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HomeMy WebLinkAboutCP2309 - AS BUILT PLANScl= 0 C[I'Y OF Z/ )4WWASHINGTON PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington VICINITY MAP n SCALE: 1' = 2500' ,1� CITY OF AUBURN RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS INSPECTOR: PROJECTMANAGER: DATE PROJECT COMPLETE: August Ta, 2025 1 ST & 116TH AVE SE) & 33RD ST SE) & 37TH ST SE TRAIL) KING & PIERCE COUNTIES, WASHINGTON CITYWIDE UNCONTROLLED CROSSING ENHANCEMENTS PROJECT NO. CP2309 CONTRACT NO. 24-24 FEDERAL AID NUMBER HSIP-OOOS(657) DRAWING INDEX SHEET DRAWING DESCRIPTION 1 GT001 COVER SHEET WITH VICINITY MAP & SHEEr INDEX 2 ON001 GENERAL NOTES AND ABBREVIATIONS 3 W101 SURVEY CONTROL PLAN - SITES 1 & 2 4 W102 SURVEY CONTROL PLAN - SITES 3 & 4 5 CE101 EXISTING CONDITIONS, TESC & SITE PREPARATION PLAN - SITE 1 6 CE102 EXISTING CONDITIONS, TESC & SITE PREPARATION PLAN - SITE 3 7 CE103 EXISTING CONDITIONS, TESC & S1TE PREPARATION PLAN - SITE 4 8 CE104 EXISTING CONDITIONS, TESC & SITE PREPARATION PLAN - SITE 4 9 CP101 PAVING, CHANNELIZATION AND RESTORATION PLAN - SITE 1 10 CP102 PAVING, CHANNELIZATION AND RESTORATION PLAN - SITE 3 11 CP103 PAVING, CHANNELIZATION AND RESTORATION PLAN - SITE 4 12 CP104 PAVING, CHANNELIZATION AND RESTORATION PLAN - SITE 4 13 UD101 STORM DRAINAGE IMPROVEMENT PLAN AND PROFILE - SITES 1 & 4 14 CR501 CURB RAMP DETAILS - SITE 1 15 CR502 CURB RAMP DETAILS - SITE 3 16 CR503 RAISED CROSSWALK DETAILS - SITE 4 17 CR504 DRIVEWAY DETAILS - SITE 4 18 CR505 DRIVEWAY DETAILS - SITE 4 19 CR506 TYPICAL SECTION AND DETAILS 20 TS101 TRAFFIC SIGNAL PLAN AND DETAILS - SITE 1 21 TS102 TRAFFIC SIGNAL PLAN AND DETAILS - SITE 2 22 TS103 TRAFFIC SIGNAL PLAN AND DETAILS - SITE 3 23 TS104 TRAFFIC SIGNAL PLAN AND DETAILS - SITE 4 24 TM101 TRAFFIC CONTROL PLAN - S1TE 1 25 TM102 TRAFFIC CONTROL PLAN - SITE 2 26 TMI03 TRAFFIC CONTROL PLAN - SITE 3 27 TM104 TRAFFIC CONTROL PLAN - SITE 4 28 TM105 TRAFFIC CONTROL PLAN - SITE 4 29 TD101 ROAD CLOSURE DETOUR PLAN - S1TE 4 WATER SYMBOLS SIGNALIZATION SYMBOLS EXIST. PROP. DESCRIPTION EXIST. PROP. DESCRIPTION o • BOLLARD ar 1-1 oro DIPOLE DETECTOR THRUST BLOCK QUADRAPOLE DETECTOR ® ® WATER METER 0 U L m 0 0 JUNCTION BOXES (TYPE I, II, III) b b FIRE HYDRANT 3-NOZZLE 4 PEDESTRIAN PUSHBUTTON POST W/ PUSHBUTTON t7 V FIRE HYDRANT 2-NOZZLE PEDESTRIAN SIGNAL HEAD ® m SPRINKLER VALVE BOX ® m SIGNAL CONTROLLER ® ® SPRINKLER HEAD ® ® SIGNAL LOAD CENTER M N GATE VALVE GEN. � *x STREET LIGHT ASSEMBLY (� TRAFFIC SIGNAL POLE f BLOW -OFF VALVE CM)*. TRAFFIC SIGNAL POLE /'. V/ BUTTERFLY VALVE `'7-� W/ LUMINAIRE 1 N CO TRAFFIC SIGNAL HECK VALVE SUPPORT POLE 0 IM PLUG VALVE --► VEHICLE SIGNAL HEAD 1 3CAP/PLUG �-f> VEHICLE SIGNAL HEAD # b. W/ ARROW INDICATOR COUPLING F{ F[ ADAPTER, (FLxMJ). CHANNELIZATION SYMBOLS P. REDUCER I Il4 IK TAPPING TEE & VALVE, (FLxMJ) EXIST PROP, DESCRIPTION F-I VERTICAL BEND (FL) STOP BAR J+E 3+[ VERTICAL BEND (NJ) OR oR CROSSWALK SANITARY/STORM SEWER SYMBOLS �)) LEFT TURN ARROW EXIST. PROP, DESCRIPTION RIGHT TURN ARROW 0 • SANITARY SEWER CLEAN OUT LEFT -STRAIGHT ARROW O 0 SANITARY SEWER MANHOLE I (As Labeled in the Plana) IILI ONLY ❑ ■ STORM DRAIN CATCH BASIN �I O ® STORM DRAIN MANHOLE SCHOOL D (As Labeled in the Plans) SI STOP o • STORM DRAIN CLEAN OUT"p� BICYCLE LANE STORM DRAIN CULVERT - L" OR 6,HANDICAP SYMBOL GAS/POWER/TELEPHONE SYMBOLS RAILROAD CROSSING EXISI. PROP, DESCRIPTION • LANE MARKERS TYPE I GAS VALVE ❑ • LANE MARKERS TYPE II © © POWER VAULT -o- -0- UTILrrY POLE c___ UTILITY POLE ANCHOR SURVEY SYMBOLS OT FT-1 TELEPHONE VAULT EXIST, PROP. DESCRIPTION OT (1) TELEPHONE MANHOLE ANGLE POINT + BENCH MARK SURFACE FEATURES/LANDSCAPING BLOCK CORNER EXISL PROP DESCRIPTION _ IRON PIPE EMBANKMENT - B MONUMENT (IN CASE) =MB MAIL BOX ® MONUMENT (SURFACE) (� SHRUB SECTION CORNER MONUMENT CCCQ CA" ROCKERY SOIL BORING RIP RAP AERIAL MAPPING CONTROL POINT a i SIGN y� TREE CONIFER n"L2J CONSTRUCTION BASELINE (CONIFER) CONTROL POINT TREE (DECIDUOUS) o ANGLE POINT k! X YARD LIGHT KING COUNTY PARCEL NUMBER Q HATCH (CEMENT CONCRETE) (10 Digit Number) ® HATCH (GRAVEL) CONSTRUCTION NOTES STREET WATER STORM SEWER TESC DEMO r EXISTING BUILDING \ll O O Q Q DETAIL CALL OUT `/`DETAIL NUMBER u010 REFERENCED DRAWING ABBREVIATIONS AC ASPHALT CONCRETE MON ACP ASPHALT CONCRETE PAVEMENT MPC AP ANGLE POINT NA APPROX APPROXIMATE NAD ASPH ASPHALT NAVD ASST ASSISTANT NO. ASSY ASSEMBLY NST AU% AUXILIARY NTS AVE AVENUE NW AWS AUBURN WAY SOUTH O.C. BC BEGINNING OF CURVATURE OH/INT BM BENCH MARK P END BEND PC BOP BEGINNING OF PROJECT PCC BOT BOTTOM P.E. BOW BACK OF WALK FED BTWN BETWEEN P.I. CB CATCH BASIN PNT CDF CONTROLLED DENSITY FILL POC CEM. CONC. CEMENT CONCRETE PPB CL, ry_, C/L CLASS, CENTERUN PRC CG CURB & GUTTER PROP CO CLEANOUT FRV COA CITY OF AUBURN PS CONN CONNECT PSE CONST CONSTRUCT, CONSTRUCTION PSF CONT CONTINUED/CONTINUOUS PT CDR CORNER PVC CRV CURVE CSBC CRUSHED SURFACING BASE COURSE PVI CSTC CRUSHED SURFACING TOP COURSE PVT CTL BASELINE CONTROL POINT, CONTROL R DEW DOUBLE BROKEN WHITE RD DET DETAIL, DETECTOR/DETECTION LOOPS REF DI DUCTILE IRON RPM DIA DIAMETER RR DR DRIVE RT DSW DOUBLE SOLID WHITE R/W, ROW DSY DOUBLE SOLID YELLOW S, S0. DWG DRAWING D, SO E EAST, or DISTANCE BETWEEN SDMH PVI & VERTICAL CURVE SE EA EACH SEC EC END OF CURVATURE SO EL, ELEV ELEVATION SNT ENGR. ENGINEER SIG EDP END OF PROJECT, EDGE OF PAVEMENT SMH EVP EMERGENCY VEHICLE PREEMPTION SMIC EX, EXIST EXISTING SMON SS/ S FCA FLANGE COUPLING ADAPTOR SST FH FIRE HYDRANT SSW FL FLOW LINE/CURB GUTTER PAN, FLANGE SSY FO FIBER OPTIC ST FOC FACE OF CURB STA FT FEET/FOOT STD G GAS LINE S/W GIs GEOGRAPHICAL INFORMATION SYSTEMS SV GV GAS VALVE SW HMA HOT MIX ASPHALT TMH HOR HORIZONTAL TSPL HP HIGH POINT TV HT HEIGHT TYR HWY. HIGHWAY U/G IE INVERT ELEVATION UP IN INCH/INCHES UPA INT INTERSECTION UTIL INTER INTERCONNECT CABLES VERT JB, J-BOX JUNCTION BOX VEH K RATE OF VERTICAL CURVE W L LENGTH OF ARC WA LB(S) POUND, POUNDS W/ LED LIGHT EMITTING DIODE WSDOT LF LINEAL FOOT/FEET LOC LOCATION WWF LP LOW POINT WV LT LEFT LUMIN LUMINAIRE MAX MAXIMUM ME MAILBOX MH MANHOLE MIN MINIMUM MJ MECHANICAL JOINT MONUMENT MIDPOINT OF CURVE NOT APPLICABLE NORTH AMERICAN DATUM NORTH AMERICAN VERTICAL DATUM NUMBER or NORTH NO STEEPER THAN NOT TO SCALE NORTHWEST ON CENTER OVERHEAD INTERCONNECT POWER POINT OF CURVATURE POINT OF COMPOUND CURVATURE PROFESSIONAL ENGINEER PEDESTRIAN POINT OF INTERSECTION POINT POINT ON CURB PEDESTRIAN PUSH BUTTON POINT OF REVERSED CURVATURE PROPOSED PRESSURE REDUCING VALVE STATION PUMP STATION PUGEr SOUND ENERGY POUNDS PER SQUARE FOOT POINT OF TANGENT POLYVINYL CHLORIDE or POINT OF VERTICAL CURVATURE POINT OF VERTICAL INTERSECTION POINT OF VERTICAL TANGENT RADIUS ROAD REFERENCE RAISED PAVEMENT MARKER RAILROAD RIGHT RIGHT OF WAY SOUTH STORM DRAIN STORM DRAIN MANHOLE SOUTHEAST SECTION SQUARE SHEET SIGNAL SANITARY SEWER MANHOLE MONUMENT (IN CASE) MONUMENT (SURFACE) SANITARY SEWER/SIZE IN INCHES STAINLESS STEEL SINGLE SOLID WHITE SINGLE SOLID YELLOW STREET STATION STANDARD SIDEWALK SURVEY SOUTHWEST TELEPHONE MANHOLE TRAFFIC SIGNAL POLE W/ LUMINAIRE TELEVISION TYPICAL UNDERGROUND UTILITY POLE UTILITY POLE ANCHOR UTILITY VERTICAL VEHICLE WEST, WATER, WATER SERVICE WASHINGTON WITH WASHINGTON STATE DEPARTMENT OF TRANSPORTATION WELDED WIRE FABRIC WATER VALVE x" SS X" SD SSFM X" A x" G OP HP OTV BTV OT BT PROJECT NOTES: 3 X X 85 ------------- %" SS X" SD SSFM X" W X" G OP BP OTV BTV OT B< SURFACE FEATURES: CURB/PAVEMENT/SIDEWALK BUILDING LINE CREEK / DITCH CENTERLINE FENCE GUARD RAIL RAILROAD RETAINING WALL RIVERBANK/SHORELINE VEGETATION SURVEY: CENTERLINE CONTOUR EASEMENT (PERMANENT) EASEMENT (TEMPORARY) PROPERTY LINE RIGHT-OF-WAY CITY CLAIM OF PRESCRIPTIVE RIGHTS UTILITIES: SANITARY SEWER (SIZE IN INCHES) STORM DRAINAGE (SIZE IN INCHES) SANITARY SEWER (FORCEMAIN) WATER GAS POWER (OVERHEAD) POWER (BURIED) CABLE TELEVISION (OVERHEAD) CABLE TELEVISION (BURIED) TELEPHONE (OVERHEAD) TELEPHONE (BURIED) 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. STANDARD PLANS SHALL BE THE LATEST EDITION AND SPECIFICATIONS SHALL BE 2024 WSDOT/APWA AS MODIFIED BY THE CITY OF AUBURN, INCLUDING AUBURN'S STANDARD DETAILS. A COPY OF THESE APPROVED PLANS AND APPLICABLE DETAILS SHALL BE ON SITE DURING CONSTRUCTION. 3. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (811) FOR UTILITY LOCATIONS. 4. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL ON -SITE STORM WATER RUNOFF BY USING TEMPORARY OR PERMANENT DRAINAGE EROSION/ SILTATION CONTROL PROCEDURES. 5. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE DEPTHS AND LOCATIONS OF ALL UNDERGROUND UTILITIES. AS -BUILT BURIED UTILITIES IN AREA FEDERAL AID NO PLEASE CALL BB' FORE YOU DIG HSIP-OOOS(657) NO. Uate: I KeVlslon: uomplete0 by: BY: DATE: * Oiri OF -�./ * ` WASHINGTON I I E PRO PROJECTCTMANAGER: S`� 0822/2024 igna re Date Jeffrey Bender, P.E. I � I.EB a•.�,,, ZyA° 'o m��smietseyO o� s+a+.� >rt' wnazoza I CITYWIDE UNCONTROLLED CROSSING ENHANCEMENTS GENERAL NOTES AND ABBREVIATIONS PROJECT NO. CP2309 Designed MN 06/28/24 Reviewed JB 06/28/24 CONTRACT NO. 24-24 Approved ML 06/28/24 SCALE: ATFN~L5� (IF NOT, SCALE ACCORDINGLY) DRAWING NO. GN001 SHEET 2 OF 29 File: <nn. l J140297-0260 COA CONTROL PT#104 SCRIBED X _4 _ 5880W05"E _ 1316.35 #333940-0157 �Iw OOIM 0, #786700-0007 1 #029393-0210 i ONTROL i12-007 -- ---- SE 304TH ST S8751'"E56 507.78 - I I COA CONTROL Pf#105 SCRIBED X I I � I I oo ?la N y #092105-9123 I I I I I I I I I I I #025510-0260 #025510-0270 I I I U 1n F- Y I #025510-0250 EL I 1 #025510-0240 I I I I - - J 37TH ST SE TRAIL I #302105-9021 I i - �I ml I \ J734520-0390 NIN I \ nla I o I w N F- #734520-0400 I CON CONTROL MON 1211-024 I #734520-0410 e IN #734520-0420 ,IN o N U 1n J I o_ I= M I I I , 37TH WAY SE S88656'19"E 140.14 I - I COA CONTROL PT#29 SCRIBED X I ` SURVEY DATA 40 20 0 40 80 SURVEY DATA SITE 1 -PLAN SITE 2 -PLAN PROJECT BENCHMARKS SCALE: 1"=40' ,1`�I PROJECT BENCHMARKS SCALE: 1" 40 �(N, SCALE IN FEET SITE 1 - SE 304TH ST & 116TH AVE SE SITE 2 - R ST SE NORTH OF 37TH ST SE HORIZONTAL DATUM = NAD83(1991) WASHINGTON STATE NORTH ZONE, 4601 HOR17ONTAL DATUM = NAD83(1991) WASHINGTON STATE NORTH ZONE, 4601 BASIS OF BEARINGS STATEMENT: BEARINGS AND COORDINATES FOR THIS DRAWING ARE BASIS OF BEARINGS STATEMENT: BEARINGS AND COORDINATES FOR THIS DRAWING ARE BASED ON GNSS RTK OBSERVATIONS ON THE LISTED CONTROL DURING MAY 2023 BASED ON GNSS RTK OBSERVATIONS ON THE LISTED CONTROL DURING MAY 2023. THE BEARING FROM ODA MON 512-007 TO 512-012 = S 01'46'06" W THE BEARING FROM COA MON 1211-022 TO 1211-024 = S 02031'S5" W VERTICAL DATUM = NAVD88 VERTICAL DATUM = NAVDBB BASIS OF ELEVATIONS STATEMENT: FOR THE PURPOSES OF THIS DRAWING ELEVATIONS BASIS OF ELEVATIONS STATEMENT: FOR THE PURPOSES OF THIS DRAWING ELEVATIONS ARE BASED ON CLOSED LOOP DIFFERENTIAL LEVELS HOLDING CONTROL POINT #105 ARE BASED ON CLOSED LOOP DIFFERENTIAL LEVELS HOLDING CONTROL POINT #28 ELEVATION=438.03 ELEVATION=140.82 COA SURVEY CONTROL POINT UST COA SURVEY CONTROL POINT LIST COA PT C NORTHING EASTfNG ELEVATION DESCRIPTION COA PT Y NORTHING LNG ELEVATION DESCRIPDON 104 123316.13 1304500.64 441.43 SCRIBED X 28 104046.03 1299197.11 140.82 MAD NAIL 105 123245.09 1304786.73 438.03 SCRIBED X 29 103528.97 1299178.72 133.26 SCRIBED X 512-007 123289.07 1304761.37 ENCASED SURFACE BRASSIE AT THE INTERSECTION OF SE 304TH ST AND 116TH AVE SE 1211-022 104020.77 1299169.77 140.30 ENCASED MON 512-012 122741.31 1304744.46 ENCASED SURFACE BRASSIE AT THE INTERSECTION OF SE 305TH PL AND 116TH AVE SE 1211-024 103716.62 1299156.32 135.00 ENCASED MON I Designed I MN 1 06/28/24 1 SCALE: WHO AT FU~L S (IF NOT, SCALE ACCORDINGLY) File: AV on& .N mow • Pilo REVIEWED BY PROJECT MANAGER: S\ �` 0&22/2024 sfdiiatim Date Jeffrey Bender, P.E. 091M e4 5 40 20 0 40 80 SCALE IN FEET AS -BUILT BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 CITYWIDE UNCONTROLLED CROSSING ENHANCEMENTS SURVEY CONTROL PLAN SITES 1 & 2 FEDERAL AID NO. HSIP-OOOS(657) PROJECT NO. CP2309 CONTRACT NO. 24-24 DRAWING NO. MIDI SHEET 3 OF 29 /1111200-0020 COA CONTROL MON 305-032 MON 3050 31 COA OL #118200-0070 I \v/ I #118200-0010- I I #118200-0080 I w 0 0 o m I #022104-9221 1 00 1 1 N I #118200-0090 N ro W "' C6 CCOAJCONTROL 02 MAG NAIL 0 0 ZI COA CONTROL MON 305-034 - S89'57'17"E S89054'18"E 180.59 484.40 S. 296TH STREET S. 296TH STREET - - COA CONTROL CON CONTROL PT100 MAG NAIL MON 305-033 COA CONTROL PT//103 MAG NAIL /664220-0010 oln`y IF 64220-0640 1 1 I z w I a I -- I F I I I N I SURVEY DATA 40 20 0 40 80 SITE 3 -PLAN N PROJECT BENCHMARKS SCALE: 1" = 40' SCALE IN FEET SITE 3 - S 296TH ST & 57TH PLACE S HORIZONTAL DATUM = NAD83(1991) WASHINGTON STATE NORTH ZONE, 4601 BASIS OF BEARINGS STATEMENT: BEARINGS AND COORDINATES FOR THIS DRAWING ARE BASED ON GNSS RTK OBSERVATIONS ON THE LISTED CONTROL DURING MAY 2023 THE BEARING FROM COA MON 305-033 TO COA MON 306-033 = S 89'54'18" E VERTICAL DATUM = NAVD88 STATEMENT: FOR THE PURPOSES OF THIS DRAWING ELEVATIONS ARE BASED BASIS OF ELEVATIONS ON CLOSED LOOP DIFFERENTIAL LEVELS RAN FROM COA #100 ELEVATION=365.88 :dv:Ei�laLaLd.),H:i.]�Y.71,1�1F�t 100 126113.31 1286072.50 365.88 MAG NAIL 102 126177.90 1286132.62 365.14 MAG NAIL 103 126115.21 1286307.82 361.86 MAG NAIL 305-032 126313.35 1286113.29 ENCASED 2.5" OR SURFACE BRASSIE AT THE NORTH END OF 57M PL S 305-031 126313.30 1286115.61 ENCASED 2.5" DIA SURFACE BRASSIE AT THE CTR OF CUL DE SAC ON 57TH PL S 305-033 126144.94 1286113.07 ENCASED 2.5" DA SURFACE BRASSIE AT THE INTERSECTION OF 57TH PL S AND S. 296TH ST 305-034 126145.09 1285932.48 ENCASED 2.5" DIA SURFACE BRASSIE AT THE INTERSECTION OF 57TH PL S AND S. 296TH PL 306-033 126144.14 1286597.46 ENCASED 2.5" OR SURFACE BRASSIE AT THE INTERSECTION OF 59TH AVE S AND S. 296TH Sr 405-077 125947.53 1286113.22 ENCASED 2.5" DIA SURFACE BRASSIE ON 57TH PL S, 1ST MON SOUTH OF S. 296TH ST Designed MN 06/28/24 Reviewed JB 26/28/24 # �* Approved ML 06/28/24 ciI'i OF SCALE: `A FN~L5� ` WASHINGTON (IF NOT, SCALE ACCORDINGLY) File: " I I COA CONTROL PT#2 SCRIBED X 1 #302105-9224 1 I I ----- #302105-9144_ _ 33RD ST SE J #302105-9294 #560970-0000 COA CONTROL MON 1210-013 CIA CONTROL PT$1 SCRIBED 02105-9384 X� I�3 I I I 1295 I I 32ND ST SE i n m n o ?� I 1 #792460-0190 1 p792460-0200 I I COA CONTROL MON 1110-016 #365800-0070 I �365800-0060 #365800-0050 COA CONTROL PTSCRIBED X n d S89422'49"E 235.77 FO365800-0-010- I I I #302105-9238 33RD ST SE \ #365800-002 #302105 SURVEY DATA ao 20 o ao Bo SITE 4 - PLAN N PROJECT BENCHMARKS SCALE: 1" = 40' SCALE IN FEET SITE 4 - M ST SE & 33RD ST SE HORIZONTAL DATUM = NAD83(1991) WASHINGTON STATE NORTH ZONE, 4601 BASIS OF BEARINGS STATEMENT: BEARINGS AND COORDINATES FOR THIS DRAWING ARE BASED ON GNSS RTK OBSERVATIONS ON THE USTED CONTROL DURING MAY 2023. THE BEARING FROM COA MON 1210-013 TO COA MON 1110-013= N 01'08'59" E VERTICAL DATUM = NAVD8B STATEMENT: FOR THE PURPOSES OF THIS DRAWING ELEVATIONS ARE BASED BASIS OF ELEVATIONS ON CLOSED LOOP DIFFERENTIAL LEVELS RAN FROM COA 01 ELEVATION= 132.48 COA SURVEY CONTROL POINT LIST COAPTNORTHING 1 104813.69 FAS➢NO 1297837.91 ELEVATION 132.48 2 105046.39 1297842.55 133.99 16 104599.92 1297830.97 133.13 1110-013 106243.80 1297881.93 1210-013 104813.41 1297853.22 1210-014 104468.07 1297846.90 1210-016 104739.35 1297852.19 REVIEWED BY PROJECT MANAGER: S `% _ 0&22/2024 ,7'166arum Date Jeffrey Bender, P.E. AS -BUILT DESCRIPTION SCRIBED X SCRIBED X SCRIBED X ENCASED BRASS CAP AT THE INTERSECTION OF 29TH ST SE AND M ST SE 2.5" DIA SURFACE BRASSIE AT THE INTERSECTION OF M ST SE AND 33RD ST SE 2.5" DIA SURFACE BRASSIE AT THE INTERSECTION OF M ST SE AND M PL SE 2.5" DIA SURFACE BRASSIE ON M ST SE, 1ST MON SOUTH OF 33RD ST SE BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 CITYWIDE UNCONTROLLED CROSSING ENHANCEMENTS SURVEY CONTROL PLAN SITES 3 & 4 0911WM4 FEDERAL AID NO. HSIP-OOOS(657) PROJECT NO. CP2309 CONTRACT NO. 24-24 DRAWING NO. VV102 SHEET 4 OF 29 Yl COA STORM TRACT A N: E: 1 SSMH #412-92 RIM=440 16 S88'56'05"E N: 123275.08 E: 1304704.78 G G SD EXISTING EDGE EXISTING OF ASPHALT POWER POLE / N: 123266.96- E: 1304704.63 N: 123265.00 E: 1304709.63 11521 SE 304TH ST SSMH #412-72 RIM=437 69 SDCB #412-AZ1101 RIM=437 46 N: 123326.31 E: 1304730.29 N: 123312.09 E: 1304722.16 N: 123274.84 E: 1304719.79 MuAIl=Mm!!wjm N: 123237.71J1 E: 1304734.87 N: 123237.47 E: 1304742.95 EX SIDEWALK I I _ N: 123335.94 ,E: 1304735.70 N: 123330.82 \\ E: 1304735.75 j -N: 123329.21 E: 1304733.80 \-N: 123321.38 E: 1304734.50 N: 123313.77 E: 1304732.61 n COA MON #512-007 SEE GENERAL NOTE pP� SSMH #512-34 "a RIM=43879 s SS SS SS SS - I N: 123273.57 E: 1304760.89 G- - - G G 11604 SE 304TH ST SDCB #413-AZ1109 RIM=43735 Y SDCB b413-AZ2027 RIM=43476 0 O S SE 304TH ST S87051'56"E " (MINOR ARTERIAL) SS SS SS ,, G G� ' - N: 123256.54 7 0 E: 1304760.37 ----- - EX SIDEWALK s ',r OP OP. OP OP OP OP OP OP vvllw �- N: 123255.19 E: 1304784.83 COA CONTROL PT//105 _ - SCRIBED X I 11815 SE 304TH ST ���}}} N: 1� 3236.95 I E: 1304759.75 SDCB #512-AZ648 ; 1I RIM=437.29 N: 123226.56 E: 1304759.43 ? N: 123226.00 v E: 1304777.42 09 SITE 1 -PLAN I SCALE: 1" = 10' 10 5 0 10 20 SCALE IN FEET DEMOLITION NOTES: A SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT. QREMOVE EXISTING CURB AND GUTTER. Q4 REMOVE EXISTING SIGN AND POST. Q REMOVE EXISTING CONCRETE SIDEWALK. QREMOVE EXISTING PLASTIC CROSSWALK UNE. REMOVE EXISTING TREESAANDSCAPING. 11 RELOCATE EXISTING JUNCTION BOX. LEGEND: OEXISTING CEMENT CONCRETE SIDEWALK REMOVE CEMENT CONCRETE OR ASPHALT FLATWORK ITEMREMOVEASPHALT AND/OR CEMENT CONCRETE PAVEMENT ANTICIPATEDTRENCH EXCAVATION AREA. SEE MOO] CITY OF AUBURN STD. DETAIL T-02.5 FOR FINAL PAVEMENT RESTORATION AREA. ® UMITS OF CLEARING AND GRUBBING PLANING BITUMINOUS PAVEMENT ® CATCH BASIN INLET PROTECTION, PER CITY OF AUBURN STD. DETAIL E-03.2. APPROXIMATE PAVEMENT FULL DEPTH SAW CUT LINE OMITS OF CURB AND GUTTER REMOVAL UMITS OF PEDESTRIAN CURB REMOVAL ABANDON PIPE IN PLACE, CAP ENDS AND FILL WITH CDF. GENERAL NOTES: 1. PRESERVE EXISTING MONUMENT DURING CONSTRUCTION. IF ENGINEER DETERMINES MONUMENT LOCATION HAS BEEN COMPROMISED, INSTALL NEW MONUMENT PER CITY OF AUBURN STD. DETAIL T-46.3. CONTRACTOR SHALL BE RESPONSIBLE FOR NEW MONUMENT. AS -BUILT BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 FEDERAL AID NO. HSIP-000S( 657 ) No. Date: Revision: Completed By: BY: DATE: * CII'Y OF - * ` WASHINGTON^e•,,'�'�a;.�°e. PROJECT ECTMA PROJECT MANAGER: S`��08/22/2024 91 6'na re Date Jeffrey Bender, P.E. � LE8 a•.�,,, �yA° '0 s+oH.,, ¢' wnazuza CITYWIDE UNCONTROLLED CROSSING ENHANCEMENTS EXISTING CONDITIONS, TESC & SITE PREPARATION PLAN SITE 1 PROJECT NO. CP2309 Designed MN 06/28/24 Reviewed JB Os/z81 CONTRACT NO. 24-24 Approved ML 06/28/24 SCALE: ATFN~L5L (IF NOT, SCALE ACCORDINGLY) DRAWING NO. CE101 SHEET 5 OF 29 Flle: <nro�. Yl EX. SIDEWALK DEMOLITION NOTES: COA CONTROL PTg102 x 0p I w MAG NAIL n 3 Q7 SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT. m y N: 126182.36 �0 .6' • b E: 1286146.05 Q2 REMOVE EXISTING CURB AND GUTTER. CITY OF AUBURN x p zI N: 126176.69 Qa REMOVE EXISTING SIGN AND POST. `� E: 1286139.41 Q6 RELOCATE EXISTING UTILITY POLE, DONE BY OTHERS. SDCB N3M-365. 3 m 3 29598 57TH PIE S 6 REMOVE EXISTING CONCRETE SIDEWALK. CITY OF AUBURN RIM=365.43 / � P�P c� \ rJ Q 4 +� / �p 0 0,�3 � I ` CR502 Q8 REMOVE EXISTING PLASTIC STOP LINE. CR502 / 0 N: 126174.02 REMOVE EXISTING TREES ANDSCAPING. E: 1286142.29 J g - - - - - - - - m RELOCATE EXISTING PERMANENT TRAFFIC SIGNS. N: 126177.23 E: 12828613131.5858 N: 124 I °°a ° � 6 E: 1286153.86153.12 Ex SIDEWALK 9 m N: 126171.91 oe`> EX. SIDEWALK E: 1286134.67 ; P P P��P- LEGEND: o - p . .P P } e . • : .. - EXISTING CEMENT CONCRETE SIDEWALK �I J' O - - _ -� . - � N: 126168.33 E: 1286131.13 - - �- SD SD S REMOVE CEMENT CONCRETE OR SD ED SD SD SD SO _ ASPHALT FLATWORK N: 126162.59 N: 126167.51 COA MON #305-033 WW W REMOVE ASPHALT AND/OR CEMENT E: 1286063.82 SEE GENERAL NOTE ✓� N: 126165.95 N: 126161.81 - W G G G G E: 1286054.45 4 m ------ ® CONCRETE PAVEMENT E: 1286143.09 _ E: 1286161.12 N: 126162.51 G G G N: 126162.75 S 296TH ST LIMITS OF CLEARING AND GRUBBING -w w w w w 5 E: 1288063.95 - E: 12B6151.90 (RESIDENTIAL COLLECTOR) N89'ST17"W �` ��W W _ W _ W W W-- _ 589'S4'18"E - - _ - - PLANING BITUMINOUS PAVEMENT SS SS SS SS SS SS SS SS S SS SS SS SS- �� � ��'; � 55 ® CATCH BASIN INLET PROTECTION, PER CITY OF AUBURN STD. DETAIL E-03.2. S� SSM \ RIM_ dSS'.:' - --- N: 126121.16 86161.0 ------ APPROXIMATE PAVEMENT FULL DEPTH RIM_ <,.. E: 1286161.07 N: 12612113 SAW CUT LINE SQ . �E: 1286175.74 LIMITS OF CURB AND GUTTER REMOVAL P .OP OR P". VP _ 0. OR OF C ° eveevoo Cee° . - 7qVV"'°ovi0000 ° °°° GENERAL NOTES: e oo"< lVVV °'v1. PRESERVE EXISTING MONUMENT DURING CONSTRUCTION. °°° °° 5 _ y `, IF ENGINEER DETERMINES MONUMENT LOCATION HAS BEEN `�10 ° COMPROMISED, INSTALL NEW MONUMENT PER CRY OF Ex. SIDEWALK w ll EX SIDEWAI K EXISTING AUBURN STD. DETAIL T-46.3. CONTRACTOR SHALL BE CJ al oo°'o°° N: 126112.60 PRESCRIFTI F RESPONSIBLE FOR NEW MONUMENT. COA CONTROL PT#100 ( - p E: 1286175.62 EASEMENT MAP NAIL Y o e'°'° ° 4 STOP SIGN a °�o°� 3 SDCB #405-RR104 0 RIM=365.66 oo°'o°" / CR502 IV J J 2 I000`a° 29601 57TH PIE S d V 29600 57TH PIE S F O In 6 °a°VlQVVV cX � aaa O N: 126073.37 rga°v' N: 126073.23 1286130.82 :{': E: 1286139.78 SITE 3 PLAN ^ AS -BUILT SCALE: 1"=10' 10 5 0 10 20 SCALE IN FEET BURIED UTILITIES IN AREA FEDERAL AID NO. PLEASE CALL BEFORE YOU DIG HSIP-000S 657 811 ( ) No. Date: Revision: Completed By: BY: DATE: PROJECT NO. REVIEWED BY CITYWIDE UNCONTROLLED Designed MN 06/28/24 PROJECT MANAGER: LE8 CP2309 Reviewed IS 06/28/24 �; �* 4 0+"•4� CROSSING ENHANCEMENTS CONTRACT NO. Approved ML 06/28/24 CITY OF 0822/2024 24w4 '0 24-24 SCALE: ignaen; Date EXISTING CONDITIONS, TESC & SITE PREPARATION PLAN DRAWING NO. ATFN~L6L ` WASHINGTON^e„e. CE102 (IF NOT, SCALE ACCORDINGLY) Jeffrey Bender, P.E. s+oH.,, ¢' SITE 3 SHEET 6 File: <nro°. wnazuza OF 29 Yl 3423 M PIE SE SOF N: 104767.41 E: 1297831.57 1132 33RD ST SE DEMOLITION NOTES: Q7 SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT. Q2 REMOVE EXISTING CURB AND GUTTER. A REMOVE EXISTING TREESAANDSCAPING. io RELOCATE/RESET EXISTING PERMANENT TRAFFIC SIGNS. A REMOVE EXISTING SURVEY MONUMENT. N: 104779.29 N: 104755.15 E: 1297837.23 9 E: 1297831.26 SDCB #1210-Z89 RIM=131,83 LEGEND: — — — — — — — — — — — — — — — — - -w EXISTING CEMENT CONCRETE SIDEWALK Ex SIDEWALK Ex SIDEWALK ® REMOVE ASPHALT AND/OR CEMENT CONCRETE PAVEMENT ® UMITS OF CLEARING AND GRUBBING N: 104737.32 SDMH N1210-Z88 GOA MON g1210-013 E: 1297836409 RIM-13229 SEE GENERAL NOTE ® TCH BASIN INLET AUBURN STD. DETAIL TE-03.2, PER CITY z OF —SD—SD—SD—SD—SD—SD—SD—SD—SD—SD SD SD SD SD SD SD SD APPROXIMATE PAVEMENT FULL DEPTH N01007'02"E _ - - - - SAW CUT LINE 'M' ST SE GOA MON #1210-013 SS SS 55 �� LIMITS OF CURB AND GUTTER REMOVAL (RESIDENTIAL COLLECTOR) N: 104778.34 W W E: 1297873.90 SSMH �2150 43 W W W w W W W W W I RIM=132.50 W--��}--��???W 10 - N: 104736.51 "' W W W W E: 1297870.30 SDCB b1210-Z87 RIM=131 85 Of",6 OP OP pF O. OF OP - -OP OP OP EX SIDEWALK — — — — — — — GENERAL NOTES: N: 104721.36 9 z N: 104756.34 E: 1297875.18 E: 129787297876.4848 9 D , 0 1. PRESERVER DETERMINES MONUMENT DURING CONSTRUCTION. IF ENGINEER DETERMINES MONUMENT LOCATION HAS BEEN I 2 COMPROMISED, INSTALL NEW MONUMENT PER CRY OF N: 104732.35 EN 1297876.88 RM-13205 Z84 AUBURN STD. DETAIL T-46.3. CONTRACTOR SHALL BE E: 1297875.60 / l � N / RESPONSIBLE FOR NEW MONUMENT. I N 0 w / I SDCB #86 A m (.J I SDCB b1210-Z85 RIM-131M=131.64 - •''o ' co RIM=131.80 330M PIESE1202 33RD ST SE N O I 1201 33RD ST SE 3307 M PIESEN Q n r I cj) m I I I 0 SITE N 4 - PLAN N AS -BUILT SCALE: 1" = 10, 10 5 0 10 20 SCALE IN FEET BURIED UTILITIES IN AREA FEDERAL AID NO. PLEASE CALL BEFORE YOU DIG HSIP-000S 657 811 No. Date: Revision: Completed By: PROJECT NO. BY: DATE: REVIEWED BY CITYWIDE UNCONTROLLED Designed MN 06/28/24 PROJECT MANAGER: I.EB CP2309 Reviewed JB 1 06/28/24 * a•.�,,, CROSSING ENHANCEMENTS CONTRACT NO. Approved ML -� 06/28/24 CIPY OF ./ * S` - 08/22/2024 ZyA° 'o 24-24 SCALE: INCHIgna re Date EXISTING CONDITIONS, TESC & SITE PREPARATION PLAN DRAWING NO. ATFNL5t ` WASHINGTON^e„e. CE103 (IF NOT, SCALE ACCORDINGLY) Jeffrey Bender, P.E. s+oH.,, e�' SITE 4 SHEET 7 Flle: <nro�. wnazuza OF 29 Yl 0 DEMOLITION NOTES: EX SIDEWALK x O N a CONCRETEND REMOVE PAVEMENT.EXISTING ASPHALT OR N: 197891 8204:54 N: 104918.72 E: 1297804.54 E: 1297804.90 � � Q2 REMOVE EXISTING CURB AND GUTTER. 1 m REMOVE EXISTING SIGN AND POST. 3225 MST SE 2 0 QB REMOVE EXISTING CONCRETE FLATWORK. 1132 33RD ST SE RIMH {21110-Z82 $ 3215 MST SE 16 RELOCATE/RESET EXISTING PERMANENT TRAFFIC SIGNS. I'.I I RIM H #111 C���\�T\�C� avvvva I .a /—N: 104920Q CR504 12 REMOVE EXISTING SURVEY MONUMENT. CR504 E: 129782..3.37 s I N: 104880.23 I E: 1297828.96 -- ---- — EX SIDEWALKVVVVVl r GOA MON g1210-013 N: 104880.18 / SEE GENERAL NOTE E: 1297839.43 _ oaoo SD SO— —SD—SD—SD—SD SSMH #1210-43 RIM=132.50 ui a N r CJ CTJ A N O� 0 D� to m I N: 104879.67 E: 1297873.81 OP P ASPHALT SIDEWALK SSMH b12% 0�8 RIM-1 CB > " / n SD�1210-Z84 COA K RIM=13205 / RIM- $1210-Z85 RIM=131.80 I 1201 33RD ST SE I I 0 `N: 104933.94 E: 1297884.11 SDCB #1110-Z, RIN-'33'0 SITE 4 -PLAN SCALE: 1" = 10' 10 5 0 10 20 SCALE IN FEET N: 104949.47 E: 1297825.93 N: 104976.39 ;)A MON PTg2 E: 1297830493 SCRIBED X� LEGEND: OEXISTING CEMENT CONCRETE SIDEWALK IVIVIVIVIVIV REMOVE CEMENT CONCRETE OR _ { ASPHALT FLATWORK G .r.l ® REMOVE ASPHALT AND/OR CEMENT CONCRETE PAVEMENT N: 104976.11 E: 1297841.14 SDCB $1841.141 OMITS OF CLEARING AND GRUBBING INNRIM=132.97 'M' ST SE IN (RESIDENTIAL COLLECTOR) CATCH BASIN INLET PROTECTION, PER CITY N01'08'59"E ® OF AUBURN STD. DETAIL E-03.2. SS �5 APPROXIMATE PAVEMENT FULL DEPTH SAW CUT LINE OMITS OF CURB AND GUTTER REMOVAL SDCB N1110-Z80 VNIN RIM=13288 UMITS OF PEDESTRIAN CURB REMOVAL N: 104975.39 E: 1297875.67 0 OP GENERAL NOTES: 1. PRESERVE EXISTING MONUMENT DURING CONSTRUCTION. \ IF ENGINEER DETERMINES MONUMENT LOCATION HAS BEEN 2 COMPROMISED, INSTALL NEW MONUMENT PER CITY OF AUBURN STD. DETAIL T-46.3. CONTRACTOR SHALL BE N: 104968.39 RESPONSIBLE FOR NEW MONUMENT. E: 1297884.78 I I 3210 M ST SE r. N ov D to �U) I m I I AS -BUILT BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 FEDERAL AID NO. HSIP-000S 657 No. Date: Revision: Completed By: BY: DATE: * CIPY OF -�./ * ` WASHINGTON^e„'^��a;.�e. PROJECT ECTMA PROJECT MANAGER: s� 08/22/2024 046AM Date Jeffrey Bender, P.E. � LE8 a•.�,,, ZyA° '0 s+oH.,, e�' wnazuza CITYWIDE UNCONTROLLED CROSSING ENHANCEMENTS EXISTING CONDITIONS, TESC & SITE PREPARATION PLAN SITE 4 PROJECT NO. CP2309 Designed MN 06/28/24 Reviewed JB Os/z81 CONTRACT NO. 24-24 Approved ML 06/28/24 SCALE: AT FNAT FNL5 (IF NOT, SCALE ACCORDINGLY) DRAWING NO. CE104 SHEET $ OF 29 File: <nro�. Yl I SSMH #412-72-\ RIM=437 69 F. =H-F -AZ1101- I O =437 45 III W LU I O2 N: 123327.09 m J a �J E: 1304761.52 0 W O c < U 2 N: 304748:52 0 Q COA STORM TRACT A O I m = JQ E: 1304748.52 F- O N: 123312.95 � Z 11604 SE 304TH ST E: 1304740.42 s .�- W I LU SSMH #412-92 W RIM-440.16 55 '� D RIM- #413-AZ1109 RIM= 43735 o m \ / o - - - o cPa I SD W W W W w W w WW W a� W � I /°P W W 3 W JI1 LW W W saa•s6'os"E _ _ / � SE 304TH ST S87m51'56"E (MINOR ARTERIAL) aaa 3 - N: 304719.84 78 N: 304704.78 E: 1304719.78 E: 1304704.78 N: 123273.57 SS SS-sSS SS SS " SS SS SS SS SS- _ i E: 1304760.89 ' G G G -_0 6 SD N: 123256.54 � a / E: 1304760.37 '•.• •. OP EX SIDEWALK _ - _ - - -I- J _-� OP OP B OP OP pp . OP OP EXISTING EDGE EXISTING 1 2 4 0 c 1OF ASPHALT POWER POLE '2326 E: 1304704.63 O EN 1304740.76 N: 123259.85 O1 N: 123265.00 O IN: 123259.49 yi E: 1304783.94 E: 1304709.61 E: 1304746.96 N: 123255.81 E: 1304784.04 6 / COA GONTRO. SEE STORM DRAINAGE `"%'•.• SCRIBED X PLAN AND PROFILE ON - - N: 123250.37 O2 11521 SE 304TH ST SHEET UD101 E: 1304778.67 N: 123250.65 1 2 4 11815 SE 304TH ST N: 12323695 E: 1304760.67 I E: 1304759:75 N: 123237.47 41L _ N: 123235.80 O E: 1304742.95 f II E: 1304772.10 N: 123226.56 N: 123226.03 E: 1304759.43 o E: 1304776.41 a N: N: 123226.18 O 30475 304758.91.91 �0 E: 1304771.72 SITE 1 - PLAN SCALE: 1" = 10' 10 5 0 10 20 SCALE IN FEET CONSTRUCTION NOTES: O CONSTRUCT CEMENT CONCRETE SIDEWALK PER CITY OF AUBURN STD. DETAIL T-15.2. 02 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD. PLAN F-10.12-04. O PRESERVE AND PROTECT EXISTING SURVEY MONUMENT DURING CONSTRUCTION. O CATCH BASIN, REFER TO UD101 FOR TYPE AND SIZE. O CONSTRUCT CEMENT CONCRETE PEDESTRIAN CURB PER WSDOT STD PLAN F-10.12-04. O ADJUST EXISTING UTIUTIES TO GRADE PER CITY OF AUBURN STD. DETAIL T-05.2. CHANNELIZATION NOTES: O7 INSTALL PLASTIC WHITE CROSSWALK UNE PER WSDOT STD. PLAN M-15.10-02. OINSTALL PLASTIC STOP UNE PER WSDOT STD. PLAN M-24.60-04 AND M-15.10-01. OINSTALL WHITE WIDE LANE LINE PER WSDOT STD. PLAN M-20.10-04 AND M-20.40-03. 4O INSTALL DOUBLE YELLOW CENTERLINE PER WSDOT STD. PLAN M-20.10-03 AND M-20.40-03. LEGEND OEXISTING CEMENT CONCRETE SIDEWALK NEW CEMENT CONCRETE SIDEWALK I- J 2" GRIND AND OVERLAY. L - J HMA CL 1/21, PG 58H-22. ® FULL DEPTH HMA, 4" MIN. OR MATCH EXISTING ASPHALT THICKNESS. DETECTABLE WARNING SURFACE PER 0, cool DOOOOOO WSDOT STD PLAN F-45.10-04. GENERAL NOTES: 1. SEE CR501 FOR CURB RAMP DETAILS. 2. SEE UD101 FOR STORM DRAINAGE PLAN AND PROFILE. AS -BUILT BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 FEDERAL AID NO. HSIP-000S( 657 ) No. Date: Revision: Completed By: BY: DATE: * CII'YOP -�•/ * ` WASHINGTON REVIEWEDCITYWIDE PROJECTCTMANAGER: S' .-L._ 08/22/2024 916fieVints Date Jeffrey Bender, P.E. � LE8 a•.�,,, 24w4 '0 °o���ea,�at�oe` s+a1.� ¢' wnazuza UNCONTROLLED CROSSING ENHANCEMENTS PAVING, CHANNELIZATION AND RESTORATION PLAN SITE 1 PROJECT NO. CP2309 Designed MN 06/28/24 Reviewed 1 JB 1 06/28/24 CONTRACT NO. 24-24 Approved ML 06/28/24 SCALE: AT ONE INCHFULL S� (IF NOT, SCALE ACCORDINGLY) DRAWING N0. CP101 SHEET 9 OF 29 Flle: <.:�. CITY OF AUBURN EX. SIDEWALK ON: 126180.76 E: 1286112.87 ON: 126180.96 E: 1286098.87 SDCB A61 43 RIM-365M=365 i x-X- I 1 fM N: 126162.59J E: 1286054.45 C G EX. SIDEWALK 29601 57TH PL S COA CONTROL PTM100 MAP NAIL / 0 3d 0 o - EX. S UEJJXLK COA CONTRO. FIg1^T MAG NAIL 29598 57TH PL S N. 126182.36 E: 1286140.05 N: 126163.33 O E: 1286137.31 \ N: 126173.14 E: 1286153.12 '1 i 1 - N: 126162.75 E: 1286151.90 `r 6 N: 126156.11 - ---- - - - - -- •. E: 1286153.71 N: 126160.81 !, E: 1286161.12 dP •s...t' �. l / I � N: 126168.33- r IN 126155.82 3°' • • '"� E: 1286161.12 SD SD SDSD-{ E: 1286131.13 I_ , SD S II I w n � N � a 0 v� b zl Pf4� I 3 N: 12617723 E: 1286131:58 N: 126171.17 E: 1288133.94 N: 126167.51 E: 1286063.82 G G G 0. 0 00 SDMH #405-RR104 RIM=365.66 SS- - I� I m/ SSMH b203/ RIM=36593 0 I p I� Y _lk -- _ W W N: 126144.18 O4-------� E: 12as1 s1.10 - S 296TH ST- N: E: 1286161.09 128 Oa RESIDENTIAL COLLECTOR 161.0 589454'18"E IN: 126122.85 33 - E: 1288161.07 N: 126121.13 - - - `E: 1288175.74 b o N: 126121.17 \ o I / E: 1286161.07 1 % N: 126122.89O E: 1286153.56153.53 .-. - 616.7 N. 12861141.76 O 5 E: 12 0 /J� N: 126088.75- N: 126102.48 O2 F E: 1286131.03 I E: 1286132.60 .J.. LIDI N: 126102.79 2 O ' E: 128611'.60 J. 2 //JJI N: 126073.37- I I N: 126073.23 E: 1286130.82 {I l L<-_ ! I E: 1286139.78 SITE 3 - PLAN SCALE: 1" = 10' 'Up 10 5 0 10 20 SCALE IN FEET 7 _. r-, EX SIDEWALK EXISTING PRESCRIPTIVE N: 126112.60 EASEMENT E: 1286175.62 29600 57TH PL S CONSTRUCTION NOTES: O CONSTRUCT CEMENT CONCRETE SIDEWALK PER CITY OF AUBURN STD. DETAIL T-15.2. 02 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD. PLAN F-10.12-04. O PRESERVE AND PROTECT EXISTING SURVEY MONUMENT DURING CONSTRUCTION. O CONSTRUCT CEMENT CONCRETE PEDESTRIAN CURB PER WSDOT STD PLAN F-10.12-04. O ADJUST EXISTING UTIUTIES TO GRADE PER CITY OF AUBURN STD. DETAIL T-05.2. CHANNELIZATION NOTES: OINSTALL PLASTIC WHITE CROSSWALK UNE PER WSDOT STD. PLAN M-15.10-02. OINSTALL PLASTIC STOP UNE PER WSDOT STD. PLAN M-24.60-04 AND M-15.10-01. OINSTALL WHITE WIDE LANE LINE PER WSDOT STD. PLAN M-20.10-04 AND M-20.40-03. 4O INSTALL DOUBLE YELLOW CENTERLINE PER WSDOT STD. PLAN M-20.10-04 AND M-20.40-03. LEGEND EXISTING CEMENT CONCRETE SIDEWALK NEW CEMENT CONCRETE SIDEWALK 1 2" GRIND AND OVERLAY. J HMA CL 1/21, PG 5811-22. DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-04. GENERAL NOTES: 1. CONSTRUCT RAMP PER WSDOT STD PLAN F-40.12-03, F-40.14-03, F-40.15-04 AND F-40.16-03. AS -BUILT BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 FEDERAL AID NO. HSIP-000S 657 No. Date: Revision: Completed By: BY: DATE: * -� CIPYOF ./ * ` WASHINGTON^e„e. REVIEWED BY PROJECT MANAGER: S` _ 08/22/2024 Igna re Date Jeffrey Bender, P.E. LE8 •c a•+•w, ZyAv - ao s+on•.,, e�' wnazuza CITYWIDE UNCONTROLLED CROSSING ENHANCEMENTS PAVING, CHANNELIZATION AND RESTORATION PLAN SITE 3 PROJECT NO. CP2309 Designed MN 07/26/24 Reviewed JB 1 07/26/24 CONTRACT NO. 24-24 Approved ML 07/26/24 SCALE: ATFNE INCH ~L5t (IF NOT, SCALE ACCORDINGLY) DRAWING SHEET 10 OF 29 File : <n�. Yl 3423 M PL SE --- _ _ -- _ SEE STORM DRAINAGE 2 a {� PLAN AND PROFILE ON SHEET UD101 N: 104737.27 E: 1297837.49 ON: 104737.17 E: 1297841.88 C, 1132 33RD ST SE - �-RAISED CROSSWALK O N: 104762.26 E: 1297838.27 0. _ EX SIDEWALK a G N: 104779.26 0 . C G G O�Gd'G- E: 1297838.52 00, 41/�N: 104779.16 E: 1297843.00 -SD-SD-SD-SD-SD °D -.- -C 0/ -SC 51'- ON: 104736.91 N: 104776.69 E: 1297853.37 E: 1297854.44 N01'07'02"E - - - M'ST SEN: 104736.65 JDIS1 (RESIDENTIAL COLLECTOR) E: 1297864.47N: 104778.63 E: 1297865.55 W W W W W _- _w w- N: 104736.54 E: 1297869.30 79.55 N: 1297872.9 �E: � 1297872.98 -0F�.6OP OP OP OP 3305 M PL SE 3307 M PL SE 2 4 ORAISED CROSSWALK) N: 2104761.529787014 97870.14 E: 197870. 1202 33RD ST SE SITE -PLAN N SCALE: : 1" = 10' 10 5 0 10 20 SCALE IN FEET I� W w W-- I I I I 1201 33RD ST SE CONSTRUCTION NOTES: O CONSTRUCT CEMENT CONCRETE SIDEWALK PER CITY OF AUBURN STD. DETAIL T-15.2. O CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD. PLAN F-10.12-04. O PRESERVE AND PROTECT EXISTING SURVEY MONUMENT DURING CONSTRUCTION. O CATCH BASIN, REFER TO UD101 FOR TYPE AND SIZE. O CONSTRUCT CEMENT CONCRETE PEDESTRIAN CURB PER WSDOT STD PLAN F-10.12-04. O ADJUST EXISTING UTIUTIES TO GRADE PER CITY OF AUBURN STD. DETAIL T-05.2. O INSTALL NEW MONUMENT PER CITY OF AUBURN STD. DETAIL T-46.3. CONTRACTOR SHALL BE RESPONSIBLE FOR NEW MONUMENT. CHANNELIZATION NOTES: O7 INSTALL PLASTIC WHITE CROSSWALK UNE PER WSDOT STD. PLAN M-15.10-01. OINSTALL WHITE WIDE LANE LINE PER WSDOT STD. PLAN M-20.10-04 AND M-20.40-03. LEGEND OEXISTING CEMENT CONCRETE SIDEWALK NEW CEMENT CONCRErE SIDEWALK L J 2" GRIND AND OVERLAY. L - J HMA CL 1/21, PG 58H-22. DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-04. GENERALNOTES 1. CONSTRUCT RAMP PER WSDOT STD PLAN F-40.12-03, F-40.14-03, F-40.15-04 AND F-40.16-03. 2. SEE CR506 FOR RAISED CROSSWALK DETAILS. 3. SEE UD101 FOR STORM DRAINAGE PLAN AND PROFILE. AS -BUILT BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 FEDERAL AID NO. HSIP-000S 657 No. Date: Revision: Completed By: BY: DATE: * CII'YOF -�./ * ` WASHINGTON REVIEWEDCITYWIDE PROJECTCTMA MANAGER: �` 08/22/2024 gidn'sifure Date Jeffrey Bender, P.E. � LE8 a•.a,,, 24w4 '0 ^e„e. s+on•.,, e�' wnazuza UNCONTROLLED CROSSING ENHANCEMENTS PAVING, CHANNELIZATION AND RESTORATION PLAN SITE 4 PROJECT NO. CP2309 Designed MN 06/28/24 Reviewed I JB 1 06/28/24 CONTRACT NO. 24-24 Approved ML 06/28/24 SCALE: ONE INCH AT FULL 5C (IF NOT, SCALE ACCORDINGLY) DRAINING SHEET 11 OF 29 File: <n�. Yl I O W EX SIDEWALK x w Ocl I 0 i/i N: 104913.72 D E: 1297804.82 N: 104892.32 TA O E: 1297804.54 m 3225 M ST SE 1132 33RD ST SE 6 N: 104913.34 W - - - - I E: 1297829.77 PROTECT EXISTING 4 rS3CB gr10 z82 0 " MAILBOXES 5 ,p': RIII =132.04 N: 104948.44 PROTECT EXISTING E: 1297825.90 STOP SIGN h N: 104948.47 104892.02 E:: 1297829.39 N: 104924.78 10 j !.. E: 1297830.40 V. I E: 1297825.48 1 10 EX. SIDEWALK' d 3 N: 104880.16 E: 1297840.68 N SD- - %I SD SD : 104880.10 E: 1297845.22-SD SS--S O N 10 E: 1297856.34 O N: 104879.77 E: 1297867.59� N: 104879.70 1297872.51 w a N r w w 7J 00 D--j �m I U EX AEI n; SIDEWALK O N: 104907.61 J E: 1297856.93 O N: 104911.10 E: 1297857.01 1201 33RD ST SE SDCB #1110-Z81 / RIM=13297 - 3215 M ST SE EX SIDEWALK GOA MON PTfL SCRIBED X - _ _ ---1- `N: 104976.05 E: 104976. 08 'M'ST O 6 SE N: 129784 .9 (RESIDENTIAL COLLECTOR) E: 1297846.91 N01'08'59"E SS SS N: 104975.75 O E: 1297858.38 T N: 104975.52 O E: 1297869.37 N: 104975.45 [� E: 1297872.87 1\ EXISTING POWER POLE 8 1 2 SDAR V1110-Z80 EX SIDEWALK \ RIM-132 88 EXISTING POWER VAULT I I 3210 M ST SE N 00 D to 17-� to m I I I SITE -PLAN N SCALE: : 1" = 10' 10 5 0 10 20 SCALE IN FEET CONSTRUCTION NOTES: O CONSTRUCT CEMENT CONCRETE SIDEWALK PER CITY OF AUBURN STD. DETAIL T-15.2. O CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD. PLAN F-10.12-04. O PRESERVE AND PROTECT EXISTING SURVEY MONUMENT DURING CONSTRUCTION. O CONSTRUCT CEMENT CONCRETE PEDESTRIAN CURB PER WSDOT STD PLAN F-10.12-04. O ADJUST EXISTING UTILITIES TO GRADE PER CITY OF AUBURN STD. DETAIL T-05.2. O INSTALL NEW MONUMENT PER CITY OF AUBURN STD. DETAIL T-46.3. CONTRACTOR SHALL BE RESPONSIBLE FOR NEW MONUMENT. O INSTALL RESIDENTIAL DRIVEWAY PER CITY OF AUBURN STD. DETAIL T-34.1. 10 INSTALL COMMERCIAL/INDUSTRIAL DRIVEWAY PER CITY OF AUBURN STD. DETAIL T-34.1. CHANNELIZATION NOTES: OINSTALL WHITE WIDE LANE LINE PER WSDOT STD. PLAN M-20.10-03 AND M-20.40-03. 4O INSTALL DOUBLE YELLOW CENTERLINE PER WSDOT STD. PLAN M-20.10-04 AND M-20.40-03. LEGEND OEXISTING CEMENT CONCRETE SIDEWALK NEW CEMENT CONCRETE SIDEWALK F- -1 2" GRIND AND OVERLAY. L - J HMA CL 1/2", PG SBH-22. DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-04. GENERAL NOTES: 1. XXXX. AS -BUILT BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 FEDERAL AID NO. HSIP-000S 657 No. Date: Revision: Completed By: BY: DATE: * -� CIPY OF ./ * WASHINGTON^e„e. REVIEWEDCITYWIDE PROJECTCTMA MANAGER: `jam 08/22/2024 ignature Date Jeffrey Bender, P.E. � LE8 a•.�,,, ZyA° '0 s+oH.,, e�' wnazuza UNCONTROLLED CROSSING ENHANCEMENTS PAVING, CHANNELIZATION AND RESTORATION PLAN SITE 4 PROJECT NO. CP2309 Designed MN 06/28/24 Reviewed JB 1 06/28/24 CONTRACT NO. 24-24 Approved ML 06/28/24 SCALE: ATFN~L5t E INCH` (IF NOT, SCALE ACCORDINGLY) DRAWING SHEET 12 OF 29 File: <n�. O U COA STORM TRACT A ® W W - D) J 11604 SE 304TH ST } LU O 1 O Q J 0 SDCB b512-AZ1109 F RIM=437.35 W p On OP 0 W / SE 304TH ST —w _ -w w o (MINOR ARTERAL) —w —W w W_ w 4 SS SS SS SS SS --- EX 12" CONC SD _ -- - G G G SD __ Existing catch basin and OR L lateral remained In place `. 12 SDR35 22 AZ141- ,'s438 �1 12" SDR21 SO I MON 512-007 \\ - - - \ CONTROL PT#105 ❑SDCB 512-AZ1615 2 SCR SCRIBED X 10+07.31, 0.00' � 11815 SE 304TH ST - - - SDCB j3512-AZ648 11521 SE 304TH ST 1 I o 1 RIM=43729 o a EX. SDCB 512-AZ648 o N ry 10+63.03, 0.00 450 445 440 435 430 425 420 SITE 1 - PLAN SCALE: 1"=20' + O WO W; k v100 NO m > II CB p512-A RIM 428.87 615 EXISTING GRADE AT W > W wPIPE CENTERLINE HE IN 431.7 W IE ( )UT) 431.73 (SE) SDCB $512-AZ6 8 CON14ECT TO EX. PIPE _ RIM 437.29 IE: t4 1.75 IF (IN) 430.76 ( W) _ - �✓ %' ABANDON PIPE PLACE E%. 2" CONC SD IE IN 430.99 8" NEW IE (OUT) 430.76 (S) 6 LF 1 " SDR21 SO O 1.65X E%. 55 LF 2" SD O 1. 7% SDCE #512-AZ1615, TYPE 1 ABANDONE IN PLACE RIM 438.90 PLUG BOTH ENDS AND ILL IE (IN) 431.65 ( 12" NEW WITH CDF 56 LF 8" SDR35 S O 1.00% ci Vo cq ai M of M r- M r- M V V V V — -- J_— o N 3 d NI MON 1210-013 I j O LISS COA CONTROL PT#1 SS_SS I SCRIBED X ti 33RD ST SE soce 266 (LOCAL) IM=132.29 RIM-13 _ a o 0 W W— EX 12' PVC SD 3 O SDCB N1210-Z89 - - - RIM=131 83 p EX 12' PV SD „: �j' pG 1132 33RD ST SE - O SDCB #1210-Z86 RIM=131.64 " O EX 12" PVC SD I SDCB #7210-Z87 � RIM=131 85 I .. ..1 1202 33RD ST SE I SDCB DCB SO+32.27,102❑ ❑2 ",\ I D I f., P� 12" SDR21 SD �1 oo aJ "m W -MON 1210 : > Z 2 3 10+08.72, 0.00 a W a 1 N J o W O 3423 M PL SE 1 � � I a 450 450 145 445 140 440 135 435 130 430 125 425 120 420 115 SITE 4 -PLAN 11,1 SCALE: 1" = 20' IN w 3 O 0 yy 0 O N W N O O ++ a w w a w —EXISTINGGRADE AT PIPE CENTERLINE SDCB 1210-3, TY E 1 SDCE #1210-1, YPE 1 RIM 132.00 RIM 32.04 "NEW IE (OUT) 129.02 12" NEW IE (CUT) 127.99 1 N N 9 LF 12" SDR21 SC O 2.85% 724 LF 12" SRD21 S O 1.00% SDMH12 0-2 48" DI. RIM 132.3 IE IN 121.37 N EX 4" PVC IE (OUT) 121.37 (S) EX 24" PVC O IN N M N M 10+00 11+00 PROFILE 20 10 0 20 40 SCALE: 1"=20' H, 1"=5' V SCALE IN FEET Designed I MN 1 07/26/24 Reviewed JB 07/26/24 Approved ML 07/26/24 OF SCALE: 164 A FN~L.L& ` WASHINGTON (IF NOT, SCALE ACCORDINGLY) File: 145 140 135 130 125 120 115 STORM NOTES: ❑i INSTALL NEW STORM DRAINAGE PIPE. LENGTH, SIZE, TYPE OF PIPE MATERIAL, AND PIPE SLOPE AS SPECIFIED. �2 INSTALL NEW STORM STRUCTURE. �3 CONNECT EXISTING STORM PIPE TO NEW STORM MANHOLE. �4 CONNECT TO EXISTING 12" STORM PIPE. ❑5 ABANDON EXISTING STORM PIPE IN PLACE, CAP BOTH ENDS. FILL WITH CDF. AS -BUILT 10+00 11+00 PROFILE SCALE. V'-20' H, 1"=5' V BURIED UTILITIES IN AREA FEDERAL AID NO. PLEASE CALL BEFORE YOU DIG HSIP-000S( 657 ) 811 REVIEWED BY CITYWIDE UNCONTROLLED PROJECT NO. CP2309 PROJECT MANAGER: "" :�'�o CROSSING ENHANCEMENTS DBrzzzaza CONTRACT NO. ly a re Date STORM DRAINAGE IMPROVEMENT �` ' " " DRAWING N0. UD101 � m,,,..� , s''+a�.� PLAN AND PROFILE Jeffrey Bender, P.E. ¢'` SITES 1 & 4 SHEET 13 oanazu2a OF 29 EXISTING JA�Ej U�E SE 304TH ST N: M272.00 (MINOR ARTERIAL) g. .74 FL: 439.50 • 0. 0. g. .73 FL: 439.12 PC 1 11 must- 0EL: N: 123268.85 E: 1304732.99 ',�� 438.90 • ,..0 • �, ,w\\\/\\ v 438.29 \\\\\\\\FL: E: 1304741.26 FL: 438.20 v C ♦yH° 000 N: 123266.96 E: 1304704.63 N: 123264.84 6 EL: 439.65 E: 1304719.60 00000 (MATCH EXIST.) BOW: 439.72 N: 123258.03 , 5y ASPHALT TRANSITION E: 1304732.37 BOW: 438.39 N: 123265.00 PEDESTRIAN PUSH , E: 1304709.61 BUTTON (PPB) I H 1 BOW: 440.10 N: 123255.63 E: 1304733.09 I EL: 439.91 L5% ' N: 123253.57 E: 1304734.57 m •' ' 4• BOW: 438.31 �. I N: 123248.33 E: 1304735.30 y15% 11521 SE 304TH ST BOW: 438.43 CID N: 123243.33 ' O1 E: 1304735.14 ' v BOW: 438.19 I ae 1.79, TRANSITION PANEL - N: 123237.73 E: 1304734.87 BOW: 437.93 ° (MATCH EXIST.) I . EX. SIDEWALK J a °J J♦ I, , I e e SITE 1 - CURB RAMP 1 SCALE: 1"=5' O U W W (nLu J J N: 123248.10 Q O E: 1304742.29 = FL- 437.83 F- F- Z O _0 U) W -N: 123243.10 E: 1304742.13 FL 437.59 1 -N: 123237.50 E: 1304741.95 FL: 437.31 (MATCH EXIST.) EX. SIDEWALK N: 123335.94 E: 1304735.70 ELL 438.3737 (MATCH EXIST.) x N: 123335.92 E: 1304733.73 EL• 438.41 (MATCH EXIST.) COA STORM TRACT A PEDESTRIAN PUSH BUTTON (PPB) N: 123327.51 E: 1304730.77 A- I EL 439.03 N: 123326.31 E: 1304730.29 EL: 439.07 (MATCH EXIST.) } N: 126.32 09 i E: 1304726. EL:L 047439439.48 48 1} N: 123319.71 E: 1304722.18 EL: 439.86 (MATCH EXIST.) } 1 s EX. SIDEWALK Y A` y " EX. 15% • ' a J•'a .�.�•"' a EXISTING LANE 5 2.5 0 5 10 SCALE IN FEET N: 123312.09N: 123313.77 E: 1304722.16 E: 1304732.61 EL 439.73 EL: 439.38 (MATCH EXIST.) (MATCH EXIST.) SE 304TH ST (MINOR ARTERAL) a ° N: 123330.82 E: 1304735.75 e 4}' EL: 438.53 e(MATCH EXIST.) N: 123329.21 E: 1304733.80 EL: 438.72 b (MATCH EXIST.) 123321.38 E: 1304734.50 EL 438.94 (MATCH EXIST.) SITE 1 - CURB RAMP 2 KI SCALE: 1"=5' CONSTRUCTION NOTES: O CONSTRUCT CEMENT CONCRETE SIDEWALK PER CITY OF AUBURN STD DETAIL T-15.2. O CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN F-10.12-04. SEE PLANS FOR LOCATIONS. O REPLACE EXISTING CATCH BASIN FRAME AND GRATE PER WSDOT STANDARD PLAN B-30.50-03. ADJUST NEW COVER TO GRADE PER CITY OF AUBURN STD DETAIL T-05.2. SEE UD101 FOR TYPE AND SIZE. O5 CONSTRUCT CEMENT CONCRETE PEDESTRIAN CURB PER WSDOT STD PLAN F-10.12-04. LEGEND EXISTING CEMENT CONCRETE SIDEWALK v °• NEW CEMENT CONCRETE SIDEWALK r - - - - 2" GRIND AND OVERLAY, HMA CL 1/2", PG 58H-22. DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-04. GENERALNOTES 1. CONSTRUCT RAMP PER WSDOT STANDARD PLAN F-40.12-03, F-40.14-03, F-40.15-04 AND F-40.16-03. 2. SEE CP101-CP104 FOR PAVING, CHANNEUZATION AND SITE RESTORATION PLANS. AS -BUILT BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 FEDERAL AID NO. HSIP-000S( 657 ) No. Date: Revision: Completed By: BY: DATE: * CIPYOF -�./ * ` WASHINGTON REVIEWEDCITYWIDE PROJECTCTMANAGER: S` 08/22/2024 slg'harune Date Jeffrey Bender, P.E. � LE8 •c •. .yy,, 24w• '0 s+oH.,, e�' wnazuza UNCONTROLLED CROSSING ENHANCEMENTS CURB RAMP DETAILS SITE 1 PROJECT NO. CP2309 Designed MN 06/28/24 Reviewed I JB 1 06/28/24 CONTRACT NO. 24-24 Approved ML 06/28/24 SCALE: HO AT FNAT FNL5 (IF NOT, SCALE ACCORDINGLY) DRAWING CR501 SHEET i¢ OF 29 File: <nro°a N: 12I 110.62- E: 1286144.00 Op FL: 364.63 I� N: 1 gD106.00- E: 12�6139.81 FL 364.55 I N: 126096.8 E: 1286135.2- FL: 364. 1 J Q H 1n Z UU d U) F- Of u' a O N: 126088.70� E: 1286134.03 FL 364.31I PT N: 126083.32 E: 1286133.95 FL: 364.24 id N. n AN 2 6% Ad- N: 126073.33� E: 1286133.82 FL: 364.11 d °. (MATCH EXIST.) e d^ I EXISTING PSE POLE TO BE RELOCATED BY OTHERS S 296TH SEE (RESIDENTIAL COLLECTOR) N: 126118.28 N: 1261'18.21 E: 1286164.44 E: 1286170.70 FL: 364.92 FL' 365.00 PC N: 12 618.13 75.7 E: 1365.06 .70 FL 365.06 - (MATCH EXIST.) om � • a 1 - • � 2 79, 126115.33 �l) EL 42 / LN: 126109.62 E: 1265.37 86155. BOW: 365.37 N: 126105.41 E: 1286148.67 BOW: 364.73 9 . Ex 0.6% +r N: 12611260 E: 1286176.62 BOW: 365.72 (MATCH EXIST.) ANSIT10N PANEL CITY OF AUBURN CITY OF AUBURN 2663280166 EL: 6 TCH EX EX. SIDEWALK I ° d d 0 6 EX 19% N: 126162.59- E: 1286054.45 EL 366.19 _ (MATCH EXIST.) S 296TH SEE (RESIDENTIAL COLLECTOR) EM EX 0 � N: 126162.51 E: 1286063.95 EL 366.02 (MATCH EXIST.) PEDESTRIAN PUSH TON (PPB) N: 126103.29 SITE 3 - CURB RAMP N: �* SEE XT d�niREVISED SHEET NE PAGEI EXISTING PRESCRIPTIVE EASEMENT -N: 126083.24 E: 1286139.95 BOW: 364.83 SEE CURB TRANSITION 2 DETAIL CR506 TRANSITION PANEL N: 126073.23 E: 1286139.78 BOW: 364.55 (MATCH EXIST.) EX. SIDEWALK SITE 3 - CURB RAMP 3 SCALE: 1"=5' 5 2.5 0 5 10 SCALE IN FEET J ° 0_ 1n COA CONTROL F=- w PT#102 ,e MAC NAIL LO Q U O .ii .J . N: 126177.23 E: 1286131.58 3.39 '. EL: 365.15 (MATCH EXIST.) °.{ .d ° PEDESTRIAN PUSH !� BUTTON (PPB) N: 126177.42 E: 1286137.96 EL: 365.36 / i9 �9 N: 126176.69 E: 1286139.41 r/ EL 365.41 N: 126174.02 (MATCH EXIST.) I E: 1286142.29 EL: 365.53 (MATCH EXIST.) N: 12 S 296TH ST I E: 12E (RESIDENTIAL COLLECTOR) EL (MATCE N. n AN 2 6% Ad- N: 126073.33� E: 1286133.82 FL: 364.11 d °. (MATCH EXIST.) e d^ I EXISTING PSE POLE TO BE RELOCATED BY OTHERS S 296TH SEE (RESIDENTIAL COLLECTOR) N: 126118.28 N: 1261'18.21 E: 1286164.44 E: 1286170.70 FL: 364.92 FL' 365.00 PC N: 12 618.13 75.7 E: 1365.06 .70 FL 365.06 - (MATCH EXIST.) om � • a 1 - • � 2 79, 126115.33 �l) EL 42 / LN: 126109.62 E: 1265.37 86155. BOW: 365.37 N: 126105.41 E: 1286148.67 BOW: 364.73 9 . Ex 0.6% +r N: 12611260 E: 1286176.62 BOW: 365.72 (MATCH EXIST.) ANSIT10N PANEL CITY OF AUBURN CITY OF AUBURN 2663280166 EL: 6 TCH EX EX. SIDEWALK I ° d d 0 6 EX 19% N: 126162.59- E: 1286054.45 EL 366.19 _ (MATCH EXIST.) S 296TH SEE (RESIDENTIAL COLLECTOR) EM EX 0 � N: 126162.51 E: 1286063.95 EL 366.02 (MATCH EXIST.) PEDESTRIAN PUSH TON (PPB) N: 126103.29 SITE 3 - CURB RAMP N: �* SEE XT d�niREVISED SHEET NE PAGEI EXISTING PRESCRIPTIVE EASEMENT -N: 126083.24 E: 1286139.95 BOW: 364.83 SEE CURB TRANSITION 2 DETAIL CR506 TRANSITION PANEL N: 126073.23 E: 1286139.78 BOW: 364.55 (MATCH EXIST.) EX. SIDEWALK SITE 3 - CURB RAMP 3 SCALE: 1"=5' 5 2.5 0 5 10 SCALE IN FEET J ° 0_ 1n COA CONTROL F=- w PT#102 ,e MAC NAIL LO Q U O .ii .J . N: 126177.23 E: 1286131.58 3.39 '. EL: 365.15 (MATCH EXIST.) °.{ .d ° PEDESTRIAN PUSH !� BUTTON (PPB) N: 126177.42 E: 1286137.96 EL: 365.36 / i9 �9 N: 126176.69 E: 1286139.41 r/ EL 365.41 N: 126174.02 (MATCH EXIST.) I E: 1286142.29 EL: 365.53 (MATCH EXIST.) N: 12 S 296TH ST I E: 12E (RESIDENTIAL COLLECTOR) EL (MATCE 29598 57TH PL S (V E: 1286142.12 \ BOW: 365.47 \ \ (MATCH E%IST.) \ N: 126177.13 - - - - - - \ E: 1286144.95 BOW: 365.56 (MATCH EXIST.) 9°1° `?s, N: 126174.82 N: 12 ,: 'P. � E: 1286148.45 E: 1286153.186153.12 'y° BOW: 365.65 BOW: 365.90 �9 ,. LJy (MATCH EXIST.) (MATCH EXIST.) e a ed o d .. ° a d. 1 EX. SIDEWALK EX 2.as N: 126165.00 N: 126162.75 ---E: 1286148.49 E: 1286151.90 EL: 365.68 EL: 365.74 (MATCH EXIST.) CONSTRUCTION NOTES: O CONSTRUCT CEMENT CONCRETE SIDEWALK PER CITY OF AUBURN STD DETAIL T-15.2. O CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN F-10.12-04. SEE PLANS FOR LOCATIONS. O CONSTRUCT CEMENT CONCRETE PEDESTRIAN CURB PER WSDOT STD PLAN F-10.12-04. LEGEND rEXISTING CEMENT CONCRETE SIDEWALK :• °' NEW CEMENT CONCRETE SIDEWALK IRN 71 2" GRIND AND OVERLAY, HMA CL 1/2", PG 58H-22. DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-04. GENERALNOTES 1. CONSTRUCT RAMP PER WSDOT STANDARD PLAN F-40.12-03, F-40.14-03, F-40.15-04 AND F-40.16-03. 2. INSTALL EXISTING SIGNS INTO NEW POST PER CITY OF AUBURN STD DETAIL T-24.2. 3. SEE CP101-CP104 FOR PAVING, CHANNEUZATION AND SITE RESTORATION PLANS. SITE 3 - CURB RAMP 5 SCALE: IN' =5' - BURIED UTILITIES IN AREA FEDERAL AID NO. PLEASE CALL BEFORE YOU DIG HSIP-000S 657 811 ( ) No. Date: Revision: Completed By: BY: DATE: * CITY OF -�./ * ` WASHINGTON^e•,e. ECTMA PROJECT PROJECT MANAGER: S`z 08/22/2024 Ig a m Date Jeffrey Bender, P.E. � LE8 •c a•°•w, Zy Rv - ao s+on•.,,, ¢' CITYWIDE UNCONTROLLED CROSSING ENHANCEMENTS CURB RAMP DETAILS SITE 3 PROJECT NO. CP2309 Designed MN 07/26/24 Reviewed JB o7/zs/24 CONTRACT NO. 24-24 Approved ML 07/26/24 SCALE: ATAT FWHO ~L5 (IF NOT, SCALE ACCORDINGLY) DRAWING SHEET 15 wnazuza OF 29 File: <nro.a I N: 126110.62- E: 1286144.00 FL: 364.89 uN N: 126106.00- E: 1286139.81 FL 364.80 N: 12609668 E: 1286135:22 FL: 364.59 J Q H 1n Z UU J Q F- jr N Q Q 0 N: 126088.70{ E: 1286134.03 FL 364.42 PT EXISTING PSE POLE TO BE RELOCATED BY OTHERS N: 126116.11 E: 1286152.81 FL: 364.95 I S 296TH ST (RESIDENTIAL COLLECTOR) N 1 12611828 N: 126118.21 E: 128616Z44 E: 1286170.70 FL: 365.01 FL 365.04 PC I N: 126118.13 E: 1286175.7 - FL 365.06 (MATCH IXI57. O I. N • '• .e� N .• I o N: 126083.32 N �; ,• . <v°i E: 1286133.95 •M FL: 364.31I g' ;, 2 6Z N: 126073.33 E: 1286133.82 FL: 364.11 (MATCH EXIST.) ° I / �N: 126109.62 / E: 1286155.42 BOW: 365.36 E: 1 N: 1286148.1 236.005 BOW: .00 PEDESTRIAN PUSH BUTTON (PPB) N: 126103.29 E: 1286147.43 EL 364.95 29600 57TH PL S ,N: 126094.72 E: 1286141.94 BOW: 365.19 EXISTING PRESCRIPTIVE EASEMENT -N: 126083.24 E: 1286139.95 BOW: 364.90 SEE CURB TRANSITION 2 DETAIL CR506 TRANSITION PANEL N: 126073.23 E: 1286139.78 BOW: 364.55 (MATCH EXIST.) EX. SIDEWALK "1 126112.60 E: 1286175.62 BOW: 365.72 (MATCH IXISTJ 7 I `TRANSITION PANEL N: 126112.71 E: 1286170.62 BOW: 365.62 SITE 3- CURB RAMP 3 O 5 2.5 0 5 10 SCALE: 1" = 5' - N SCALE IN FEET CITY OF AUBURN � e ° W /' all ° CITY OF AUBURN � t(MATEM: 126167.51 286063.82 EM ° EL: 366.04 °CH EXIST.) a ° EX. SIDEWALK 4 e E+. a ° ° e de e ° E%. 1 97 ° ° EX N: 126162.59� Ad E: 1286054.45 Wi N: 126162.51 EL 366.19 E: 1286063.95 (MATCH EXIST.) EL 366.02 (MATCH EXIST.) S 296TH ST (RESIDENTIAL COLLECTOR) SITE 3 -CURB RAMP 4 SCALE: 1"=5' J 4Zj e N: 12618236 \ Q ° E: 1286146.05 BOW: 365.31 F- ° V\ (MATCH EXIST.) \ EX. SIDEWALK eEx 29598 57TH PL S \ (n WQ e t 27== N: 126179.63 -1m ° E: 1286142.12 \ d N: 126176.69 1 n BOW: 365.41 \ = LU E: 1286139.41 F li' PEDESTRIAN PUSH EL: 365.35° N: 126176.91 t` J BUTTON (PPB) E: 1286145.06 - - - - - U1 Q N: 126177.42 m x g °. BOW: 365.47 U E: 1286137.96 N: 126173.97 O EL-365.30 N e e ° �q°9 ♦ f • E: 1286142.34 e EL: 365.41 COA CONTROL �S9 PTj)102 ,�">5` N: 126174.82 ' MAG NAIL .4}' 2.7%L )",. . E: 1286148.45 ,�; . ;a,'Sy ,0 ¢s$ BOW: � T.) (MATCHH EXIST.) N: 126176.91 E: 1286131.09 \ oo� 000 EL: 364.71 ° (MATCH EXIST.) I o° p.5. �Ss 10 ° N: 126171.89 •' o E: 1286134.67 I gy: ' ° e 1 ° ° " FL 364.86 N. 126169.03 E: 1286137.57 EX. SIDEWALK FL: 364.92 I �° 1, N: 126165.44 65, E: 1286142.76 I Ex 2,557 FL: 365.05 (MATCH EXIST.) I N: 126165.00 - - E: 1286148.49 S 296TH ST EL: 365.68 (RESIDENTIAL COLLECTOR) I I I CONSTRUCTION NOTES: iO CONSTRUCT CEMENT CONCRETE SIDEWALK PER CITY OF AUBURN STD DETAIL T-15.2. O2 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN F-10.12-04. SEE PLANS FOR LOCATIONS. O CONSTRUCT CEMENT CONCRETE PEDESTRIAN CURB PER WSDOT STD PLAN F-10.12-04. O9 REMOVE AND RESET PPB POLE, PROTECT EXISTING FOUNDATION IN PLACE. 10 ADJUST EXISTING JUNCTION BOX TO GRADE. LEGEND EXISTING CEMENT CONCRETE SIDEWALK NEW CEMENT CONCRETE SIDEWALK r----� 2• GRIND AND OVERLAY, HMA CL 1/2", PG 58H-22. DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-04. GENERALNOTES 1. CONSTRUCT RAMP PER WSDOT STANDARD PLAN F-40.12-03, F-40.14-03, F-40.15-04 AND F-40.16-03. 2. INSTALL EXISTING SIGNS INTO NEW POST PER CITY OF AUBURN STD DETAIL T-24.2. 3. SEE CP101-CP104 FOR PAVING, CHANNEUZATION AND SITE RESTORATION PLANS. AS -BUILT SITE 3 - CURB RAMP 5 SCALE: 1" = 5' - BURIED UTILITIES IN AREA FEDERAL AID NO. PLEASE CALL BEFORE YOU DIG HSIP-OOOS657 811 ( ) No. Date: Revision: Completed By PROJECT NO. BY: DATE: REVIEWED A CITYWIDE UNCONTROLLED Designed MN 0726/24 PROJECT MANAGER: CP2309 Reviewed JB 107/2624 * �".%E, CROSSING ENHANCEMENTS CONTRACT NO. Approved ML 0726/24 CITY OF f * �4•we 2gA 24-24 SCALE: ONE INCH Signature Date b CURB RAMP DETAILS DRAIMNG NO. AT FULL SC ` WASHING'CON °•�°"�%_°+'�, CR502 (IF NOT, SCALE ACCORDINGLY) Jeffrey Bender, P. E. `e,�,.,,, ee° SITE 3 SHEET 15 File: cma R OF 29 3423 33RD ST SE 1132 33RD ST SE - �"•J PEDESTRIAN PUSH 8 N: 104757.40 N: 104767.41 EX. SIDEWALK BUTTON (PPB) E: 1297831.31 E: 1297831.57 N: 104756.25 EL 132.53 EL: 132.51 E: 1297832.41 (MATCH EXIST.) (MATCH EXIST.) EL: 132.53 N: 104747.29 o N: 104157.28 N: 104767.29 ° N: 104777.29 ° E: 1297836.78 ° ^ E: 1297837.25 E: 1297837.48 ° FL 131.98, E: 1297837.01 ° ° °e . FL: 132.36 FL 131.86 ° FL 132 48 g ° 4 ° - (LOW POINT) (HIGH POINT) \ (LOW POINT) -EX. SIDEWALK \ E: 1297836.50J NJUST CB 04745.860 \\\\\\\\\\\ N: 129779.29 FL 132.05 E: 1297837.50 I E: 1297837.53 (MATCH EXIST.) EL: 132.04 FL: 131.86 (MATCH EXIST.) 2 I 4 I "M" ST SE I ADJUST MH TO Q N: 104744.58 (RESIDENTIAL COLLECTOR) E: 1297/146419 EL: 132.37 I - - - - - - _ T - - - s I to' to' 10' m' � tz' i I � I I N: 104776.46 p a E: 1.98 131.83 FL: 131.83 (LOW POINT) 1 N. 104736.51 ADJUST CB TO E: 1297870.30 N: 104745.12 FL 132.00 E: 1297869.33 2 (MATCH EXIST.) EL: 131.99 N: . • e N. $ , C O,S 17 EX 0.5% FL 5 0% FL 1 07 E: 1297873.9 3 06%' • _0gFL 4.9,FL 131.82 N: 104721.51 9 '\ oo8ggg000 (MATCH EXIST.) 0 N: 104732.50 00o00001000o OP OPE: 1297870.29 n E: 1297870.72 . 000ogo0o EL: 132.58 OCL: 132.52 JP OP OP oP P (MATCH EXIST.) Et. OP -Op OP 11 0 (MATCH EXIST.) "' 0 6%• // n 4 - ° N: 1297.2 N: 104746.51 N: 104756.50 4 871 ° ° ° 4 ° E: 1297870.61 ° E: 1297870.92 m ° FL 13233.2° FL: 131.93 ° FL 132.43 - 4 ° ° ° • (LOW POINT) (HIGH POINT) . ° N: 104721.36 N: 104732.35 N: 104756.34 N: 104766.33 E%. SIDEWALK E: 1297875.18 E: 1297875.60 E: 1297876.44 E: 1297876.80 4 EL: 132.70 EL• 132.63 EL: 132.51 EL: 132.47 ° n (MATCH EXIST.) (MATCH EXIST.) (MATCH EXIST.) (MATCH EXIST.) PEDESTRIAN PUSH 1202 33RD ST SE ryU 104767P49 E: 1297875.71 EL: 132.47 M ° SITE 4- RAISED CROSSWALK 6 5 2.5 0 5 10 SCALE: 1" = 5' - N SCALE IN FEET CONSTRUCTION NOTES: O CONSTRUCT CEMENT CONCRETE SIDEWALK PER CITY OF AUBURN STD DETAIL T-15.1. O CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN F-10.12-04. SEE PLANS FOR LOCATIONS. O3 PRESERVE AND PROTECT EXISTING SURVEY MONUMENT DURING CONSTRUCTION. O ADJUST NEW COVER TO GRADE PER CRY OF AUBURN STD DETAIL T-05-2. SEE UD101 FOR TYPE AND SIZE. O7 INSTALL NEW MONUMENT PER CITY OF AUBURN STD DETAIL T-46.3. CONTRACTOR SHALL BE RESPONSIBLE FOR NEW MONUMENT. O CONTRACTOR SHALL POTHOLE GAS MAIN TO VERIFY DEPTH AND LOCATION BEFORE INSTALLING THE PEDESTRIAN PUSH BUTTON FOUNDATION. LEGEND EXISTING CEMENT CONCRETE SIDEWALK v °• NEW CEMENT CONCRETE SIDEWALK r----� 2' GRIND AND OVERLAY, HMA CL 1/2", PG 58H-22. ououououou DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-04. GENERALNOTES 1. CONSTRUCT RAMP PER WSDOT STANDARD PLAN F-40.12-03, F-40.14-03, F-40.15-04 AND F-40.16-03. 2. INSTALL EXISTING SIGNS INTO NEW POST PER CITY OF AUBURN STD DETAIL T-24.2. 3. SEE CR506 FOR RAISED CROSSWALK DETAIL 4. SEE CP101-CP104 FOR PAVING, CHANNEUZATION AND SITE RESTORATION PLANS. 5. RAMP RISES SHALL NOT EXCEED 6 AS -BUILT BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 FEDERAL AID NO. HSIP-000S( 657 ) No. Date: Revision: Completed By: BY: DATE: # �* CIPY OF -�./ * ` WASHINGTON^e„'^��a;.�e. REVIEWED BY PROJECT MANAGER: S` 0&22/2024 SIgna ru m Date Jeffrey Bender, PE I.EB •c a•.�,,, ZyAv ao s+oH.,, e�' wnazuza CITYWIDE UNCONTROLLED CROSSING ENHANCEMENTS RAISED CROSSWALK DETAILS SITE SITE 4 PROJECT NO. CP2309 Designed MN 07/26/24 Reviewed JB o7/zs/24 CONTRACT NO. 24-24 Approved ML 07/26/24 SCALE: ATFN~L5M (IF NOT, SCALE ACCORDINGLY) DRAWING CR503 SHEET 16 OF 29 File: <nro4a Yl ° x a 00 0 x r 00 , EX. SIDEWALK III - _ _ _ _ _ _ r 0"4% ° " x N: 129780 N: • �e �/ I .5 E: 1131.66 .54 297804.82 E: 1297804.82 N: 104920.39 EL 131.66 EL 131.68 E: 1297825.37 (MATCH EXIST.) (MATCH EXIST.) '°"• BOW: 132.94 1132 33RD ST SE '.s N: 104920.34 x 3215 M ST SE O4 ADJUST CB TO " E: 1297829.90 N: 104916.67 • EL: 133.09 E: 1297831.38 < ! •m ° 1 EL-133.06 0° I ° N: 104923.30 1 Ih N: 104887.02 " a� " E: 1297825.45 E: 1297829.30 N: 104913.34 . I EL 132.89 IJ x BOW: 132.87 I M E: 1297829.77 BOW: 132.87 • ° N: 104924.78 N: 104948.44 s • p• . E: 1297825.48 E: 1297825.90 N: 104886.94 I N: 104913.25 < " EL 132.49 BOW: 132.68 E: 1297834.30 E: 1297834.77 " (MATCH EXIST.) (MATCH EXIST.) II-, EL• 132.85 I EL: 132.85 °' I ! > N: 104924.34 N: 104948.47 I-' " N: 1297830.4 TRANSITION PANEL N: 104892.02 N: 104910.34 a E: 1297829.97 E: 1297830.40 E: 1297830.49 BOW: 132.98 1 NSITION PANEL E: 1297829.39 E: 1297829.72 BOW: 132.71 BOW: 132.91 _ _ _ I BOW: 132.49 BOW: 132.65 .0.19 _ _ X _ X �'S7 s N: 104924.25 N: 104948.38 N: 104880.23 E: 1297828.96 N: 104891.93 N: 104910.25 % 0 s N: 104953.38 N: 104965.9 104976.39 �°1° BOW: 132.97 E: 1297834.39 E: 1297834.72 +�sl° "' o E: 1297834.95 E: 1297835.40 o E: 1297835.49 E: 1297830. 1297830.93 (MATCH EXIST.) EL 132.47 EL: 132.62 N •'1.5% '• o' "' EL 132.69 EL: 132.88 EL: 132.96 EL: 133.50W: FIELD VERIFY ATCH EXIST.) A 14%e. 7.59° 0.89, .59°3% 08%75% 207 OcEX. ° SIDEWALK° �� 4 0 0 0 0 o ° . 7.5% 0.89, 7.5% 1 37 6 4% 0.8% 757 o ena\. EX. SIDEWALK - "T° 2 O Oy P i� 4 4.a. o° i 07%a••11 ° oil I EX 037. FL 0 7% lit FL 0 7% If If 11 FL 0.7% FL 0 7% EX. 0 4% N: 104880.18 E: 1FL: N: 104889.84 N: 104912.16 N: 104922.16 N: 104950.30 N: 104965.68 N: 104976.11 132.29 FL 132.29 E: 1297839.85 E: 1297840.25 E: 1297840.43 E: 1297840.94 E: 1297841.22 E: 1297841.40 (MATCH EXIST.) FL: 132.36 FL: 132.51 FL 132.58 FL 132.77 FL: 132.88 z FL 132.95 I I (MATCH EXIST.) N: 104886.84 N: 104915.15J N: 104919.16 ADJUST CB TO 4 3300 ADJUST CB TO E: 1297839.80 E: 1297840.31 E: 1297840.38 N: 104926.48 EN:1100498� N: 104974.57 "M" ST SE FL: 132.34 FL: 132.53 FL 132.56 E: 1297851.25 FL- 132.79 E: 1297842.42 (RESIDENTIAL EL: 133.18 EL: 132.97 COLLECTOR) Q ADJUST MH TO- N: 104909.37 E: 1297856.19 EL• 133.11 SITE 4 - DRIVEWAY ez SCALE: 1" = 5' SITE 4 - DRIVEWAY ez SCALE: 1"= 5' 5 2.5 0 5 10 SCALE IN FEET CONSTRUCTION NOTES: O CONSTRUCT CEMENT CONCRETE SIDEWALK PER CITY OF AUBURN STD DETAIL T-15.1. O CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN F-10.12-04. SEE PLANS FOR LOCATIONS. O REPLACE EXISTING CATCH BASIN FRAME AND GRATE PER WSDOT STANDARD PLAN B-30.50-03. ADJUST NEW COVER TO GRADE PER CITY OF AUBURN STD DETAIL T-05.2. O CONSTRUCT CEMENT CONCRETE PEDESTRIAN CURB PER WSDOT STD PLAN F-10.12-04. O REPLACE EXISTING MANHOLE RING AND COVER PER CRY OF AUBURN STANDARD DETAIL S-04.4. ADJUST NEW COVER TO GRADE PER CITY OF AUBURN STD DETAIL T-05-2. O7 INSTALL NEW MONUMENT PER CITY OF AUBURN STD DETAIL T-46.3. CONTRACTOR SHALL BE RESPONSIBLE FOR NEW MONUMENT. LEGEND EXISTING CEMENT CONCRETE SIDEWALK NEW CEMENT CONCRETE SIDEWALK r----� 2" GRIND AND OVERLAY, HMA CL 1/2", PG 58H-22. ououououou DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-04. GENERAL NOTES: 1. INSTALL EXISTING SIGNS INTO NEW POST PER CITY OF AUBURN STD DETAIL T-24.2. 2. SEE CP101-CP104 FOR PAVING, CHANNEUZATION AND SITE RESTORATION PLANS. AS -BUILT BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 FEDERAL AID NO. HSIP-000S( 657 ) No. Date: Revision: Completed By: BY: DATE: * F - WASHINGTON^e„'^��a;.�e. REVIEWED BY PROJECT MANAGER: S`��0822/2024 ig s re Date Jeffrey Bender, P.E. LE8 •c a•..,,, ZyAv - '"0 s+oH.,, e�' wnazuza CITYWIDE UNCONTROLLED CROSSING ENHANCEMENTS DRIVEWAY DETAILS SITE 4 PROJECT NO. CP2309 Designed MN 07/26/24 Reviewed JB 07/zs/24 CONTRACT NO. 24-24 Approved ML 07/26/24A*WA SCALE: ATFN~L5� (IF NOT, SCALE ACCORDINGLY) DRAWING SHEET i] OF 29 F11e: <n�a I "M" ST SE (RESIDENTIAL COLLECTOR) N: 104879.68 E: 1297873.51 FL: 132.28 (MATCH EXIST.) QQQ mI EX. ASPHALT SIDEWALK - - - - - N: 104913.2- - E: 1297874.66 EL: 132.98 N: 297878.97 EL: 133.11 (MATCH EXIST.) 1201 33RD ST SE 11,v p. *. N: 104937.10 E: 1297874.62 FL 132.60 N: 104934.10 E: 1297874 l3.57 FL:132. FL: 59 N: 104934.02 E: 1297879.31 EL 132.95 (MATCH EXIST.) -N: 104922.47 E: 1297874.84 EL: 133.03 104920.35 1297878.97 133.06 ATCH EXIST.) SITE 4 - DRIVEWAY 9 SCALE: 1" = 5' - N: 104939.01 N: 104958.47 E: 1297879.40 E: 1297879.66 EL: 133.00 EL: 133.29 N: 104938.94 N: 104958.39 E: . E: 1297884.40 BOW: 133.08 BOOW:W: 13333.37 (MATCH EXIST.) (MATCH EXIST.) N: 104933.94 E: 1297884.31 EL: 133.03 (MATCH EXIST.) 3210 M ST SE I N: 104960.56 ADUST CB TO 0 E: 1297875.08 N: 104973.90 FL 132.80 E: 1297874.32 EL: 132.89 N: 104975.40 N: 104963.56 E: 1132.88 .37 E: 1297875.14 FL: FL: 132.82 F774 (MATCCHH EXIST.) w OP JF-pp OP OP 57 •16% EX. SIDEWALK ° 5% '20% N: 104968.47 E: 1297879.89 EL 133.45 (MATCH EXIST.) N: 104963.47 N: 104968.39 E: 1297879.78 E: 1297884.78 EL 133.37 BOW: 133.54 (MATCH EXIST.) N: 104963.39 E: 1297884.69 BOW: 133.44 5 2.5 0 5 10 SCALE IN FEET CONSTRUCTION NOTES: O CONSTRUCT CEMENT CONCRETE SIDEWALK PER CITY OF AUBURN STD DETAIL T-15.1. O CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN F-10.12-04. SEE PLANS FOR LOCATIONS. O REPLACE EXISTING CATCH BASIN FRAME AND GRATE PER WSDOT STANDARD PLAN B-30.50-03. ADJUST NEW COVER TO GRADE PER CITY OF AUBURN STD DETAIL T-05-2. LEGEND EXISTING CEMENT CONCRETE SIDEWALK :• °' NEW CEMENT CONCRETE SIDEWALK r----� 2" GRIND AND OVERLAY, HMA CL 1/2", PG 58H-22. ououououou DETECTABLE WARNING SURFACE PER ogogogogog WSDOT STD PLAN F-45.10-04. GENERAL NOTES: 1. SEE CP101-CP104 FOR PAVING, CHANNEUZATION AND SITE RESTORATION PLANS. AS -BUILT BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 FEDERAL AID NO. HSIP-000S( 657 ) No. Date: Revision: Completed By: BY: DATE: * CII'YOF '� * WASHINGTON REVIEWED BY PROJECT MANAGER: ..�<0822/2024 na i re Date Jeffrey Bender, P.E. LE8 •c a•.�,,, ZyA° 'o s+oH.,, e�' wnazuza CITYWIDE UNCONTROLLED CROSSING ENHANCEMENTS DRIVEWAY DETAILS SITE 4 PROJECT NO. CP2309 Designed MN 06/28/24 Reviewed JB 1 06/28/24 CONTRACT NO. 24-24 Approved ML 06/28/24 SCALE: ATATFNL5t E INCH` (IF NOT, SCALE ACCORDINGLY) DRAWING SHEET i$ OF 29 File: <n�a 4 a < G ad d d CROSSWALK - 4 d EXISTING SIDEWALK d ° e d a e 4 e< CEMENT CONC. TRAFFIC - CURB AND GUTTER STORM DRAIN CATCH BASIN, - SEE UD101 FOR SIZE AND TYPE FULL DEPTH PAVEMENTr REPLACEMENT, TYP } (DEPTH UNKNOWN) a CEMENT CONIC. TRAFFIC 2' o' CURB AND GUTTER PLASTIC SPEED BUMP SYMBOL A7 CEMENT CONCRETE PAVEMENT - INCLUDING DOWELS ° d I d � I d d e 11011 d Q ° d EXISTING SIDEWALK a b °d d d ° ° PLASTIC CROSSWALK AA LINES PER WSDOT STD PLAN M-15.10-01 � °4 p SEXISTING IDEWALK CEMENT CONCRETE J A e PAVEMENT - INCLUDING DOWELS CEMENT CONIC. TRAFFIC CURB MARKING DETAIL AND GUTTER ISOMETRIC VIEW CEMENT CONCRETE PAVEMENT FULL DEPTH - INCLUDING DOWELS SAWCUT UNE, TYP EXISTING PAVEMENT TRANSVERSE CONSTRUCTION SURFACE JOINTS PER WSDOT STANDARD PLAN A-40.10-04, TYP I ° d' 9 d d HMA TRANSITION DETAIL PER WSDOT STANDARD PLAN A-40.10-04, TYP 10' SECTION A —A 5" CSBC RAISED CROSSWALK WITH PARALLEL CURB RAMP 1 NTS to' 0 WD Oab BACK OF EXISTING CURB BACK OF NEW �tAN51 u- M 1�IR• i5 tic RLVE ARI,�"`�� S• F� EDGE OF EXISTING PAVEMENT MAINTAIN GUTTER FLOW LINE GRADE EDGE OF NEW PAVEMENT -- ISOMETRIC VIEW AS -BUILT CURB TRANSITION DETAIL 2 NTS BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 FEDERAL AID NO. HSIP-000S 657 No. Date: Revision: Completed By: BY: DATE: * CII'YOF -�./ * WASHINGTON^e„e. REVIEWED BY PROJECT MANAGER: J^`� _ 0&22/2024 ignature Date Jeffrey Bender, P.E. LE8 •c a•.�,,, ZyA° 'o s+a+.� ¢' panazuza CITYWIDE UNCONTROLLED CROSSING ENHANCEMENTS TYPICAL SECTION AND DETAILS PROJECT NO. CP2309 Designed MN 06/28/24 Reviewed JB 1 06/28/24 CONTRACT NO. 24-24 Approved ML 06/28/24 SCALE: ATATFNL5t E INCH` (IF NOT, SCALE ACCORDINGLY) DRAWING SHEET is OF 29 Fll e: < I V I � �I W W O7 EX. POWER J SERVICE UU O CONNECTION I Q _J S CD Z COA STORM This TRACT A 4 W 2 conduit 3 I �' does not INSTALL PPB EN 1304730.77 exist 2 As So INSTALL RRFB N: 123314.28 E: 1304726.64 has 3 inch INSTALL RRFB N: 123269.40 E. 1304714.69 INSTALL PPB N: 123255.63 E: 1304733.09 11521 SE 304TH ST Thi� pipe run, does not exist. i w SITE 1 - PN ,1`�, SCALE: 1" LA _ 10 10 5 0 10 20 SCALE IN FEET Designed I MN 1 072624 Reviewed JB 072624 4` Approved ML 072624 CITY OF J SCALE: ONEINCH AT Fu~� WASHINGTON (IF NOT, SCALE ACCORDINGLY) File'cisgms 11604 SE 304TH ST N1 SE 304TH ST (MINOR ARTERAL) 0 9 / I11815 SE 304TH ST PPB AS -BUILT TABLE POLE CROSSING BUTTON BUTTON NUMBER DIRECTION HEIGHT REACH PPB NW NORTH/SOUTH PPB SW NORTH/SOUTH REVIEWED BY PROJECT MANAGER: S `inj� DB/2212024 ignature Date Jeffrey Bender, P.E. SIGNALIZATION NOTES: O1 INSTALL RRFB WITH 30" X 30" STANDARD CROSSING SIGNS PER CITY OF AUBURN STD DETAILS T-50A.1 AND T-50B.1. RRFB AND SIGNS SHALL BE INSTALLED ON BOTH SIDES FACING TRAFFIC. CONTROL BOX SHALL BE INSTALLED BEHIND CROSSING SIGN. O INSTALL SIGN(S) ON NEW POST, PER CITY OF AUBURN STD DETAIL T-24.2. O7 INSTALL 20AMP BREAKER IN EMPTY SPARE IN SERVICE CABINET AND CONNECT NEW #8 CONDUCTORS. LEGEND: RRFB TYPE 1 PEDESTRIAN PUSH BUTTON (PPB) POLE WITH FOUNDATION T NEW POST AND SIGN WIRING SCHEDULE RUN NO. CONDUIT CONDUCTORS COMMENTS t EX 2" PVC (2) #10 CONDUCTORS SEE NOTE 1 Q 2" PVC (2) (2) (2) #10 SC 7C CONDUCTORS - #14 CONDUCTORS - /14 CONDUCTORS SEE NOTE 1, 2 & 3 3 2" PVC (1) 7C - #14 CONDUCTOR SEE NOTE 1, 2 O EX 2" PVC (2) (1) 5C 7C - #14 - #14 CONDUCTOR CONDUCTOR SEE NOTE 1, 2 5 2" PVC (1) 7C - #14 CONDUCTOR SEE NOTE 1, 2 & 3 6 2" PVC (2) 5C - #14 CONDUCTORS SEE NOTE 1, 2 & 3 NOTES: 1. ALL PVC CONDUITS CONTAINING CONDUCTORS SHALL CONTAIN GROUND WIRE. WARE SIZE SHALL MATCH THE LARGEST CONDUCTOR. 2. ALL CONDUIT SHALL BE RIGID PVC SCH40, EXCEPT IN ROADWAY, CONDUIT SHALL BE SCH 80. 3. CONNECT TO EXISTING JUNCTION BOX. SIGN SCHEDULE: A rr# S1-1 51-1 FLUORESCENT FLUORESCENT (YELLOW/GREEN) (YELLOW/GREEN) 30" x 30" 30" x 30" AHEAD W16-7PL W16-71 W16-9P FLUORESCENT FLUORESCENT FLUORESCENT (YELLOW/GREEN) (YELLOW/GREEN) (YELLOW/GREEN) 24" X 12" 24" X 12" 24" X 12" AS -BUILT BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 CITYWIDE UNCONTROLLED �q LNe CROSSING ENHANCEMENTS w p^ems,'TRAFFIC SIGNAL PLAN AND DETAILS SITE 1 W10/2024 FEDERAL AID N0. HSIP-OOOS(657) PRO,ECT N0. CP2309 24-24 DRAWING NO. TS101 SHEET 2O OF 29 PioVrded co eorldeis Excnalge of WA, Ioc Foi says, Coodr[roos A9ieeme1c see xxx nxxa col - Allays Vei.fy Scal SIGNALIZATION NOTES: 3 RELOCATE EXISTING SIGN 0 1 a Q INSTALL RRFB ON EXISTING FOUNDATION (BY OTHERS) WITH 30" X 30" STANDARD CROSSING SIGNS PER CITY OF AUBURN STD DETAILS T-50A.1 AND T-5013.1. RRFB AND SIGNS SHALL BE INSTALLED ON BOTH SIDE FACING TRAFFIC. CONTROL BOX D x -4 SHALL BE INSTALLED BEHIND CROSSING SIGN. I � m { 0 I O INSTALL SIGN(S) ON NEW POST, PER CITY OF AUBURN STD DETAIL T-24.2. .Z_1 Do Fn a{ O INSTALL RRFB ON EXISTING FOUNDATION (BY OTHERS) WITH 30" X 30" STANDARD r x (1) CROSSING SIGNS PER CITY OF AUBURN STD DErAILS T-50A.1 AND T-50B.1. RRFB ... RI AND SIGNS SHALL BE INSTALLED ON ONE SIDE FACING TRAFFIC. CONTROL BOX SEGALE PROPERTIES LLC I rl 3642 PIKE ST SE SHALL BE INSTALLED BEHIND CROSSING SIGN. lJ O7 INSTALL 20AMP BREAKER IN EMPTY SPARE IN SERVICE CABINET AND CONNECT NEW r 0 >{ #8 CONDUCTORS. x O7 EX. SERVICE 1 CABINET LEGEND: 100' MIN RRFB TYPE 1 5 O X x x xx RRFB TYPE 1, SINGLE SIDED x X X X X x x_ x 0 — TI ® 2Ii"-1'-cluo--o PEDESTRIAN PUSH BUTTON (PPB) 'O 2 00 7, P P� , b -, POLE NTH FOUNDATION P T— 19�P II- T -� NEW POST AND SIGN I [�ESIGN DONE BY OTHERS - I ® 3 -7 i INSTALL RRFB/PPB N: 103707.71 E: 1299128.70 _ DESIGN DONE BY OTHER; � 4) \ n3 O -- _IL — - - - — IL _----- IL- —_ � \ -------- BT BT BT 6--BT BT —X X X�X (3 REINSTALL EXISTING SIGN O3 REINSTALL EXISTING SIGN 1611 37TH WAY SE SITE 2 -PLAN SCALE: 1" = 10' 10 5 0 10 20 SCALE IN FEET Designed I MN 1 07/26/24 "R" ST SE (MINOR ARTERIAL) DESIGN DONE BY 1-024 IL ----- L ------ L- 5 INSTALL RRFB/PPB N: 103707.47 E: 1299172.71 Reviewed JB 07/26/24 Approved ML 07/26/24 OF SCALE: 15 A FN~L.L.—. ` WASHINGTON (IF NOT, SCALE ACCORDINGLY) File: < 3642 PIKE ST SE a — PPB AS -BUILT TABLE POLE NUMBER CROSSING DIRECTION BUTTON HEIGHT BUTTON REACH PPB W EAST/WEST PPB C EAST/WEST PPB E EAST/WEST REVIEWED BY PROJECT MANAGER: 0&22/2024 ignature Date Jeffrey Bender, P.E. 0911WM4 WIRING SCHEDULE RUN NO. CONDUIT CONDUCTORS COMMENTS (2) #8 CONDUCTORS O1 EX 2" PVC (3) 5C - #14 CONDUCTORS SEE NOTE 1 (1) 7C - #14 CONDUCTOR EX 2" PVC �C SEE NOTE 1 (1) - #14 CONDUCTORS EX 2" PVC (1) SPARE SEE NOTE 3 O3 E% 2" PVC (1) 7C CONDUCTOR SEE NOTE 1 & 2 (1) 5C - #14 CONDUCTOR 4 O E% 2" PVC (1) 7C CONDUCTOR SEE NOTE 1 & 2 (1) 5C - #14 CONDUCTOR 5 E% 2" PVC (1) 5C - #14 CONDUCTOR SEE NOTE 1 (1) 7C - #14 CONDUCTOR NOTES: 1. ALL PVC CONDUITS CONTAINING CONDUCTORS SHALL CONTAIN GROUND WIRE. WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR. 2. ALL CONDUIT SHALL BE RIGID PVC SCH40, EXCEPT IN ROADWAY, CONDUIT SHALL BE SCH 80. 3. ALL EMPTY/SPACE CONDUITS SHALL CONTAIN A LOCATE WIRE. SIGN SCHEDULE: W11-15 W11-15 FLUORESCENT FLUORESCENT (YELLOW/GREEN) (YELLOW/GREEN) 30" x 30" 30" % 30" — AHEAD W16-7pL W16-7pR W16-9P FLUORESCENT FLUORESCENT FLUORESCENT (YELLOW/GREEN) (YELLOW/GREEN) (YELLOW/GREEN) 24" X 12" 24" X 12" 24" X 12" AS -BUILT Q BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG all CITYWIDE UNCONTROLLED CROSSING ENHANCEMENTS TRAFFIC SIGNAL PLAN AND DETAILS SITE 2 FEDERAL AID NO. HSIP-OOOS(657) PROJECT NO. CP2309 CONTRACT NO. 24-24 DRAWING NO. TS102 SHEET 21 OF 29 -1 OF AUBURN x o ... X I°... O O CITY OF AUBURN x / P�P J 29598 57TH PL S rO EX.EPOWER O7 w . ' 'lvv milli CONNECTION } 00 "- 1 INSTALL P 42 P 1 1 o E: 1286137.96 �L< o0 CD 3 N: 126165.00 E: 1286148.49 JI 29601 57TH PL S J F_ F Tn Z UU JC =w J S 296TH ST (RESIDENTIAL COLLECTOR) 1� 1 1 1 1 INSTALL RRFB /g N: 126115.33 QQ E: 1286158.31 INSTALL PPB / N: 126103.29 E: 1286147.43 I 3 STOP SIGN aaa 29600 57TH PL S Lo Q O SITE 3 - PLAN SCALE: 1" = 10' 10 5 0 10 20 SCALE IN FEET Designed I MN 1 07/26/24 Reviewed JB 07/26/24 oi Approved ML 07/26/24 CITY OF SCALE: 15 A FN~L.L& ` WASHINGTON (IF NOT, SCALE ACCORDINGLY) File: < PPB AS -BUILT TABLE POLE NUMBER CROSSING DIRECTION BUTTON HEIGHT BUTTON REACH PPB NE NORTH/SOUTH PPB SE NORTH/SOUTH REVIEWED BY PROJECT MANAGER: 08/22/2024 IgnaWre Date Jeffrey Bender, P.E. 0911W e4 SIGNALIZATION NOTES: O INSTALL RRFB WITH 30" X 30" STANDARD CROSSING SIGNS PER COA STD DETAILS T-50A.1 AND T-508.1. RRFB AND SIGNS SHALL BE INSTALLED ON BOTH SIDE FACING TRAFFIC. CONTROL BOX SHALL BE INSTALLED BEHIND CROSSING SIGN. O INSTALL NEW JUNCTION BOX TYPE 1 WITH A NON-SKID LID PER WSDOT STD. PLAN J-40.10-04. O INSTALL SIGN(S) ON NEW POST, PER COA STD. DETAIL T-24.2. © INSTALL SIGN ON STREET LIGHT POLE. O7 INSTALL 20AMP BREAKER IN EMPTY SPARE IN SERVICE CABINET AND CONNECT NEW #8 CONDUCTORS. LEGEND: RRFB TYPE 1 PEDESTRIAN PUSH BUTTON (PPE) POLE WITH FOUNDATION S NEW POST AND SIGN WIRING SCHEDULE RUN NO. CONDUIT CONDUCTORS COMMENTS I EX 2" PVC (3) #10 CONDUCTORS SEE NOTE 1 (2) EX #8 CONDUCTORS(SL) O2" PVC (1) 7C - #14 CONDUCTOR SEE NOTES 1, 2 & 3 O 2" PVC (3) (2) #10 CONDUCTORS SC -#14 CONDUCTORS SEE NOTES 1, 2 & 3 (2) 7C -#14 CONDUCTORS PVC (2) 5C - #14 CONDUCTORS SEE NOTES 1, 2 & 3 O2" 4 (1) 7C - #14 CONDUCTOR 2" PVC (1) SPARE SEE NOTES 2, 3 & 4 O5 2" PVC (2) 5C - #14 CONDUCTORS SEE NOTES 1 & 2 O 2" PVC 1 (1) 7C - #14 CONDUCTOR SEE NOTES 1 & 2 NOTES 1. ALL PVC CONDUITS CONTAINING CONDUCTORS SHALL CONTAIN GROUND WIRE. WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR. 2. ALL CONDUIT SHALL BE RIGID PVC SCH40, EXCEPT IN ROADWAY, CONDUIT SHALL BE SCH 80. 3. CONNECT TO EXISTING JUNCTION BOX. 4. ALL EMPTY/SPARE CONDUITS SHALL CONTAIN A LOCATE WIRE. SIGN SCHEDULE: AS_ B U I LT USE CROSSWALK USE S1-1 s1-1 CROSSWALK FLUORESCENT FLUORESCENT R9-3bP (YELLOW/GREEN) (YELLOW/GREEN) 18" X 12" 30" x 30" 30" X 30" AHEAD W16-7pL W16-7pR W16-9P FLUORESCENT FLUORESCENT FLUORESCENT (YELLOW/GREEN) (YELLOW/GREEN) (YELLOW/GREEN) R9-3 24" X 12" 24" X 12" 24" X 12" 18" X 18" Q � 0 BURIED UTILITIES IN AREA FEDERAL AID NO. PLEASE CALL BEFORE YOU DIG HSIP-000S 657 811 ( ) CITYWIDE UNCONTROLLED PROJECT CP2309 CROSSING ENHANCEMENTS CONTRACT NO. 24-24 TRAFFIC SIGNAL PLAN AND DETAILS DRAWING NO. SITE 3 TS103 SHEET 22 OF 2 99 3307 M PL SE 3423 M PL SE INSTALL RRFB/PPB N: 104756.25 E: 1297832.41 5 "M" ST SE (RESIDENTIAL COLLECTOR) 10' 10' PPB AS -BUILT TABLE POLE NUMBER CROSSING DIRECTION BUTTON HEIGHT BUTTON REACH PPB W EAST/WEST PPB E EAST/WEST 1132 33RD ST SE EX. BUS -EX. BUS SIGN TO BE RELOCATED -INSTALL RRFB/PPB N: 104767.49 E: 1297875.71 I 1202 33RD ST SE / I/%. CONDUIT — This pipe goes EX. J-BOX just off of Box # 1" Does not go to Box # 2" SITE 4 ,: -PLAN 0 N SCALE: 1" = 10' 10 5 0 10 20 SCALE IN FEET Designed I MN 1 072624 Reviewed JB 072624 4` Approved ML 072624 CITY OF �J SCALE: ONEINCH AT Fu~� WASHINGTON (IF NOT, SCALE ACCORDINGLY) File'cisgmn # 1 EX. J-BOX # 2X. �A CONDUIT O � -- 44E1 0 CD r-4 �m A m BOX # 2 Two pipe in Box do not know where they go. 1 = 2 inch 1 = 3 inch 1132 33RD ST SE / 1201 33 D ST SE EX. SERVICE CABINET EX. CONDUIT 1213 33RD ST SE I 5 EX. J—BOX 1225 33RD ST SE AS -BUILT REVIEWED BY PROJECT MANAGER: S 08/2212024 ignature Date Jeffrey Bender, P.E. 1JSE iY e eA4% 4aiaro°° �� es'9lONA1 �pE 0&10/2024 SIGNALIZATION NOTES: O1 INSTALL RRFB WITH 30" X 30" STANDARD CROSSING SIGNS PER COA STD DETAILS T-50A.1 AND T-50B.1. RRFB AND SIGNS SHALL BE INSTALLED ON BOTH SIDE FACING TRAFFIC. CONTROL BOX SHALL BE INSTALLED BEHIND CROSSING SIGN. Q INSTALL NEW JUNCTION BOX TYPE 1 WITH A NON-SKID UD PER WSDOT STD. PLAN J-40.10-04. O3 INSTALL SIGN(S) ON NEW POST, PER COA STD. DETAIL T-24.2. O4 FIND AND INTERCEPT EXISTING 2" STREET LIGHT POWER CONDUIT. CONNECT THE NEW /B CONDUCTORS TO THE EXISTING CONDUCTORS USING SEC DOUBLE -PIN CONNECTOR KIT MODEL SEC 1791-DP. O REMOVE EXISTING SERVICE CABINET AND SALVAGE TO THE CITY. INSTALL NEW 200 AMP METERED SERVICE PER CITY OF AUBURN STD DETAIL T-21.4. REMAKE ALL EXISTING CIRCUITS AND LAND NEW CIRCUITS PER SERVICE BREAKER SCHEDULE. LEGEND: RRFB TYPE 1 PEDESTRIAN PUSH BUTTON (PPB) POLE WITH FOUNDATION -` NEW POST AND SIGN WIRING SCHEDULE RUN NO. CONDUIT CONDUCTORS COMMENTS O EX 2" PVC NDUCTORS (2) SEE NOTE 1 EX #8000NDUCTORS O2 2" PVC (2) #10 CONDUCTORS SEE NOTE 1 O 2" PVC (2) 5C - /14 CONDUCTORS SEE NOTE 1 @ 2 (1) 7C - #14 CONDUCTOR NOES 1. ALL PVC CONDUITS CONTAINING CONDUCTORS SHA SIZE SHALL MATCH THE LARGEST CONDUCTOR. 2. ALL CONDUIT SHALL BE RIGID PVC SCH40, EXCEPT BE SCH 80. 3. CONNECT TO EXISTING JUNCTION BOX. SIGN SCHEDULE: LL CONTAIN GROUND WIRE. WIRE IN ROADWAY, CONDUIT SHALL USE -3 CROSSWALK 18" X 18" CiD USE CROSSWALK SPEED R9-3bP 18" X 12" HUMP p S1-1 S1-1 \ �� FLUORESCENT FLUORESCENT SPEED (YELLOW/GREEN) (YELLOW/GREEN) W17-1 30" x 30" 30" x 30" 30" X 30" LIMIT AHEAD 2 5 25 W16-7pL W16-7pR W16-9P MPH �- FLUORESCENT FLUORESCENT FLUORESCENT R2-1 (YELLOW/GREEN) (YELLOW/GREEN) (YELLOW/GREEN) W13-1P 30" x 36" 24" X 12" 24" X 12" 24" X 12" 18" X 18" EXISTING SIGN 0 0 BURIED UTILITIES IN AREA FEDERAL AID NO. PLEASE CALL BEFORE YOU DIG HSIP-OOOS657 811 ( ) O. CITYWIDE UNCONTROLLED P9 CP232309 CROSSING ENHANCEMENTS CONTRACT NO. 24-24 TRAFFIC SIGNAL PLAN AND DETAILS ENNSITE 4 PioVrded c0 eorldeis Excnalge of WA, Ioc Foi says, Coldiciols Agieemeo[ see xxx nxxa col - Allays Veiifv seal W20-1 W1-4(L) 48• ROAD WORK AHEAD 48" 48" ONE LANE W20-1 x I ROAD AHEAD 48" I W20-4 48" x BE 11 PREPARED TO STOP x 48" 48" x .� W20-7B I 48" x 13 W20-7A L/2 DEVICE SPACING 1/2 DISTANCE FOR OPPOSING TRAFFIC DEVICES L/2 48" BE Oi PREPARED TO STO/ 48" W20-7B C X Designed I MN 1 07/26/24 R X ®® 0 4 0 b, 0 0 1 9 I I I I I JIP I I CHANNELIZATION DEVICE SPACING (feet) MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40 48• BE PREPARED Oi 48" TO STOP 48• W20-7B 48" W20-7A X X ®® a a PCMS 1 2 CENTER NNO LANE LEFT CLOSED TURNING 2.0 SEC 2.0 SEC FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. 48" NE LANE ROAD WORK ROAD AHEAD AHEAD 48" 48" W20-4 W20-1 SE 304TH ST I ® ®�, ®s -, INTERSECTION LANE CLOSURE - TWO LANE ROADWAY SITE 1 - PLAN NTS Reviewed JB 07/26/24 Approved ML 07/26/24 OF SCALE: ATFN~L54—.—�E ` WASHINGTON (IF NOT, SCALE ACCORDINGLY) File: < DEVICE SPACING 1/2 DISTANCE 48• 48" 48" W20-7A BE PREPARED Oi TO STOP a8" IM W20-7B /ONE LA c ROAD RO>RK WOWzo-a AHE W20-1 L/2 O7 OPTIONAL IF 40 MPH OR LESS REVIEWED BY PROJECT MANAGER: ,S 0&22/2024 ignaWre Date Jeffrey Bender, P.E. BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 1 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 1 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9.900 TO 22,000 Ibs. HOST VEHICLE > 22 WEIGHT 000 Ibs. < 45 MPH 45-55 MPH I > 55 MPH < 45 MPH 1 45-55 MPH > 55 MPH 100' 123' 1 172' 1 74' 1 100' 150' PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED SIGN SPACING =X (1) RURAL HIGHWAYS 60 / 65 MPH 800'❑ RURAL ROADS 45 / 55 MPH 500'❑ RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350'❑ RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS 25 / 30 MPH 200' ❑ (2) URBAN STREErS 25 MPH OR LESS 100'❑ (2) (1) ALL SPACING MAY BE ADJUSTED INTERCHANGE RAMPS, AT —GRADE (2) THIS SPACING MAY BE REDUCED ROADWAY CONDITIONS. TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS. IN URBAN AREAS TO FIT MINIMUM TAPER LENGTH = L (feet) LANE WIDTH Posted Speed (mph) (feet) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 — — — 11 115 165 225 295 495 550 605 660 — — 12 125 180 245 320 540 600 660 720 — — LEGEND: FLAGGING STATION p TEMPORARY SIGN LOCATION 0 CHANNELIZING DEVICES DDD SEQUENTIAL ARROW SIGN ® PROTECTIVE VEHICLE PCMS PORTABLE CHANGEABLE MESSAGE SIGN ® TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT) NOTES: 1. RECOMMEND EXTENDING DEVICE TAPER (L/3) ACROSS SHOULDER. 2. IF A SIGNAL IS PRESENT, IT SHALL BE SET TO "RED FLASH MODE" OR TURNED OFF DURING FLAGGING OPERATIONS. 3. FOR SPEED UNIT OF 30 MPH OR LESS USE SIGN W1-3 IN UEU OF SIGN W1-4. 4. MAINTAIN A MINIMUM OF ONE ACCESS POINT FOR EACH BUSINESS WITHIN WORK AREA LIMITS. C 5. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. A& B U I LT FEDERAL AID NO. BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG HSIP-000S 657 811 ( ) CITYWIDE UNCONTROLLED PROJECT CP2309 a CROSSING ENHANCEMENTS CONTRACT NO. TRAFFIC CONTROL PLAN zW za ING NO. SITE 1 DRAW fSHEET 24 panazuza OF 29 LEGEND: FLAGGING STATION q TEMPORARY SIGN LOCATION ® CHANNELIZING DEVICES SEQUENTIAL ARROW SIGN ® PROTECTIVE VEHICLE PCMS PORTABLE CHANGEABLE MESSAGE SIGN ® TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT) _ 10 _ _93 _ _ ®— _ 0- 12 MINIMUM TAPER LENGTH = L (feet) LANE WIDTH Posted Speed (mph) (feet) 25 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 — — — 11 115 165 225 295 495 550 605 660 — — 12 125 180 245 320 540 600 660 720 — — 'R' ST BE — _ _ _ _ ® -0 w w rn y x r M CHANNELIZATION DEVICE SPACING (feet) MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40 PCMS 1 2 CENTER NNO LANE LEFT CLOSED TURNING 2.0 SEC 2.0 SEC FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 fi5 70 LENGTH (feet) 155 200 250 305 360 425 1 495 1 570 1 645 1 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9 900 TO 22020lbs. HOST VEHICLE > 22 WEIGHT 000 Ibe. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 100' 123' 172' 74' too' 150' PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED SIGN SPACING =X (1) RURAL HIGHWAYS 60 / 65 MPH 800, RURAL ROADS 45 / 55 MPH 500'❑ RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350'❑ RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS 25 / 30 MPH 200' ❑ (2) URBAN STREETS 25 MPH OR LESS 100'❑ (2) (1) ALL SPACING MAY BE ADJUSTED INTERCHANGE RAMPS, AT —GRADE (2) THIS SPACING MAY BE REDUCED ROADWAY CONDITIONS. TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS. IN URBAN AREAS TO FIT x x x x x x x x NOTES: STOP 24" 1. DID PLACING LANE CLOSURE TAPERS WITHIN OR IMMEDIATELY FOLLOWING HORIZONTAL & VERTICAL CURVES BY ADJUSTING 0 STOP 24" STOP 24 O LONGITUDINAL BUFFER SPACE. 36" MIN 36" MIN 13 x 36" MIN 36" MIN 36" MIN 2. IF LONGITUDINAL BUFFER SPACE IS REDUCED FROM DISTANCES USTED ROAD BE BE ROAD IN TABLE, UPGRADE PROTECTIVE VEHICLE TO A TRANSPORTABLE WORK PREPARED O y SLOW O PREPARED WORK ATT36" TRAFFIC ATOR. AHEAD TO STOP SLOW w SLOW TO STOP AHEAD 3. 36" TRAFFIC CONES, 42" TALL CHANNEUZATION DEVICES, OR TRAFFIC tq SAFETY DRUMS OK. 36" MIN 36" MIN W21-1201 36" MIN 36" MIN I x 36" MIN (W/R, B/0) 4. BICYCLISTS MAY BE COMBINED WITH ALTERNATING VEHICULAR TRAFFIC. W20-1 W20-713 W21-1201 W21-1201 W20-713 W20-1 BIKES TO CLEAR PRIOR TO FLAGGERS RELEASING ONCOMING TRAFFIC. kW/R, 8/0) x W20-7A (W/R, B/0) 36" MIN 36" MIN k 36" MIN 5. SEE STANDARD SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS: y 36" MIN 36" MIN 1-07.8(1) HIGH —VISIBILITY APPAREL ONE LANE BE ONE LANE 1-10.3(1)A AAND NIGHTTIME ILLUMINATION ROAPREPARED 1 ROAD () TRAFFIC 1-10.3 2 A TRAFFICFFIC CONTROL PROCEDURES D " 9-35.1 24—INCH STOP/SLOW PADDLE SIZE D x EAD 36MIN AHEATO STOP AH 36" MIN 36" MIN VI ONE LANE 36" MIN 36" MIN 36" MIN 6. FOR PROJECT —SPECIFIC REQUIREMENTS, SEE SPECIAL PROVISIONS. y ROAD 7. SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE INDICATED. w2o-4 w2o-7A I AHEAD w2o-7B wzo-7A w2o-4 36" MIN B. ACTUAL CENTERLINE PAVEMENT MARKINGS MAY VARY. 36" MIN I 9. FOR LEGEND, TABLES, AND ADDITIONAL NOTES: SEE TC320, SHEET 1. W20-4 ROAD 10. WORK MAY OCCUR ACROSS INTERSECTING ROADWAY APPROACH BY y WORK O7 OPTIONAL IF 40 MPH OR LESS HOLDING ACCESS TRAFFIC UP TO 5 MINUTES AND RESTRICTING TURNS AHEAD FROM MAINLINE. CHANNELIZATION DEVICES DELINEATING APPROACH MAY BE REMOVED. 36" MIN 11. SINGLE FLAGGER MAY BE ADDED TO THE INTERSECTING ROADWAY APPROACH TO HELP GUIDE ALTERNATING TRAFFIC THROUGH W20-1 INTERSECTION. 12. WORK MAY OCCUR ACROSS DRIVEWAY OR ACCESS APPROACH BY HOLDING ACCESS TRAFFIC UP TO 5 MINUTES AND RESTRICTING TURNS UNSIGNALIZED INTERSECTION ROADWAY DETAIL - FROM MAINLINE. CHANNELIZATION DEVICES DELINEATING ACCESS MAY OPPOSITE OF LANE CLOSURE BE REMOVED. 13. PAVEMENT MARKINGS MAY VARY. SITE 2 - PLAN NTS A&BUILT BURIED UTILITIES IN AREA FEDERAL AID NO. PLEASE CALL BEFORE YOU DIG HSIP-000S 657 811 ) No. Date: Revision: Completed By: PROJECT NO. BY: DATE: REVIEWEDBYCITYWIDE UNCONTROLLED Designed MN 07/26/24 PROJECT MANAGER: LE8 CP2309 Reviewed JB 07/26/24 * 4 oe e� CONTRACT N0. Approved ML 07/26/24 CIPY of -f * - �S ��1,,.�_ 0&22/2024 Rv ao CROSSING N ENHANCEMENTS HAN E M E N 24 24 SCALE: s4griature Date TRAFFIC CONTROL PLAN DRAWING ATFN~LN& ` WASHINGTON^e•,,'�a;.e. TM102 (IF NOT, SCALE ACCORDINGLY) Jeffrey Bender, PESITE s+oH.,, e�' SITE 2 SHEET 25 File: =n,=," ovnmmaa OF 29 48" ROAD CENTE WORK LANE >401 AHEAD CLOSE AHEA 48" W20-1 W20-5C 48" BE OPREPARFn TO W20 L/2 I DEVICE SPACING 1/2 DISTANCE 24" 48" KEEP 30" RI R84�7B 48" W20-7A 48" BE PREPARED Oi TO STOP 48" 48" ONE LANE W20-7B ROAD AHEAD 48" 48" ROAD W20-4 WORK AHEAD 48" W20-1 INTERSECTION LANE CLOSURE - THREE LANE ROADWAY SITE 3 - PLAN NTS Designed I MN 1 07/26/24 Reviewed JB 07/26/24 Approved ML 07/26/24 OF SCALE: ATFN~L54—.—�E ` WASHINGTON (IF NOT, SCALE ACCORDINGLY) File: < W20-7A Mr,A�D DD.P,ao . M CHANNELIZATION DEVICE SPACING (feet) MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40 PCMS t z CENTER VINO LANE �� CLOSED TURNING 2.0 SEC 2.0 SEC FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. Oi OPTIONAL IF 40 MPH OR LESS BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 1 65 1 70 LENGTH (feet) 155 200 250 305 360 425 495 570 1 645 1 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9 900 TO 22 000 Ibs. HOST VEHICLE > 22 WEIGHT 000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 1 45-55 MPH > 55 MPH 100' 123' 172' 74' 100' 150' PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED SIGN SPACING =X (1) RURAL HIGHWAYS 60 / 65 MPH 800'❑ RURAL ROADS 45 / 55 MPH 500'❑ RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350'❑ RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS 25 / 30 MPH 200' ❑ (2) URBAN STREErS 25 MPH OR LESS 100'❑ (2) (1) ALL SPACING MAY BE ADJUSTED INTERCHANGE RAMPS, AT —GRADE (2) THIS SPACING MAY BE REDUCED ROADWAY CONDITIONS. TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS. IN URBAN AREAS TO FIT MINIMUM TAPER LENGTH = L (feet) LANE WIDTH Posted Speed (mph) (feet) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 — — — 11 115 165 225 295 495 550 605 660 — — 12 125 180 245 320 1 540 600 660 1 720 1— — LEGEND: FLAGGING STATION p TEMPORARY SIGN LOCATION ® CHANNELIZING DEVICES DDD SEQUENTIAL ARROW SIGN ® PROTECTIVE VEHICLE PCMS PORTABLE CHANGEABLE MESSAGE SIGN 0 TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT) NOTES: 1. RECOMMEND EXTENDING DEVICE TAPER (L/3) ACROSS SHOULDER. 2. IF A SIGNAL IS PRESENT, IT SHALL BE SET TO "RED FLASH MODE" OR TURNED OFF DURING FLAGGING OPERATIONS. 3. FOR SPEED LIMIT OF 30 MPH OR LESS USE SIGN W1-3 IN LIEU OF SIGN W1-4. 4. MAINTAIN A MINIMUM OF ONE ACCESS POINT FOR EACH BUSINESS WITHIN WORK AREA LIMITS. 5. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. AS —BUILT BURIED UTILITIES IN AREA FEDERAL AID NO. PLEASE CALL BEFORE YOU DIG HSIP-000S 657 ( ) 811 REVIEWED BY CITYWIDE UNCONTROLLED PROJECT NO. PROJECT MANAGER: CP2309 CROSSING ENHANCEMENTS S._ �`°�o CONTRACT NO. 08rzz/zaza �° 24-24 ignature Date TRAFFIC CONTROL PLAN DRAWING N0. TM103 ss+a+.� SITE 3 Jeffrey Bender, P.E. ¢'` SHEET 26 panazuza OF 29 LEGEND: FLAGGING STATION 11 TEMPORARY SIGN LOCATION ® CHANNELIZING DEVICES SEQUENTIAL ARROW SIGN ® PROTECTIVE VEHICLE PCMS PORTABLE CHANGEABLE MESSAGE SIGN tK TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT) 13 0 _ -0 _ _ ®_ _ K3-- _ ® _ —0 _ _ C E MINIMUM TAPER LENGTH = L (feet) LANE WIDTH Posted Speed (mph) (feet) 25 35 40 45 50 55 60 J657010 105 150 205 270 450 500 550 -11 115 165 225 295 495 550 605 66012 125 180 245 320 540600 660 720 CHANNELIZATION DEVICE SPACING (feet) MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40 >w >w 3� 3� �a �a ¢D 00 ¢K 00 PCMS t z CENTER NNO LANE �� CLOSED TURNING 2.0 SEC 2.0 SEC FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. j'M' ST SE �- - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ STOP 24" STOP 24" 1 c x 36" MIN O 36" MIN 36" MIN ROAD BE I . SLOW WORK PREPARED y AHEAD TO STOP $LOW 36" MIN 36" MIN a 36" MIN W21-1201 x (W/R, B/0) W20-1 W20-713 W21-1201 m 36" MIN (W/R. B/O) W20-7A 36" MIN y 36" MIN ONE LANE BE ROADc PREPARED O AHEAD J x 36" MIN TO STOP 36" MIN 36" MIN ONE LANE 36" MIN I y W20-4 ROAD W20-7A AHEAD W20-7B x 1 36" MIN 1 36" MIN W20-4 ROAD y WORK AHEAD 36" MIN W20-1 UNSIGNALIZED INTERSECTION ROADWAY DETAIL - OPPOSITE OF LANE CLOSURE SITE 4 - PLAN NTS BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 1 65 1 70 LENGTH (feet) 155 1 200 1 250 305 360 425 495 570 1 645 1 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9 900 TO 22 000 lbs. HOST VEHICLE > 22 WEIGHT 000 lbs. < 45 MPH 45 -55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 100' 123' 172' 74' too' 150' PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED SIGN SPACING =X (1) RURAL HIGHWAYS 60 / 65 MPH 800'❑ RURAL ROADS 45 / 55 MPH 500'❑ RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350'❑ RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS 25 / 30 MPH 200' ❑ (2) URBAN STREETS 25 MPH OR LESS 100'❑ (2) (1) ALL SPACING MAY BE ADJUSTED INTERCHANGE RAMPS, AT -GRADE (2) THIS SPACING MAY BE REDUCED ROADWAY CONDITIONS. TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS. IN URBAN AREAS TO FIT GENERAL NOTE: 1. THIS TRAFFIC CONTROL PLAN IS FOR WORK PERFORMED OUTSIDE THE FULL CLOSURE. NOTES: 1. DID PLACING LANE CLOSURE TAPERS WITHIN OR IMMEDIATELY FOLLOWING HORIZONTAL & VERTICAL CURVES BY ADJUSTING LONGITUDINAL BUFFER SPACE. 2. IF LONGITUDINAL BUFFER SPACE IS REDUCED FROM DISTANCES LISTED IN TABLE, UPGRADE PROTECTIVE VEHICLE TO A TRANSPORTABLE ATTENUATOR. 3. 36" TRAFFIC CONES, 42" TALL CHANNELIZATION DEVICES, OR TRAFFIC SAFETY DRUMS OK. 4. BICYCUSTS MAY BE COMBINED WITH ALTERNATING VEHICULAR TRAFFIC. BIKES TO CLEAR PRIOR TO FLAGGERS RELEASING ONCOMING TRAFFIC. 5. SEE STANDARD SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS: 1-07.8(1) HIGH -VISIBILITY APPAREL 1-10.3(1)A FLAGGERS AND NIGHTTIME ILLUMINATION 1-10.3(2)A TRAFFIC CONTROL PROCEDURES 9-35.1 24-INCH STOP/SLOW PADDLE SIZE 6. FOR PROJECT -SPECIFIC REQUIREMENTS, SEE SPECIAL PROVISIONS. 7. SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE INDICATED. 1 OPTIONAL IF 40 MPH OR LESS 8 ACTUAL CENTERUNE P VEMENT MARKINGS MAY VARY A 9. FOR LEGEND, TABLES, AND ADDITIONAL NOTES: SEE TC320, SHEET 1. 10. WORK MAY OCCUR ACROSS INTERSECTING ROADWAY APPROACH BY HOLDING ACCESS TRAFFIC UP TO 5 MINUTES AND RESTRICTING TURNS FROM MAINLINE. CHANNELIZATION DEVICES DELINEATING APPROACH MAY BE REMOVED. 11. SINGLE FLAGGER MAY BE ADDED TO THE INTERSECTING ROADWAY APPROACH TO HELP GUIDE ALTERNATING TRAFFIC THROUGH INTERSECTION. 12. WORK MAY OCCUR ACROSS DRIVEWAY OR ACCESS APPROACH BY HOLDING ACCESS TRAFFIC UP TO 5 MINUTES AND RESTRICTING TURNS FROM MAINLINE. CHANNELIZATION DEVICES DELINEATING ACCESS MAY BE REMOVED. ABUILT 13. PAVEMENT MARKINGS MAY VARY. S BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 FEDERAL AID NO. HSIP-000S 657 ) No. Date: Revision: Completed By: BY: DATE: # �* CITY OF -�./ * ` WA$HINGTON^e•,,'�'�a;.�°e. REVIEWED BY PROJECT MANAGER: 0&22/2024 tignature Date Jeffrey Bender, PE LE8 a•.�,,, �yAv - ao s+oH.,, ¢' wnazuza CITYWIDE UNCONTROLLED CROSSING ENHANCEMENTS TRAFFIC CONTROL PLAN SITE SITE 4 PROJECT NO. CP2309 Designed MN 07/26/24 Reviewed JB o7/zs/24 CONTRACT NO. 24-24 Approved ML 07/26/24 SCALE: ATFN~L5M (IF NOT, SCALE ACCORDINGLY) DRAWING TM104 SHEET Z] OF 29 File: <nro= LEGEND: FLAGGING STATION q TEMPORARY SIGN LOCATION ® CHANNELIZING DEVICES SEQUENTIAL ARROW SIGN ® PROTECTIVE VEHICLE PCMS PORTABLE CHANGEABLE MESSAGE SIGN N }N w ® TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT) U) 3U o < M 00 E 13 a rMN x \\ �� 36" MIN W2\�0.-77A \ x 36" MIN ONE LANENN ROAD AHEAD 36" MIN x W20-4 ROAD WORK AHEAD W20-1 Ste/ 24" SLOW W21-1201 (W/R, B/0) 36 " MIN NBE PREPARED 1 TO X MIN W20-713 366�6* MIN 36" MIN CHANNELIZATION DEVICE SPACING (feet) MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40 PCMS t z CENTER NNO LANE �� CLOSED TURNING 2.0 SEC 2.0 SEC FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. MINIMUM TAPER LENGTH = L (feet) LANE WIDTH Posted Speed (mph) (feet) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 — — — 11 115 165 225 295 495 55 6605 660 — — 12 125 180 245 320 540 600 660 720 — — 13 'M' ST SE �- - ® — -0 — —13— — 10�- — ® — — — — — — — '© ISTOPI 24" SLOW W20-7A W21-1201 (W/R, B/0) O DRIVEWAY OR BUSINESS ACCESS DETAIL - SAME SIDE OF LANE CLOSURE SITE 4 - PLAN NTS BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 1 65 1 70 LENGTH (feet) 155 200 250 305 360 425 495 570 1 645 1 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9 900 TO 22.000 lbs. HOST VEHICLE > 22 WEIGHT 000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 100' 1 123' 172' 74' too' 150' PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED SIGN SPACING =X (1) RURAL HIGHWAYS 60 / 65 MPH 800'❑ RURAL ROADS 45 / 55 MPH 500'❑ RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350'❑ RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS 25 / 30 MPH 200' ❑ (2) URBAN STREErS 25 MPH OR LESS 100'❑ (2) (1) ALL SPACING MAY BE ADJUSTED INTERCHANGE RAMPS, AT —GRADE (2) THIS SPACING MAY BE REDUCED ROADWAY CONDITIONS. TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS. IN URBAN AREAS TO FIT GENERAL NOTE: 1. THIS TRAFFIC CONTROL PLAN IS FOR WORK PERFORMED OUTSIDE THE FULL CLOSURE. NOTES: MIN 36" MIN ONE LANE 1. DID PLACING LANE CLOSURE TAPERS WITHIN OR IMMEDIATELY FOLLOWING HORIZONTAL & VERTICAL CURVES BY ADJUSTING /f ROAD LONGITUDINAL BUFFER SPACE. AHEAD 2. IF LONGITUDINAL BUFFER SPACE IS REDUCED FROM DISTANCES LISTED MIN 36" MIN IN TABLE, UPGRADE PROTECTIVE VEHICLE TO A TRANSPORTABLE ATTENUATOR. W20-4 3. 36" TRAFFIC CONES, 42" TALL CHANNELIZATION DEVICES, OR TRAFFIC 36" MIN 36" MIN SAFETY DRUMS OK. BE ROAD 4. BICYCUSTS MAY BE COMBINED WITH ALTERNATING VEHICULAR TRAFFIC. PREPARED WORK BIKES TO CLEAR PRIOR TO FLAGGERS RELEASING ONCOMING TRAFFIC. TO STOP AHEAD 5. SEE STANDARD SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS: 36" MIN 36" MIN 1-07.8(1) HIGH—VISIBIUTY APPAREL \N 1-10.3(1)A FLAGGERS AND NIGHTTIME ILLUMINATION 1-10.3(2)A TRAFFIC CONTROL PROCEDURES W20-78 9-35.1 24—INCH STOP/SLOW PADDLE SIZE 6. FOR PROJECT —SPECIFIC REQUIREMENTS, SEE SPECIAL PROVISIONS. 7. SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE INDICATED. 1 OPTIONAL IF 40 MPH OR LESS B. ACTUAL CENTERUNE PAVEMENT MARKINGS MAY VARY. 9. FOR LEGEND, TABLES, AND ADDITIONAL NOTES: SEE TC320, SHEET 1. 10. WORK MAY OCCUR ACROSS INTERSECTING ROADWAY APPROACH BY HOLDING ACCESS TRAFFIC UP TO 5 MINUTES AND RESTRICTING TURNS FROM MAINLINE. CHANNELIZATION DEVICES DELINEATING APPROACH MAY BE REMOVED. 11. SINGLE FLAGGER MAY BE ADDED TO THE INTERSECTING ROADWAY APPROACH TO HELP GUIDE ALTERNATING TRAFFIC THROUGH INTERSECTION. 12. WORK MAY OCCUR ACROSS DRIVEWAY OR ACCESS APPROACH BY HOLDING ACCESS TRAFFIC UP TO 5 MINUTES AND RESTRICTING TURNS FROM MAINLINE. CHANNELIZATION DEVICES DELINEATING ACCESS MAY BE REMOVED. 13. PAVEMENT MARKINGS MAY VARY. AS -BUILT BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG00S 811 NO, LFEDERALAID 657 ( ) No. Date: Revision: Completed By: BY: DATE: * CITY OF z.I * AWWASINGTON REVIEWED BY PROJECT MANAGER: ���_C f`�`S 08/22/2024 Signature Date Jeffrey Bender, P.E. � y� oe e� �yAv - ao ^e•,,'�'�a;.�°�. s+oH.,, ¢' CITYWIDE UNCONTROLLED CROSSING ENHANCEMENTS TRAFFIC CONTROL PLAN SITE 4 PROJECT NO. CP2309 Designed MN 07/26/24 Reviewed JB 07/26/24 CONTRACT N0. 24-24 APProved ML 07/26/24 SCALE: ATFNATFN~L5 E INCH` (IF NOT, SCALE ACCORDINGLq ASHEE2 i Q U) m ILL rn F- N 2 ` m k LAUREL WOOD RD T 35TH ST SE w N 0 uu- Of) 0 W cr O 6 Z DPLSE z m w y Q to 0 28TH ST SE 29TH ST SE ILL w w ILL! z OL U) S O O O JT ST S 0 O LN SE ST SE LN 8 37TH ST BE I Deslaned I MN 1 07/26/24 1 SCALE: ONE INCH ATFUAT FUL5 (IF NOT, SCALE ACCORDINGLY) File: < W 0 N x W y W 28TH ST SE LA J8 J77 W 1n r rn f ELM LN W N N ZF'-w O Lj /28TH ST SE O ILL N I- Q) 31STSTSE O SKYLARK VILLAGE RD PIKE ST SE PIKE ST SE ST SE 2 p WORK AREA pL SE ILL 1n M PL SE 35TH CT 2 W At m y � � � Y SITE 4 - PLAN 0 SCALE: 1" = 300' 300 150 0 300 600 SCALE IN FEET .■=■- el loom 32ND ST SE W (A SE y L 37TH ST' SE PCM y u 33RD ST SE 41 ST ST SE W rn co U IL f O IGENERAL NOTES: J 1. ALL TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D) AND THE CONTRACT SPECIFICATIONS. 2. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. 3. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. IL 4. LEAVE A MINIMUM OF 11' WIDTH FOR TRAVEUNG LANE. 5. ALERT EFFECTED RESIDENTS AND BUSINESSES A MINIMUM OF 72 HOURS IN ADVANCE. 6. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL SIGNS ON POSTS, EXCEPT AS NOTED OR DIRECTED BY THE ENGINEER. 7. DETOUR SIGNS MUST REMAIN IN PLACE THROUGHOUT THE DURATION OF THE PROJECT. 9TH ST 25SE LEGEND: EASTBOUND DETOUR ROUTE 401111111 WESTBOUND DETOUR ROUTE 11 TEMPORARY CONSTRUCTION CLASS A SIGN LOCATION ® WORK ZONE CLOSURE LIMITS LU PCMS PORTABLE CHANGEABLE MESSAGE SIGN W F- rn A "PA P5 P3 P6 �I b Il w rn N LU 35TH ST SE a _f 36TH ST SE w ULU w FL 60" ROAD CLOSED LOCAL ACCESS ONLY R11-4(MOD) (BLACK/WHITE) REVIEWED BY PROJECT MANAGER: 0&22/2024 ignAum Date Jeffrey Bender, P.E. 60" M ST SE CLOSED 30 32ND ST SE TO M PL SE LOCAL TRAFFIC ONLY R11-3a(MOD) (BLACK/WHITE) oanazuea 36" NO DETOUR W20-2(MOD) (BLACK/ORANGE) M ST SE 36 DETOUR 30" M4-9L(MOD) (BLACK/ORANGE) G 36" <6" ROADTOUR CLOSED HEAD \HEAD36" W20-3 W20-2 (BLACK/ORANGE) (BLACK/ORANGE) Q M ST SE M ST SE 36" DETOUR 36" DETOUR 30" 30" M4-9R(MOD) M4-9T(MOD) (BLACK/ORANGE) (BLACK/ORANGE) Q 30" AS -BUILT M ST SE 24" 36"DETOUR 2 WEEKS PRIOR TO CLOSURE 18' F[m] M ST SEXX/XX TO BE CLOSED (START DATE) 2.5 SEC 1 2.5 SEC M4-6a M4-9R(MOD) (BLACK/ORANGE) (BLACK/ORANGE) O9 10 BURIED UTILITIES IN AREA FEDERAL AID NO. PLEASE CALL BEFORE YOU DIG HSIP-000S 657 P11 CITYWIDE UNCONTROLLED PROJECT NO. CP2309 CROSSING ENHANCEMENTS CONTRACT NO. za za ROAD CLOSURE DETOUR PLAN DRAWING NO. SITE 4 TD101 SHEET 29 OF 29