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14-106263 (2)NO y SCHEDULE OF DRAWINGS SET NO. TITIF 1 COVER SHEET 2 SHEET INDEX & SURVEY CONTROL 3 LEGEND & ABBREVIATIONS 4 TYPICAL SECTIONS TYPICAL DETAILS (NOT INCLUDED IN 30% SUBMITTAL) 5 RIGHT OF WAY PLAN 6-8 SITE PREPARATION & TESC PLAN 9-11 ROADWAY PLAN ROADWAY PROFILE (NOT INCLUDED IN 30% SUBMITTAL) 12-14 DRAINAGE PLAN DRAINAGE PROFILE (NOT INCLUDED IN 30% SUBMITTAL) 15-18 LANDSCAPE PLAN, SCHEDULE & DETAILS 19-21 ILLUMINATION PLAN 22-23 SIGNALIZATION PLAN 24-27 CHANNELIZATION & SIGNING PLAN City of Federal Way Public Works Department Federal Way, Washington 1ST AVENUE S AT S 328TH STREET INTERSECTION IMPROVEMENTS AUGUST 2014 RFB NO. ------ Federal Way 30% REVIEW ALL 2 Y BEFORE YOU DIG SUBMITTAL 1 1-800-424.5555 PUGET SOUND J d r � o w R� a S 31 S 320TH ST PROJECT LOCATION U) 340TH > Q S 348TH ST S 356TH ST' RECEIVEDICINiTYMRP DEC 0 5 2014 CITY OF FEDERAL WAY CDS r 3 U) W S 3 EXIT #1< S 360TH ST T 1ST AVE S 06 ( 12 � Q 19 24 0 114 nn 12+00 13 RO J - SURVEY CONTROL NOTES SHEET INDEX 1. THE LOCATIONS OF EXISTING UNOERGROUND UTILITY SYSTEMS. AS 1� SITE PREPARATION PLAN SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS OR AS -BUILT PLANS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. O ROADWAY PLAN THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF DRAINAGE PLAN ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH 0 LANDSCAPE PLAN MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND AtL LNOERGROUND ILLUMINATION PLAN UTILITIES. ALL LOCATOR SERVICES SHOULD BE CONTACTED XQ PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1-800-424-5555. 0 SIGNAUZATION PLAN 2. FIELD SURVEY- KPG, DECEMBER, 2013. ❑ CHANNELIZATION PLAN 3. CONTOUR INTERVAL = 1 FOOT. 4. STORM AND SEWER CONNECTIONS HAVE BEEN DRAWN FROM CENTER OF LTD TO CENTER OF LID. 5. THE LOCATIONS AND DIMENSIONS OF UNDERGROUND VAULTS HAVE NOT BEEN VERIFIED AND ARE APPROXIMATE HORIZONTAL DATUM WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAD 83/91. BASED ON CITY OF FEDERAL WAY FW 101, FW 121, AND FW 122. VERTICAL DATUM NGVD 29.BASED ON CITY OF FEDERAL BM NO 2168-40-1 REVISIONS Approved By 1ENJUX01-do" FILENAME saD ena EMOINCERWO MARWI53t PATE DEEMNEO BY EATS VS 614 - PROJECT MAMWER DATE PROJECT ENGINEER DATE IIFI 6Y 4ATE NJD 8114 CHECKEDBY DATE Q 10 13 16 22 27 0 14+00-__-----`15 - - - - - r1 ❑ 11 00--- L1J--_ L2 -- a J a 16+00 --- II PC 102+ 7.87 , N I + j rn FI( N: 116M27 IO ' E EV: 357.62 5•t� F1EV: 357.62 � 10 F� L3 2 22 27 16 A@ ❑O 1 0 PLAN 0 20 40 80 120 SCALE IN FEET O 1ST AVE S 11 14 6i�j Y^--- 17 00 ^'^~------18+00r--_-19+00 20+00 21+00 !�k 1fiSHS78 E 1268606J6 DEv: W.* 1ST AVE S ALIGNMENT INFORMATION NUMBER START STA NORTHING EASIING LENGTH BRNG/DELTA RADIUS PI STA TAN C1 10+00.00 115543.00 1267961.72 100.72' 244'50' 2100.56' 10+50.37 50.37' Li 14+18.67 115961.60 1267966.99 1 831.57' N 1'03'07" E S 328TH ST ALIGNMENT INFORMATION NUMBER START STA NORTHING EASIING LENGTH BRNG/DELTA RADIUS PI STA TAN L2 100+00.00 116045.72 1267818.51 277.87' S 8B'5551' E C2 102+77.87 116040.53 1268096.33 114.28' 153T24" 420.00' 103+35.36 57.50' 13 103+92.15 116053.88 1268209.47 97.53' 1 N 7578'46' E ic-pcW41 30 /o REVIEW CITY OF FEDERAL WAY 7530Ave N 2502JefiNsmAve U � CITY Way 1 ST AVE S AT S 328TH ST SHEET INDEX 8� SURVEY CONTROL Seft.WA96109 T-wlw SUBMITTAL (266)29G160 I253,627-n INTERSECTION IMPROVEMENTS wnjTgmm KPG PROJECT No. 13139 1 SHT 2 OF 27 EXISTING LEGEND PROPOSED LEGEND ABBREVIATIONS TMC0 PAINTED POWER WI CONC INLET OR CATCH BASIN TYPE 1 AC ASPHALT CONCRETE MIC MONUMENT IN CASE MONUMENT IN CASE ACP ASPHALT CONCRETE PAVEMENT MJ MECHANICAL JOINT MONa SURFACE MONUMENT PAINTED TELEPHONE O O CATCH BASIN TYPE 2 ADA AMERICANS WITH DISABILITIES ACT MON MONUMENT AP ANGLE POINT MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL PKo PK NAIL PAINTED TV © V X 6' FlLTERRA TREE BOX UNIT APPROX APPROXIMATE DEVICES AVE AVENUE N NORTH OR NORTHING xxz0 SURVEY MARKER (DESCRIBED) PAINTEDWATER �� 6' X 10' FlLTERRA TREE BOX UNIT BLDG BUILDING NAVD NORTH AMERICAN VERTICAL DATUM xxz - RECORD WATER STORM PIPE WITH DIRECTION OF FLOW BVCCL BLACK VINYL COATED CHAIN LINK NO NUMBER ® SPOT SH07 (DESCRIBED) CB CATCH BASIN NTS NOT TO SCALE 0H OVERHEAD U71UTY LINE (GENERIC) xxxxrxx_:�->rrxx x REMOVE OR ABANDON STORM DRAIN PIPE CCP CEMENT CONCRETE PAVEMENT OC ON CENTER ❑ CATCH BASIN CDF CONTROLLED DENSITY FILL OD OUTSIDE DIAMETER OD STORM DRAIN MANHOLE — STORM w— WATER PIPE CHLK CHAINLNK P PROPOSED CFW CITY OF FEDERAL WAY PC POINT OF CURVE (90 YARD DRAIN SEWER H WATER VALVE i CENTERLINE PCC POINT OF COMPOUND CURVATURE CL CLASS PCCP PERVIOUS CEMENT CONCRETE PAVEMENT - CULVERT FENCE FIRE HYDRANT 00 CLEANOUT PI POINT OF INTERSECTION COL COLUMN POB POINT OF BEGINNING O SEWER MANHOLE ------ - HEDGE (HEIGHT NOTED) SIGN CONC CONCAEIE POE POINT OF ENDING o SEWER CLEAN —OUT BUILDING 00000vove�o DETECTABLE WARNING SURFACE CSBC CRUSHED SURFACING BASE COURSE PRC PSE POINT OF REVERSE CURVATURE PUGET SOUND ENERGY ovvvav �v„� CSTC CRUSHED SURFACING TOP COURSE POWER POLEPAINTED STRIPE HMA CL 1/2' PG 64-22 FOR NEW PAVEMENT LV CULVERT � PT POINT OF TANGENT D IRON PVC POINT OF VERTICAL CURVATURE 4 POWER POLE WITH UNDERGROUND CONNECT PA,u= ExiP 574il,E HMA CL 1/2' PG 64-22 FOR OVERLAY DIA DIAMETER PVT POINT OF VERTICAL TANGENT DIN DRIVEWAY PN POINT OF VERTICAL INTERSECTION --Q POWER POLE WITH LUMINAIRE EDGE OF PAVEMENT E EAST OR FASTING R RADIUS �-� CEMENT CONCRETE E EXISTING REC RECEPTACLE POWER POLE WITH LUMINAIRE AND UNDERGROUND CONNECT FLOWUNE EA EACH RMC RIGID METAL CONDUIT © POWER VAULT UD — — — -- CONTOUR PERVIOUS CEMENT CONCRETE ELEV ELEVATION ROW RIGHT OF WAY EOP EDGE OF PAVEMENT RR -TIE RAILROAD TIE GUY ANCHOR 7­1 CONCRETE �• L.'�.+Tk �=4L• r" M1�'?,•�•I,�• CSTC EW EACH WAY RT RIGHT EXIST EXISTING S SLOPE OR SOUTH )0 LOT LIGHT GRAVEL ® CSBC FF FINISHED FLOOR SIG SIGNAL FG FINISHED GROUND SO STORM DRAIN To TELEPHONE RISER GRASS FIL FLOW LINE SDMH STORM DRAIN MANHOLE APPROXIMATE EXPOSED WALL HEIGHT FO FIBER OPTIC SE SOUTHEAST DG WATER VALVE ROCKERY FOC FACE OF CURB SHT SHEET BRICK EXISTING PAVEMENT GP GUARD POST SQ SQUARE IB WATER METER HMA HOT MIX ASPHALT SS SANITARY SEWER Q FIRE HYDRANT CONCRETE BLOCKS OR PAVERS --'---- SAWCUT HORIZ HORIZONTAL SSMH SANITARY SEWER MANHOLE RETAINING WALL HP HIGH PONT ST STREET A POST INDICATOR VALVE =i. ASPHALT/CONCRETE ID INSIDE DIAMETER STA STATION IE INVERT ELEVATION STD STANDARD ® IRRIGATION CONTROL VALVE cHLK CHAINLINK F FILL EMBANKMENT LINE ILL ILLUMINATION STCR STRUCTURE IN INCH/INCHES SW SOUTHWEST a FLAGPOLE DwY DRIVEWAY c CUT EMBANKMENT LINE JB JUNC11ON BOX TEL TELEPHONE L LENGIH TOC TOP OF CURB GUARD POST COL COLUMN x� ILLUMINATION POLE LT LEFT TYP TYPICAL o BOULDER YD YARD DRAIN LF LINEAR FEET UTIL VERT UTILITY VERTICAL 90Cm JUNCTION BOX TYPE 1, 2 k B LP LOW POINT SIGN STCR STRUCTURE LUD LAKEHAVETI UTILITY DISTRICT W WEST ® ELECTRICAL SERVICE CABINET MAX MAXIMUM WAT WSDOT WATER WASHINGTON STATE DEPARTMENT OF MAILBOX FF FINISHED FLOOR MIN MINIMUM TRANSPORTATION TT - - CONDUIT MH MANHOLE CD SHRUB HDPE HIGH —DENSITY POLYETHYLENE �xx' DECIDUOUS TREE, DIAMETER (/ OF TRUNKS) --- — — .— — RIGHT OF WAY LINE Q WIRE NOTE CONIFEROUS TREE, DIAMETER (/ OF TRUNKS) PROPERTY LINE X VINYL FENCE " WOOD FENCE — — — — RIGHT OF WAY (ROW) — — — — UTILITY EASEMENT — -- WALL EASEMENT REVISIONS _ Approved By 1313%EGOI ft FILENAME SOD 82014 ENOME3UNG MANAGER DATE DESIGNED BY DATE VS SW14 PROJECT x1ANAGFA DATE DRAWN BY DATE NJD B12014 PROJECT EIKIDEEA DATE CHECKED BY DATE IT6gcm,41 30% REVIEW CITY 01., CITY OF FEDERAL WAY Swkl, Al 4502JdWAEW Federal Way 1ST AVE S AT S 328TH ST SeeBe,WA9B4O9 raLan3,WA9B4O2 SUBMITTAL ram Izs31T�1-01� INTERSECTION IMPROVEMENTS LEGEND & ABBREVIATIONS KPG PROJECT No. 13139 1 SHT 3 OF 2Z GENERAL NOTES P ROW 42' r PLANTER 2' W SIDEWALK 12' THRU LANE �I• 1.xx 0.5 tG •s WHERE CEMENT CONCRETE •3;1 MAX TO MATCH SIDEWALK IS SHOWN ON THE EXISTING EXCEPT PLANS, SEE CEMENT CONCRETE WHERE INDICATED ON SIDEWALK SECTION 3 k 4 PLANS 1z ALTERNATE SECTION 7 1ST AVE S CONSTRUCTION Ok ROW I._ 42' PLANTER 2' 11' THRU LANE 12' LEFT N LANE 11' THRU LANE 12' THRU LANE 8' SIDEWALK** 0. — 10 3� T Iw ALTERNATE SECTION 2 REVISIONS Approved By 13130SECOtjdwg FILENAME SOD 82014 ENQINEERW°ADIHAIXR DATE DESIGNED BY DATE ODB 8014 PROACT WOPM OATS DRAWN BY DATE NJD 82014 CHECKED BY DATE PROJECT ENGUE:ER DATE 1ST AVE S TYPICAL SECTION LOOKING NORTH NTS I 13 i4 CEMENT CONCRETE SIDEWALK SECTION 3 LOOKING NORTH AT DRIVEWAYS k ADA RAMPS NTS CEMENT CONCRETE SIDEWALK SECTION 4 LOOKING NORTH AT DRIVEWAYS k ADA RAMPS NTS 1. SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH SECTION 2-06 OF THE STANDARD SPECIFICATIONS. 2. ADDITIONAL FILL MATERIAL REQUIRED FOR CONSTRUCTION SHALL BE APPROVED GRAVEL BORROW WHEN REQUIRED BY ENGINEER. FILL MATERIAL SHALL BE COMPACTED TO 95% MODIFIED PROCTOR DENSITY. 3. EMBANKMENTS SHALL BE CONSTRUCTED PER SECTION 2-03 OF THE STANDARD SPECIFICATIONS. 4. IF UNSUITABLE FOUNDATION IS ENCOUNTERED, THE CONTRACTOR SHALL CAREFULLY OVER EXCAVATE TO A MAXIMUM DEPTH OF 1' AND REPLACE WITH GRAVEL BORROW OR AS DIRECTED BY THE ENGINEER. 5. WHERE EXISTING EDGE OF PAVEMENT IS LESS THAN 2' FROM PROPOSED GUTTER PAN, CONTRACTOR SHALL SAWCUT AND REMOVE PAVEMENT AS REQUIRED TO PROVIDE 2' MINIMUM CLEARANCE 6. ACCESS TO ADJACENT PROPERTY MUST BE MAINTAINED AT ALL TIMES UNLESS PRIOR ARRANGEMENTS HAVE BEEN MADE AND APPROVED BY THE ENGINEER. MATFRIAI mm: O MATERIALS DESCRIPTION 1 2' HMA CI_ 1 ' PG 64-22 FOR OVERLAY 2 2' HMA CL W PG 64-22 FOR PRELEVEL 3 5' HMA CL 1' PG W22 PLACE IN 15' LIFTS 4 6' CSBC 5 18" CEMENT CONC TRAFFIC CURB do GUTTER COFW STO DFTAIL 3-4. SEE SPEC19CATIONS 6 COMPACTED SUBGRADE T 5' PERVIOUS CEMENT CONCRETE SIDEWALK SEE SPECIFICATIONS) 8 6' GRAVEL BACKFILL FOR DRAINS 9 GRAVEL BORROW (WHEN REQUIRED BY ENGINEER) 10 SAWCUT k REMOVE EXISTING PAVEMENT WHERE INDICATED ON PLANS. 11 SEE LANDSCAPE PLANS FOR TREATMENT OF PLANTER AREAS 12 STRUCTURAL EARTH WALL, SEE ROADWAY PLANS FOR LOCATIONS 13 14* CEMENT CONCRETE SIDEWALK (8' CEMENT CONCRETE DRIVEWAY ENTRANCE) 14 4' CSBC 753MAvaN 2502�� 30% REVIEW r"' °F 1 ST AVE S AT S 328TH ST TYPICAL SECTIONS (206)2wA�ios�T3care,wA98102 SUBMITTAL Federal Way INTERSECTION IMPROVEMENTS )206I2Bfr1610 ' 1253)6270720 NNW.I�(J.0001 KPG PROJECT No. 13139 1 SHT 4 OF NE 1/4 SEC.18, T. 21 N., R. 4 E., W.M. 0 0 PLAN 0 10 20 40 60 SCALE IN FEET LEGEND EXISTING RIGHT-OF-WAY i EXISTING RIGHT-OF-WAY EXISTING PROPERTY LINE PROPOSED RIGHT-OF-WAY PROPOSED WALL EASEMENT OWNERSHIPS NO. NAME PARCEL NO. TOTAL AREA (SF) * DEED TAKE (SF) REMAINDER (SF) EASEMENT (SF) O1 FRIEDMAN HENRY & SANDRA 6979OD-0050 36,276 728 35,548 2 FRIEDMAN HENRY & SANDRA 182104-9047 23,192 0 23,192 * PER KING COUNTY ASSESSOR TREE TREE -- TREE TREE (3) \ \ { US LJHYDRANT / 1ST AVE S 10+00 ro—ro To ro ly6\jam B\ \ TREE 5 n� 6 TREE uF IqI (8 fS' ^*-- -- E 3427 ,-CLIZ_ % . n �i E 4 0 _yr *1.4' i SGW 11fi3 f7" Fl611' IIp14' ,,, la' hall WY 4-4E 3439 W, 12" CMP £ NT7 K 12" CMP C N77 C, i2" CMP PLAN 0 10 20 40 60 SCALE IN FEET GENERAL NOTES 1. USE CAUTION WHEN EXCAVATING IN PROXIMITY OF EXISTING JUNCTION BOXES, UTILITY VAULTS, DRAINAGE, AND SEWER STRUCTURES. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO JUNCTION BOXES, UTILITY VAULTS, MANHOLE CONE SECTIONS, AND CATCH BASINS. 2 PRESERVE AND PROTECT ALL ABOVE & BELOW GRADE IMPROVEMENTS THAT ARE TO REMAIN IN PLACE. 3. REMOVAL OF SIDEWALK PANELS SHALL BE BETWEEN EXPANSION JOINTS WITH NO SAWCUTTING. 4, SAVE AND PROTECT ALL EXISTING VEGETATION AND EXISTING IRRIGATION SYSTEMS OUTSIDE OF CLEARING AND GRUBBING LIMITS. 5, FOR MODIFICATIONS TO ROADWAY SIGNING, SEE SHEETS 24-27. 6. FOR REMOVAL OR ABANDONMENT OF DRAINAGE FACILITIES, SEE SHEETS 12-14. 7. FOR TREATMENT OF ILLUMINATION FACILITIES AND JUNCTION BOXES, SEE SHEETS 19-21. B. FOR RELOCATION OF WATER FACILITIES, SEE ROADWAY PLANS, SHEETS 9-11. CONSTRUCTION NOTES Ot SAWCUT AND REMOVE ASPHALT PAVEMENT. O2 REMOVE CEMENT CONC. SIDEWALK AND/OR CONCRETE PAVEMENT. O3 REMOVE EXTRUDED CURB OR CURB & GUTTER. ® UTILITY TO BE RELOCATED BY OTHERS. O5 PRESERVE & PROTECT. © REMOVE O7 REMOVE AND RELOCATE © INSTALL SILT FENCE. LEGEND •------ CLEARING LIMITS — — SAWCUT ® REMOVE CEMENT CONIC. SIDEWALK AND/OR PAVEMENT REMOVE ASPHALT PAVEMENT 0— SILT FENCE /I/IFIV/!II REMOVE CURB CATCH BASIN INSERT PER WSDOT STANDARD PLAN 1-40.20-00. co w uj 3i 0 0 15 VI W Z J S N Q REVISIONS PLAN 0 10 20 40 60 SCALE IN FEET GENERAL NOTES 1. USE CAUTION MIEN EXCAVATING IN PROXIMITY OF EXISTNG JUNCTION BOXES, UIUTY VAULTS, DRAINAGE, AND SEWER STRUCTURES. CONTRACTOR IS RESPONSIBLE: FOR DAMAGE TO JUNCTION BOXES, UTILITY VAULTS, MANHOLE CONE SECTIONS, AND CATCH BASINS. 2 PRESERVE AND PROTECT ALL ABOVE & BELOW GRADE IMPROVEMENTS THAT ARE TO REMAIN IN PLACE 3. REMOVAL OF SIDEWALK PANELS SHALL BE BETWEEN EXPANSION JOINTS WITH NO SAWCUT LNG. 4. SAVE AND PROTECT ALL EXISTING VEGETATION AND EXISTING IRRIGATION SYSTEMS OUTSIDE OF CLEARING AND GRUBBING LIMITS. 5. FOR MODIFICATIONS TO ROADWAY SIGNING, SEE SHEDS 24-27. 6. FOR REMOVAL OR ABANDONMENT OF DRAINAGE FACILITIES, SEE SHEETS 12-14. 7. FOR TREATMENT OF ILLUMINATION FACILITIES AND JUNCTION BOXES, SEE SHEETS 19-21. B. FOR RELOCATION OF WATER FACILITIES, SEE ROADWAY PLANS, SHEETS 9-11. CONSTRUCTION NOTES 0 SAWCUT AND REMOVE ASPHALT PAVEMENT. 0 REMOVE CEMENT CONC. SIDEWALK AND/OR CONCRETE PAVEMENT. O REMOVE EXTRUDED CURB OR CURB & GUTTER. l�4 UTILITY TO BE RELOCATED BY OTHERS. O5 PRESERVE & PROTECT. aD w © REMOVE w O7 REMOVE AND RELOCATE 0 01 n ® INSTALL SILT FENCE. V1 W Z 2 U F— Q LEGEND . - - - - - - CLEARING LIMITS - — — - SAWCUT REMOVE CEMENT CONIC. SIDEWALK AND/OR PAVEMENT REMOVE ASPHALT PAVEMENT 0 SILT FENCE I//11//11/`/ REMOVE CURB CATCH BASIN INSERT PER WSDOT STANDARD PLAN 1-40.20-00. 1135SPNOIAM SITE PREPARATION & TESC PLAN FILENAME SOD �014p 30% REVIEW "r' °� 1 ST AVE S AT S 328TH ST 1sr AVE s DESIGNED BY DATE 75391hAveN 20,19.W. �F e2014 Seg%WA98199 Teaea,WA99402 SUBMITTAL Federal Way INTERSECTION IMPROVEMENTS STA 13+00 TO STA 17+00 Druwm aY DATE (296)20G1910 (253)827-0710 NJDwwelpgoom KPG PROJECT No. 13139 SHT OF 27 CHECKEDBY DATE ATE WAT 4oca Gf s — TREE %Q1 CmIc IN C ]%S ?I, IB' CMP IE �s W. 12' CNP IE AMC 5, 10' CMP J WAT VALVE { 5 TEL VAULT SER As� � � �uEc[rAnDH lnR =I ©VAULT 11 PLAN ____* 0 10 20 40 60 SCALE IN FEET EXTIFIC RIGHT OF WAY - 0+00 EXISTING RIGHT OF WAY E EXISTING RIGHT OF WAY o errs IE N11; 12' CMP IE ]61$ It, 18' CMP IE 361.1 , 18' CMP GENERAL NOTES 1. USE CAUTION WHEN EXCAVATING IN PROXIMITY OF EXISTING JUNCTION BOXES, UTILITY VAULTS, DRAINAGE, AND SEWER STRUCTURES. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO JUNCTION BOXES, UTILITY VAULTS, MANHOLE CONE SECTIONS, AND CATCH BASINS. 2. PRESERVE AND PROTECT ALL ABOVE & BELOW GRADE IMPROVEMENTS THAT ARE TO REMAIN IN PLACE 3. REMOVAL OF SIDEWALK PANELS SHALL BE BETWEEN EXPANSION JOINTS WITH NO SAWCUTTING. 4. SAVE AND PROTECT ALL EXISTING VEGETATION AND EXISTING IRRIGATION SYSTEMS OUTSIDE OF CLEARING AND GRUBBING LIMITS. 5. FOR MODIFICATIONS TO ROADWAY SIGNING, SEE SHEETS 24-27. 6. FOR REMOVAL OR ABANDONMENT OF DRAINAGE FACILITIES, SEE SHEETS 12-14. 7. FOR TREATMENT OF ILLUMINATION FACILITIES AND JUNCTION BOXES, SEE SHEETS 19-21. 8. FOR RELOCATION OF WATER FACILITIES, SEE ROADWAY PLANS, SHEETS 9-11. CONSTRUCTION NOTES O1 SAWCUT AND REMOVE ASPHALT PAVEMENT. O2 REMOVE CEMENT CONIC. SIDEWALK AND/OR CONCRETE PAVEMENT. 3� REMOVE EXTRUDED CURB OR CURB & GUTTER. UTILITY TO BE RELOCATED BY OTHERS. ( PRESERVE & PROTECT. © REMOVE O7 REMOVE AND RELOCATE. OB INSTALL SILT FENCE LEGEND - - - - - - - CLEARING LIMITS -- — - SAWCUT ® REMOVE CEMENT CONC. SIDEWALK AND/OR PAVEMENT REMOVE ASPHALT PAVEMENT - 0 SILT FENCE WI MI -IN• REMOVE CURB CATCH BASIN INSERT PER WSDOT STANDARD PLAN 1-40.20-DO. REVISIONS Approved By ut"sph e-V IT.FPC1,11h ?9%A0 8e .wn�s� �15MJ�Mr> wA rM1�1, 30% REVIEW SUBMITTAL Federal WaPRfl� y 1 ST AVE S AT S 328TH ST INTERSECTION IMPROVEMENTS SITE PREPARATION & TESC PLAN 1 STAVE S STA 17+00 TO STA 20+50 RI EHAME I� E'<GtNEERWP MW-4ER VATT; OESKPIMBY °�. DATE ORAMOY CATE IUD AQpIA P.Ra=ENGWiEM DATE CkECKCGDY DATE KPG PROJECT No. 13139 1 SHT 8 OF 27 GENERAL NOTES 1. CONSTRUCT CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK PER TYPICAL SECTIONS, SHEET 4. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARLY MARKING ALL UTILITY APPURTENANCES PRIOR TO PAVING OVER THEM. ALL CASTINGS SHALL BE ADJUSTED TO FINISHED ROADWAY GRADE, BEGIN PROJECT 13 I` CONSTRUCTION NOTES STA 10+86 r1 W 4 O1 MATCH EXISTING. GRASS Q- 2 CONSTRUCT CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE -• — _ PER CFW STANDARD DETAIL 3-6A, h RECONSTRUCT HMA DRIVEWAY PER DRIVEWAY DETAILS & PROFILES, SHEETS X-X. - tr INSTALL NEW FIRE HYDRANT ASSEMBLY. — ^ o o M_ O INSTALL CEMENT CONCRETE EXTRUDED CURB PER CFW STANDARD 6 DETAIL 3-4. 1,2tQQ _ _ 13 10+00 _ --- _ - - CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE PERPENDICULAR A VY PER V15DOT STANDARD PLAN F-40.15-02. — FO FO FG Fo - Q� O7 ADJUST WATER VALVE TO GRADE, FU FQ —� - 1ST AVE S _ -- .-"' a © ADJUST WATER METER BOX TO GRADE, ADJUST TELEPHONE VAULT OR MANHOLE TO GRADE. o TELEPHONE RISER TO BE RELOCATED BY OTHERS. Q��=�� CDo a r 5 � 3 1 5 13 11 ADJUST GAS VALVE TO GRADE. 12 RELOCATE EXISTING FENCE 13 CONSTRUCT MODULAR BLOCK WALL SEE WALL PLAN & ELEVATIONS AND WALL DETAILS, SHEETS X-X 14 INSTALL NEW WATER METER PER LAKEHAVEN UTILITY DISTRICT STANDARD DETAILS PLAN D 10 20 40 60 SCALE IN FEET LEGEND FIRE HYDRANT H WATER VALVE WATER LINE CURB & GUTTER x FENCE F FILL EMBANKMENT LINE — — CUT EMBANKMENT LINE EXISTING RIGHT OF WAY 0 HMA PAVEMENT SECTION CEMENT CONC. PAVEMENT PERVIOUS CEMENT CONCRETE O EXPOSED WALL HEIGHT Approved By 18150ALN010.1; FILENAME ROADWAY PLAN DESIGNED 30% REVIEW `Federal 1ST AVE S AT S 328TH ST 1STAVE s EM019CERINO WWWFR OM-6 BY 0011 4 153961AreN 2602 Je6BealAre 9 WA98109 T-m,WA9: Way Y STA 10+00 TO STA 13+00 PROJECT i�WJA[iER PATE DRAWN BY DATE I(P53)621-0126 SUBMITTAL INTERSECTION IMPROVEMENTS NJD 82014 (M6)268-1616 9 27 PROJECT ENGINEER DATE CHECKED BY DATE 1 •0°m KPG PROJECT No. 13139 SHT OF cn L w x N 0 M w z x U F NO. DATE I BY APPR REVISIONS Approved By 13109ALN01.ahv FILENAME SOD 8 014 ENGIKDE TMNC MWP6ER DATE DESIGNED BY DATE ODB e2014 PBQJECY Aollp °I DATE DRAWN BY DATE NJD 012014 PRRIECI FN MEER DATE CHECKED BY DATE PLAN -0 0 10 20 40 60 SCALE IN FEET ]KIPIC1141 153*Aye N 2502JeflelmnAre Sea*,WA98109 Tamma,WA�102 (2R28G1W (M)UM720 wwwJWOJzm 30% REVIEW J.&"'FITeY deral Way GENERALNOTES 1. CONSTRUCT CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK PER TYPICAL SECTIONS, SHEET 4. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARLY MARKING ALL UTILITY APPURTENANCES PRIOR TO PAVING OVER THEM. ALL CASTINGS SHALL BE ADJUSTED TO FINISHED ROADWAY GRADE. CONSTRUCTION NOTES O1 MATCH EXISTING. CONSTRUCT CEMENT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE lJ PER CFW STANDARD DETAIL 3-6A. ORECONSTRUCT HMA DRIVEWAY PER DRIVEWAY DETAILS & PROFILES, SHEETS X—X. V INSTALL NEW FIRE HYDRANT ASSEMBLY OINSTALL CEMENT CONCRETE EXTRUDED CURB PER CFW STANDARD DETAIL 3-4. ©CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE PERPENDICULAR A PER WSDOT STANDARD PLAN F-40.15-02. O ADJUST WATER VALVE TO GRADE. G) ADJUST WATER METER BOX TO GRADE a9 ADJUST TELEPHONE VAULT OR MANHOLE TO GRADE F @ TELEPHONE RISER TO BE RELOCATED BY OTHERS. w V)) 11 ADJUST GAS VALVE TO GRADE 0 12 RELOCATE EXISTING FENCE 13 CONSTRUCT MODULAR BLOCK WALL SEE WALL PLAN & ELEVATIONS N AND WALL DETAILS, SHEETS X—X. z 14 INSTALL NEW WATER METER PER LAKEHAVEN UTILITY DISTRICT STANDARD DETAILS. ME U H ME LEGEND Y FIRE HYDRANT N WATER VALVE WATER LINE CURB & GUTTER x FENCE FILL EMBANKMENT LINE c CUT EMBANKMENT LINE — EXISTING RIGHT OF WAY HMA PAVEMENT SECTION CEMENT CONIC. PAVEMENT PERVIOUS CEMENT CONCRETE O EXPOSED WALL HEIGHT 1 ST AVE S AT S 328TH ST INTERSECTION IMPROVEMENTS ROADWAY PLAN 1ST AVE S STA 13+00 TO STA 17+00 KPG PROJECT No. 13139 1 SHT 10 OF 27 GENERAL NOTES Cl • PLAN 0 10 20 40 60 SCALE IN FEET 1. CONSTRUCT CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK PER TYPICAL SECTIONS, SHEET 4. 2 CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARLY MARKING ALL UTIUTY APPURTENANCES PRIOR TO PAVING OVER THEM. ALL CASTINGS SHALL BE ADJUSTED TO FINISHED ROADWAY GRADE. CONSTRUCTION NOTES ( MATCH EXISTING. OCONSTRUCT 00AFNT CONCRETE COMMERCIAL DRIVEWAY ENTRANCE 2 PER CFW STANDARD DETAIL 3-6A, ORECONSTRUCT HMA DRIVEWAY PER DRIVEWAY DETAILS & PROFILES, SHEETS X—X. O4 INSTALL NEW FIRE HYDRANT ASSEMBLY, OINSTALL CEMENT CONCRETE EXTRUDED CURB PER CFW STANDARD DETAIL 3-4 �j CONSTRUCT CEMENT CONCRETE CURB RAMP TYPE PERPENDICULAR A V PER WSDOT STANDARD PLAN F-40.15-02 O7 ADJUST WATER VALVE TO GRADE. OB ADJUST WATER METER BOX TO GRADE. Ofl ADJUST TELEPHONE VAULT OR MANHOLE TO GRADE 10 TELEPHONE RISER TO BE RELOCATED BY OTHERS. 11 ADJUST GAS VALVE TO GRADE 12 RELOCATE EXISTING FENCE. 13 CONSTRUCT MODULAR BLOCK WALL SEE WALL PLAN & ELEVATIONS AND WALL DETAILS, SHEETS X—XL 14 INSTALL NEW WATER METER PER LAKOHAVEN U11UTY DISTRICT STANDARD DETAILS. LEGEND r FIRE HYDRANT N WATER VALVE WATER LINE CURB & GUTTER x FENCE F FILL EMBANKMENT LINE c CUT EMBANKMENT LINE EXISTING RIGHT OF WAY HMA PAVEMENT SECTION CEMENT CONC. PAVEMENT 0 PERVIOUS CEMENT CONCRETE O EXPOSED WALL HEIGHT PLAN 0 10 20 40 60 SCALE IN FEET GENERAL NOTES 1. STORM DRAINAGE STRUCTURES SHALL BE PER CITY OF FEDERAL WAY STANDARD DETAILS. 2 INSTALL VANED GRATES UNLESS OTHERWISE NOTED. 3. LOCATION, DEPTH, AND SIZE OF EXISTNG UTIUTIES ARE APPROXIMATE CONTRACTOR TO VERIFY POTHOUNG PRIOR TO CONSTRUCTION. M_ WH W CONSTRUCTION NOTES a (DADJUST STORM DRAINAGE STRUCTURE TO GRADE CONNECT NEW STORM DRAIN PIPE TO EXISTING STORM DRAINAGE z 2 STRUCTURE CONNECT EXISTING STORM DRAIN PIPE TO NEW STORM DRAINAGE 3 STRUCTURE. FQ- INSTALL TYPE 1 CATCH BASIN. INSTALL RLTERRA UNIT, 4'X4'. INSTALL SOLD LOCKING LID. 7 REMOVE EXISTING STORM DRAIN STRUCTURE REMOVE STORM DRAINAGE PIPE INSTALL BEHIND CURB INLET PER DETAIL, SHEET X 10 CONNECT EXISTING STORM DRAINAGE PIPE TO NEW STORM DRAINAGE PIPE LEGEND K CONIC INLET OR CATCH BASIN TYPE 1 0 Q CATCH BASIN TYPE 2 . 0 STORM PIPE WITH DIRECTION OF FLOW xxxxxxxxxxxx REMOVE OR ABANDON STORM DRAIN PIPE l* 4' X 4' FILTERRA TREE BOX UNIT a R N 0 0 I2 Q cn z J S H Q REVISIONS GENERAL NOTES 1. STORM DRAINAGE STRUCTURES SHALL BE PER CITY OF FEDERAL WAY STANDARD DETAILS. 2. INSTALL VANED GRATES UNLESS OTHERWISE NOTED. I LOCATION, DEPTH, AND SIZE OF EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR TO VERIFY POTHOUNG PRIOR TO CONSTRUCTION. CONSTRUCTION NOTES O ADJUST STORM DRAINAGE STRUCTURE TO GRADE. r,1 CONNECT NEW STORM DRAIN PIPE TO EXISTING STORM DRAINAGE V STRUCTURE. �1 CONNECT EXISTING STORM DRAIN PIPE TO NEW STORM DRAINAGE �! STRUCTURE INSTALL TYPE 1 CATCH BASIN. INSTALL FILTERRA UNIT, 4'X4'. w O8 INSTALL SOLID LOCKING LID, W N o �7 REMOVE EXISTING STORM DRAIN STRUCTURE. 0 �8 REMOVE STORM DRAINAGE PIPE Q v~i INSTALL BEHIND CURB INLET PER DETAIL, SHEET X. 10 CONNECT EXISTING STORM DRAINAGE PIPE TO NEW STORM DRAINAGE PPE 2 ♦-" Q LEGEND B CONIC INLET OR CATCH BASIN TYPE 1 Q Q CATCH BASIN TYPE 2 STORM PIPE WITH DIRECTION OF FLOW xxxxxxxxxxxx REMOVE OR ABANDON STORM DRAIN PIPE ® 4' X 4' FLTERRA TREE BOX UNIT PLAN 0 10 20 40 60 SCALE IN FEET Approved By 13+3nTRWIAV DRAINAGE PLAN FLENAME �04 KP .�r , CITY OF CITY OF FEDERAL WAY 1STAVES ER1NG MANAGER DATE DESIGNED BY DATE 75391h A-N Y�k�mal A+e 3010 REVIEW `fir 1ST AVE S AT S 328TH ST SOD �" 'W"q8i� T"°�W" SUBMITTAL Federal �~ay STA 13+00 TO STA 17+00 i MANAGER °",E DRAYlRJ 9Y DATE SUBMITTAL INTERSECTION IMPROVEMENTS xs �„. T EN91NEEg DATE cNEcxeD BY DATE KPG PROJECT No. 13139 1 SHT 3 OF 27 REVISIONS PLAN 0 10 20 40 60 SCALE IN FEET GENERAL NOTES 1. STORM DRAINAGE STRUCTURES SHALL BE PER CITY OF FEDERAL WAY STANDARD DETAILS. 2. INSTALL VANED GRATES UNLESS OTHERWSE NOTED. 3. LOCATION, DEPTH, AND Sf7E OF EXISTING UTILITIES ARE APPROXIMATE CONTRACTOR TO VERIFY POTHOLING PRIOR TO CONSTRUCTION. CONSTRUCTION NOTES 1 ADJUST STORM DRAINAGE STRUCTURE TO GRADE OCONNECT NEW STORM DRAIN PIPE TO EXISTING STORM DRAINAGE STRUCTURE. OCONNECT EXISTING STORM DRAIN PIPE TO NEW STORM DRAINAGE STRUCTURE INSTALL TYPE 1 CATCH BASIN. INSTALL RLTERRA UNIT, 4'X4'. 6 INSTALL SOLID LOCKING LID. L/ REMOVE EXISTING STORM DRAIN STRUCTURE. �8 REMOVE STORM DRAINAGE PIPE ,9 INSTALL BEHIND CURB INLET PER DETAIL, SHEET X. 10 CONNECT EXISTING STORM DRAINAGE PIPE TO NEW STORM DRAINAGE PIPE LEGEND yi CONIC INLET OR CATCH BASIN TYPE 1 Q Q CATCH BASIN TYPE 2 STORM PIPE WITH DIRECTION OF FLOW xxxxxxxxxxxx REMOVE OR ABANDON STORM DRAIN PIPE 5 4' X 4' FILTERRA TREE BOX UNIT By 'gLENAME � �JPGr 15391hAreN 2502.4�aIznA�e s',WA9B4O9 Tacare'WA9M02 (zoc►za�,sa I�alezt-0T20 �•41°^ 30% REVIEW SUBMITTAL CITY OF Federal Way CITY OF FEDERAL WAY 1 ST AVE S AT S 328TH ST INTERSECTION IMPROVEMENTS DRAINAGE PLAN 1ST AVE S STA 17+00 TO STA 20+50 FILENAME �°° 817M4DATE GATE DESIGNED BY DATE SOD °"'E DAM KDPAVM BY S DA'4 KB �,. KPISPROJECTNo. 13139 1 SHT 14 OF 27 CAM CHECKEDBY DATE ��wwwwwwwwwtw�w}wv 1ST AVE S �6 11+00 10+00 _ y _. Y� .. . ' �?� :.'laic• PLAN 0 10 20 40 60 SCALE IN FEET s 6 2 c 12+00 CONSTRUCTION NOTES 01 SOD LAWN AREA TYP, INSTALL 4' TOPSOIL TYPE A. OPROPERTY RESTORATION HYDROSEED LAWN AREA TYP. INSTALL 4' TOPSOIL TYPE A. O3 BACK —OF —WALK RESTORATION AREA TYPE 1; SHRUBS, GRASSES AND GROUNDCOVER PLANTING AREA, INSTALL 6' TOPSOIL TYPE A, 2' BARK MULCH, AND REPLANT. 0 BACK —OF —WALK RESTORATION AREA TYPE 2; INSTALL 2' BARK MULCH OVER ENTIRE DISTURBED AREA TYP. 05 EXISTING TREE TO BE PRESERVED AND PROTECTED. O6 EXISTING TREE TO BE REMOVED, SEE SHEET 18 FOR LANDSCAPE SCHEDULE, DETAILS AND GENERAL NOTES MATCH LINE STA 100+60 THIS SHEET L, JJ 100+00 AC CONSTRUCTION NOTES 01 SOD LAWN AREA TYP. INSTALL 4' TOPSOIL TYPE A. O2 PROPERTY RESTORATION HYDROSEED LAWN AREA TYP. INSTALL C TOPSOIL TYPE A. OBACK—DF—WALK RESTORATION AREA TYPE 1; SHRUBS, GRASSES AND O GROUNDCOVER PLANTING AREA. INSTALL 6" TOPSOIL TYPE A, 2' BARK MULCH, AND REPLANT. O4 BACK —OF —WALK RESTORATION AREA TYPE 2; INSTALL 2" BARK MULCH OVER ENTIRE DISTURBED AREA TYP. 05 EXISTING TREE TO BE PRESERVED AND PROTECTED. O6 EXISTING TREE TO BE REMOVED. 70 FILTERRA UNIT 70 PLAN ai4 PLAN @ 0 10 20 40 60 0 10 20 40 60 SCALE IN FEET SCALE IN FEET SEE SHEET 18 FOR LANDSCAPE SCHEDULE, DETAILS AND GENERAL NOTES REVISIONS Approved By ,al ,.-IN �s� 106aw" p9p1 %ftwAs 109 ieoom,, -A* w4mil I�I��� WI9#gm 30% REVIEW SUBMITTAL CITY °P Federal tray CITY OF FEDERAL WAY 1 ST AVE S AT S 328TH ST INTERSECTION IMPROVEMENTS LANDSCAPE PLAN 18T AVE S STA 13+00 TO STA 17+00 M14 ERO1NVeMrA NAGER DATE cesla4mBY DATE Nw 8=4 ay "�°1e "`°'"` " °"'� LDm4vm e 001 Le 1201E CHECKED BY onre KPG PROJECT No. 13139 SHT 16 OF rRo,n:cr¢wcuEEa DATE ........... -4 �jj 3i CD CD 18+00 i!s a L76 19+00 1ST AVE S 20+00 PLAN 0 10 20 40 60 SCALE IN FEET CONSTRUCTION NOTES OSOD LAWN AREA TYP. INSTALL 4" TOPSOIL TYPE A. PROPERTY RESTORATION HYDROSEED LAN AREA TYP. INSTALL e TOPSOIL TYPE A. OBACK -OF -WALK RESTORATION AREA TYPE 1; SHRUBS, GRASSES AND GROUNDCOVER PLANTING AREA. INSTALL 6* TOPSOIL TYPE A, 2' BARK MULCH, AND REPLANT. 9ACK-(5-WAUK RES70RAlION AREA TYPE Z- INSTALL 2- BARK VUL.".H OVER ENTIRE DISTURSEI) AREA TYP. 05 EXISTING TREE TO BE PRESERVED AND PROTECTED. EXISTING TREE TO BE REMOVED. SEE SHEET 18 FOR LANDSCAPE SCHEDULE, DETAILS AND GENERAL NOTES PRELIMINARY PLANT SCHEDULE SYMBOL BOTANICAL NAME/ COMMON NAME OTY SIZE REMARKS FILTERRA TREE - SYRINGA RETICULATA / JAPANESE LILAC TREE l 2 2" CAL I TO BE PROVIDED BY 10'-12' HT FILTERRA UNIT MANUF. SOD LAWN INSTALLATION 264 SY RESTORATION HYDROSEEDED LAWN AREA 304 SY RESTORATION AREA 1 — SHRUBS, GRASSES AND GROUNDCOVERS CORNUS STOLONIFERA 'FARROW / ARCTIC FIRE RED -TWIG DOGWOOD 15'-18" HT. & SP. FULL AND BUSHY SPIREA X VANHOUTTEI / BRIDAL WREATH SPIREA 2 GALLON CONT. FULL AND BUSHY BERBERIS BIXIFOLIA 'NANA'/ DWARF BOXLEAF BARBERRY 1 GALLON CONT 24' O.C. TRI. SP. TYP. MAHONIA REPENS / CREEPING MAHONIA 2.736 SF 1 GALLON CONT 24' O.C. TRI. SP. TYP. COTONEASTER SALICIFODUS 'REPENS / SPREADING COTONEASTER 1 GALLON CONT. 24' O.C. TRI. SP. TYP. HEUCTOTRICHON SEMPERVIRENS / BLUE OUT GRASS 1 GALLON CONT. 24' O.C. TRI. SP. TYP. SESLERIA AUTUMNALIS / AUTUMN MOOR GRASS 1 GALLON CONT. 24' O.C. TRI. SP. TYP. o - 2' ARBORISTS MULCH d FINISH GRADE d. TOPSOIL TYPE A BREAK SIDES & BOTTOMS OF m REIJ _ -I I �_ ii - E PLANTING PIT TO ALLOW FOR ROOT PENETRATION - - —I I- I —I —Ill. RECOMPACT TOPSOIL BELOW TYPICAL SHRL ',OUNDCOVER ROOT BALL TO ENSURE THAT FLARE WILL T SETTLE PLANTING DETAIL a OW GROU D LINE NTS I c a SIDEWALK/ADJACENT EDGE PLANTER AREA CURB TYPICAL GRASS/GROUNDCOVER SPACING DETAIL NTS DRIPLINE 1. SIX FOOT HIGH TEMPORARY CHAIN LINK FENCE SHALL BE PLACED AT DRIPUNE OF TREE TO BE SAVED. FENCE SHALL COMPLETELY ENCIRCLE TREE(S). INSTALL FENCE POSTS USING PIER BLOCKS ONLY. AVOID DRIVING POSTS OR STAKES INTO MAJOR ROOTS. 2. TREATMENT OF ROOTS EXPOSED DURING CONSTRUCTION: 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. 3. WORK WITH PROTECTION FENCE SHALL BE DONE MANUALLY. NO STOCKPILE OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF EOUIPMENT OR MACHINERY SHALL BE ALLOWED WITHIN THE LIMITS OF THE FENCING. 4. PORTIONS OF THE CHAIN LINK FENCE MAY BE MOVED 1/3 INTO THE DRIP LINE IF UNABLE TO PROTECT ENTIRE DRIP LINE AREA. THIS IS ONLY PERMITTED FOR PORTIONS OF THE DRIP LINE AREA THAT ARE IN CONFLICT WITH CONSTRUCTION AC11VIlES BASED UPON A/E REPRESENTATIVE APPROVAL 5. ALL TREES NOTED FOR REMOVAL SHALL BE APPROVED BY A/E REPRESENTATIVE, PRIOR TO START OF CONSTRUCTION ACTIVITIES. 6. ALL TREES TO REMAIN WITHIN CLEARING AND GRUBBING LIMITS, SHALL BE TAGGED FOR APPROVAL BY A/E REPRESENTATIVE, PRIOR TO START OF CONSTRUCTION ACTIVITIES. TREE PROTECTION FENCE NTS GENERAL LANDSCAPE NOTES 1. ALL PLANT MATERIALS SHALL MEET THE AMERICAN STANDARDS FOR NURSERY STOCK. ANSI Z60.1 OR MOST CURRENT VERSION. 2 PLANT, MAINTAIN AND WARRANTY AS PER SPECIAL PROVISIONS. 3. DO NOT SUBSTITUTE SPECIES WITHOUT THE APPROVAL OF THE ENGINEER. 4. ALL SOD LAWN AND HYDROSEEDED LAWN AREAS TO RECEIVE 4• TOPSOIL TYPE A. 5, ALL DISTURBED AREAS ALONG BACKSIDE OF SIDEWALK TO RECEIVE 2" BARK MULCH UNLESS OTHERWISE INDICATED. EXISTING TREE TYP. 1'-O' MAX TO BACK OF PAVEMENT REMOVABLE 6' HT CHAINLINK TREE PROTECTION FENCING, SEE PLANTING PLAN FOR LOCATION AT INDIVIDUAL TREES. PAVEMENT EXCAVATION ZONE SEE NOTE 2 GENERAL NOTES LEGEND EXISTING OESCRIPP 00 COBRA STYLE ROADWAY LUMINAIRE AND POLE TYPE III SIGNAL POLE WITH COBRA HEAD AND MAST ARM I SIGNAL CONTROLLER CABINET CEO ELECTRICAL SERVICE CABINET ® 0 DT m 10 DI JUNCTION BOX TYPE 1, 2, 8 — - - -- CONDUIT Q WIRE NOTE Q CONSTRUCTION NOTE PLAN® 0 10 20 40 60 SCALE IN FEET WIRE NOTES ®RACEWAY/ CONDUIT SIZE CONDUCTORS COMMENTS 1 2" 2 _ 3 I. ALL WORK SHALL BE IN ACCORDANCE WITH THE WSDOT/APWA STANDARD PLANS, STANDARD SPECIFICATIONS, THE LATEST AMENDMENTS TO STANDARD SPECIFICATIONS, SPECIAL PROVISIONS, THESE PLANS, PSE AND CITY GUIDELINES. 2. CONTRACTOR SHALL COORDINATE 'NTH POWER COMPANY REGARDING THE SERVICE CONNECTION, CONTRACTOR SHALL CONTACT THE POWER COMPANY NEW SERVICES ENGINEER AT (888) 225--5T73 FOR AlL CODRD114ATION WTH PSE PRIOR TO INSTALLATION OF METER BASE. 3. THE LOCATION OF ALL CONDUIT, JUNCTION BOXES AND LUMINAIRES SHOWN ON THIS PLAN ARE FOR GRAPHICAL REPRESENTATION ONLY AND FINAL LOCATIONS SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. ALL EQUIPMENT AND CONSTRUCTION ACTIVITIES SHALL BE LOCATED WITHIN THE CITY OF FEDERAL WAY RIGHT-OF-WAY. 4. ALL NEW FOUNDATION LOCATIONS SHALL BE APPROVED BY THE ENGINEER PRIOR TO EXCAVATION. CD `li 5. ALL NEW JUNCTION BOXES INSTALLED IN SIDEWALKS SHALL HAVE Li SKID RESISTANT LIDS. AFTER INSTALLATION AND FINAL INSPECTION, = LIDS FOR JUNCTION BOXES TYPE 1 AND 2 SHALL BE SPOT WELDED In AT TWO SEPARATE LOCATIONS. g & NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL NOT BE r•3 MORE THAN THE EQUIVALENT OF FOUR QUARTER BENDS (360 DEGREES TOTAL). IF NUMBER OF BENDS EXCEEDS LISTED THE CONTRACTOR SHALL INSTALL ADDITIONAL in JUNCTION BOXES, AS DIRECTED BY THE ENGINEER. JUNCTION w � 7. EXISTING OR HIGHER ILLUMINATION LEVELS SHALL BE MAINTAINED BY = USING EXISTING OR TEMPORARY ILLUMINATION UNTIL THE NEW SYSTEM IS OPERATIONAL. THE CONTRACTOR IS ALSO RESPONSIBLE FOR < MAINTAINING 10' CLEARANCE ZONE AROUND THE EXISTING AERIAL PRIMARY POWER LINES DURING THE CONSTRUCTION. COORDINATE WORK WITH PSE REPRESENTATIVE CONSTRUCTION NOTES ,1 CONSTRUCT LUMINAIRE POLE FOUNDATION. FURNISH AND INSTALL ROADWAY LUMINAIRE POLE, LUMINAIRE ARM, LUMINAIRE AND ALL ASSOCIATED EQUIPMENT/CONDUIT/WRING. FOR DETAILS SEE CITY OF FEDERAL WAY STD PLANS 3-39A, 3--399 AND 3-40. SEE SPECIAL PROVISIONS. OREMOVE EXISTING LUMINAIRE POLE AND ALL ASSOCIATED EQUIPMENT AND WIRING. BACKFILL AND COMPACT VOID PER SPECIAL PROVISIONS. SALVAGE EXISTING EQUIPMENT AS DETERMINED BY THE ENGINEER IN THE FILED AND PER SPECIAL PROVISIONS. REMOVE EXISTING WIRING, CAP AND ABANDON EXISTING UNUSED CONDUIT. COORDINATE WORK WITH THE POWER COMPANY REPRESENTATIVE OEXISTING LUMINAIRE AND POLE TO REMAIN. PROTECT EXISTING ASSOCIATED CONDUIT/WIRING DURING CONSTRUCTION. LUMINAIRE SCHEDULE LUMINAIRE STATION OFFSET LUMINAIRE TYPE LUMINAIRE ARM MOUNTING HEIGHT BASE CIRCUIT ¢ COMMENTS 1 11+19.1 40.8' LT LEOTEK 155W TYPE III LED 6' 35' FIXED - 2 12+04.9 40.8' RT LEOTEK 155W TYPE III LED 6' 35' FIXED - 3 12+85.2 38.3' LT LEOTEK 155W TYPE III LED 6' 35, FIXED - REVISIONS Approved By 131391LL01AW9 xcg4m T5 MAYaN 25U2F�rrAre Seattle, wA 9B109 I T9 ""wA9a� 1�12mmo (253)6voo �'"• 30% REVIEW SUBMITTAL CITY OF Federal Way CITY OF FEDERAL WAY 1 ST AVE S AT S 328TH ST INTERSECTION IMPROVEMENTS ILLUMINATION PLAN 1ST AVE S STA 10+00 TO STA 13+00 FILENAME GJH UM14 FmNeEmvoVAK4A2M ATE DEIGNED BY DATE awgDATE PROJECT MANA6fR wre DRAM BY JC M14 CHECKED BY DATE KPGPROJECTND. 13139 SHT 19_ OF 27 PROJZC7F WEER DATE 7-7 w w x 1n 0 c 1n Ld Ic J x Ic m LEGEND EXISTING NO DU22 —T12N ° 09 COBRA STYLE ROADWAY LUMINAIRE 1 AND POLE TYPE III SIGNAL POLE WITH COBRA HEAD AND MAST ARM m SIGNAL CONTROLLER CABINET ELECTRICAL SERVICE CABINET 1111911 JUNCTION BOX TYPE 1, 2, 8 - QCONDUIT WIRE NOTE O CONSTRUCTION NOTE REVISICNS PLAN 1 0 10 20 40 60 SCALE IN FEET NOTES ®RACEWAY/ CONDUIT SIZE CONDUCTORS COMMENTS 1 2" 2 3 GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE WSDOT/APWA STANDARD PLANS, STANDARD SPECIFICATIONS, THE LATEST AMENDMENTS TO STANDARD SPECIFICATIONS, SPECIAL PROVISIONS, THESE PLANS, PSE AND CITY GUIDELINES. 2. CONTRACTOR SHALL COORDINATE WITH POWER COMPANY REGARDING THE SERVICE CONNECTION. CONTRACTOR SHALL CONTACT THE POWER COMPANY NEW SERVICES ENGINEER AT (888) 225-5773 FOR ALL COORDINATION WITH PSE PRIOR TO INSTALLATION OF METER BASE, 3. THE LOCATION OF ALL CONDUIT, JUNCTION BOXES AND LUMINAIRES SHOWN ON THIS PLAN ARE FOR GRAPHICAL REPRESENTATION ONLY AND FINAL LOCATIONS SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. ALL EQUIPMENT AND CONSTRUCTION ACTIVITIES SHALL BE LOCATED WITHIN THE CITY OF FEDERAL WAY RIGHT-OF-WAY. 4. ALL NEW FOUNDATION LOCATIONS SHALL BE APPROVED BY THE ENGINEER PRIOR TO EXCAVATION. 5. ALL NEW JUNCTION BOXES INSTALLED IN SIDEWALKS SHALL HAVE SKID RESISTANT LIDS, AFTER INSTALLATION AND FINAL INSPECTION, LDS FOR JUNCTION BOXES TYPE 1 AND 2 SHALL BE SPOT WELDED N AT TWO SEPARATE LOCATIONS. L 6, La NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL NOT BE m CAPg MORE THAN THE EQUIVALENT OF FOUR QUARTER BENDS (360 DEGREES TOTAL). IF NUMBER OF FIENDS EXCEEDS LISTED REQUIREMENTS, THE CONTRACTOR SHALL INSTALL ADDITIONAL + r JUNCTION BOXES, AS DIRECTED BY THE ENGINEER. F 7. EXISTING OR HIGHER ILLUMINATION LEVELS SHALL BE MAINTAINED BY cn USING EXISTING OR TEMPORARY ILLUMINATION UN11L THE NEW SYSTEM w IS OPERATIONAL THE CONTRACTOR IS ALSO RESPONSIBLE FOR =3 MAINTAINING 10' CLEARANCE ZONE AROUND THE EXISTING AERIAL x PRIMARY POWER LINES DURING THE CONSTRUCTION. COORDINATE F WORK WITH PSE REPRESENTATIVE. cc CONSTRUCTION NOTES n CONSTRUCT LUMINAIRE POLE FOUNDATION. FURNISH AND INSTALL ROADWAY LUMINAIRE POLE, LUMINAIRE ARM, LUMINAIRE AND ALL ASSOCIATED EQUIPMENT/CONDUIT/WIRING. FOR DETAILS SEE CITY OF FEDERAL WAY STD PLANS 3--39A, 3-39B AND 3-40. SEE SPECIAL PROVISIONS. REMOVE EXISTING LUMINAIRE POLE AND ALL ASSOCIATED EQUIPMENT AND WIRING. BANFILL AND COMPACT VOID PER SPECIAL PROVISIONS. SALVAGE EXISTING EQUIPMENT AS DETERMINED BY THE ENGINEER IN THE FILED AND PER SPECIAL PROVISIONS. REMOVE EXISTING PARING, CAP AND ABANDON EXISTING UNUSED CONDUIT. COORDINATE WORK WITH THE POWER COMPANY REPRESENTATIVE. OEXISTING LUMINAIRE AND POLE TO REMAIN. PROTECT EXISTING ASSOCIATED CONDUIT/WIRING DURING CONSTRUCTION. 4 LOCATION OF ELECTRICAL SERVICE CABINET. SEE SIGNAL PLANS. 0 FOR SIGNAL POLE MOUNTED LUMINAIRE, SEE SIGNAL PLANS. LUMINAIRE SCHEDULE LUMINAIRE # STATION OFFSET LUMINAIRE TYPE LUMINAIRE ARM MOUNTING HEIGHT BASE CIRCUIT I COMMENTS 4 13+60.9 40.9' RT LEOTEK 155W TYPE III LED 6' 35' FIXED - 5 16+36.7 40.7' LT LEOTEK 155W TYPE III LED 6' M. FIXED Al # + LEOTEK 155W TYPE III LED 6' 35' A2 * * LEOTEK 155W TYPE III LED 6' 35' • A3 * * LEOTEK 155W TYPE III LED 6' 35' 1 A4 * * LEOTEK 155W TYPE III LED 6' 35' Approved By 19,nk"+m, FILENAME CITY OF FEDERAL WAY GJH �1* 30% REVIEW °'TM °F ERIND MANAGER DATE DESIGNED BY GJH DATE aW14 7WtAvuN SeftWA991W Tacun0A9B102 Federal ay 1ST AVE S AT S 328TH ST °"'� Dw'"""B" DATE 1320wAve SUBMITTAL JC 92014 I�991z�,9aI�-01p INTERSECTION IMPROVEMENTS T E&MER DATE CHECKED BY DATE YAYA''oxorl ILLUMINATION PLAN 1 ST AVE S STA 13+00 TO STA 17+00 KPG PROJECT No. 13139 SHT 20 OF LEGEND EXISTING hu DESCRIPTION COBRA STYLE ROADWAY LUMINAIRE AND POLE TYPE III SIGNAL POLE WITH COBRA HEAD AND MAST ARM m SIGNAL CONTROLLER CABINET ® ELECTRICAL SERVICE CABINET moo] m 1&1 0 JUNCTION BOX TYPE 1, 2, 8 - QCONDUIT WIRE NOTE 0 CONSTRUCTION NOTE PLAN 0 10 20 40 60 SCALE IN FEET WIRE NOTES ®RACEWAY/ CONDUIT CONDUCTORS COMMENTS SIZE 1 2 3 GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE WSDOT/APWA STANDARD PLANS, STANDARD SPECIFICATIONS, THE LATEST AMENDMENTS TO STANDARD SPECIFICATIONS, SPECIAL PROVISIONS, THESE PLANS, PSE AND CITY GUIDELINES. 2 CONTRACTOR SHALL COORDINATE WITH POWER COMPANY REGARDING THE SERVICE CONNECTION. CONTRACTOR SHALL CONTACT THE POWER COMPANY NEW SERVICES ENGINEER AT (888) 225-5773 FOR ALL COORDINATION WITH PSE PRIOR TO INSTALLATION OF METER BASE 3. THE LOCATION OF ALL CONDUIT, JUNCTION BOXES AND LUMINAIRES SHOWN ON THIS PLAN ARE FOR GRAPHICAL REPRESENTATION ONLY AND FINAL LOCATIONS SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. ALL EQUIPMENT AND CONSTRUCTION ACTIVITIES SHALL BE LOCATED WITHIN THE CITY OF FEDERAL WAY RIGHT-OF-WAY. 4. ALL NEW FOUNDATION LOCATIONS SHALL BE APPROVED BY THE ENGINEER PRIOR TO EXCAVATION. 5. ALL NEW JUNCTION BOXES INSTALLED IN SIDEWALKS SHALL HAVE SKID RESISTANT LIDS. AFTER INSTALLATION AND FINAL INSPECTION, LIDS FOR JUNCTION BOXES TYPE I AND 2 SHALL BE SPOT WELDED AT TWO SEPARATE LOCATIONS. 6. 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 LISTED RMIREMENTS. THE CONTRACTOR SHALL INSTALL ADDITIONAL JUNCTION BOXES, AS DIRECTED BY THE ENGINEER. 7. EXISTING OR HIGHER ILLUMINATION LEVELS SHALL BE MAINTAINED BY USING EXISTING OR TEMPORARY ILLUMINATION UNTIL THE NEW SYSTEM IS OPERATIONAL THE CONTRACTOR IS ALSO RESPONSIBLE FOR MAINTAINING 10' CLEARANCE ZONE AROUND THE EXISTING AERIAL PRIMARY POWER LINES DURING THE CONSTRUCTIDN, COORDINATE WORK WITH PSE REPRESENTATIVE. CONSTRUCTION NOTES CONSTRUCT LUMINAIRE POLE FOUNDATION. FURNISH AND INSTALL LJ ROADWAY LUMINAIRE POLE, LUMINAIRE ARM, LUMINAIRE AND ALL ASSOCIATED EQUIPMENT/CONDUIT/WIRING. FOR DETAILS SEE CITY OF FEDERAL WAY STD PLANS 3-39A, 3-398 AND 3-40, SEE SPECIAL PROVISIONS. 1 REMOVE EXISTING LUMINAIRE POLE AND ALL ASSOCIATED EQUIPMENT �1 AND WIRING. BACKFILL AND COMPACT VOID PER SPECIAL PROVISIONS. SALVAGE EXISTING EQUIPMENT AS DETERMINED BY THE ENGINEER IN THE FILED AND PER SPECIAL PROVISIONS REMOVE EXISTING WIRING, CAP AND ABANDON EXISTING UNUSED CONDUIT. COORDINATE WORK WITH THE POWER COMPANY REPRESENTATIVE. 11 EXISTING LUMINAIRE AND POLE TO REMAIN, PROTECT EXISTING �! ASSOCIATED CONDUIT/WIRING DURING CONSTRUCTION. LUMINAIRE LUMINAIRE STATION OFFSET LUMINAIRE TYPE LUMINAIRE ARM MOUNTING HEIGHT BASE CIRCUIT # COMMENTS 6 17+16.9 40.1' RT LEOTEK 155W TYPE III LED 6' 3T FIXED - 7 17+86.4 38.2' LT LEOTEK 155W TYPE III LED 6' M. FIXED - 8 18+71.1 37.3' RT LEOTEK 155W TYPE III LED 7' 35' FIXED - PHASE SEQUENCE DIAGRAM e. �. nrua 01 02 _ 03 04 z LD _ 06 05 07 08 L OLC —► VEHICLE MOVEMENT PEDESTRIAN MOVEMENT FLASHING YELLOW LEGEND 4 n EVPE SCHEDULE NOTES i PHASES 1. FOR CONSTRUCTION, WIRE AND GENERAL NOTES 02 AND 05 AND SIGN SCHEDULE, SEE SHEET 23. A I 2. FOR WIRING DIAGRAM SEE SHEET -- B 04 AND 07 3. FOR SIGNAL PDLE SPECIFICATIONS SEE SHEETS 06 AND 01 p 08 AND 03 ys D>:gffj pN SIGNAL POLE WITH MAST ARM AND LUMINAIRE s SIGNAL POLE TYPE PS LUMINAIRE AND POLE VEHICLE SIGNAL HEAD (THRU) VEHICLE SIGNAL HEAD (TURN) TENON (FUTURE HEAD LOCATION) �«► PEDESTRIAN SIGNAL HEAD EMERGENCY VEHICLE PRE-EAPTION DETECTOR (EVPE) MAST ARM SIGN >NH VIDEO DETECTION CAMERA VEHICLE DETECTION ZONE (SHOWN _ _ FOR REFERENCE ONLY) O VEHICLE DETECTION LOOP A1PPR REVISIONS EXISTING NEW DESCRIPTTON ®m m 9 0 CK JUNCTION BOX TYPE 1, 2, 8 ® 25-TA VAULT m SIGNAL CONTROLLER CABINET ® ELECTRICAL SERVICE CABINET m IRRIGATION CONTROLLER CABINET — - - — — - - — CONDUIT O POLE CONSTRUCTION NOTE O CONSTRUCTION NOTE 0 WIRE NOTE 0 SIGN NOTE PLAN 0 10 20 40 60 SCALE IN FEET Approved By 13M4N11 FILENAME AK 82014 EmN6 MMUDER DATE DESIGNED BY I DATE GJH W414 VANAGFR DATE DRAWN BY DATE JC 02011 T ENDuffER D'Ai. CHECKED BY DATE 0 0 ct SIGNAL HEAD ASSIGNMENTS 12" 12" 12" 12" �17 G 12" 12" 5 CY FLASHING VEHICLE HEADS: G 12• PEDESTRIAN HEADS: 021, 22, 41, 42, 128, 29, 48, 49, 61, 62, 81, 82 VEHICLE HEADS: fib, 69, 88, 89 #11/OLA, 71/OLB, 51/OLC, 31/01-D NOTES: 1. ALL VEHICLE SIGNAL HEADS SHALL BE LED TYPE AND SHALL USE TUNNEL VISORS, SQUARE DOORS AND 5" VENTED BACKPLATES. MAST ARM MOUNTER VEHICLE SIGNAL HEADS SHALL USE MOUNTING TYPE "M". 2. ALL PEDESTRIAN SIGNAL HEADS SHALL BE LED TYPE WITH SOLID SYMBOLS. ALL PEDESTRIAN SIGNAL HEADS SHALL USE MOUNTING TYPE "E". ALL PEDESTRIAN SIGNAL HEADS SHALL BE COUNTDOWN TYPE 3. ALL PEDESTRIAN PUSH BUTTON STATIONS SHALL BE APS TYPE PUpG 30% REVIEW rITyoF CITY OF FEDERAL WAY SIGNALIZATION PLAN 153%A"N mJ�rBsnBAre Fe Wa'� 1 ST AVE S AT S 328TH ST 1ST AVE S & S 328TH ST (206)2,WA93,09 Tem: A9810� SUBMITTAL ��� WIw-0TA INTERSECTION IMPROVEMENTS KPG PROJECT No. 13139 1 SHT 22 OF 27 CONSTRUCTION NOTES O CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-26.10 AND INSTALL TYPE III SIGNAL POLE. INSTALL THREE VEHICLE SIGNAL HEADS, ONE TYPE 721 EMERGENCY PRE-EMPiION DETECTOR, ONE PRE-EMPTION INDICATOR, ONE STREET NAME SIGN AND ONE REGULATORY SIGN ON THE MAST ARM. INSTALL ONE LED LUMINAIRE, PHOTOCELL AND ONE VIDEO DETECTION CAMERA ON THE LUMINAIRE ARM. INSTALL WITH ONE PEDESTRIAN SIGNAL HEAD, ONE APS STYLE PUSH OU70N ASSEMBLY AND ONE TERMINAL CARNET ON THE POLE FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATIONS, SHEETS --. O CONSTRUCT FOUNDATION AND INSTALL TIDE PS PEDESTRIAN SIGNAL POLE PER WSDOT STD PLAN J-20.16, J-20.20 AND J-21.10.INSTALL ONE PEDESTRIAN SIGNAL HEAD AND ONE APS STYLE PUSH BUTTON ASSEMBLY ON THE POLE. FOR DETAILS AND LOCATION SEE SIGNAL POLE SPECIFICATION, SHIFT --. O CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-26.10 AND INSTALL TYPE 01 SIGNAL POLE, INSTALL THREE VEHM SIGNAL HEADS, ONE TYPE 721 EMERGENCY PRE-EMPTION DETECTOR, ONE PRE-EMPTION INDICATOR. ONE STREET NAME SIGN AND ONE REGULATORY SIGN ON THE MAST ARM. INSTALL ONE LED LUMINAIRE AND ONE VIDEO DETECTION CAMERA ON THE LUMINAIRE ARM. INSTALL WITH ONE PEDESTRIAN SIGNAL HEAD, ONE APS STYLE PUSH BUTTON ASSEMBLY AND ONE MRMINAL CABINET ON THE POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATIONS, SHEETS --. ® CONSTRUCT FOUNDATION AND INSTALL TYPE PS PEDESTRIAN SIGNAL POLE PER WSDOT STD PLAN J-20.16, J-20.20 AND J-71.10.INSTALL ONE PEDESTRIAN SIGNAL HEAD AND ONE APS STYLE PUSH BUTTON ASSEMBLY ON THE POLE. FOR DETAILS AND LOCATION SEE SIGNAL POLE SPECIFICATION, SHEET --. O CONSTRUCT FOUNDATION PER WSDOT STD PLAN J-26.10 " INSTALL TYPE DI SIGNAL POLE INSTALL THREE VEHICLE SIGNAL HEADS, ONE TYPE 721 EMERGENCY PRE-EMPRON DETECTOR. ONE PRE-EMPTION INDICATOR, ONE STREET NAME SIGN AND ONE REGULATORY SIGN ON THE MAST ARM, INSTALL ONE LED LUK41MRE AND ONE VIDEO DETECTION CAMERA ON THE LUMINAIRE ARM. INSTALL WITH ONE PEDESTRIAN SIGNAL HEAD, ONE APS STYLE PUSH BUTTON ASSEMBLY AND ONE TERMINAL CABINET ON THE POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATIONS, SHEETS --. © CONSTRUCT FOUNDATION AND INSTALL TYPE PS PEDESTRIAN SIGNAL POLE PER WSDOT STD PLAN J-80.16, J-20.20 AND J-2f.10. INSTALL ONE PEDESTRIAN SIGNAL HEAD AND ONE APS STYLE PUSH BUTTON ASSEMBLY ON THE POLE. FOR DETAILS AND LOCATION SEE SIGNAL POLE SPECIFICATION, SHEET --. Oj CONSTRUCT FOUNDATION PER WSDOT STD PLAN J--26,10 AND INSTALL TYPE I[[ SIGNAL POLE INSTALL THREE VEHICLE SIGNAL HEADS, ONE TYPE 721 EMERGENCY PRE-EMPTION DETECTOR, ONE PRE-EMP110H INDICATOR. ONE STREET NAME SIGN AND ONE REGULATORY SIGN ON THE MAST ARM. INSTALL ONE LED LUMINAIRE AND ONE VIDEO DETECTION CAMERA ON THE LUMINAIRE ARM. INSTALL WITH ONE PEDESTRIAN SIGNAL HEAD, ONE APS STYLE PUSH BUTTON ASSEMBLY AND ONE TERMINAL CABINET ON THE POLE. FOR POLE LOCATION AND DETAILS SEE SIGNAL POLE SPECIFICATIONS, SHEETS --. O CONSTRUCT FOUNDATION AND INSTALL TYPE PS PEDESTRIAN SIGNAL POLE PER WSDOT STD PLAN J-?OA6, J-20.20 AND J-21.10.INSTALL ONE PEDESTRIAN SIGNAL HEAD AND ONE APS STYLE PUSH BUTTON ASSEMBLY ON THE POLE. FOR DETAILS AND LOCATION SEE SIGNAL POLE SPECIFICATION, SHEET --. O CONSTRUCT COMBINATION FOUNDATION PER CITY OF FEDERAL WAY DRAWING NUMBER 3-45G FURNISH AND INSTALL ONE TS2 TYPE T TRAFFIC CONTROLLER CABINET (PER OOFW DWG 3-45B), ONE 120/240V TYPE E-S2 SERVICE CABINET (PER COFW DWG 345) AND ONE UPS/BBS CABINET (PER COFW DWG 3-45A). CONNECT ALL FIELD WILTING. COORDINATE THE METER BASE INSTALLATION WITH THE POWER COMPANY REPRESENTATIVE. FOR PANEL SCHEDULE SEE ILLUMINATION SHEET --. CENTER OF CONTROLLER CABINET FOUNDATION TO BE LOCATED AT 1ST AVE S AT APPROX STA 14F48. VERIFY FINAL LOCATION WITH THE ENGINEER IN THE FIELD. SEE SPECIAL PROVISIONS. 10 VEHICLE VIDEO DETECTION ZONE SHOWN FOR REFERENCE ONLY. COORDINATE EXACT ZONES WITH THE ENGINEER IN THE FIELD. 11 INSTALL NEW VEHICLE DETECTION LOOP PER WSDOT STANDARD PLAN J-50.12. FOR LOOP SPACING SEE CITY OF FEDERAL WAY STANDARDS #3-44. SEE SPECIAL PROVISIONS. REVISION$ Approved By ninsIOp1,¢nj FILPHWE Ax M14 ENGINEERWa MANAGER DATE DESIUNIFD By DATE G $=4 PRpJEL7 MAH04ER DAr DRAWN BY DATE )C 9=16 MMF"ENP 14 DATE CNECKEOBY DATE 753NAve N I 25Uje6e=Ave &w-o,WAIIB10B Taam2,098402 (206)28&1640 (253)62M.0720 xwwjq am 30% REVIEW J.& CF"OFFederal Why SUBMITTAL GENERAL NOTES 1. ALL WORK SHAH BE DONE IN ACCORDANCE WITH THE CITY STANDARDS, KING COUNTY TRAFFIC REQUIREMENTS. WSDOT/APWA STANDARD PLANS, STANDARD SPECIFICATIONS, LATEST AMENDMENTS TO STANDARD SPECS, TO SPECIAL PROVISIONS AND THESE PLANS 2. CONTRACTOR SHALL CONTACT THE POWER COMPANY NEW SERVICES ENGINEER AT (888) 225-5773 FOR ALL COORDINATION WITH PUGET SOUND ENERGY INCLUDING POV0 CONNECTION AND INSTALLATION OF THE METER BASE 3. FOR SK2JALIZATION COORDINATION WITH KING COUNTY, CONTRACTOR SHALL CONTACT KING COUNTY TRAFFIC MAINTENANCE UNIT SIGNAL TECHNICIAN MARK PARRETT AT (206) 396-3763. 4. THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR SHALL BE VERIFIED IN FIELD BY THE ENGINEER PRIOR TO INSTALLATION. 5. CONOUIT LOCATION IS SHOWN FOR REFERENCE ONLY. FINAL LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENCINEFR IN THE FIELD. CONDUIT TO BE PLACES IN JOINT UTILITY TRENCH WHEN FEASIBLE, AS DETERMINED BY CONTRACTOR. 6. ALL NEW FOUNDATION LOCATIONS SHALL BE APPROVED BY THE ENGINEER PRIOR TO EXCAVATION. CONTRACTOR SHALL CHECK FOR MINIMUM OVERHEAD CLEARANCE OF W-5' FOR ALL SIGNAL HEADS ABOVE THE STREET PRIOR TO POURING OF THE MAST ARID POLE FOUNDATIONS. 7. ALL NEW JUNCTION BOXES PLACED IN THE SIDEWALKS SHALL HAVE SLOD RESISTANT LIDS. AFTER INSTALLATION AND FINAL INSPECTION, JUNCTION BOXES SHALL BE SPOT WELDED, 8. ALL TRAFFIC SIGNAL AND PEDESTRIAN HEADS AND PUSH BUTTONS SHALL BE SECURELY AND COMPLETELY COVERED WHILE SIGNAL IS NOT IN OPERATION. 9. FOR WIRING DIAGRAM SEE SHEET -- 10. FOR SIGNAL POLE SPECIFICATIONS SEE SHEETS -. 11. INSTALL 'NEW SIGNAL AHEAD' SIGNS AT ALL LEGS OF THE INTERSECTION IMMEDIATELY FOLLOWING ACTIVATION OF THE SIGNAL SIGNS SHALL BE LEFT IN PLACE FOR 30 DAYS THEN REMOVED BY THE CONTRACTOR. SIGN SCHEDULE LEFTTURN ` YIELD IN FLASHING D3-301 (18' x 84') YELLOW (D QQ YELLOW f SPECIAL \,SLAOC ON W ARROW (30' x 48') WHITE D3-301 (18' x 78') 0 (D (D ® 0 NOTES, 1, MAST ARM MOUNTED SIGNS SHALL BE ALUMINUM, RETRECTORIZED WITH TYPE IX PRISMATIC SHEETING. 2. SIGNS 5, 6, 7 & B ARE STANDARD ALUMINUM, REFLECTORIZED WHITE ON GREEN. CITY OF FEDERAL WAY 1 ST AVE S AT S 328TH ST INTERSECTION IMPROVEMENTS SIGNALIZATION PLAN 1 ST AVE S & S 328TH ST KPGPROJECTNo. 13139 1 SHT 23 OF 27 GENERAL NOTES Jf a REVISIONS 10- PLAN 0 10 20 40 60 SCALE IN FEET SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION REMARKS S1 11+93.75 40.50' LT STOP LIGHT RELOCATE S2 11+41.18 40.50' RT SIGNAL AHEAD, STREET SIGN NEW, NEW By IFIL CAM �G FILENAMEE SOD BR014 DATE DESIGNED BY DATE T539hAw 2502Je6BsanAve EKL 8W4 9ealtle,& 109ITaa�gWADM DATE ORAWR BY DATE (206)266.1610 (253)BZI-0I20 NJD 8 014 DATE CHECKED BY DATE 1. REMOVE ALL CONFLICTING EIOSTING CHANNELIZATION. 2. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH CFW STANDARD DETAILS 3-17 THRU 3-21 UNLESS OTHERWISE NOTED. 3. OFFSET SIGN 2' FROM FACE OF CURB UNLESS OTHERWISE NOTED. 4. RELOCATED SIGNS SHALL BE INSTALLED ON NEW POSTS PER CFW STANDARD DETAIL 3-51. 5. FOR MUTCD STANDARD SIGN INFO, SEE TABLE, SHEET 24. CONSTRUCTION NOTES E1 PLASTIC DOUBLE YELLOW CENTER LINE (MATERIAL TYPE D). �2 8' PLASTIC WIDE LINE (MATERIAL TYPE 0). 0 18" PLASTIC STOP LINE PER CFW STANDARD DETAIL 3-20. 4❑ PLASTIC TRAFFIC ARROW TYPE 2SL PER CFW STANDARD DETAIL 3-21 (MATERIAL TYPE A� 5� 4' WHITE PAINTED LINE FOR PARKING STALL 6� 4' PLASTIC LANE LINE (MATERIAL TYPE D). PLASTIC CROSSWALK LINE PER CFW STANDARD DETAIL 3-20 (MATERIAL TYPE A). �B PAINT CURB YELLOW. STANDARD SIGN INFO SIGN DESIGNATION SIGN SIZE W3-3 SIGNAL AHEAD 30'X30' WI6-8 STREET SIGN 9'X3T CITY OF FEDERAL WAY CHANNELIZATION & SIGNING PLAN 30% REVIEW CITY OF 1 STAVE S SUBMITTAL •-� Federal Way 1 ST AVE S AT S 328TH ST STA 70+00 TO STA 73+00 INTERSECTION IMPROVEMENTS KPGPROJECT ND. 13139 SHT 24 OF I I 1AATr.H IIMF STA 1nn4-6() SHFFT 97 MATCH LINE STA 102+25 SHEET 27 PLAN 0 10 20 40 60 SCALE IN FEET SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION REMARKS S2 13+68.58 49.07' LT THE QUAD REMAIN S3 13+57.53 45.13' RT BUSINESS SIGN RELOCATE S4 15+00.63 30.73' LT STREET SIGN REMOVE S5 15+28.24 43,23' RT STREET SIGN REMOVE S6 15+84.12 50.58' LT THE QUAD RELOCATE GENERAL NOTES 1. REMOVE ALL CONFLICTING EXISTING CHANNELIZATION. 2. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH CFW STANDARD DETAILS 3-17 THRU 3-21 UNLESS OTHERWISE NOTED. 3. OFFSET SIGN 2' FROM FACE OF CURB UNLESS OTHERWISE NOTED. 4. RELOCATED SIGNS SHALL BE INSTALLED ON NEW POSTS PER CFW STANDARD DETAIL 3-51. 5. FOR MUTCD STANDARD SIGN INFO, SEE TABLE, SHEET 24. cc N LH W 2 N o CONSTRUCTION NOTES 1❑ PLASTIC DOUBLE YELLOW CENTER LINE (MATERIAL TYPE D). 8' PLASTIC WIDE LINE (MATERIAL TYPE D). w =3 3� 18" PLASTIC STOP LINE PER CFW STANDARD DETAIL 3-20. S PLASTIC TRAFFIC ARROW TYPE 2SL PER CFW STANDARD DETAIL 3-21 (MATERIAL TYPE A). �5 4' WHITE PAINTED LINE FOR PARKING STALL ® 4' PLASTIC LANE LINE (MATERIAL TYPE D). PLASTIC CROSSWALK LINE PER CFW STANDARD DETAIL 3-20 (MATERIAL TYPE A). PAINT CURB YELLOW. F"so" Approved By 13.1y5CHAH IB.2 S "k 7Si9,Ave N09 zmJ Ave Se6)2WA90 (253) WA98102 (illEl iBFiBIO (�$,I'IQT-0T1U M'AW#g CAII 30% REVIEW SUBMITTAL MY °F Federal Way CITY OF FEDERAL WAY 1 ST AVE S AT S 328TH ST INTERSECTION IMPROVEMENTS CHANNELIZATION & SIGNING PLAN 1sr AVE s STA 13+00 TO STA 17+00 FILENAME Soo 0014 pMDINEEfdNCi MAH✓<DER DATE DESIDNED BY DATE 4 rxL PADJEC7IIAHAGFR DATA ?E5 CTEW UjeLA DATE DATE DRAWN BY DATE NJD W014 CHECKEDBY DATE KPG PROJECT No. 13139 1 SHT 5 OF 27 . 1 PLAN 0 10 20 40 60 SCALE IN FEET SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION REMARKS S7 18+51.66 38.00' RT STOP LIGHT RELOCATE NEW, NEW S8 18+25.66 40.56 LT SIGNAL AHEAD, STREET SIGN Approved By 13IMM law FILENAME SOD S2014 ERfW. K"IA ER OAT£ DESCHED BY OATS EJQ WON T MAPA04tR LATE DRAWN BY DATE NJD 32014 T ENCRiM CAI, CHECKED BY DATE GENERAL NOTES 1. REMOVE ALL CONFLICTING EXISTING CHANNETJZATION. 2. ALL PANEME14T MARKINGS SHALL BE IN ACCORDANCE WITH CFW STANDARD DETAILS 3-17 THRU 3-21 UNLESS OTHERWISE NOTED. 3, OFFSET SIGN 2' FROM FACE OF CURB UNLESS OTHERWISE NOTED. 4. RELOCATED SIGNS SHALL BE INSTALLED ON NEW POSTS PER CFW STANDARD DETAIL 3-51. 5, FOR MUTCD STANDARD SIGN INFO, SEE TABLE, SHEET 24. CONSTRUCTION NOTES ❑1 PLASTIC DOUBLE YELLOW CENTER LINE (MATERIAL TYPE D). 2❑ 8" PLASTIC WIDE LINE (MATERIAL TYPE D). 3� 1B' PLASTIC STOP LINE PER CFW STANDARD DETAIL 3-20. ®PLASTIC TRAFFIC ARROW TYPE 2SL PER CFW STANDARD DETAIL 3-21 (MATERIAL TYPE A). �5 4' WHITE PAINTED LINE FOR PARKING STALL. © 4- PLASTIC LANE LINE (MATERIAL TYPE D). PLASTIC CROSSWALK LINE PER CFW STANDARD DETAIL 3-20 (MATERIAL TYPE A). ® PAINT CURB YELLOW. CITY OF FEDERAL WAY CHANNELIZATION & SIGNING PLAN 30% REVIEW CITY OF 1ST AVE S $' Are" T2EMim- ""� Federal Way 1ST AVE S AT S 328TH ST STA 17+00 TO STA 20+50 a�c+x.WABB109 rscm�B,wn SUBMITTAL IMI2WIM0 I3IU7-0r� INTERSECTION IMPROVEMENTS WWWJPO.COM KPGPROJECTNo. 13138 1 SHT 26 OF-2-7— GENERAL NOTES U'3 LO N N w w W WEn o ul) co N O N CC O H N cn VI z z < ¢ a PLAN AM 0 10 20 40 60 SCALE IN FEET SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION I REMARKS S1 102+80.88 24.64' LT NO PARKING REMAIN PLAN _ 0 10 20 40 60 SCALE IN FEET 1. REMOVE ALL CONFLICTING EXISTING CHANNELZATION. 2 ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH CFW STANDARD DETAILS 3-17 THRU 3-21 UNLESS OTHERWISE NOTED. 3, OFFSET SIGN 2' FROM FACE OF CURB UNLESS OTHERWISE NOTED. 4. RELOCATED SIGNS SHALL BE INSTALLED ON NEW POSTS PER CFW STANDARD DETAIL 3-51. 5. FOR MUTCD STANDARD SIGN INFO, SEE TABLE, SHEET 24. 13 CONSTRUCTION NOTES i0 PLASTIC DOUBLE YELLOW CENTER LINE (MATERIAL TYPE D). ❑2 8- PLASTIC WIDE LINE (MATERIAL TYPE D). �3 187 PLASTIC STOP LINE PER CFW STANDARD DETAIL 3-20. PLASTIC TRAFFIC ARROW TYPE 2SL PER CFW STANDARD DETAIL 3-21 (MATERIAL TYPE A). �5 4' WHITE PAINTED LINE FOR PARKING STALL ® 4' PLASTIC LANE LINE (MATERIAL TYPE D). PLASTIC CROSSWALK LINE PER CFW STANDARD DETAIL 3-20 (MATERIAL TYPE A). 8� PAINT CURB YELLOW. CHANNELIZATION & SIGNING PLAN REVISIONS Approved By ISI +�n _ FILENAME �pC�r CITY OF FEDERAL WAY S 328TH ST SOD ?9bAVOR SeYb,"'*g T"we 30% REVIEW "'" °� Federal W� 1 ST AVE S AT S 328TH ST STA 100+00 TO STA 100+60 +90 102+25 TO STA-- DESIGNED BY �< FJNOJNEFA[NG WA',AGER DATE PROJECTMW-L ER DATE DRAWN BY DATE Raw �25RX=Ayb pluum SUBMITTALy INTERSECTION IMPROVEMENTS AND STA aa.usCi ENGINEER DATE NJD aA14 CHECKED BY DaTE weigg m KPG PROJECT No. 13139 SHT 27 OF 27 OF