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HomeMy WebLinkAboutCP2101 - AS BUILT PLANSCITY OF .L/ )*WWASHINGTON PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington VICINITY MAP O SCALE: 1'- 2500' CITY OF AUBURN KING & PIERCE COUNTIES, WASHINGTON 2023 LOCAL STREET PRESERVATION PROJECT SITE 5 ALLEY EAST OF Auburn Way North SITE 6 L ST SE SITE 2 13th ST SE SITE 3 14th ST SE SITE 4 17th ST SE SITE 1 OLYMPIC ST SE RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS INSPECTOR: I DATE PROJECT COMPLETE: 01.17.2025 :ITY OFFICIALS Nancy Backus Mayor Ingrid Gaub, P.E. Public Works Director Jacob Sweeting, P.E. City Engineer Aleksey Koshman Project Engineer PROJECT NO. CP2101 CONTRACT NO. 24-05 DRAWING INDEX SHEET DRAWING DESCRIPTION 1 GTO01 COVER SHEET WITH VICINITY MAP k SHEET INDEX 2 GN001 LEGEND, ABBREVIATIONS, AND PROJECT NOTES 3-4 W101—W102 SURVEY CONTROL PLAN 5-7 Spill—SP113 SITE 1 SITE PREP AND TESC 8 SP121 SITE 2 SITE PREP AND TESC 9 SP131 SITE 3 SITE PREP AND TESC 10-13 SP141—SP144 SITE 4 SITE PREP AND TESC 14 SP151 SITE 5 SITE PREP AND TESC 15 SP161 SITE 6 SITE PREP AND TESC 16 CX301 ROADWAY SECTIOINS 17-19 CP111—CP113 SITE I PAVING PLANS 20 CP121 SITE 2 PAVING PLAN 21 CP131 SITE 3 PAVING PLAN 22-25 CP141—CP144 SITE 4 PAVING PLANS 26 CP151 SITE 5 PAVING PLAN 27 CP161 SITE 6 PAVING PLAN 28 CR251 SITE 5 ROADWAY PROFILE 29 UD111 SITE 1 STORM PLAN AND PROFILE 30 UD121 SITE 2 STORM PLAN AND PROFILE 31 UD131 SITE 3 STORM PLAN AND PROFILE 32 UD151 SITE 5 STORM PLAN AND PROFILE 33 UD161 SITE 6 STORM PLAN AND PROFILE 34-35 CG511—CG512 SITE 1 CURB RAMP GRADING DETAILS 36 CG521 SITE 2 CURB RAMP GRADING DETAILS 37 CC531 SITE 3 CURB RAMP GRADING DETAILS 38-39 CG541—CG542 SITE 4 CURB RAMP GRADING DETAILS 40 CG561 SITE 6 CURB RAMP GRADING DETAILS 41 CD101 DRIVEWAY PLANS AND PROFILES 02115124 CITY OF AUBURN APPROVALS THIS PLAN SET FOR PROJECT CP2101, SHEETS JACOB SWEETING, P.E. City Engineer TO 41 , ARE APPROVED FOR CONSTRUCTION BY: 02/16/2024 Date CP2101 CONTRACT NO. 24-05 DRAWING N0. GTO01 Nek ey Koehman, P.E. e%rw-r 2/15/2024 SHEET 1 Project Date OF 41 i WATER SYMBOLS SIGNALIZATION SYMBOLS ABBREVIATIONS LINETYPES EXIST. PROP, DESCRIPTION SYMBOL EXISTING PROPOSED: SURFACE FEATURES: • BOLLARD EXIST. PROP. DESCRIPTION AC ASPHALT CONCRETE MON MONUMENT CURB/PAVEMENT/SIDEWALK ar O Oro DIPOLE DETECTOR ACP ASPHALT CONCRETE PAVEMENT MPC MIDPOINT OF CURVE t , , , BUILDING LINE THRUST BLOCK ������������������� AP ANGLE POINT NA NOT APPLICABLE ® ® WATER METER QUADRAPOLE DETECTOR APPROX APPROXIMATE NAD NORTH AMERICAN DATUM " ' CREEK / DITCH CENTERUNE -6- -6- FIRE HYDRANT 3-NOZZLE ® m 9 0 0 JUNCTION BOXES (TYPE I, II, III) ASPH ASPHALT NAVD NORTH AMERICAN VERTICAL DATUM _X_X_ _X_X_ FENCE l7 t7 FIRE HYDRANT 2-NOZZLE b' 41114 PEDESTRIAN PUSHBUTTON ASS7 ASSISTANT NO. NUMBER or NORTH GUARD RAIL POST W/ PUSHBUTTON ASSY ASSEMBLY NST NO STEEPER THAN RAILROAD fL ® SPRINKLER VALVE BOX PEDESTRIAN SIGNAL HEAD AUX AUXILIARY NTS NOT TO SCALE RETAINING WALL ® m SIGNAL CONTROLLER AVE AVENUE NW NORTHWEST ke ® SPRINKLER HEAD AWS AUBURN WAY SOUTH O.C. ON CENTER _ _ _._ _,_ LEI ® SIGNAL LOAD CENTER BC BEGINNING OF CURVATURE OH/INT OVERHEAD INTERCONNECT _ RIVERBANK/SHORELINE DQ N GATE VALVE GEN. - _VEGETATION O �-£ �* STREET LIGHT ASSEMBLY BM BENCH MARK P POWER T BLOW -OFF VALVE (D O� TRAFFIC SIGNAL POLE END BEND PC POINT OF CURVATURE BOP BEGINNING OF PROJECT/PAVEMENT PCC POINT OF COMPOUND CURVATURE a JI BUTTERFLY VALVE �-� TRAFFIC SIGNAL POLE BOT BOTTOM P.E. PROFESSIONAL ENGINEER SURVEY. T4 CHECK VALVE W/ LUMINAIRE BOW BACK OF WALK RED PEDESTRIAN — CENTERLINE �.., TRAFFIC SIGNAL BTWN BETWEEN P.I. POINT OF INTERSECTION es 85 CONTOUR K> M PLUG VALVE SUPPORT POLE CB CATCH BASIN PNT POINT --0- --� VEHICLE SIGNAL HEAD — — — — — — — — — — — — — — EASEMENT (PERMANENT) CAP/PLUG COF CONTROLLED DENSITY FILL POB POINT OF BEGINNING VEHICLE SIGNAL HEAD CEM. CONC. CEMENT CONCRETE POC POINT ON CURB — — — — — — — — — — — — — EASEMENT (TEMPORARY) # COUPLING 4 W/ ARROW INDICATOR CIL, ¢ CA. CLASS, CENTERUN POE POINT OF END -- -- PROPERTY UNE F-C HE ADAPTER, (FLzMJ). CG CURB & GUTTER PPB PEDESTRIAN PUSH BUTTON _ _ _ _ RIGHT—OF—WAY D P. CHANNELIZAT ON SYMBOLS CO CITY OF 7 PRC POINT OF REVERSED CURVATURE _ _ _ _ _ _ REDUCER PROP PROPOSED CoA CITY OF ABURN I CLAIM PRESCRIPTIVE RIGHTS IIK IK PRV PRESSURE REDUCING VALVE STATION TAPPING TEE &VALVE, (FLxMJ) SYMBOL CONN CONNECT PROP. DESCRIPTION CONST CONSTRUCT, CONSTRUCTION PS PUMP STATION EXIST. VERTICAL BEND (FL) CON7 CONTINUED/CONTINUOUS PSE PUGET SOUND ENERGY UTILITIES: J�E 3�1 STOP BAR COR CORNER PSF POUNDS PER SQUARE FOOT X" SS X'. SS SANITARY SEWER (SIZE IN INCHES) VERTICAL BEND (MI CRV CURVE PT POINT OF TANGENT SANITARY/STORM SEWER SYMBOLS OR OR CROSSWALK CSBC CRUSHED SURFACING BASE COURSE PVC POLYVINYL CHLORIDE or X" SD X" SD STORM DRAINAGE (SIZE IN INCHES) POINT OF VERTICAL CURVATURE I'TTT�T� IIIIIIII CSTC CRUSHED SURFACING TOP COURSE SSFM SANITARY SEWER (FORCEMAIN) EXIST, PROP, DESCRIPTION CTL PA POINT OF VERTICAL INTERSECTION BASELINE CONTROL POINT, CONTROL X" W X..X" W W WATER LEFT TURN ARROW DEW DOUBLE BROKEN WHITE PVT POINT OF VERTICAL TANGENT X" G X" G GAS ® SANITARY SEWER CLEAN OUT DET DETAIL, DETECTOR/DETECTION LOOPS R RADIUS SANITARY SEWER MANHOLE RIGHT TURN ARROW DI DUCTILE IRON RD ROAD OP OP POWER (OVERHEAD) Q Q DDIAMETER BP BP POWER (BURIED) (As Labeled In the Plans) DR REF REFERENCE DRIVE RPM RAISED PAVEMENT MARKER ❑ ❑ STORM DRAIN CATCH BASIN LEFT —STRAIGHT ARROW DSW DOUBLE SOLID WHITE RR RAILROAD OTv OTV CABLE TELEVISION (OVERHEAD) STORM DRAIN MANHOLE DSY DOUBLE SOLID YELLOW RT RIGHT BTV BN CABLE TELEVISION (BURIED) ONLY R/W, ROW RIGHT OF WAY (As Labeled In the Plans) r1 E EAST, or DISTANCE BETWEEN S, so. SOUTH OT OT TELEPHONE (OVERHEAD) ® ® STORM DRAIN CLEAN OUT EA k� SCHOOL PM & VERTICAL CURVE D. SO STORM DRAIN BT BT TELEPHONE (BURIED) STORM DRAIN CULVERT �I�I STOP EA EACH SE MH SOUTHEAST SECMANHOLE u I11 EC END OF CURVATURE SEC SECTION ENGR. EL, R. ENGINEER ELEVATION BICYCLE LANE SO SQUARE PROJECT NOTES: ,(� y1SHT SHEET GAS/POWER/TELEPHONE SYMBOLS l} t7H HANDICAP SYMBOL EDP END OF PROJECT, EDGE OF PAVEMENT SIG SIGNAL ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND EVP EMERGENCY VEHICLE PREEMPTION SPECIFICATIONS. EXIST, PROP, DESCRIPTION EX, EXIST EXISTING SANITARY SEWER MANHOLEISTING SMIC MONUMENT (IN CASE) 2. STANDARD PLANS SHALL BE THE LATEST EDITION AND SPECIFICATIONS SHALL BE 2024 WSDOT/APWA e RAILROAD CROSSING FCA FLANGE COUPLING ADAPTOR 117 GAS VALVE R SMON MONUMENT (SURFACE) AS MODIFIED BY THE CITY AUBURN, INCLUDING A N'S STANDARD DETAILS, A COPY OF THESE FH FIRE HYDRANT SS/f S SANITARY SEWER/SIZE IN INCHES APPROVED PLANS AND APPLICABLE DETAILS SHALL BEEOON SITE DURING CONSTRUCTION. © © POWER VAULT o • FL FLOW LINE/CURB GUTTER PAN, FLANGE LANE MARKERS TYPE I SST STAINLESS STEEL 3. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (811) FOR UTILITY -0- -0- FO FIBER OPTIC UTILITY POLE SSW SINGLE SOLID WHITE LOCATIONS. • LANE MARKERS TYPE II FOG FACE OF CURB SSY SINGLE SOLID YELLOW E— F UTILITY POLE ANCHOR 4. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE AI REQUIRED ON CONTROL ON -SITE STORM WATER SURVEY SYMBOLS FT FEEGAS LIE ST STREET RUNOFF BY USING TEMPORARY OR PERMANENT DRAINAGE EROSION/ SILTATION CONTROL PROCEDURES. 0 o TELEPHONE VAULT G GAS LINE STA STATION Oi OT SYMBOL GIS GEOGRAPHICAL INFORMATION SYSTEMS STD STANDARD 5. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TELEPHONE MANHOLE EXIST. PROP. DESCRIPTION GV GAS VALVE S/W SIDEWALK TO DETERMINE THE TRUE DEPTHS AND LOCATIONS OF ALL UNDERGROUND UTILITIES. HMA HOT MIX ASPHALT SV SURVEY SURFACE FEATURES/LANDSCAPING ° ANGLE POINT HOR HORIZONTAL SW SOUTHWEST + } BENCH MARK HP HIGH POINT TMH TELEPHONE MANHOLE HT HEIGHT TSPL TRAFFIC SIGNAL POLE W LUMINAIRE EXIST. PROP. EMBANDESCRKMENTIONT O BLOCK CORNER HWY. HIGHWAY TV TELEVISION EMBANKMENT o IRON PIPE IE INVERT ELEVATION TYP. TYPICAL -MB MAIL BOX IN INCH/INCHES U/G UNDERGROUND SHRUB B MONUMENT (IN CASE) INT INTERSECTION UP UTILITY POLE ® MONUMENT (SURFACE) INTER INTERCONNECT CABLES UPA UTILITY POLE ANCHOR C CJGY ROCKERY JB, J-BOX JUNCTION BOX UTIL UTILITY RIP RAP + SECTION CORNER MONUMENT K RATE OF VERTICAL CURVE VER7 VERTICAL a i SIGN ® a SOIL BORING L LENGTH OF ARC VEH VEHICLE LB(S) POUND, POUNDS W WEST, WATER, WATER SERVICE TREE (CONIFER) „n A xw ♦ AERIAL MAPPING CONTROL POINT LED LIGHT EMITTING DIODE WA WASHINGTON Q Q TREE (DECIDUOUS) LF UNEAL FOOT/FEET W/ WITH ( ) oa. ,a BJctt+a CONSTRUCTION BASELINE XI X YARD LIGHT CONTROL POINT LOG LOCATION WSDOT WASHINGTON STATE DEPARTMENT LP LOW POINT OF TRANSPORTATION 0 HATCH (CEMENT CONCRETE) • ANGLE POINT LT LEFT WWF WELDED WIRE FABRIC ® HATCH (GRAVEL) ° -"°'- KING COUNTY PARCEL NUMBER LUMIN LUMINAIRE WV WATER VALVE (10 Digit Number) MAX MAXIMUM MB MAILBOXA V ^ -BUILT L J EXISTING BUILDING CONSTRUCTION NOTES �STR^EET WATER STORM SEWER TESC DEMO CHANN MH MANHOLE C Z-� �J ❑1 O Cl) MIN MINIMUM MJ MECHANICAL JOINT DETAIL CALL OUTDETAIL NUMBER BURIED UTILITIES IN AREA uD[m REFERENCED DRAWING PLEASE CALL BEFORE YOU DIG 811 No. Date: Revision: Completed By: BY DATE: REVIEWED BY PROJECT NO. a. LEI 2023 LOCAL STREET PRESERVATION PROJECT Designed CDA 02/09/2024 PROJECT MANAGER: b9 aY ♦ kG CP ACT N Reviewed NOA 02/09/2024 * * * om9e'.q' ,yr� AUBURN, WA CONTRACT No. APPmved RJL O2J09/2024 CITY OF SCALE: Sla9nat rem Dat 4 STANDARD PLAN 2VANG DRANING N0. 1cpff ONE INCH y 16015tM1 Avenue, Suite 1600 208 AT FU~SC�ALE WASHINGTON Seattle, WA 98101 a�,6,�,. LEGEND , ABBREVIATIONS, AND PROJECT NOTES GN001 m66zz68zz ALEKSEY KOSHMAN, P.E. �sTsxei. ' (IF NOT, SCALE ACCORDINGLY) SHEET 2 www.kpM.wm File:m„o�«�i 02/35/24 OF 41 SURVEY DATA PROJECT BENCHMARKS IV Horizontal Datum: HAD 83-91 (Washington North Zone) Vertical: NAVD 88 HORIZONTAL DATUM = NAD83(1991) WASHINGTON STATE NORTH ZONE, 4601 BASIS OF BEARINGS STATEMENT. BEARINGS AND COORDINATES FOR THIS DRAWING ARE BASED ON GNSS RTK OBSERVATION ON THE SURVEY CONTROL LISTED. N THE BEARING FROM COA MON 1210-032 TO 1210-021 = S 01'06.40" W SCRIBED CONTROL #7 SCR BED X it MON 1210-026 I - I II � I II MON 1210-027 II COA CONTROL #8 i SCRIBED X 1 i 1 IMON 1210-028 1 MON 1210-629 \X{ I v\- MON 1210-030 �' MON 1210-031 CONTROL #9 �I SCRIBED X I SITE 1 PLAN NITS COA CONTROL #14 t SCRIBED X -- -------L----- COA CONTROL #16 ---� SCRIBED X IF 13TA STREET SOUTHEASaT a ------I r---�- ----- --� W - ---- COA MCROL #15 N I I I SCRIBED % I O N W I COA CONTROL #12 L_ SCRIBEDW _ -_-- N 14TH STREET SOUTHEAST - ----- -- � �r N 03 Q 2 COA CONTROL /14 SCRIBED X ON 909-000 COA CONTROL #11 SCRIBED X 14TH STREET SOUTHEAST , I I � I I I I � I I SITE 2 & 3 PLAN NTS SURVEY DATA PROJECT BENCHMARKS Horizontal Datum: HAD 83.91 (Washington North Zone) Vertical: NAVD 88 HORIZONTAL DATUM = NAD83(1991) WASHINGTON STATE NORTH ZONE, 4601 BASIS OF BEARINGS STATEMENT: BEARINGS AND COORDINATES FOR THIS DRAWING ARE BASED ON GNSS RTK OBSERVATION ON THE SURVEY CONTROL LISTED. THE BEARING FROM COA MON 909-003 TO 909-004 = S 00408'18" W VERTICAL DATUM = NAVD88 BASIS OF ELEVATIONS STATEMENT FOR THE PURPOSES OF THIS DRAWING ELEVATIONS ARE BASED ON LEVELS HOLDING CONTROL POINT COA MON 909-004 EL- 97.40 COA SURVEY CONTROL POINT LIST MON 1012-010 MON 1012-005 MON 1012-011 COA CONTROL #2 SCRIBED X SCR OQA CONTROL #3 FSCRIBED X R � MON 1012-009 ` COA CONTROL #5 SCRIBED X COA CONTROL #4 SCRIBED X 0- COA CONTROL #1- SCRIBED X MON 1012-002 MON 1012-006 i I COA CONTROL #6 SCRIBED X MON 1012-008 SITE 4 PLAN NTS SURVEY DATA PROJECT BENCHMARKS Horizontal Datum: HAD 83-91 (Washington North Zone) Vertical: NAND 88 HORIZONTAL DATUM = NAD83(1991) WASHINGTON STATE NORTH ZONE, 4601 BASIS OF BEARINGS STATEMENT: BEARINGS AND COORDINATES FOR THIS DRAWING ARE BASED ON GNSS RTK OBSERVATION ON THE SURVEY CONTROL LISTED. THE BEARING FROM COA MON 1012-005 TO 1012-011 = S 71 °22'4T W VERTICAL DATUM = NAVD86 BASIS OF ELEVATIONS STATEMENT FOR THE PURPOSES OF THIS DRAWING ELEVATIONS ARE BASED ON LEVELS HOLDING CONTROL POINT COA MON 912-018 EL= 279.19 COA SURVEY CONTROL POINT LIST VERTICAL DATUM =NAVD88 COA PT NORTHING EASTING ELEVATION DESCRIPTION COA PT# NORTHING EASTING ELEVATION DESCRIPTION 909-003 11097448 1294630.99 MIC AT 14TH BE AND B ST BE 1 110005.58 1303234.86 282.88 SCRIBED X BASIS OF ELEVATIONS STATEMENT: 909-004 111545.90 1294632.37 97.40 SB AT 12TH BE AND B ST BE 2 109995.03 1302836.21 281.69 SCRIBED X FOR THE PURPOSES OF THIS DRAWING ELEVATIONS ARE BASED ON LEVELS HOLDING CONTROL POINT COA 11 111059.95 1294160.59 97.41 SCRIBED X 3 109805.03 1302297.89 281.65 SCRIBED X MON 1211-008 EL=145.32 12 111088.64 1294399.93 97.86 MAG NAIL 4 109621.32 1301986.49 282.56 SCRIBED X 13 111103.5B 129464880 9914 SCRIBED 5 109461.36 1302081.36 281.65 SCRIBED 14 11130342 1294604.75 9875 SCRIBED 6 109534.52 1302327.96 280.29 SCRIBED COA SURVEY CONTROL POINT LIST 15 16 111236.72 1294423.37 111233.97 1294157.11 9817 SCRIBED X 97.35 SCRIBED X 1012-002 110011.08 1303217.74 MIC AT DOGWOOD ST BE AND 17TH ST BE 1012-005 110016.61 1302857.16 MIC PI ON 17TH ST BE 1012-006 109788.58 1302316.82 MIC AT 17TH DR BE AND 17TH ST BE COA PT # NORTHING EASTING ELEVATION DESCRIPTION 1012-008 109480.40 1302210.27 MIC PC ON 17TH DR BE 7 104801.29 1298686.58 141.38 SCRIBED X 1012-009 109482.64 1302104.29 MIC PT ON 17TH DR BE 8 10440761 129869640 13911 SCRIBEDX 1012-010 109626.00 1302006.84 MIC PC ON iTTH DR BE 1012-011 109721.10 1302080.09 MIC PT ON 17TH DR BE 9 104112.75 1298669.81 138.78 SCRIBED X 1210-021 103746.75 1298684.94 137.88 SB AT 37TH SE & OLYMPIC ST SE 1210-026 104779.20 1298679.96 SB AT 33RD SE & OLYMPIC ST SE 1210-027 104440.92 1298673.44 SB PC ON OLYMPIC ST SE /� A c 1210-028 104426.28 1298673.16 SB PI ON OLYMPIC ST SE V-BUILT 1210-029 104412.29 1298675.67 SB PT ON OLYMPIC ST SE 1210-030 104312.63 1298693.19 SB PC ON OLYMPIC ST SE 1210-031 104298.36 1298695 68 SB PI ON OLYMPIC ST SE 40 20 0 40 80 1210-032 104283.89 1298695.40 SB PT ON OLYMPIC ST SE BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG SCALE IN FEET 811 No. Date: Revision: Completed By: BY. DATE: REVIEWED BY 2023 LOCAL STREET PRESERVATION PROJECT PROJECT NO. Designed CJO 02J09/2024 PROJECT MANAGER: oY TkQ EI 1 CP2101 * * QTY OF 1cpff b9 �!-aet$ '�oyr 9 s� AUBURN, WA Reviewed MA 02/09/2024 CONTRACT NO. Approved RJL 02J09/2024 * Sl r Date SURVEY CONTROL PLAN 24-05 SCALE: DRANING N0. ONE INCH AT FUU S ♦ WASHINGTON 16015tM1 Avenue, Suite 1600 Seattle, WA 98101 2/0BB '`3ss�1 �' SITE 1 - 4 W101 ALEKSEY KOSHMAN, P.E. 7ONA41 ` (IF NOT, SCALE ACCORDINGLY) 206.622.S822 SHEET 3 www.kpH.wm 02/15/24 OF 41 FM: o�,o.w,o, --------------- COA CONTROL #3 - - 558.3H SB7.35'39"W SCRIBED X COA CONTROL #1 r NAG NAIL i t I CCONTROL #514 SI I i SCRR IBED X I I 7 / COA CONTROL #10 FND R/C 18904 COA CONTROL #8 -_ I _ 04 _- SET NAIL I t J --" ALLEY__- 4� COA CONTROL #16 IIT NAG NAIL COA CONTROL #16 COA CONTROL 9 O MAG NAIL # Z FND R/C 35972 } COA CONTROL #15 COA CONTROL #11 SCRIBED X FND R/ICI 35972 --�--_ MIX1 709-008 7 I o I PARK AVE NE F� - _ ODA CONTROL #5 J t O SITE 5 PLAN NITS SURVEY DATA PROJECT BENCHMARKS IVHorizontal Datum: HAD 83-91 (Washington North Zone) Vertical: NAVD 88 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 FEBRUARY 2022 AND NOVEMBER 2022. THE MONUMENTED CENTERLINE OF AUBURN WAY NORTH FROM COA 709-02 NORTH OF 6TH STREET NE TO PC MON COA 709-026 = N 2505933" E GOA CONTROL #50 SET MAG NAIL \\\111 I I I I I I I I W N I I I I I I fA j I _ II II II I 6TH ST SE I I 6TH ST SE SITE 6 PLAN NTS SURVEY DATA PROJECT BENCHMARKS IVVertical: NAVD 88 Horizontal Datum: HAD 83-91 (Washington North Zone) Vertleal: NAVD 88 HORIZONTAL DATUM = NAD83(1991) WASHINGTON STATE NORTH ZONE, 4601 BASIS OF BEARINGS STATEMENT: BEARINGS AND COORDINATES FOR THIS DRAWING ARE BASED ON GNSS RTK OBSERVATION ON THE SURVEY CONTROL LISTED. THE BEARING FROM COA MON 810-018 TO COA MON 910-008= S 00054'41" E VERTICAL DATUM = NAVD88 VERTICAL DATUM = NAVD88 BASIS OF ELEVATIONS STATEMENT: BASIS OF ELEVATIONS STATEMENT' FOR THE PURPOSES OF THIS DRAWING ELEVATIONS ARE BASED ON CLOSED LOOP DIFFERENTIAL FOR THE PURPOSES OF THIS DRAWING ELEVATIONS ARE BASED ON CLOSED LOOP LEVELS RAN FROM GOA 709-027 ELEVATION=78AI DIFFERENTIAL LEVELS RAN FROM COA MON 910-001 ELEVATION=10060 COA SURVEY CONTROL POINT LIST COA SURVEY CONTROL POINT LIST COAPT# NORTHING EASTING ELEVATION DESCRIPTION COAPT# NORTHING EASTING DESCRIPTION 1 11708356 1295161.05 7811 CPNTMAG 2 117098.99 1295558.14 77.30 CPNT HT 810- 118 114141.96 1298117.82 ENCASED BRASSIE AT 4TH ST SE AND M ST SE 3 117143.43 1295502.01 76.52 CPNTX 910-008 112854.12 1297997.33 ENCASED BRASSIE AT 8TH ST SE AND M ST SE 4 116805.59 1295483.17 78.68 CPNTX 810-049 113511.39 1298007.75 ENCASED BRASSIE AT 6TH ST SE AND M ST SE 5 11680175 129534739 7864 CPNTX 50 11352925 129764397 MAG NAIL 8 11694300 129519654 7744 CPNT NAIL 51 11331598 129764213 MAG NAIL 13 11693801 129505175 7854 CPNT MAG 14 116939.18 1294967.06 77.93 CPNT MAG 15 116930.82 1294899.18 79.60 CPNTX 16 116916.17 1294963.59 78.20 CPNT MAG 614 117040 37 1294989 86 7672 CPNTX 709-027 117165.07 1295007.28 CMON 709-026 117920.86 1295375.74 CMON 709-008 116795.62 1295374.05 ENCASED 31N CIA BRASS WITH PUNCH IN GONG /� C 709-009 11663520 129537137 4"X4" CONCRETE MONUMENT /"� V -BUILT 709-013 116486 15 1295398 91 CMON 709-014 11649879 129569174 CMON 709-028 116818.24 1294927.38 CMON 709-029 116430.23 1294927.53 CMON 40 20 0 40 80 709-030 11694185 129553637 STONE MONUMENT BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG SCALE IN FEET 811 No. Date: Revision: Completed By: BY. DATE: REVIEWED BY 2023 LOCAL STREET PRESERVATION PROJECT PROJECT O. Designed CJO 02/09/2024 PROJECT MANAGER: 0 TEI kQ 1 CP2CT QTYOF * * -v 2$ s 'Fco's'r a mca AUBURN, WA Reviewed NDA OZ09/2024 CONTRACT NO. N ApPmVed RJL 02/09/2024 2/15/2024 Signature Date o SURVEY CONTROL PLAN 24-05 SCALE:1cpff DRANING N0. ONE INCH AT FULL S ♦ WASHINGTON 16015tM1 Avenue, Suite 1609 Seattle, WA 98101 NOBB 8^�1 �4 SITE 5 - 6 W102 ALEKSEY KOSHMAN, P.E. �s7oxeT. � (IF NOT, SCALE ACCORDINGLY) zafi62251D2 SHEET 4 www.kpD.wm 02/15/24 OF 41 Fie: o�,o.w,o, 4 GENERAL NOTES TPN 7794010060 TPN 7794010050 TPN 7794010040 10+44.59, 58.59' LT 3609 OLYMPIC ST SE 3601 OLYMPIC ST SE I 13523 OLYMPIC ST SE 1. LOCATIONS OF EXISTING SUBSURFACE 1 10+60.15, 50.39' LT AUBURN, 98002 10+52.57, 54.35' LT LUMINAIRE AUBURN, 98002 (AUBURN, 98002 UTILITIES ARE APPROXIMATE. CONTRACTOR — sa 3 m m TO VERIFY. 10+49.199 47.87'LT a ^ x - t u) 3 2. ENGINEER SHALL APPROVE SIDEWALK J TP 7794010070 a < REMOVAL LIMITS PRIOR TO CONSTRUCTION. 15 OLYMPIC ST SE ^ �o AUBURN, 98002 3. SEE CP SHEETS FOR PAVING PLANS. 10+69.541 13.87' RT r / 10+69.36, 14 25' LT i 10+85.01, 22.6 LT 4. SEE LID SHEETS FOR STORM PLANS AND 10+41— — _ _ _ _ J L �— O .54, 1398 RT', ,1 10$$70.47, 14. 4' LT - -- - - ---40PROFILES. 10+29.92, 14.02' RT sI� _ + 10+8'�.99, 14.09 LT 5. SEE CG SHEETS FOR CURB RAMP DETAILS. R=23.0' M N 6. SEE CD SHEETS FOR DRIVEWAY PLANS AND 14 i '"""'" - - eeee,ee„eee,eeveevaeeeeee eve,eeee,ee,ee PROFILES. v0v0,0v0v0v0v0v0v0v0,0. 0- 9+50 0 ; I . 10+78.49, 12.66 1-- --- cn 10+75.49, 12.39' LT - - 1z�oo 40 /1I I NO1' 06' 40 OONE P.O.B. 9+50.00' �i�" , 10+75.62 12'26 RT OLYMPIC ST 9E I 5az1Bo W w N: 103696.76 R-23.0' q�` _�10+78.61 12'07 RT CONSTRUCTION NOTES E: 1298683.97 < `""""`"" - „ee,eee„ee,eee„ee,ee „ee„ve,ee ------- „ee,eea„ee,vava,ee,ava,aaa,ave,eve,vo F PRESERVE/ADJUST EXISTING MONUMENT DURING 10+10.35, 25.08 RT — _ _ 1Q CONSTRUCTION. IF ENGINEER DETERMINES LOCATION IS i -,- - - - - _ _ _ _ _ _ _ - g 14 COMPROMISED OR DESTROYED INSTALL NEW MONUMENT PER 9+99.26, 26.70' COA STD DETAIL T-46.3. CONTRACTOR SHALL BE RESPONSIBLE / — — — _"— - - FOR NEW MONUMENT. 10+06.84, 30.87' RT — — — — — — — — — — — _JI 10+09.46, 32.32' — — — — — SITE PREP AND TESC NOTES 9+94.379 55.19' RT TPN 7 94000010 11+15.11, 13.85' RT / 3620 mmPic sr SE 11+15.10, 22.38' RT I STORM DRAIN INLET PROTECTION AURU"`., 98002 TPN 7794000020 TPN 7794000040 TPN 7794000050 TPN 7794000030 3614 OLYMPIC ST 3602 OLYMPIC 02ST SE AUBURN, OLYMPIC 1 PER WSDOT STD PLAN I-40.20-00. 9+89.95, 62.59 ' RT / AUBURN, N, 98 C ST SE 3528 N,98002 ST SE AUBURN, 98002 AUBURN, 98002 3 PROTECT IN PLACE AS NOTED. 9+95.54, 65.95' RT 11 +03.54, 22.37' RT 10+80.47, 22.37' R 1 1 +03.77, 35.00' RT / 10+74.33, 35.00' RT .47, 13.81' RT LEGEND 10+69.569 22.40' RT 10+83 10+41.58, 2.44' RT RIGHT OF WAY / 10+14.09, 35.26' RT I — -- PARCEL / / 10+02.24, 54.80' RT EASEMENT +44-A44-FP REMOVAL OF CURB AND GUTTER -------- SAWCUT PLANING BITUMINOUS PAVEMENT, 2" DEPTH I:1Biel =119W_L1:1-Ll9uNIPDb9Y_\9:11i1:1C1ATG1:71*Y90119PIJIU1:19I:. ® REMOVAL OF CEMENT CONCRETE FLATWORK REMOVAL OF APHALT PAVEMENT ROADWAT EX, INCL HAUL AS -BUILT 20 10 0 20 40 SCALE IN FEET BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 No. Date: Revision: Completed By: BY. DATE: * * CITY OF * ♦ WASHINGTON lcpff 16015tM1 Avenue, Suite 1609 Seattle, WA 98101 za6622.W2 www.kpM.wm REVIEWED BY PROJECT MANAGER: gLe�a Ywe(,,,,..«, 2/15/202q Signature Date ALEKSEY KOSHMAN, P.E. b9 of iEI kQ 3�a�t$ '�oyr Q " y �0 880f618a��0' �stoxei. '` 02/15/24 2023 LOCAL STREET PRESERVATION PROJECT AUBURN, WA SITE PREP AND TESL PLANS SITE 1 OLYMPIC ST SE PROJECT NO. CP2101 1 Designed CJO 02J09/2024 Reviewed MA 02/09/2024 CONTRACT NO. 24-05 ApIamved RJL 02J09/2024 SCALE: ONE INCH AT FULLS (IF NOT, SCALE ACCORDINGLY) DRANING N0. SP111 SHEET OF 41 Fle: �,o,m,�o 4 TPN 7794010040 3523 OLYMPIC ST E AUBURN, 98002 r of of of �o GENERAL NOTES — — — — o_ 1. LOCATIONS OF EXISTING SUBSURFACE (n UTILITIES ARE APPROXIMATE. CONTRACTOR N91 TO VERIFY. W = W 0000°°0000°°o° 2. ENGINEER SHALL APPROVE SIDEWALK to ��- REMOVAL LIMITS PRIOR TO CONSTRUCTION. w J w=_ 3. SEE CP SHEETS FOR PAVING PLANS. N 01 <1 4. SEE UD SHEETS FOR STORM PLANS AND ,0000,,,,,,,,,,, PROFILES. 5. SEE CG SHEETS FOR CURB RAMP DETAILS. 6. SEE CD SHEETS FOR DRIVEWAY PLANS AND PROFILES. — — — CONSTRUCTION NOTES PRESERVE/ADJUST EXISTING MONUMENT DURING CONSTRUCTION IF ENGINEER DETERMINES LOCATION IS 14 COMPROMISED OR DESTROYED INSTALL NEW MONUMENT COA STD DETAIL T-46.3. CONTRACTOR SHALL BE RESPONE FOR NEW MONUMENT. SITE PREP AND TESC NOTES QSTORM DRAIN INLET PROTECTION 1 PER WSDOT STD PLAN 1-40.20-00. LEGEND 73, 22.55' LT TPN 7794010030 TPN 7794010020 TPN 7794010010 3519 OLYMPIC ST SE 3511 OLYMPIC ST SE 3501 OLYMPIC ST SE AUBURN, 98002 AUBURN, 98002 AUBURN, 98002 I I � I 13+40.46, 22.56' LT 13+35.70, 12.62' Lr ,�13+40.471 12.63' LT 3+32.70, 12.62' LT 14,00 NO1' 06' 40.00"E L 13+27.74, 12.62' LT 587.160 OLYMPIC S-- T SE -} r ------- G +36.04, 1 .49' RT — — — — — — \\ 1 14 15+' 13+33.04, 1 .50RT I ' U, TPN 7794000060 TPN 7794000070 TPN 7794000080 3524 OLYMPIC ST SE 3520 OLYMPIC ST SE 3512 OLYMPIC ST SE AUBURN, 98002 AUBURN, 98002 AUBURN, 98002 RIGHT OF WAY PARCEL EASEMENT O-A-0-A*4-hL REMOVAL OF CURB AND GUTTER SAWCUT PLANING BITUMINOUS PAVEMENT, 2" DEPTH 4444 4444 44444444 EDGE PLANE BITUMINOUS PAVEMENT, VARIES 0" TO 2"DEPTH REMOVAL OF CEMENT CONCRETE FLATWORK REMOVAL OF APHALT PAVEMENT TPN 9835400080 3423 OLYMPIC ST SE AUBURN, 98002 - z v is TPN 9835400070 3419 OLYMPIC ST SE AUBURN, 98002 — o + - I Ie o o°o o° 00000,000000°° L°VVI I I Np9. 100.BB 16r00 14 15+66.10 C TPN 77944000090 3502 OLYMPIC ST SE �' AUBURN, 98002 a TPN 7794000100 3422 OLYMPIC ST SE AUBURN, 98002 17+29.79, 22.66' LTi s TPN 9835400060 I _ 3411 OLYMPIC ST SE AUBURN, 98002 17+29.75, 12.74' LT 0 0 - <d _ + I 9, 0.07 i 14 16+81.46 0.67' LT TPN 7794000110 3418 OLYMPIC ST SE AUBURN, 98002 � I < i`' max. mcN A � i `^ 17+35.79, 22.65' 17+35.81, 17 07' LT 17+32.57, 12I �1' LT 00 M °°°°°°°°°°°°°°°°° k,v,v.... V,V°°°°°°°°°°°°°° °°°° 000000 0000„°°o°°°,o °°11111 oo11 CL 1¢ w i�- 378.910 w w t I Z= ------------- 17+27.099 i 12.43' 17+27.WWA ' i fl, RTY RT 1177+95, —1.24� 7 — RT 522237'RRT1739946'RT3917+35.5712 +32.155'T TPN 7794000130 3402 OLYMPIC ST SE AUBURN, 98002 TPN 7794000120 3410 OLYMPIC ST SE AUBURN, 98002 AS -BUILT 20 10 0 20 40 SCALE IN FEET BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 No. Date: Revision: Completed By: BY. DATE: * * CCTV OF * ♦ WASHINGTON 1cpff 16015tM1 Avenue, Suite 1600 Seattle, WA 98101 m6622.W2 www.kpM.wm REVIEWED BY PROJECT MANAGER: g koUl Ko.,Aa.,..,. 2/15/2024 Signature Date ALEKSEY KOSHMAN, P.E. b9 of iEI kQ 3�a�t$ '�oyr o a m � �0 84Of918a��0' �stoxei. '� 02/15/24 2023 LOCAL STREET PRESERVATION PROJECT AUBURN, WA SITE PREP AND TESL PLANS SITE 1 OLYMPIC ST SE PROJECT NO. CP2101 1 Designed CJO 02J09/2024 Reviewed MA 02/09/2024 CONTRACT NO. 24-05 APpmved RJL 02J09/2024 SCALE: ONE INCH AT FALLS (IF NOT, SCALE ACCORDINGLY) DRANING N0. SP112 SHEET OF 41 Fle: �,o,m„o 4 GENERAL NOTES 1. LOCATIONS OF EXISTING SUBSURFACE UTILITIES ARE APPROXIMATE. CONTRACTOR TO VERIFY. 2. FULL DEPTH PAVEMENT REMOVAL SHALL BE A MINIMUM OF 2.0' FROM EDGE OF PROPOSED GUTTER, SEE CP SHEETS FOR ROADWAY PLANS. 3. ENGINEER SHALL APPROVE SIDEWALK REMOVAL LIMITS PRIOR TO CONSTRUCTION. 4. SEE CP SHEETS FOR PAVING PLANS. 5. SEE UD SHEETS FOR STORM PLANS AND PROFILES. 6. SEE CG SHEETS FOR CURB RAMP DETAILS. 7. SEE CD SHEETS FOR DRIVEWAY PLANS AND PROFILES. CONSTRUCTION NOTES PRESERVE/ADJUST EXISTING MONUMENT DURING CONSTRUCTION. IF ENGINEER DETERMINES LOCATION IS 14 COMPROMISED OR DESTROYED INSTALL NEW MONUMENT PER COA STD DETAIL T-46.3. CONTRACTOR SHALL BE RESPONSIBLE FOR NEW MONUMENT. SITE PREP AND TESC NOTES Q3 PROTECT IN PLACE AS NOTED. LEGEND RIGHT OF WAY PARCEL EASEMENT REMOVAL OF CURB AND GUTTER -------- SAWCUT PLANING BITUMINOUS PAVEMENT, 2" DEPTH EDGE PLANE BITUMINOUS PAVEMENT, VARIES O" TO 2"DEPTH REMOVAL OF CEMENT CONCRETE FLATWORK <1 TPN 7794000140 3316 OLYMPIC ST SE AUBURN, 95002 TPN 9835400030 TPN 9835400010 3309 OLYMPIC ST SE 20+34.40, 0.00' 1420 33RD STREET SE 14 W AUBURN, 98002 AUBURN, 98002 N 20+20.03, 47.47' LT 1N 20+11.55, 47.40' LTA o 20+20.08, 37.12' LTA\ \ I IM 19+97.06, 14.02' 19+83.36, 22.80' L 19+83.309 14.03' LT- OLYMPIC ST SF N01. O6' 40.00"E 19+85.74, 10.03' 378.910 19+86.12. 9.76, _ _19+86_27 13 76' RTC 19+86 08 22.29' RT- 19+97.55, 13.75' 20+10.11, 37.41' TPN 7794000150 TPN 7794000170 3308 OLYMPIC ST SE 1440 33RD STREET SE AUBURN, 98002 AUBURN, 98 02 s IRRI T 20+12.20, 46.29' 20+20.70, 46.25' 7.87. 47.59' LT 47.58' LT 20+56.59, 23.27' LT 12, 23.27' LT 20+75 I P.O.E. 20+75.00 N: 104819.79 E: 1298680.75 36.44' RT I � � —�20+51.53, 46.08' FIT AS -BUILT 20 10 0 20 40 SCALE IN FEET BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 No. Date: Revision: Completed By: BY. DATE: CCTV OF ♦ WASHINGTON 1cpff* 16015tM1 Avenue, Suite 1600 Seattle, WA 98101 za•szz s•zz www.kpM.wm REVIEWED BY PROJECT MANAGER: sla9 ature�k• My Dat 4 ALEKSEY KOSHMAN, P.E. b9 of i kQ 9 y� �0 84Of918a��0' �stoxel. �'� 02/15/24 2023 LOCAL STREET PRESERVATION PROJECT AUBURN, WA SITE PREP AND TESL PLANS SITE 1 OLYMPIC ST SE PROJECT 1 O. CP2CT Designed CJO 02J09/2024 Reviewed MA 02/09/2024 CONTRACT NO. N 2VANG ApIamved RJL 02J09/2024 SCALE: ONE INCH AT FULL~ (IF NOT, SCALE ACCORDINGLY) DRANING N0. SP113 SNEET OF 41 Fle: M,01m110 i i I I I I TPN 8581400080 1216 A STREET SE AUBURN, 98002 I 1 21 +68.03, 18.35' LT t I L _j — — — — f 20+57.35, 18.22' LT soft mill 20+57.34, 13.29' RT P.O.B. 20+00.001 044100' N: 111261.38 E: 1294113.26 20+64.940127.64' RT E LEGEND RIGHT OF WAY PARCEL EASEMENT REMOVAL OF CURB AND GUTTER -------- SAWCUT —"--�� TEMPORARY SILT FENCE, PER WSDOT STD. PLAN 1-30.15-02 PLANING BITUMINOUS PAVEMENT, 2" DEPTH REMOVAL OF CEMENT CONCRETE FLATWORK REMOVAL OF ASPHALT PAVEMENT 4 TPN 8581400075 113 13TH ST SE AUBURN, 98002 TPN 8581400050 21 +68 03, 12.87LT 121 13TH ST SE AUBURN, 98002 21+114.96, 9.11' LT 23+34.901 29.83' LT =2+26.059 'LT +30.87, 30.06' LT 09' LT I � .- `'� 22+48.05. 9.08'1 LT 22+52.06, 1 1.42' RT —� I 22+52.06, 12.92' RT- I li I 21+52.73, 27.85' RT GENERAL NOTES 1. LOCATIONS OF EXISTING SUBSURFACE UTILITIES ARE APPROXIMATE. CONTRACTOR TO VERIFY. 2. ENGINEER SHALL APPROVE SIDEWALK REMOVAL LIMITS PRIOR TO CONSTRUCTION. 3. SEE CP SHEETS FOR PAVING PLANS. 4. SEE LID SHEETS FOR STORM PLANS AND PROFILES. 5. SEE CG SHEETS FOR CURB RAMP DETAILS. 6. SEE CD SHEETS FOR DRIVEWAY PLANS AND PROFILES. SITE PREP AND TESC NOTES Qt STORM DRAIN INLET PROTECTION PER WSDOT STD PLAN 1-40.20-00. Q2 REMOVE FEATURE AS NOTED. QPRESERVE AND PROTECT FEATURE AS NOTED. Designed ICJOI 02/09/2024 Reviewed NDA 02/09/2024 APPmved IRJLI 02/09/2024 SCALE: ONE INCH ATFU SLLIp (IF NOT, SCALE ACCORDINGLY) File: m TPN 8581400045 125 13TH ST SE AUBURN, 98002 3 TREE TPN 8581400030 25+07.94, 36.02' ILT 139 13TH ST SE AUBURN, 98002 25+03.94, 36.01' LIr- 23+68.909 29.82' LT 24+89.39, 34.49' LT 24+80.55, 29.56' LT ­� 00' 2.12, 9.7 ' LT LT \ - - 24+20.12, 29.75' LT oAiTO Ao oO 77' IT 24+78.93, 7.00' LT TPN 8581400525 201 13TH ST SE I AUBURN, 98002 li 25+06.93, 29.49' LT P.O.E. 25+75.00, 0.00' 111259.49 E: 1294688.416 +75 /225++05.251 28.1199RT y N N 2GO24+18.79, 28.11' RT 24+78.01, 11.00' RT m I 24+85.18, 28.09' RT 24+23.79, 28.11' RT 25+071379 28.19' RT 25+07.d111, 42.05' RT 24+81.49, 32.72' RT 3 POLE } �, REVIEWED BY 1 PROJECT MANAGER pGAw at KaA,..,.... 2/15/', Signature Date 1601 Sth Avenue, Suite 1600 Seattle, WA 98101 ALEKSEY KOSHMAN, P.E. www.kpM.wm 02115124 20 10 0 20 40 AS -BUILT SCALE IN FEET BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 2023 LOCAL STREET PRESERVATION PROJECT AUBURN. WA SITE PREP AND TESC PLAN SITE 2 13TH ST SE PROJECT NO. CP2101 CONTRACT NO. 24-05 DRANING NO. SP121 SHEET 8 OF 41 4 i I 30+84. 9, 10.85' LT 30+71.59, 30.95' LT 30+62.89, 30.96'1 LT I 3 SIGN N I 1 1 P.O.B. 30+00.00, N: 111079.99 E: 1294109.02 1 30+54.87, 14460' RT 30+6O.h8, 27.20' RT- I 31+13.44, 3b.79' LTI TPN 8581400120 31+131.94, tO.71' LT 1302 A STREET SE AUBURN, 98002 31+42`689 30.46' LT 1P TPN 8581400135 C390 31+4 .62, 17.01' LT 114 13TH ST SE 1 AUBURN, 98002 I / 1 31 51.089 18.49' LT 31+93.189 30.74' LT I I TPN 8581400145 TPN 8581400150 TPN 8581400155 122 13TH ST SE 130 13TH ST SE 134 13TH ST SE AUBURN, 98002 AUBURN, 98002 AUBURN, 98002 ��'nRD DRAN RIBA=9- 51 34+05.65, 30.10' LT I\ 33+99.66, 30.15' LT i 35+22.251 39.80' LT 35+12.52, 39.81' LT-\ TPN 8581400180 1305 B ST SE AUBURN, 98002 34+93.39, 29.58' LT TPN 8551400270 202 13TH ST SE AUBURN, 98002 NJ- w L - N DO 1141 35t 0 P.O.E. 35+50.00, 0.00' I N: 111078.96 E: 1294659.01 TPN 8581400391 201 14TH ST SE AUBURN, 98002 I L I -JLTGLIO, II.VV ml 09TVL.tlL, L/./J RI- J 00./V, /.VV RI- / `35'+ZZ.21 36.46' RT 31+14.12, 27.21RTJ, //�I II I 34+88.909 28.13' RT J� 31+31.62, 27.22' RT J/ - \ 31+39.62, 27.23' RT TPN 1921059047 1404 A STREET SE AUBURN 98002� 31+47.351 12.00 RT 31+54.83, 14,00' RT 31 +54.83, 18.00' RT 31 +66.031 12.00' RT - 31+66.17, 18.00' RT 34+84 62, 7.00' LT 31 +42.65, 10.32' LT 31 +50.771 17.01' LT 31+50.789 15.01' LT 34+78.62 7.00' LT ..................... 34+93.31, 32.70' RT TPN 1921059163 TPN 8581400185 125 14TH ST SE I 142 14TH ST SE AUBURN, 98002 AUBURN, 98002 I � (35+14.72, 136.57' RT SHRUBS 2 GENERAL NOTES SITE PREP AND TESC NOTES LEGEND 1. LOCATIONS OF EXISTING SUBSURFACE RIGHT OF WAY UTILITIES ARE APPROXIMATE. CONTRACTOR 1 STORM DRAIN INLET PROTECTION PER WSDOT STD PLAN 1-40.20-00. PARCEL TO VERIFY. Q^2 REMOVE FEATURE AS NOTED. ------------ EASEMENT 2. ENGINEER SHALL APPROVE SIDEWALK REMOVAL LIMITS PRIOR TO CONSTRUCTION. Q3 PRESERVE AND PROTECT FEATURE AS NOTED. f- - --l-l-fF REMOVAL OF CURB AND GUTTER SAWCUT 3. SEE CP SHEETS FOR PAVING PLANS. -K--- TEMPORARY SILT FENCE, PER WSDOT STD. PLAN 1-30.15-02 4. SEE SHEETS FOR STORM PLANS AND PROFILES. PLANING BITUMINOUS PAVEMENT, 2" DEPTH 5. SEE CG SHEETS FOR CURB RAMP DETAILS. 6. SEE CD SHEETS FOR DRIVEWAY PLANS AND ® REMOVAL OF CEMENT CONCRETE FLATWORK PROFILES. REMOVAL OF ASPHALT PAVEMENT I Designed ICJOI 02/09/2024 Reviewed INDAI 02/09/2024 y;-* APPmved I RJL 1 02/09/2024 CfTY OF �� # SCALE: At pq AT vu s WASHINGTON (IF NOT, SCALE ACCORDINGLY) 1601 Sth Avenue, Suite 1600 Seattle, WA 98101 206.622.6822 www.kpM.wm REVIEWED BY PROJECT MANAGER: Signature Date ALEKSEY KOSHMAN, P.E. 02115124 20 10 0 20 40 AS -BUILT SCALE IN FEET BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 2023 LOCAL STREET PRESERVATION PROJECT AUBURN. WA SITE PREP AND TESC PLAN SITE 3 14TH ST SE PROJECT NO. CP2101 CONTRACT NO. 24-05 DRANING NO. SP131 SHEET 9 OF 41 31+98.78, 11.03' RT I GENERAL NOTES 1. LOCATIONS OF EXISTING SUBSURFACE UTILITIES ARE APPROXIMATE. CONTRACTOR TO VERIFY. 2. ENGINEER SHALL APPROVE SIDEWALK REMOVAL LIMITS PRIOR TO CONSTRUCTION. 3. SEE CP SHEETS FOR PAVING PLANS. 4. SEE UD SHEETS FOR STORM PLANS AND PROFILES. 5. SEE CG SHEETS FOR CURB RAMP DETAILS. 6. SEE CD SHEETS FOR DRIVEWAY PLANS AND PROFILES. ` TPN 7806210140 2411 17TH ST SE AUBURN, 98002 01 TPN 7806210150 C ,t2405 17TH ST SE \ WS+\ AUBURN, 98002 48+01.71, 0.64' RT \ \ \ /V I I I I I V n TPN 7806210160 \ �. 2401 17TH ST SE AUBURN, 98002 ° w / SITE PREP AND TESC NOTES Q2 REMOVE FEATURE AS NOTED. Q3 PRESERVE AND PROTECT FEATURE AS NOTED CONSTRUCTION NOTES PRESERVE/ADJUST EXISTING MONUMENT DURING CONSTRUCTION. IF ENGINEER DETERMINES LOCATION IS 14 COMPROMISED OR DESTROYED INSTALL NEW MONUMENT PER COA STD DETAIL T-46.3 CONTRACTOR SHALL BE RESPONSIBLE FOR NEW MONUMENT. 3H SP7 2 47�oo.0p I Designed ICJOI 02/09/2024 TPN 7806210130 2419 17TH ST SE AUBURN, 95002 4 +77.2% 24.71' LT 48+62.70; 24.71' LT tpH gp6jN 5 OoE PUgURN 9g0 49+87.98, 18.06' RT t UV VVVV vv°vvvv°vv A6"� °vvvvvvv°v °v°°vvvvv III vVVVV VVVUV7v 47+51.93, 25.59' RT I a278 0 47+39.35, 25.06' RT-" 47+25.65, 24.92' RT TPN 7806210380 J402 17TH OR SE AUBURN, 98002 Reviewed INDAI 02/09/2024 * APPmved RJL 02J09/2024 CCTV OF �mmoo # SCALE: E INCH AT vus WASHINGTON (IF NOT, SCALE ACCORDINGLY) 49+56.33, 20.27' RT 49+82.909 TPN 7806210390 2410 17TH DR SE AUBURN, 98002 50+80.94, 24.48' LT j? o 50+76.87, 16.84' LT aP e 50 47.72, 16.88' 1 Tg0 SS SE � SPN 1 OZ 0 Z UO 5 +43.67, 24.66' LT P.O.B 40+00.009 0.00'= P.I 50' 48.44, 0.00' eves N: 109 90.36 oe 111117111, °°°°°°°°°! E: 130 16.89 °o 0+01.78, 0.03' RT I VV7,11, / 40+62.93, 24.98' RT -J (VIVIVIII 40+62.68, 17.5T gp6210g00�O5E °, ° PN 1T1,oo2 MATCH LINE STA. 41 PUg�RN 9e SHEET SP142 REVIEWED BY 1 PROJECT MANAGER QGkoi4Ka4a.,.... 2/15/', Signature Date 1601 Sth Avenue, Suite 1600 Seattle, WA 98101 gLEKSEY KOSHMAN, P.E. 206.622.6822 www.kpM.wm LEGEND RIGHT OF WAY -- PARCEL ------------ EASEMENT ' ' ' ' ' ' " REMOVAL OF CURB AND GUTTER -------- SAWCUT �50+87.101 25.78' RT N50+82.15, 18.20' RT 5250 U NU0 1 40+38.44, 25.14' LT L 40+38.66, 17.57' LT TPN 7806210280 2502 17TH ST SE AUBURN, 98002 .00 EDGE PLANE BITUMINOUS PAVEMENT, VARIES 0" TO 2"DEPTH ® REMOVAL OF CEMENT CONCRETE FLATWORK 02115124 99 20 10 0 20 40 AS -BUILT SCALE IN FEET BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 2023 LOCAL STREET PRESERVATION PROJECT AUBURN. WA SITE PREP AND TESC PLANS SITE 4 17TH ST SE PROJECT NO. CP2101 CONTRACT NO. 24-05 DRANING NO. SP141 SHEET 10 OF 41 4 GENERAL NOTES 1. LOCATIONS OF EXISTING SUBSURFACE UTILITIES ARE APPROXIMATE. CONTRACTOR TO VERIFY. 2. ENGINEER SHALL APPROVE SIDEWALK REMOVAL LIMITS PRIOR TO CONSTRUCTION. 3. SEE CP SHEETS FOR PAVING PLANS. 4. SEE UD SHEETS FOR STORM PLANS AND PROFILES. 5. SEE CG SHEETS FOR CURB RAMP DETAILS. 6. SEE CD SHEETS FOR DRIVEWAY PLANS AND PROFILES. LEGEND — — — RIGHT OF WAY ---- PARCEL ------- EASEMENT 04-11-101 4 4 - F REMOVAL OF CURB AND GUTTER --- SAWCUT \ MATCH 0 I ITSp 000 141 0 III VIV 72.5472.54 OJT __ \ 46+74.12, 10.00' RT TPN 7806210170 PC = 46+ 4.1 I TREE 2 2404 17TH DR BE AUBURN, 98002 w 3 46+74.15, 10.00' LT .40, 24.50' RT 46+42.26, 24.85 RT 46+32.07, 10.00' LT z 2 46+26,049 25.76' RT TPN 7806210430 2415 17TH DR BE 14 46+30.36, 0.28' RT 1 AUBURN, 98002 I 46+32.07, 10.00' RT `$} \ R 2 2 TPN 7806210180 \ \ 45+66.37, 25.44' RT 2410 17TH DR SE AUBURN, 98002 45+50.31, 25.36' RT o° 0 TR 2 I 000° Pp ° TPN 7806210190 2416 17TH DR BE AUBURN, 98002 q Ke1 *:iI_1 Q 1 =1-11to] S II. UDb99_\9quI=101A9_1 Oki 1*YN8[+]Pall11 q 91:: REMOVAL OF CEMENT CONCRETE FLATWORK 8` COCHA (N 8" OFF CHANNEL=277 2e iq FLOW DIRECTION EAST TPN 7806210200 2420 17TH DR BE AUBURN, 98002 X TPN 7806210420 2429 17TH OR BE AUBURN, 98002 \ u 1012 � , RT 43+68.639 10.00' RT- 24' RT I 19 25.06' RT•-q34—- _ 106.39' _ N88.44'41"W a— ——� .75' LT d. II U a I TPN 7806210201 2426 17TH DR BE AUBURN, 98002 SITE PREP AND TESC NOTES — — — 10.00, LT TPN 7806210220 2430 17TH DR BE AUBURN, 98002 QSTORM DRAIN INLET PROTECTION PER WSDOT STD PLAN 140.20-00. 2LREMOVE FEATURE AS NOTED. QPRESERVE AND PROTECT FEATURE AS NOTED. MATCH LINE SHEET STA. 41+00.00 SP141 o TPN 7806210270 BE 0 = N, 9 00 AUBURN, 98002 AUBURN, k °v I I C, � N1 NI N O to TPN 7806210270 17TH DR S 2458 AUBURN, 98002 I -- I °oo 14 42+12.13, 0.02' RT I N 8 TPN /806210260 2452 17TH DR BE 42+11.50, 10.00' RT C 42+11.50 AUBURN, 98002 TPN 7806210410 „ 2437 17TH DR SE AUBURN, 98002 ' 42+11.50, 10.00' LT VIVIVII III / G / IVIVVI / IVIV 7 1771 °°/ TPN 7806210250 / ov 000°° / 2446 17TH DR SE AUBURN, 98002 oov,�111171111V11� IV I / oo \ °° Ro10�0 g00 N XIV \11�i \ _ \ tiT\\ TPN 7806210240 \ \ \ 2442 17TH DR BE 43+68.63, 10. 0' LT AUBURN, 98002 \\ \ TPN 7806210230 \ 2436 17TH DR BE AUBURN, 98002 CONSTRUCTION NOTES PRESERVE/ADJUST EXISTING MONUMENT DURING CONSTRUCTION. IF ENGINEER DETERMINES LOCATION IS 14 COMPROMISED OR DESTROYED INSTALL NEW MONUMENT PER COA STD DETAIL T46.2 CONTRACTOR SHALL BE RESPONSIBLE FOR NEW MONUMENT. 99 20 10 0 20 40 AS -BUILT SCALE IN FEET BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 No. Date: Revision: Completed By: BY. DATE: * * QTY OF *—V,,,.,,„. ♦ WASHINGTON 16015tM1 Avenue, Suite 1600 1cpff Seattle, WA 98101 m6622.W2 www.kpM.wm REVIEWED BY PROJECT MANAGER: 2/15/202gkw4 Signature Date ALEKSEY KOSHMAN, P.E. b9 of iEI kQ 3Vv 'Tco's'r 0 a m� �a 84Of618a��0' �stoxei. '� Oz/is/za 2023 LOCAL STREET PRESERVATION PROJECT AUBURN, WA SITE PREP AND TESL PLANS SITE 4 17TH ST SE PROJECT NO. 1 CP2101 Designed CJO 02J09/2024 Reviewed MA 02/09/2024 CONTRACT NO. 24-05 APPmved RJL 02J09/2024 SCALE: ONE INCH AT FULLS (IF NOT, SCALE ACCORDINGLY) DRANING N0. SP142 SHEET 11 OF 41 File: m„o,,,,,o u) r_ z mm �Nt 01 0I TPN 7806210100 2501 17TH ST SE AUBURN, 98002 TPN 7806210280 2502 17TH ST SE AUBURN, 98002 � Lcll, N + TPN 7806210090 TPN 7806210080 2507 17TH ST SE 2513 17TH ST SE AUBURN, 98002 AUBURN, 98002 51 +62.40, 10.00' LT 52+35.43, 24.67' LT 52+55.43, 24.71' LT �2+00 — — — —17TH ST SEI /i744 f70j 0� eT°C/V 80 432,p2>69 o� M 6fR�6>�gfEW)F 228 TPN 7806210290 Bg 83 m 2508 17TH ST SE I� AUBURN, 98002 I� m 00S c qO'v fi TPN 7806210300 WEST '02 2514 17TH ST SE AUBURN, 98002 TPN 7806210070 2601 17TH ST SE AUBURN, 98002 N70'19'13"E + _ 441.53' TPN 7806210310 2602 17TH ST SE AUBURN, 98002 TPN 7806210060 2609 17TH ST SE AUBURN, 98002 TPN 7806210320 2610 17TH ST SE AUBURN, 98002 GENERAL NOTES SITE PREP AND TESC NOTES LEGEND 1. LOCATIONS OF EXISTING SUBSURFACE RIGHT OF WAY UTILITIES ARE APPROXIMATE. CONTRACTOR 1 STORM DRAIN INLET PROTECTION PER WSDOT STD PLAN 1-40.20-00. Q PARCEL TO VERIFY. EASEMENT 2. ENGINEER SHALL APPROVE SIDEWALK REMOVAL LIMITS PRIOR TO CONSTRUCTION. 0000000, - REMOVAL OF CURB AND GUTTER — SAWCUT 3. SEE CP SHEETS FOR PAVING PLANS. TEMPORARY SILT FENCE, PER WSDOT STD. PLAN 1-30.15-02 4. SEE LID SHEETS FOR STORM PLANS AND PROFILES. EDGE PLANE BITUMINOUS PAVEMENT, VARIES 0" TO 2"DEPTH 5. SEE CG SHEETS FOR CURB RAMP DETAILS. 6. SEE CD SHEETS FOR DRIVEWAY PLANS AND ® REMOVAL OF CEMENT CONCRETE FLATWORK PROFILES. 99 20 10 0 20 40 AS -BUILT SCALE IN FEET BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 No. Date: Revision: Completed By: BY DATE: REVIEWED BY 2023 LOCAL STREET PRESERVATION PROJECT PROJECT 1 O. Designed MA OZ09/2024 PROJECT MANAGER: ~v9 of LEI CP2CT N Reviewed MA OZ09/2024 * * =Ca�t6 � 'Tco's'r AUBURN, WA CONTRACT NO. APPmved RJL OZ09/2024 CITY OF * QJ<AaaH KNA.... 21/ 5/2024 0 9 y� 24-05 SCALE: Signature Date SITE PREP AND TESC PLANS DRANING N0. ONE INCH ♦ 16015tM1 Avenue, Suite lfi0[1 2/0B8 AT FULLS WASHINGTON Seattle, WA98101 '�0 BBcrscsa4° . SITE 4 SP143 1cpff m6622.W2 ALEKSEY KOSHMAN, P.E. �sToxei. '� (IF NOT, SCALE ACCORDINGLY) SHEET 12 17TH ST SE www.kpM.wm File: m„°,m„o Oz/is/za OF 41 1 TPN 7806210050 1 2615 17TH ST BE t AUBURN, 98002 56+03.75, 10.00', LT 11 TPN 7806210r` 2621 17TH ST SF 1 AUBURN, 98002 56+23.62, 24.41' LT r 56+38.10, 24.34' LT TPN 7806210030 2701 17TH ST SE ,AUBURN, 98002 h I °eves dd°eod::e°°o A"y _ 17TH ST SE o °e1be°ewI A=20453'05" °°°°.°°°°° °.°°.°°°°.°°. 1_ — 7 — _ °°°°° °°°°°°° L=246.04' R=675.00' °°° m vv VVV ➢1 -- °..°° VIIII 'P �1 ^e s ee a 17 .° 55. 01 O Rii�,if/J NIOtt-OOG 77 (M1U)�SW� TR OF C F/ TPN 7806210330 001 a.2^6jigtl9��T SE �FA17BBRNS 9B002 GENERALNOTES 1. LOCATIONS OF EXISTING SUBSURFACE UTILITIES ARE APPROXIMATE. CONTRACTOR TO VERIFY. 2. ENGINEER SHALL APPROVE SIDEWALK REMOVAL LIMITS PRIOR TO CONSTRUCTION. 3. SEE CP SHEETS FOR PAVING PLANS. 4. SEE LID SHEETS FOR STORM PLANS AND PROFILES. 5. SEE CG SHEETS FOR CURB RAMP DETAILS. 6. SEE CD SHEETS FOR DRIVEWAY PLANS AND PROFILES. 4 56+03.75, 10.p0' RT TREE � 55+93.62, 25.09'I RT I 12 19 24.96' RT oll , TPN 7806210340 U 17TH ST Fo AUBURN, 980028E I ml ml ZI SITE PREP AND TESC NOTES TPN 7806210350 2702 17TH ST SE AUBURN, 98002 Q1 STORM DRAIN INLET PROTECTION PER WSDOT STD PLAN 1-40.20-00 Q2 REMOVE FEATURE AS NOTED. Q3 PRESERVE AND PROTECT FEATURE AS NOTED. CONSTRUCTION NOTES PRESERVEIADJUST EXISTING MONUMENT DURING CONSTRUCTION. IF ENGINEER DETERMINES LOCATION IS 14 COMPROMISED OR DESTROYED INSTALL NEW MONUMENT PER COA STD DETAIL T-46.3 CONTRACTOR SHALL BE RESPONSIBLE FOR NEW MONUMENT. I Designed ICJOI 02/09/2024 I I I TPN 7806210020 I 2709 17TH ST SE AUBURN, 98002 57+56.52, 24.94' LT 57+85.45, 24.84' LT Oi do + — 58+00 — 57+39. 25.17' RT — — z 58+49.799 10.00' RT 57+34.79, 25.21' RT i Reviewed INDAI 02/09/2024 ApIamved IRJLI 02/09/2024 CETY OF �� # SCALE: E INCH AT vus WASHINGTON (IF NOT, SCALE ACCORDINGLY) TPN 7806210360 2710 17TH ST BE AUBURN, 98002 1601 Sth Avenue, Suite 1600 Seattle, WA 98101 206.622.6822 www.kpM.mm 59+68.71, 49.81- LT TPN 7806210010 2715 17TH ST SE AUBURN, 98002 799 10.00' LT 3 TREE 59+38.47, 10.00' LT 59+36.05, 16.76' LT 59+29.13, 24.93' LT 11 j 59+38.48, 10.00' RT 59+38.48, 16.77' RT — 59+32.67, 24.79' RT Lt 59+69.54, 37.75' RT N / O 5iq+68.00, 50.41' RT p TPN 78062103 ,. 3 2716 17TH ST BE I 00 AUBURN, 98002 0 59+71.51, 50.38' RT REVIEWED BY PROJECT MANAGER: 96Aw a1 <w4a.,..,. 2/15/', Signature Date ALEKSEY KOSHMAN, P.E. 02115124 iOV 59+71.71. 49.80' LT 59+69.71, 39.10' LT LEGEND 60+10.00* 0.00' N: 110011.42 E: 1303242.09 RIGHT OF WAY PARCEL EASEMENT 0 09 0 s'-a-' 00 REMOVAL OF CURB AND GUTTER -------- SAWCUT PLANING BITUMINOUS PAVEMENT, 2" DEPTH EDGE PLANE BITUMINOUS PAVEMENT, VARIES 0" TO 2"DEPTH ® REMOVAL OF CEMENT CONCRETE FLATWORK REMOVAL OF ASPHALT PAVEMENT 20 10 0 20 40 AS=BUILT SCALE IN FEET BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 2023 LOCAL STREET PRESERVATION PROJECT AUBURN. WA SITE PREP AND TESC PLANS SITE 4 17TH ST SE PROJECT NO. CP2101 CONTRACT NO. 24-05 DRANING NO. SP144 SHEET 13 OF 41 4 1 �{�� FM JBS QI�°'o -SMH #709-86— RIM-78.45 a PVC ,NW)Fq 6HANNELiE=6890 FLOW EAST SD SOMF #709 D14AA [W-78 4' op OP Sp SD SD SD D SDOB b709 D745(PRIVATF) RIM-78 56 12- FVG (N)IF=7516 COA CONTROL#1 MAG NAIL ,F-r = - - - - - - - - 57+54.989 8.12' RT 1 F- 55339' SBP 35'3WW — -- 57+53.84, 12.74' LT �y D 6TH ST NE- _— — --- 57+39.83, 1 1.76' LT —�- - — — -- - — — — — _ — — — — — 57+40.10, 7.00' LT � CB k9D 0 DNIE7308 57+40.93, 8.00' RT—TF C � TPN 9172600085 i TPN 9172600080 316 6TH ST NE 310 6TH ST NE AUBURN, 98002 cola eoLu.: i a L. z AUBURN, 98002 TPN 1821059137 514 AUBURN WAY NORTH AUBURN, 98002 3� 2 J J Q i � 52+06.10, 0.00' LT - / TPN 1821059215 ,I 512 AUBURN WAY NORTH 7 AUBURN, 98002 1 50+35.35, 7.00' LT I A#8 TPN 9172600090 320 6TH ST NE AUBURN, 98002 TPN 9172600095 324 6TH ST NE AUBURN, 98002 TPN 9172600105 TPN 9172600110 TPN 917260010 400 6TH ST NE 406 6TH ST NE AUBURN, URN, 98002 6TH ST NE AUBURN, 98002 AUBURN, 98002 � AUB- I I I � I I 56+02.44, 7.00' LT I I55+90,331 7.00' LT- 50+00 �— — 6=86'46'39° 50+32.49, 8.00' RT TPN 9172600065 335 PARK AVE TPN 9172600070 L-12.12 �PN 9172600040 331 PARK AVE NE AUBURN, 98002NE R=B.00' 504 AUBURN WAY NORTH TPN 9172600060 AUBURN, 98002 14. TA. 55+96.39, 14.02' RT AUBURN, 98002 — — TPN 9172600055 327 PARK AVE NE -I. [mi n 325 PARK AVE NE AUBURN, 98002 - AUBURN, 98002 LEGEND GENERAL NOTES SITE PREP AND TESC NOTES CONSTRUCTION NOTES RIGHT OF WAY 1. LOCATIONS OF EXISTING SUBSURFACE PRESERVE/ADJUST EXISTING MONUMENT DURING UTILITIES ARE APPROXIMATE. CONTRACTOR 1 STORM DRAIN INLET PROTECTION PER WSDOT STD PLAN 1-40.20-00. CONSTRUCTION. IF ENGINEER DETERMINES LOCATION IS — - - — PARCEL TO VERIFY. Q3 PRESERVE AND PROTECT FEATURE AS NOTED. 14 COMPROMISED OR DESTROYED INSTALL NEW MONUMENT PER EASEMENT COA STD DETAIL T-46.3 CONTRACTOR SHALL BE RESPONSIBLE 2. FULL DEPTH PAVEMENT REMOVAL SHALL BE FOR NEW MONUMENT. -/-/-/-H-M REMOVAL OF CURB AND GUTTER A MINIMUM OF 2.0' FROM EDGE OF PROPOSED GUTTER, SEE CP SHEETS FOR ROADWAY -- - - - - -- SAWCUT PLANS TEMPORARY SILT FENCE, PER WSDOT STD. PLAN 1-30.15-02 3. ENGINEER SHALL APPROVE SIDEWALK ®REMOVAL LIMITS PRIOR TO CONSTRUCTION. REMOVAL OF CEMENT CONCRETE FLATWORK 4, SEE CP SHEETS FOR PAVING PLANS. REMOVAL OF ASPHALT PAVEMENT 5. SEE SHEETS FOR STORM PLANS AND PROFILES. ROADWAY EX. INCL HAUL 6. SEE CG SHEETS FOR CURB RAMP DETAILS. N /� c 7. SEE CD SHEETS FOR DRIVEWAY PLANS AND AS-BUIL 20 10 0 20 40 PROFILES. T ROADWAY EX. INCL HAUL (PAVEMENT REMOVAL INCLUDED) 8. SEE SHEET CX301 FOR TYPICAL SECTIONS. SCALE IN FEET BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 No. Date: Revision: Completed By: BY DATE: REVIEWED BY PROJECT NO. Designed eJo ovosrzoza PROJECT MANAGER: 1. LEI 2023 LOCAL STREET PRESERVATION PROJECT CP2101 Reviewed MA 02/09/2024 * * ,�mti9$eYT oe AUBURN, WA CONTRACT NO. APPmved RJL 02J09/2024 CCTV OF2/15/202 SCALE: *1cpff Signature Date 9 s� SITE PREP AND TESC PLAN 2VANG DRANING N0. GNE INCH ♦ 1fi015tM1 Avenue, Suite lfi0[1 2/0B9 AT FULLF WASHINGTON Seattle,WA98101 '�0 84'crscsa4° . SITE 5 SP1 51 m6622.W2 ALEKSEY KOSHMAN, P.E. �stONAL � (IF NOT, SCALE ACCORDINGLY) ALLEY AUBURN WAY NORTH SHEET 14 www.kpM.wm Fie: �,o,m,n 02/15/24 GF 41 LEGEND 3 q9 w 4 RIGHT OF WAY PARCEL P.O.E. 62+20.00, 0.00' EASEMENT N: 113712.21 / /0 0 0 0-44 REMOVAL OF CURB AND GUTTER 62+03.63, 12.00' LT E: 1297649.78 -------- SAWCUT s�MH ps10—C1334� +—x—x--6— TEMPORARY SILT FENCE, PER WSDOT STD. PLAN 1-3015-02 4 M-95.60 12PVC (WE)iE=90,so 62+03.639 12.00' RT 18 PV- ;S)iE=86.180 i E.. .-VC (N)L-86 70 ,/ / / /�� i / / /� PLANING BITUMINOUS PAVEMENT, 2' DEPTH SIDEWALK REMOVAL I 1 t 1 I 62+02.109 18.09' LT TPN 7116000800 REMOVAL OF ASPHALT PAVEMENT 61 +89.49, 18.12' LT 502 L ST SEAUBURN, 95002 61 +88.49 12.00' LT - _ _ - - ROADWAY EX. INCL HAUL TPN 7116000665 - 503 L ST SE 1 AUBURN, 98002 TPN 7116000805 J 506 L SE AUBURN, 98002 I III f I I I I TPN 7116000660 x 60+60.411 11.00' RT 507 L ST SE AUBURN, 98002 60+60.41, 12.00' RT TPN 7116000816 GENERAL NOTES SITE PREP AND TESC NOTES 1105 6TH ST SE AUBURN, 98002 1. LOCATIONS OF EXISTING SUBSURFACE Qj STORM DRAIN INLET PROTECTION PER WSDOT STD PLAN 1-40.20-00. UTILITIES ARE APPROXIMATE. CONTRACTOR 1 - - 60+58.41, 10.00' RT TO VERIFY. 2. ENGINEER SHALL APPROVE SIDEWALK REMOVAL LIMITS PRIOR TO CONSTRUCTION. 6054.41, 8.00' RT n 3. SEE CP SHEETS FOR PAVING PLANS. 60+54.41, 6.00' LT ',.,y 6 +34.44, 23.28' RT_ _ _ _ 4 SEE UD SHEETS FOR STORM PLANS AND 60+33.35, 34.71' RT �t PROFILES. 60+32.00, 12.00' LT S. SEE CG SHEETS FOR CURB RAMP DETAILS. ` 6. SEE CD SHEETS FOR DRIVEWAY PLANS AND TPN 7116000646 6TH ST SE PROFILES. 1019 6TH ST SE I - - AUBURN, 98002 60+31.35, 34.70' RT 60+31.92, 6.00' LT 60+31.41, 30.68' RT I $ II ow V) In J P.O.B. 60+00.00, 0.00' � E: 1297652.16 I I 20 10 0 20 40 AS -BUILT _ TPN 1821059041 SCALE IN FEET T 1108 6TH ST SE 6TH ST SE AUBURN, 98002 BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 No. Date. Revisions Completed By: BY. DATE: REVIEWED BY PROJECT NO. Designed CJO 02/09/2024 PROJECT MANAGER: 1. LElyx 2023 LOCAL STREET PRESERVATION PROJECT CP2101 Reviewed NDA 02/09/2024 * * 2�y9$°xT�esq� Pyr AUBURN, WA CONTRACT NO. APPmved RJL 02/09/2024 CEIY OF f # 1 yad� 2/15/2024 0 24-05 SCALE: 1cpff Signature Date SITE PREP AND TESC PLAN DftAN1NG N0. GNE INCH ♦ 1fi015tM1 Avenue, Suite lfi0[1 2/0B8 AT FUAT SLLF WASHINGTON Seattle, WA98101 �0 BBerscsa�°. SITE 6 SP161 m6622.W2 ALEKSEY KOSHMAN, P.E. �stONAL v (IFNOT, SCALE ACCORDINGLY) SHEET 1S www.kpM.wm L STREET SE File; m,o,mso 02/15/24 OF 41 i 7.00' R/W m R/W I I FINISHED GRADE EXISTING GRADE I I I I 1 1.5" CSBCC A - L L4" HMA CL 1", PG58H-22 2" HMA CL 1/2", PG 58H-22 SITE 5: 6TH ST NE ALLEY ROADWAY SECTION (STA 50+34.01 TO STA 51+89,171 %e GENERALNOTES 1. SEE CP SHEETS FOR PAVING LIMITS. R/W �T N 8.00, _ _ 8.00, I 7.00' 7.00' 2" HMA CL 1/2", FINISHED GRADE PG 5811-22 EXISTING GRADE 4 HMA CL 1 .OR — PG r 11.5" CSB —_ 2.0X_�—_ — — I— NEW ASPHALT WEDGE CURB, PER COA STD DETAIL T-41.1 SITE 5: 6TH ST NE ALLEY ROADWAY SECTION (STA 51+89.17 TO STA 54+51,60) rB NTS kcpl R/W R/W i 7.00' 1.0011 11.00, EXISTING GRADE 2" HMA CL 1/2", PG 58H-22 4" CSTC 1-------[-_L MA CL-1 PG58H-22 1.OR�IN 8 R/W 8.00' 800, 7.00' T I 7.50' I.0' 12:1 MAX FINISHED GRADE EXISTING GRADE NEW CEMENT CONC. TRAFFIC CURB, PER WSDOT STD DETAIL T-15.2 ---------------- 11.5" GRAVEL BORROW J CSBC L2" HMA CL 1/2", PG 58H-22 SITE 5: 6TH ST NE ALLEY ROADWAY SECTION (STA 54+51.60 TO STA 57+40,50) %C1 FINISHED GRADE 11.00' 2— � 11.5" CSBC NEW ASPHALT WEDGE CURB, PER COA STD DETAIL T-41.1 SITE 6: L ST SE ROADWAY SECTION NTS 4.00' 4" CSTC 1.01, MIN NEW ASPHALT WEDGE CURB, PER COA STD DETAIL T-41.1 AS -BUILT r 3:1 MAX R/W BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 No. Date: Revision: Completed By: DATE: * * CITYOF f * ♦ WASHINGTON kpffslag 16015th Avenue, Suite lfi0[1 Seattle, WA 98101 z%.ezz.fi8zz www.kpH.com REVIEWED BY PROJECT MANAGER: a re Date ALEKSEY KOSHMAN, P.E. b9 of LEI YqG 3�a�t$ � �oyr 9 y� Z/OBB stoxet 'v 02/IS/24 2023 LOCAL STREET PRESERVATION PROJECT AUBURN, WA ROADWAY SECTIONS SITE 5 AND SITE 6 6TH ST NE ALLEY AND L ST SE PROJECT NO. CP Designed CJO CJO OZ0912024 Reviewed NDA OZ09/2024 ACT N CONTRACT NO. 24-05 APpmved RJL OZ09/2024 SCALE: ONE INCH AT FUAT FU S ACCORDINGLY) DRANING N0. CX301 SHEET 1s OF 41 mi,SCALE Flle; �,o,mo, File: 4 GENERAL NOTES 1. MATCH EXISTING SIDEWALK/PAVEMENT AT LIMITS OF CONSTRUCTION. 2. SEE SP SHEETS FOR SITE PREP AND TESC PLANS. 3. SEE LID SHEETS FOR STORM PLAN AND PROFILES 4. SEE CG SHEETS FOR CURB RAMP DETAILS 5. SEE CD SHEETS FOR DRIVEWAY PLAN AND PROFILES LEGEND 6" HMA CL 112", PG 58H-22 ON 4" CSBC 2" HMA CL 1/2", PG 51 OVERLAY CEMENT CONC. SIDEWALK CEMENT CONC. DRIVEWAY SAWCUT ROOT BARRIER, 18" DEPTH T 3609 OLYMPICVST SE 3601 OLYMPIC ST SE I I3523 OLYMPIC�ST S AUBURN, 98002 AUBURN, 98002 (AUBURN, 98002 10+44.59" 58.59' LT 7 - CB# 1 1 1-0 10+55.231, 52.96' T LT n94o1ao7o o I / 1 615 OLYMPIC ST SE - \ AUBURN, 98002 10+56.25 22.36' LT / g 7 z Qi 10+75.65, 0.18' LT 10+85.02, 17.09 LT T I 12 ---- -- — _—_ — —=_—� 10+41.559 16.98' RT - 4 _ - - -, s+w _ 10 a �� P.O.B. 9+50.00 N: 103696.76 0� 14 E: 1298683.97I,,, I ^�2 9+99.26,..26.70' RT "� 10+09.46, 32.32' R 939+91.43, 66.97' RT- 12 / CONSTRUCTION NOTES — _ — 12 p 10+92.01 � 6:83 T�5 — — — 28 23.6' WIDTH 23 7 CB# 111-02 TPN 77940000i 10 3620 OLYMPIC ST SE AUBURN, 98062 TPN 7794000040 TPN 7794000050 3614 OLYMPIC ST SE TPN 7794000020 TPN 7794000030 _ 3602 OLYMPIC ST SE 3528 OLYMPIC ST SE 3608 OLYMPIC ST SE AUBURN, 98002 AUBURN, 98002 AUBURN, 98002 AUBURN, 98002 CHANNELIZATION NOTES SIGNING NOTES O1 CEMENT CONC CURB RAMP TYPE PARALLEL, PER WSDOT STD PLAN F-40.12-03. ®CONSTRUCT CEMENT CONC. TRAFFIC CURB AND GUTTER PAN PER WSOT STD PLAN F-10.16-00 O5 CONSTRUCT CEMENT CONC DRIVEWAY TYPE INLINE DROP APRON (RESIDENTIAL) PER COA STD DETAIL T-35.1. O7 CEMENT CONC SIDEWALK, PER COA STD DETAIL T-15.2. OB CONSTRUCT CEMENT CONC TRAFFIC CURB AND GUTTER, PER WSDOT STD PLAN F-10.12-04. 12 ADJUST EXISTING JUNCTION BOX TO GRADE, PER COA STD DETAIL T-05.2. PRESERVEIADJUST EXISTING MONUMENT DURING CONSTRUCTION. IF ENGINEER DETERMINES LOCATION IS 14 COMPROMISED OR DESTROYED INSTALL NEW MONUMENT PER COA STD DETAIL T-46.3 CONTRACTOR SHALL BE RESPONSIBLE FOR NEW MONUMENT. 16 HMA RAMP WITH DETECTABLE WARNING SURFACE 23 ADJUST EXISTING MANHOLE TO GRADE, PER STD DETAIL T-05.2. 28 INSTALL ROOT BARRIER, 18" DEPTH. OPLASTIC 24" SOLID WHITE STOP BAR PER COA STD DETAIL T-37. ( EXISTING SIGN(S) TO REMAIN, PROTECT IN PLACE. (: REMOVE SIGN(S) AND SALVAGE TO M&O. Q REMOVE POST. © INSTALL NEW SIGN POST PER COA STD DETAIL T-26 12 INSTALL NEW NO PARKING ANY TIME SIGN R7-102. 20 10 0 20 40 AS -BUILT SCALE IN FEET BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 No. Date: Revision: Completed By: BY. DATE: * * CITY OF f * ♦ WASHINGTON 1cpff 16015th Avenue, Suite 1600 Seattle, WA98101 m6622.W2 www.kpM.wm REVIEWED BY PROJECT MANAGER: y � Ql..iorr hUDlv,euu 2/15/2024 Signature Date ALEKSEY KOSHMAN, P.E. ~v9 of iEI kQ 2��`tg oyr o a _ mc� 2/0B8 i� �31ONAL � 02/15/24 2023 LOCAL STREET PRESERVATION PROJECT AUBURN, WA PAVING PLAN SITE 1 OLYMPIC ST SE PROJECT NO. 1 CP2101 Designed CJO 02J09/2024 Reviewed MA 02/09/2024 CONTRACT NO. 24-05 Approved RJL 02J09/2024 SCALE: ONEINCH AT FULL~ (IF NOT, SCALE ACCORDINGLY) DRANING NO. CP111 SNEET OF 417 Fle: �,",iw," 4 E TPN 7794010040 3523 OLYMPIC ST SE AUBURN, 98002 r 13+27.73, 2 .55' LjTPN 7794010030 3519 OLYMPIC ST SE nU=.'RN, 98002 TPN 7794010020 3511 OLYMPIC ST SE AUBURN, 98002 TPN 7794010010 3501 OLYMPIC ST SE AUBURN, 98002 CB# 112-01 I i a - 13+40.46, 22.56' LT M — — 26 — — — — _ — — — 13EX CB# 112 02 14 I I GENERAL NOTES CONSTRUCTION NOTES 1. MATCH EXISTING SIDEWALKIPAVEMENT AT LIMITS OF CONSTRUCTION. 2. SEE SP SHEETS FOR SITE PREP AND TESC PLANS. 3. SEE LID SHEETS FOR STORM PLAN AND PROFILES 4. SEE CG SHEETS FOR CURB RAMP DETAILS 5. SEE CD SHEETS FOR DRIVEWAY PLAN AND PROFILES LEGEND 6" HMA CL 112", PG 58H-22 ON 4" CSBC 2" HMA CL 1/2", PG 51 OVERLAY CEMENT CONIC. SIDEWALK F9_\rdCfl11I Oq CONSTRUCT CEMENT CONC. TRAFFIC CURB AND GUTTER PAN PER WSOT STD PLAN F-10.16-00 OCONSTRUCT CEMENT CONIC. SIDEWALK, PER COA STD DETAIL T-15.2. OS CONSTRUCT CEMENT CONIC TRAFFIC CURB AND GUTTER, PER WSDOT STD PLAN F-10.12-04. 13 ADJUST EXISTING WATER VALVE CASTING TO GRADE, PER COA STD DETAIL T-05.2. PRESERVE/ADJUST EXISTING MONUMENT DURING CONSTRUCTION. 1q IF ENGINEER DETERMINES LOCATION IS COMPROMISED OR DESTROYED INSTALL NEW MONUMENT PER COA STD DETAIL T46.3 CONTRACTOR SHALL BE RESPONSIBLE FOR NEW MONUMENT. 23 ADJUST EXISTING MANHOLE TO GRADE, PER STD DETAIL T-05.2. 26 ADJUST EXISTING CATCH BASIN TO GRADE, PER COA STD DETAIL T-05.2. TPN 9835400080 3423 OLYMPIC ST SE AUBURN, 98002 <ni o�<o- n" c TPN 9835400070 3419 OLYMPIC ST SE AUBURN, 98002 TPN 9835400060 3411 OLYMPIC ST SE AUBURN, 98002 17+29.79, 22.66' Cal o - t6 - 4 23 II 1 F i d I I I I I LT 7 17+35.79, 22. 5' LT CB# 112-03 1 - ��2 ICU --�Nw ww z J = (n 14 -- 14 17+27.08, 2245 RT 4 - 17+39.95, 22.37' RT 14 v 14 r 7 13 CB# 112-04 C Iro - TPN 7794000130 _ _ — a 3402OLYMPIC ST SE 1 AS -BUILT 20 10 0 20 40 SCALE IN FEET BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 No. Date: Revision: Completed By: BY. DATE: CCTV OF * ♦ WASHINGTON 1cpff 1601 Sth Avenue, Suite 1600 Seattle, WA98101 m6622.W2 www.kpM.wm REVIEWED BY PROJECT MANAGER: pGko ar i;I0I% .,...,. 2/15/2024 Signature Date ALEKSEY KOSHMAN, P.E. b9 of ikQ 9 _ y 2/0B8 �0 84Cf9S8a��o' �31ONAL � 02/15/24 2023 LOCAL STREET PRESERVATION PROJECT AUBURN, WA PAVING PLAN SITE 1 OLYMPIC ST SE O. PROJECT 1 CP2101 Designed CJO 02J09/2024 Reviewed MA 02/09/ 4 CONTRACT NO. 24-05 ApPmVed RJL 02J09/2024 SCALE: ONE INCH AT FALL~ (IF NOT, SCALE ACCORDINGLY) DRANING NO. CP112 SNEET OF 418 Fle: �,o,i„,o GENERALNOTES 1. MATCH EXISTING SIDEWALK/PAVEMENT AT LIMITS OF CONSTRUCTION. 2. SEE SP SHEETS FOR SITE PREP AND TESC PLANS. 3. SEE LID SHEETS FOR STORM PLAN AND PROFILES 4. SEE CG SHEETS FOR CURB RAMP DETAILS 5. SEE CD SHEETS FOR DRIVEWAY PLAN AND PROFILES. LEGEND 6" HMA CL 1/2", PG 58H-22 ON 4" CSBC 2" HMA CL 1/2", PG 58h-22 OVERLAY CEMENT CONC. SIDEWALK SD STORM PIPE gY_\h1Lfl91 d U n W 2 N W L[J to TPN 9835400030 3309 OLYMPIC ST SE AUBURN, 98002 TPN 9835400010 1420 33RD STREET SE AUBURN, 98002 20+17.03, 47.44LT 0 19+97.57, 0.03' RT, 19+83.32, 17.03' 20+50.87, 47.53' LT �o � 7 M M I H1 23.. (1400 LLI LY OMPIC ST SE1 NOVO6' 40;00'E O.aO 14 zl (LOCAL) 378,to J = 23 1\ r---- ----_ __I1 19+86_27, 16.76' RTI- I13 8 TPN 7794000140 TPN 7794000150 3316 OLYMPIC ST SE 3308 OLYMPIC ST SE AUBURN, 98002 AUBURN, 98002 K�L691 i�L�lINP��[�]�x O1 CEMENT CONC CURB RAMP TYPE PARALLEL, PER WSDOT STD PLAN F-40.12-03. O2 CEMENT CONC CURB RAMP TYPE PERPENDICULAR, PER WSDOT STD PLAN F-40.15-04. O CEMENT CONC. SIDEWALK, PER COA STD DETAIL T-15.2. O8 CONSTRUCT CEMENT CONC TRAFFIC CURB AND GUTTER, PER WSDOT STD PLAN F-10.12-04. 12 ADJUST EXISTING JUNCTION BOX TO GRADE, PER COA STD DETAIL T-05.2. 13 ADJUST EXISTING WATER VALVE CASTING TO GRADE, PER COA STD DETAIL T-05.2. PRESERVE/ADJUST EXISTING MONUMENT DURING CONSTRUCTION. IF ENGINEER DETERMINES LOCATION IS 14 COMPROMISED OR DESTROYED INSTALL NEW MONUMENT PER COA STD DETAIL T-46.3 CONTRACTOR SHALL BE RESPONSIBLE FOR NEW MONUMENT. 23 ADJUST EXISTING MANHOLE TO GRADE, PER STD DETAIL T-05.2. TPN 7794000170 1440 33RD STREET SE AUBURN, 98002 20+1 .70, 46.26' RT CHANNELIZATION NOTES OPLASTIC 24" SOLID WHITE STOP BAR PER COA STD DETAIL T-37. 20+51.14, 23.30' LT 20+75 i—�P.O.E. 20+75.00, 0.00' N: 104819.79 E: 1298680.75 I, 0 20+51.27, 0.00' EDP I 13 SIGNING NOTES EXISTING SIGN(S) TO REMAIN, PROTECT IN PLACE. AS -BUILT 20 10 0 20 40 SCALE IN FEET BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 No. Date: Revision: Completed By: BY. DATE: * * CITY OF f # ♦ WASHINGTON 1cpffSignature 1601 Sth Avenue, Suite 1600 Seattle, WA98101 m6622.W2 www.kpM.wm REVIEWED BY PROJECT MANAGER: 2/15/2024 Date ALEKSEY KOSHMAN, P.E. b9 of ikQ 3�a�t$ oyr o a — m 2/0B8 �0 880f9S8a��o' �31ONAL � 02/15/24 2023 LOCAL STREET PRESERVATION PROJECT AUBURN, WA PAVING PLAN SITE 1 OLYMPIC ST SE PROJECT 1 O. CP2101 Designed CJO 02J09/2024 Reviewed MA 02/09/2024 CONTRACT NO. 24-05 APPmved RJL 02J09/2024 SCALE: ONE INCH AT FULL (IF NOT, SCALE ACCORDINGLY) DRANING NO. CP113 BET19 OF 41 Fie: �,",i„," 3 LEGEND TPN 8581400075 �rt d dp 15.57' LT I I 113 13TH ST SE TPN`8514b00S0 AUBURN, 98002 1216 A STREET SE P.O.B. 20+00,0 0.00' AUBURN, 98002 IN 111261.38 21+68.30, 2 .60, LT E: 1294113.26 I p, I 21+68.02, 1 .94' LT 20+57.34, 0.67' LT 21+68.02, 1 .41' LT 21+74.96, 9.17' LT BOP - - - 11 7 10 20+64.94, 27.64' RT 20+57. 55, 15.89' RT 20+51.57, 0.98' LT Oi 20+36.90, 16.10' RT O2 6" HMA CL 1/2", PG 58H-22 ON 4" CSBC 2" HMA CL 112", PG 58h-22 OVERLAY �^ CEMENT CONC. SIDEWALK CEMENT CONC. DRIVEWAY PER COA STD DETAIL T35.1 (COMMERCIAL) 4" CSTC SAWCUT ROOT BARRIER, 18" DEPTH - - t+8151 13.94' RT1+52.05, 11.36' RTKit 223.50' RT 1 21+52.739 27.85'RT 21 +35.16, 27.84' RT 21+14.449 27.83' RT I I I le] 41I4:L10RQ9:6 1. LOCATIONS OF EXISTING SUBSURFACE UTILITIES ARE APPROXIMATE. CONTRACTOR TO VERIFY. 2. ENGINEER SHALL APPROVE SIDEWALK REMOVAL LIMITS PRIOR TO CONSTRUCTION. 3. SEE CP SHEETS FOR PAVING PLANS. 4. SEE UD SHEETS FOR STORM PLANS AND PROFILES. 5. SEE CG SHEETS FOR CURB RAMP DETAILS. 6. SEE CD SHEETS FOR DRIVEWAY PLANS AND PROFILES. TPN a581400 22+08.67' 0.08' LT TPN 8581400045 24+20I129 29'75' LT � 121 13TH SE 21+92.02, 10.17' LT 125 13TH ST SE AUBURN 80 AUBURN, 98002 24+0942. 29.77' LT� 22+30.87, 130.06* LT 23+68.901 29.82 LT 23+34. , 29.83' LT 22+26.04, 2 .74' LT W2 22+48.04, 2 .74' LT 28 2+48.04, 1 .17' LT o 0A CONTROL g1 RIB D X 22+52.05, 12.86' RT 10 24+08. 0, 1 .97RT 24+08. 9, 23.62' RT - 24+18. 9, 28.11' RT- 24+23. 9, 28.11' RTC OCEMENT CONIC CURB RAMP TYPE SINGLE DIRECTION, PER WSDOT STD PLAN F-40.16.03. O CEMENT CONC. SIDEWALK, PER COA STD DETAIL T-15.2. ®CONSTRUCT CEMENT GOING TRAFFIC CURB AND GUTTER, PER WSDOT STD PLAN F-10.12-04. 10 CONSTRUCT ASPHALT WEDGE CURB, PER GOA STD DETAIL T-41.1. 11 CONSTRUCT CONCRETE TRAFFIC CURB AND GUTTER TO HMA WEDGE CURB TRANSITION, PER COA STD DETAIL T-41.1. 13 ADJUST EXISTING WATER VALVE CASTING TO GRADE, PER COA STD DETAIL T-05.2 23 ADJUST EXISTING MANHOLE TO GRADE, PER STD DETAIL T-05 2. 28 INSTALL ROOT BARRIER, 18" DEPTH. STA. 25 03.70 26,93' LT 3 TPN 8581400030 139 13TH ST SE08 25+03.94, 36.01' ELT AUBURN, 98 002 7 25+07.62, 0.67' LT EOP 2 TPN 8581400525 1 3 201 13TH ST SE AUBURN, 98002 3 STA. 24+91.18 11.35 ' LT 25+52.15, 0470 LT O 8�4+79.93, 10.00, LT 23 �Q 24+81.74_L99' RT �1_ 1, 17.83' RTJ/ �J 0, 14.00' RTJ (6)25+03.00, 41,96' RT � (2 REMOVE SIGNS) AND SALVAGE TO M&O. ® REMOVE POST. O INSTALL STREET NAME SIGNS PER COA STD DETAIL T-24.2 © INSTALL STOP SIGN R1-1, PER COA STD DETAIL T-24.2 CHANNELIZATION NOTES OPLASTIC 24" SOLID WHITE STOP BAR PER COA STD DETAIL T-37. 02 PLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01. AS -BUILT Nv P.O.E. 25+75.00 IN: 111260.16 E: 1294688.26 20 10 0 20 40 SCALE IN FEET BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 No. Date: Revision: Completed By: BY. DATE: * * CITYOF f * 1! ♦ WASHINGTON 1cpffSignature 16015th Avenue, Suite 1600 Seattle, WA98101 m6622.W2 www.kpM.wm REVIEWED BY PROJECT MANAGER: gL2 ar Y.00%� 2/15/2024 Date ALEKSEY KOSHMAN, P.E. b9 of TYgG �!•aet$ oyr 0 9 _ y M(I 9gd/�i� �31ONAL � 02/15/24 2023 LOCAL STREET PRESERVATION PROJECT AUBURN, WA PAVING PLAN SITE 2 13TH ST SE PROJECT CP2101 Designed CJO 02J09/2024 Reviewed NDA 02/09/2024 CONTRACT NO. 24-05 ApIamved RJL 02/09/2024 SCALE: ONEINCH AT FULL~ (IF NOT, SCALE ACCORDINGLY) DRANING NO. CP121 SHEET ZO OF 41 Fie: m,",iwm 4 I I 30+54.54, 17.77' ILT EX CB# 131-01 30+37.381 16.89' LT W V) N VON low 30soo - i1 P.O.B. 30+00.00, .00, N: 111079.99 E: 1294109.02 I LEGEND 30+53.70, 1.00' LT BOPTPN 8581400120 1302 A STREET SE AUBURN, 98002 30+62.89, 30.96' Ll r 30+71.59, 30.95 30+70.34, 16.00' LT 13.00' L31+14.12, 27.21' RTJ 31+31.621 27.22' RT 30+60.78, 27.20' RT 7 11 31+39.62, 27.23 RT 30+54.95, 15.59' RT CB# 131-03 30+52.66, 0.95' LT Q YTPPNN 1921059047 1404 A STREET SE AUBURN, 98002 30+40.94, 14.91' RTQ 6" HMA CL 1/2", PG 581-1-22 ON 4" CSBC 2" HMA CL 1/2", PG 58h-22 OVERLAY CEMENT CONC. SIDEWALK ©CEMENT CONC. DRIVEWAY PER COA STD DETAIL T35.1 (COMMERCIAL) 4" CSTC SAWCUT ROOT BARRIER, 18" DEPTH 1 35+09.52o 39.79' ILT 30.719' LT 1 31+82.881 30.67' LT TPN 8581400180 TPN 8581400135 TPN 8581400145 TPN 8581400150 1305 B ST SE 114 13TH ST SE 122 58 ST SE 130 581 ST SE TPN 8581400155 AUBURN, 98002 1+31.94, 3D.72' LT AUBURN, 98002 AUBURN, 98002 AUBURN, 98002 134 13TH ST SE 31+42.68, 30.46' LT AUBURN, 98002 34+93.28, 19.00' LT 34+05.66, 30.10' LT t 34+86.27, 0.00' 31 +42.. 8t 30.63 LT 31 +93 18, 30.74' LT I 31+52.68, 30.63' LT 31+78. 51 19.00' LT 33+99.66, 30.15' LT CB# 131-02 7 34+79.62, 10.00'\ 34+81.70, 10.00' RT " I \ [31+66.01s 27 25' RT 31 +54.83, 13.00 RT 31+54.83, 18.00' T 1. LOCATIONS OF EXISTING SUBSURFACE UTILITIES ARE APPROXIMATE. CONTRACTOR TO VERIFY. 2. ENGINEER SHALL APPROVE SIDEWALK REMOVAL LIMITS PRIOR TO CONSTRUCTION. 3. SEE CP SHEETS FOR PAVING PLANS. 4. SEE LID SHEETS FOR STORM PLANS AND PROFILES. 5. SEE CG SHEETS FOR CURB RAMP DETAILS. 6. SEE CD SHEETS FOR DRIVEWAY PLANS AND PROFILES. L32+32.639 27.51' RT it- 32+06.06, 13.00' RT TPN 1921059048 14TH ST SE AUBURN, 98002 -31+99.21, 18.00' RT 31+98.51, 27.36' RT 31 +66.22, 18.00' RT CONSTRUCTION NOTES t0 27.64' RT 33+36,49, 10.00'RT 33+55.0 10.00' RT 33+89.42, 27.86' RT TPN 19217SE 125 14THAUBURN, 34+02.92, 27.73 34+28.081 18.00' RT OCEMENT CONC CURB RAMP TYPE SINGLE DIRECTION A, PER WSDOT STD PLAN F-40.16-03. ®CONSTRUCT CEMENT CONIC. TRAFFIC CURB AND GUTTER PAN PER WSOT STD PLAN F-10.16-00. O CEMENT CONC. SIDEWALK, PER COA STD DETAIL T-15.2. ®CONSTRUCT CEMENT CONIC TRAFFIC CURB AND GUTTER, PER WSDOT STD PLAN F-10.12-04. 10 CONSTRUCT ASPHALT WEDGE CURB, PER COA STD DETAIL T-41.1. 8CONSTRUCT CONCRETE TRAFFIC CURB AND GUTTER TO HMA 8 WEDGE CURB TRANSITION, PER COA STD DETAIL T-41.1. 17 CLEARING AND GRUBBING 20 ADJUST EXISITING GAS VALVE CASTING TO GRADE, PER COA STD DETAIL T-05.2. 23 ADJUST EXISTING MANHOLE TO GRADE, PER STD DETAIL T-05.2. 28 INSTALL ROOT BARRIER, 18" DEPTH. NECRIIRHVPlI111 0 New Curb Inlet (:D REMOVE SIGN(S) AND SALVAGE TO M&O. Q REMOVE POST. O INSTALL STREET NAME SIGNS PER COA STD DETAIL T-24.2 © INSTALL NEW SIGN POST PER COA STD DETAIL T-26. © INSTALL STOP SIGN R1-1, PER COA STD DETAIL T-24.2 Qi INSTALL NO PEDESTRIAN CROSSING SIGN R9-3. ( INSTALL USE CROSSWALK SIGN R9-3bP. CHANNELIZATION NOTES OPLASTIC 24" SOLID WHITE STOP BAR PER COA STD DETAILT-37. O2 PLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 OPLASTIC TYPE 1S TRAFFIC ARROW, PER WSDOT STD PLAN M-24.40-02. I 581400185 4TH ST SE N, 98002 - 34+61.27, 27.94' RT 34+56.771 27.90' RT I I TPN 8551400270 202 13TH ST SE AUBURN, 98002 23 35+I 2.25, 39.8T LT v~i _ e 0D 35+39.979 21.77' LT Q STA. 34+95.76, 12.-63` LT 3 P.O.E. 5+50.00, 0.00 3s« 0 N: 111(78.96 5+ 2 3, - 1.00' LT E: 129 659.01 EDP STA. 34+95. 11.71' RT 3 8 TPN 8581400391 201 14TH ST SE 4 AUBURN, 98002 Not installed 35+39.479 15. 3' RT a s 35+22.21, 36.46' IT I 3 I I 1 y, CB# 131104 �- 35+1 1.72, 3 .62' RT - - - - 34+99.80, 17.92' RT® AS -BUILT 20 10 0 20 40 SCALE IN FEET BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 No. Date: Revision: Completed By: BY DATE: * * c1TY OF "--f_ # ♦ WASHINGTON 1cpff 16015th Avenue, Suite 1600 Seattle, WA98101 za6622.W2 www.kpM.wm REVIEWED BY PROJECT MANAGER: qq A, 2115/2024 S19na'ture Date ALEKSEY KOSHMAN, P.E. b9 1. LEI fG !•aet$ '1co'sr 0 °j - y"' 2/0B8 9gd/�i� �sroxei. '� Oz/is/za 2023 LOCAL STREET PRESERVATION PROJECT AUBURN,WA PAVING PLAN SITE 3 14TH ST SE PROJECT NO. CP2101 03-03-25 As-Builts CRD Designed CJO 02J09/2024 Reviewed NDA 02/09/2024 CONTRACT NO. 24-05 APPmved RJL 02/09/2024 SCALE: ONEINCH AT FULL~ (IF NOT, SCALE ACCORDINGLY) DRANING NO. CP131 SHEET 21 OF 41 Rlle: m„",�„„ TPN 7806210130 2419 17TH ST SE AUBURN, 98002 \ \.7p0 \ 6 \ rQTi TPN 7806210150 TPN 7806210140 2411 17TH ST SE AUBURN, 98002 m \ \ FS+\ 2405 17TH ST SE �� p k, AUBURN, 98002 k \ \ cC.J7e \ \ 2313 r 70, 24.71' LT 48+77.209 24.71' LT \ 1pN gp 1H 5 p2E PUgURN 9g0 v 1zp338 N g8p02E NUgOR P.O. 40+00.00, 0.00'=\\\ N: 10.36 \ E: 1306.89 7 -- - - -- -- / •� LO n -7 Ar / a > ` d„ 4p03�30dp0 0 8 �"� Ar D� R" O 49+56.289 25.22' RT J I O/Q(7 14 !4;7.j, TPN 7506210390 2410 17TH DR SE 7 47+51.93, 25.59' RT AUBURN, 95002 MATC25.65,35, 25.06' RT UNf 47+25.65, 24.92' RT SIjEjrSTA zooTPN 2402 80617TH1 DR8 SE CPj42•AUBURN, 98002 LEGEND CONSTRUCTION NOTES SIGNING NOTES CEMENT CONIC CURB RAMP TYPE PARALLEL, PER WSDOT STD Qt EXISTING SIGN(S) TO REMAIN, PROTECT IN PLACE. 6" HMA CL 1/2", PG 58H-22 ON 4" CSBC O PLAN F-40.12-03. INSTALL STREET NAME SIGNS PER COA STD DETAIL (D CEMENT CONC. SIDEWALK, PER COA STD DETAIL T-15.2. ca:) T-24.2. 2" HMA CL 1/2", PG 58h-22 OVERLAY ®CONSTRUCT CEMENT CONIC TRAFFIC CURB AND GUTTER, PER WSDOT STD PLAN F-10.12-04. CEMENT CONC. SIDEWALK 13 ADJUST EXISTING WATER VALVE CASTING TO GRADE, PER COA STD DETAIL T-05.2. CEMENT CONIC. DRIVEWAY, RESIDENTIAL SAWCUT ROOT BARRIER, 18" DEPTH 4 PRESERVE/ADJUST EXISTING MONUMENT DURING CONSTRUCTION. IF ENGINEER DETERMINES LOCATION IS 14 COMPROMISED OR DESTROYED INSTALL NEW MONUMENT PER COA STD DETAIL T-46.3 CONTRACTOR SHALL BE RESPONSIBLE FOR NEW MONUMENT. 15 PROTECT IN AS NOTED. 18 SPEED CUSHION PER, COA STD DETAIL T-42.1. 23 ADJUST EXISTING MANHOLE TO GRADE, PER STD DETAIL T-05.2 28 INSTALL ROOT BARRIER, 18" DEPTH. I Designed 10,101 02/09/2024 Reviewed NDA 02/09/2024 * APPmved RJL 02/09/2024 CITYOF �� # SCALE: AT FULL u s WASHINGTON (IF NOT, SCALE ACCORDINGLY) ADD g062`O0 SE 124N, 1N 0 2 6 g00 IN110 REVIEWED BY 1cpff PROJECT MANAGER Signature Date 1601 Sth Avenue, Suite 1600 Seattle, WA 98101 ALEKSEY KOSHMAN, P.E. 206.622.6822 www.kpM.wm m23Q'g1 23 +� O i O / 02115124 7 1 4 125 U NUg TPN 7806210280 2502 17TH ST SE AUBURN, 98002 00 99 20 10 0 20 40 AS -BUILT SCALE IN FEET BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 2023 LOCAL STREET PRESERVATION PROJECT AUBURN. WA PAVING PLAN SITE 4 17TH ST SE PROJECT NO. CP2101 CONTRACT NO. 24-05 DRANING NO. CP141 SHEET 22 OF 41 MATCH LINE STA. 41+00.00 SHEET CP141 KE GENERAL NOTES TPN 7806210170 2404 17TH DR SE AUBURN, 98002 1. MATCH EXISTING SIDEWALK/PAVEMENT AT LIMITS OF CONSTRUCTION. 2. SEE SP SHEETS FOR SITE PREP AND TESC PLANS. 3. SEE UD SHEETS FOR STORM PLAN AND PROFILES 4. SEE CG SHEETS FOR CURB RAMP DETAILS 5. SEE CD SHEETS FOR DRIVEWAY PLAN AND PROFILES. MAT CH Sr C. 47-ILOO PC 46+74. 3 14 LEGEND TPN 7806210180 2410 17TH DR SE 1 AUBURN, 98002 �; 45+50.31, 25.36' RT 44 73.32, 25.11' RT / 6" HMA CL 1 /2'. PG 58H-22 ON 4" CSBC 28 26 2" HMA CL 1/2", PG 58h-22 OVERLAY CEMENT CONIC SIDEWALK ® CEMENT CONIC. DRIVEWAY, RESIDENTIAL SAWCUT TPN 7806210270 2458 17TH DR SE AUBURN, 98002 a1+ 7{ TPN / 17TH 0270 2458 17TH DR S AUBURN, 98002 s TPN /H06210260 2452 17TH DR SE PC 42+11.50 AUBURN, 98002 oza I iA r_ ROOT BARRIER, 16" DEPTH vi _ tP —� + + TPN 7806210240 t I-`c G= M 2442 17TH DR SE AUBURN, 98002 CONSTRUCTION NOTES TPN 7806210200 a F_ O13 ADJUST EXISTING WATER VALVE CASTING TO GRADE, 2420 17TH DR SE o_ PER COA STD SIGN DETAIL T-05.2. AUBURN, 98002 NG NOTES \ TPN 7806210201 TPN 7806210220 TPN 7806210230 PRESERVEIADJUST EXISTING MONUMENT DURING 2426 17TH DR SE 2430 17TH DR SE 2436 17TH DR SE CONSTRUCTION. IF ENGINEER DETERMINES LOCATION ® REMOVE SIGN(S) AND SALVAGE TO M80 AUBURN, 98002 AUBURN, 98002 AUBURN, 98002 14 IS COMPROMISED OR DESTROYED INSTALL NEW ® INSTALL NEW SIGNPOST PER COA STD DETAIL T-26 MONUMENT PER COA STD DETAIL T-46.3 CONTRACTOR SHALL BE RESPONSIBLE FOR NEW MONUMENT. 18 SPEED CUSHION PER, COA STD DETAIL T42.1. 23 ADJUST EXISTING MANHOLE TO GRADE, PER STD /� c DETAIL TE20 10 0 20 40 05.2. AS -BUILT 26 ADJUST EXISTING CATCH BASIN TO GRADE, PER COA SCALE IN FEET STD DETAIL T-05.2. 28 INSTALL ROOT BARRIER, 18" DEPTH. BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 No. Date. Revision: Completed By: BY. DATE: REVIEWED BY PROJECT NO. a. LEI 2023 LOCAL STREET PRESERVATION PROJECT Designed CJO 02J09/2024 PROJECT MANAGER: b9 et T�YgG CP2101 Reviewed NDA 02/09/2024 * * 3�a�t$ 'Tco's'r AUBURN, WA CONTRACT NO. APPmved RJL 02/09/2024 CITY OF # C!(,1.x.� real2/15/2024 o a - m 24-05 SCALE: 1cpffSignature Date PAVING PLAN DRANING NO. ONEINCH ♦ 16015th Avenue, Suite 1600 MO AT IF SLL~ WASHINGTON Seattle, WA 98101 �0 BBerscsa4°. SITE 4 CP142 306622.W2 ALEKSEY KOSHMAN, P.E. �sroNAL (IF NOT, SCALE ACCORDINGLY) SHEET 23 17TH ST SE www.kpM.wm File; �,",i„e 02/15/24 OF 41 GENERALNOTES 1. MATCH EXISTING SIDEWALK/PAVEMENT AT LIMITS OF CONSTRUCTION. 2. SEE SP SHEETS FOR SITE PREP AND TESC PLANS. 3. SEE LID SHEETS FOR STORM PLAN AND PROFILES 4. SEE CG SHEETS FOR CURB RAMP DETAILS 5. SEE CD SHEETS FOR DRIVEWAY PLAN AND PROFILES. LEGEND 4 I I I I I I I TPN 7806210090 TPN 7806210080 TPN 7806210100 2507 17TH ST SE 2513 17TH ST SE TPN 7806210070 2501 17TH ST SE AUBURN, 98002 AUBURN, 98002 2601 17TH ST SE TPN 7806210060 AUBURN, 98002 52+35.431 24.67' LT AUBURN, 98002 2609 17TH ST SE i N AUBURN, 98002 N 28 N 7 _2 88: 28 — — 52+55.43, 24.71' LT — -- — — — — — — — — — P \\\ P P P DI _1� 17TH ST = z�. 52 on (LOCAL)a '; N7Q 993"E Sa on �— � �_ DI 01 26 23 ® c of 1 1 23 8ope RIMMZ If IOI RlM,2e7o o e- c a/ ��z,00 0 e , co/v 43 2�ca>og 0 e coN� CroF�Cs s� 53+22.39 15.24' RT to0-1 I Cl M B�Roc�R�P 4 58883 TPN 780fi210 00��� �Wf3r TPN 7806210320 TPN 7806210290 m 62 2514 17TH ST SE TPN 78010310 2610 17TH ST SE 2502 17TH STAUBURN, 98002 m TPN 7806210280 1 2508 17TH ST SE I� 2602 62 ST SE AUBURN, 980025E AUBURN, 98002 1� AUBURN, 98002 AUBURN, 98002 I 1R1I A I ICI CONSTRUCTION NOTES SIGNING NOTES ::iisLLL1N%/?14m;y%T8:bX-L0LE,YeI9 Y0 2" HMA CL 1/2", PG 58h-22 OVERLAY CEMENT CONC. SIDEWALK CEMENT CONC. DRIVEWAY, RESIDENTIAL SAWCUT ROOT BARRIER, 18" DEPTH 0 CEMENT CONC. SIDEWALK, PER COA STD DETAIL T-15.2. 13 ADJUST EXISTING WATER VALVE CASTING TO GRADE, PER COA STD DETAIL T-05.2. 18 SPEED CUSHION PER, COA STD DETAIL T-42.1. 23 ADJUST EXISTING MANHOLE TO GRADE, PER STD DETAIL T-05.2. 26 ADJUST EXISTING CATCH BASIN TO GRADE, PER COA STD DETAIL T-05.2. 28 INSTALL ROOT BARRIER, 18" DEPTH. Designed ICJOI 02/09/2024 Reviewed INDAI 02/09/2024 Approved IRJLI 02/09/2024 SCALE: GNE INCH AT FULL FU SLLL (IF NOT, SCALE ACCORDINGLY) File: m Q EXISTING SIGN(S) TO REMAIN, PROTECT IN PLACE. REVIEWED BY 1 PROJECT MANAGER QGko sr Kara...... 2/15j Signature Date 1601 Sth Avenue, Suite 1600 Seattle, WA 98101 ALEKSEY KOSHMAN, P.E. www.kpM.wm 02115124 a U w m W c F/ 99 20 10 0 20 40 AS -BUILT SCALE IN FEET BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 2023 LOCAL STREET PRESERVATION PROJECT AUBURN. WA PAVING PLAN SITE 4 17TH ST SE PROJECT NO. CP2101 CONTRACT NO. 24-05 DRANING NO. CP143 SHEET 24 OF 41 I m01 �u W Il TPN 780621(LQ10 56+38.00, 24.34' LT 621 17TH C§E#1 2-C2740� 7 UBURN, 9 7 - 81 L COp/C(S)IC-279-21 TPN 7806210050 56+23.62, 24. 1' LT� 2615 17TH ST SE AUBURN, 98002 01 01 0 �1 OOG TPN 7806210330 `2607L4� 17JI� ST SE -'AU'BURN{ 9B002 GENERAL NOTES 1. MATCH EXISTING SIDEWALK/PAVEMENT AT LIMITS OF CONSTRUCTION. 2. SEE SP SHEETS FOR SITE PREP AND TESC PLANS. 3. SEE LID SHEETS FOR STORM PLAN AND PROFILES 4. SEE CG SHEETS FOR CURB RAMP DETAILS 5. SEE CD SHEETS FOR DRIVEWAY PLAN AND PROFILES LEGEND 55+93.62, 25.09' RT 28 55+63.61, 24.96' RT TPN 7806210340 U17TH ST 5E AUBURN, 98002 I �1 CONSTRUCTION NOTES 6" HMA CL 112", PG 581-1-22 ON 4" CSBC 2" HMA CL 1/2", PG 58h-22 OVERLAY CEMENT CONIC. SIDEWALK CEMENT CONIC. DRIVEWAY, RESIDENTIAL SAWCUT ROOT BARRIER, 18" DEPTH 4 TPN. 7806210030 2701 17TH ST SE AUBURN, 98002 L� TPN 7806210350 57+39.96,1 25.17' RT 2702 17TH ST SE AUBURN, 98002 it :1 O1 CEMENT CONIC CURB RAMP TYPE PARALLEL, PER WSDOT STD PLAN F-40.12-03. O7 CEMENT CONIC. SIDEWALK, PER COA STD DETAIL T-15.2. OCONSTRUCT CEMENT CONIC TRAFFIC CURB AND GUTTER, PER WSDOT STD PLAN F-10.12-04. 13 ADJUST EXISTING WATER VALVE CASTING TO GRADE, PER COA STD DETAIL T-05.2. PRESERVE/ADJUST EXISTING MONUMENT DURING CONSTRUCTION. IF ENGINEER DETERMINES LOCATION IS 14 COMPROMISED OR DESTROYED INSTALL NEW MONUMENT PER COA STD DETAIL T-46.3 CONTRACTOR SHALL BE RESPONSIBLE FOR NEW MONUMENT. 15 PROTECT AS NOTED. 18 SPEED CUSHION PER, COA STD DETAIL T-42.1. 23 ADJUST EXISTING MANHOLE TO GRADE, PER STD DETAIL T-05.2. 26 ADJUST EXISTING CATCH BASIN TO GRADE, PER COA STD DETAIL T-05.2. 28 INSTALL ROOT BARRIER, 18" DEPTH. Designed ICJOI 02/09/2024 Reviewed NDA 02/09/2024 ApIamved IRJLI 02/09/2024 SCALE: ONE INCH AT FULL FU SLLL (IF NOT, SCALE ACCORDINGLY) File: m CHANNELIZATION NOTES TPN 7806210020 I 2709 17TH ST SE AUBURN, 98002 TPN 7806210010 I 2715 17TH ST SE r AUBURN, 98002 +85.451 24.84' LT 59+54.830 18.50' LT- 57+85.86 0.00'18 `,, STREET NAME SIGN O2 59+56.19, 18.50' i TPN 7806210360 59+56.76, 22.96 RT 2710 17TH ST SE 1 AUBURN, 98002 TPN 7806210370 2716 17TH ST SE AUBURN, 98002 OPLASTIC 24" SOLID WHITE STOP BAR PER COA STD DETAIL T-37. O2 PLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01. SIGNING NOTES �No• y W 1. h 3 CD EXISTING SIGN(S) TO REMAIN, PROTECT IN PLACE. (: REMOVE SIGN(S) AND SALVAGE TO M&O. <:!::) INSTALL STREET NAME SIGNS PER COA STD DETAIL T-24.2 Qs INSTALL NEW SIGN POST PER COA STD DETAIL T-26. (7) INSTALL NO PEDESTRIAN CROSSING SIGN R9-3. REVIEWED BY 1� PROJECT MANAGER: Sl9na'ture Date 1601 Sth Avenue, Suite 1600 Seattle, WA 98101 ALEKSEY KOSHMAN, P.E. www.kpM.wm 02115124 �60+06.02, 22.10' LT 93 7 J� 60+07.31, 5.95' LTD so+oo �+� P.O.E. 60+10.00, 0.00' II IN: 110011.42 E: 1303242.09 `60+06.04, 23.43' RT 4 5 7 I 20 10 0 20 40 AS -BUILT SCALE IN FEET BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 2023 LOCAL STREET PRESERVATION PROJECT AUBURN. WA PAVING PLAN SITE 4 17TH ST SE PROJECT NO. CP2101 CONTRACT NO. 24-05 DRANING NO. CP144 SHEET 25 OF 41 4 SDMH #709 D14AA [IM-7n 4' SDOB b709-D745(P4IVATF) RIM-78 56 12- FVG (N)IE-7516 TPN 9172600080 310 6TH ST NE AUBURN, 98002 SCCB Nz--_- 4 M-77 0 DI (N)IF=73 COA CONTROLe1 MAG NAIL 6TH ST NE TPN 9172600090 TPN 9172600085 320 6TH ST NE 316 6TH ST NE II AUBURN, 98002 AUBURN, 98002 IYN 91/ZtiUUU9b 324 6TH ST NE AUBURN, 98002 626 EIH SI NL AUBURN, 98002 I P.O.E. 57+70.92, 0.00' - N:-117125.55 - _--- E: 1295531.29 " 57+54.54, 0.00' 26 EDP EX CB# 151-06 C� 57+47.37, 12.00' LT s 7 -57+45-51 - 0� 57+40.50: 0.00' CB# 151-05 I o TPN 9172600105 TPN 9172600110 400 6TH ST NE 406 6TH ST NE AUBURN, 98002 AUBURN, 98002 3 / 56+02.44, 0.OP J EX SDMH# 151-01 23 —sOA coNTRo_g14 I`.L s 51+91.17, 7.50' RT 0=86246'39" 10 STA. 52+18.24 O.00' L=12.12' 6 _ OA LONTBOLN1s s .. - ^.' R=8.00' 2,00' �l TPN 1821059215 `i MAG NAIL RUA 7 -s STA. 54+ 1.60 7.50' RT 11 �g12 AUBURN WAY NORT- E ELBov:- EX CB# 15 —01 _ - - _ — — — — — 26 _ C1 — P.O.B 50+.42 .0 UBURN, 98002 CB# 51-02 _ — y N: 1 16925.42 I /� 51 +89.17, 7.00' RT _ 26 _ _- _ _ — _ — -- — — — — — — — 55+� — 23 — E: 1294931.09 / 0+3 .01 0.06' 23 - - - - _ _ - - — 17.69"E s4+j0 — L BOP — — 52+00 — —r St+ CB# 151-04 14 soon --+ — ---- - g c . to 55+90.33, 0.00' __ _ POLE STA. 54+63.24 0.25' RT 1B - t5 15 POLE 15 TPN 9172600070 1a PC 15 Y POLE I TPN 9172fi00 65 G Y 335 PARK AVE NE 55+96.53, 15.D7' RT 15 TPN 917260004 5 331 PARK AVE NE 15 AUBURN, 98002 - J CONSTRUCTION NOTES SIGNING NOTES ©CONSTRUCT CEMENT CONC. DRIVEWAY TYPE OFFSET APRON Qs INSTALL NEW SIGNPOST PER COA STD DETAIL T-26. (INDUSTRIAL/COMMERCIAL) PER COA STD DETAIL T-34.1. O CEMENT CONC. SIDEWALK, PER COA STD DETAIL T-15.2. O INSTALL ONE WAY SIGN R6-2R. t° INSTALL DO NOT ENTER SIGN R5-1. ® CONSTRUCT CEMENT CONC TRAFFIC CURB AND GUTTER, PER LEGEND GENERAL NOTES WSDOT STD PLAN F-10.12-04 CID INSTALL WRONG WAY SIGN R5-1a. O CONSTRUCT CEMENT CONIC TRAFFIC CURB, PER WSDOT STD PLAN 1. MATCH EXISTING SIDEWALK/PAVEMENT AT 9 F-10.12-04. 6" HMA CL 1/2", PG 581-1-22 ON 11.5" CSBC LIMITS OF CONSTRUCTION. 10 CONSTRUCT ASPHALT WEDGE CURB, PER COA STD DETAIL T-41.1. 2. SEE SP SHEETS FOR SITE PREP AND TESC 2" HMA CL 1/2", PG 58h-22 OVERLAY PLANS' 11 CONSTRUCT CONCRETE TRAFFIC CURB AND GUTTER TO HMA 3. SEE LID SHEETS FOR STORM PLAN AND O WEDGE CURB TRANSITION, PER COA STD DETAIL T-41.1. PROFILES PRESERVE/ADJUST EXISTING MONUMENT DURING CONSTRUCTION. CEMENT CONC. SIDEWALK O IF ENGINEER DETERMINES LOCATION IS COMPROMISED OR 4. SEE CG SHEETS FOR CURB RAMP DETAILS 14 DESTROYED INSTALL NEW MONUMENT PER COA STD DETAIL T-46.3 CONTRACTOR SHALL BE RESPONSIBLE FOR NEW MONUMENT. N CEMENT CONC. DRIVEWAY 5. SEE CD SHEETS FOR DRIVEWAY PLAN AND /� PROFILES. 15 PROTECT AS NOTED. AS -BUILT ------- SAWCUT 6. SEE SHEET CX301 FOR TYPICAL SECTIONS. 18 SPEED CUSHION PER, COA STD DETAIL T-42.1. 20 10 0 20 40 23 ADJUST EXISTING MANHOLE TO GRADE, PER STD DETAIL T-05.2. SCALE IN FEET SOD INSTALLATION BURIED UTILITIES IN AREA 26 ADJUST EXISTING CATCH BASIN TO GRADE, PER COA STD DETAIL PLEASE CALL BEFORE YOU DIG T-05.2 811 No. Date: Revision: Completed By: BY. DATE: REVIEWED BY PROJECT NO. 1. LEI 2023 LOCAL STREET PRESERVATION PROJECT Designed CJO 02J09/2024 PROJECT MANAGER: b9 et ♦kG CP2101 Reviewed MA 02/09/2024 AUBURN, WA CONTRACT NO. ApP ved RJL 02J09/2024 CITY OF * 6t6Fo..a, r w.,.s,.. 2/15/202q " _ mc� 24-05 SCALE:1cpff Signature Date PAVING PLAN DRANING NO. ONE INCH ♦ 1601 Sth Avenue, Suite 1600 2/0B8 ATAT FULL~ WASHINGTON Seattle, WA98101 �0 84'clscsa4°. SITE 5 CP151 za6622.W2 ALEKSEY KOSHMAN, P.E. '`1ssloxel. (IFNOT, SCALE ACCORDINGLY) ALLEY AUBURN WAY NORTH SHEET 26 www.kpM.wm Fle: mnoIann 02115124 OF 41 r sOA L& IBOL,ys14 S,EIE L < 2 TPN -/9137 AUBURN — 514 AUBURN WAY NORTH >- AUBURN, 98002 9 w 4 / CB# 11611-001/— L��-Z/ Z L_L_// / / / / EX CB# 161-03 TPN 7116000665 503 L ST SE AUBURN, 98002 - - 7.00' P.O.E. 62+20.00, 0.00' N: 113712.21 E: 1297649.78 EDP 62+02.63, 11.03' RT (lhIRO) 111//111LU1Z/�/11/11�1� f II I I I I 7- TPN 7116000800 502 L ST SE AUBURN, 98002 I I TPN 7116000805 506 L ST SE 4.00' AUBURN, 98002 " o I nN I tv I TPN 7116000660 0l 507 L ST SE AUBURN, 98002 1 Z 10 0 I I STA.I 60+54.41, 6.00' LT � t I \\\ I 60+30.10, 19.00' LT TPN 7116000646 1019 6TH ST SE I AUBURN, 98002 60+31.999 11.00' LT 60+29.969 9.16' LT 60+31.92, 6.00' LT $ I yt1 I � O J v i o 50+54.41 AUBURN, 98002 69 55 60.41, 1 1.03' RT 1 C(ION',LL IL=8683 NORTH 7D 22 , _PHL— — 6TH ST SE BOP \-P.O.B. 60+00.00, 0.00' N: 113492.22 E: 1297652.16 TPN 1821059041 1108 6TH ST SE AUBURN, 98002 INSTRUCTION NOTES OCEMENT CONC CURB RAMP TYPE PERPENDICULAR, PER WSDOT STD PLAN F-40.15-04. O CEMENT CONC SIDEWALK, PER COA STD DETAIL T-15.2. ®CONSTRUCT CEMENT CONC TRAFFIC CURB AND GUTTER, PER WSDOT STD PLAN F-10.12-04. 10 CONSTRUCT ASPHALT WEDGE CURB, PER COA STD DETAIL T-41.1. 11 CONSTRUCT CONCRETE TRAFFIC CURB AND GUTTER TO HMA WEDGE CURB TRANSITION, PER COA STD DETAIL T-41.1. PRESERVE/ADJUST EXISTING MONUMENT DURING CONSTRUCTION. IF ENGINEER DETERMINES LOCATION IS 14 COMPROMISED OR DESTROYED INSTALL NEW MONUMENT PER COA STD DETAIL T-46.3 CONTRACTOR SHALL BE RESPONSIBLE FOR NEW MONUMENT. 15 PROTECT IN PLACE AS NOTED. 22 ADJUST EXISTING WATER METER TO GRADE. 23 ADJUST EXISTING MANHOLE TO GRADE, PER STD DETAIL T-05.2. SIGNING NOTES Q EXISTING SIGN(S) TO REMAIN, PROTECT IN PLACE. GENERALNOTES 1. MATCH EXISTING SIDEWALK/PAVEMENT AT LIMITS OF CONSTRUCTION. 2. SEE SP SHEETS FOR SITE PREP AND TESC PLANS. 3. SEE UD SHEETS FOR STORM PLAN AND PROFILES 4. SEE CG SHEETS FOR CURB RAMP DETAILS 5. SEE CD SHEETS FOR DRIVEWAY PLAN AND PROFILES. 6. SEE SHEET CX301 FOR TYPICAL SECTIONS. LEGEND AS -BUILT 6" HMA CL 1121, PG 58H-22 ON 11.5" CSBC 2„ HMA CL 112", PG 58h-22 OVERLAY CEMENT CONC. SIDEWALK 4" CSTC .•1 20 10 0 20 40 SCALE IN FEET 6TH ST SE BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 No. Date. Revisions Completed By: BY. DATE: * * CfPY OF f * ♦ WASHINGTON 1601 Sth Avenue, Suite 1600 Seattle, WA 98101 m6622.W2 www.kpM.wm REVIEWED BY PROJECT MANAGER: Q&Fn�yF,..,..,. 2/15/2024 Signature Date ALEKSEY KOSHMAN, P.E. ti9 of iEI kQ 2��`t6oyr 9 _ y� M(I 8�181�S�i� �31ONAL v 02/15/24 2023 LOCAL STREET PRESERVATION PROJECT AUBURN, WA PAVING PLAN SITE 6 L STREET SE PROJECT NO. 1 CP2101 Designed CJO 02J09/2024 Reviewed NDA 02/09/2024 CONTRACT NO. 24-05 APPmved RJL 02J09/2024 SCALE:1cpff ONE INCH AT FULL~ (IF NOT, SCALE ACCORDINGLY) DRANING NO. CP161 SHEET 27 OF 41 Fle: �,o,iwm t+l N ++ tP +O to +) O[ O N + 85 p m N r IA fmp 4� +O n 85 > it aw aw aw uNi� N� » 1 a w a w 80 548% -- — _ — o 80 IO — — -- ---_ Q% -- 0.80% 200% __ ------------- ------------060% Im _ 1 75 75 IWV) mto CD mm m O N oot No f0 O O a� rtg C1 06 p] wM m V mr V O rnoi o;oi t0 moi w of co n rn ci of y moi ci of rn rn O rn r r r r n r r r n r r r n r r r n r r r n r 1 0 ( O0 (70 (7 (9 (D C7 O0 (70 O0 (70 O0 (70 1 70 W LL W u- W LL W u- W LL W u- W LL W u- W u- W u- W u- 70 51+00 52+00 53+00 54+00 55+00 I 6TH ST NE ALLEY CL PROFILE PVI 57+45 53 EL= 76.88 N an O N 65 ' nw on c++ 1 v+i� +'M uuni� +UD c� 1 inn g n ,nn r� a w a w a w a w > w LLJ160 80 O 1 W -1.4e% --- LIJ WI75 75 EL= 76.34ea to N N N N N N p O 1 rr r n Irr r n r r a6 r to n 170 W IL W U- LL W ILL 70 56+00 57+00 6TH ST NE ALLEY CL PROFILE GENERALNOTES 1. SEE SHEET CP151 FOR PAVING PLAN AND DETAILS. 20 10 0 20 40 AS -BUILT SCALE IN FEET BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 No. Date: Revision: Completed By: BY. DATE: REVIEWED BY 2023 LOCAL STREET PRESERVATION PROJECT PROJECT O. Designed CJO 02J09/2024 PROJECT MANAGER: of l 1 CP2101 _ * * ~v9 2��`tgoyr AUBURN, WA Reviewed MA 02/09/2024 CONTRACT NO. Approved RJL 02J09/2024 aTY OF '-f * y � QLfop hUDlv�,euu Signature 2/15/2024 Date o a _ m c� ROADWAY PROFILE 24-05 SCALE:1cpff DRANING NO. ONEINCH AT FULL~ ♦ WASHINGTON 16015th Avenue, Suite 1600 Seattle, WA 98101 M(I ,�k �0 8�'183gR�1�y' �3loxet SITE 5 CR251 ALEKSEY KOSHMAN, P.E. '� ACCORDINGLY) m6622.W2 www.kpM.wm 6TH ST NE ALLEY SHEET ZS almi,SCALE Fle: �,o�i�� 02/15/24 OF 41 4 150 140 L 130 32 LF 12"PVC SO.3 D@-1.19% a w^ o N 132,05 w �S z U v K= 4 U f g`r U < fY Q STORM PROFILE @ 150 50 140 14C 130 13C CATCH BASIN #111-01 AND #111-02 HORIZ: 1'=20' VERT: 1"=5' 11 5 2 STA. 13+34.46 15.77' RT O EX CB# 112-02 Z 32 LF 12" PVC BE R-35 SD @ 1.89% ^ amm NN �0 � WL9 m ` 134.50 U — � X $y 1 / STORM PROFILE @ CATCH BASIN #112-01 HORIZ: 1'=20' VERT., 1'-5' 150 150 140 140 �0 130 130 STORM PROFILE @ 112-04 CATCH BASIN #112-03 AND #112-04 HORIZ: 1 "=20' VERT: 1 "=5' GENERALNOTES 1. UNLESS NOTED OTHERWISE, THE DEPTHS SHOWN FOR EXISTING UTILITY CROSSINGS ARE APPROXIMATE. CONTRACTOR TO VERIFY. 2. SEE SP SHEETS FOR SITE PREP AND TESC PLANS. 3. SEE CP SHEETS FOR PAVING PLANS. 4. SEE CD SHEETS FOR DRIVEWAY PLAN AND PROFILES STORM NOTES ❑1 INSTALL CATCH BASIN TYPE 1, PER WSDOT STD PLAN B-20-03. ❑INSTALL NEW 12" PVC SDR-35 STORM 2 DRAINAGE PIPE. INSTALL CATCH BASIN TYPE 2, PER WSDOT STD PLAN B-10.20-02. ® REMOVE EXISTING DRAINAGE STRUCTURE. �5 REMOVE EXISTING DRAINAGE PIPE. ❑e CONNECT TO EXISTING STRUCTURE. CONNECT NEW DRAINAGE STRUCTURE TO EXISTING PIPES. 11 PIPE CASING, PER COA STD DETAIL W-26.2. I 20 10 0 20 40 A&BUILT SCALE IN FEET BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 No. Date: Revision: Completed By: BY. DATE: * * crrr OF "--f _ * ♦ WASHINGTON 1cpff 16015tM1 Avenue, Suite lfi0[1 Seattle, WA 98101 m6622.W2 www.kpM.wm REVIEWED BY PROJECT MANAGER: Quo sr ��,,,.,,„. 2/15/2024 Signature Date ALEKSEY KOSHMAN, P.E. a. LEI b9 eY nsq�'YG Q.'aw —� acyl 0 9 y � 2/0B8 �� 9gd/SI�S�i� �stoxet '� 02/15/24 2023 LOCAL STREET PRESERVATION PROJECT AUBURN,WA STORM DRAINAGE PROFILES SITE 1 OLYMPIC ST SE PROJECT NO. CP2101 03-03-25 As-Builts CRD Designed CJO 02J09/2024 Reviewed RDA 02/09/2024 CONTRACT NO. 24-05 APPmved RJL 02J09/2024 SCALE: ONE INCH AT FULL~ (IF NOT, SCALE ACCORDINGLY) DRANING N0. UD111 SHEET 29 OF 41 File: o�,o.00,a 4 GENERALNOTES 1. UNLESS NOTED OTHERWISE, THE DEPTHS SHOWN FOR EXISTING UTILITY CROSSINGS ARE APPROXIMATE. CONTRACTOR TO VERIFY. w N I 2. SEE SP SHEETS FOR SITE PREP AND TESC N I PLANS. S Y3. SEE SHEETS FOR STORM PLAN AND L PROFILES. 4. SEE CP SHEETS FOR PAVING PLANS. 5. SEE CD SHEETS FOR DRIVEWAY PLAN AND PROFILES. I B ST SE 33 STA. 25+04.00, 35.44' RT r STORM NOTES CB #121-01 - - - O INSTALL CATCH BASIN TYPE 2, PER WSDOT STD PLAN B-10.20-02. OREMOVE EXISTING DRAINAGE STRUCTURE AND BACKFILL VOID WITH GRAVEL BORROW. �5 REMOVE EXISTING DRAINAGE PIPE. ❑g CONNECT NEW DRAINAGE STRUCTURE TO EXISTING PIPES. 110 100 Ell STORM PROFILE @ CATCH BASIN 4121-01 HORIZ: 1°=20' PERT: 1"=5' 20 10 0 20 40 AS -BUILT SCALE IN FEET BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 No. Date: Revision: Completed By: BY. DATE: CCTV OF * ♦ WASHINGTON 1cpff 16015tM1 Avenue, Suite lfi0[1 Seattle, WA 98101 m6622.W2 www.kpM.wm REVIEWED BY PROJECT MANAGER: Ct&4o sr Kw4,,,,,„. 2/15/2024 Signature Date ALEKSEY KOSHMAN, P.E. b9 of i kQ o 2/0B8 �� 8�181�S�i� �stoxet '� 02/15/24 2023 LOCAL STREET PRESERVATION PROJECT AUBURN, WA STORM DRAINAGE PROFILES SITE 2 13TH ST SE PROJECT 1 O. CP2CT Designed CJO 02J09/2024 Reviewed MA 02/09/2024 CONTRACT NO. N 24-05 APpmved RJL 02J09/2024 SCALE:1! ONE INCH AT FULL~ (IF NOT, SCALE ACCORDINGLY) DRANING N0. UD121 SHEET 30 OF 41 File: o„o.00,b 03-03-25 1 As-Bullts 4 I a STA. 30+53.45 16.86' LT 8 EX CB# 131-01 I pNm 0 m CB #131-02 131-03 STORM PROFILE @ CATCH BASIN J131-01 AND #131-03 HORIZ: 1"=20' VERT: 1'=5 CRD Designed ICJOI 02/09/2024 Reviewed INDAI 02109112024 ApIamved I RJL 1 02/09/2024 Cf[Y OF �� # SCALE: AD pq ATGFU s WASHINGTON (IF NOT, SCALE ACCORDINGLY) MID, UDIW 10 M 1601 Sth Avenue, Suite 1600 Seattle, WA 98101 206.622.6822 www.kpM.wm REVIEWED BY PROJECT MANAGER: Kaal.,,,a.v 2/151 Signature Date ALEKSEY KOSHMAN, P.E. GENERAL NOTES 1. UNLESS NOTED OTHERWISE, THE DEPTHS SHOWN FOR EXISTING UTILITY CROSSINGS ARE APPROXIMATE. CONTRACTOR TO VERIFY. \ STORM NOTES >r / INSTALL CATCH BASIN TYPE 1, PER WSDOT STD PLAN B-20-03. INSTALL NEW 12" PVC SDR-35 STORM DRAINAGE PIPE. \ \ v FI] INSTALL CATCH BASIN TYPE 2, PER WSDOT STD PLAN B-10.20-02. \ F4 REMOVE EXISTING DRAINAGE STRUCTURE. \$ �5 REMOVE EXISTING DRAINAGE PIPE � S CONNECT TO EXISTING STRUCTURE. ❑9 CONNECT NEW DRAINAGE STRUCTURE TO EXISTING PIPES. TA. +10.97 25.87' RT 3 5 9 O so/ CB# 13 —04 s� � 110 Wz U W W ram STORM PROFILE @ CATCH BASIN #131-04 HORIZ: 11=20' VERT. 1"=5' 02115124 110 100 m AS -BUILT 20 10 0 20 40 SCALE IN FEET BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 2023 LOCAL STREET PRESERVATION PROJECT AUBURN. WA STORM DRAINAGE PROFILES SITE 3 14TH ST SE PROJECT NO. CP2101 CONTRACT NO. 24-05 DRANING NO. UD131 SHEET 31 OF 41 4 _ GENERAL NOTES 6TH ST NE 6TH ST NE 1. UNLESS NOTED OTHERWISE, THE DEPTHS SHOWN rn FOR EXISTING UTILITY CROSSINGS ARE = APPROXIMATE. CONTRACTOR TO VERIFY. I STA. 56+02.78, 2.29' L 8 STa 55+77.42, 0.39' LT I EX SDMH# 151-01 8 STA. 57+52.30 4.29' LT m STA. s2+s8.11 1.49' RT EX CBS' isi-03 EX CBS 151-06 STORM NOTES JEX Ci 151-01 10 STA. 52+78.55. 1.44' EX CB/ 151-02 1 INSTALL CATCH BASIN TYPE 1, PER WSDOT STD PLAN B-20-03. 57+00 1 _ �57+71 ❑ INSTALL CATCH BASIN TYPE 2, PER WSDOT h * STD PLAN B-10.20-02. ALLEY _ _�awo _ _ ALLEY _ REMOVE EXISTING DRAINAGE PIPE. STA.55+86.45, 0.90' L 3 5 9 9 5 1 STA. 51+33.58, 4.04' LT _ _ CB/ 151-04 CBS 151-05 �e CONNECT TO EXISTING STRUCTURE. 10 O 9 CONNECT NEW DRAINAGE STRUCTURE TO EXISTING PIPES. INSTALL NEW 12" DUCTILE IRON PIPE. N m m KI Q IJ w 70 STORM PROFILE @ CATCH BASIN �151-02 HORIZ: 1"-20' VERT: 1 "=5 um `5 w' x� w �f' N �2 }W �NN F �U n «p ¢ r ^ j o ^zzp 9 LF 12"DIP SO 2.89% 12 LF 1211DIP SD 0.34 LI STORM PROFILE @ CATCH BASIN #151-04 HORIZ: 1"=20' VERT: 1"=5' 561 90 - - 90 �m U mww z in o 9 80 m m Bo U VKww - �u ►L9 70 STORM PROFILE @ CATCH BASIN 1151-05 HORIZ: 1"=20' VERT: 1"=5' AS -BUILT 20 10 0 20 40 SCALE IN FEET BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 No. Date: Revision: Completed By: BY. DATE: * * CITY OF f * ♦ WASHINGTON 16015tM1 Avenue, Suite lfi0[1 Seattle, WA 98101 m6622.W2 www.kpM.wm REVIEWED BY PROJECT MANAGER: y � Q&Fn"y /mlPmmnw 2/15/2024 Signature Date ALEKSEY KOSHMAN, P.E. ~v9 of T YqG 2��`t6 oyr 0 "� mc� 2/0B8 8gd/SI�S�i� �stONAL � Oz/is/za 2023 LOCAL STREET PRESERVATION PROJECT AUBURN, WA STORM DRAINAGE PROFILES SITE 5 ALLEY AUBURN WAY NORTH PROJECT NO. 1 CP2CT Designed CJO 02J09/2024 Reviewed MA 02/09/2024 N CONTRACT NO. 24-05 DRANING N0. UD151 Appmved RJL 02J09/2024 SCALE:1cpff ONE INCH AT FULL~ SCALE ACCORDINGLY) SHEET 32 OF 41 mi, Flle: m„",�„„ File: x 4 1/////////// 2-zzl : I TPN 7116000805 I N _ 506 L ST SE I m AUBURN, 98002 I I � � I 6TH ST SE 19 LF 1211P CSDR-35SD@3.37% 5^w�w? z z w Z o r c� e93 m o X LO W W W W W CB# 161-D1 W U a CB TYPE 1 RIM 94.90 m IE (OUT) 92. 6 (E) 4 w m w ,F II U U W II 101 u 14 LF 12%PVC SDR-35 SO@3.55% Me STORM PROFILE @ CATCH BASINS #161-01, #161-02, AND #161-03 HORIZ: 1'=20' VERT: 1"=5' ELI GENERAL NOTES 1. UNLESS NOTED OTHERWISE, THE DEPTHS SHOWN FOR EXISTING UTILITY CROSSINGS ARE APPROXIMATE. CONTRACTOR TO VERIFY. 2. SEE SP SHEETS FOR SITE PREP AND TESC PLANS. 3. SEE CP SHEETS FOR PAVING PLANS. 4. SEE CD SHEETS FOR DRIVEWAY PLAN AND PROFILES. STORM NOTES ❑t INSTALL CATCH BASIN TYPE 1, PER WSDOT STD PLAN B-20-03. INSTALL NEW 12" PVC SDR-35 STORM �2 DRAINAGE PIPE. LENGTH AND SLOPE AS SPECIFIED BY THE IE AND CB LOCATION. ❑3 INSTALL CATCH BASIN TYPE 2, PER WSDOT STD PLAN B-10.20-02. ❑4 REMOVE EXISTING DRAINAGE STRUCTURE AND BACKFILL VOID WITH GRAVEL BORROW. a REMOVE EXISTING DRAINAGE PIPE. �e CONNECT TO EXISTING STRUCTURE. 20 10 0 20 40 AS -BUILT SCALE IN FEET BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 No. Date: Revision: Completed By: BY. DATE: QTY OF * ♦ WASHINGTON 16015tM1 Avenue, Suite 1600 Seattle, WA 98101 m6622.W2 www.kpM.wm REVIEWED BY PROJECT MANAGER: gL2 sr Kw4,,,,,„. 2/15/2024 Signature Date ALEKSEY KOSHMAN, P.E. b9 of i kQ o 2/0B8 8�181�S�i� '`lssloxet '� 02115124 2023 LOCAL STREET PRESERVATION PROJECT AUBURN, WA STORM DRAINAGE PROFILES SITE 6 L STREET SE O. PROJECT 1 CP2CT Designed CJO 02J09/2024 Reviewed MA 02/09/2024 CONTRACT NO. N 24-05 Approved RJL 02J09/2024 SCALE:1cpff ONE INCH AT FULL~ (IF NOT, SCALE ACCORDINGLY) DRANING N0. UD161 SHEET 33 DF 41 File: m„m umm 10+55.23, 52.96' LT FL* 137.35 TC:137.92 10+51.85, 46.49' LT �� 10+60.15, 50.39' LT FL:137.54 j EL:138.02 TC:138.04 / PC ANSITION PANEL 10+56.73, 43.95' LT EL:138.11 A) R= 14.5' 10+55.83, 32.69' LT BOW:138.47 10+58.201 28.28' LT R=20.0' I BOW:138.10 41Y \\\ "t'"::::: 10+61.92, 24.95' LT \\ BOW:138.14 \ ?` 10+69.62, 22.75' LT BOW: 138.73 10+50.61, 30.95' LT f FL:137.90 \� ° ° JI TC:138.40 �� o ° 0 10+54.499 14' LT FL: FL:138.03 10+58.21, 20.80' LT FL:138.07 10+69.569 17.25' LT FL:138.16 TC:138.66 PT 10+81.01, 22.66' LT EL:138.85 10+85.01, 22.67' LT EL:138.89 TRANSITION PANEL 10+85.029 17.09' FL138.33 TC:138.80 10+80.99, 17.13' LT - FL:138.28 OLYMPIC ST SE I TC:138.78 I SITE #1 - OLYMPIC ST SE AT 37TH ST SE (NW CORNER) NEW CURB RAMP DETAIL SCALE: 1' = 5' LEGEND SAWCUT r'" 10+29.93, 17.02' RT FL:137.91 PT 10+26.4% 17.33' RT FL:137.88 10+21.249 19.04' RT FL:137.74 TC:138.24 R= 20.0' 10+32.431 17.01' RT FL:137.94 OLYMPIC ST SE 10+39.55, 16.98' RT FL:138.01 TC4138.51 10+41.55, 16.98' RT FL:138.03 -- TC:138.53 1. TRANSITION PANEL 10+12.91, 26.64' RT / 5% � 0 0 0 0 0 0 7`6R .. FL:137.49A. ... A TRANSITION PANEL PC / titi `� 1.OY.'. 7.6z'r H / 10+09.46, 32.32' RT FL, 137.34 TC:137.80 / / 10+41.58, 22.44' RT / / EL:138.73 / 10+08.511 33.73' RT i 10+39.58, 22.49' RT LP ' 27 EL:138.58 �<v FL:137.34 \ TC:13 R= 14.5' 10+32.45, 22.51' T \ 8$ a EL:138.01 i 10+17.611 29.9RT - _R _ /� :. 10+27.46, 22. 75' RT� M^ EL:137.94 10+14.09, 35.26' RT 10+23.65, 23.99' RT EL:137.99 EL:138.28 SITE #1 - OLYMPIC ST SE AT 37TH ST SE (NE CORNER) NEW CURB RAMP DETAIL SCALE: T = 5' 9+97.531 51.97' RT FL:137.40 TC:137.87 9+93.40, 58.83' RT FL:137.52 4t AN i 0 o 10+02.24, 54.80' RT GENERAL NOTES IK 6" HMA CL 1/2", PG 58H-22 ON 4" CSBC 9+90.83, 63.11' RT k FL:137.99 FL:137.59 0 �,r.� 1. MATCH EXISTING SIDEWALK/PAVEMENT AT LIMITS O OF CONSTRUCTION. CEMENT CONC. CURB RAMP p O CEMENT CONC. SIDEWALK / FL:137.5961.66' RT CONSTRUCTION NOTES o 0 0 0 0 ^` 0 0 0 0 0 o DETECTABLE WARNING STRIP 9+95.54, 65.95' RT 0000o 27 CONSTRUCT CEMENT CONC PEDESTRIAN CURB, PER WSDOT STD FL:137.66 . N PLAN F-10.12-04. SOD INSTALLATION SITE #1 - 37TH ST SE AT TRAIL NEW CURB RAMP DETAIL 5 2.5 0 5 10 SCALE: T = 5' 4" HMA CL 1/2", PG 5811-22 ON 2" CSTC SCALE IN FEET \\ \\ 3" BARK MULCH AS -BUILT BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 No. Date: Revision: Completed By: BY. DATE: REVIEWED BY PROJECT NO. a. LEI 2023 LOCAL STREET PRESERVATION PROJECT Designed OJO OZ0912024 PROJECT MANAGER: b9 et T�YgG CP2CT N Reviewed NDA OZ09/2024 * * 3�a�t$ � �oyr AUBURN, WA CONTRACT NO. Approved RJL 02/09/2024 CITYOF f * gL2 sr KroA,..,".,. 2/15/2024 o a m c� 24-05 SCALE:1cpff Signature Date CURB RAMP DESIGN DRANING N0. ONE INCH ♦ 16015tM1 Avenue, Suite 1600 2/0B8 AT FULL FU SLL~ WASHINGTON Seattle, WA 98101 �0 BBcrscsa�°. SITE 1 CG511 m6622.W2 ALEKSEY KOSHMAN, P.E. �stoxet '� (IF NOT, SCALE ACCORDINGLY) www.kpM.wm OLYMPIC ST SE SHEET 34 Fle: M,01�10 02/15/24 1 1 OF 41 4 20+00 19+86.27, 16.76' RT FL:140.44 TC:140.95 19+86.08, 22.29' RT EL:141.05 19+90.67, 16.75' RT OLYMPIC ST SE TRANSITION PANEL FL: 140.53 TC:141.03 19+90.67, 22.29' RT EL:141.11 19+97.569 16.75' RT FL:140.67 - - - - - - - - - --- -- TC:141.17 20+07.04, 19.14' RT \\��� FL:140.84 2.0% .O% 1s$ � TC: 141.34 20+10.74, 21.70' RT FL:140.92 0 �ryq° o 0 00 20+05.50, 26.35' RT To4.4444 m 6'M EL:141.39 - - 20+01.029 30.34' RT -444 20+05.031 33.46' RT.4444444 EL:141.52 X. }} }7 20+08.821 30.09RT EL:141.44 20+12.10, 38.96' RT EL:141.65 20+12.20, 46.29' RT EL:141.73 20+11.55, 47.40' LT 20+17.03, 47.46' LT EL:140.26 FL:139'53 - TC:140.03 1 TRANSITION PANEL j TRANSITION PANEL 20+11.56, 41.06' LT 20+50.87, 47.53' LT 20+56.459 47.58' LT EL:140.46 / N FL:139.37 EL:140.05 / I TC:139.87 20+08.02, 30.79' LT \ 20+17.06, 41.09' LT LLI I FL:139.86 N FL:140.55 � \ TC•140,36 56.43,042.86' LT 1 F- 2O+04.20, 34.12' LT / c I PT BOW: N EL:140.82 I 20+17.08, 37.11' LT 20+04.74, 27.02' LT / FL:139.98 TC:140.48 x 20+56.48, 37.8T LT M EL:140.82 L :';:i1:4.'; BOW:139.79 r7 1 I 20+50.93, 42.80' LT 20+00.67, 30.57' LT / EL:140.89 .., / 4° ',> k 1 R= 20.0' FL: 139.53 TC:140.03 1 w w ,, ,,, ,,5 54 19+92.89, 22.77' LT 20+14.06, 25.44' RT 19+83.36, 22.80' LT EL:141.04 FL:140.97 - - - EL:140.93 - - 20+16.679 30.84' RT FL:141.01 TC:141.51 R= 20.0' 20+17.56, 36.48' RT _ FL:141.05 1'1 TC:141.55 19+83.32, 17.03' LT PC I-- ----- FL:140.36 TC:140.86 20+17.60, 38.88' RT TRANSITION PANEL FL:141.07 TC:141.57 19+92.88, 17.02' LT FL:140.46 TC:140.96 �- TRANSITION PANEL 20+17.70, 46.26' RT FL:141.12 TC:141.63 - - - SITE #1 - OLYMPIC ST SE AT 33RD ST SE (SE CORNER) NEW CURB RAMP DETAIL GENERALNOTES SCALE: 1' = 5' LEGEND 19+97.06, 17.02' LT HP FL:140.50 TC:141.00 PC OLYMPIC ST SE 20+00 20+15.75, 29.85' LT FL:140.13 20+50.98, 37.80' LT TC:140.63 FL:139.72 20+13.68, 25.86' LT FL:140.20 20+51.03, 32.80' LT FL:139.79 \�20+10.39, 22.09' LT FL:140.27 U.J (n H 20+05.369 18.81' LT FL:140.36 TC:140.86 Of SITE #1 - OLYMPIC ST SE AT 33RD ST SE (SW CORNER NEW CURB RAMP DETAIL CONSTRUCTION NOTES SCALE: 1' = 5' 20+51.14, 23.30' FL:140. , TC:140.53 20+56.53, 32.86' LT BOW:139.86 20+56.65, 23.35' LT BOW:140.60 SITE #1 - OLYMPIC ST SE AT 33RD ST SE (NW CORNER) NEW CURB RAMP DETAIL SCALE: 1' = 5' 1. MATCH EXISTING SIDEWALKIPAVEMENT AT 27 CONSTRUCT CEMENT CONIC PEDESTRIAN CURB, PER WSDOT STD LIMITS OF CONSTRUCTION. 6" HMA CL 1/21, PG 58H-22 ON 4" CSBC PLAN F-10.12-04. 2. SEE SP SHEETS FOR SITE PREP AND TESC PLANS. CEMENT CONC. CURB RAMP 3. SEE UD SHEETS FOR STORM PLAN AND PROFILES. CEMENT CONIC. SIDEWALK 4. SEE CP SHEETS FOR PAVING PLANS. 5. SEE CD SHEETS FOR DRIVEWAY PLAN AND Po 0 o O o PROFILES. o 0 000 o DETECTABLE WARNING STRIP SOD INSTALLATION lqmo AS -BUILT 5 2.5 0 5 10 3" BARK MULCH \/\/\ SCALE IN FEET SAWCUT BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 No. Date: Revision: Completed By: BY. DATE: REVIEWED BY 2023 LOCAL STREET PRESERVATION PROJECT PROJECT 1 Designed CJO 02J09/2024 PROJECT MANAGER: b9 O. of T kG CP2CT N Reviewed MA 02/09/2024 * * 3�a�t$ '�oyr AUBURN, WA CONTRACT NO. Approved RJL 02J09/2024 CITY OF f # o °" 'A� SCALE:1cpff Signature Date CURB RAMP DESIGN 2VANG DRANING N0. ONE INCH ♦ 16015tM1 Avenue, Suite 1600 2/0B8 AT FUAT FU SLL~ WASHINGTON Seattle, WA 98101 �0 BBcrscsa�°. SITE 1 CG512 m6622.W2 ALEKSEY KOSHMAN, P.E. �stoxet '� (IF NOT, SCALE ACCORDINGLY) SHEET 3S www.kpM.wm OLYMPIC ST SE Fle: 02/15/24 OF 41 TRANSITION PANEL 24+89.39, 34.49' LT EL:98.66 24+88.59, 29.50' LT EL:98.57 24+83.599 29.54' LT EL:98.58 24+80.55, 29.56' LT EL:98.59 TRANSITION PANEL 24+80.499 25.22' LT 19X EL:98.60 24+83.62, 24.54' LT EL:98.54 / 24+88.62, 24.50' LT J EL:98.49 24+88.64, 19.07' LT _ EL:98.41 24+93.64, 19.10' LT EL:98.48 24+83.93, 10.00' LT, FL:97.88 PC 24+88.671 13.07' LT - - - EL:97.99 24+93.889 34.53' LT EL:98.6'i 24+94.42, 29.47' LT EL:98.63 24+98.65, 29.4C LT EL.98.67 25+02.65, 29.44' LT FL:98.39 25+03.94, 36.0 ' Li FL:98.47 x i TC:98.97 m 27 N 25+03.94, 30.01' LT FL:98.39 1.0% .7.0% oo TC:98.89 PT an oo' ee 1 25+03.93, 29.43' LT zo oo FL:98.38 PT v / 25+03.159 24.44' LT FL:98.31 / 24+98.631 24.46' LT i EL:98.59 o 25+01.17, 19.85' LT FL:98.24 NO, / TC:98.74 I 24+98.429 16.20' LT FL:98.14 i' R=20.0'TC:98.64 24+93.67, 12.52' LT LJ FL:98.04 (n -A 24+88.68, 10.57' LT DO FL:97.97 13TH ST SE R m N 00000 SITE #2 - 13TH ST SE AT B ST SE (SW CORNER NEW CURB RAMP DETAIL LEGEND SCALE: 1' = 5' CONSTRUCTION NOTES 27 CONSTRUCT CEMENT CONIC PEDESTRIAN CURB, PER WSDOT STD 6" HMA CL 1/2", PG 58H-22 ON 4" CSBC PLAN F-10.12-04. CEMENT CONC. CURB RAMP CEMENT CONC. SIDEWALK Oo000 0 0 0 0 0 0 DETECTABLE WARNING STRIP Oo000 SOD INSTALLATION SAWCUT 24+88.81, 17.80' RT EL:98.14 24+88.849 23.30' RT EL:98.55 24+85.11, 23.72' RT -EL:98.64 �- 24+85.18, 28.09' RT EL:98.70 24+83.00, 14.00' RT FL:98.08 TC:98.58 PC .01111111111111101,. 13TH ST SE 24+88.801 14.86' RT FL:98.11 24+93.81, 17.18' RT FL•98.17 LEI �\ 24+93.84, 23.28' RT 1n FL:9 24 N +94.28, 24.10' RT FL:98.59 DO 4.4Xj o 0 o 0 4.40% o z 25+00.36, 24.08' FT FL:98.35 24+99.81, 29.08' T EL:98.43 25+02.38, 29.07' T FL:98.40 HP 24+98.16, 31.59' 7T LP VALLEY EL:98.33 0 24+88.86, 29.13' RT •••••••�•"""" EL:98.64 I 25+03.009 33.99' RT 24+94.31, 29.10' RT k;;;;;;;; o FL:98.37 TC:98.87 I EL:98.67 � pT 24+98.19, 39.59' RI 24+89.499 32.72' RT P7 :•:•:•:•:•:•:•:• VALLEY EL:98.44 EL:98.77 ::!�::::::: --- 25+03.00, 41.96' ITT 24+93.979 32.69' RT V FL:98.44 EL:98.72 TC:98.94 SITE #2 - 13TH ST SE AT B ST SE (SE CORNER) GENERAL NOTES 1. MATCH EXISTING SIDEWALK/PAVEMENT AT LIMITS OF CONSTRUCTION. 2. SEE SP SHEETS FOR SITE PREP AND TESC PLANS. 3. SEE UD SHEETS FOR STORM PLAN AND PROFILES. 4. SEE CP SHEETS FOR PAVING PLANS. 5. SEE CD SHEETS FOR DRIVEWAY PLAN AND PROFILES. NEW CURB RAMP DETAIL SCALE: 1' = 5' GENERAL NOTES 1. MATCH EXISTING SIDEWALK/PAVEMENT AT LIMITS OF CONSTRUCTION. 2. SEE SP SHEETS FOR SITE PREP AND TESC PLANS. 3. SEE LID SHEETS FOR STORM PLAN AND PROFILES. 4. SEE CP SHEETS FOR PAVING PLANS. 5. SEE CD SHEETS FOR DRIVEWAY PLAN AND PROFILES. 5 2.5 0 5 10 AS -BUILT SCALE IN FEET BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 No. Date: Revision: Completed By: BY. DATE: * * CWYOF f * ♦ WASHINGTON 1cpff 16015tM1 Avenue, Suite lfi0[1 Seattle, WA 98101 m6622.W2 www.kpM.wm REVIEWED BY PROJECT MANAGER: Q 1 %.ofAn,eur 2/15/2024 Signature Date ALEKSEY KOSHMAN, P.E. ~v9 of T YqG =Ca�t6 o a m`� 2/0B8 �0 84.Of918a��0' �stoxet '� 02/15/24 2023 LOCAL STREET PRESERVATION PROJECT AUBURN, WA CURB RAMP GRADING DETAIL SITE 2 13TH ST SE PROJECT CP2 Designed CJD OZ092024 Reviewed NDA OZ0912024 CONTRACTCT N1 NO. 24-05 APpmved RJL 02/09/2024 SCALE:1! ONE INCH AT FULL~ (IF NOT,SCALE ACCORDINGLY) DRANING N0. CG521 SHEET 36 OF 41 Fle: o„o��0 4 34+97.79, 29.62' LT EL:99.16 - 34+93.39, 29.58' LT EL•99.22� I 34+98.28, 24.73' LT EL:99.13 „�� 35+09.52, 39. 1' LT j� FL:98.55' I TC:99.05' I PT 35+09.61, 35.56' LT FL:98.57' TC:99.07' PT V) W DO R=25.0' ii 3 : ' 16.82' LT FL:98.76 TC:99.26' i 1/2 34+98.28, 18.66' LT 27 BOW:99.06 34+98.28, 14.06' LT HP FL:98.81 TC:99.31 � 34+93.27, 11.55' LT J + 8. I4+79.62, 10.00' LT FL:98.65 34+84.62, 10.00' L FL TC:99.15 FL:98.68 34+810.29' LT TC:99.18 FL:98.714.71 14TH ST SE PC TC:99.21 SITE #3 - 14TH ST SE AT B ST SE (SW CORNER) NEW CURB RAMP DETAIL LEGEND TRANSITION PANEL 133% 34+93.28, 24.77' LT N EL:99.10 34+93.28, 18.66' LT 4`' `.N EL:99.03 34+93.281 14.66' LT EL:98.78 q6x: 00000c I 6" HMA CL 1/2", PG 58H-22 ON 4" CSBC CEMENT CONC. CURB RAMP CEMENT CONC. SIDEWALK 00000 00000 0 DETECTABLE WARNING STRIP EON SOD INSTALLATION 4" CSTC �9flWbPl1 SCALE: 1' = 5' 1. MATCH EXISTING SIDEWALK/PAVEMENT AT LIMITS OF CONSTRUCTION. 2. SEE SP SHEETS FOR SITE PREP AND TESC PLANS. 3. SEE UD SHEETS FOR STORM PLAN AND PROFILES. 4. SEE CP SHEETS FOR PAVING PLANS. 5. SEE CD SHEETS FOR DRIVEWAY PLAN AND PROFILES. CONSTRUCTION NOTES 27 CONSTRUCT CEMENT CONC PEDESTRIAN CURB, PER WSDOT STD PLAN F-10.12-04. A 34+86.701 10.00' RT 34+88.34, 10.05' RT 14TH ST SE FL:98.74 FL:98.76 34+93.27, 10.88' RT 34+81.70, 10.00' RT TC:99.224C TC:99.26 FL:98.81 34+98.281 12.85' RT FL:98.72 FL:98.86 TC:99.22 34+98.31, 17.41' RT PC - - - - - -- --_ EL:98.98 / 35+01.26, 17.40' RT 0.4x 1.0x 27 LP VALLEY LINE 35+04.24, 17.19' RT ,O O O vO OO 9 x Og \� EL:98.19 FL:98.94 TC:99.44 0 0 34+98.33, 21.41' RT 34+93.33, 21.44' RT 'p^ n EL:99.03 p p:::: {: :: 34+98.37, 28.08' RT 34+93.34, 23.09' RT �` \ EL:98.07 EL:99.02 - New Curb Inlet 34+88.88, 23.70' RT i : New Curb Inlet ::: ! �� 0 EL:99.05 ......1::::: `: > .... ... .r:: Ld TRANSITION PANEL 34+88.90, 28.13' RT EL:99.15 DO 35+11.6 34.62' RT 34+93.379 28. RT:::::: }::::::::::.::::::. i FL:99.13 L:99.10t:::::: TC:99.63 .. . is ..... is iii I 4+93.31, 32.70' RT 1.6x . I PT EL:99.15 TRANSITION PANEL 34+97.76, 32.79' RT 35+11.72, 36.62' RT EL:99.08 35+03.97, 33.56' RT FL:99.14 VALLEY LINE TC:99.64 EL:98.29 SITE #3 - 14TH ST SE AT B ST SE (SE CORNER) NEW CURB RAMP DETAIL SCALE. I = 5' 5 2.5 0 5 10 AS -BUILT SCALE IN FEET BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 No. Date: Revision: Completed By: BYDATE: * * crrr OP �--f_ * ♦ WASHINGTON 1cpff 16015tM1 Avenue, Suite lfi0[1 Seattle, WA 98101 m6622.W2 www.kpM.wm REVIEWED BY PROJECT MANAGER: 2/15/2024 Signature Date ALEKSEY KOSHMAN, P.E. b9 oY T� fG �`ae 0 9 y`� 2/0B8 �0 84'Of618a��0' �stoxet '� 02/15/24 2023 LOCAL STREET PRESERVATION PROJECT AUBURN,WA CURB RAMP GRADING DETAIL SITE 3 14TH ST SE PROJECT NO. CP2101 030325 As-Builts CRD Designed JO CJO 02J09/2024 Reviewed RDA 02/09/2024 CONTRACT NO. 24-0$ APPmved RJL 02J09/2024 SCALE: ONE INCH AT FULL~ (IF NOT, SCALE ACCORDINGLY) DRANING N0. CG531 SKEET 37 OF 41 Fle: o�,",o�.n 4 50+60.29, 23.90' LT BOW:281.07 50+52.74, 23.89' LT BOW:281.60� 50+47.70, 24.64' LT EL:281.63 50+43.67, 24.66' LT BOW: 281.70� TRANSITION PANEL - 0.5R 50+43.69, 19.54' LT EL: 281.57 / 50+80.94, 24.48' LT, EL: 281.52 50+76.91, 24.43' LT EL:281.49 50+71.87, 23.87' LT BOW:281.51 50+65.33, 23.89' LT \ BOW:281.04 7.1% O.BR 7z9: - `�O f o.sx r 00 O _z1� oop0oo 7.z;z 50+47.72, 16.34' LT J FL: 281.01 TC: 281.51 50+52.75, 16.35' LT FL 280.99 TC: 281.49 50+60.28, 16.35' LT FL: 280.96 r.:. li 71�i elZ -21NO -[ 50+80.91, 19.51' LT EL: 281.40 50+76.87, 16.30' LT FL: 280.88 TC: 281.38 50+71.849 16.32' LT FL: 280.90 TC: 281.40 50+65.31, 16.34' LT FL: 280.93 - 17TH ST SE SITE #4 - 17TH ST SE AT 17TH DR SE (NE CORNER NEW CURB RAMP DETAIL SCALE: 1' = 5' LEGEND 6" HMA CL 1/2", PG 58H-22 ON 4" CSBC CEMENT CONIC. CURB RAMP CEMENT CONIC. SIDEWALK 00000 000OO 0 0 0 0 0 0 DETECTABLE WARNING STRIP 00000 WAYLflO111 1. MATCH EXISTING SIDEWALK/PAVEMENT AT LIMITS OF CONSTRUCTION. 2. SEE SP SHEETS FOR SITE PREP AND TESC PLANS. 3. SEE LID SHEETS FOR STORM PLAN AND PROFILES. 4. SEE CP SHEETS FOR PAVING PLANS. 5. SEE CD SHEETS FOR DRIVEWAY PLAN AND PROFILES. 49+82.90, BOW:282.00 500tpl - Bp` - - - 50+87.05, 20.72' RT 49+82.98,--20.59'-RT --------- - o / 0*0p00 50+87.10, 25.78' RT EL:281.42 BOW:281.90 - - EL:281.48 50+82.06, 17.73' RT TRANSITION PANEL 1 ITH Sr YE FL:280.88 49+94.9 18.61 R / 49+87.99, 17.56' RT FL:281.24 TC:281.38 FL:281.28 TC:281.74 / 17TH ST SE 50+78.92, 17.74' RT TC:281.78 49+87.87, 25.06' RT FL:980.9118.44' RT PT 50+73.15, EL:281.88 FL:280.94 49+92.91, 25.81' RT / TC:981.44 BOW:281.84 / 40+16.10, 22.20' LT a R=28.0' 50+05.70, 24.71' RT FL: 281.00 - - - ' FL:281.19 / (*40+20.39, 19.63' LT --- ------ _� 50+09.00, 28.44' RT FL: 281.03 >@ �� FL:281.16 o- 27 40+48.88, 20.27' RT / � 0 6X �� FL:281.12 R=27.0' A A% 50+00.12, 29.75' RT °'4• %Mr TC:281.62 / BOW:281.29 40+24.86, 17.95' LT FL:281.06 40+46.12, 32.25' RT 0 0 0 w o BOW:281.26TC:281.56 ,' 000 40+52.42, 26.88' RT 40+55.531 17.7T /RT / 1/4 HP . 0 . EL:281.72 FL:281.06 / 40+30.01, 17.06' LT 40+57.22, 25.08' RT i TC:281.56 FL:281.00 BOW:281.66 TC:281.50 Ae(. ?rg TRANSITION PANEL TRANSITION PANEL / 40+33.33, 17.00 LT / , �. i 50+82.13, 25.20' RT 40+62.929 24.98' RT t / FL280.98 i ;' EL•281.54 BOW: 281.70 TC:281.411 40+61.56, 17.08' RT z PC i 50+74.84, 25.75' RT 27 BOW:281.10 FL:281.03 .� O / 40+37.91, 17.00' LT ' TC:281.53 FL:280.91 ! 50+68.909 28.2C RT PT TC:281.41 BOW:281.13 40+62.68, 17.07' RT FL•281.01 „�� 40+24.27, 26.10' LT N O TC:281.51 ;o BOW:281.60 TRANSITION PANEL gem SITE #4 - 17TH ST SE AT 17TH DR SE (SW CORNER) NEW CURB RAMP DETAIL SCALE: T = 5' CONSTRUCTION NOTES 27 CONSTRUCT CEMENT CONIC PEDESTRIAN CURB, PER WSDOT STD PLAN F-10.12-04. 40+30.58, 24.53' LT BOW:281.60 5 2.5 0 5 10 40+38.44, 25.14' LT SCALE IN FEET EL:281.58 SITE #4 - 17TH ST SE AT 17TH DR SE (! NEW CURB RAMP DETAIL SCALE: 1' = 5' AS -BUILT CORNE BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 No. Date: Revision: Completed By: BY. DATE: CITY OF # ♦ WASHINGTON 1cpff 16015tM1 Avenue, Suite 1600 Seattle, WA 98101 m6622.W2 www.kpM.wm REVIEWED BY PROJECT MANAGER: ,Kai!„„u 2115/2024 Signature Date ALEKSEY KOSHMAN, P.E. b9 of i kQ 0 9 'A 2/0B8 �0 84'Of618a��0' �stoxet '� 02/15/24 2023 LOCAL STREET PRESERVATION PROJECT AUBURN, WA CURB RAMP GRADING DETAIL SITE 4 17TH ST SE O. PROJECT 1 CP2CT Designed CJO 02J09/2024 Reviewed MA 02/09/2024 N CONTRACT NO. 24-05 APpmved RJL 02J09/2024 SCALE:1! ONE INCH AT FULL~ (IF NOT, SCALE ACCORDINGLY) DRANING N0. CG541 SHEET 38 OF 41 Fle: �,o,� 4 59+61.08, 49.92' LT - - - - - - - - - - - - - EL:283.05 59+56.12, 49.88' LT EL:283.13 i 59168.71, 49.81' LT FL:282.29 TRANSITION PANEL i TC:282.79 17TH ST SE 59+58.15, 35.42' LT BOW:282.94 t 59+68.71, 46.74' LT 59+38.48, 16.77' RT FL:282.34 FL:281.88 _ _ 59+52.95, 29.34' LT t TC:282.84 TC:282.38 F - --- 59+47.95, 18.30' RT BOW:282.32 i PT PC ; FL282.03 W III 1 TC:282.53 N 59+48.75, 26.62' LT 59+66.41, 35.25' LT - - 1'e� t TRANSITION PANEL H BOW:282.25 III � HP , 59+54.72, 21.53' RT N I III- FL:282.37 - - - �sg FL:282.15 0 59+44.069 24.90' -LT- - - 27 - eq° xs. TC:282.87 s, BOW:282.63 ^ 59+32.67, 19.82' RT h, 0 59+36.07, 24.39' LT , R=3o.o' EL:282.51 a 's; •�` 59+58.68, 24.57' RT � EL:282.48 ' _ ° ` o FL:282.23 C 59+29.13, 24.93' LT aq, �+ N - - - - - L2R EL:282.55 h oq. 59+64.621 31.64' LT 59+32.679 24.79' RT �60 FL:282.34 H EL:282.55 - - - - - T lei TC:282.84 W III a°I° ,� 59+38.491 24.78' RT s 'a ,0000� 0 EL:282.48 �� 59+65.55, 33.79' RT x > oo� i '�59+57.041 23.01' LT 0 59+45.59, 25.41RT t` FL:282.33 FL:282.22 3: BOW:282.63 �t TC:282.83 CD 59+29.12, 20.04' LT 0 59+50.13, 27.51' RT o3 ., [t EL:282.50 sex 59+52.84, 20.29' LT 1 6� FL:282.15 0 BOW:282.25 ` 69+45.76, 17.55' LT 59+54.10'BOW:251 RT - tt R=30.0' TRANSITION PANEL _ ___ FL:282.03 27 _ TC:282.53 ttt 59+58.79, 37.03' RT BOW:282.93 9t' 59+38.63, 16.76' LT [ 59+68.50, 46.73' RT _ t FL:282.44 FL•281.90 III _ - ' TC:282.94 TC:282.40 PT PC 59+56.49, 46.74' RT 59+68.511 50.39' RT FL:282.52 59+36.05, 16.76' LT 0 ' TC:283.96 FL:281.88 17TH ST SE TC:282.38 59+55.61, 50.48' RT TRANSITION PANEL I SITE #4 -17TH ST SE AT DOGWOOD ST SE (NW CORNER) SITE #4 - 17TH ST SE AT DOGWOOD ST SE (SW CORNER) NEW CURB RAMP DETAIL NEW CURB RAMP DETAIL SCALE: 1' = 5' SCALE: T = 5' LEGEND GENERALNOTES CONSTRUCTION NOTES 1. MATCH EXISTING SIDEWALK/PAVEMENT AT Q CONSTRUCT CEMENT CONIC PEDESTRIAN CURB, PER WSDOT STD MI 6" HMA CL 1/2", PG 58H-22 ON 4" CSBC LIMITS OF CONSTRUCTION. PLAN F-10.12-04. 2. SEE SP SHEETS FOR SITE PREP AND TESC CEMENT CONC. CURB RAMP PLANS. 3. SEE LID SHEETS FOR STORM PLAN AND PROFILES. 0 CEMENT CONC. SIDEWALK 4. SEE CP SHEETS FOR PAVING PLANS. 0 0 0 0 0 o DETECTABLE WARNING STRIP 5. SEE CD SHEETS FOR DRIVEWAY PLAN AND /� 5 2.5 0 5 10 0 0 0 o G PROFILES. AS -BUILT 3" BARK MULCH SCALE IN FEET SAWCUT BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 No. Date. Revisions Completed By: BY. DATE: REVIEWED BY PROJECT NO. 1. LEI 2023 LOCAL STREET PRESERVATION PROJECT Designed CJO 02J09/2024 PROJECT MANAGER: b9 et ♦ kG CP2CT N Reviewed NDA 02/09/2024 AUBURN, WA CONTRACT NO. AFpmved RJL 02J09/2024 CCTV OF * gL2 sr KroA,..,..,. 2/15/2024 o a m c� 24-05 SCALE:1cpff Signature Date CURB RAMP GRADING DETAIL DRANING N0. ONE INCH ♦ 16015tM1 Avenue, Suite 1600 2/0B8 AT FULL~ WASHINGTON Seattle, WA 98101 BBerscsa�°. SITE 4 CG542 m6622.W2 ALEKSEY KOSHMAN, P.E. �stoxet '� File: SCALEACCORDINGLI� 17TH ST SE SHEET 39 www.kpM.wm Fle: �,"�� 02/15/24 OF 41 9 w 4 LEGEND 6" HMA CL 1/2", PG 581-1-22 ON 4" CSBC CEMENT CONIC. CURB RAMP CEMENT CONIC. SIDEWALK 00000 0 0 0 0 0 0 DETECTABLE WARNING STRIP 00000 acac 4" CSTC �9_PJLfl91 GENERALNOTES 1. MATCH EXISTING SIDEWALK/PAVEMENT AT LIMITS OF CONSTRUCTION. 2. SEE SP SHEETS FOR SITE PREP AND TESC PLANS. 3. SEE UD SHEETS FOR STORM PLAN AND PROFILES. 4. SEE CP SHEETS FOR PAVING PLANS. 5. SEE CD SHEETS FOR DRIVEWAY PLAN AND PROFILES. i60+58.419 21.00' RT -- 60+58.41, 111.00' RT , O EL:97.44 _ = FL:96.79 60+56.23, 21.00' RT TC:97.29 EL:97.47 60+48.84, 20.81' RT PT x EL:97.54 60+54.41,110.98' RT O 60+52.12, 24.58' RT FL:96.84 E L:97.61 TC:97.34 PT 60+48.36, 27.87' RT ---------- - ----- EL:97.68 I 60+48.67, 11.84' RT I N FL:96.97 II -- j TC:97.47 Nil ` 60+44.49, 31.24' I I rn \ EL:97.77 No I $ I I \\ s o {x $ o° bN 160+44.491 30.71RT °Oo EL:97.73 R=20.0' ° \� r 60+45.67, 24.10' RT EL:97.61 TRANSITION PANEL I �\ 0.5 60+43.24, 114.41' RT FL:97.05 60+39.48, 17.69' RT 60+34.36, 30.71' RT 60+34.35, 34.72' RT FL:97.12 FL:97.21 60+36.20, 2.72 2' RT TC:97.71 FL:97.23 TC:97.73 6TH ST SE I FL:97.16 PC I TC:97.66 SITE #6 - L ST SE AND 6TH ST SE (NE CORNER) NEW CURB RAMP DETAIL SCALE: 1' = 5' 5 2.5 0 5 10 AS -BUILT SCALE IN FEET BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 No. Date: Revision: Completed By: BY DATE: * * CCTY OF * ♦ WASHINGTON 1cpff 16015tM1 Avenue, Suite lfi0[1 Seattle, WA 98101 m6622.W2 www.kpM.wm REVIEWED BY PROJECT MANAGER: y � QORa�y /mlPmmnw 2/15/2024 Signature Date ALEKSEY KOSHMAN, P.E. ~v9 of T YqG =Ca�t6oyr 09 mc� �0 880f618a��0' �stoxet '� 02/15/24 2023 LOCAL STREET PRESERVATION PROJECT AUBURN, WA CURB RAMP GRADING DETAIL SITE 6 L STREET SE PROJECT NO. 1 CP2CT Designed CJO 02J09/2024 Reviewed NDA 02/09/2024 CONTRACT NO. N 24-05 Appmved RJL 02J09/2024 SCALE:1! ONE INCH AT FULL~ (IF NOT, SCALE ACCORDINGLY) DRANING N0. CG561 SHEET 40 OF 41 Fle: �,",� GENERALNOTES 1. LOCATIONS OF EXISTING SUBSURFACE UTILITIES ARE APPROXIMATE. CONTRACTOR TO VERIFY. 2. SITE 5 ALIGNMENT IS THE SAME ALIGNMENT SHOWN ON THE CP AND SP SHEETS. 3. SEE CP SHEETS FOR PAVING PLANS. 4. SEE CIS SHEETS FOR CURB RAMP DETAILS. 5. SEE UD SHEETS FOR STORM PLANS AND PROFILES. LEGEND 1 6" HMA CL 1/2", PG 58H-22 ON 4" CSBC 2„ HMA CL 112", PG 584-22 OVERLAY CEMENT CONIC. SIDEWALK CEMENT CONIC. DRIVEWAY 0.05' RT YMPIC = 10+30.00 03841.23 '98726.83 SITE #1 - OLYMPIC ST SE AT 37TH ST SE DRIVEWAY DETAIL: INLINE DROP APRON (RESIDENTIAL) HORIZ: 1"=5' N N — O rn v M p�p w aw 1.5D%_4-__ DRIVEWAY PROFILE HORIZ: 1 "=5' 1HAV 40 J II i II i -----� W 0 H !n II � I � I I 57+71 I I I � II � I I EP: 57+70.92 N: 117125.55 E: 1295531.29 SITE #5 - 6TH ST SE AT ALLEY DRIVEWAY DETAIL: OFFSET APRON (INDUSTRIAL/COMMERCIAL) HORIZ: 1"=5' DRIVEWAY PROFILE HORIZ: 1"=5' 1H:4V A �+ 5 2.5 0 5 10 sAWCUT CONSTRUCTION NOTES AS=BUILT CONSTRUCT CEMENT CONIC PEDESTRIAN CURB, PER WSDOT STD SCALE IN FEET 27 PLAN F-10.12-04. BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 No. Date: Revision: Completed By: gY. DATE: * * OlTYOF f * ♦ WASHINGTON 1cpff 16015th Avenue, Suite 1600 Seattle, WA 98101 m6622.W2 www.kpM.wm REVIEWED BY PROJECT MANAGER: gL241 KaA,..,.". 2/15/2024 Signature Date ALEKSEY KOSHMAN, P.E. b9 of LEI 3�a�t$ oyr a _ m� M(I �3loxet '� Oz/is/za 2023 LOCAL STREET PRESERVATION PROJECT AUBURN, WA DRIVEWAY PROFILE SITE 1 AND SITE 5 1 PROJECT CP2101 Designed CJO 02J09/2024 Reviewed NDA 02/09/2024 CONTRACT NO. 24-05 DRANING NO. CD101 Approved RJL 02/09/2024 SCALE:1! ONEINCH AT FUAT FU S~ (IF NOT, SCALE ACCORDINGLY) SHEET 41 1 OF 41 Flle: m„",�„m