71.0 LT) 2 1 - - - - - - - - - - - - - - - - - - - - - - �1 - - BEGIN SINGLE SKIP YELLOW CENTER LINE BEGIN SINGLE SKIP YELLOW CENTER LINE END SINGLE SKIP YELLOW CENTER LINE CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER SIGN LEGEND OX —NEW SIGN (NEW LOCATION) EXISTING SIGN ASSEMBLY TO BE RELOCATED mxx (EXISTING LOCATION) -� — NEW SIGN —EXISTING SIGN SINGLE SKIP YELLOW CENTER LINE D ETAI L N.T.S. Eel 0 1 Z 0 %, mil I I Mel I 1. STATIONS FOR ARROWS ARE TO THE BASE OF THE SYMBOL. TWLT ARROWS ARE TO THE CENTER OF THE 2—ARROW SYMBOL. 2. SEE SIGNAL PLANS FOR DETAILS OF SIGNS INSTALLED ON MAST ARMS. 3. SEE SITE PREPARATION PLANS FOR SIGN REMOVALS. 4. EDGE OF SIGNS SHALL BE LOCATED A MINIMUM OF 2' FROM FACE OF CURB. MOUNT SIGNS AND SIGN ASSEMBLIES SO THAT THE BOTTOM OF THE SIGN (OR ASSEMBLY) IS 7' ABOVE CURB OR FILL SURFACE. SEE, WSDOT STD. PLAN G-20.10-00 FOR DETAILS. 5. POST MOUNTED SIGNS, BOTH NEW AND RELOCATED , SHALL CONFORM TO WSDOT STD PLAN G-24.50-03, TYPE ST -4. SCALE 010" ■ ■ • • 10 20 FEET FEDERAL AID NO. STPUL-1 131(002 STA 19+29 ZL_ REVISED CHANNELIZATION NOTE MAM 1241 - SURVEYED: scaLE: VERTICAL NAVD 1988 DATE 1 "-10' HORIZONTAL.. NAD 1983(1991) CITY OF RENTON DESIGNED: i'� CITY 01F FlELDBOOK: B. POWELL LOGAN AVENUE N PAGE: DRAWN: RENTON AIRPORT WAY T 6TH STREET J. BEAN ONE INCH DATUM O � DRAWING N0: CHECKED: AT FULL SCALE Plan nin Buildin Public. Works Dept.�,�"'�� J. THOMSEN IF NOT ONE INCH g/ g/ NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY CHANNELIZATION AND SIGNING SHEET: of M. MACIAS 56 96 0 MODIFIED R3 -5L SIGN DETAIL CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER NE �/a SEC 17, T 23 N, R 5 Ev W.M. 5 7 0 0,11 R=15' 28 %n N WORK ON THIS SHEET SHALLBE COMPLETED •' ANY • ON LOGAN AVE N CAN BE IMPLEMENTED. 250' SIGN SCHEDULE SIGN WSDOT SIGN SIGN SIZE DESCRIPTION REMARKS W (IN.) H (IN.) NO. CODE 25 R3-2 MOD 30 36 (NO LEFT TURN) TO N 1 ST ST MOUNT NEW SIGN ON EXISTING LUMINAIRE POLE. SEE MODIFIED R3-2 SIGN DETAIL, THIS SHEET. 26 R3 -5L MOD 36 42 (LEFT TURN TO PARK AVE N) (NO LEFT TURN TO N 1 ST ST) MOUNT NEW SIGN ON EXISTING MAST ARM. SEE MODIFIED R3 -5L SIGN DETAIL, THIS SHEET. 27 R3-2 MOD 30 36 (NO LEFT TURN) TO N 1 ST ST MOUNT NEW SIGN ON EXISTING LUMINAIRE POLE. SEE MODIFIED R3-2 SIGN DETAIL, THIS SHEET. 2no 8 R3-2001 36 24 (HOV) RIGHT LANE BUSES ONLY INSTALL NEW SIGN AND POST. CHANNELIZATIONREVISED NO. I REVISION MAM 08/24/151 SURVEYED: DESIGNED: B. POWELL DRAWN: J. BEAN CHECKED: J. THOMSEN BY DATE APPR APPROVED: M. MACIAS SCALE: 1 "=10' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983(1991) DATUM ! ' ! •16 ii CHANNELIZATION NOTES O1 INSTALL DOUBLE YELLOW CENTER LINE PER RENTON STD. PLAN H001. O2 INSTALL SINGLE SKIP YELLOW CENTER LINE PER RENTON STD. PLAN H001. O3 INSTALL TWO—WAY LEFT TURN LANE LINE PER RENTON STD. PLAN H001. O4 INSTALL APPROACH LANE UNE PER RENTON STD. PLAN H002. O5 INSTALL LANE LINE PER RENTON STD. PLAN H002. OINSTALL CROSSHATCHING PER RENTON STD. PLAN H008 WITH R.P.M. SUBSTITUTION. OINSTALL EDGE OF ROAD LINE PER RENTON STD. PLAN H008 WITH R.P.M. SUBSTITUTION. OINSTALL WHITE THERMOPLASTIC TURN MARKING ARROW PER RENTON STD. PLAN H008. OINSTALL WHITE THERMOPLASTIC TWO—WAY LEFT TURN ARROWS PER RENTON STD. PLAN H006. 10 INSTALL 8" WHITE THERMOPLASTIC CROSSWALK PER DETAIL SHEEP CHI. 11 INSTALL 24" WHITE THERMOPLASTIC STOP BAR PER RENTON STD. PLAN H008. 12 INSTALL DOTTED EXTENSION LINE PER WSDOT STD. PLAN M-20.50-02. 13 PAINT PEDESTRIAN ISLAND CURB PER DETAIL SHEEP MD3. 14 INSTALL THERMOPLASTIC EDGE OF ROAD LINE PER RENTON STD. PLAN H008. 15 INSTALL PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.64-03. 16 1 D L O I S M-20.10-02. INSTALL WHITE THERMOPLASTIC "THRU &LEFT TURN" ARROW PER RENTON STD PLAN H010. 18 REMOVE EXISTING PAVEMENT MARKING SYMBOL. 19 REMOVE EXISTING RAISED PAVEMENT MARKERS. 20 REMOVE EXISTING SIGN. GENERAL NOTES 1. STATIONS FOR ARROWS ARE TO THE BASE OF THE SYMBOL. TWLT ARROWS ARE TO THE CENTER OF THE 2—ARROW SYMBOL. 2. EDGE OF SIGNS SHALL BE LOCATED A MINIMUM OF 2' FROM FACE OF CURB. MOUNT SIGNS AND SIGN ASSEMBLIES SO THAT THE BOTTOM OF THE SIGN (OR ASSEMBLY) IS 7' ABOVE CURB OR FILL SURFACE. SEE WSDOT STD. PLAN G-20.10-00 FOR DETAILS. 3. POST MOUNTED SIGNS, BOTH NEW AND RELOCATED , SHALL CONFORM TO WSDOT STD PLAN G-24.50-03, TYPE ST -4. SIGN LEGEND O — NEW SIGN (NEW LOCATION) EXISTING SIGN ASSEMBLY Ell(TO BE RELOCATED \—(EXISTING LOCATION) —�- — NEW SIGN —EXISTING SIGN CONFORMED PLAN CITY OF RENTON iA .- CITY OF RENTON Planning/Building/Public; Works Dept. SCALE A-0 • 4• i• FEET CITY OF RENTON LOGAN AVENUE N AIRPORT WAY TO DTH STREET CHANNELIZATION AND SIGNING FIELDBOOK: PAGE: DRAWING NO: CH10 SHEET: OF: 57 96 E W E E Q E Q 0 0 J La NE Y4 SEC 18, T 23 Nt R 5 Ev W.M. ADDENDLUM #1 mm GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH 2014 WSDOT STANDARD PLANS & SPECIFICATIONS AND THE LATEST AMENDMENTS, APWA STANDARDS, THE CITY DEVELOPMENTAL GUIDELINES, EXCEPT AS MODIFIED BY CONTRACT PLANS AND SPECIAL PROVISIONS.. 2. UTILITY LOCATION (1-800-424-5555) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 3. THE CITY OF RENTON SHALL COORDINATE ELECTRICAL SERVICE CONNECTION WITH THE POWER COMPANY. CONTACT PUGET SOUND ENERGY REPRESENTATIVE SHERI CLARKE AT (425) 456-2701 PRIOR TO INSTALLATION OF METER BASE. 4. CONTACT TRANSPORTATION MAINTENANCE ASSISTANT MANAGER ERIC CUTSHALL FOR POLE NUMBERS. 5. ALL ILLUMINATION AND SIGNAL CONDUIT SHALL BE RIGID PVC SCHEDULE 40 EXCEPT UNDER ROADWAY WHERE RIGID PVC SCHEDULE 80 SHALL BE USED, SEE SPECIAL PROVISIONS SECTION 8-20.3(5)6. ALL INTERCONNECT (FIBER OPTIC) CONDUIT SHALL BE RIGID PVC SCHEDULE 80 WITH FLEXIBLE FABRIC INNER DUCT INSTALLED PER SPECIFICATIONS. 6. ALL CONDUIT CONTAINING COPPER CONDUCTORS SHALL INCLUDE 1-#8 GROUND WIRE (MIN. SIZE UNLESS SPECIFIED IN WIRE SCHEDULE). ALL CONDUIT SHALL CONTAIN A PULL -LINE TAPE LABELED "CITY OF RENTON". EXCEPT FOR CONDUIT TO BE USED BY ELECTRIC LIGHTWAVE. 7. JUNCTION BOXES SHALL BE KEPT OUT OF THE SIDEWALK UNLESS APPROVED BY THE ENGINEER OR INSTRUCTED ON THE PLANS. JUNCTION BOXES INSTALLED IN SIDEWALKS SHALL HAVE SKID RESISTANT LIDS PER SPECIAL PROVISIONS. ALL JUNCTION BOXES SHALL HAVE LOCKING LIDS PER COR STD PLAN #127. 8. ALL TYPE 1 AND 2 JUNCTION BOXES SHALL BE PER WSDOT STD PLAN J-40.10-03. 9. CONDUIT AND JUNCTION BOX LOCATIONS ARE SCHEMATIC AND SHOWN FOR REFERENCE ONLY. FINAL LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FIELD. 10. NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL NOT BE MORE THAN THE EQUIVALENT OF FOUR QUARTER BENDS (360 DEGREES TOTAL). IF NUMBER OF BENDS EXCEEDS 360 DEGREES, THE CONTRACTOR SHALL INSTALL ADDITIONAL JUNCTION BOXES AS REQUIRED. 11. EXISTING ILLUMINATION SHALL BE MAINTAINED DURING CONSTRUCTION IN ACCORDANCE WITH SECTION 8-20.3(1)A OF THE SPECIAL PROVISIONS. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING 10' CLEARANCE ZONE AROUND EXISTING AERIAL PRIMARY POWER LINES DURING THE CONSTRUCTION. COORDINATE WORK WITH THE PSE REPRESENTATIVE. 12. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING FIBER CONDUITS, JUNCTION BOXES, VAULTS AND ASSOCIATED EQUIPMENT PRIOR TO CONSTRUCTION. DISTURBANCE OF THESE FACILITIES IS NOT ALLOWED. NEW VAULTS AND CONDUIT SHALL BE INSTALLED PRIOR TO BEGINNING ANY FIBER OPTIC CABLE INSTALLATION AND RE-ROUTING. SEE SECTION 1-07.17 OF THE SPECIAL PROVISIONS. 13. SEE SECTION 1-07.17 AND APPENDIX G OF THE SPECIAL PROVISIONS FOR CONSTRUCTION REQUIREMENTS FOR ELECTRIC LIGHTWAVE FACILITIES. CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER INTERCONNECT FIBER SCHEDULE NO. CONDUI SIZE INNER DUCT CONDUCTORS COMMENTS EXISTING NEW JUNCTION BOX 4" 3 - 3" 25 -TA 1-48 SMFO SIGNAL INTERCONNECT - CITY OF RENTON 1 4" 3 - 3" CONDUIT WIRE SPARE 2 4„ 3 - 3" 1-144 SMFO RE-ROUTE - CITY OF RENTON 3 - 3" ZAYO TECHNOLOGIES * 4" 3 - 3" ZAYO TECHNOLOGIES * 3 4" 3 - 3" 1-144 SMFO RE-ROUTE - CITY OF RENTON 3 - 3" 1-48 SMFO SIGNAL INTERCONNECT - CITY OF RENTON 4" 3 - 3" 1-72 SMFO RE-ROUTE - CITY OF RENTON 4 4" 3 - 3" ZAYO TECHNOLOGIES * 5 4" 3 - 3" ELECTRIC LIGHTWAVE * 4" 3 - 3" 1-24 SMFO RE-ROUTE - CITY OF RENTON 6 4" 3 - 3" SPARE 7 2" 1-24 SMFO SIGNAL INTERCONNECT - CITY OF RENTON 8 NOT USED 9 NOT USED * ZAYO AND ELECTRIC LIGHTWAVE TO PULL, SPLICE, AND REMOVE THEIR OWN FIBER CABLE. SEE SECTION 1-07.17 OF THE SPECIAL PROVISIONS. ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY FEDERAL AID NO. STPUL-1 131(002) � CONSTRUCTION NOTES EE SCHEDULE' EE SCHEDULE', TYPE 1 TYPE 2 TYPE 8 AUNT ET NOTE NOTE CONSTRUCT LUMINAIRE POLE FOUNDATION PER DETAIL SHEET IL12. FURNISH AND N INSTALL DECORATIVE LUMINAIRE FIXTURE, POLE, CONDUIT, WIRING AND ALL J ASSOCIATED EQUIPMENT; APPLY DECAL NUMBERING WITH COR POLE ID# TO LUMINAIRE POLE. SEE SHEET IL9 FOR LUMINAIRE AND WIRE SCHEDULE. SEE SHEETS IL10, IL1 1, AND IL13 FOR ADDITIONAL DETAILS. SEE COR STANDARDS PLANS 1 17.1, 117.2, 117.3, 121 AND SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION. O2 INSTALL LUMINAIRE ON SIGNAL POLE, SEE SIGNAL SHEETS. 0 REMOVE EXISTING LUMINAIRE POLE, LUMINAIRE FIXTURE, JUNCTION CABLE BOX AND O ASSOCIATED CONDUIT AND WIRING. GRIND DOWN EXISTING FOUNDATION 2' BELOW W PROPOSED GRADE. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS. V„ j SALVAGE CITY OWNED POLE AND LUMINAIRE PER SPECIAL PROVISIONS SECTION (f� 2-02.3(4). .. O4 PROTECT EXISTING LUMINAIRE AND CONDUIT. MAINTAIN POWER DURING CONSTRUCTION. 0 REMOVE AND REPLACE EXISTING JUNCTION BOX WITH TYPE 2 JUNCTION BOX PER Lo WSDOT STD PLAN J-40.10-03. ROUTE NEW CONDUIT INTO NEW TYPE 2 JUNCTION + BOX. COIL 600 FEET OF SLACK 48 -STRAND SMFO CABLE IN JUNCTION BOX. O INTERCEPT EXISTING CONDUIT COMING FROM JUNCTION BOX (APPROX STA 16+45 LT) r-- AND ROUTE TO EXISTING JUNCTION BOX. SPLICE FIBER PER INTERCONNECT FIBER SCHEDULE. O INSTALL CONDUITS INTO EXISTING JUNCTION BOX. SPLICE CONDUCTORS PER WIRE -- SCHEDULE. PROTECT EXISTING CONDUIT TO THE SOUTH. REMOVE EXISTING CONDUIT f� TO THE NORTH. 8 INSTALL CONDUIT INTO EXISTING JUNCTION BOX. SPLICE CONDUCTORS PER WIRE SCHEDULE. PROTECT EXISTING CONDUIT TO THE NORTH. REMOVE EXISTING CONDUITS TO THE SOUTH AND EAST. PULL EXISTING 144 -STRAND SMFO CABLE INTO VAULT FROM EXISTING JUNCTION BOX --� (APPROX. M -LINE STA 103+50 RT) USING NEW CONDUIT. SPLICE FIBER PER INTERCONNECT FIBER SCHEDULE. = 10 PULL EXISTING 72 -STRAND SMFO CABLE INTO VAULT FROM EXISTING JUNCTION BOX APPROX L -LINE 36+35 RT USING NEW CONDUIT. SPLICE FIBER PER INTERCONNECT - FIBER SCHEDULE. O11 INSTALL CONDUIT INTO EXISTING ITS JUNCTION BOX AND RE-ROUTE EXISTING 72- STRAND SMFO CABLE TO NEW VAULT (L -LINE STA 23+15 RT USING NEW CONDUIT. 12 PROTECT EXISTING SERVICE CABINET. 13 CONSTRUCT COMBINED CONTROLLER/BBS/CONTACTOR CONCRETE FOUNDATION PER COR STD PLAN 126.2. FURNISH AND INSTALL CONTROLLER CABINET PER SIGNAL PLANS. PROVIDE AND INSTALL FULLY FURNISHED 120/240V ELECTRICAL SERVICE CABINET PER COR STD PLAN 122.2 AND 123. CONNECT ALL FIELD WIRING, TRANSPORTATION MAINTENANCE ASSISTANT MANAGER ERIC CUTSHALL WILL COORDINATE POWER CONNECTION WITH THE UTILITY COMPANY ONCE STREET LIGHTING INSPECTION IS SIGNED OFF. RUN 1-2" SPARE CONDUIT TO ADJACENT JUNCTION BOX. O14 REMOVE EXISTING SERVICE CABINET AND SALVAGE PER SPECIAL PROVISIONS SECTION 2-02.3(4). 15 RELOCATE EXISTING PRIVATE LUMINAIRE ONTO NEW LUMINAIRE POLE FOUNDATION PER DETAIL SHEET IL12. REMOVE EXISTING JUNCTION BOX, AND ASSOCIATED CONDUIT AND WIRING. GRIND DOWN EXISTING FOUNDATION 2' BELOW PROPOSED GRADE. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS. SEE SHEET IL5 FOR LUMINAIRE SCHEDULE AND IL6 FOR WIRING SCHEDULE. ALL WORK REQUIRED IN RELOCATING LUMINAIRES, INCLUDING ALL ASSOCIATED JUNCTION BOXES, CONDUIT, AND CONDUCTORS AND THEIR INSTALLATION IS PAID BY SCHEDULE E. 16 INSTALL SMALL CABLE VAULT PER WSDOT STD PLAN J-90.21-00. 17 ROUTE CONDUIT INTO EXISTING VAULT. PROTECT AND MAINTAIN EXISTING CONDUIT AND FIBER IN PLACE. 18 PROTECT AND MAINTAIN EXISTING CONDUIT CROSSING. ILLUMINATION LEGEND 19 ADJUST EXISTING ILLUMINATION JUNCTION BOX TO GRADE. INSTALL SKID -RESISTANT LID PER SPECIAL PROVISIONS. EE SCHEDULE: 20 INSTALL SMALL CABLE VAULT FURNISHED BY ELECTRIC LIGHTWAVE AND TO BE USED BY ELECTRIC LIGHTWAVE. EE SCHEDULE; 0 Ld Q z C) 3 0 n Lj Li.! 0 LCA CALL 2 BUSINESS DAYS BEFORE YOU DIG ., Perteet 1 800 4 - 206-436-0515 11-800-615-990 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 Seattle, Washington 98104 NE Y4 SEC 18, T 23 N, R 5 Ej W.M. GENERAL NOTES 1. SEE SHEET IL1 FOR GENERAL NOTES AND INTERCONNECT WIRING SCHEDULE. 2. SEE SHEET IL9 FOR LUMINAIRE SCHEDULE AND ILLUMINATION WIRING SCHEDULE. ffm REVISION CONTRACTOR TO EXERCISE CARE WHEN WORKING IN THE VICINITY OF WATER LINE TO PREVENT ANY DAMAGES. IF DAMAGED, ALL ASSOCIATED COSTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ILLUMINATION LEGEND �-� LUMINAIRE —SEE SCHEDULE LUMINAIRE —SEE SCHEDULE m JUNCTION BOX TYPE 1 D JUNCTION BOX TYPE 2 JUNCTION BOX TYPE 8 25—TA SMALL CABLE VAULT SERVICE CABINET ------- CONDUIT CONDUIT WIRE NOTE OX CONSTRUCTION NOTE SURVEYED: DESIGNED: M. MACIAS DRAWN: J. BEAN CHECKED: J. THOMSEN BY DATE AP P RWPROVED: M. MACIAS r-7 X x 11A 1 "=20' ONE INCH � AT FULL SCALEAT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAW 1988 HORIZONTAL- NAD 1983(1991) DATUM W {) LO r— Q V) L1J _z I 0 j - Q CONSTRUCTION NOTES OCONSTRUCT LUMINAIRE POLE FOUNDATION PER DETAIL SHEET ILt 2. FURNISH AND INSTALL DECORATIVE LUMINAIRE FIXTURE, POLE, CONDUIT, WIRING AND ALL ASSOCIATED EQUIPMENT; APPLY DECAL NUMBERING WITH COR POLE ID# TO LUMINAIRE POLE. SEE SHEET IL9 FOR LUMINAIRE AND WIRE SCHEDULE. SEE SHEETS IL10, IL11, AND 1113 FOR ADDITIONAL DETAILS. SEE COR STANDARDS PLANS 117.1, 117.29 117.3, 121 AND SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION. O2 INSTALL LUMINAIRE ON SIGNAL POLE, SEE SIGNAL SHEETS. OREMOVE EXISTING LUMINAIRE POLE, LUMINAIRE FIXTURE, JUNCTION CABLE BOX AND ASSOCIATED CONDUIT AND WIRING. GRIND DOWN EXISTING FOUNDATION 2' BELOW PROPOSED GRADE. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS. SALVAGE CIN OWNED POLE AND LUMINAIRE PER SPECIAL PROVISIONS SECTION 2-02.3(4). OPROTECT EXISTING LUMINAIRE AND CONDUIT. MAINTAIN POWER DURING CONSTRUCTION. OREMOVE AND REPLACE EXISTING JUNCTION 80X WITH TYPE 2 JUNCTION BOX PER WSDOT STD PLAN J-40.10-03. ROUTE NEW CONDUIT INTO NEW TYPE 2 JUNCTION BOX. COIL 600 FEET OF SLACK 48—STRAND SMFO CABLE IN JUNCTION BOX. OINTERCEPT EXISTING CONDUIT COMING FROM JUNCTION BOX (APPROX STA 16+45 LT) AND ROUTE TO EXISTING JUNCTION BOX. SPLICE FIBER PER INTERCONNECT FIBER SCHEDULE. O� INSTALL CONDUITS INTO EXISTING JUNCTION BOX. SPLICE CONDUCTORS PER WIRE SCHEDULE. PROTECT EXISTING CONDUIT TO THE SOUTH. REMOVE EXISTING CONDUIT TO THE NORTH. O8 INSTALL CONDUIT INTO EXISTING JUNCTION BOX. SPLICE CONDUCTORS PER WIRE SCHEDULE. PROTECT EXISTING CONDUIT TO THE NORTH. REMOVE EXISTING CONDUITS TO THE SOUTH AND EAST. O9 PULL EXISTING 144—STRAND SMFO CABLE INTO VAULT FROM EXISTING JUNCTION BOX (APPROX. M—LINE STA 103+50 RT) USING NEW CONDUIT. SPLICE FIBER PER INTERCONNECT FIBER SCHEDULE. OPULL EXISTING 72—STRAND SMFO CABLE INTO VAULT FROM EXISTING JUNCTION BOX (APPROX L—LINE 36+35 RT) USING NEW CONDUIT. SPLICE FIBER PER INTERCONNECT FIBER SCHEDULE. INSTALL CONDUIT INTO EXISTING ITS JUNCTION BOX AND RE—ROUTE EXISTING 72— STRAND SMFO CABLE TO NEW VAULT (L—LINE STA 23+15 RT) USING NEW CONDUIT. 12 PROTECT EXISTING SERVICE CABINET. 13 CONSTRUCT COMBINED CONTROLLER/BBS/CONTACTOR CONCRETE FOUNDATION PER COR STD PLAN 126.2. FURNISH AND INSTALL CONTROLLER CABINET PER SIGNAL PLANS. PROVIDE AND INSTALL FULLY FURNISHED 120/240V ELECTRICAL SERVICE CABINET PER COR STD PLAN 122.2 AND 123. CONNECT ALL FIELD WIRING, TRANSPORTATION MAINTENANCE ASSISTANT MANAGER ERIC CUTSHALL WILL COORDINATE POWER CONNECTION WITH THE UTILITY COMPANY ONCE STREET LIGHTING INSPECTION IS SIGNED OFF. RUN 1-2" SPARE CONDUIT TO ADJACENT JUNCTION BOX. REMOVE EXISTING SERVICE CABINET AND SALVAGE PER SPECIAL PROVISIONS SECTION 14 2_02.3(4). � 5 RELOCATE EXISTING PRIVATE LUMINAIRE ONTO NEW LUMINAIRE POLE FOUNDATION PER DETAIL SHEET IL12. REMOVE EXISTING JUNCTION BOX, AND ASSOCIATED CONDUIT AND WIRING. GRIND DOWN EXISTING FOUNDATION 2' BELOW PROPOSED GRADE. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS. SEE SHEET IL5 FOR LUMINAIRE SCHEDULE AND IL6 FOR WIRING SCHEDULE. ALL WORK REQUIRED IN RELOCATING LUMINAIRES, INCLUDING ALL ASSOCIATED JUNCTION BOXES, CONDUIT, AND CONDUCTORS AND THEIR INSTALLATION IS PAID BY SCHEDULE E. 16 INSTALL SMALL CABLE VAULT PER WSDOT STD PIAN J-90.21-00. ROUTE CONDUIT INTO EXISTING VAULT. PROTECT AND MAINTAIN EXISTING CONDUIT AND FIBER IN PLACE. 18 PROTECT AND MAINTAIN EXISTING CONDUIT CROSSING. � 9 ADJUST EXISTING ILLUMINATION JUNCTION BOX TO GRADE. INSTALL SKID—RESISTANT LID PER SPECIAL PROVISIONS. 20 INSTALL SMALL CABLE VAULT FURNISHED BY ELECTRIC LIGHTWAVE AND TO BE USED BY ELECTRIC LIGHTWAVE. 2� INTERCEPT EXISTING SIGNAL INTERCONNECT CONDUIT ALONG N 4TH ST THAT RUNS INTO EXISTING ITS VAULT. ROUTE EXISTING CONDUIT INTO NEW 25—TA VAULT. 22 INTERCEPT EXISTING FIBER CONDUIT AND INSTALL TYPE 2 JUNCTION BOX PER WSDOT STD PLAN J-40.10-03. RE—ROUTE EXISTING FIBER THAT CROSSES LOGAN AVE N INTO NEW CONDUIT AND 25—TA VAULT. 23 PROTECT EXISTING ITS JUNCTION BOX, ALL ASSOCIATED CONDUIT AND FIBER DURING CONSTRUCTION. PROPOSED UNDERGROUND SYSTEM MUST BE COMPLETED PRIOR TO RE—ROUTING OF FIBER. ONCE FIBER HAS BEEN RE—ROUTED, REMOVE EXISTING JUNCTION BOX AND ABANDON CONDUIT. SEE SECTION 1-07.17 OF THE SPECIAL PROVISIONS. 24 INSTALL TYPE 8 JUNCTION BOX PER WSDOT STD PLAN J-40.30-03. 25 INSTALL CONDUIT INTO EXISTING ITS JUNCTION BOX AND RE—ROUTE EXISTING 144— STRAND SMFO CABLE TO NEW VAULT (M—LINE STA 101+01 RT) USING NEW CONDUIT. 26 INSTALL CONDUITS INTO EXISTING JUNCTION BOX. SPLICE CONDUCTORS PER WIRE SCHEDULE. REMOVE EXISTING CONDUITS TO THE NORTH AND SOUTH. 2� INTERCEPT EXISTING BURIED POWER CONDUCTORS AND INSTALL TYPE 1 JUNCTION BOX PER WSDOT STD PLAN J-40.10-03. SPLICE CONDUCTORS PER WIRE SCHEDULE. 28 SEE APPENDIX I OF THE SPECIAL PROVISIONS FOR AS—BUILT RECORDS OF BOEING PARKING LOT ILLUMINATION SYSTEM. C ONFORMED PLAN APPROVED: /'6-00F RENTON , `rl E I - CITY OF 4 RENTON Planning/Building/Publi+;: Works Dept. SCALE • • 20 '• FEET DATE: CITY OF RENTON LOGANAVENUE N FIELDBOOK: AIRPORT WAY TO N 6TH STREET PAGE: DRAWING N0: IL2 ILLUMINATION AND INTERCONNECT PLAN SHEET: OF: 59 96 Lij Q z U W 0 Of z W E z W Q z Q 0 0 J 0 L0 W E_ .r! kmo CONTRACTOR TO EXERCISE CARE WHEN WORKING IN THE VICINITY OF WATER LINE TO PREVENT ANY DAMAGES. IF DAMAGED, ALL ASSOCIATED COSTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER NE �/a SEC 18, T 23 N, R 5 E, W.M. � W � s 16 23 \ � oy 2 e � (100+76 20 I / I / � NO. REVISION d- il W uj uo 0 0 N N W z 1"%cK1 E'0 A 1 KInTCC 1. SEE SHEET IL1 FOR GENERAL NOTES AND INTERCONNECT WIRING SCHEDULE. 2. SEE SHEET IL9 FOR LUMINAIRE SCHEDULE AND ILLUMINATION WIRING SCHEDULE. it 1 1 IL41KIATinKI i cncKin —� SERVICE "S2" LUMINAIRE - SEE SCHEDULE LUMINAIRE - SEE SCHEDULE m JUNCTION BOX TYPE 1 SEE SIGNAL SHEETS FOR Q JUNCTION BOX TYPE 2 CONTINUATION OF SIGNAL INTERCONNECT NJ JUIV(;IIUIV rsux irrt u 25 -TA SMALL CABLE VAULT SERVICE CABINET ------- CONDUIT CONDUIT WIRE NOTE CONSTRUCTION NOTE CONFORMED PLAN SURVEYED: DESIGNED: M. MACIAS DRAWN: J. BEAN CHECKED: J. THOMSEN BY DATEAPPR APPROVED: M. MACIAS 1 "=20' ONE INC AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL• NAW 1988 HORIZONTAL- NAD 1983(1991) DATUM f • AlbOF , Rum CONSTRUCTION NOTES OCONSTRUCT LUMINAIRE POLE FOUNDATION PER DETAIL SHEET IL12. FURNISH AND INSTALL DECORATIVE LUMINAIRE FIXTURE, POLE, CONDUIT, WIRING AND ALL ASSOCIATED EQUIPMENT; APPLY DECAL NUMBERING WITH COR POLE ID# TO LUMINAIRE POLE. SEE SHEET IL9 FOR LUMINAIRE AND WIRE SCHEDULE. SEE SHEETS IL10, IL11, AND IL13 FOR ADDITIONAL DETAILS. SEE COR STANDARDS PLANS 117.1, 117.2, 117.3, 121 AND SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION. O2 INSTALL LUMINAIRE ON SIGNAL POLE, SEE SIGNAL SHEETS. OREMOVE EXISTING LUMINAIRE POLE, LUMINAIRE FIXTURE, JUNCTION CABLE BOX AND ASSOCIATED CONDUIT AND WIRING. GRIND DOWN EXISTING FOUNDATION 2' BELOW PROPOSED GRADE. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS. SALVAGE CIN OWNED POLE AND LUMINAIRE PER SPECIAL PROVISIONS SECTION 2-02.3(4). O PROTECT EXISTING LUMINAIRE AND CONDUIT. MAINTAIN POWER DURING CONSTRUCTION. OREMOVE AND REPLACE EXISTING JUNCTION BOX WITH TYPE 2 JUNCTION BOX PER WSDOT STD PLAN J-40.10-03. ROUTE NEW CONDUIT INTO NEW TYPE 2 JUNCTION BOX. COIL 600 FEET OF SLACK 48 -STRAND SMFO CABLE IN JUNCTION BOX. OINTERCEPT EXISTING CONDUIT COMING FROM JUNCTION BOX (APPROX STA 16+45 LT) AND ROUTE TO EXISTING JUNCTION BOX. SPLICE FIBER PER INTERCONNECT FIBER SCHEDULE. OINSTALL CONDUITS INTO EXISTING JUNCTION BOX. SPLICE CONDUCTORS PER WIRE SCHEDULE. PROTECT EXISTING CONDUIT TO THE SOUTH. REMOVE EXISTING CONDUIT TO THE NORTH. OINSTALL CONDUIT INTO EXISTING JUNCTION BOX. SPLICE CONDUCTORS PER WIRE SCHEDULE. PROTECT EXISTING CONDUIT TO THE NORTH. REMOVE EXISTING CONDUITS TO THE SOUTH AND EAST. O9 PULL EXISTING 144 -STRAND SMFO CABLE INTO VAULT FROM EXISTING JUNCTION BOX (APPROX. M -LINE STA 103+50 RT) USING NEW CONDUIT. SPLICE FIBER PER INTERCONNECT FIBER SCHEDULE. O10 PULL EXISTING 72 -STRAND SMFO CABLE INTO VAULT FROM EXISTING JUNCTION BOX (APPROX L -LINE 36+35 RT) USING NEW CONDUIT. SPLICE FIBER PER INTERCONNECT FIBER SCHEDULE. INSTALL CONDUIT INTO EXISTING ITS JUNCTION BOX AND RE-ROUTE EXISTING 72 - STRAND SMFO CABLE TO NEW VAULT (L -LINE STA 23+15 RT) USING NEW CONDUIT. 12 PROTECT EXISTING SERVICE CABINET. �3 CONSTRUCT COMBINED CONTROLLER/BBS/CONTACTOR CONCRETE FOUNDATION PER COR STD PLAN 126.2. FURNISH AND INSTALL CONTROLLER CABINET PER SIGNAL PLANS. PROVIDE AND INSTALL FULLY FURNISHED 120/240V ELECTRICAL SERVICE CABINET PER COR STD PLAN 122.2 AND 123. CONNECT ALL FIELD WIRING, TRANSPORTATION MAINTENANCE ASSISTANT MANAGER ERIC CUTSHALL WILL COORDINATE POWER CONNECTION WITH THE UTILITY COMPANY ONCE STREET LIGHTING INSPECTION IS SIGNED OFF. RUN 1-2" SPARE CONDUIT TO ADJACENT JUNCTION BOX. REMOVE EXISTING SERVICE CABINET AND SALVAGE PER SPECIAL PROVISIONS SECTION � 4 2-02.3(4). � 5 RELOCATE EXISTING PRIVATE LUMINAIRE ONTO NEW LUMINAIRE POLE FOUNDATION PER DETAIL SHEET IL12. REMOVE EXISTING JUNCTION BOX, AND ASSOCIATED CONDUIT AND WIRING. GRIND DOWN EXISTING FOUNDATION 2' BELOW PROPOSED GRADE. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS. SEE SHEET IL5 FOR LUMINAIRE SCHEDULE AND IL6 FOR WIRING SCHEDULE. ALL WORK REQUIRED IN RELOCATING LUMINAIRES, INCLUDING ALL ASSOCIATED JUNCTION BOXES, CONDUIT, AND CONDUCTORS AND THEIR INSTALLATION IS PAID BY SCHEDULE E. 16 INSTALL SMALL CABLE VAULT PER WSDOT STD PLAN J-90.21-00. OROUTE CONDUIT INTO EXISTING VAULT. PROTECT AND MAINTAIN EXISTING CONDUIT AND FIBER IN PLACE. 18 PROTECT AND MAINTAIN EXISTING CONDUIT CROSSING. � 9 ADJUST EXISTING ILLUMINATION JUNCTION BOX TO GRADE. INSTALL SKID -RESISTANT LID PER SPECIAL PROVISIONS. O20 INSTALL SMALL CABLE VAULT FURNISHED BY ELECTRIC LIGHTWAVE AND TO BE USED BY ELECTRIC LIGHTWAVE. 2� INTERCEPT EXISTING SIGNAL INTERCONNECT CONDUIT ALONG N 4TH ST THAT RUNS INTO EXISTING ITS VAULT. ROUTE EXISTING CONDUIT INTO NEW 25 -TA VAULT. 22 INTERCEPT EXISTING FIBER CONDUIT AND INSTALL TYPE 2 JUNCTION BOX PER WSDOT STD PLAN J-40.10-03. RE-ROUTE EXISTING FIBER THAT CROSSES LOGAN AVE N INTO NEW CONDUCT AND 25 -TA VAULT. 23 PROTECT EXISTING ITS JUNCTION BOX, ALL ASSOCIATED CONDUIT AND FIBER DURING CONSTRUCTION. PROPOSED UNDERGROUND SYSTEM MUST BE COMPLETED PRIOR TO RE-ROUTING OF FIBER. ONCE FIBER HAS BEEN RE-ROUTED, REMOVE EXISTING JUNCTION BOX AND ABANDON CONDUIT. SEE SECTION 1-07.17 OF THE SPECIAL PROVISIONS. 24 INSTALL TYPE 8 JUNCTION BOX PER WSDOT STD PLAN J-40.30-03. 25 INSTALL CONDUIT INTO EXISTING ITS JUNCTION BOX AND RE-ROUTE EXISTING 144 - STRAND SMFO CABLE TO NEW VAULT (M -LINE STA 101+01 RT) USING NEW CONDUIT. 26 INSTALL CONDUITS INTO EXISTING JUNCTION BOX. SPLICE CONDUCTORS PER WIRE SCHEDULE. REMOVE EXISTING CONDUITS TO THE NORTH AND SOUTH. 2� INTERCEPT EXISTING BURIED POWER CONDUCTORS AND INSTALL TYPE 1 JUNCTION BOX PER WSDOT STD PLAN J-40.10-03. SPLICE CONDUCTORS PER WIRE SCHEDULE. 28 SEE APPENDIX I OF THE SPECIAL PROVISIONS FOR AS -BUILT RECORDS OF BOEING PARKING LOT ILLUMINATION SYSTEM. aIR CITY OF EN TON Planning/Building/Publi+F. Works Dept. SCALE ■ ■ ■ ■ ■ • • 20 4• FEET CITY OF RENTON LOGAN AVENUE N AIRPORT WAY TO 6TH STREET ILLUMINATION AND INTERCONNECT PLAN DATE: FlELDBOOK: PAGE: DRAWING NO: 10 SHEET: OF: 60 96 w Q z w CK Q_ NE Y4 SEC 18, T 23 Nq R 5 E, W.M. z � w OF ' • o :D z w w W V) a o 0 + O N J N iz J CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER SEE SIGNAL SHEETS FOR CONTINUATION OF SIGNAL INTERCONNECT SE �/a SEC 7, T 23 N, R 5 E, W.M. w Z_ I I U Q CONTRACTOR TO EXERCISE CARE WHEN WORKING IN THE VICINITY OF WATER LINE TO PREVENT ANY DAMAGES. IF DAMAGED, ALL ASSOCIATED COSTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. � \ GFNFRAI NOTFS 1. SEE SHEET IL1 FOR GENERAL NOTES AND INTERCONNECT WIRING SCHEDULE. 2. SEE SHEET IL9 FOR LUMINAIRE SCHEDULE AND ILLUMINATION WIRING SCHEDULE. 11 1 1 lk AlKI A-rinK1 1 cncKIn LUMINAIRE — SEE SCHEDULE LUMINAIRE — SEE SCHEDULE AVS N m JUNCTION BOX TYPE 1 D JUNCTION BOX TYPE 2 JUNCTION BOX TYPE 8 j 25—TA SMALL CABLE VAULT SERVICE CABINET ------- CONDUIT CONDUIT WIRE NOTE CONSTRUCTION NOTE 'CONFORMED PLAN SURVEYED: DESIGNED: M. MACIAS DRAWN: J. BEAN CHECKED: J. THOMSEN NO. REVISION BY DATE I APPR APPROVED: M. MACIAS 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983(1991) 4DATUM \\--P CONSTRUCTION NOTES OCONSTRUCT LUMINAIRE POLE FOUNDATION PER DETAIL SHEET IL12. FURNISH AND INSTALL DECORATIVE LUMINAIRE FIXTURE, POLE, CONDUIT, WIRING AND ALL ASSOCIATED EQUIPMENT; APPLY DECAL NUMBERING WITH COR POLE ID# TO LUMINAIRE POLE. SEE SHEET IL9 FOR LUMINAIRE AND WIRE SCHEDULE. SEE SHEETS IL10, IL11, AND IL13 FOR ADDITIONAL DETAILS. SEE COR STANDARDS PLANS 117.1, 117.2, 117.3, 121 AND SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION. O2 INSTALL LUMINAIRE ON SIGNAL POLE, SEE SIGNAL SHEETS. OREMOVE EXISTING LUMINAIRE POLE, LUMINAIRE FIXTURE, JUNCTION CABLE BOX AND ASSOCIATED CONDUIT AND WIRING. GRIND DOWN EXISTING FOUNDATION 2' BELOW PROPOSED GRADE. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS. SALVAGE CITY OWNED POLE AND LUMINAIRE PER SPECIAL PROVISIONS SECTION 2-02.3(4). O4 PROTECT EXISTING LUMINAIRE AND CONDUIT. MAINTAIN POWER DURING CONSTRUCTION. O5 REMOVE AND REPLACE EXISTING JUNCTION BOX WITH TYPE 2 JUNCTION BOX PER WSDOT STD PLAN J-40.10-03. ROUTE NEW CONDUIT INTO NEW TYPE 2 JUNCTION BOX. COIL 600 FEET OF SLACK 48—STRAND SMFO CABLE IN JUNCTION BOX. OINTERCEPT EXISTING CONDUIT COMING FROM JUNCTION BOX (APPROX STA 16+45 LT) AND ROUTE TO EXISTING JUNCTION BOX. SPLICE FIBER PER INTERCONNECT FIBER SCHEDULE. O� INSTALL CONDUITS INTO EXISTING JUNCTION BOX. SPLICE CONDUCTORS PER WIRE SCHEDULE. PROTECT EXISTING CONDUIT TO THE SOUTH. REMOVE EXISTING CONDUIT TO THE NORTH. O8 INSTALL CONDUIT INTO EXISTING JUNCTION BOX. SPLICE CONDUCTORS PER WIRE SCHEDULE. PROTECT EXISTING CONDUIT TO THE NORTH. REMOVE EXISTING CONDUITS TO THE SOUTH AND EAST. OPULL EXISTING 144—STRAND SMFO CABLE INTO VAULT FROM EXISTING JUNCTION BOX (APPROX. M—LINE STA 103+50 RT) USING NEW CONDUIT. SPLICE FIBER PER INTERCONNECT FIBER SCHEDULE. OPULL EXISTING 72—STRAND SMFO CABLE INTO VAULT FROM EXISTING JUNCTION BOX (APPROX L—LINE 36+35 RT) USING NEW CONDUIT. SPLICE FIBER PER INTERCONNECT FIBER SCHEDULE. INSTALL CONDUIT INTO EXISTING ITS JUNCTION BOX AND RE—ROUTE EXISTING 72— STRAND SMFO CABLE TO NEW VAULT (L—LINE STA 23+15 RT) USING NEW CONDUIT. 12 PROTECT EXISTING SERVICE CABINET. 13 CONSTRUCT COMBINED CONTROLLER/BBS/CONTACTOR CONCRETE FOUNDATION PER COR STD PLAN 126.2. FURNISH AND INSTALL CONTROLLER CABINET PER SIGNAL PLANS. PROVIDE AND INSTALL FULLY FURNISHED 120/240V ELECTRICAL SERVICE CABINET PER COR STD PLAN 122.2 AND 123. CONNECT ALL FIELD WIRING, TRANSPORTATION MAINTENANCE ASSISTANT MANAGER ERIC CUTSHALL WILL COORDINATE POWER CONNECTION WITH THE UTILITY COMPANY ONCE STREET LIGHTING INSPECTION IS SIGNED OFF. RUN 1-2" SPARE CONDUIT TO ADJACENT JUNCTION BOX. REMOVE EXISTING SERVICE CABINET AND SALVAGE PER SPECIAL PROVISIONS SECTION � 4 2-02.3(4). 15 RELOCATE EXISTING PRIVATE LUMINAIRE ONTO NEW LUMINAIRE POLE FOUNDATION PER DETAIL SHEET IL12. REMOVE EXISTING JUNCTION BOX, AND ASSOCIATED CONDUIT AND WIRING. GRIND DOWN EXISTING FOUNDATION 2' BELOW PROPOSED GRADE. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS. SEE SHEET IL5 FOR LUMINAIRE SCHEDULE AND IL6 FOR WIRING SCHEDULE. ALL WORK REQUIRED IN RELOCATING LUMINAIRES, INCLUDING ALL ASSOCIATED JUNCTION BOXES, CONDUIT, AND CONDUCTORS AND THEIR INSTALLATION IS PAID BY SCHEDULE E. 16 INSTALL SMALL CABLE VAULT PER WSDOT STD PLAN J-90.21-00. ROUTE CONDUIT INTO EXISTING VAULT. PROTECT AND MAINTAIN EXISTING CONDUIT AND FIBER M PLACE. 18 PROTECT AND MAINTAIN EXISTING CONDUIT CROSSING. � 9 ADJUST EXISTING ILLUMINATION JUNCTION BOX TO GRADE. INSTALL SKID—RESISTANT LID PER SPECIAL PROVISIONS. 20 INSTALL SMALL CABLE VAULT FURNISHED BY ELECTRIC LIGHTWAVE AND TO BE USED BY ELECTRIC LIGHTWAVE. 2� INTERCEPT EXISTING SIGNAL INTERCONNECT CONDUIT ALONG N 4TH ST THAT RUNS INTO EXISTING ITS VAULT. ROUTE EXISTING CONDUIT INTO NEW 25—TA VAULT. 22 INTERCEPT EXISTING FIBER CONDUIT AND INSTALL TYPE 2 JUNCTION BOX PER WSDOT STD PLAN J-40.10-03. RE—ROUTE EXISTING FIBER THAT CROSSES LOGAN AVE N INTO NEW CONDUIT AND 25—TA VAULT. 23 PROTECT EXISTING ITS JUNCTION BOX, ALL ASSOCIATED CONDUIT AND FIBER DURING CONSTRUCTION. PROPOSED UNDERGROUND SYSTEM MUST BE COMPLETED PRIOR TO RE—ROUTING OF FIBER. ONCE FIBER HAS BEEN RE—ROUTED, REMOVE EXISTING JUNCTION BOX AND ABANDON CONDUIT. SEE SECTION 1-07.17 OF THE SPECIAL PROVISIONS. 24 INSTALL TYPE 8 JUNCTION BOX PER WSDOT STD PLAN J-40.30-03. 25 INSTALL CONDUIT INTO EXISTING ITS JUNCTION BOX AND RE—ROUTE EXISTING 144— STRAND SMFO CABLE TO NEW VAULT (M—LINE STA 101+01 RT) USING NEW CONDUIT. 26 INSTALL CONDUITS INTO EXISTING JUNCTION BOX. SPLICE CONDUCTORS PER WIRE SCHEDULE. REMOVE EXISTING CONDUITS TO THE NORTH AND SOUTH. 2� INTERCEPT EXISTING BURIED POWER CONDUCTORS AND INSTALL TYPE 1 JUNCTION BOX PER WSDOT STD PLAN J-40.10-03. SPLICE CONDUCTORS PER WIRE SCHEDULE. 28 SEE APPENDIX I OF THE SPECIAL PROVISIONS FOR AS—BUILT RECORDS OF BOEING PARKING LOT ILLUMINATION SYSTEM. APPROVED: DAfEZ OF ' • 'ORCITY OF RENTON Planning/Building/Public;; Works Dept. SCALE 20 0 20 40 FEET CITY OF RENTON LOGAN AVENUE N AIRPORT WAY TO N 6TH STREET ILLUMINATION AND INTERCONNECT PLAN FIELDBOOK: PAGE: DRAWING NO: IL4 SHEET: OF: fit 96 z w z w z a C) 0 Uj 2 U Q SE �/� SEC 7, T 23 N, R 5 E, W.M. Uj Z J — — — —son S17E 11..6 CONTRACTOR TO EXERCISE CARE WHEN WORKING IN THE VICINITY OF WATER LINE TO PREVENT ANY GENERAL NOTES DAMAGES. IF DAMAGED, ALL ASSOCIATED COSTS 1. SEE SHEET IL1 FOR GENERAL NOTES AND INTERCONNECT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. WIRING SCHEDULE. LUMINAIRE SCHEDULE EX. BOEING PEDESTAL LUMINAIRE STATION OFFSET LUMINAIRE TYPE FOUNDATION ION CIRCUIT COMMENTS 601 L—LINE STA 25+18.5 49.5' RT EX. SINGLE SHOEBOX 3 1 SEE DETAIL B ON SHEET IL12 B02 L—LINE STA 26+70.5 48.5 RT EX. DUAL SHOEBOX 3 1 SEE DETAIL B ON SHEEP IL12 603 L—LINE STA 28+01 47.0' RT EX. SINGLE SHOEBOX 3 1 SEE DETAIL B ON SHEET IL12 604 L—LINE STA 29+28 46.5' RT EX. DUAL SHOEBOX 3 1 SEE DETAIL B ON SHEET IL12 B05 L—LINE STA 30+25 58.0' RT EX. SINGLE SHOEBOX 3 4 SEE DETAIL B ON SHEET IL12 B06 L—LINE STA 31+63.5 52.0' RT EX. DUAL SHOEBOX 3 4 SEE DETAIL B ON SHEET IL12 B07 L—LINE STA 33+05 51.0' RT EX. SINGLE SHOEBOX 3 2 SEE DETAIL B ON SHEET IL12 608 L—LINE STA 34+33 51.0' RT EX. DUAL SHOEBOX 3 2 SEE DETAIL B ON SHEET ILt 2 609 L—LINE STA 36+08 56.0' RT EX. SINGLE SHOEBOX 3 2 SEE DETAIL B ON SHEEP IL12 CALL 2 BUSINESS DAYS BEFORE YOU DIG Pe rteet 1 800 424-5555 206-436-0515 11-800-615-99 UTILITIES UNDERGROUND LOCATION CENTER - 505 5th Avenue S, Suite 300 Seattle, Washington 98104 Rol MITI 2. SEE SHEET IL9 FOR LUMINAIRE SCHEDULE AND ILLUMINATION WIRING SCHEDULE. ILLUMINATION LEGEND O—� LUMINAIRE —SEE SCHEDULE LUMINAIRE —SEE SCHEDULE m JUNCTION BOX TYPE 1 0 JUNCTION BOX TYPE 2 JUNCTION BOX TYPE 8 25—TA SMALL CABLE VAULT SERVICE CABINET ------- CONDUIT CONDUIT WIRE NOTE OCONSTRUCTION NOTE DESIGNED: M. MACIAS DRAWN: J. BEAN CHECKED: J. THOMSEN AP P R APPRaio: M. MACIAS ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL NAVD 1958 HORIZONTAL: NAD 1983(1991) DATUM CONSTRUCTION NOTES OCONSTRUCT LUMINAIRE POLE FOUNDATION PER DETAIL SHEET IL12. FURNISH AND INSTALL DECORATIVE LUMINAIRE FIXTURE, POLE, CONDUIT, WIRING AND ALL ASSOCIATED EQUIPMENT; APPLY DECAL NUMBERING WITH COR POLE ID# TO LUMINAIRE POLE. SEE SHEET IL9 FOR LUMINAIRE AND WIRE SCHEDULE. SEE SHEETS IL10, IL11, AND I 13 FOR ADDITIONAL DETAILS. SEE COR STANDARDS PLANS 117.1, 117.2, 117.3, 121 AND SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION. O2INSTALL LUMINAIRE ON SIGNAL POLE, SEE SIGNAL SHEETS. OREMOVE EXISTING LUMINAIRE POLE, LUMINAIRE FIXTURE, JUNCTION CABLE BOX AND ASSOCIATED CONDUIT AND WIRING. GRIND DOWN EXISTING FOUNDATION 2' BELOW PROPOSED GRADE. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS. SALVAGE CIN OWNED POLE AND LUMINAIRE PER SPECIAL PROVISIONS SECTION 2-02.3(4). OPROTECT EXISTING LUMINAIRE AND CONDUIT. MAINTAIN POWER DURING CONSTRUCTION. OREMOVE AND REPLACE EXISTING JUNCTION BOX WITH TYPE 2 JUNCTION BOX PER WSDOT STD PLAN J-40.10-03. ROUTE NEW CONDUIT INTO NEW TYPE 2 JUNCTION BOX. COIL 600 FEET OF SLACK 48—STRAND SMFO CABLE IN JUNCTION BOX. OINTERCEPT EXISTING CONDUIT COMING FROM JUNCTION BOX (APPROX STA 16+45 LT) AND ROUTE TO EXISTING JUNCTION BOX. SPLICE FIBER PER INTERCONNECT FIBER SCHEDULE. O� INSTALL CONDUITS INTO EXISTING JUNCTION BOX. SPLICE CONDUCTORS PER WIRE SCHEDULE. PROTECT EXISTING CONDUIT TO THE SOUTH. REMOVE EXISTING CONDUIT TO THE NORTH. O$ INSTAL CONDUIT INTO EXISTING JUNCTION BOX. SPLICE CONDUCTORS PER WIRE SCHEDULE. PROTECT EXISTING CONDUIT TO THE NORTH. REMOVE EXISTING CONDUITS TO THE SOUTH AND EAST. OPULL EXISTING 144—STRAND SMFO CABLE INTO VAULT FROM EXISTING JUNCTION BOX (APPROX. M—LINE STA 103+50 RT) USING NEW CONDUIT. SPLICE FIBER PER INTERCONNECT FIBER SCHEDULE. OPULL EXISTING 72—STRAND SMFO CABLE INTO VAULT FROM EXISTING JUNCTION BOX (APPROX L—LINE 36+35 RT) USING NEW CONDUIT. SPLICE FIBER PER INTERCONNECT FIBER SCHEDULE. INSTALL CONDUIT INTO EXISTING ITS JUNCTION BOX AND RE—ROUTE EXISTING 72— STRAND SMFO CABLE TO NEW VAULT (L—LINE STA 23+15 RT) USING NEW CONDUIT. 12 PROTECT EXISTING SERVICE CABINET. 13 CONSTRUCT COMBINED CONTROLLER/BBS/CONTACTOR CONCRETE FOUNDATION PER COR STD PLAN 126.2. FURNISH AND INSTALL CONTROLLER CABINET PER SIGNAL PLANS. PROVIDE AND INSTALL FULLY FURNISHED 120/240V ELECTRICAL SERVICE CABINET PER COR STD PLAN 122.2 AND 123. CONNECT ALL FIELD WIRING, TRANSPORTATION MAINTENANCE ASSISTANT MANAGER ERIC CUTSHALL WILL COORDINATE POWER CONNECTION WITH THE UTILITY COMPANY ONCE STREET LIGHTING INSPECTION IS SIGNED OFF. RUN 1-2" SPARE CONDUIT TO ADJACENT JUNCTION BOX. REMOVE EXISTING SERVICE CABINET AND SALVAGE PER SPECIAL PROVISIONS SECTION 14 2-02.3(4). O15 RELOCATE EXISTING PRIVATE LUMINAIRE ONTO NEW LUMINAIRE POLE FOUNDATION PER DETAIL SHEET IL12. REMOVE EXISTING JUNCTION BOX, AND ASSOCIATED CONDUIT AND WIRING. GRIND DOWN EXISTING FOUNDATION 2' BELOW PROPOSED GRADE. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS. SEE SHEET ILS FOR LUMINAIRE SCHEDULE AND IL6 FOR WIRING SCHEDULE. ALL WORK REQUIRED IN RELOCATING LUMINAIRES, INCLUDING ALL ASSOCIATED JUNCTION BOXES, CONDUIT, AND CONDUCTORS AND THEIR INSTALLATION IS PAID BY SCHEDULE E. 16 INSTALL SMALL CABLE VAULT PER WSDOT STD PIAN J-90.21-00. ROUTE CONDUIT INTO EXISTING VAULT. PROTECT AND MAINTAIN EXISTING CONDUIT AND FIBER IN PLACE. 18 PROTECT AND MAINTAIN EXISTING CONDUIT CROSSING. � 9 ADJUST EXISTING ILLUMINATION JUNCTION BOX TO GRADE. INSTALL SKID—RESISTANT LID PER SPECIAL PROVISIONS. 20 INSTALL SMALL CABLE VAULT FURNISHED BY ELECTRIC LIGHTWAVE AND TO BE USED BY ELECTRIC LIGHTWAVE. 2� INTERCEPT EXISTING SIGNAL INTERCONNECT CONDUIT ALONG N 4TH ST THAT RUNS INTO EXISTING ITS VAULT. ROUTE EXISTING CONDUIT INTO NEW 25—TA VAULT. 22 INTERCEPT EXISTING FIBER CONDUIT AND INSTALL TYPE 2 JUNCTION BOX PER WSDOT STD PLAN J-40.10-03. RE—ROUTE EXISTING FIBER THAT CROSSES LOGAN AVE N INTO NEW CONDUIT AND 25—TA VAULT. 23 PROTECT EXISTING ITS JUNCTION BOX, ALL ASSOCIATED CONDUIT AND FIBER DURING CONSTRUCTION. PROPOSED UNDERGROUND SYSTEM MUST BE COMPLETED PRIOR TO RE—ROUTING OF FIBER. ONCE FIBER HAS BEEN RE—ROUTED, REMOVE EXISTING JUNCTION BOX AND ABANDON CONDUIT. SEE SECTION 1-07.17 OF THE SPECIAL PROVISIONS. 24 INSTALL TYPE 8 JUNCTION BOX PER WSDOT STD PLAN J-40.30-03. 25 INSTALL CONDUIT INTO EXISTING ITS JUNCTION BOX AND RE—ROUTE EXISTING 144— STRAND SMFO CABLE TO NEW VAULT (M—LINE STA 101+01 RT) USING NEW CONDUIT. 26 INSTALL CONDUITS INTO EXISTING JUNCTION BOX. SPLICE CONDUCTORS PER WIRE SCHEDULE. REMOVE EXISTING CONDUITS TO THE NORTH AND SOUTH. 2� INTERCEPT EXISTING BURIED POWER CONDUCTORS AND INSTALL TYPE 1 JUNCTION BOX PER WSDOT STD PLAN J-40.10-03. SPLICE CONDUCTORS PER WIRE SCHEDULE. 28 SEE APPENDIX I OF THE SPECIAL PROVISIONS FOR AS—BUILT RECORDS OF BOEING PARKING LOT ILLUMINATION SYSTEM. CONFORMED PLAN APPROVED: OF RENTON • .TE _, Aw "R CITY of RENTON Planning/Building/Public: Works Dept. SCALE ! ! 20 40 FEET CITY OF RENTON . / AVENUE AIRPORT WAY TO N 6TH STREET ILLUMINATION AND INTERCONNECT PLAN PAGE: IL5 SHEET: OF: 62 96 W Q Z I— w D 0 a_ z w z w z a O C� D W W SE Y4 SEC 7, T 23 N, R 5 E, W.M. UUN I KAU I UK IU tXtKUIJt UAKt VVrlr-IN WUMNINU IN THE VICINITY OF WATER LINE TO PREVENT ANY DAMAGES. IF DAMAGED, ALL ASSOCIATED COSTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ILLUMINATION WIRING SCHEDULE SERVICE � N0. CONDUIT SIZE CONDUCTORS CIRCUIT COMMENTS EXISTING NEW 31 2" 2 #8 LIGHTING 1 2 #$ LIGHTING 2 2 #8 LIGHTING 4 EX.2 BOEING 32 2� #$ LIGHTING 1 2 #8 LIGHTING 4 PEDESTAL 33 2" 2 #8 LIGHTING 1 34 1" 2 #8 LIGHTING 2 35 1" 2 #8 LIGHTING 4 36 1" 2 #$ LIGHTING 1 CALL 2 BUSINESS DAYS BEFORE YOU DIG .. Perteet 1 800 4 Z 4- —jjjj - 206-436-0515 11-800-615-91, UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 Seattle, Washington 98104 REVISION -__ .. J. THOMSEN M. .. GENERAL NOTES 1. SEE SHEET IL1 FOR GENERAL NOTES AND INTERCONNECT WIRING SCHEDULE. 2. SEE SHEET IL9 FOR LUMINAIRE SCHEDULE AND ILLUMINATION WIRING SCHEDULE. ILLUMINATION LEGEND LUMINAIRE —SEE SCHEDULE LUMINAIRE —SEE SCHEDULE m JUNCTION BOX TYPE 1 D JUNCTION BOX TYPE 2 110 JUNCTION BOX TYPE 8 25—TA SMALL CABLE VAULT CONDUIT WIRE NOTE FEDERAL AID NO. STPUL-1 131(002 CONSTRUCTION NOTES OCONSTRUCT LUMINAIRE POLE FOUNDATION PER DETAIL SHEET ILt 2. FURNISH AND INSTALL DECORATIVE LUMINAIRE FIXTURE, POLE, CONDUIT, WIRING AND ALL ASSOCIATED EQUIPMENT; APPLY DECAL NUMBERING WITH COR POLE ID# TO LUMINAIRE POLE. SEE SHEET IL9 FOR LUMINAIRE AND WIRE SCHEDULE. SEE SHEETS IL10, IL11, AND IL13 FOR ADDITIONAL DETAILS. SEE COR STANDARDS PLANS 117.1, 117.2, 117.3, 121 AND SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION. O2 INSTALL LUMINAIRE ON SIGNAL POLE, SEE SIGNAL SHEETS. OREMOVE EXISTING LUMINAIRE POLE, LUMINAIRE FIXTURE, JUNCTION CABLE BOX AND ASSOCIATED CONDUIT AND WIRING. GRIND DOWN EXISTING FOUNDATION 2' BELOW PROPOSED GRADE. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS. SALVAGE CIN OWNED POLE AND LUMINAIRE PER SPECIAL PROVISIONS SECTION 2-02.3(4). OPROTECT EXISTING LUMINAIRE AND CONDUIT. MAINTAIN POWER DURING CONSTRUCTION. OREMOVE AND REPLACE EXISTING JUNCTION BOX WITH TYPE 2 JUNCTION BOX PER WSDOT STD PLAN J-40.10-03. ROUTE NEW CONDUIT INTO NEW TYPE 2 JUNCTION BOX. COIL 600 FEET OF SLACK 48—STRAND SMFO CABLE IN JUNCTION BOX. OINTERCEPT EXISTING CONDUIT COMING FROM JUNCTION BOX (APPROX STA 16+45 LT) AND ROUTE TO EXISTING JUNCTION BOX. SPLICE FIBER PER INTERCONNECT FIBER SCHEDULE. O� INSTALL CONDUITS INTO EXISTING JUNCTION BOX. SPLICE CONDUCTORS PER WIRE SCHEDULE. PROTECT EXISTING CONDUIT TO THE SOUTH. REMOVE EXISTING CONDUIT TO THE NORTH. O$ INSTALL CONDUIT INTO EXISTING JUNCTION BOX. SPLICE CONDUCTORS PER WIRE SCHEDULE. PROTECT EXISTING CONDUIT TO THE NORTH. REMOVE EXISTING CONDUITS TO THE SOUTH AND EAST. O9 PULL EXISTING 144—STRAND SMFO CABLE INTO VAULT FROM EXISTING JUNCTION BOX (APPROX. M—LINE STA 103+50 RT) USING NEW CONDUIT. SPLICE FIBER PER INTERCONNECT FIBER SCHEDULE. O10 PULL EXISTING 72—STRAND SMFO CABLE INTO VAULT FROM EXISTING JUNCTION BOX (APPROX L—LINE 36+35 RT) USING NEW CONDUIT. SPLICE FIBER PER INTERCONNECT FIBER SCHEDULE. INSTALL CONDUIT INTO EXISTING ITS JUNCTION BOX AND RE—ROUTE EXISTING 72— STRAND SMFO CABLE TO NEW VAULT (L—LINE STA 23+15 RT) USING NEW CONDUIT. 12 PROTECT EXISTING SERVICE CABINET. �3 CONSTRUCT COMBINED CONTROLLER/BBS/CONTACTOR CONCRETE FOUNDATION PER COR STD PLAN 126.2. FURNISH AND INSTALL CONTROLLER CABINET PER SIGNAL PLANS. PROVIDE AND INSTALL FULLY FURNISHED 120/240V ELECTRICAL SERVICE CABINET PER COR STD PLAN 122.2 AND 123. CONNECT ALL FIELD WIRING, TRANSPORTATION MAINTENANCE ASSISTANT MANAGER ERIC CUTSHALL WILL COORDINATE POWER CONNECTION WITH THE UTILITY COMPANY ONCE STREET LIGHTING INSPECTION IS SIGNED OFF. RUN 1-2" SPARE CONDUIT TO ADJACENT JUNCTION BOX. REMOVE EXISTING SERVICE CABINET AND SALVAGE PER SPECIAL PROVISIONS SECTION 14 2-02.3(4). � 5 RELOCATE EXISTING PRIVATE LUMINAIRE ONTO NEW LUMINAIRE POLE FOUNDATION PER DETAIL SHEEP IL12. REMOVE EXISTING JUNCTION BOX, AND ASSOCIATED CONDUIT AND WIRING. GRIND DOWN EXISTING FOUNDATION 2' BELOW PROPOSED GRADE. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS. SEE SHEET IL5 FOR LUMINAIRE SCHEDULE AND IL6 FOR WIRING SCHEDULE. ALL WORK REQUIRED IN RELOCATING LUMINAIRES, INCLUDING ALL ASSOCIATED JUNCTION BOXES, CONDUIT, AND CONDUCTORS AND THEIR INSTALLATION IS PAID BY SCHEDULE E. 16 INSTALL SMALL CABLE VAULT PER WSDOT STD PLAN J-90.21-00. ROUTE CONDUIT INTO EXISTING VAULT. PROTECT AND MAINTAIN EXISTING CONDUIT AND FIBER IN PLACE. 18 PROTECT AND MAINTAIN EXISTING CONDUIT CROSSING. � 9 ADJUST EXISTING ILLUMINATION JUNCTION BOX TO GRADE. INSTALL SKID—RESISTANT LID PER SPECIAL PROVISIONS. 20 INSTALL SMALL CABLE VAULT FURNISHED BY ELECTRIC LIGHTWAVE AND TO BE USED BY ELECTRIC LIGHTWAVE. 2� INTERCEPT EXISTING SIGNAL INTERCONNECT CONDUIT ALONG N 4TH ST THAT RUNS INTO EXISTING ITS VAULT. ROUTE EXISTING CONDUIT INTO NEW 25—TA VAULT. 22 INTERCEPT EXISTING FIBER CONDUIT AND INSTALL TYPE 2 JUNCTION BOX PER WSDOT STD PLAN J-40.10-03. RE—ROUTE EXISTING FIBER THAT CROSSES LOGAN AVE N INTO NEW CONDUIT AND 25—TA VAULT. 23 PROTECT EXISTING ITS JUNCTION BOX, ALL ASSOCIATED CONDUIT AND FIBER DURING CONSTRUCTION. PROPOSED UNDERGROUND SYSTEM MUST BE COMPLETED PRIOR TO RE—ROUTING OF FIBER. ONCE FIBER HAS BEEN RE—ROUTED, REMOVE EXISTING JUNCTION BOX AND ABANDON CONDUIT. SEE SECTION 1-07.17 OF THE SPECIAL PROVISIONS. 24 INSTALL TYPE 8 JUNCTION BOX PER WSDOT STD PLAN J-40.30-03. 25 INSTALL CONDUIT INTO EXISTING ITS JUNCTION BOX AND RE—ROUTE EXISTING 144— STRAND SMFO CABLE TO NEW VAULT (M—LINE STA 101+01 RT) USING NEW CONDUIT. 26 INSTALL CONDUITS INTO EXISTING JUNCTION BOX. SPLICE CONDUCTORS PER WIRE SCHEDULE. REMOVE EXISTING CONDUITS TO THE NORTH AND SOUTH. 2� INTERCEPT EXISTING BURIED POWER CONDUCTORS AND INSTALL TYPE 1 JUNCTION BOX PER WSDOT STD PLAN J-40.10-03. SPLICE CONDUCTORS PER WIRE SCHEDULE. 28 SEE APPENDIX I OF THE SPECIAL PROVISIONS FOR AS—BUILT RECORDS OF BOEING PARKING LOT ILLUMINATION SYSTEM. c c ONFORMED PLAN 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL NAD 1983(1991) DATUM . CITY OF REN TON Planning/Building/Public- Works Dept. SCALE ! ! 20 40 FEET CITY OF RENTON LOGANAVENUE N FIELDBOOK: AIRPORT WAY TO N 6TH STREET PAGE: DRAWING N0: IL6 ILLUMINATION AND INTERCONNECT PLAN SHEET: OF: 63 96 w z w 0 n W z I CONTRACTOR TO EXERCISE CARE WHEN WORKING IN THE VICINITY OF WATER LINE TO PREVENT ANY DAMAGES. IF DAMAGED, ALL ASSOCIATED COSTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER SE Y4 SEC 7, T 23 N, R 5 E, W.M. m 110N .`I[�P►l BP nCAICM A I KIn-rr C` — BP #]a # 1. SEE SHEET IL1 FOR GENERAL NOTES AND INTERCONNECT WIRING SCHEDULE. 2. SEE SHEET IL9 FOR LUMINAIRE SCHEDULE AND ILLUMINATION WIRING SCHEDULE. LUMINAIRE — SEE SCHEDULE LUMINAIRE — SEE SCHEDULE m JUNCTION BOX TYPE 1 D JUNCTION BOX TYPE 2 JUNCTION BOX TYPE 8 25—TA SMALL CABLE VAULT SERVICE CABINET ------- CONDUIT CONDUIT WIRE NOTE OX CONSTRUCTION NOTE CONFORMED PLAN SURVEYED: DESIGNED: M. MACIAS DRAWN: J. BEAN CHECKED: J. THOMSEN BY DATE APPA ^��`�= M. MACIAS SCALE. 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HOaZONTAL:NAD 1983(, 991) DATUM FEDERAL AID NO. STPUL-1 131(002) CONSTRUCTION NOTES OCONSTRUCT LUMINAIRE POLE FOUNDATION PER DETAIL SHEET IL12. FURNISH AND INSTALL DECORATIVE LUMINAIRE FIXTURE, POLE, CONDUIT, WIRING AND ALL ASSOCIATED EQUIPMENT; APPLY DECAL NUMBERING WITH COR POLE ID# TO LUMINAIR POLE. SEE SHEET IL9 FOR LUMINAIRE AND WIRE SCHEDULE. SEE SHEETS IL10, IL1 1, AND IL13 FOR ADDITIONAL DETAILS. SEE COR STANDARDS PLANS 117.1, 117.2, 117.3, 121 AND SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION. a2 INSTALL LUMINAIRE ON SIGNAL POLE, SEE SIGNAL SHEETS. OREMOVE EXISTING LUMINAIRE POLE, LUMINAIRE FIXTURE, JUNCTION CABLE BOX AND ASSOCIATED CONDUIT AND WIRING. GRIND DOWN EXISTING FOUNDATION 2' BELOW PROPOSED GRADE. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS. SALVAGE CITY OWNED POLE AND LUMINAIRE PER SPECIAL PROVISIONS SECTION 2-02.3(4). O4 PROTECT EXISTING LUMINAIRE AND CONDUIT. MAINTAIN POWER DURING CONSTRUCTION 5 REMOVE AND REPLACE EXISTING JUNCTION BOX WITH TYPE 2 JUNCTION BOX PER WSDOT STD PLAN J-40.10-03. ROUTE NEW CONDUIT INTO NEW TYPE 2 JUNCTION BOX. COIL 600 FEET OF SLACK 48—STRAND SMFO CABLE IN JUNCTION BOX. OINTERCEPT EXISTING CONDUIT COMING FROM JUNCTION BOX (APPROX STA 16+45 LT AND ROUTE TO EXISTING JUNCTION BOX. SPLICE FIBER PER INTERCONNECT FIBER SCHEDULE. O7 INSTALL CONDUITS INTO EXISTING JUNCTION BOX. SPLICE CONDUCTORS PER WIRE SCHEDULE. PROTECT EXISTING CONDUIT TO THE SOUTH. REMOVE EXISTING CONDUIT TO THE NORTH. O8 INSTALL CONDUIT INTO EXISTING JUNCTION BOX. SPLICE CONDUCTORS PER WIRE SCHEDULE. PROTECT EXISTING CONDUIT TO THE NORTH. REMOVE EXISTING CONDUITS TO THE SOUTH AND EAST. OPULL EXISTING 144—STRAND SMFO CABLE INTO VAULT FROM EXISTING JUNCTION BO (APPROX. M—LINE STA 103+50 RT) USING NEW CONDUIT. SPLICE FIBER PER INTERCONNECT FIBER SCHEDULE. 1 Q PULL EXISTING 72—STRAND SMFO CABLE INTO VAULT FROM EXISTING JUNCTION BOX (APPROX L—LINE 36+35 RT) USING NEW CONDUIT. SPLICE FIBER PER INTERCONNEC FIBER SCHEDULE. 11 INSTALL CONDUIT INTO EXISTING ITS JUNCTION BOX AND RE—ROUTE EXISTING 72— STRAND SMFO CABLE TO NEW VAULT (L—LINE STA 23+15 RT) USING NEW CONDUIT. 12 PROTECT EXISTING SERVICE CABINET. 13 CONSTRUCT COMBINED CONTROLLER/BBS/CONTACTOR CONCRETE FOUNDATION PER COR STD PLAN 126.2. FURNISH AND INSTALL CONTROLLER CABINET PER SIGNAL PLANS. PROVIDE AND INSTALL FULLY FURNISHED 120/240V ELECTRICAL SERVICE CABINET PER COR STD PLAN 122.2 AND 123. CONNECT ALL FIELD WIRING, TRANSPORTATION MAINTENANCE ASSISTANT MANAGER ERIC CUTSHALL WILL COORDINAT POWER CONNECTION WITH THE UTILITY COMPANY ONCE STREET LIGHTING INSPECTION IS SIGNED OFF. RUN 1-2" SPARE CONDUIT TO ADJACENT JUNCTION BOX. Q14 REMOVE EXISTING SERVICE CABINET AND SALVAGE PER SPECIAL PROVISIONS SECTION 2-02.3(4). 15 RELOCATE EXISTING PRIVATE LUMINAIRE ONTO NEW LUMINAIRE POLE FOUNDATION PER D DETAIL SHEET IL12. REMOVE EXISTING JUNCTION BOX, AND ASSOCIATED CONDUIT AN WIRING. GRIND DOWN EXISTING FOUNDATION 2' BELOW PROPOSED GRADE. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS. SEE SHEET IL5 FOR LUMINAIRE SCHEDULE AND IL6 FOR WIRING SCHEDULE. ALL WORK REQUIRED IN RELOCATING LUMINAIRES, INCLUDING ALL ASSOCIATED JUNCTION BOXES, CONDUIT, AND CONDUCTORS AND THEIR INSTALLATION IS PAID BY SCHEDULE E. 16 INSTALL SMALL CABLE VAULT PER WSDOT STD PLAN J-90.21-00. 17 ROUTE CONDUIT INTO EXISTING VAULT. PROTECT AND MAINTAIN EXISTING CONDUIT AN FIBER IN PLACE. 18 PROTECT AND MAINTAIN EXISTING CONDUIT CROSSING. 19 ADJUST EXISTING ILLUMINATION JUNCTION BOX TO GRADE. INSTALL SKID—RESISTANT LID PER SPECIAL PROVISIONS. 20 INSTALL SMALL CABLE VAULT FURNISHED BY ELECTRIC LIGHTWAVE AND TO BE USED BY ELECTRIC LIGHTWAVE. 21 INTERCEPT EXISTING SIGNAL INTERCONNECT CONDUIT ALONG N 4TH ST THAT RUNS INTO EXISTING ITS VAULT. ROUTE EXISTING CONDUIT INTO NEW 25—TA VAULT. 22 INTERCEPT EXISTING FIBER CONDUIT AND INSTALL TYPE 2 JUNCTION BOX PER WSDOT STD PLAN J-40.10-03. RE—ROUTE EXISTING FIBER THAT CROSSES LOGAN AVE N INTO NEW CONDUIT AND 25—TA VAULT. 23 PROTECT EXISTING ITS JUNCTION BOX, ALL ASSOCIATED CONDUIT AND FIBER DURING CONSTRUCTION. PROPOSED UNDERGROUND SYSTEM MUST BE COMPLETED PRIOR TO RE—ROUTING OF FIBER. ONCE FIBER HAS BEEN RE—ROUTED, REMOVE EXISTING JUNCTION BOX AND ABANDON CONDUIT. SEE SECTION 1-07.17 OF THE SPECIAL PROVISIONS. 24 INSTALL TYPE 8 JUNCTION BOX PER WSDOT STD PLAN J-40.30-03. 25 INSTALL CONDUIT INTO EXISTING ITS JUNCTION BOX AND RE—ROUTE EXISTING 144— STRAND SMFO CABLE TO NEW VAULT (M—LINE STA 101+01 RT) USING NEW CONDUIT 26 INSTALL CONDUITS INTO EXISTING JUNCTION BOX. SPLICE CONDUCTORS PER WIRE SCHEDULE. REMOVE EXISTING CONDUITS TO THE NORTH AND SOUTH. 27 INTERCEPT EXISTING BURIED POWER CONDUCTORS AND INSTALL TYPE 1 JUNCTION BOX PER WSDOT STD PLAN J-40.10-03. SPLICE CONDUCTORS PER WIRE SCHEDULE 28 SEE APPENDIX I OF THE SPECIAL PROVISIONS FOR AS—BUILT RECORDS OF BOEING PARKING LOT ILLUMINATION SYSTEM. SCALE APPROVED: 20 0 20 40 q'1*1A____ CITY OF RENTON DTE FEET E X T E D .- CITY OF RENTON Planning/Building/Public;: Works Dept. DATE: CITY OF RENTON LOGAN AVENUE N FIELDBOOK: AIRPORT WAY TO N 6TH STREET PAGE: DRAWING N0: IP ILLUMINATION AND INTERCONNECT PLAN SHEET: OF: 64 96 Il I Z W Z) z W Q z Q 0 0 J (7 D 0 0 o T_ Q V) w Z ti SCALE ■ ■ ■ ■ ■ • • 20 4• FEET CALL 2 BUSINESS DAYS BEFORE YOU DIG ,. Perteet 1 800 q 206-436-0515 11-800-615-990 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 Seattle, Washington 98104 NE �/a SEC 18, T 23 Nq R 5 E, W.M. 90m9mm I GENERAL NOTES 1. SEE SHEET IL1 FOR GENERAL NOTES AND INTERCONNECT WIRING SCHEDULE. 2. SEE SHEET IL9 FOR LUMINAIRE SCHEDULE AND ILLUMINATION WIRING SCHEDULE. ILLUMINATION LEGEND ------- CONDUIT CONDUIT WIRE NOTE OX CONSTRUCTION NOTE SURVEYED: DESIGNED: M. MACIAS DRAWN: J. BEAN CHECKED: J. THOMSEN BY DATE AP P R APPROVED: M. MACIAS OEM ONE IINCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL NAW 1988 HORIZONTAL: NAD 1983(1991) Alt::�s DATU M APP-TROVED:i A• CONSTRUCTION NOTES O1 CONSTRUCT LUMINAIRE POLE FOUNDATION PER DETAIL SHEET IL12. FURNISH AND INSTALL DECORATIVE LUMINAIRE FIXTURE, POLE, CONDUIT, WIRING AND ALL ASSOCIATED EQUIPMENT; APPLY DECAL NUMBERING WITH COR POLE ID# TO LUMINAIRE POLE. SEE SHEET IL9 FOR LUMINAIRE AND WIRE SCHEDULE. SEE SHEETS IL10, IL11, AND IL13 FOR ADDITIONAL DETAILS. SEE COR STANDARDS PLANS 117.1, 117.2, 117.3, 121 AND SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION. <`/ INSTALL LUMINAIRE ON SIGNAL POLE, SEE SIGNAL SHEETS. O3 REMOVE EXISTING LUMINAIRE POLE, LUMINAIRE FIXTURE, JUNCTION CABLE BOX AND ASSOCIATED CONDUIT AND WIRING. GRIND DOWN EXISTING FOUNDATION 2' BELOW PROPOSED GRADE. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS. SALVAGE CITY OWNED POLE AND LUMINAIRE PER SPECIAL PROVISIONS SECTION 2-02.3(4). O4 PROTECT EXISTING LUMINAIRE AND CONDUIT. MAINTAIN POWER DURING CONSTRUCTION. O5 REMOVE AND REPLACE EXISTING JUNCTION BOX WITH TYPE 2 JUNCTION BOX PER WSDOT STD PLAN J-40.10-03. ROUTE NEW CONDUIT INTO NEW TYPE 2 JUNCTION BOX. COIL 600 FEET OF SLACK 48—STRAND SMFO CABLE IN JUNCTION BOX. OINTERCEPT EXISTING CONDUIT COMING FROM JUNCTION BOX (APPROX STA 16+45 LT) AND ROUTE TO EXISTING JUNCTION BOX. SPLICE FIBER PER INTERCONNECT FIBER SCHEDULE. O7 INSTALL CONDUITS INTO EXISTING JUNCTION BOX. SPLICE CONDUCTORS PER WIRE SCHEDULE. PROTECT EXISTING CONDUIT TO THE SOUTH. REMOVE EXISTING CONDUIT TO THE NORTH. O8 INSTALL CONDUIT INTO EXISTING JUNCTION BOX. SPLICE CONDUCTORS PER WIRE SCHEDULE. PROTECT EXISTING CONDUIT TO THE NORTH. REMOVE EXISTING CONDUITS TO THE SOUTH AND EAST. OPULL EXISTING 144—STRAND SMFO CABLE INTO VAULT FROM EXISTING JUNCTION BOX (APPROX. M LINE STA 103+50 RT) USING NEW CONDUIT. SPLICE FIBER PER INTERCONNECT FIBER SCHEDULE. O10 PULL EXISTING 72—STRAND SMFO CABLE INTO VAULT FROM EXISTING JUNCTION BOX APPROX L—LINE 36+35 RT USING NEW CONDUIT. SPLICE FIBER PER INTERCONNECT FIBER SCHEDULE. 11 INSTALL CONDUIT INTO EXISTING ITS JUNCTION BOX AND RE—ROUTE EXISTING 72— STRAND SMFO CABLE TO NEW VAULT(L—LINE STA 23+15 RT) USING NEW CONDUIT. 12 PROTECT EXISTING SERVICE CABINET. 13 CONSTRUCT COMBINED CONTROLLER/BBS/CONTACTOR CONCRETE FOUNDATION PER CONSTRUCT COMBINED CONTROLLER/BBS/CONTACTOR CONCRETE FOUNDATION PER COR STD PLAN 126.2. FURNISH AND INSTALL CONTROLLER CABINET PER SIGNAL PLANS. PROVIDE AND INSTALL FULLY FURNISHED 120/240V ELECTRICAL SERVICE CABINET PER COR STD PLAN 122.2 AND 123. CONNECT ALL FIELD WIRING, TRANSPORTATION MAINTENANCE ASSISTANT MANAGER ERIC CUTSHALL WILL COORDINATE POWER CONNECTION WITH THE UTILITY COMPANY ONCE STREET LIGHTING INSPECTION IS SIGNED OFF. RUN 1-2" SPARE CONDUIT TO ADJACENT JUNCTION BOX. REMOVE EXISTING SERVICE CABINET AND SALVAGE PER SPECIAL PROVISIONS SECTION 14 2-02.3(4). O15 RELOCATE EXISTING PRIVATE LUMINAIRE ONTO NEW LUMINAIRE POLE FOUNDATION PER DETAIL SHEET IL12. REMOVE EXISTING JUNCTION BOX, AND ASSOCIATED CONDUIT AND WIRING. GRIND DOWN EXISTING FOUNDATION 2' BELOW PROPOSED GRADE. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS. SEE SHEET IL5 FOR LUMINAIRE SCHEDULE AND IL6 FOR WIRING SCHEDULE. ALL WORK REQUIRED IN RELOCATING LUMINAIRES, INCLUDING ALL ASSOCIATED JUNCTION BOXES, CONDUIT, AND CONDUCTORS AND THEIR INSTALLATION IS PAID BY SCHEDULE E. 16 INSTALL SMALL CABLE VAULT PER WSDOT STD PLAN J-90.21-00. O17 ROUTE CONDUIT INTO EXISTING VAULT. PROTECT AND MAINTAIN EXISTING CONDUIT AND FIBER IN PLACE. 18 PROTECT AND MAINTAIN EXISTING CONDUIT CROSSING. O19 ADJUST EXISTING ILLUMINATION JUNCTION BOX TO GRADE. INSTALL SKID—RESISTANT LID PER SPECIAL PROVISIONS. O20 INSTALL SMALL CABLE VAULT FURNISHED BY ELECTRIC LIGHTWAVE AND TO BE USED BY ELECTRIC LIGHTWAVE. O21 INTERCEPT EXISTING SIGNAL INTERCONNECT CONDUIT ALONG N 4TH ST THAT RUNS INTO EXISTING ITS VAULT. ROUTE EXISTING CONDUIT INTO NEW 25—TA VAULT. O22 INTERCEPT EXISTING FIBER CONDUIT AND INSTALL TYPE 2 JUNCTION BOX PER WSDOT STD PLAN J-40.10-03. RE—ROUTE EXISTING FIBER THAT CROSSES LOGAN AVE N INTO NEW CONDUIT AND 25—TA VAULT. 23 PROTECT EXISTING ITS JUNCTION BOX, ALL ASSOCIATED CONDUIT AND FIBER DURING CONSTRUCTION. PROPOSED UNDERGROUND SYSTEM MUST BE COMPLETED PRIOR TO RE—ROUTING OF FIBER. ONCE FIBER HAS BEEN RE—ROUTED, REMOVE EXISTING JUNCTION BOX AND ABANDON CONDUIT. SEE SECTION 1-07.17 OF THE SPECIAL PROVISIONS. 24 INSTALL TYPE 8 JUNCTION BOX PER WSDOT STD PLAN J-40.30-03. 25 INSTALL CONDUIT INTO EXISTING ITS JUNCTION BOX AND RE—ROUTE EXISTING 144— STRAND SMFO CABLE TO NEW VAULT (M—LINE STA 101+01 RT) USING NEW CONDUIT. O26 INSTALL CONDUITS INTO EXISTING JUNCTION BOX. SPLICE CONDUCTORS PER WIRE SCHEDULE. REMOVE EXISTING CONDUITS TO THE NORTH AND SOUTH. 27 INTERCEPT EXISTING BURIED POWER CONDUCTORS AND INSTALL TYPE 1 JUNCTION BOX PER WSDOT STD PLAN J-40.10-03. SPLICE CONDUCTORS PER WIRE SCHEDULE. O28 SEE APPENDIX I OF THE SPECIAL PROVISIONS FOR AS—BUILT RECORDS OF BOEING PARKING LOT ILLUMINATION SYSTEM. CITY OF RENTON Plan ning/Building/Publi4� Works Dept. CONFORMED PLAN CITY OF ! AIRPORT WAY TO 6TH STREET ILLUMINATION AND INTERCONNECT PLAN FIELDBOOK: PAGE: DRAWING N0: I L8 SHEEP: OF: 65 96 LUMINAIRE —SEE SCHEDULE �—�—� LUMINAIRE —SEE SCHEDULE m JUNCTION BOX TYPE 1 O JUNCTION BOX TYPE 2 1110 JUNCTION BOX TYPE 8 25—T7A SMALL CABLE VAULT SERVICE CABINET ------- CONDUIT CONDUIT WIRE NOTE OX CONSTRUCTION NOTE SURVEYED: DESIGNED: M. MACIAS DRAWN: J. BEAN CHECKED: J. THOMSEN BY DATE AP P R APPROVED: M. MACIAS OEM ONE IINCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL NAW 1988 HORIZONTAL: NAD 1983(1991) Alt::�s DATU M APP-TROVED:i A• CONSTRUCTION NOTES O1 CONSTRUCT LUMINAIRE POLE FOUNDATION PER DETAIL SHEET IL12. FURNISH AND INSTALL DECORATIVE LUMINAIRE FIXTURE, POLE, CONDUIT, WIRING AND ALL ASSOCIATED EQUIPMENT; APPLY DECAL NUMBERING WITH COR POLE ID# TO LUMINAIRE POLE. SEE SHEET IL9 FOR LUMINAIRE AND WIRE SCHEDULE. SEE SHEETS IL10, IL11, AND IL13 FOR ADDITIONAL DETAILS. SEE COR STANDARDS PLANS 117.1, 117.2, 117.3, 121 AND SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION. <`/ INSTALL LUMINAIRE ON SIGNAL POLE, SEE SIGNAL SHEETS. O3 REMOVE EXISTING LUMINAIRE POLE, LUMINAIRE FIXTURE, JUNCTION CABLE BOX AND ASSOCIATED CONDUIT AND WIRING. GRIND DOWN EXISTING FOUNDATION 2' BELOW PROPOSED GRADE. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS. SALVAGE CITY OWNED POLE AND LUMINAIRE PER SPECIAL PROVISIONS SECTION 2-02.3(4). O4 PROTECT EXISTING LUMINAIRE AND CONDUIT. MAINTAIN POWER DURING CONSTRUCTION. O5 REMOVE AND REPLACE EXISTING JUNCTION BOX WITH TYPE 2 JUNCTION BOX PER WSDOT STD PLAN J-40.10-03. ROUTE NEW CONDUIT INTO NEW TYPE 2 JUNCTION BOX. COIL 600 FEET OF SLACK 48—STRAND SMFO CABLE IN JUNCTION BOX. OINTERCEPT EXISTING CONDUIT COMING FROM JUNCTION BOX (APPROX STA 16+45 LT) AND ROUTE TO EXISTING JUNCTION BOX. SPLICE FIBER PER INTERCONNECT FIBER SCHEDULE. O7 INSTALL CONDUITS INTO EXISTING JUNCTION BOX. SPLICE CONDUCTORS PER WIRE SCHEDULE. PROTECT EXISTING CONDUIT TO THE SOUTH. REMOVE EXISTING CONDUIT TO THE NORTH. O8 INSTALL CONDUIT INTO EXISTING JUNCTION BOX. SPLICE CONDUCTORS PER WIRE SCHEDULE. PROTECT EXISTING CONDUIT TO THE NORTH. REMOVE EXISTING CONDUITS TO THE SOUTH AND EAST. OPULL EXISTING 144—STRAND SMFO CABLE INTO VAULT FROM EXISTING JUNCTION BOX (APPROX. M LINE STA 103+50 RT) USING NEW CONDUIT. SPLICE FIBER PER INTERCONNECT FIBER SCHEDULE. O10 PULL EXISTING 72—STRAND SMFO CABLE INTO VAULT FROM EXISTING JUNCTION BOX APPROX L—LINE 36+35 RT USING NEW CONDUIT. SPLICE FIBER PER INTERCONNECT FIBER SCHEDULE. 11 INSTALL CONDUIT INTO EXISTING ITS JUNCTION BOX AND RE—ROUTE EXISTING 72— STRAND SMFO CABLE TO NEW VAULT(L—LINE STA 23+15 RT) USING NEW CONDUIT. 12 PROTECT EXISTING SERVICE CABINET. 13 CONSTRUCT COMBINED CONTROLLER/BBS/CONTACTOR CONCRETE FOUNDATION PER CONSTRUCT COMBINED CONTROLLER/BBS/CONTACTOR CONCRETE FOUNDATION PER COR STD PLAN 126.2. FURNISH AND INSTALL CONTROLLER CABINET PER SIGNAL PLANS. PROVIDE AND INSTALL FULLY FURNISHED 120/240V ELECTRICAL SERVICE CABINET PER COR STD PLAN 122.2 AND 123. CONNECT ALL FIELD WIRING, TRANSPORTATION MAINTENANCE ASSISTANT MANAGER ERIC CUTSHALL WILL COORDINATE POWER CONNECTION WITH THE UTILITY COMPANY ONCE STREET LIGHTING INSPECTION IS SIGNED OFF. RUN 1-2" SPARE CONDUIT TO ADJACENT JUNCTION BOX. REMOVE EXISTING SERVICE CABINET AND SALVAGE PER SPECIAL PROVISIONS SECTION 14 2-02.3(4). O15 RELOCATE EXISTING PRIVATE LUMINAIRE ONTO NEW LUMINAIRE POLE FOUNDATION PER DETAIL SHEET IL12. REMOVE EXISTING JUNCTION BOX, AND ASSOCIATED CONDUIT AND WIRING. GRIND DOWN EXISTING FOUNDATION 2' BELOW PROPOSED GRADE. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS. SEE SHEET IL5 FOR LUMINAIRE SCHEDULE AND IL6 FOR WIRING SCHEDULE. ALL WORK REQUIRED IN RELOCATING LUMINAIRES, INCLUDING ALL ASSOCIATED JUNCTION BOXES, CONDUIT, AND CONDUCTORS AND THEIR INSTALLATION IS PAID BY SCHEDULE E. 16 INSTALL SMALL CABLE VAULT PER WSDOT STD PLAN J-90.21-00. O17 ROUTE CONDUIT INTO EXISTING VAULT. PROTECT AND MAINTAIN EXISTING CONDUIT AND FIBER IN PLACE. 18 PROTECT AND MAINTAIN EXISTING CONDUIT CROSSING. O19 ADJUST EXISTING ILLUMINATION JUNCTION BOX TO GRADE. INSTALL SKID—RESISTANT LID PER SPECIAL PROVISIONS. O20 INSTALL SMALL CABLE VAULT FURNISHED BY ELECTRIC LIGHTWAVE AND TO BE USED BY ELECTRIC LIGHTWAVE. O21 INTERCEPT EXISTING SIGNAL INTERCONNECT CONDUIT ALONG N 4TH ST THAT RUNS INTO EXISTING ITS VAULT. ROUTE EXISTING CONDUIT INTO NEW 25—TA VAULT. O22 INTERCEPT EXISTING FIBER CONDUIT AND INSTALL TYPE 2 JUNCTION BOX PER WSDOT STD PLAN J-40.10-03. RE—ROUTE EXISTING FIBER THAT CROSSES LOGAN AVE N INTO NEW CONDUIT AND 25—TA VAULT. 23 PROTECT EXISTING ITS JUNCTION BOX, ALL ASSOCIATED CONDUIT AND FIBER DURING CONSTRUCTION. PROPOSED UNDERGROUND SYSTEM MUST BE COMPLETED PRIOR TO RE—ROUTING OF FIBER. ONCE FIBER HAS BEEN RE—ROUTED, REMOVE EXISTING JUNCTION BOX AND ABANDON CONDUIT. SEE SECTION 1-07.17 OF THE SPECIAL PROVISIONS. 24 INSTALL TYPE 8 JUNCTION BOX PER WSDOT STD PLAN J-40.30-03. 25 INSTALL CONDUIT INTO EXISTING ITS JUNCTION BOX AND RE—ROUTE EXISTING 144— STRAND SMFO CABLE TO NEW VAULT (M—LINE STA 101+01 RT) USING NEW CONDUIT. O26 INSTALL CONDUITS INTO EXISTING JUNCTION BOX. SPLICE CONDUCTORS PER WIRE SCHEDULE. REMOVE EXISTING CONDUITS TO THE NORTH AND SOUTH. 27 INTERCEPT EXISTING BURIED POWER CONDUCTORS AND INSTALL TYPE 1 JUNCTION BOX PER WSDOT STD PLAN J-40.10-03. SPLICE CONDUCTORS PER WIRE SCHEDULE. O28 SEE APPENDIX I OF THE SPECIAL PROVISIONS FOR AS—BUILT RECORDS OF BOEING PARKING LOT ILLUMINATION SYSTEM. CITY OF RENTON Plan ning/Building/Publi4� Works Dept. CONFORMED PLAN CITY OF ! AIRPORT WAY TO 6TH STREET ILLUMINATION AND INTERCONNECT PLAN FIELDBOOK: PAGE: DRAWING N0: I L8 SHEEP: OF: 65 96 I w z Q W z w z W 0 Q ryz Q 0 O J CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 8 0 0 4 2 4 - 5 5 55 UTILITIES UNDERGROUND LOCATION CENTER SURVEYED: SCALE: D: NONE DESIGNE M. MACIAS DRAWN: J. BEAN � ONE INCH CHECKED: tj--AT FULL SCALE J. THOMSEN IF NOT ONE INCH N 0 . REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY M. MACIAS 90 91:4 •. wa 1910 Rim 1/lA ILLUMINATION WIRING SCHEDULE SERVICE N0. CONDUIT ��'IZE CONDUCTORS CIRCUIT COMMENTS EXISTING NEW SERVICE "S i " 10 2" D LUMINAIRE A SCHEDULE 11 2" 2 #8 B ROAD ILLUMINATION 12 2" LUMINAIRE MOUNTING FOUNDATION CIRCUIT DECAL # COMMENTS FIXTURE TYPE D LUMINAIRE POLE 14 2 " STATION OFFSET A TYPE ARM HEIGHT TYPE B ROAD ILLUMINATION 2" L—LINE STA 14+57 44.5' RT "DECORATIVE ROADWAY" 135W, 80 LED, 4K (M—III—FC) 240 VOLT 15 2" 2 #8 A ROAD ILLUMINATION 2 #8 6' 35' 1 A 2" 11 1 ROAD ILLUMINATION 4' 14' 2 C PEDESTRIAN ILLUMINATION P1 L—LINE STA 14+62 57.0' RT "DECORATIVE PEDESTRIAN" 60W, 30 LED, 4K (S-11—FC) 240 VOLT III ROAD ILLUMINATION 4' 14' 2 D PEDESTRIAN ILLUMINATION 18 2" 2 #8 A P2 L—LINE STA 15+15 44.0' RT "DECORATIVE PEDESTRIAN" 60W, 30 LED, 4K (S—II—FC) 240 VOLT III PEDESTRIAN ILLUMINATION 6' 35' 2 #8 B PEDESTRIAN ILLUMINATION 19 2" 2 #8 A 2 "DECORATIVE ROADWAY" 135W, 80 LED, 4K (M-111—FC) 240 VOLT B ROAD ILLUMINATION L—LINE STA 15+75 44.0' RT I 14' 1 2 #8 D "DECORATIVE PEDESTRIAN" 60W, 30 LED, 4K (S—I1—FC) 240 VOLT 4' C » 2 P3 2 #8 A ROAD ILLUMINATION 2 #8 B ROAD ILLUMINATION 2 #8 C PEDESTRIAN ILLUMINATION 4' 14' 2 D 2" 2 #8 L—LINE STA 16+30 44.0' RT "DECORATIVE PEDESTRIAN" 60W, 30 LED, 4K (S-11—FC) 240 VOLT III P4 2 #8 6' 35' 2" A SPARE 22 NOT USED 3 23 "DECORATIVE ROADWAY" 135W, 80 LED, 4K (M-111—FC) 240 VOLT L—LINE STA 16+85 44.0' RT I 14' 1 "DECORATIVE PEDESTRIAN" 60W, 30 LED, 4K (S-11—FC) 240 VOLT 4' C 2" P5 2 #6 A ILLUMINATION 1W 2 #6 B 4' 14' 2 D IRRIGATION CONTROLLER A P6 L—LINE STA 17+45 47.6' RT "DECORATIVE PEDESTRIAN" 60W, 30 LED, 4K (S—II—FC) 240 VOLT II SPARE 26 2" 2 #6 A ILLUMINATION 1W 6' 35' B B 27 SEE SIGNALS SHEETS 2 #6 "DECORATIVE ROADWAY" 135W, 80 LED, 4K (M—ill—FC) 240 VOLT ILLUMINATION 1W 4 "DECORATIVE PEDESTRIAN" 60W, 30 LED, 4K (S-11—FC) 240 VOLT 4' C A ILLUMINATION 1 W 29 EX. 2" 14' B ILLUMINATION 2W P7 2 #6 A "DECORATIVE ROADWAY" 135W, 80 LED, 4K (M—III—FC) 240 VOLT 12' 35' B SEE SIGNALS SHEETS 6 7 L—LINE STA 18+68 47.9' LT "DECORATIVE ROADWAY" 135W, 80 LED, 4K (M—III—FC) 240 VOLT II 8' 35' 1 A SEE DETAIL A ON SHEET IL12 "DECORATIVE ROADWAY" 135W, 80 LED, 4K (M-111—FC) 240 VOLT 12' 35' A SEE SIGNALS SHEETS 8 P9 L—LINE STA 19+35 32.0' RT "DECORATIVE PEDESTRIAN" 60W, 30 LED, 4K (S-11—FC) 240 VOLT III 4' 14' 2 D 9 "DECORATIVE ROADWAY" 135W, 80 LED, 4K (M—III—FC) 240 VOLT 6' 35' B L—LINE STA 20+00 32.0' RT I "DECORATIVE PEDESTRIAN" 60W, 30 LED, 4K (S-11—FC) 240 VOLT 4 14' 1 C P 10 P 1 1 L—LINE STA 20+75 32.0' RT "DECORATIVE PEDESTRIAN" 60W, 30 LED, 4K (S-11—FC) 240 VOLT 111 4' 14' 2 D 10 "DECORATIVE ROADWAY" 135W, 80 LED, 4K (M—III—FC) 240 VOLT 6' 35' A L—LINE STA 21 +50 32.0' RT I "DECORATIVE PEDESTRIAN" 60W, 30 LED, 4K (S-11—FC) 240 VOLT 4' 14' 1 C P12 P13 L—LINE STA 22+25 32.0' RT "DECORATIVE PEDESTRIAN" 60W, 30 LED, 4K (S—II—FC) 240 VOLT 111 4' 14' 2 D 11 "DECORATIVE ROADWAY" 135W, 80 LED, 4K (M-111—FC) 240 VOLT 6' 35' B L—LINE STA 23+00 32.0' RT I "DECORATIVE PEDESTRIAN" 60W, 30 LED, 4K (S-11—FC) 240 VOLT 4' 14' 1 C P 14 "DECORATIVE ROADWAY" 135W, 80 LED, 4K (M-111—FC) 240 VOLT 12' 35' B SEE SIGNALS SHEETS 12 "DECORATIVE ROADWAY" 135W, 80 LED, 4K (M—III—FC) 240 VOLT 12' 35' A SEE SIGNALS SHEETS 13 P15 L—LINE STA 24+65 32.0 RT "DECORATIVE PEDESTRIAN" 60W, 30 LED, 4K (S-11—FC) 240 VOLT III 6' 14' 2 D 14 "DECORATIVE ROADWAY" 135W, 80 LED, 4K (M—III—FC) 240 VOLT 6' 35' B L—LINE STA 25+20 32.0' RT I "DECORATIVE PEDESTRIAN" 60W, 30 LED, 4K (S-11—FC) 240 VOLT 4' 14' 1 C P16 P17 L—LINE STA 25+90 32.0' RT "DECORATIVE PEDESTRIAN" 60W, 30 LED, 4K (S—II—FC) 240 VOLT III 4' 14' 2 D 15 "DECORATIVE ROADWAY" 135W, 80 LED, 4K (M—III—FC) 240 VOLT 6' 35' A L—LINE STA 26+75 32.0' RT I "DECORATIVE PEDESTRIAN" 60W, 30 LED, 4K (S—II—FC) 240 VOLT 4' 14' 1 C P18 P19 L—LINE STA 27+50 32.0' RT "DECORATIVE PEDESTRIAN" 60W, 30 LED, 4K (S-11—FC) 240 VOLT III 4' 14' 2 D 16 "DECORATIVE ROADWAY" 135W, 80 LED, 4K (M—III—FC) 240 VOLT 6' 35' B L—LINE STA 28+25 32.0' RT I "DECORATIVE PEDESTRIAN" 60W, 30 LED, 4K (S-11—FC) 240 VOLT 4' 14' 1 C P20 P21 L—LINE STA 29+00 32.0' RT "DECORATIVE PEDESTRIAN" 60W, 30 LED, 4K (S—II—FC) 240 VOLT III 4' 14' 2 D 17 "DECORATIVE ROADWAY" 135W, 80 LED, 4K (M-111—FC) 240 VOLT 6' 35' A L—LINE STA 29+75 32.0' RT I "DECORATIVE PEDESTRIAN" 60W, 30 LED, 4K (S—II—FC) 240 VOLT 4' 14' 1 C P22 P23 L—LINE STA 30+50 32.5' RT "DECORATIVE PEDESTRIAN" 60W, 30 LED, 4K (S—II—FC) 240 VOLT 111 4' 14' 2 D 18 "DECORATIVE ROADWAY" 135W, 80 LED, 4K (M—III—FC) 240 VOLT 6' 35' B L—LINE STA 31+25 32.5' RT I "DECORATIVE PEDESTRIAN" 60W, 30 LED, 4K (S-11—FC) 240 VOLT 4' 14' 1 C P24 P25 L—LINE STA 32+00 32.5' RT "DECORATIVE PEDESTRIAN" 60W, 30 LED, 4K (S-11—FC) 240 VOLT III 4' 14' 2 D 19 "DECORATIVE ROADWAY" 135W, 80 LED, 4K (M-111—FC) 240 VOLT 6' 35' A L—LINE STA 32+75 32.5' RT I "DECORATIVE PEDESTRIAN" 60W, 30 LED, 4K (S-11—FC) 240 VOLT 4' 14' 1 C P26 P27 L—LINE STA 33+50 32.5' RT "DECORATIVE PEDESTRIAN" 60W, 30 LED, 4K (S—II—FC) 240 VOLT III 4' 14' 2 D 20 "DECORATIVE ROADWAY" 135W, 80 LED, 4K (M-111—FC) 240 VOLT 6' 35' B L—LINE STA 34+25 32.5' RT I "DECORATIVE PEDESTRIAN" 60W, 30 LED, 4K (S-11—FC) 240 VOLT 4' 14' 1 C P2g P29 L—LINE STA 35+00 32.5' RT "DECORATIVE PEDESTRIAN" 60W, 30 LED, 4K (S-11—FC) 240 VOLT 111 4' 14' 2 D 21 "DECORATIVE ROADWAY" 135W, 80 LED, 4K (M-111—FC) 240 VOLT 6' 35' A P30 L—LINE STA 35+65 32.5' RT I "DECORATIVE PEDESTRIAN" 60W, 30 LED, 4K (S-11—FC) 240 VOLT 4' 14' 1 C P8 M—LINE STA 101+21 19' RT "DECORATIVE PEDESTRIAN" 60W, 30 LED, 4K (S—II—FC) 240 VOLT 111 4' 14' 2 D 5 M—LINE STA 101+87 22' RT "DECORATIVE ROADWAY" 135W, 80 LED, 4K (M—III—FC) 240 VOLT II 10 35' 1 A CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 8 0 0 4 2 4 - 5 5 55 UTILITIES UNDERGROUND LOCATION CENTER SURVEYED: SCALE: D: NONE DESIGNE M. MACIAS DRAWN: J. BEAN � ONE INCH CHECKED: tj--AT FULL SCALE J. THOMSEN IF NOT ONE INCH N 0 . REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY M. MACIAS 90 91:4 •. wa 1910 Rim 1/lA ILLUMINATION WIRING SCHEDULE SERVICE N0. CONDUIT ��'IZE CONDUCTORS CIRCUIT COMMENTS EXISTING NEW S 10 2" D 2 #8 A ROAD ILLUMINATION 11 2" 2 #8 B ROAD ILLUMINATION 12 2" 2 #8 C PEDESTRIAN ILLUMINATION 13 2" 2 #8 D PEDESTRIAN ILLUMINATION 14 2 " 2 #8 A ROAD ILLUMINATION 2 #8 B ROAD ILLUMINATION 2" SPARE 15 2" 2 #8 A ROAD ILLUMINATION 2 #8 C PEDESTRIAN ILLUMINATION 16 2" 2 #8 A ROAD ILLUMINATION 2 #8 D PEDESTRIAN ILLUMINATION 17 2" 2 #8 B ROAD ILLUMINATION 2 #8 C PEDESTRIAN ILLUMINATION 18 2" 2 #8 A ROAD ILLUMINATION 2 #8 C PEDESTRIAN ILLUMINATION 2 #8 D PEDESTRIAN ILLUMINATION 19 2" 2 #8 A ROAD ILLUMINATION 2 #8 B ROAD ILLUMINATION 2 #8 C PEDESTRIAN ILLUMINATION 2 #8 D PEDESTRIAN ILLUMINATION 20 » 2 2 #8 A ROAD ILLUMINATION 2 #8 B ROAD ILLUMINATION 2 #8 C PEDESTRIAN ILLUMINATION 2 #8 D PEDESTRIAN ILLUMINATION 2" 2 #8 SPARE 21 2" 2 #8 B ROAD ILLUMINATION 2" SPARE 22 NOT USED 23 NOT USED 24 NOT USED S2 25 2" 2 #6 A ILLUMINATION 1W 2 #6 B ILLUMINATION 2W 2 #8 C IRRIGATION CONTROLLER A 2 #8 D IRRIGATION CONTROLLER B 2" SPARE 26 2" 2 #6 A ILLUMINATION 1W 2 #6 B ILLUMINATION 2W 27 2 2 #6 A ILLUMINATION 1W 28 EX. 2" 2 #6 A ILLUMINATION 1 W 29 EX. 2" 2 #6 B ILLUMINATION 2W EX. 2" 2 #6 A ILLUMINATION 1W EX 2" 2 #6 B ILLUMINATION 2W APPROVED: CONFORMED PLAN F' - OF RENTON - DATE DATE: VERTICAL- NAVD 198811 CITY OF RENTON HORIZONTAL- NAD 1983(1991) �► CITE OF }�� LOGAN AVENUE N FlE1O8O0K: bA RENTON PAGE: AIRPORT WAY TO 6TH STREET DRAWING N0: DATUM IL9 Planning/Building/Public Works Dept. ILLUMINATION AND INTERCONNECT PLAN SHEET: OF 66 96 30 EX. 2" 2 #8 C IRRIGATION CONTROLLER A EX. 2" 2 #8 D IRRIGATION CONTROLLER B APPROVED: CONFORMED PLAN F' - OF RENTON - DATE DATE: VERTICAL- NAVD 198811 CITY OF RENTON HORIZONTAL- NAD 1983(1991) �► CITE OF }�� LOGAN AVENUE N FlE1O8O0K: bA RENTON PAGE: AIRPORT WAY TO 6TH STREET DRAWING N0: DATUM IL9 Planning/Building/Public Works Dept. ILLUMINATION AND INTERCONNECT PLAN SHEET: OF 66 96 W Q z F- C) W D O ry w Q z U w n FEDERAL AID NO. STPUL-1 131 to 8 1 PAINT SPECIFICATIONS: ALL ALUMINUM LUMINAIRE AND POLE RELATED PARTS SHALL BE FACTORY PRIMED AND POWDER COATED. o 0 FINISH COLOR: RAL 9005TX "JET BLACK" 99 zo 90' zo SEE SPECIAL PROVISIONS SECTION 6-07.0 LL_ 1 � 180C'I 0 ly Q 180 -00 Q ALUMINUM SHROUD ALUMINUM SHROUD {BY MANUFACTURER} (BY MANUFACTURER) 270• 270° DECORATIVE LUMINAIRE POLE NOTES * ROUND TUBULAR SECTION (NO TAPER) DECORATIVE ROADWAY DOME STYLE DECORATIVE ROADWAY DOME STYLE LED LUMINAIRE, 80 LED (135 WATT), LED LUMINAIRE, 80 LED (135 WATT), • DECORATIVE ROADWAY LUMINAIRES ARE • DECORATIVE PEDESTRIAN LUMINAIRES ARE ROUND TAPERED POLE SECTION OR A DETERMINED EQUIVALENT WHICH OR A DETERMINED EQUIVALENT WHICH E ** 0.14" FT MEETS SPECIFICATIONS. 4,OOOK CCT, MEETS SPECIFICATIONS. 4,000K CCT, MOUNTED AT 0' MOUNTED AT 180` (UNLESS OTHERWISE 11.� ( / ) 127-277V UNIVERSAL DRIVER WITH ROUND POLE CAP 127-277V UNIVERSAL DRIVER WITH *DECORATIVE PEDESTRIAN LUMINAIRES ARE NOTED ON PLANS) ROUND POLE CAP MOUNTED AT 180 • HANDHOLES ARE MOUNTED AT 180 E *** NOMINAL LUMINAIRE HEIGHT FLAT GLASS LENS. FLAT GLASS LENS. • HANDHOLES ARE MOUNTED AT 180' PLANT z (LUMINAIRE HEIGHT + SHROUD) SEE SPECIAL PROVISIONS. SEE SPECIAL PROVISIONS. • BANNER SUPPORT BRACKETS ARE • SUPPORT BRACKETS ARE MOUNTED AT 0' w LUMINAIRE ARM LUMINAIRE ARM MOUNTED AT 0' (UNLESS OTHERWISE NOTED ON PLANS) SEE IL12 FOR DETAILS SEE IL12 FOR DETAILS Q 0LENGTH PER PLANS w W ---- I w I w LENGTH PER PLANS z <C to- a- - �' ~ `� ROADWAY LIGHT PEDESTRIAN LIGHT t� N ORIENTATION LOCATION NTS 28" 28" SECURE TOP BANNER BRACKET SECURE TOP BANNER BRACKET WITH THROUGH BOLTS AND SHIM (2) BANNER BRACKETS WITH WITH THROUGH BOLTS AND SHIM (2) BANNER BRACKETS WITH TO LEVEL PER MANUFACTURER'S PRESSURE RELEASE SPRINGS TO LEVEL PER MANUFACTURER'S PRESSURE RELEASE SPRINGS INSTRUCTIONS. WITH PROTECTIVE RUBBER INSTRUCTIONS. WITH PROTECTIVE RUBBER COATING. COATING. 0' LEVEL 0' LEVEL DECORATIVE PEDESTRIAN DOME STYLE OPTIONAL BANNER TO BE LED LUMINAIRE, 30 LED (60 WATT), LUMINAIRE ARM * BANNER TO BE PROVIDED AND OR A DETERMINED EQUIVALENT WHICH ROUND POLE CAP o PROVIDED AND SECURE BOTTOM BANAi ER S ACKET INSTALLED MEETS SPECIFICAITONS. 4,000K CCT, SEE IL12 FOR DETAILS WITH ADJUSTABLE STAINLESS.04 w INSTALLED STEEL BANDS AND SHIM TO BY OTHERS 127-277V UNIVERSAL DRIVER WITH LENGTH PER PLANS CL BY OTHERS LEVEL PER MANUFACTURERS FLAT GLASS LENS. INSTRUCTIONS SEE SPECIAL PROVISIONS. � 0 0 0 SECURE BOTTOM BANNER 1 ^ I 1 BRACKET WITH ADJUSTABLE 00 00 N STAINLESS STEEL BANDS AND SHIM TO LEVEL PER LO MANUFACTURER'S `V `- INSTRUCTIONS FC PLAN N 04 _ _ 22.25" LUMINAIRE ARM 0' LEVEL w APPROVED: 0' LEVEL W SEE IL12 FOR DETAILS = _ 3,—p„ 3,-p„ LENGTH PER PLANS Z �'' z l I A DECORATIVE PEDESTRIAN F= DOME STYLE LED LUMINAIRE, D i_// CITY OF REN ON DATE 30 LED (60 WATT), OR A FOR STREET LIGHT DETERMINED EQUIVALENT WHICH (0 STANDARD DECAL MEETS SPECIFICATIONS. N o a 4,000K CCT, 127-277V NUMBERING DETAIL, REFER UNIVERSAL DRIVER LO �n TO CITY OF RENTON STD WITH FLAT GLASS LENS. 22.25" n r4) PLAN 121. .00 Now SEE SPECIAL PROVISIONS. Q Q = o 0 0 o i wm _ FOR STREET LIGHT STANDARD m FOR STREET LIGHT STANDARD m ao 7" BASE DIAMETER, 18'-0" DECAL NUMBERING DETAIL, DECAL NUMBERING DETAIL, � LONG (CONTINUOUS), SMOOTH REFER TO CITY OF RENTON z V) REFER TO CITY OF RENTON z _ STD PLAN 121. _j STD PLAN 121LIJ. _jp ALUMINUM TAPERED MPOLED {0.14"/FT) w 10" BASE DIAMETER, 40'-0" w U Z U Z = LONG (CONTINUOUS), 0.25" o m 10" BASE DIAMETER, 40'-0" o m o LONG (CONTINUOUS), SMOOTH Q I Z WALL THICKNESS SMOOTH = w ( } �- I ROUND TAPERED (0.14 /FT) o c� w o0 ROUND TAPERED (0.14"/FT) o o z I _ ALUMINUM POLE D ALUMINUM POLE a -� REINFORCED o ; E- w HANDHOLE WITH w REINFORCED HANDHOLE WITH m a, COVER REINFORCED HANDHOLE WITH V_ COVER I-V_ o COVER i O o INSTALL ANCHOR BOLT INSTALL ANCHOR BOLT 0 INSTALL ANCHOR BOLT 0 COVERS (PROVIDED BY COVERS (PROVIDED BY POLE o SIDEWALK OR COVERS (PROVIDED BY POLE o SIDEWALK OR POLE MANUFACTURER) SIDEWALK OR MANUFACTURER) o PLANTER STRIP MANUFACTURER) o PLANTER STRIP PLANTER STRIP m in BASE PLATE o BASE PLATE o BASE PLATE ROADWAY ROADWAY '+ ' 4' • 4L TYPE 1 FOUNDATION, TYPE 1 FOUNDATION,TYPE 2 FOUNDATION, SEE IL12 FOR DETAILS INSTALL GROUT. PROVIDE 1/2" DIA SEE IL12 FOR DETAILS INSTALL GROUT. PROVIDE 1/2" DIA INSTALL GROUT. PROVIDE 1 /2 DIA. DRAIN TUBE THROUGH GROUT DRAIN TUBE THROUGH GROUT DRAIN TUBE THROUGH GROUT SEE IL12 FOR DETAILS ,TYPE 1: DECORATIVE RLUMINAIRE POLE TYPE 11: DECORATIVE ROADWAY LUMINAIRE POLE- TYPE III: DECORATIVE PLUMINAIRE POLE NTS NTS NTS ER p DATE SURVEYED: scaLE: VERTICAL. NAVD 1988 CALL 2 BUSINESS DAYS BEFORE YOU DIG"It Q �� is DESIGNED: NONE HORIZONTAL NAD 1983(1991) j� CIT OF CITY OF RENTON r e e M. MACIASIff FlELDBooK: 4�e �' DRAWN: � FENTON LOGAN AVENUE N PAGE: -� � ° WN. — AIRPORT WAY TO 6TH STREETPDRAWING ND: 1 800 4 206-436-0515 11-800-615-9900 R 50475 a �`� BEAN ONE INCH DATUM 505 5th Avenue S Suite 300 SSF�iSTIE �� CHECKED: THOMSEN AT FULL SCALE Planning/Building/Public; Works Dept. M1 UTILITIES UNDERGROUND LOCATION CENTER ��NAC E�� NO. REVISION BY DATE APPR IF NOT ONE INCH ILLUMINATION DETAILS APPROVED: SCALE ACCORDINGLY SHEET: OF: Seattle, Washington 98104 M. MACIAS 68 96 w z v w n FEDERAL AID NO. STPUL-1 131(002) to FOUNDATION NOTES: 1. REFER TO WSDOT STANDARD PLANS POLE J-28.30-03 FOR INFORMATION REGARDING (LUMINAIRE ARM LENGTH) METHOD OF CONSTRUCTION AND OTHER DETAILS NOT SHOWN HERE. 2" TANGENT 2. LUMINAIRE POLE FOUNDATION IS DESIGNED LO7.5' R It 3.5" �" - 1 �" DIAM. WIREWAY POLE PER LUMINAIRE ACCESSIBLE PEDESTRIAN BASED ON MAXIMUM POLE HEIGHT OF 40 FT ;O SCHEDULE SIGNAL (APS) ASSEMBLY FOR TYPE 1 AND 3 FOUNDATION, AND 18 FT FOR TYPE 2 FOUNDATION. 3. GROUND SLOPES NOT TO EXCEED 4H:1V 3.5" OD HOLE O 10" MAX. SHALL MEET ADA REQUIREMENTS i FOUNDATION ■ s , . , ■ HOOP .•. #4 @ ' ! CEM CONC PEDESTRIAN CURB PER COR STD PLAN 101 �n (LUMINAIRE ARM LENGTH) 16' R 22" CLAMP -ON TO D RACKET SIDE VIEW DETAILS I LUMINAIRE (TYP) NTS CURB RAMP TYPE C TOP OF FOUNDATION PER DETAIL SHEET MD2 4" OD HOLE ELEVATION PER Q SIGNAL SHEETS 1.8% MAX E 0 ROUND CAP I ALUMINUM SHROUD 8 -0 (BY MANUFACTURER) I I I I I in (LUMINAIRE ARM LENGTH) II II II 8-#7 BARS, Iri I MANUFACTURER SHALL 3" SHROUD 30 R 30 WELD SHROUD ALL HEIGHT 11 EVENLY SPACED THE WAY AROUND I II SEE FOUNDATION / 4" OD HOLE DETAIL THIS SHEET IRE FULLYCOVERSCLAMP LYRISE 1 MN TO AIRE L DETAIL A LUMINAIRE ARM FOUNDATION � I � � i LUMINAIRE CONDUCTORS LUMINAIRE NTS � -- - BOLT CIRCLE DIAMETER I 10'-0" PER MANUFACTURER'S in (LUMINAIRE ARM LENGTH) RECOMMENDATION 45' R 38" #4 HOOP (TYP.) DECORATIVE LUMINAIRE * CONTRACTOR SHALL VERIFY BOLT CIRCLE AND BASE PLATE I 4" OD HOLE DIMENSIONS PRIOR TO CONSTRUCTION OF FOUNDATION. FOUNDATION -PLAN VIEW NTS LUMINAIRE ARM MOUNTING RELOCATED POLE PER 12'-0" LUMINAIRE SCHEDULE (LUMINAIRE ARM LENGTH) BRACKET DETAILS GROUNDING CONDUCTOR I 60' R *BOLT CIRCLE: 16-1/2" DIAM. � NON -INSULATED #4 AWG STRANDED COPPER ANCHOR BOLT & BOLT PATTERN '� 46» NTS *BASE PLATE. 15 SQUARE if PROVIDE 3' MIN. SLACK ROUTING SPECIFICATION SHALL CONFORMTO MANUFACTURER'S CONDUCTOR TO LUMINAIRE GROUNDING STUD REQUIREMENTS SIDEWALK PER CONDUIT PERI 4" OD HOLE PLANS ILLUMINATION 2" MAX. CONFORMED PLAN DRAWINGS 2" CLR. 3" MIN. JUNCTION BOX GRADE LEVEL TYPE 1 01 a- d n - d �� APP VED: Ii 11 II BOEING PARKING z I I® II ® I I {I II II LOT FINISHED II II II I GRADE I I! I 1 1 I I I I LUMINAIRE ARM DETAILS CITY OF RENTON ATE i --n I I N NTS I I I I N I I IZ I I I I z = I I I I I I Q I I I I EXTEND THE CONDUIT 6" MIN. BEYOND THE FOUNDATION OR THE I ( j j ( i j I I a)(I II I I (I I I II (I ~ o PLANTER SIDEWALK CONTROLLED DENSITY BACKFILL 3" CLR. BOEING PARKINGwn LOT 11 a -o T--T--T -"IIII IIII IIIi IIIt oI z EXOTHERMIC WELD CONDUCTOR I I i t ( I p p TO STEEL REINFORCING BAR I I I I II I I 2" 36" 8-#7 BARS (TYP.) .� - I— ` -I- - -I. o " " I I I I 2 6 �- MIN (4) 1 "x36"x4" ELL LIJ ANCHOR BOLTS PROVIDED ( I w 0 O ANCHOR BOLTS BY MANUFACTURER (TYP.) I I I I I I I I I JUNCTION BOX PER PLANS. BOEING LOT 11 ILLUMINATION SEE CITY OF RENTON STD CITY OF RENTON CONDUIT TO BE INSTALLED IN PLANS 119, 120 AND 125 ILLUMINATION PLANTER BEHIND SIDEWALK SEE FOUNDATION 2-1/2" CLR. 4" MIN. FOR JUNCTION BOX AND CONCRETE PAD DETAILS CITY OF RENTON DETAIL THIS SHEET INTERCONNECT #4 HOOP (TYP.) CONCRETE CLASS 4000P NOT SHOWN ON PLANS ELECTRIC LIGHTWAVE INTERCONNECT CONDUIT FURNISHED BY ELECTRIC LIGHTWAVE NOTE: ALL CONDUIT SHALL BE INSTALLED UNDERNEATH SIDEWALK UNLESS DIRECTED OTHERWISE BY ENGINEER. DETAIL B FOUNDATION DETAIL_YPICALBOEING LUMINAIRE FOUNDATION NTS CONDUIT TRENCH DETAIL NTS NTS PLgWR 0 SURVEYED: SCALE: DATE: c NONE HORIZONTAL NAD 1983 991) �� CITY O F RENTON NTON CALL 2 BUSINESS DAYS BEFORE YOU DIG Y DESIGNED: ? CIT OF FlELD600K: 4� M. MACIAS LOGAN AVENUE N PAGE: DRAWN: RENTON AIRPORT WAY TO 6TH STREET 1 800 4 206-436-0515 11-800-615-9900 50475 �' J. Bim" ONE INCH O DRAWING N0: CHECKED: DATUM Ff' FcIST�R� �� J. THOMSEN A�SCALEE Planning/Building/Public; Works Dept. V 2 IF NOT ONE INCH 505 5th Avenue S, Suite 300 /pNAL ENS APPROVED: SCALE ACCORDINGLY ILLUMINATION DETAILS SHEET: OF: UTILITIES UNDERGROUND LOCATION CENTER Seattle, Washington 98104 N0. REVISION BY DATE APPR M. MACIAS 69 96 N O C� O tet' W F- III • a SE �/a SEC 7, T 23 N, R 5 E, W.M. CALL 2 BUSINESS DAYS BEFORE YOU DIG Perteet 1 800 424-5555 206-436-0515 11-800-615-990 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 Seattle, Washington 98104 1 O WAS" ob /FG 9" ��� `v &,42986 t l CONFORMED PLA . . . . . . . SURVEYED: DESIGNED: B. POWELL DRAWN: J. BEAN CHECKED: M. HENDRIX NO. REVISION BY DATE APPR APPROVED: SCALE: CONSTRUCTION NOTES I FEDERAL AID NO. STPUL-1 131(002 OCONSTRUCT FOUNDATION PER SIGNAL DETAIL DRAWING SG3. PROVIDE AND INSTALL TYPE III SIGNAL POLE WITH TWO MAST ARMS PER THE DETAILS SHOWN ON THE SIGNAL POLE DRAWING. PROVIDE AND INSTALL FIVE VEHICLE SIGNAL HEADS, TWO PEDESTRIAN SIGNAL HEADS, ONE MODEL 764 OPTICOM DETECTOR, ONE KING COUNTY FURNISHED RAPIDRIDE ACCESS PONT AND ANTENNA, ONE VECTOR VIDEO DETECTION CAMERA, ONE RZ-4 AWDR VIDEO DETECTION CAMERA, TWO STREET NAME SIGNS, ONE R3-501 SIGN, ONE LUMINAIRE ARM ASSEMBLY WITH LED FIXTURE, AND ONE TERMINAL CABINET, INCLUDING MOUNTINGS. OCONSTRUCT FOUNDATION PER SIGNAL DETAIL DRAWING SG3. PROVIDE AND INSTALL 2 TYPE III SIGNAL POLE PER THE DETAILS SHOWN ON THE SIGNAL POLE DRAWING. PROVIDE AND INSTALL TWO VEHICLE SIGNAL.. HEADS, ONE PEDESTRIAN SIGNAL HEAD, ONE PEDESTRIAN PUSHBUTTON,ONE R10-1 to SIGN, TWO LUMINAIRE ARM ASSEMBLIES WITH LED FIXTURES, AND TERMINAL CABINET, INCLUDING MOUNTINGS. meiLo�i �-- CONSTRUCT FOUNDATION PER SIGNAL DETAIL DRAWING SG3. PROVIDE AND INSTALL 3 TYPE III SIGNAL POLE PER THE DETAILS SHOWN ON THE SIGNAL POLE DRAWING. PROVIDE AND INSTALL THREE VEHICLE SIGNAL HEADS, TWO PEDESTRIAN SIGNAL HEADS, ONE MODEL 764 OPTICOM DETECTOR, ONE VECTOR VIDEO DETECTION CAMERA, ONE STREET NAME SIGN, ONE LUMINAIRE ARM ASSEMBLY WITH LED FIXTURE, AND TERMINAL CABINET, INCLUDING MOUNTINGS. INSTALL FOUNDATION PER WSDOT STD. PLAN J-20.10-03. PROVIDE AND INSTALL 4 TYPE PPB POST. PROVIDE AND INSTALL ONE PEDESTRIAN PUSHBUTTON. INSTALL FOUNDATION PER WSDOT STD. PLAN J-20.10-03. PROVIDE AND INSTALL 5 TYPE PPB POST. PROVIDE AND INSTALL ONE PEDESTRIAN PUSHBUTTON. 6 INSTALL FOUNDATION PER WSDOT STD. PLAN J-20.11-02. PROVIDE AND INSTALL TYPE PPB POST. PROVIDE AND INSTALL ONE PEDESTRIAN PUSHBUTTON. CONSTRUCT FOUNDATION PER SIGNAL DETAIL DRAWING SG3 AND WSDOT STD. 7 PLAN J-20.11-02. PROVIDE AND INSTALL TYPE PS POLE PER THE DETAILS SHOWN ON THE SIGNAL POLE DRAWING. PROVIDE AND INSTALL TWO PEDESTRIAN SIGNAL HEADS AND ONE PEDESTRIAN PUSHBUTTON, INCLUDING MOUNTINGS. CONSTRUCT FOUNDATION PER SIGNAL DETAIL DRAWING SG3 AND WSDOT STD. $ PLAN J-20.11-02. PROVIDE AND INSTALL TYPE PS POLE PER THE DETAILS SHOWN ON THE SIGNAL POLE DRAWING. PROVIDE AND INSTALL ONE PEDESTRIAN SIGNAL HEAD AND ONE PEDESTRIAN PUSHBUTTON, INCLUDING MOUNTINGS. 9 INSTALL FOUNDATION PER WSDOT STD. PLAN J-20.10-03. PROVIDE AND INSTALL TYPE PPB POST. PROVIDE AND INSTALL ONE PEDESTRIAN PUSHBUTTON. 10 INSTALL FOUNDATION PER WSDOT STD. PLAN J-20.11-02. PROVIDE AND INSTALL TYPE PPB POST. PROVIDE AND INSTALL ONE PEDESTRIAN PUSHBUTTON. 11 CONSTRUCT FOUNDATION AND INSTALL POLE PER ILLUMINATION PLAN. PROVIDE AND INSTALL TWO PEDESTRIAN SIGNAL HEADS AND ONE PEDESTRIAN PUSHBUTTON, INCLUDING MOUNTINGS. 12 INSTALL FOUNDATION PER WSDOT STD. PLAN J-20.10-03. PROVIDE AND INSTALL TYPE PPB POST. PROVIDE AND INSTALL ONE PEDESTRIAN PUSHBUTTON. O13 FURNISH AND INSTALL TYPE "P" CABINET, TYPE TS2 CONTROLLER, ALL ASSOCIATED EQUIPMENT AND CONNECT FIELD WIRING. CONNECT TO PROPOSED ELECTRICAL SERVICE CABINET FOR POWER. SEE ILLUMINATION PLAN FOR SERVICE CABINET AND FOUNDATION DETAILS. 14 INSTALL TYPE 3 SYSTEM LOOP PER WSDOT STD. PLAN J-50.12-00. 15 SERVICE CABINET PER ILLUMINATION PLAN. 01 02 03 04 05 09 OLA Z-1010" 06 06 010 OLB� 07 Oil OLA � 08 012 OLB VEHICLE MOVEMENT PEDESTRIAN MOVEMENT ---�k-�-- OVERLAP MOVEMENT - -- -+►• PRE-EMPTION SCHEDULE CIRCUIT 1. PHASE A 2&5 C 2. 1&6 SIGNAL DISPLAYS (LED) R 12" (LED) Y 12" (LED) G 12" 21, 22, 41 42, 61, 62 DISPLAY NOTES (LED) 1. ALL VEHICLE SIGNAL HEADS SHALL HAVE 'I2" L.E.D. LENSES. THE HOUSING SHALL BE ALUMINUM AND PAINTED TRAFFIC YELLOW ON BACK WITH A FLAT BLACK FRONT. (LED) 2. VEHICLE HEADS SHALL BE INSTALLED ON "TYPE "M" MOUNTING PER WSDOT STD. PLAN J-75.20-00. (LED) 3. ALL PEDESTRIAN SIGNAL HEADS SHALL BE COUNTDOWN TYPE AND SOLID (NOT OUTLINED) L.E.D. WITH SYMBOLIC LEGENDS AND "Z -CRATE" VISORS. THE ALUMINUM HOUSING SHALL BE PAINTED YELLOW WITH FLAT BLACK VISORS. (LED) 4. PEDESTRIAN HEADS ON TYPE 11 AND TYPE III POLES SHALL BE INSTALLED WITH TYPE "E" MOUNTING PER WSDOT STD. PLAN J-75.10-01. PEDESTRIAN HEADS ON PS POLES SHALL BE INSTALLED WITH TYPE "D" MOUNTING FOR SINGLE HEADS AND OR TYPE "A" MOUNTING FOR TWO HEADS PER WSDOT STD. PLAN J-75.10-01. 5. ALL MAST -ARM MOUNTED STREET NAME SIGNS SHALL HAVE HIGH INTENSITY PRISMATIC TYPE IV REFLECTIVE SHEETING AND MOUNTED WITH STAINLESS STEEL STRAPS AND BRACKETS (SEE WSDOT STD. PLAN G-30.10-03). GENERAL NOTES 1. UTILITY LOCATION (DIAL -A -DIG) PRIOR TO CONSTRUCTION WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 2. ALL JUNCTION BOXES AND CONDUIT RUNS SHALL BE INSTALLED AS SHOWN ON THE PLANS, LOCATIONS SHOWN ARE SCHEMATIC AND THE ENGINEER WILL PROVIDE EXACT LOCATIONS. SEE WSDOT STD. PLANS J-10, J-40.10-03, J-40.30-03, J-50.15-00 AND J-90.10-01. 3. COIL 8 Ff. OF EACH 5C, 7C, OR 10C CONDUCTOR FROM EACH MAST ARM MOUNTED SIGNAL HEAD INSIDE THE SIGNAL POLE. 4. UNLESS OTHERWISE SPECIFIED, ALL PROPOSED SIGNAL CONDUIT SHALL BE PVC SCH 80 UNDER ROADWAY AND PVC SCH 40 ELSEWHERE. 5. EQUIPMENT GROUNDS SHALL BE #4 CONDUCTOR TO THE #4 HOOPS OF SIGNAL POLE OR STREET LIGHT FOUNDATION. AND RE -BAR OF THE SERVICE FOUNDATION PER NEC. #8 CONDUCTOR SHALL CONNECT FROM J -BOX TO ELECTRICAL SERVICE CABINET. SEE WSDOT STD. PLAN J-60.05-00. 6. PEDESTRIAN PUSHBUTTONS SHALL BE MOUNTED PER MANUFACTURER REQUIREMENTS AND WSDOT STD. PLAN J-20.26-01. ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL- NAD t 983(, 991) Alt::�� DATUM RCITY OF RENTON Planning/Building/Publi4.: Works Dept. 11, 51 12" Y 12" FY 12" G (LED) 12" R (LED) 12" Y (LED) 12" G Al, A2 COUNTDOWN •• i i i• i i i• SCALE ■ ■ ■ ■ ■ • • 10 20 FEET CITY OF RENTON LOGAN AVENUE N N AIRPORT WAY TO N 6TH STREET LOGAN AVE N AND N 3RD ST SIGNAL PLAN DATE: PAGE: DRAWING N0: S G1 SHEEP: OF: 70 96 W Q z F- C-) W O ry CL 4-2CS, 1-3CS, 5-5C, 1-7C, VIDEO 1-3CS 742 A :t0, WALK 49 W J -BOX 13 c0 COM W 13 3 . ' i-------� • 1 a D® • 1 o • 13ME rf • 3 10, = 13 ® Ml 13im - 1-2CS rf mom • 02mle, O---- Dec ! I N rf mom 1-5C M. rf 130 o�c lc..o. 0 MIMED • 1-5C w ®0 _ POLE #11 c®a el I W mim ! L--_ _.J ma C7mG 13 a o••c - o�c • 13 VA oimsc U a••c a •,c Dom N o Im f POLE #12 > R 781 DONT ,r. mom Lu z v arc ! G 782 WALK 88 z W C W 783 COMA, 13 IT p 786B 13 784 FM D z D LO Mims B 787 W 785 —r ry ui i im G : 3 mee Q 131EVA U) R 721 DON'T [ z r. r I G 722 WALK 29 Im Q Dec 13 W 723 o�c COM 13 0 c 0 726 DWD o 13 " Vm- B 727 D= N D 4-2CS, 1-3CS, 5-5C, 1-7C, VIDEO 1-3CS 1-5C, 1-7C 3-5C VDC 742 A :t0, WALK 49 W 743 13 r.m',( COM W 13 3 . ' am • 1 a D® • 1 o • 13ME rf • 3 10, = 13 ® Ml 13im - 13 rf mom • 02mle, [30,13 Dec ! I N rf mom 13 M. rf 130 o�c lc..o. 0 MIMED • arc ! oc�c 1-5C, 1-7C 3-5C VDC 1-5C - CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER 742 A :t0, WALK 49 W 743 130 Ork"IM COM W I 3 . ' B-.747. 747 g If o••c • -Z 3®� 11 1 0� rf • w U U M I � - e_ w w O ca mom • U N y I NOW Dec ! I N 1 c�a mom - o�c lc..o. 0 MIMED • arc ! oc�c ®0 _ 13 c®a mim ! oc�c ma C7mG 13 a o••c - o�c • 13 VA oimsc F M., a••c a •,c Dom D •• c • Im mom arc ! MIME - Dec C 13 o .: c aMc: 13 Dr.m. D Mims D IM arc D im G : 3 mee 131EVA mwa [ 3 Cm r. 13=0 arc Im Dec 13 o�c 13 0 c DWD 13 fo m, Vm- D= D DMMD DU80- Dam Dam 1-5C - CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER G 742 A :t0, WALK 49 W 743 130 Ork"IM COM W 0-746 3 . ' B-.747. 747 g G 742 A :t0, WALK 49 W 743 130 13 COM W 0-746 3 . ' B-.747. 747 g 1-5C —' • 22 1-5C 1-7C 21 - [30 u A :t0, • 13 3 ',0,' 130 13 00 W : 3 . ' 10D= 747 g If o••c 1-5C 1-5C VIDEO 1-CAT5e �.1 TSP 48 WALK - :t0, 742 G 3 COM 130 ' ' Occ 743 W n 746 0 : 747 g : n . VD� VIDEO 41 -• 3 - :t0, �lk a= 3 D= 130 ' ' Occ ! 131REMMI_ 131m17 a c�0 E 3 n nm : n . VD� VIDEO 41 -• 3 - :t0, vi o • 3 mim ! 0 ' ' Occ ! 131REMMI_ 131m17 a c�0 E 3 roo _ , : a = If o••c • -Z 3®� 11 1 0� rf • Elm FA ffow r_ ■lm POLE #4 POLE #1 z- r Elm ►1 POLE #7 Al A2 1-5C 1-5C J -BOX TO CONTROLLER CABINET 0 w • o s11 arc • vi o o S12 � mim ! w r V ' ' Occ ! 131REMMI_ 131m17 a c�0 w I , I ,^ _ U N I Q�3r7 - Al A2 1-5C 1-5C J -BOX TO CONTROLLER CABINET 0 w • o s11 arc • vi o o S12 � mim ! w r V ' ' Occ ! 131REMMI_ 131m17 a c�0 w I , I ,^ _ U N I ' 13 to U) I L o••c • -Z 3®� M 1 0� Dec ' • w U U M I � - e_ w w O ca mom • U N y I NOW Dec ! I N 1 c�a INTERCONNECT TO 25 -TA VAULT `- 1-24SMF0 6-2CS, 5-5C POLE #6 1-2CS 1-2CS _5C 1-2CS - 1-5C TERMINAL CABINET I R 6A1 I I R I I 0 6A2 0 I G 6A3 G I B 6A4 B I iw 6As W i i I TIM WJTTm FM �-----------i ® F7134B 7135 kW SURVEYED: DESIGNED: B. POWELL DRAWN: J. BEAN CHECKED: M. HENDRIX N0. REVISION BY DATE APPR I APS: SCALE: NTS ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY U N LO i N N I AA2 N I I I I J -BOAC 1-5C HORIZONTAL: NADCAI- NA�1983( 991) q CITE OF � �:ENTON DATUM Planning/Building/Public; Works Dept. FEDERAL AID NO. STPUL-1 131(002 W • o s11 arc • ��. [30iMo o S12 � mim ! 101 S21 y J>- ! 131REMMI_ 131m17 a c�0 o�c [�� _ - o�c ' 13 o••c • -Z 3®� Dec ' • - mom • NOW Dec ! 1 c�a mom - o�c lc..o. 0 MIMED • arc ! oc�c ®0 _ c®a mim ! oc�c ma C7mG o••c - o�c • MUM ! oimsc a••c a •,c D •• c • mom arc ! MIME - Dec C .. o .: c aMc: Mims arc im G 0"1 . mwa arc Dec o�c 0 c W • o s11 a ��. [30iMo o S12 � • 101 S21 y J>- ! 131REMMI_ 131m17 a c�0 101 S22 •®m • - ��. [30iMo .. ! DIMM MIKAO :. ! DIMIMc 99Aa ` c •• O • f 13®v ! 131REMMI_ 131m17 a c�0 [�� _ .. ' 13 • -Z 3®� • - NOW 1 c�a •: coo lc..o. ®0 _ c®a ma _ c o . c - .. ! DIMM MIKAO :. ! DIMIMc 99Aa ` c •• O • ! 131REMMI_ 131m17 a c�0 .. CITY OF RENTON LOGAN AVENUE N N AIRPORT WAY TO N 6TH STREET LOGAN AVE: AN N 3RD ST SIGNAL DATE: FIELDBOOK: PAGE: DRAWING NO: SG4 SHEET: OF: 73 96 c� M O IT 0 W F- LLJ z z w C C) D z ry W Q z Q 0 0 J SIGN LEGEND. 36" D3-101 (2' x 6.5, 12" & 9" LETTERS) D D3-101 (2' x 9, 12" & 9" LETTERS) 36" CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER SE Y4 SEC 7, T 23 N, R 5 Ev W.M. 11 1 ; 111 I ILL�' / '; SEE IL SHEETS FOR CONTINUATION OF SIGNAL INTERCONNECT PRE-EMPTION SCHEDULE CIRCUIT PHASE A 2 C 6 D 3 j I jl 1 j SE Y4 SEC 7, T 23 N, R 5 Ev W.M. 11 1 ; 111 I ILL�' / '; SEE IL SHEETS FOR CONTINUATION OF SIGNAL INTERCONNECT PRE-EMPTION SCHEDULE CIRCUIT PHASE A 2 C 6 D 3 X.iO3 N 4TH ST CITY OF RENTOR SCALE 10 0 10 20 FEET ..... 'll mm 01 VEHICLE MOVEMENT PEDESTRIAN MOVEMENT-�-�-►- Dia i1 vivim Am, (LED) (\.../ 12" (LED) 12" R (LED) Y 12" (LED) `` 12" Y (LED)G 12" (LED) L( 12" G 21, 22, 61, 62 31, 32 COUNTDOWN SURVEYED: SCALE: VERTICAL: NAVD 1988 1 "= 10' HORIZONTAL: NAD 1983(1991) DESIGNED: B. POWELL DRAWN: J • BEAN E INCH � DATUM CHECKED: AT FULL SCALE M. HENDRIX IF NOT ONE INCH N 0 . REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY FEDERAL AID NO. STPUL-1 131(002) CONSTRUCTION NOTES O� CONSTRUCT FOUNDATION PER SIGNAL DETAIL DRAWING SG7. PROVIDE AND INSTALL TYPE III SIGNAL POLE PER THE DETAILS SHOWN ON THE SIGNAL POLE DRAWING. PROVIDE AND INSTALL TWO VEHICLE SIGNAL HEADS, ONE MODEL 764 OPTICOM DEFECTOR, ONE VECTOR VIDEO DEFECTION CAMERA, ONE STREET NAME SIGN, ONE LUMINAIRE ARM ASSEMBLY WITH 250 WATT LED FIXTURE, AND TERMINAL CABINET, INCLUDING MOUNTINGS. OCONSTRUCT FOUNDATION PER SIGNAL DETAIL DRAWING SG7. PROVIDE AND INSTALL TYPE III SIGNAL POLE WITH TWO MAST ARMS PER THE DETAILS SHOWN ON THE SIGNAL POLE DRAWING. PROVIDE AND INSTALL FOUR VEHICLE SIGNAL HEADS, TWO MODEL 764 OPTICOM DETECTORS, TWO VECTOR VIDEO DETECTION CAMERAS, TWO STREET NAME SIGN, ONE R3-2 SIGN, ONE LUMINAIRE ARM ASSEMBLY WITH LED FIXTURE, AND TWO TERMINAL CABINETS, INCLUDING MOUNTINGS. OINSTALL FOUNDATION PER WSDOT STD. PLAN J-20.11-02. PROVIDE AND INSTALL TYPE PPB POST. PROVIDE AND INSTALL ONE PEDESTRIAN PUSHBUTTON. OCONSTRUCT FOUNDATION PER SIGNAL DETAIL DRAWING SG7 AND WSDOT STD. 4 PLAN J-20.11-02. PROVIDE AND INSTALL TYPE I SIGNAL POLE PER THE DETAILS SHOWN ON THE SIGNAL POLE DRAWING. PROVIDE AND INSTALL TWO PEDESTRIAN SIGNAL HEADS, ONE PEDESTRIAN PUSHUTTON, AND ONE R6 -1R SIGN, INCLUDING MOUNTINGS. OINSTALL FOUNDATION PER WSDOT STD. PLAN J-21.10-04. PROVIDE AND INSTALL TYPE PS POLE. PROVIDE AND INSTALL ONE PEDESTRIAN PUSHBUTTON, AND ONE PEDESTRIAN SIGNAL HEAD, INCLUDING MOUNTINGS. OCONSTRUCT FOUNDATION PER SIGNAL DETAIL DRAWING SG7 AND WSDOT STD. PLAN J-21.10-04. PROVIDE AND INSTALL PS SIGNAL POLE PER THE DETAILS SHOWN ON THE SIGNAL POLE DRAWING. PROVIDE AND INSTALL ONE PEDESTRIAN SIGNAL HEAD, ONE PEDESTRIAN PUSHUTTON, INCLUDING MOUNTINGS. OFURNISH AND INSTALL TYPE "P" CABINET, TYPE TS2 CONTROLLER, ALL ASSOCIATED EQUIPMENT AND CONNECT FIELD WIRING. CONNECT TO PROPOSED ELECTRICAL SERVICE CABINET FOR POWER. SEE ILLUMINATION PLAN FOR SERVICE CABINET AND FOUNDATION DETAILS. OREMOVE EXISTING SIGNAL POLE, VEHICLE HEADS, AND ATTACHMENTS. SALVAGE EQUIPMENT PER SPECIAL PROVISIONS SECTION 2-02.3(4). OREMOVE EXISTING JUNCTION BOX. ABANDON EXISTING CONDUITS. REMOVE EXISTING CONDUCTORS. ODISCONNECT EXISTING CONDUCTORS TO CONTROLLER. REMOVE CONTROLLER CABINET AND CONTROLLER. SALVAGE EQUIPMENT PER SPECIAL PROVISIONS SECTION 2-02.3(4). REMOVE AND SALVAGE EXISTING RAPIDRIDE ACCESS POINT AND ANTENNA PER SPECIAL PROVISIONS SECTION 2-02.3(4). 12 SERVICE CABINET PER ILLUMINATION PIAN. 13 PROTECT AND MAINTAIN EXISTING PTZ CAMERA ON EXISTING SIGNAL POLE UNTIL POLE IS REMOVED. SALVAGE CAMERA PER SPECIAL PROVISIONS SECTION 2-02.3(4). DISPLAY NOTES 1. ALL VEHICLE SIGNAL HEADS SHALL HAVE 12" L.E.D. LENSES. THE HOUSING SHALL BE ALUMINUM AND PAINTED TRAFFIC YELLOW ON BACK WITH A FLAT BLACK FRONT. 2. VEHICLE HEADS SHALL BE INSTALLED ON TYPE "M" MOUNTING PER WSDOT STD. PLAN J-75.20-00. 3. ALL PEDESTRIAN SIGNAL HEADS SHALL BE COUNTDOWN TYPE AND SOLID (NOT OUTLINED) L.E.D. WITH SYMBOLIC LEGENDS AND "Z -CRATE" VISORS. THE ALUMINUM HOUSING SHALL BE PAINTED YELLOW WITH FLAT BLACK VISORS. 4. PEDESTRIAN HEADS ON PS POLES SHALL BE INSTALLED WITH TYPE "A" MOUNTING FOR TWO HEADS AND TYPE "D" MOUNTING FOR SINGLE HEAD PER WSDOT STD. PLAN J-75.10-01. 5. ALL MAST -ARM MOUNTED STREET NAME SIGNS SHALL HAVE HIGH INTENSITY PRISMATIC TYPE IV REFLECTIVE SHEETING AND MOUNTED WITH STAINLESS STEEL STRAPS AND BRACKETS (SEE STD. PLAN G-30.10-03). GENERAL NOTES 1. UTILITY LOCATION (DIAL -A -DIG) PRIOR TO CONSTRUCTION WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 2. ALL JUNCTION BOXES AND CONDUIT RUNS SHALL BE INSTALLED AS SHOWN ON THE PLANS, LOCATIONS SHOWN ARE SCHEMATIC AND THE ENGINEER WILL PROVIDE EXACT LOCATIONS. SEE WSDOT STD. PLANS J-10, J-40.10-03, J-40.30-03, J-50.15-00 AND J-90.10-01. 3. COIL 8 FT. OF EACH 5C, 7C, OR 10C CONDUCTOR FROM EACH MAST ARM MOUNTED SIGNAL HEAD INSIDE THE SIGNAL POLE. 4. UNLESS OTHERWISE SPECIFIED, ALL PROPOSED SIGNAL CONDUIT SHALL BE PVC SCH 80 UNDER ROADWAY AND PVC SCH 40 ELSEWHERE. 5. EQUIPMENT GROUNDS SHALL BE #4 CONDUCTOR TO THE #4 HOOPS OF SIGNAL POLE OR STREET LIGHT FOUNDATION. AND RE -BAR OF THE SERVICE FOUNDATION PER NEC. #8 CONDUCTOR SHALL CONNECT FROM J -BOX TO ELECTRICAL SERVICE CABINET. SEE WSDOT STD. PLAN J-60.05-00. 6. PEDESTRIAN PUSHBUTTONS SHALL BE MOUNTED PER MANUFACTURER REQUIREMENTS AND WSDOT STD. PLAN J-20.26-01. 7. ABANDON ALL EXISTING LOOPS AND ASSOCIATED CONDUIT, CONDUCTORS, AND JUNCTION BOXES. wol- 68, 69, 88, 89 �. r CONFORMED PLAN DATE: A�:: CITE OF CITY OF RENTON LOGANAVENUE N FIELDBOOK: RETTON AIRPORT WAY TO N 6TH STREET PAGE: DRAWING N0: Planning/Building/Publilc Works Dept. LOGAN AVE N AND N 4TH ST SG5 SIGNAL PLAN SHEET: OF 74 96 m ► I 4w%-rrr-% 1 MOUNTING TENON TO BE INSTALLED BY FABRICATOR AT OFFSET DISTANCES INDICATED IN CHART. IF TYPE "N" MOUNTING IS USED, DRILL 1" HOLE IN MAST ARM AND INSTALL PLASTIC SPLIT BUSHING FOR CABLE ENTRANCE. 2 FIELD INSTALLED. 3 DECORATIVE LUMINAIRE ARM, SEE ILLUMINATION PLANS. 4 FOUNDATIONS SHALL CONFORM TO THE WSDOT STD PLAN J-28.30-03, J-20.10-03, J-20.11-02, J-20.15-03, J-20.16-02, J-20.20-02, J-20.26-01, J-21.10-04, J-21.15-01, J-21.16-01, J-21.17-01, J-21.20-01, J-22.15-01, J-22.16-02 OR J-26.10-02. 5 ALL TYPE III SIGNAL STANDARDS AND STREET LIGHT STANDARDS SHALL HAVE BOLT ON LUMINAIRE ARMS. THE BOLTS AND/OR NUTS SHALL BE FIELD INSTALLED AND BE ACCESSIBLE AFTER INSTALLATION FROM OUTSIDE OF POLE. a. VEHICLE SIGNAL HEAD b. SIGN, WSDOT STD. PLAN G-30.10-03 c. DECORATIVE LUMINAIRE ARM, SEE ILLUMINATION PLANS d. PRE-EMPT DETECTOR e. SIGNAL MAST ARM f. DECORATIVE LUMINAIRE, SEE ILLUMINATION PLANS g. PEDESTRIAN SIGNAL HEAD h. TERMINAL CABINET j. PEDESTRIAN PUSHBUTTON ASSEMBLY, WSDOT STD. PLAN J-20.26-01 k. HANDHOLE, WSDOT STD. PLAN J-28.50-02 m. VIDEO DETECTION CAMERA 8' -p" TYPE PS PED. HEAD STANDARD TYPE I VEHICLE HEAD STANDARD i 1 �i f -E SEE VIDEO CAMERA SUPPORT HARDWARE AND MOUNTING DETAILS SHEET SG9 n 81 N 62 B2 B3 b 64 B5 B6 B8 B9 a b B7 2 a b m b I I I I 1 I I VERTICAL CLEARANCE MINIMUM: 16'-6" I MAXIMUM: 19'-0" LIMITS OF VERTICAL CLEARANCE REQUIREMENT 3 11 I K A2 I lai or i 1 b � � I h � 1 1 ( Al 1 ! I g g � 12 \� (� 12'_0„ 8,-0„ 2 I\�Ell I I 2' k MIN. F� TYPE 11 TYPE III & III MODIFIED SIGNAL STANDARD POLE STANDARD MAST ARM COMBINATION LIGHTING SIGNAL STANDARD AND MAST ARM TYPE IV TYPE V TYPE SD STRAIN POLE COMBINATION LIGHTING SPECIAL DESIGN STANDARD STANDARD AND STRAIN ,^ 1 ABOVE LANDING ,J CURB OR EDGE OF SHOULDER SIGNAL HEAD/HARDWARE ATTACHMENT POINT ANGLE DEGREES CLOCKWISE FROM ATTACHMENT POINT TYPICAL E1 SIGNAL ARM ATTACHMENT POINT POLE ORIENTATION ANGLE (P.O.A.) O DEGREES CLOCKWISE FROM OFFSET LINE TO 0 DEGREE POINT (SETS ROq AN(CHOR BOLT ORIENTATION) w'qy 90' 0' + 180' ,TION STATION POLE ORIENTATION & ATTACHMENT POINT DETAIL PLAN VIEW ALL HANDHOLES AT 180' SIGNAL STANDARD DETAIL CHART X FIELD LOCATION MOUNTING HEIGHT (FT) ARM LENGTH (FT) OFFSET DISTANCES (FT) (Z) (POLE CL TO ATTACHMENT POINT) WINDLOAD AREAS (FT2) (X)(Y) (X)(Y)(Z) POLE ATTACHMENT POINT ANGLES (DEG.) FOUNDATION DEPTH (FT) BOTTOM OF FLANGE TOP OF FOUNDATION REMARKS TYPE TOTAL (Ff3) ELEVATION ELEVATION STD a/b c d e g l g2 h j 1 j2 k1 k2 3' RD 3' SQ 4' SQ STATION OFFSET (FT) P.O.A. Al A2 E C B1 B2 83 B4 B5 B6 87 B8 B9 B 10 B 1 1 B12 B13 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B 1 1 B12 1313 N0. 1 24+17.16 ' 51.50 RT 0 III 17 35 40 12 40 29 35 24 9 9.2 9.2 13 751.8 0 0 135 180 180 10'-0" 8'-0" 8'-0" 31.64' 0 III 18 35 35 12 35 30 21 26 16 8 9 9.2 9.2 13 888.2 0 0 135 180 11'-0" 9'-0" 9'-0" 31.75' 18 35 35 23.5 27 30.5 13.5 9.2 9.2 18 781.2 p 180 2 22+98.42 43.32' LT (MOD) 270 0 270 WSDOT STD. J-20.11-02 31.89' 3 23+74.99 33.45' RT 0 PPB p 0 270 0 WSDOT STD. J-21.10-04 32.02' 4 23+7079 40.23 RT 0 I 0 90 0 WSDOT STD. J-21.10-04 31.93' 5 2 3+33.17 46.89 R T 0 PS 0 0 90 WSDOT STD. J-21.10-04 3.1.82' 6 23+70.42 41.64' LT 0 PS I: CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER APPROVED:A10F *RENT6N 6ATE' JI CONFORMED PLAN DATE: SURVEYED: SCALE: NTS '�� NAVD 19� .. ,� CITY OF CITY OF RENTON HORIZONTAL: NAD 1983(1991) �► DESIGNED: POWELL " LOGAN AVENUE N PAGE:FIELDB DRAWN: _ FJENTON N AIRPORT WAY TO N 6TH STREET PAGE: J. BEAN DRAWING N0: CHECKED: I AT FULLONE NSCALE CH DATUM Planning/Building/Publi<,- Works Dept. LOGAN AVE N AND N 4TH ST SG7 M. HENDRIX IF NOT ONE INCH SHEET: OF NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SIGNAL PLAN 76 96 Ld z z W F- C) Lij D z W D- Q z Q 0 O J J -BOX (� TERMINAL CABINET ,nor .7L�9G " C- cC 13 13 [3 c] memr I r.m. I. : i► Ill CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER TERMINAL CABINET TERMINAL CABINET an :3=13 -mmia .7L�G " U C n - 13 13 [3 m, 13 r.m. n I. TERMINAL CABINET TERMINAL CABINET an :3=13 -mmia m 1 ' • 13 i ; ' 0 OKAD : 0 • • M i 13 s r3::o 10" ! -O .. Q 13 I. 1-3CS, 1-5C, VIDEO, 1—CAT5e POLE #5 2-2CS VID 1-2C 3-5C 21 ` Limllul m 1 ' • 13 i ; ' 0 OKAD : 0 • • M i 13 s r3::o 10" ! -O .. Q 13 mim� : i► Ill OEM,' omc 1 ••1 Mum[] POLE #1 ,Q M to U � > 1 J INTERCONNECT TO 25—`TA VAULT J—BOX 1-24SMFO TO CONTROLLER CABINET APP VED: CONFORMED PLAN _ 1 OF RENTON E SURVEYED: SCALE: VERTICAL: NAVD 1988 DESIGNED: NTS HORIZONTAL• NAD 1983(1991) B. POWELL DRAWN: J. BEAN ONE INCH� DATU M CHECKED: AT FULL SCALE M. HENDRIX IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY -. CITY OF RENTON Planning/Building/Public: Works Dept. - . iiii'': p 11 '1 gl 1 111111111 '111 ML4 � 4140111''i 11111111 cmc : • cmc TRAFFIC CONTROLLER CABINET UNUM 0 m 1 ' [30M0 .: i ; ' 0 OKAD : 0 • • M i 13 s r3::o MIME i ! -O .. Q c . mim� : i► Ill omc Mum[] 01m: 1 U :• Q m • :c ; o m i r c t .. r 0®� -- m�� : 0•G -� o®� r MIME • o••CA- MIME ' OIm mm� OmG o•,•c omc a•.c oKc o••c oKIM�' til 0 •• c r • , � ' G • M G r _ .., o c 0 ' DSC � oic OmoG : M 1 o„r. .. o .: o .:. 13. a •, c' omc mumc MIM 'A M •., MUNI]. M .:. 0 mm- ' m, r omc OtxmG : m C cmc : • cmc TRAFFIC CONTROLLER CABINET UNUM 0 [30M0 .: i ; ' 0 OKAD : 0 • • M i 13 s r3::o i ! -O .. Q c . : i► Ill .. 1 U :• Q _ . :c ; o 130 : 0 : o ca A [-I fw6rE Ai:o .i o : o 13 .. • .: i ; ' 0 OKAD : 0 • • M i 13 s r3::o i c . DATE: CITY OF RENTON LOGAN AVENUE N FIELDBDDK: N AIRPORT WAY TO N 6TH STREET PAGE: DRAWING NO: LOGAN AVE N AND N 4TH ST SG8 SIGNAL PLAN SHEET: OF: 77 96 0�� NE Y4 SEC 18, T 23 N, R 5 El W.M. BACK OF SIDEWALK "PROPERTY RESTORATION" INCLUDES RESTORATION (1F EXISTING IRRIGATION SYSTEMS. SEE SPECS nrf"%iKI `IIKIf% nc I AKlrNQrADG" lAlrlPV CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER LICENSE N 857 EXPIRES ON 4 Rol REVISION J, HOWARD NAM B. SCHNEIDER J. VONG 1 "= 20' ONE INCA! --- AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY + +� An, ;:.10 CONFORMED PLAN AIT DAfE •► CITY OF RENTON Planning/Building/Public Works Dept. FEDERAL AID NO. STPUL-1 131 (002) SCALE ! ! 20 40 FEET DATE: CITY OF RENTON MY 15, 201 LOGAN AVENUE N FI°�°" : AIRPORT WAY TO N 6TH STREET Df L1 PLANTING PLAN Slim. 79 OR96 0 Ld LA NE X SEC 18, T 23 Nq R 5 Ev W.M. BACK OF SIDEWALK "PROPERTY RESTORATION" INCLUDES RESTORATION OF EXISTING IRRIGATION SYSTEMS. SEE SPECS I li / i.-11111 ! 1'tV .� IV I 1 \a....� .../ ....V \! u . . v .... . . . .. . . ..v .mow v. ....mo. 's DO NOT BEGIN COTONEASTER BACK OF SIDEWALK "PROPERTY RESTORATION" wri I in q r'I 1TTINC. ANn r.APPING FXISTTING IRRIGATION SYSTEMS. SEE SPECS CALL 2 BUSINESS DAYS BEFORE: YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER STATEI OF iUMPT 8. LICENSE N EXPIRES ON — ITECT m 0- w W V) LLIMIT OF PLANTING EQUALS LIMIT OF GRADING -- SEE CIVIL DWG. MEET & MATCH ADJACENT GRADE & LANDSCAPE W/ SMOOTH TRANSITION, TYP B. SCHNEIDE- ...APPROVED.J. VONG IFIL CH ONE SCALE A7 FULL SCAS.E IF NOT ONE INCH SCALE ACCORDINGLY ® jll� 11 � I IF 11 SEE SHEET L8 FOR PLANTING NOTES, LEGEND, ABBREVIATIONS, AND PLANTING SCHEDULES. CONFORMED P LAN APPROVED: elOF RE�NN��� bA"fE is CI OF � REN"roN Planning/Building/Public Works Dept. SCALE 010 0 20 40 FEET CITY OF RENTON LOGAN AVENUE N N AIRPORT WAY TO N 6TH STREET 4AY 15v 2011 PAGE: MAANNG W. u SHEET: 80 `96 I z ILA - LLJ Lij 0, 0 V) LLJ z 1 —17 C) CALL 2 BUSINESS DAYS BEFOK- YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER SE Y4 SEC 7, T 23 N:q R 5 Es W.M. STATES OF WASHIWTO J LTNfT - Bw VO LICENSE NO.h` EXPIRES ON mo REVISION MIAMIDESMED: J. --.-HOWARD MAW B. SCHNEIDER APPROVED:III j. VONG SCALE: 1 "=20' ONE INCH AT RJLI- SQM IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL- NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM lq� a AIL Em "T 4b 121 ILTOM "D CITY OF RENTON Planning/Building/Public.. Works Dept. 00 SCALE 20 0 20 40 FEET CITY OF RENTON LOGAN AVENUE N N AIRPORT WAY TO N 6TH STREET PLANTING PLAN PAM- 15, 201 SE Y4 SEC 7, T 23 N, R 5 E, W.M. CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5x55 UTILITIES UNDERGROUND LOCATION CENTER STATOF WASH GTON LICE SED LAND APE ARCHITECT JUtlfr e' VO%G LICENSENO 857 EXPIRES ON Rol REVISION HOWARD B. SCHNEIDERA. LOOMA APPROVED. J. VONG 1 "=20' �---- ONE INCH AT T FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL-• NAW 1988 HORIZONTAL: NAD 1983/1991 'U)DATUM SEE SHEET L8 FOR PLANTING NOTES, LEGEND, ABBREVIATIONS, AND PLANTING SCHEDULES. CONFORMED PLAN APPROVED: dITY OF RENTON J&... CITY MJF 64 REN"rON Planning/Building/Public Works Dept. 6010mg 20 0 20 40 FEET CITY OF RENTON LOGAN AVENUE N N AIRPORT WAY TO N 6TH STREET AAY 159 201 FIE! S"; PAGE: DRAMPIIG NO. L4 SHUT. 82 OF 96 CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-555` UTILITIES UNDERGROUND LOCATION CENTER SE Y4 SEC %, T 23 Nj R 5 Ev W.M. I FEDERAL AID NO. STPUL-1 131 (002) STATER OF Jif ' LICENSE EXPIRES ON A"I m REVISIONJ. J. HOWARD DRAWN: B. SCHNEIDCR APPROVED. VONG oNE ItP! AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAW 1988 HORIZONTAL: HAD 1983%1991 DATUM -91 • - • • ,;,0N . • CONFORMED PLAN PPR ACITYOF RENTON• a: ,z.. CITYOF RENTON Planning/Building/Pudic; Works Dept. SCALE 20 O 20 40 FEET CITY OF RENTON LOOAN AVENUE N N AIRPORT WAY TO N 6TH STREET 4AY 15, 201 RELINO : PAGE: DRAWNG NO: L5 SHEET OF�83 6 CJ w U. J }&¢ PLANTING ENLARGEMENT A *A ;!! PLANTING ENLARGEMENT B K"2 PLANTING ENLARGEMENT C 1 L14 EXISTING TREES TO REMAIN W/ t , DRIPL ---SEE SEE CIVIL DWG FOR �- TREE PROTECTION. SOIL PREPARATION NOT REQUIRED WITHIN DRIPLINE OF EX TREES TO REMAIN STREET/PEDESTRIAN LIGHT, SEE ELEC DWG TREE PROTECTION FENCE [R-Flaq on 14 oll.1 U W/ WITH PLANTING NOTES DISCREPANCIESFEDERAL AID NO. STPUL-1 131 (002) 1. WHERE NEW TREES ARE PROPOSED W/IN EX VEGETATION, CLEAR & GRUB EX VEGETATION TO W/IN 31' RADIUS CENTERED ON PROPOSED TREE LOCATION. FIELD VERIFY CLEARING & GRUBBING PRIOR TO BEGINNING WORK. PLANT PER DETAILS 2/1_11 OR 5/1_11 AS APPLICABLE. 2. ANY AND/OR SPECS SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTIONOF ENGINEER PRIOR TO PROCEEDINGCONSTRUCTION 3. THE CONTRACTOR RESPONSIBLE FOR LOCATING PRIOR TO BEGINNING CONSTRUCTION e LANDSCAPE i1.i! SHALL RESPONSIBLE FOR COORDINATION W/ S'. i •! i ! TO ACCOMPLISH PLANTING OPERATIONS. 5. SEE SPECIFICATIONS FOR HAND WATERING REQUIREMENTS FOR INSTALLATION R 6. TREE PERCENT & AND @ AT B&B BALLED AND BURLAPPED CAL CALIPER � CENTER LINE CONT CONTAINER DIA DIAMETER DWG(S) DRAWING(S) EX EXISTING FT FOOT GAL GALLON HT HEIGHT MAX MAXIMUM MIN MINIMUM OC ON CENTER QTY QUANTITY SPECS SPECIFICATIONS SQ SQUARE SYM SYMBOL NP TYPICAL W/ WITH PLANTING NOTES DISCREPANCIESFEDERAL AID NO. STPUL-1 131 (002) 1. WHERE NEW TREES ARE PROPOSED W/IN EX VEGETATION, CLEAR & GRUB EX VEGETATION TO W/IN 31' RADIUS CENTERED ON PROPOSED TREE LOCATION. FIELD VERIFY CLEARING & GRUBBING PRIOR TO BEGINNING WORK. PLANT PER DETAILS 2/1_11 OR 5/1_11 AS APPLICABLE. 2. ANY AND/OR SPECS SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTIONOF ENGINEER PRIOR TO PROCEEDINGCONSTRUCTION 3. THE CONTRACTOR RESPONSIBLE FOR LOCATING PRIOR TO BEGINNING CONSTRUCTION e LANDSCAPE i1.i! SHALL RESPONSIBLE FOR COORDINATION W/ S'. i •! i ! TO ACCOMPLISH PLANTING OPERATIONS. 5. SEE SPECIFICATIONS FOR HAND WATERING REQUIREMENTS FOR INSTALLATION R 6. TREE LOCATIONS SHOWN ON PLANTING PLANS (SHEETS L1 TO L7) ARE APPROXIMATE; IF FIELD ADJUSTMENTS ARE NECESSARY THE FOLLOWING MIN SETBACKS FOR CENTERLINE OF TREE TRUNKS TO EDGE OF DRIVEWAY, FACE OF CURB OR INTERSECTION AND TO CENTER OF ALL OTHERS SHOWN SHALL APPLY: A. STREET LIGHTS 30' B. PEDESTRIAN LIGHTS 20' C. DRIVEWAYS 10' D. INTERSECTIONS 40' E. . UNDERGROUND SEWER & WATER LINES 6' F. UNDERGROUND GAS LINES 6' G. UNDERGROUND HIGH PRESSURE GAS LINES 6' H. UTILITY/POWER POLES 10' 1. UNDERGROUND FIBER CABLE 6' J. POWER POLE W/ TRANSFORMER 30' SYM QTY SCIENTIFIC/COMMON NAME SIZE/REMARKS SYM QTY SCIENTIFIC/COMMON NAME SIZE/REMARKS SYM QTY SCIENTIFIC/COMMON NAME SIZE/REMARKS TREES 4 Acer circinatum / 6'-7' HT; B&B; FULL, WELL BRANCHED VINE MAPLE & WELL ROOTED; MULTI --TRUNK W/ 3 MAIN TRUNKS 9 Fraxinus americana 'Autumn Purple' / 3" CAL; B&B; FULL, WELL BRANCHED & AUTUMN PURPLE ASH WELL ROOTED; STRAIGHT CENTRAL LEADER & SINGLE TRUNK; SYMMETRICAL BRANCHING HABIT; 6' BRANCH HEIGHT 2 Fraxinus pennsylvanica 'Leprechaun' 0 / LEPRECHAUN GREEN ASH ® 9 Parrotia persica 'Vanessa' / VANESSA PERSIAN IRONWOOD 16 Tilia cordata 'Halka' / SUMMER SPRITE LINDEN 3" CAL; B&B; FULL, WELL BRANCHED & WELL ROOTED; STRAIGHT CENTRAL LEADER & SINGLE TRUNK; SYMMETRICAL BRANCHING HABIT, 6' BRANCH HEIGHT 2" CAL; B&B; FULL, WELL BRANCHED & WELL ROOTED; STRAIGHT CENTRAL LEADER & SINGLE TRUNK; SYMMETRICAL BRANCHING HABIT; 6' BRANCH HT 2" CAL; B&B; FULL, WELL BRANCHED & WELL ROOTED; STRAIGHT CENTRAL LEADER & SINGLE TRUNK; SYMMETRICAL BRANCHING HABIT; 6' BRANCH HEIGHT SYM QTY ITEM SIZE/REMARKS 1,212 SF 1 3" COMPACTED DEPTH BARK OR WOOD - ts BARK OR WOOD CHIP MULCH CHIP MULCH ON TOP OF 4 COMPACTED DEPTH TOPSOIL TYPE A 648 SY 2 SEE SPECS — SOIL PREPARATION SEEDING, FERTILIZING & MULCHING INCLUDES 4" COMPACTED DEPTH TOPSOIL TYPE A CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER STATE OF WASHINGTON CEN ED LANDSC E RCHITECT JUL I B. VQ G LICENSE NO. 8 EXPIRES ON M SHRUBS 145 Cotoneaster dammeri 'Coral Beauty' / 2 GAL CONT; FULL, WELL CORAL BEAUTY COTONEASTER BRANCHED & WELL ROOTED 285 Prunus laurocerasus 'Mt. Vernon' / MT VERNON LAUREL 1,458 Prunus laurocerasus 'Mt. Vernon' j MT VERNON LAUREL 0 260 Rosa x 'Radcon' / PINK KNOCK—OUT KNOCK—OUT.OSI 46 Arbutus unedo 'Compacta' j DWARF STRAWBERRY TREE 47 Spiraea thunbergiilg+r MELLOW iSPIREA 2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED; 2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED; TRIANGULAR SPACING @ MAX 30" OC WITH 24" OFFSET FROM ADJACENT WALK OR CURB 2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED 5 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED i 1 2011 !. ! FVWA 9 1 ii J. HOWARD FORAM. i A. WOMA J. VONG SCALE - 1 "-2Q' ow INM AT FtH.t. SCALE 1F NOT ONE INCH SCALE ACCORDINGLY VERTICAL. NAVD 1988 HORIZONTAL: NAD 1983/1991 ?'U) DATUM 1< 0 E� { GROUNDCOVERS 2,704 Sedum rupestre 'Angelina' ANGELINA SEDUM 251 Teacrium chamaedrys / WALL GERMANDER 577 Teucrium chamoedrys WALL GERMANDER 1 GAL CONT; FULL & WELL ROOTED 1 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED; MAX 36" OC W/ 30" OFFSET FROM ADJACENT WALK OR CURB 1 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED; TRIANGULAR SPACING @ MAX 18" OC W/ 15" OFFSET FROM ADJACENT WALK OR CURB OTHER * Ncndina domestica 'Gulf Stream' / GULF STREAM HEAVENLY BAMBOO SEE CIVIL DWGS FOR QUANTITIES CONFORMED PLAN APPROVED: el I OF ,f 1 :• CITY CSF RENr1r0N Planning/Building/Public Works Dept. FILTERRA UNIT TO BE PLANTED BY MANUFACTURER; PLANT TO BE 18" MIN HT ABOVE FILTERRA GRATE AT TIME OF PLANTING; FULL, WELL BRANCHED & WELL ROOTED; SEE CIVIL DWGS CITY OF RENTON LOGAN AVENUE N, N AIRPORT WAY TO N 6TH STREET !LANTING SCHEDULE, LEGEND, NOTES : ABBREVIATIONS i! WRAP GROUNDCOVER PLANTS AROUND PLANTING STRIP ENDS AS SHOWN. NOT TO SCALE WRAP GROUNDCOVER PLAN AROUND PLANTING STRIP ENDS AS SHOWN. I NOT TO SCALE CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER -IT i�lg k pig I u FEDERAL AID NO. STPUL-1 131 (002) POINT OF BEGINNING FOR LAYOUT CENTERLINE OF TREE -CONTINUE & REPEAT PLANTING LAYOUT PATTERN, TYP -CONTINUE & REPEAT PLANTING LAYOUT PATTERN, TYP .72 49-6" 18 P I Typ TYP CURB, SEE CIVIL DWG Ty 36 lypt STATE OF WASHIGT. LICE SED LANDSLIP ARCHITECT JUL-TT B. "'-'NG LICENSE NO 57 EXPIRES ON L11 4 1 SOIL PREPARATION L11J Im REVISION NOTES: 1. WHERE PATTERN MEETS DRIVEWAYS, INTERSECTIONS, LIGHT POLES, EXISTING TREES, OR FILTERRA UNITS, FIELD STAKE PLANT LAYOUT FOR ENGINEER REVIEW & APPROVAL PRIOR TO PLANTING. 1,,. ---POINT OF BEGINNING FOR LAYOUT CONFORMED PLAN APPROVED: ,l'e'll'Y'dF"kENT0N err , � �. J. HOWARD DRAW B. SCHNEIDER CHECKEIX. A. LUOMA • SCALE_ 1 "= 5' ONE INCH AT FULL SCAIE IF NOT ONE INCH SCALE ACCORDINGLY CL CL 00 I SEE SHEET L-8 FOR PLANTING NOTES, LEGEND, ABBREVIATIONS, AND PLANTING SCHEDULES. :: CITY OF REN"TCN Planning/Building/Public Works Dept. CITY OF RENTON LOGAN AVENUE N N AIRPORT WAY TO N 6TH STREET PLANTING ENLARGEMENTS DAM 4AY 15, 201 PAM m w a z w J I% TOP OF ROOT CROWN TO BE 1 HIGHER THAN FINISH GRADE 3"' BARK OR WOOD CHIP MULCH DEPTH- KEEP MULCH LAYER AWAY FROM FOLIAGE AND BASE OF PLANT STEM ',FINISH GRADE PRIOR TO PLACING l.'j' OR i•r ! MULCH LIGHTLY SCARIFY ROOTBALLTO LOOSEN !•• PRIOR TO PLANTING SLOPEr OF PLANTING _, • BACKFILL W/ TOPSOIL TYPE A UNDISTURBED • OR EX SOILI COMPACTED TO 85% MAX DRY DENSITY; '• r', 3 PRIOR ! CONSTRUCTION PLANTING • TO BE • LARGER THAN DIA OF.ROOTBALL FOR i i• i i illlllr , SECTION DIA • '•i •. SHRUBS GROUNDCOVER & SHRUB PLANTING UOT TO SCALE CURB, SEE CIVIL DWG'. BARK OR WOOD CHIP MULCH TREE RING TREE TRUNK SHALL BE MIN 6" OUTSIDE OF TREE STAKES „ TREE TRUNK V) Ra J in I__In 0 W 00 w w .may N -- �,- -- Y2"-1 WIDE WEBBED FABRIC TAPE ARBOR TIE o OR APPROVED EQUAL), SECURE TO TREE STAKE W/ #2 PENNY COMMON NAIL (ONE PER STAKE) TREE STAKE / ROOTBALL LOOP DIAMETER SHALL BE 6"--8" GREATER THAN TREE TRUNK DIAMETER. SECURE LOOP WITH PLAN OVERHAND SLIPKNOT, PULLED AGAINST A SECOND OVERHAND KNOT, TIED ON THE WEBBED FABRIC TAPE (2) 2" DIA WOOD DOWELED TREE STAKES W/ CHAMFERED TOP & 6" CONICAL POINT BOTTOM, KEEP CLEAR OF ROOTBALL 3" DEPTH BARK OR WOOD - WEBBED FABRIC TAPE CHIP MULCH -- TOP OF ; MULCH SHALL BE FLUSH TO �, \ TOP OF ROOT CROWN TO BE 1" HIGHER THAN FINISH GRADE TOP 0= PAVING OR CURB 3 DEPTH BARK OR WOOD CHIP MULCH SIDEWALK -- SEE r . •----- FINISH GRADE PRIOR TO PLACING CIVIL DWGS Z tF r. s BARK OR WOOD CHIP MULCH BACKFILL WTOPSOIL TYPE A 31 FULL THOROUGHLY WATER / UNDISTURBED EX • OR EX SOIL COMPACTED TO MAX Dr DENSITY,r POSITIVE DRAINAGE r,. ii•r TO CONSTRUCTION NOT TO SCALE ' APPROX SETTLE PRIOR TO PLACING FINAL Y4 TOPSOIL TYPE A ON TOP THREE TIMES 1:1 MAX SLOPE ON SIDES OF PLANTING HOLE, SCARIFY SIDES DIA OF AND BOTTOM OF PLANTING HOLE ROOTBALL CUT AND COMPLETELY REMOVE STRINGS, TWINE, BURLAP, FABRIC 6 FT SQ BAGS, AND/OR WIRE BASKETS FROM ROOTBALL AND REMOVE MATERIAL FROM PLANTING PIT. REMOVE ITEMS AFTER PLACING TREE SECTION IN PLANTING PIT PROVIDE •:1 CROSS SLOPEFROM CENTER OF PLANTING i t l PROVIDE SMOOTH TRANSITION OF 6:1 1 r OF PLANTING 1 r ! ! WIDTH VARIES DEPTH OR WOOD CHIP INSTALL•• OF FLUSH TO TOP OFPAVING it r SIDEWALK, DWGS •,rrrrrrrrrr.re�rrrrrr�rrrrrrr / DEEPTH i!• BARRIER- 20LF ER TREE OC WITH CENTER OF •r►'f i TRUNK MITI - 6" WIDE X / DEEP GRAVEL , BACKFILL ol ALONG EDGE OF SIDEWALK TOPSOIL Tr SLOPE"__�SCARIFY SUBRADE TO MIN 6" DEPTH & i ' l TO AVOID VERIFY POSITIVE DRAINAGE PRIOR TO UNDERMINING SIDEWALK : RINSTALLING TOPSOILr UNDISURBED EXIST SOILOR EXIST SOIL COMPACTED TO NOTES:DRY DENSITY 1. ROOT BARRIER SHALLABUT SIDEWALKr 2. TOP OF ROOT BARRIER SHALL BE 1 " BELOW TOP OF PAVING 3. CAREFULLY HAND DIG PLANTING EDGES TO AVOID UNDERMINING ADJACENT rA r, PAVING s � CURB t!SUBBASE 4. VERIFY DRAINAGE W/ PERCOLATION TEST PRIOR TO INSTALLATION OF TOPSOILPLANTING5. SEE SCHEDULE FOR SOIL PREPARATION IN BA SIDEWALK RESTORATION •'j •` s , TREE PROTECTION ri• AREAS. , SHEET Ll 1 FOR SOIL PREPARATION IN BACK OF ! , TREE, SHRUB i GROUNDCOVER PLANTING Ar REMAIN.6. SOIL PREPARATION NOT REQUIRED WITHIN DRIPLINE OF EX TREES TO DWG FOR TREE PROTECTION. SOIL PREPA ION (MEDIAN NOT TO SCALE CALL 2 BUSINESS DAYS BEFORE YOIJ DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER STATE WASHING N LICENSE LANDSCAPE. AR HITECT JULIET-",ff. VON) LICENSE No. 857 EXPIRES ON BARK OR WOOD i MULCH r RING SHALL BE OUTSIDE TREE i TREE TRUNK \\' Y cn � w Z w O _0 E.f i Inti 0 LLJ00 Z !! UNDISTURBED EX SOIL OR EX SOIL COMPACTED TO 85% MAX DRY 6 FT SQ DENSITY, VERIFY POSITIVE DRAINAGE PRIOR TO CONSTRUCTION SECTION I Ed mill • ® • NOTE: FOR SOIL PREPARATION REQUIREMENTS IN 1) BARK OR WOOD CHIP MULCH AND 2) SEEDING PLANTING AREAS, SEE RESTORATION PLANTING SCHEDULE --------------------------- SECTION 12" DEPTH TOPSOIL TYPE A SCARIFY SUBGRADE TO A MIN 6" DEPTH & VERIFY POSITIVE DRAINAGE PRIOR TO INSTALLING TOPSOIL TYPE A UNDISURBED EXIST SOIL OR EXIST SOIL COMPACTED TO 85 MAX DRY DENSITY ;I- DFNOTTOSCALE TREE TRUNKS. SECURE A MINIMUM 0`F THREE MAIN TRUNKS 1111*1001 Y2"--1 " WIDE WEBBED FABRIC TAPE (ARBOR TIE OR APPROVED EQUAL), SECURE TO TREE STAKE % PENNY COMMON NAIL(ONE PER STAKEW/ #2 ) TREE STAKE \1 ROOTBALL `— LOOP DIAMETER SHALL BE 6"--8" GREATER THAN TREE TRUNK DIAMETER, SECURE LOOP WITH PLAN OVERHAND SLIPKNOT, PULLED AGAINST A SECOND OVERHAND KNOT, TIED ON THE WEBBED FABRIC TAPE (2) 2" DIA WOOD DOWELED TREE STAKES W/ CHAMFERED TOP & 6" CONICAL POINT BOTTOM, KEEP CLEAR OF ROOTBALL WEBBED FABRIC TAPE TOP OF ROOT CROWN TO BE 1" HIGHER THAN FINISH GRADE 3" DEPTH BARD; OR WOOD CHIP MULCH T-�----FINISH GRADE PRIOR TO PLACING BARK OR WOOD CHIP MULCH BACKFILL W/ TOPSOIL TYPE A 3/4 FULL, THOROUGHLY WATER SETTLE PRIOR TO PLACING FINAL 1/4 TOPSOIL TYPE A ON TOP 1:1 MAX SLOPE ON SIDES OF PLANTING HOLE, SCARIFY SIDES AND BOTTOM OF CUT AND COMPLETELY i! STRINGS, BURLAP, i A! , Bi BAGS, r BASKETS FROMROOTBALL AND REMOVE MATERIAL R, r PLANTING A i REMOVE • AFTER PLACING i i IN PLANTING PIT rl MULTI -TRUNK DECIDUOUS TREE PLANTING J J NOT TO SCALE CONFORMED PLAN HORIZONTAL NAD 19W/199"'.. -... •. r ' . DATUM PR r CITY F RENi •N I ., CITE' OF REN'roN Planning/Building/Public Works Dept. CITY OF RENTON Y 15, 201 LOGAN AVENUE N FX` *OW: N AIRPORT WAY TO N 6TH STREET PAGE DRAWING M0: L11 PLANTING DETAILS SHM: 89 OP 96 Ld Q z s-- w 0 i z W D z W Q z Q 0 0 J 91 ilia :aim Le All ma OZ1701 III STARTIN Nfv OCTAA.1 MESSAGE BOARD PRIOR TO DETOU N.T.S CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER GSA �pF N � 1t4 CA= 25359 �p ��``' �oscEg G�� Nil EN m PROJECT LIMITS • • • ®• • SUGGESTED DETOUR ROUTE NOTES 1. SIGN LOCATTIONS ARE SCHEMATIC. SIGN LOCATIONS SHALL BE INSTALLED TO NOT CONFLICT "--4'X8' 1/2" EXTERIOR PLYWOOD WITH OTHER CONSTRUCTION SIGNS AS REQUIRED (SMOOTH BOTH SIDES, ABX) BY THE TC PLANS. 2. WHERE SHOWN, DETOUR SIGNS SHALL BE PLACED APPROXIMATELY 100' IN ADVANCE OF WHERE A TURN IS REQUIRED. TABLE �x, DESCRIPTION; ;\ ROAD WORK AHEAD LOGAN AVE N DETOUR, UP ARROW LOGAN AVE N DETOUR, LEFT ARROW LOGAN AVE N DETOUR, RIGHT ARROW END DETOUR NO RIGHT TURN nkm FLAGGER AHEAD BE PREPARED TO STOP EAJDED �UUgMmm# 1 OGAN AVENUE QVEMENT RQJECTF 4 .f t _1 tTy -Of D ► 1 TIB 4RO FUNDS: FEDERAL AID 2.5 COORA'CT,A44 $2 ,,,OUNT 3 CONTR��&09: Federal Highway � 31) Adminisrcation DETOUR SIGN SIGN � MUTCD CODE Oi w2o-1 O2 M4-9 O3 M4-9 O4 M4-9 O5 M4 -8a O6 R3-1 * 7O W20-7 * O8 W3-4 2"X4" DIAGONAL BRACE D.F. STD.&BTR. (TYP.) 1 '0" 4"X4"X 12' VERTICAL POSTS TREATED (TYP.) PROJECT IDENTIFICATION SIGN * THESE SIGNS SHALL ONLY BE DISPLAYED WHEN FLAGGERS ARE ON-SITE. SIGN CONFIGURATION FOR OO ' OO & OO r LOGAN AVE N� DETOUR LF - _1 ----J ** I I I I I L_J ** ARROW DIRECTION AS NOTED N.T.S C REVISION 11 Fff m •3 M I 7'0" ABOVE ROADWAY (MIN) 1 0 0 � 1. QUANTITY: THE CONTRACTOR SHALL INSTALL TWO (2) SIGN AT THE DIRECTION OF THE ENGINEER PER SPECIAL PROVISIONS SECTION 8-27. SIGNS SHALL BE INSTALLED WITHIN FIVE (5) CALENDAR DAYS FROM NOTICE TO PROCEED. 2. PAINTING: THE FACE AND EDGES OF THE 1/2 INCH PLYWOOD SIGN BOARD SHALL HAVE ONE PRIME COAT AND TWO COATS OF EXTERIOR ENAMEL. THE POSTS, BRACES AND BACK OF SIGN BOARD SHALL HAVE ONE COAT OF PRIMER AND EXTERIOR ENAMEL. THE BACKGROUND COLOR IS WHITE::. 3. LETTER TYPES: THE LEITER TYPE SHALL BE SOLID HELVETICA MEDIUM EXCEPT THE LOGO WHICH WILL BE PROVIDED BY THE CITY. ALL LETTERS AND NUMBERS WILL BE BLACK. 4. LETTER SIZE: 4" LETTERS ARE 1/2" WIDE; 3" LETTERS ARE 3/8" WIDE; 2" LETTERS ARE 1/4" WIDE. 5. LOGOS: SIGN SHALL INCLUDE CITY OF RENTON SEAL, TRANSPORTATION IMPROVEMENT BOARD (TIB) AND FEDERAL HIGHWAY ADMINISTRATION (FHWA) LOGOS. SIGN MUST BE APPROVED BY ENGINEER PRIOR TO INSTALLATION. 1 *** EXACT LOCATION TO BE APPROVED CONFORMED PLAN] BY THE ENGINEER. am r r r • i 1�` f ENtON zr a FEDERAL AID NO. STPUL-1 131(002) � leia j 1. THE CONTRACTOR IS RESPONSIBLE FOR MODIFYING THESE TRAFFIC CONTROL PLANS TO MATCH THE CONTRACTOR'S CHOSEN METHOD OF WORK IN ACCORDANCE WITH SECTION 1-10.2(2) OF THE STANDARD SPECIFICATIONS. ALL COSTS ASSOCIATED WITH THE CONTRACTOR'S DEVELOPMENT OF TRAFFIC CONTROL PLANS, AND FOR THE IMPLEMENTATION OF THE TRAFFIC CONTROL PLANS NECESSARY TO SUPPORT THE CONTRACTOR'S CHOSEN METHOD OF WORK SHALL BE INCLUDED IN THE CONTRACTOR'S VARIOUS INDIVIDUAL BID ITEMS RELATED TO TEMPORARY TRAFFIC CONTROL AT THE TIME OF BID SUBMITTAL. THERE WILL BE NO ADJUSTMENTS MADE TO THE BID ITEMS RELATED TO TEMPORARY TRAFFIC CONTROL AFTER THE TIME OF BID SUBMITTAL, THE CONTRACTOR'S ORIGINAL BID SUBMITTAL SHALL BE FULL PAYMENT FOR ALL TEMPORARY TRAFFIC CONTROL ELEMENTS NECESSARY TO SUPPORT THE CONTRACTOR'S CHOSEN METHOD OF WORK. 2. ALL EXISTING AND FUTURE IMPROVEMENTS, INCLUDING UTILITIES, ARE NOT SHOWN ON THIS DRAWING. FOR ADDITIONAL INFORMATION, SEE THE APPLICABLE CONTRACT DRAWINGS. 3. IN ALL CASES, UNDERGROUND UTILITIES SHALL BE CONSTRUCTED PRIOR TO START OF FINAL SURFACE IMPROVEMENTS SUCH AS, BUT NOT LIMITED TO, PAVEMENT BASE MATERIAL, SIDEWALKS, CURBS AND GUTTERS, PAVEMENTS, ETC. 4. CONSTRUCTION SEQUENCING SHOWN ON THESE PLANS IS THE AGENCY'S PREFERRED COURSE OF ACTION TO MEET THE PROJECT'S MILESTONES DESCRIBED IN THE SPECIAL PROVISIONS SECTIONS 1-07.23, 1-08.5 AND 1-08.9. ALTERNATIVE SEQUENCING MAY BE DEVELOPED BY THE CONTRACTOR AND SUBMITTED TO THE ENGINEER FOR APPROVAL. ACCEPTANCE OF ALTERNATIVE SEQUENCING CONCEPTS SHALL BE AT THE SOLE DISCRETION OF THE ENGINEER AND THE CONTRACTOR SHALL NOT PRESUME THAT ALTERNATIVES WILL BE ACCEPTED. 5. CONSTRUCTION ACTIVITIES NOT SPECIFICALLY SEQUENCED HEREON SHALL BE CONDUCTED IN A MANNER TO MINIMIZE PUBLIC IMPACT, FULL PROGRESS SCHEDULES IN ACCORDANCE WITH SECTION 1-08.3 OF THE STANDARD SPECIFICATIONS ARE STILL NECESSARY. 6. CONSTRUCTION EQUIPMENT AND MATERIALS SHALL BE RESTRICTED TO THE CONSTRUCTION AREA AT ALL TIMES. UNDER NO CIRCUMSTANCE SHALL EQUIPMENT OR MATERIALS BE ALLOWED IN AN AREA OTHER THAN CONSTRUCTION STAGING AREA FOR A PERIOD OF ONE DAY EITHER BEFORE OR AFTER ACTUAL UTILIZATION. 7. THE CONTRACTOR MAY SUBMIT AN ALTERNATIVE TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL BY THE CONTRACTING AGENCY, HOWEVER IT IS NOT GUARANTEED THAT THE ALTERNATIVE PLAN WILL BE ACCEPTED. THE CONTRACTOR SHALL USE THIS PLAN AS THE BASIS FOR THE CONTRACT BID. 8. THE CONTRACTOR SHALL PROVIDE A SAFE ROUTE ALONG LOGAN AVE N CORRIDOR ON AT LEAST ONE SIDE OF THE STREET FOR PEDESTRIANS AT ALL TIMES FOR SEGMENTS WHERE SIDEWALKS CURRENTLY EXIST. 9. EXISTING PEDESTRIAN ISLANDS ARE TO REMAIN IN PLACE UNTIL THE CURB RAMPS AT THE INTERSECTION ARE COMPLETE. 10. WHEN WORKING ON CURB RAMPS AND SIDEWALK SEGMENTS, PROVIDE A 5 FOOT WIDTH PEDESTRIAN ACCESS DETOUR PER WSDOT TRAFFIC CONTROL PLAN TC16. PROVIDE THIS DETOUR DURING WORKING HOURS ONLY. DURING NON -WORKING HOURS PROVIDE PEDESTRIAN ACCESS THROUGH THE WORK ZONE BY THE USE OF TEMPORARY MEASURES SUCH AS STEEL PLATES, CRUSHED SURFACING, COLD MIX ASPHALT, OR OTHER MEASURES APPROVED BY THE ENGINEER. 11. PROVIDE A 5 FOOT WIDTH PEDESTRIAN ACCESS DETOUR BEHIND EXISTING SIDEWALK AT LOCATIONS SPECIFIED IN THE PLANS. MATERIALS AND LOCATION TO BE APPROVED BY THE ENGINEER. 12. A FLAGGER MUST BE PROVIDED AT ALL TIMES WHILE WORK IS OCCURRING ON A CURB RAMP TO SERVE AS A PEDESTRIAN ESCORT THRU SIDEWALK DETOURS. 13. CONTRACTOR SHALL MAINTAIN DRIVEWAY ACCESS TO RENTON STADIUM AND BOEING PARKING LOTS AT ALL TIMES. MINIMUM OF TWO (2) DRIVEWAYS FOR ALL BOEING PARKING LOTS AND RENTON STADIUM MUST BE OPEN AT ALL TIM ES. 14. ALL SIGNS SHALL BE BLACK ON ORANGE UNLESS OTHERWISE NOTED. 15. ALL SIGNS SHALL BE 36"x36" UNLESS OTHERWISE NOTED. 16. CONTRACTOR SHALL REMOVE OR COVER CONFLICTING EXISTING CHANNELIZATION OR SIGNS. 17. FLAGGER AND SIGN PLACEMENT ARE SUBJECT TO REVISION BY THE INSPECTOR ON-SITE IF NEEDED TO ADDRESS TRAFFIC OR PEDESTRIAN SAFETY OR TRAVEL. 18. YELLOW FLASHING LIGHTS SHALL BE INSTALLED ON EVERY OTHER SAFETY BARREL. 19. THESE TRAFFIC CONTROL PLANS WERE PREPARED TO MEET MUTCD DESIGN GUIDELINES AND WSDOT WORK ZONE TRAFFIC CONTROL PLANS. ANY DESIGN CHANGES SHALL ADHERE TO THE SAME REQUIREMENTS. 3/12/15 SURVEYED: SCALE: VERTICAL: NAVD 1988 DATE. DESIGNED: 1 )I HORIZONTAL. NAD 1983(1991) ;; ,+ CITYOF CITY OF RENTON M. HENDRIX LOGAN AVENUE N FIELDBOOK: DRAWN: _ WENTON AIRPORT WAY TO N 6TH STREET PAGE: J. BEAN ONE INCH DATUM DRAWING N0: CHECKED: I AT FULL SSE Planning/Building/Public. Works Dept. TRAFFIC CONTROL PLAN TC1 M. MACIAS IF NOT ONE INCH DATE APPR APPROVED: SCALE ACCORDINGLY PHASE 1SHEET: OF- P. FP. DE BOLDT I 1 90 96 a w z ::�i L11 z w z 0 W 0 n Q z Q 0 O J �o 0 TYPICAL FOR ALL ISLANDS TO BE REMOVED. W1-4BL ® - ---1100 12+00- -- + SEE PHASE 1, NOTE E X CLOSURE OF N 3RD ST MAY BE REQUIRED TO COMPLETE CURB CONSTRUCTION PRIOR TO COMMENCING PHASE 2. ANY CLOSURE OF N 3RD ST MUST BE DONE BETWEEN 9:00 PM AND 5:30 AM WITH A MAXIMUM OF 4 CLOSURES. E' 30" R3 -5L B/W c::n ACCESS AT ALL TIMES. WORK THAT WILL PROHIBIT DRIVEWAY ACCESS MUST BE FIRST COORDINATED WITH RENTON SCHOOL DISTRICT AND ENGINEER TO ENSURE IT WILL NOT INTERFERE WITH STADIUM ACTIVITIES. a� CONFORMED PLAN CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER 36" LEGEND NE 1Y4 SEC 18, T 23 N, R 5 E, W.M. LOGAN AVE N -� i atoo 120'± SEE PHASE 1, NOTE E CONTRACTOR TO USE CANDLESTICK CHANNELIZATION DEVICES TO SEPARATE SOUTHBOUND TRAFFIC ENTERING RENTON STADIUM FROM NORTHBOUND TRAFFIC. 30' SPACING (TYPICAL) 21 +00-� _ 22+( SEE PHASE 1,—\ NOTE H. _1 A f X23+00' CONTRACTOR SHALL PROVIDE ONE (1) SOUTHBOUND LANE BETWEEN N 4TH ST AND RENTON STADIUM DRIVEWAY (STA 21+00 LT) AND ONE (1) WESTBOUND LEFT—TURN LANE ON N 4TH ST BETWEEN BURNETT AVE N AND LOGAN AVE N FOR FOOTBALL GAMES AND MUST BE OPERATIONAL BY 4:00 PM ON GAME DAY. COORDINATE WITH RENTON SCHOOL DISTRICT AND ENGINEER FOR DATES. SEE SPECIAL PROVISIONS SECTIONS 1-07.23 AND 1-08.9 AND APPENDIX H. 7'-6" TO BE USED DURING STADIUM ONLY 3'-0" FOOTBALL GAMES 0 N LY. SPECIAL ® SAFETY BARREL B/W 8" LETTERS — TRIPOD MOUNTED SIGN prjp — SEQUENTIAL FLASHING ARROW BOARD — CLASS B SIGN �o /W — TYPE 3 BARRICADE 4 — TRAFFIC MOVEMENT — CONSTRUCTION ZONE — PEDESTRIAN DETOUR �Q G. DP- A y� Y �O �£�5 ss�o�AL SIDEWALK CLOSED AHEAD 2 DO R9-11 B/W SIDEWALK DETOUR R9 -11A MOD. B/W TYP 30" 36" N LYJ R3 -5L B/W j TYPICAL FOR ALL ISLANDS TO BE REMOVED. 77+_nn:�; 24,• G20-5aP ZONE ORK �$» SPEED R2-1 LIMIT 30" B/W 30 24" SIGN G20-5aP TO BE INSTALLED ON TOP OF R2-1 m REVISION now now 602 30" an ■ R3 -5R B/W FEDERAL AID NO. STPUL-1 131(002 PHASE 1 THE FOLLOWING IS A GENERAL DESCRIPTION OF THE MAJOR CONSTRUCTION ELEMENTS TO BE INCLUDED IN PHASE 1. ADDITIONAL ELEMENTS MAY BE NECESSARY TO COMPLETE THE WORK. A. ALL WORK ON PARK AVE N, SHEEP CH10, AND DETOUR ELEMENTS ON APPENDIX G OF THE SPECIAL PROVISIONS SHALL BE COMPLETED BEFORE ANY SOUTHBOUND TRAFFIC CAN BE DIVERTED FROM LOGAN AVE N TO PARK AVE N. B. INSTALL PROJECT TESC ELEMENTS. INSTALL DETOUR ROUTE ELEMENTS AND RESTRICT LOGAN AVENUE N BETWEEN THE CEDAR RIVER BRIDGE AND N 6TH STREET TO TWO NORTHBOUND LANES (MINIMUM WIDTH 11—FEET FOR EACH LANE). C. REMOVE PAVEMENT ON EAST SIDE OF LOGAN AVENUE N. INSTALL ALL UNDERGROUND UTILITIES WITHIN PROJECT LIMITS (EXCEPT FOR STORMWATER ELEMENTS ON WEST SIDE OF LOGAN AVENUE N). D. CONSTRUCT NEW CURB, GUTTER AND SIDEWALK ON THE EAST SIDE OF LOGAN AVENUE N. INSTALL ILLUMINATION SYSTEM ON EAST SIDE OF LOGAN AVENUE N. PLACE NEW PAVEMENT, UP TO FINAL 2" LIFT OF HMA, ON THE EAST SIDE OF LOGAN AVENUE N. E. CONSTRUCT ELEMENTS OF N 3RD STREET THAT CAN BE DONE WHILE MAINTAINING AT LEAST ONE 12—FOOT WIDE LANE WITHIN THE EXISTING PAVEMENT AREA OF THE RIGHT TURN ROADWAY LEADING FROM LOGAN AVENUE N (NORTHBOUND) TON 3RD STREET (EASTBOUND). F. REMOVE ISLANDS AND PAVEMENT LOCATED IN RENTON STADIUM BY AUGUST 15, 2015, OR AFTER NOVEMBER 24, 2015. ALL WORK WITHIN RENTON STADIUM PARKING LOT SHALL BE DONE TO AVOID ANY CONFLICTS WITH THE SCHEDULED EVENTS IDENTIFIED IN APPENDIX H OF THE SPECIAL PROVISIONS. G. THE ONE LANE ACCESS FROM N 4TH ST TO RENTON STADIUM SHALL BE OPERATIONAL BETWEEN 4:00 PM ON GAME DAYS UNTIL 2 HOURS AFTER THE END OF EACH FOOTBALL GAME. A UNIFORMED POLICE OFFICER SHALL BE PROVIDED BY THE CONTRACTOR DURING THIS TIME TO ALLOW N 4TH ST TRAFFIC TO CROSS LOGAN AVE N. H. ONE (1) EASTBOUND LANE EXITING RENTON STADIUM SHALL BE PROVIDED DURING FOOTBALL GAMES AND MUST BE OPERATIONAL BY 4:00 PM ONGAMEDAYS UNTIL 2 HOURS AFTER THE END OF EACH GAME. A UNIFORMED POLICE OFFICER SHALL BE PROVIDED BY THE CONTRACTOR DURING THIS TIME TO ALLOW TRAFFIC EXITING THE STADIUM TO CROSS LOGAN AVE N. I. PREPARE LANDSCAPING AREAS ON EAST SIDE OF LOGAN AVENUE N AND FOR MEDIAN ISLANDS. F BURNEIT AVE N 411W 1 0 I 00 W12-1 0 � I LEFT LANE RIGHT LANE MUST MUST � I TURN LEFT Z TURN RIGHT I R3 -7L W R3 -7R I BCW Q BCW I Z � WILLIAMS AVE N � � W2 -401R —� /-- W2 -401L � i R3 -7L R3 -7R 1 B/W B/W I N APPROVED: SCALE QPM 40 0 40 80 DTE 1 RENTON FEET SURVEYED: SCALE: DATE: ,� HORIZONTAL-NA�D ;98�� 9,, ,► OF CITY OF RENTONDESIGNED: 1 —40 CIT FlElDB00K: M. HENDRIX LOGAN AVENUE N PAGE: DRAWN: _ FJENTON AIRPORT WAY TO N 6TH STREET J. BEAN DRAWING N0: ONE INCH DATUM CHECKED: I AT FULL SCALE Planning/Building/Public, Works Dept. TRAFFIC CONTROL PLAN TC2 M. MACIAS IF NOT ONE INCH BY DATE AP P R APPROVED: SCALE ACCORDINGLY PHASE 1 SHEET: OF P. DE BOLDT 91 96 0 w Q z F- 0 w D 0 a- R5-1 R/B/W 30" I FII �T 1 AAIF II UJI Z —ill CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER SE �/a SEC 7, T 23 N, R 5 E:j W.M. WORK THAT WILL PROHIBIT DRIVEWAY ACCESS MUST BE FIRST Perteet 206-436-0515 11-800-615-990 505 5th Avenue S, Suite 300 Seattle, Washington 98104 R3 -7R B/W II REVISION -_ M. HENDRIX M. MACIASAPPROVED* :• _D ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL NAVD 1988 HORIZONTAL: NAD 1983(1991) 30" FEDERAL AID NO. STPUL-1 131(002) � PHASE 1 THE FOLLOWING IS A GENERAL DESCRIPTION OF THE MAJOR CONSTRUCTION ELEMENTS TO BE INCLUDED IN PHASE 1. ADDITIONAL ELEMENTS MAY BE NECESSARY TO COMPLETE THE WORK. A. ALL WORK ON PARK AVE N, SHEET CH 10, AND DETOUR ELEMENTS ON APPENDIX G OF THE SPECIAL PROVISIONS SHALL BE COMPLETED BEFORE ANY SOUTHBOUND TRAFFIC CAN BE DIVERTED FROM LOGAN AVE N TO PARK AVE N. B. INSTALL PROJECT TESC ELEMENTS. INSTALL DETOUR ROUTE ELEMENTS AND RESTRICT LOGAN AVENUE N BETWEEN THE CEDAR RIVER BRIDGE AND N 6TH STREET TO TWO NORTHBOUND LANES (MINIMUM WIDTH 11—FEET FOR EACH LANE). C. REMOVE PAVEMENT ON EAST SIDE OF LOGAN AVENUE N. INSTALL ALL UNDERGROUND UTILITIES WITHIN PROJECT LIMITS (EXCEPT FOR STORMWATER ELEMENTS ON WEST SIDE OF LOGAN AVENUE N). D. CONSTRUCT NEW CURB, GUTTER AND SIDEWALK ON THE EAST SIDE OF LOGAN AVENUE N. INSTALL ILLUMINATION SYSTEM ON EAST SIDE OF LOGAN AVENUE N. PLACE NEW PAVEMENT, UP TO FINAL 2" LIFT OF HMA, ON THE EAST SIDE OF LOGAN AVENUE N. E. CONSTRUCT ELEMENTS OF N 3RD STREET THAT CAN BE DONE WHILE MAINTAINING AT LEAST ONE 12—FOOT WIDE LANE WITHIN THE EXISTING PAVEMENT AREA OF THE RIGHT TURN ROADWAY LEADING FROM LOGAN AVENUE N (NORTHBOUND) TO N 3RD STREET (EASTBOUND). F. REMOVE ISLANDS AND PAVEMENT LOCATED IN RENTON STADIUM BY AUGUST 15, 2015, OR AFTER NOVEMBER 24, 2015. ALL WORK WITHIN RENTON STADIUM PARKING LOT SHALL BE DONE TO AVOID ANY CONFLICTS WITH THE SCHEDULED EVENTS IDENTIFIED IN APPENDIX H OF THE SPECIAL PROVISIONS. G. THE ONE LANE ACCESS FROM N 4TH ST TO RENTON STADIUM SHALL BE OPERATIONAL BETWEEN 4:00 PM ON GAME DAYS UNTIL 2 HOURS AFTER THE END OF EACH FOOTBALL GAME. A UNIFORMED POLICE OFFICER SHALL BE PROVIDED BY THE CONTRACTOR DURING THIS TIME TO ALLOW N 4TH ST TRAFFIC TO CROSS LOGAN AVE N. H. ONE (1) EASTBOUND LANE EXITING RENTON STADIUM SHALL BE PROVIDED DURING FOOTBALL GAMES AND MUST BE OPERATIONAL BY 4:00 PM ON GAME DAYS UNTIL 2 HOURS AFTER THE END OF EACH GAME. A UNIFORMED POLICE OFFICER SHALL BE PROVIDED BY THE CONTRACTOR DURING THIS TIME TO ALLOW TRAFFIC EXITING THE STADIUM TO CROSS LOGAN AVE N. I. PREPARE LANDSCAPING AREAS ON EAST SIDE OF LOGAN AVENUE N AND FOR MEDIAN ISLANDS. t ika >-3'a— "R CITY OF mu RENTON Planning/Building/Public;; Works Dept. LEGEND ® — SAFETY BARREL 7S — TRIPOD MOUNTED SIGN ppp — SEQUENTIAL FLASHING ARROW BOARD CLASS B SIGN — TYPE 3 BARRICADE f- — TRAFFIC MOVEMENT CONSTRUCTION ZONE SCALE 4• 0 4• ii FEET DATE: CITY OF RENTON LOGAN AVENUE N FIELDBOOK: AIRPORT WAY TO N 6TH STREET FAGS: DRAWING N0: TRAFFIC CONTROL PLAN TC3 PHASE 1 SHEET: OF: 92 96 Ld z F - w 0 n 0 z w z w z a 0 O 0 0 00 N-- JLt_ 1 1 1/"1Jtr L, NOTE F UNTIL NEW SIDEWALK IS FULLY CONSTRUCTED. CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER RQ -11A M017) Perteet 206-436-0515 11-800-615-990 505 5th Avenue S, Suite 300 Seattle, Washington 98104 NE �/4 SEC 18, T 23 N, R 5 E, W.M. SPECIAL B/W 8" LETTERS REVISED CALLOUT NOTE REVISION 30" IMMI " DESIGNED: M. HENDRIX CHECKED:M. f t �, ,... a/ BOLDT 36" SIDEWALK CLOSED USE DETOUR R9-1 1 A MOD. Q /Im ONE INCH_ AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF RENTON VERTICAL NAVD 1988 HORIZONTAL: NAD 1983(1991) FEDERAL AID NO. STPUL-1 131(002 r, ADDENDUM# PHASE 2 THE FOLLOWING IS A GENERAL DESCRIPTION OF THE MAJOR CONSTRUCTION ELEMENTS TO BE INCLUDED IN PHASE 2. ADDITIONAL ELEMENTS MAY BE NECESSARY TO COMPLETE THE WORK. A. SHIFT TRAFFIC FROM WEST SIDE OF LOGAN AVENUE N TO EAST SIDE OF LOGAN AVENUE N. MAINTAIN AT LEAST TWO NORTHBOUND LANES (MINIMUM WIDTH 11—FEET FOR EACH LANE). B. REMOVE PAVEMENTS ON WEST SIDE OF LOGAN AVENUE N. CONSTRUCT STORMWATER ELEMENTS ON THE WEST SIDE OF LOGAN AVENUE N. C. CONSTRUCT NEW CURB, GUTTER AND SIDEWALK ON THE WEST SIDE OF LOGAN AVENUE N. INSTALL ILLUMINATION SYSTEM ELEMENTS ON WEST SIDE OF LOGAN AVENUE N. D. PLACE NEW PAVEMENT, UP TO FINAL 2" LIFT OF HMA, ON THE WEST SIDE OF LOGAN AVENUE N. E. CONSTRUCT SIGNAL ELEMENTS AT N 3RD STREET AND N 4TH STREET. EXISTING DRIVEWAY FOR RENTON STADIUM (STA 16+00 LT) MAY BE CLOSED ONCE SIGNAL AT N 3RD ST IS FULLY OPERATIONAL. F. CONSTRUCT SIDEWALK AND ILLUMINATION SYSTEM ELEMENTS ON THE EAST SIDE OF LOGAN AVE N BETWEEN THE CEDAR RIVER BRIDGE AND N 3RD STREET. G. PREPARE LANDSCAPING AREAS ON WEST SIDE OF LOGAN AVENUE N, MEDIAN ISLANDS, AND THE EAST SIDE OF LOGAN AVE N BETWEEN THE CEDAR RIVER BRIDGE AND N 3RD STREET. H. ONE (1) EASTBOUND LANE EXITING RENTON STADIUM SHALL BE PROVIDED DURING FOOTBALL GAMES AT RENTON STADIUM AND MUST BE OPERATIONAL BY 4:00 PM ON GAME DAYS UNTIL 2 HOURS AFTER THE END OF EACH GAME. A UNIFORMED POLICE OFFICER SHALL BE PROVIDED BY THE CONTRACTOR DURING THIS TIME TO ALLOW TRAFFIC EXITING THE DRIVEWAY TO CROSS LOGAN AVE N. CITY OF RENTON Planning/Building/Public;; Works Dept. I rnr-wlm 0 — SAFETY BARREL ZS —TRIPOD MOUNTED SIGN �p —SEQUENTIAL FLASHING ARROW BOARD — CLASS B SIGN 7156111 —TYPE 3 BARRICADE � —TRAFFIC MOVEMENT — CONSTRUCTION ZONE rzzrzz4j'4 a 1 -1 -1 SCALE 40 0 40 80 FEET CITY OF RENTON LOGAN AVENUE N AIRPORT WAY TO N 6TH STREET TRAFFIC CONTROL PLAN PHASE 2 DATE: PAGE: DRAWING NO: TC4 SHEET: OF: 93 96 W z w 0 z T T T W Q z Q 0 0 T Em i 30" Utlin"n, � u 7RV R3—� B/W � 30" 30�� u RjBjw CENTER W20-5 CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER 9 200, 30" 30" A ode 19 30" R3 -5R B/W R& 200't 30" M4 -9L B/W SURVEYED: SCALE: DESIGNED: 1"=401 M. HENDRIX DRAWN: J. BEAN ONE INCH CHECKED: AT FULL SCALE M. MACIAS IF NOT ONE INCH BY DATE AP P R APmOvED= — SCALE ACCORDINGLY P. DE BOLDT 24" R3 -7R B/W 200'± VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983(1991) t::�� DATUM 30" 200'± RENTON FEDERAL AID NO. STPUL-1 131(002) PHASE 2 THE FOLLOWING IS A GENERAL DESCRIPTION OF THE MAJOR CONSTRUCTION ELEMENTS TO BE INCLUDED IN PHASE 2. ADDITIONAL ELEMENTS MAY BE NECESSARY TO COMPLETE THE WORK. A. SHIFT TRAFFIC FROM WEST SIDE OF LOGAN AVENUE N TO EAST SIDE OF LOGAN AVENUE N. MAINTAIN AT LEAST TWO NORTHBOUND LANES (MINIMUM WIDTH 11—FEET FOR EACH LANE). B. REMOVE PAVEMENTS ON WEST SIDE OF LOGAN AVENUE N. CONSTRUCT STORMWATER ELEMENTS ON THE WEST SIDE OF LOGAN AVENUE N. C. CONSTRUCT NEW CURB, GUTTER AND SIDEWALK ON THE WEST SIDE OF LOGAN AVENUE N. INSTALL ILLUMINATION SYSTEM ELEMENTS ON WEST SIDE OF LOGAN AVENUE N. D. PLACE NEW PAVEMENT, UP TO FINAL 2" LIFT OF HMA, ON THE WEST SIDE OF LOGAN AVENUE N. E. CONSTRUCT SIGNAL ELEMENTS AT N 3RD STREET AND N 4TH STREET. EXISTING DRIVEWAY FOR RENTON STADIUM (STA 16+00 LT) MAY BE CLOSED ONCE SIGNAL AT N 3RD ST IS FULLY OPERATIONAL. F. CONSTRUCT SIDEWALK AND ILLUMINATION SYSTEM ELEMENTS ON THE EAST SIDE OF LOGAN AVE N BETWEEN THE CEDAR RIVER BRIDGE AND N 3RD STREET. G. PREPARE LANDSCAPING AREAS ON WEST SIDE OF LOGAN AVENUE N, MEDIAN ISLANDS, AND THE EAST SIDE OF LOGAN AVE N BETWEEN THE CEDAR RIVER BRIDGE AND N 3RD STREET. H. ONE (1) EASTBOUND LANE EXITING RENTON STADIUM SHALL BE PROVIDED DURING FOOTBALL GAMES AT RENTON STADIUM AND MUST BE OPERATIONAL BY 4:00 PM ON GAME DAYS UNTIL 2 HOURS AFTER THE END OF EACH GAME. A UNIFORMED POLICE OFFICER SHALL BE PROVIDED BY THE CONTRACTOR DURING THIS TIME TO ALLOW TRAFFIC EXITING THE DRIVEWAY TO CROSS LOGAN AVE N. im CITY OF IIA RENTON Planning/Building/Public.: Works Dept. SCALE ■■■■■ 40 0 -0 :0 FEET CITY OF RENTON LOGAN AVENUE N AIRPORT WAY TO N 6TH STREET TRAFFIC CONTROL PLAN PHASE 2 FIELDBOOK: PAGE: DRAWING NO: TC5 SHEET: OF. 94 96 LEGEND � 0 —SAFETY BARREL a —TRIPOD MOUNTED SIGN � ROAD DCD —SEQUENTIAL FLASHING ARROW BOARD LOSED —CLASS B SIGN MEAD fief —TYPE 3 BARRICADE a � —TRAFFIC MOVEMENT W20-3 —CONSTRUCTION ZONE im CITY OF IIA RENTON Planning/Building/Public.: Works Dept. SCALE ■■■■■ 40 0 -0 :0 FEET CITY OF RENTON LOGAN AVENUE N AIRPORT WAY TO N 6TH STREET TRAFFIC CONTROL PLAN PHASE 2 FIELDBOOK: PAGE: DRAWING NO: TC5 SHEET: OF. 94 96 w z U w O 0 0 CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER Perteet 206-436-0515 11-800-615-99 505 5th Avenue S, Suite 300 Seattle, Washington 98104 NE 1Y4 SEC 18, T 23 N, R 5 E, W.M. REVISION 30" PHASE 32 NOTE C I PPTI ANF /—SEE 30" W2-401 R sE� �PSE N ® 0s SURVEYED: SCALE:- DESIGNED: CALE:DESIGNED: 1 =40' M. HENDRIX DRAWN: J. BEAN ONE INCH CHECKED: AT FULL SCALE M. MACIAS IF NOT ONE INCH DATE AP P R APPROVED: -- SCALE ACCORDINGLY P. DE BOLDT PHASE 3 THE FOLLOWING IS A GENERAL DESCRIPTION OF THE MAJOR CONSTRUCTION ELEMENTS TO BE INCLUDED IN PHASE 3. ADDITIONAL ELEMENTS MAY BE NECESSARY TO COMPLETE THE WORK. A. OPEN LOGAN AVENUE N BETWEEN THE CEDAR RIVER BRIDGE AND N 6TH STREET BACK TO TWO—WAY TRAFFIC WITH AT LEAST TWO LANES IN EACH DIRECTION AND EACH LANE AT LEAST 11—FEET IN WIDTH. B. REMOVE DETOUR ROUTE FROM PARK AVENUE N. C. CLOSE EXISTING RENTON STADIUM DRIVEWAY (STA 16+00 LT) D. CONSTRUCT FINAL 2" LIFE OF HMA THROUGHOUT PROJECT. E. INSTALL FINAL CHANNELIZATION. F. INSTALL LANDSCAPING NOT DONE IN PREVIOUS PHASES. I I I � WILLIAMS AVE N � 30" LEFT LANE � y MUST 30� � TURN LEFT � R3 -7L Z B/W 4 Q p < > I I WELLS AVE N � I wz-ao,R � � 4 I I I 30" 0Sz" R ` B/W VERTICAL NAVD 1988CITY OF HORIZONTAL: NAD 1983(1991) IDATRENTON UM Planning/Building/Public:; Works Dept. SCALE -�0 -0 :# FEET CITY OF RENTON LOGAN AVENUE N AIRPORT WAY TO N 6TH STREET TRAFFIC CONTROL PLAN PHASE 3 FIELDBOOK: PAGE: DRAWING NO: TC6 SHEET: OF: 95 96 W z W 0 ry SE �/a SEC 7, T 23 N, R 5 Ev W.M. FEDERAL AID NO. STPUL-1 131(002) J.� W20-1 CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER W20-1 RIO M. HENDRIX M. MACIAS BOLDT SCALE: 1 "=40' ONE INCH AT FULL sCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL- NAVD 1988 HORIZONTAL: NAD 1983(1991) DATUM ONFORMED PLAN r r r -sENTON .. CITY OF RENTON Planning/Building/Public: Works Dept. PHASE 3 THE FOLLOWING IS A GENERAL DESCRIPTION OF THE MAJOR CONSTRUCTION ELEMENTS TO BE INCLUDED IN PHASE 3. ADDITIONAL ELEMENTS MAY BE NECESSARY TO COMPLETE THE WORK. A. OPEN LOGAN AVENUE N BETWEEN THE CEDAR RIVER BRIDGE AND N 6TH STREET BACK TO TWO—WAY TRAFFIC WITH AT LEAST TWO LANES IN EACH DIRECTION AND EACH LANE AT LEAST 1 1—FEET IN WIDTH, WHEN NO CONSTRUCTION WORK IS OCCURING. B. REMOVE DETOUR ROUTE FROM PARK AVENUE N. C. CLOSE EXISTING RENTON STADIUM DRIVEWAY (STA 16+00 LT) D. CONSTRUCT FINAL 2" LIFT OF HMA THROUGHOUT PROJECT. E. INSTALL FINAL CHANNELIZATION. F. INSTALL LANDSCAPING NOT DONE IN PREVIOUS PHASES. I i—^rKIn ® — SAFETY BARREL ZC — TRIPOD MOUNTED SIGN ppp — SEQUENTIAL FLASHING ARROW BOARD — CLASS B SIGN — TYPE 3 BARRICADE tet— — TRAFFIC MOVEMENT CONSTRUCTION ZONE IIPEDESTRIAN DETOUR zvzzjj4 SCALE 40 0 4• i! FEET DATE CITY OF RENTON LOGAN AVENUE N FIELDBOOK: AIRPORT WAY TO N 6TH STREET PAGE: oRawING No: TRAFFIC CONTROL PLAN TC7 PHASE 3 SHEET: OF: 96 96