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HomeMy WebLinkAboutCP2111 - APPROVED PLANS 3.16.2022CITY OF AUBURN KING &PIERCE COUNTIES, WASHINGTON COMMUNITY CENTER PARKING LOT IMPROVEMENTS CITY OFFICIALS Nancy Backus Mayor Ingrid Gaub, P.E. Public Works Director Jacob Sweeting, P.E. City Engineer Kim Truong Project Manager CTCY OF -_.00 WASHINGTON PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington PROJECT NO, CP2111 CONTRACT NO, 2M1 I l,h ME F @ x IOM ST HE � Y [xj sL afem J} ON Si ME a,nIN Bth ST NEaa w G=d BPARN' �2M nME 6th ST NW "= u FULYER e Ic v. ON A HE FIELD BM yT 4 a Su < 5 T" 51 ME VETERANS sM s HE sM ST ME 4 U a XE MEMORIAL t SM 5T xE aa]N 5M Si HE PARK O PMw AVE N NE ME < AN ST 'axe • >zw as n ME AUBURN!, ab s HEz Y : 2M ME V m F sr ME C t� 2M at ME +a s xw t G HIGH w t I.t NE G lat Y ME S $ ,e 51 : SCHOOL ,n Y ME Fn W R PL G w x rt 4 x NE c p = U < 1st G EAS MAIN S E MN Sr - m N 10 n SE " I.t S EM STY F^ G u 8 u N SE '" G C 2M s SE 2nd G " iamn se sx w U b C, C F t F F C as SE sc L, W ' yS Ath SE hF SE 1 8ML uclox 5th w S11 w �IQ- ' SVRLI �( M W " Bih SE W � $E � ED 9M ST ]Ih 5! VJ Th Y ft F qrE' nn sY E„ WHITE eM Y PI" 6 N(� LAKE u 101" sr " � r LE COVE � CITY OF ,IM Y w °` PARK PROJECT AUBURN ti 12th ST E SITE M & O 1]M SE ksl 9G� SW tIM (A. G. S.A. i3N Y 48'YVMAL LY iXY PARK `" Im 5 u E- 17th ST SE GXY� c> MCR I sVP x'qy N aim IBM Y O8 G R1Ea M sE G t' F MUCKLES E a 21st ST C zmx a � SOUTk. cEow R SE y u,d yT Y CASIN NG r 22M EE 2JRU PL 2Ya STSE N 2.w sl Y za St Sr D VICINITY MAP NOT TO SCALE DRAWING INDEX SHEET DRAWING DESCRIPTION 1 GT101 Cover Sheet 2 GT102 General Information 3 CE101 Site Preparation and TESC Plan 4 CP101 Paving and Channelization Plan NON -BUILDING RELATED PERMITS MISCELLANEOUS: GRA21-0052 - GRADING STM22-0002 - LEVEL 2 STORM SITE ADDRESS 910 9TH STREET SE PARCEL NUMBER STORM SYSTEM DEVELOPMENT CHARGE 1921059181 (ON -SITE AREAS ONLY) TOTAL EXISTING HARD SURFACES = 65,740 SF TOTAL NEW HARD SURACE = 0 SF NET CHANGE = 0 SF TOTAL HARD SURFACE (NEW AND REMAINING EXISTING) = 65,740 SF STORM PERMIT (ON AND OFF -SITE AREA) TOTAL DISTRUBED AREA = 14,000 SF TOTAL NEW AND REPLACED HARD SURFACE = 14,000 SF TOTAL NEW HARD SURFACE = 0 SF EARTHWORK QUANTITIES (ON AND OFF -SITE CUT = 260 CY FILL = 260 CY ITC NEW IMPORT/EXPORT = 0 SF TOTAL EARTHWORK = 520 CY C LEE 01w tl A y wt,w2� ,grsy 4¢' 02/18/2022 WATER SYMBOLS SIGNALIZATION SYMBOLS ABBREVIATIONS LINETYPES SYMBOL SYMBOL EXISTING PROPOSED SURFACE FEATURES: EXIST. PROP. DESCRIPTION EXIST. PROP. DESCRIPTION AC ASPHALT CONCRETE MON MONUMENT CURB/PAVEMENT/SIDEWALK ACP ASPHALT CONCRETE PAVEMENT MPC MIDPOINT OF CURVE \\\ \\\ \\\ \\\ \\\ EDGE ASPHALT PAVEMENT ® S WATER METER ® 0 m B 0 e JUNCTION BOXES (TYPE 1, 2, 8) AP ANGLE POINT NA NOT APPLICABLE FIRE HYDRANT 3—NOZZLE ® ^ �.,� SIGNAL CONTROLLER APPROX APPROXIMATE NAD NORTH AMERICAN DATUM BUILDING LINE YY yf FIRE HYDRANT 2—NOZZLE �}� Y�-1 STREET LIGHT ASSEMBLY ASPH ASPHALT NAVE) NORTH AMERICAN VERTICAL DATUM ... ASST ASSISTANT NO. NUMBER or NORTH CREEK /DITCH CENTERLINE ® SPRINKLER VALVE BOX TRAFFIC SIGNAL POLE ASSY ASSEMBLY NST NO STEEPER THAN FENCE ® N GATE VALVE GEN. Cr*, TRAFFIC SIGNAL POLE AVE AVENUE NITS NOT TO SCALE VEGETATION LINE W/ LUMINAIRE Be BEGINNING OF CURVATURE NW NORTHWEST BOT BOTTOM P POWER BOW BACK OF WALK PC POINT OF CURVATURE SURVEY: BTWN BETWEEN P.E. PROFESSIONAL ENGINEER SANITARY/STORM SEWER SYMBOLS CB CATCH BASIN RED PEDESTRIAN CENTERLINE CDF CONTROLLED DENSITY FILL P.I. POINT OF INTERSECTION — — — — — — — — ROW/PRESCRIPTIVE RIGHTS SYMBOL CHANNELIZATION SYMBOLS CEM. CONIC. CEMENT CONCRETE PNT POINT EXIST. PROP. DESCRIPTION CL, (b CA. CLASS, CENTERLINE POC POINT ON CURB SYMBOL CG CURB & GUTTER PPB PEDESTRIAN PUSH BUTTON UTILITIES: p SANITARY SEWER CLEAN OUT CO CLEANOUT PROP PROPOSED EXIST. PROP. DESCRIPTION — —SS— — — — X" SS SANITARY SEWER SANITARY SEWER MANHOLE CoA CITY OF ABURN PRV PRESSURE REDUCING VALVE STATION ® — — —SD — — — — STORM DRAINAGE (As Labeled in the Plans) � STOP BAR CONST CONSTRUCT, CONSTRUCTION p5 PUMP STATION ❑ STORM DRAIN CATCH BASIN CONT CONTINUED/CONTINUOUS PSE PUGET SOUND ENERGY — —FM— — — — SANITARY SEWER (FORCEMAIN) CROSSWALK CRV CURVE PT POINT OF TANGENT ® STORM DRAIN MANHOLE C IIIIIIII CSBC CRUSHED SURFACING BASE COURSE PVC POLYVINYL CHLORIDE or W WATER (As Labeled in the Plans) CSTC CRUSHED SURFACING TOP COURSE POINT OF VERTICAL CURVATURE — — —G — — — — GAS O STORM DRAIN CLEAN OUT LEFT TURN ARROW CTL BASELINE CONTROL POINT, CONTROL PVI POINT OF VERTICAL INTERSECTION BP— — — POWER (BURIED) DBW DOUBLE BROKEN WHITE R RADIUS BT TELEPHONE (BURIED) RIGHT TURN ARROW DET DETAIL, DETECTOR/DETECTION LOOPS RJ RESTRAINED JOINT DIA DIAMETER RD ROAD LEFT —STRAIGHT ARROW DR DRIVE REF REFERENCE PROJECT NOTES: DSW DOUBLE SOLID WHITE RPM RAISED PAVEMENT MARKER lr DSY DOUBLE SOLID YELLOW RT RIGHT 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S Wl GAS/POWER/TELEPHONE SYMBOLS III lu ONLY DWG DRAWING R/W, ROW RIGHT OF WAY REQUIREMENTS AND SPECIFICATIONS. pggp WNi� E EAST, or DISTANCE BETWEEN S, SO. SOUTH STOP PVI & VERTICAL CURVE D, SO STORM DRAIN 2. STANDARD PLANS SHALL BE THE LATEST EDITION AND SPECIFICATIONS SHALL BE 2022 SYMBOL EA EACH S.B. SURFACE BRASS WSDOT/APWA AS MODIFIED BY THE CITY OF AUBURN, INCLUDING AUBURN'S STANDARD EXIST. PROP. DESCRIPTION o • LANE MARKERS TYPE I EC END OF CURVATURE SDMH STORM DRAIN MANHOLE DETAILS. A COPY OF THESE APPROVED PLANS AND APPLICABLE DETAILS SHALL BE ON ID GAS VALVE o • LANE MARKERS TYPE II EL, ELEV ELEVATION SE SOUTHEAST SITE DURING CONSTRUCTION. © POWER VAULT ENGR. ENGINEER SEC SECTION o UTILITY POLE EDP END OF PROJECT, EDGE OF PAVEMENT SO SQUARE 3. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE —CALL EX, EXIST EXISTING SMH SANITARY SEWER MANHOLE (811) FOR UTILITY LOCATIONS. UTILITY POLE ANCHOR PH FIRE HYDRANT SMIC MONUMENT (IN CASE) 0 TELEPHONE VAULT FL FLOW LINE/CURB GUTTER PAN, FLANGE SMON MONUMENT (SURFACE) 4. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL 01 O TELEPHONE MANHOLE FO FIBER OPTIC SS/f S SANITARY SEWER/SIZE IN INCHES SITE STORM WATER RUNOFF BY USING TEMPORARY OR PERMANENT DRAINAGE EROSION/ FOG FACE OF CURB SSCO SANITARY SEWER CLEAN OUT SILTATION CONTROL PROCEDURES. FT FEET/FOOT SSMH SANITARY SEWER MANHOLE G GAS LINE SSW SINGLE SOLID WHITE 5. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE, IT SHALL BE THE CONTRACTOR'S SURVEY SYMBOLS GIS GEOGRAPHICAL INFORMATION SYSTEMS SSY SINGLE SOLID YELLOW RESPONSIBILITY TO DETERMINE THE TRUE DEPTHS AND LOCATIONS OF ALL UNDERGROUND GV GAS VALVE ST STREET UTILITIES. SYMBOL HMA HOT MIX ASPHALT STA STATION SURFACE FEATURES/LANDSCAPING EXIST. PROP. DESCRIPTION HOR HORIZONTAL STD STANDARD HP HIGH POINT S/W SIDEWALK SYMBOL BENCH MARK HT HEIGHT Sv SURVEY LEGAL DESCRIPTION OF PROPERTY: EXIST. PROP. DESCRIPTION HWY. HIGHWAY SW SOUTHWEST ® MONUMENT (IN CASE) IE INVERT ELEVATION SY SQUARE YARD PARCEL C, CITY OF AUBURN BOUNDARY UNE ADJUSTMENT NUMBER BLA16-0008 MAIL BOX IN INCH INCHES TOG TOP OF CURB RECORDED UNDER KING COUNTY RECORDING NUMBER 20161010900002 BEING A SHRUB ® MONUMENT (SURFACE) INT INTERSECTION TSPL TRAFFIC SIGNAL POLE W/ LUMINAIRE PORTION OF THE NW 1/4 OF THE NE 1/4 AND OF THE NE 1/4 OF THE NW 1/4 OF C� ROCKERY 6ts,.,u CONSTRUCTION BASELINE JB, J—BOX JUNCTION BOX TYR TYPICAL SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON. n i SIGN CONTROL POINT L LENGTH OF ARC U/G UNDERGROUND anxios-emi esaroo-aeeo KING COUNTY PARCEL NUMBER LB(S) POUND, POUNDS UP UTILITY POLE ) o SPEED BUMPS/CUSHIONS �� () UPA UTILITY POLE ANCHOR (10 Digit Number) LF LINEAL FOOT/FEET UTILTREE (CONIFER) O VEH UTILITY PROJECT REF: GRA22-0052 o PROPERTY CORNER LOC LOCATION VEH VEHICLE TREE (DECIDUOUS) LP LOW POINT W WEST, WATER, WATER SERVICE THESE PLANS ARE APPROVED FOR o— WOOD/ME7AL FENCE LT LEFT WA WASHINGTON CONFORMANCE WITH THE CITY OF AUBURN'S CHAINUNK FENCE MAX MAXIMUM W/ NTH PROJECT BENCHMARKS REQUIREMENTS. MIS MAILBOX WSDOT WASHINGTON STATE DEPARTMENT r---� MH MANHOLE OF TRANSPORTATION Horizontal Datum: NAD 83-91 (Washington North Zone) APPROVED BY L—J EXISTING BUILDING MIC MONUMENT IN CASE WV WATER VALVE Vertical: NAVD 88 DAT Z rE APPROVED: 3.16.2022 MIN MINIMUM COA PT 0 NORTHING FASTING ELEVATION DESCRIPTION 1 112591.97 1296965.75 101.57 SCRIBED X STREET WATER TRAFFIC SEWER SIGN WIRE CHANNELIZATION CONSTRUCTION NOTES 3 112557..42 129708 .93.9101.52 SCRIBED X 99 99 99 99 99 ® gg CONSTRUCTION SEQUENCE: 2 1126 5712976 101.52 SCRIBED X reconstruction conference. 809-006 112855.58 1296035.63 SURFACE BRASSIE DETAIL CALL OUT 1. Attend P 910-001 112578.85 1296677.33 100.60 SURFACE BRASSIE DETAIL NUMBER AA WIN2. Install TESC measures. 910-007 112855.04 1296682.72 SURFACE BRASSIE REF. DRAG SHEET NUMBER 99 3. Site preparation and remove obstructions and existing pervious concrete pavement as shown on Plans 4. Prepare subgrade. 5. Pave main drive with HMA. & Channelizalion. 7. Remove TESC measures and site clean up. 8. Final inspection. BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 No. Date Revision PROJECT NO. BY: DATE: REVIEWED BY COMMUNITY CENTER PARKING LOT IMPROVEMENTS Designed LC 01/1521 yp� PROJECT MANAGER: DATE: CP21 1 1 Reviewed KT 21/21/21 �d • * * CONTRACT NO. Approve d ML OS/07/21 .�`r CITY OF f * 22-01 2/18/2022 SCALE: GENERAL NOTES SYMBOLS AND ABBREVIATIONS Signature DRAWING NO. AT FULL CH •*� ` WASHINGTON GT102 (IF NOT, SCALE ACCORDINGLY) t�z1a? Kim Truong, Project Manager SHEET 2 02 File: cvzan-cr.owc /18/2022 OF Q 8TH ST SE (LOCAL) 810 8TH ST SE RIM=100.59 SDCB #910-C2450 RIM=99.21 STA 10+26.75, - - 17.58' LT- 9TH ST SE (LOCAL) N E: N: 112571.11 E: 1296884+33 10+00 BEGIN STA 10+21.86, � 16.48' RT SDCB RIM=', 1A 1921059181 N: 11254503 E: 1297147:50 END SDCB #910-C2455 RIM=100.34 + STA 15+09.031 16.83' LT STA 15+08.55, cleonn nn ��Q °• .a 017.67' RT o0 0o socB g910-czas000'o�¢�°O Cib o� a° ° O RIM=100.96 o II o CQ� °00 V STA 14+74.92, 16.17' RT STA 14+79.42, COA CONTROL #2 31.74' LT SET SCRIBED X 1 e4 STA 14+53.43, STA 14+50.39, 16.39' RT 31.95' LT 0 0 O pQ� STA 14+35.82, S po(i 8 0 °° o o - So 15.61' LT �p Q 08 0 r® 00 e Ilo 13 Po T SDCB #910-C2453 RIM=99.53 4 O IS COA s� \ CONTROL #1 SET O SET SCRIBED % 7SDCB 10-C2451 RIM / RIM= 0.93 STA 10+75.25,1 - o STA 11 22.04, ®O 17 77' LT C1`bY 12.12' LT 8 V � e 70.0600 56.1240 ' N: 112582.6014 E: 1297025.7420 SDMH #910-C118E RIM=100.91 SDCB #910-01122 C2456 RIM=100.92 COA CONTROL #3 SET SCRIBED % 1F��iNIMINI STA 12+90.00, 7.52' LT 91 c jhr STA 11+96.33,) ,g C 8.30' LT T w STA 14+23.31, 12.20' RT 1.555.1 SY /STA 13+87.78, 12.28' RT STA 13+90.58, 15.49' LT — STA 13+80.87, 15.47' LT STA 13+68.94, 12.26' RT CONCRETE WHEEL STOP TYPICAL FOR ENTIRE SITE STA 13+35.97, 15 30' LT STA 13+25 96, 1.80' RT -STA 13+28.03. 12.40' LT SDCB #910-C2454 RIM=99.14 STA 12+90.00, 12.57' LT �Q `N: 112590.9303 E: 1297147.2231 w N: 112582.9321 SSMH #910-02 E: 1297136.9653 RIM=100.73 GENERAL NOTES: 1. PROTECT EXISTING CURBS AND ADJACENT CONCRETE PANELS NOT SHOWN TO BE REMOVED. 2. ALL LANDSCAPING MUST BE PROTECTED. ALL DAMAGED/REMOVED LANDSCAPING SHALL BE REPLACED IN KIND TO MAINTAIN INTEGRITY OF ORIGINAL LANDSCAPING PLAN. 3. NO CONSTRUCTION ACCESS, STAGING, OR STOCKPIUNG IS ALLOWED WITHIN LANDSCAPE AREAS. 4. NO DISCHARGE OF WASTE, SUCH AS CONCRETE SLURRY, OR DEBRIS INTO LANDSCAPE AREAS IS ALLOWED. ALL DEBRIS SHALL BE REMOVED AT COMPLETION OF PROJECT. CONSTRUCTION NOTES: Q REMOVE EXISTING 6" THICK PERVIOUS CONCRETE PAVEMENT. REMOVE 4" THICK OF GRAVEL RESERVOIR BASE COURSE MATERIAL AND COMPACT THE REMAINING 8" TO 95% COMPACTION. LEGEND: wwwwwwa SAWCUT LINE/FULL DEPTH SAWCUT STRAW WATTLE ROLLS SECURED WITH SANDBAGS OR GRAVEL BAGS CONCRETE CURB REMOVAL FULL DEPTH CONCRETE PAVEMENT REMOVAL ® CATCH BASIN INLEr PROTECTION, PER CITY OF AUBURN STANDARD DETAIL E-03.2. PROJECT REF: GRA22-0052 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S REQUIREMENTS. APPROVED BY: DATE APPROVED: 3.16.2022 EXISTING PERVIOUS CONCRETE TING I!E • a •• BASE COURSE(AASKTO NO. 3) NTS 20 10 0 20 40 SITE PLAN TIES IN AREA SCALE IN FEET SCALE: 1" = 20' N PLEASE CALL BURIED IBEFORE YOU DIG 811 o. ate Revision BY: DATE: yam, �y. .>]`r 'R 02/18/2022 1 * * F * A*MR WASHINGTON 1 1 REVIEWED BY PROJECT MANAGER: DATE: COMMUNITY CENTER PARKING LOT IMPROVEMENTS SITE PREPARATION AND TESC PLAN 1 PROJECT NO. 1 Designed Designed LC FILL OUT Reviewed KT FILL OUT 2/18/2022 -Signature Kim Truong, Project Manager 1 2RACT CONTRACT Approved ML FILL OUT SCALE: ONE INCH15 AT FULL S� (IF NOT, SCALE ACCORDINGLY) DRANING N0. CE101 SHEET 3 iOF 4 File: cvzniaF.owc 3 Point Table Point # Northing Easting Elevation 1 112554.32 1296905.94 99.13 2 112571.09 1296908.69 99.65 3 112588.30 1296911.33 100.36 4 112588.22 1296924.68 99.51 5 112570.53 1296923.95 99.89 6 112553.73 1296923.35 99.40 7 112552.62 1296955.52 101.37 8 112570.06 1296956.12 101.13 9 112588.16 1296956.37 100.79 10 112588.64 1296964.62 101.03 11 112572.07 1296967.28 101.07 12 112556.48 1296970.42 101.54 13 112560.45 1296985.85 101.46 14 112574.92 1296983.09 100.99 15 112589.53 1296979.89 101.04 16 112590.37 1296994.31 101.09 17 112577.39 1296996.80 100.92 18 112563.83 1296999.01 101.39 19 112566.62 1297010.40 101.33 20 112579.41 1297008.00 100.86 21 112590.94 1297005.85 101.05 22 112590.93 1297015.80 101.00 23 112581.01 1297016.88 100.82 24 112566.87 1297018.36 101.29 25 112566.92 1297025.74 101.26 26 112582.60 1297025.74 100.77 27 112590.85 1297025.74 100.95 28 112566.53 1297034.20 101.29 29 112582.63 1297034.93 100.73 Point Table Point # Northing Easting Elevation 30 112590.84 1297035.29 100.95 31 112590.84 1297046.52 100.96 32 112582.66 1297045.40 100.67 33 112561.85 1297042.56 101.34 34 112557.79 1297054.89 101.22 35 112582.69 1297054.81 100.63 36 112590.89 1297054.76 100.88 37 112590.95 1297063.25 100.80 38 112582.72 1297063.25 100.59 39 112557.79 1297063.25 101.15 40 112557.78 1297079.24 101.01 41 112582.76 1297079.33 100.51 42 112591.06 1297079.51 100.44 43 112591.07 1297095.32 100.38 44 112582.81 1297095.31 100.43 45 112557.82 1297095.39 100.95 46 112557.85 1297107.06 100.90 47 112582.85 1297106.98 100.43 48 112591.17 1297106.91 100.32 49 112591.26 1297117.06 100.26 50 112582.88 1297117.55 100.43 51 112565.49 1297118.58 100.75 52 112570.52 1297127.86 100.64 53 112582.90 1297123.91 100.43 54 112592.36 1297120.73 100.27 55 112596.20 1297124.62 100.30 56 112582.93 1297136.97 100.50 57 112574.67 1297136.02 100.54 58 112582.44 1297145.07 100.58 NEW CL 1/2" HMA r NEW CRUSHED SURFACING TOP COURSE r NEW I GEOTEXTILE FABRIC r� 8" EXISTING 1 SUBGRADE GEOTEXTILE FABRIC ` EXISTING GRAVEL RESERVOIR BASE COURSE (AASHTO NO. 3) PAVING DETAIL NITS Point Table Point # Northing Easting Elevation 59 112590.93 1297147.22 100.58 60 112599.21 1297127.23 100.31 61 112604.06 1297131.43 100.31 63 112595.22 1297154.23 100.67 64 112605.45 1297158.12 100.76 66 112610.18 1297133.66 100.29 67 112620.17 1297134.62 100.31 68 112620.06 1297147.30 100.65 69 112619.98 1297159.62 100.85 70 112652.20 1297134.89 100.37 71 112652.10 1297147.30 100.73 72 112650.10 1297159.09 101.00 73 112691.99 1297131.86 100.30 74 112691.23 1297147.42 100.65 75 112691.99 1297159.54 100.80 76 112709.62 1297135.51 100.36 77 112711.08 1297147.47 100.62 78 112711.92 1297159.63 100.76 79 112764.08 1297135.61 100.49 80 112764.01 1297147.54 100.70 81 112763.92 1297159.62 100.78 82 112812.04 1297135.88 100.87 83 112811.85 1297147.59 100.88 84 112811.66 1297159.67 100.90 85 112833.21 1297130.65 100.36 86 112833.04 1297147.60 100.41 87 112832.69 1297165.15 100.44 CONSTRUCTION NOTES: Oj INSTALL NEW 6" CL 1/2" HMA OVER 4" CRUSHED SURFACING TOP COURSE, FILTER FABRIC, AND EXISTING 8" GRAVEL RESERVOIR BASE COURSE. EXISTING GRAVEL RESERVOIR BASE COURSE SHALL BE COMPACTED TO 95% MIN. O ADJUST EXISTING UTILITIES TO GRADE PER CITY OF AUBURN STANDARD DETAIL T-05.2. O3 INSTALL NEW CEMENT CONCRETE TRAFFIC CURB PER WSDOT STANDARD PLANS F-10.12-04. CHANNELIZATION NOTES: O INSTALL PLASTIC WHITE CROSSWALK LINE PER WSDOT STANDARD PLAN M-15.10-01. O INSTALL NEW 4" WIDE WHITE PAINT LINE PER WSDOT STANDARD PLAN M-17.10-02. O3 APPLY YELLOW TRAFFIC PAINT ON EXISTING CURB. O INSTALL "FIRE LANE - NO PARKING` IN 4" WIDE YELLOW PAINT STROKE LETTERING SHALL BE IN BLOCK LETTERS OF 24" HIGH AND 12" WIDE, PLACED 8" FROM FACE OF CURB. LEGEND: NEW CL 1/2" HOT MIX ASPHALT NEW TRAFFIC CURB NEW/REFRESH YELLOW PAINTED CURB 1 Desioned I LC I FILL OUT 1 ONE INCH AT FULL SCALE (IF NOT, SCALE ACCORDINGLY) =Ile: CP21 11aP.DWc RIM=99.01 APPROVED BY: 20 10 0 20 40 SITE PLAN DATE APPROVE SCALE IN FEET SCALE: 1" = 20' N REVIEWED BY PROJECT MANAGER: I DATE: 2/18/2022 79ignature Kim Truong, Project Manager #910-C2460 00.96 I LF LF 1,555.1 SY ;2454 GRA22-0052 RE APPROVED FOR WITH THE CITY OF AUBURN'S BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 COMMUNITY CENTER PARKING LOT IMPROVEMENTS PROJECT N0. CP2111 2-01 PAVING PLAN JDRA"NG