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HomeMy WebLinkAboutCP2117 - AS BUILT PLANSCITY OF - 11LV WASHINGTON PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington VICINITY MAP O N SCALE: 1' = 2500' Nancy Backus Mayor Ingrid Gaub, P.E. Public Works Director CITY OF AUBURN Jacob Sweeting, P.E City Engineer Matt Larson, P.E. Project Engineer NG & PIERCE COUNTIES, WASHINGTON :CT k '4-L3 q Y o 01 wngylxdd i av c+ F� 753 ZONAL �G A STREET LOOP PROJECT NO, CP2117 CONTRACT NO. 23-19 DRAWING INDEX Sheet Number Sheet Title Sheet Description 1 GTO01 COVER SHEET WITH VICINITY MAP & SHEET INDEX 2 GN001 LEGEND, ABBREVIATIONS, AND PROJECT GENERAL NOTES 3 GV001 SURVEY CONTROL & ALIGNMENT PLAN 4 CD101 EXISTING CONDITIONS, SITE PREPARATION AND TESC PLAN 5 CR101 A STREET LOOP AND ALLEY GRADING AND PAVING PLAN 6 CR201 ROADWAY PROFILE 7 CX301 TYPICAL ROADWAY SECTIONS 8 UD101 STORM DRAINAGE AND WATER PLAN AND PROFILE 9 CR501 DIVISION STREET INTERSECTION PLAN 10 CR502 ALLEY INTERSECTION PLAN 11 CR503 A STREET INTERSECTION PLAN 12 CR504 ROADWAY AND DRAINAGE DETAILS 13 CM101 CHANNELIZATION AND SIGNAGE PLAN 14 SS101 WALL 1 PLAN AND PROFILE 15 SS102 WALL 2 PLAN AND PROFILE 16 SS301 TYPICAL WALL SECTION 17 SS302 WALL FASCIA PANEL DETAILS 18 SS303 RETAINING WALL PRECAST CAP AND YARD DRAIN DETAILS 19 SS304 RETAINING WALL FENCING DETAILS 20 UL101 ILLUMINATION PLAN RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS INSPECTOR: PROJECT MANAGER: DATE PROJECT COMPLETE: 11/14/2024 FED AID NO. STBGUL-1070(011) CITY OF AUBURN APPROVALS PROJECCP21T NO. 17 THIS PLAN SET FOR PROJECT CP2117, SHEETS 1 TO 20 ARE APPROVED FOR CONSTRUCTION BY: CONTRACT NO. JACOB SWEETING, P.E. 07/17/2023 23-19 City Engineer Date DRAWING NO. GTO01 MATTHEW LARSON, P.E. 7/7/2023 7SHEET 1 Project Manager Date OF 20 i F[ cc 4r WATER SYMBOLS SIGNALIZATION SYMBOLS ABBREVIATIONS EXIST,. PROP- DESCRIPTION SYMBOL EXIST. PROP. DESCRIPTION o • BOLLARD AC ASPHALT CONCRETE MON MONUMENT a THRUST BLOCK 11oro E]oro DIPOLE DETECTOR ACP ASPHALT CONCRETE PAVEMENT MPC MIDPOINT OF CURVE QUADRAPOLE DETECTOR AP ANGLE POINT NA NOT APPLICABLE ® ® WATER METER APPROX APPROXIMATE INORTH AMERICAN DATUM � _& FIRE z m m IJ 0 JUNCTION BOXES (TYPE I, II, III) FIRE HYDRANT 3—NOZZLE ASPH ASPHALT NAVD NORTH AMERICAN VERTICAL DATUM PEDESTRIAN PUSHBUTTON ASST ASSISTANT NO. NUMBER or NORTH 17 l7 FIRE HYDRANT 2—NOZZLE POST W/ PUSHBUTTON ASSY ASSEMBLY NST NO STEEPER THAN ® ® SPRINKLER VALVE BOX PEDESTRIAN SIGNAL HEAD AUX AUXILIARY NTS NOT TO SCALE ® m SIGNAL CONTROLLER AVE AVENUE NW NORTHWEST m m SPRINKLER HEAD AWS AUBURN WAY SOUTH O.C. ON CENTER DQ N GATE VALVE GEN. ® ® SIGNAL LOAD CENTER BC BEGINNING OF CURVATURE OH/INT OVERHEAD INTERCONNECT STREET LIGHT ASSEMBLY BM BENCH MARK P POWER p 1 BLOW —OFF VALVE BND BEND PC POINT OF CURVATURE to TRAFFIC SIGNAL POLE BOP BEGINNING OF PROJECT PCC POINT OF COMPOUND CURVATURE Cb V/ BUTTERFLY VALVE �-� TRAFFIC SIGNAL POLE BOT BOTTOM P.E. PROFESSIONAL ENGINEER � W/ LUMINAIRE N CHECK VALVE BOW BACK OF WALK PED PEDESTRIAN TRAFFIC SIGNAL O ♦ CB BETWEEN P.I. POINT OF INTERSECTION 0 NI PLUG VALVE SUPPORT POLE __II VEHICLE SIGNAL HEAD CB CATCH BASIN PN7 POINT > > CAP/PLUG CDF CONTROLLED DENSITY FILL POC POINT ON CURB VEHICLE SIGNAL HEAD CEM. CONIC. CEMENT CONCRETE PPB PEDESTRIAN PUSH BUTTON COUPLING W/ ARROW INDICATOR CL, Cr CA. CLASS, CENTERLIN PRC POINT OF REVERSED CURVATURE '`L FC ADAPTER, (FLxMJ). CG CURB & GUTTER PROP PROPOSED D ► CHANNCo CELIZATION SYMBOLS PRV PRESSURE REDUCING VALVE STATION CoA CITY REDUCER PS PUMP STATION CITY OOFT ABURN F IIDC IBC PSE PUGET SOUND ENERGY TAPPING TEE &VALVE, (FLxMJ) CONN CONNECT � � SYMBOL EXIST. PROP. DESCRIPTION CONST CONSTRUCT, CONSTRUCTION PSF POUNDS PER SQUARE FOOT VERTICAL BEND (FL) CONT CONTINUED/CONTINUOUS PT POINT OF TANGENT 1'17 }"E o STOP BAR COR CORNER PVC POLYVINYL CHLORIDE or VERTICAL BEND (MJ) CRV CURVE POINT OF VERTICAL CURVATURE SANITARY/STORM SEWER SYMBOLS OR OR CROSSWALK CSBC CRUSHED SURFACING BASE COURSE PM POINT OF VERTICAL INTERSECTION CSTC CRUSHED SURFACING TOP COURSE PVT POINT OF VERTICAL TANGENT IIIIIIII IIIIIIII LEFT TURN ARROW DCTL BW BASELINE BROKEN CONTROL POINT, ,CONTROL R RADIUS EXISL PROF- DESCRIPTION `� RD ROAD ® ® SANITARY SEWER CLEAN OUT DET DETAIL, DETECTOR/DETECTION LOOPS REF REFERENCE SANITARY SEWER MANHOLE (II•J RIGHT TURN ARROW DI DUCTILE IRON RPM RAISED PAVEMENT MARKER DIA DIAMETER RR RAILROAD (As Labeled In the Plans)hljfj DR DRIVE RT RIGHT El❑ STORM DRAIN CATCH BASIN LEFT —STRAIGHT ARROW DSW DOUBLE SOLID WHITE / �II r■■yI R W, ROW RIGHT OF WAY STORM DRAIN MANHOLE lII6� ■Y DSY DOUBLE SOLID YELLOW S, SO. SOUTH 0 Q wY ONLY DWG DRAWING D, SO STORM DRAIN (As Labeled In the Plans) PP II E EAST, or DISTANCE BETWEEN SDMH STORM DRAIN MANHOLE ® STORM DRAIN CLEAN OUT �tllll6 SCHOOL PM & VERTICAL CURVE SE SOUTHEAST pp EA HSEC SECTION STORM DRAIN CULVERT p�B STOP EC END OF CURVATURE SQ SQUARE BICYCLE LANE EL, ELEV ELEVATION SHT SHEET SIG SIGNAL ENGR. ENGINEER SMH SANITARY SEWER MANHOLE GAS/POWER/TELEPHONE SYMBOLS HANDICAP SYMBOL EDP END OF PROJECT, EDGE PAVEMENT SMIC MONUMENT (IN CASE) EEMERGENCY VEHICLE PREEMPTION SMON MONUMENT (SURFACE) EXIST, PROP. DESCRIPTION pp R EX,X, EXIST EXISTING SS/#' S SANITARY SEWER/SIZE IN INCHES GAS VALVE tl V1 R RAILROAD CROSSING FCA FLANGE COUPLING ADAPTOR SST STAINLESS STEEL P P POWER VAULT FH FIRE HYDRANT SSW SINGLE SOLID WHITE 0 0 0 LANE MARKERS TYPE I FL FLOW UNE/CURB GUTTER PAN, FLANGE SSY SINGLE SOLID YELLOW -0- 4 UTILITY POLE FO FIBER OPTIC ST STREET c__ • LANE MARKERS TYPE II FOC FACE OF CURB STA STATION UTILITY POLE ANCHOR SURVEY SYMBOLS FT FEET/FOOT 0 o STD STANDARD TELEPHONE VAULT G GAS LINE S/W SIDEWALK Q TO SYMBOL GIS GEOGRAPHICAL INFORMATION SYSTEMS SV SURVEY TELEPHONE MANHOLE EXIST. PROP. DESCRIPTION GV GAS VALVE sw souTHwEsr HMA HOT MIX ASPHALT TMH TELEPHONE MANHOLE SURFACE FEATURES/LANDSCAPING ANGLE POINT HOR HORIZONTAL TSPL TRAFFIC SIGNAL POLE W/ LUMINAIRE BENCH MARK HP HIGH POINT TV TELEVISION EXIST, PROP, DESCRIPTION O BLOCK CORNER HT HEIGHT TYP. TYPICAL J HWY. HIGHWAY U/G UNDERGROUND �T o EMBANKMENT IRON PIPE IE INVERT ELEVATION UP UTILITY POLE o wMB MAIL BOX IN INCH/INCHES UPA UTILITY POLE ANCHOR G3 SHRUB ® IS MONUMENT (IN CASE) INT INTERSECTION UTIL UTILITY OCCCI C ICS ROCKERY ® ® MONUMENT (SURFACE) INTER INTERCONNECT CABLES VERT VERTICAL JB, J—BOX JUNCTION BOX VEH VEHICLE RIP RAP + SECTION CORNER MONUMENT K RATE OF VERTICAL CURVE W WEST, WATER, WATER SERVICE n i SIGN o SOIL BORING L LENGTH OF ARC WA WASHINGTON LB(S) POUND, POUNDS W/ WITH % % TREE (CONIFER) xm ® AERIAL MAPPING CONTROL POINT LED LIGHT EMITTING DIODE WSDOT WASHINGTON STATE DEPARTMENT Q O TREE (DECIDUOUS) ocnw CONSTRUCTION BASELINE LF LINEAL FOOT/FEET OF TRANSPORTATION X( X YARD LIGHT CONTROL POINT LOC LOCATION WWF WELDED WIRE FABRIC LP LOW POINT WV WATER VALVE Q 0 HATCH (CEMENT CONCRETE) 0 ANGLE POINT LT LEFT ® ® uaioo-eaa� aewwo-oeeo KING COUNTY PARCEL NUMBER LUMIN LUMINAIRE HATCH (GRAVEL) ) (10 Digit Number) MAX MAXIMUM r 1 EXISTING BUILDING CONSTRUCTION NOTES STREET WATER STORM SEWER TESC DEMO MB MAILBOX LZ_ fJ O ElO CI) A, MIN MANHOLE MIN MINIMUM ���'_\//��\ DETAIL CALL OUT � `DETAIL NUMBER MJ MECHANICAL JOINT UD101 REFERENCED DRAWING SCALE: ONE INCH AT FULL S (IF NOT, SCALE ACCORDINGLY) 13 • Otak 11241 Willows Road NE. Sulle200 Redmond, WA W052 425S22 4445 www.otakcom LINETYPES EXISTING: PROPOSED: SURFACE FEATURES: CURB/PAVEMENT/SIDEWALK BUILDING LINE CREEK / DITCH CENTERLINE _X_X_ _X_X_ FENCE GUARD RAIL RAILROAD ........................ RETAINING WALL - ---- --- ------ RIVERBANK/SHORELINE — - - - - - - - - - - — — . . . . . . . . . . — VEGETATION SURVEY: CENTERLINE 65 65 CONTOUR — — — — — — — — — — — — — — EASEMENT (PERMANENT) — — — — — — — — — — — — — EASEMENT (TEMPORARY) -- -- PROPERTY LINE RIGHT—OF—WAY — — — — CITY CLAIM OF PRESCRIPTIVE RIGHTS %" SS X" SS UTILITIES: SANITARY SEWER (SIZE IN INCHES) X" SD X" SD STORM DRAINAGE (SIZE IN INCHES) SSFM SSFM SANITARY SEWER (FORCEMAIN) X" W X" W WATER X" G X" G GAS OP OP POWER (OVERHEAD) BP BP POWER (BURIED) OTV OTV CABLE TELEVISION (OVERHEAD) BTV BTV CABLE TELEVISION (BURIED) OT OT TELEPHONE (OVERHEAD) BT B7 TELEPHONE (BURIED) PROJECT NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. STANDARD PLANS SHALL BE THE LATEST EDITION AND SPECIFICATIONS SHALL BE 2023 WSDOT/APWA AS MODIFIED BY THE CITY OF AUBURN, INCLUDING AUBURN'S STANDARD DETAILS A COPY OF THESE APPROVED PLANS AND APPLICABLE DETAILS SHALL BE ON SITE DURING CONSTRUCTION. 3. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE —CALL (811) FOR UTILITY LOCATIONS. 4. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL ON —SITE STORM WATER RUNOFF BY USING TEMPORARY OR PERMANENT DRAINAGE EROSION/ SILTATION CONTROL PROCEDURES. 5. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE DEPTHS AND LOCATIONS OF ALL UNDERGROUND UTILITIES. 6. RIGHT OF WAY LINES SHOWN WERE PROVIDED BY THE CITY OF AUBURN. AS -BUILT BURIED UTILITIES IN AREA FEDERAL AID NO. PLEASE CALL 811 YOU DIG STBGUL-1070(011 REVIEWED BY A STREET LOOP PROJECT MAN ER: AUBURN, WA 7 9 12023 S nature Date LEGEND, ABBREVIATIONS, AND PROJECT GENERAL NOTES Matthew Larson, P.E. PROJECT NO. CP2117 CONTRACT NO. 23-19 DRAWING NO. GN001 SHEET 2 OF 20 COA 808-023 SURVEY NOTES: 61 N� cc 4� I I I I I I 300 S.DIVI9S �2ST 1 AUBURN, I I 1 I 300 S.DMSION ST I AUBURN, 98002 I I I I II 1 I I I 320 S.DIVI5 AUBURN, 98001\ AUBURN. I .. � Be 1 \� I II 1 1 AUBURN, 98002 • 10.00' 1 ALLEY CENTERLINE STA 20+77.97 -N 114005.45 E 1294094.27 1 I 1328-330 S.DNISION 6T • • • , .. • I• •� o I AUBURN. 98001 II ALLEY CENTERLINE 1 0 _ f I U O° COA 808-013• ---r _ _ 1 IL I i O y I I 336 S.DIVISION 9 _ - -I 11 I r/ 325 A ST S 11 to AUBURN, 98001 r I W AUBURN. 98 2 z eb I 1 T �ROPERttLIN� N \\\"`�!!!•,,� r�� JI PROPERTY LINE 8❑ CENTERLINE CPNT PIK I E 2 _ 1 + 0 - - L11++0 87.18 _ 1 ALLEY CENTERLINE STA 20+00.00 I I I 1 +p `- CENTERLINE STA 9+78.46 \ CENTERLINE STA 11+43.92 \IIIIII I II i N 113927.49 E 1293928.20 - N 113942+34 E 1294092.9.98 0 III III / / \ � _� � _/ Bqo A BURN. 98�_ � � _ _ _ ��, •- Q-O- - �s5�� I I II lil _ _g1 BNSF R/W �� -✓ \��� �`-- -92 �/ I / SCALE: ONE INCH AT FUAT FU~LSCALE (IF NOT, SCALE ACCORDINGLY) File: '.13 Otak 11241 Willows Road NE. Sulle200 Redmond, WA W052 425a22 4446 www.olakcom COA 808-017 I / 1. HOR17ONTAL DATUM NAD83(1991), WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE, 4601 2. BASIS OF BEARINGS BEARINGS AND COORDINATES FOR THIS DRAWING ARE BASED ON GNSS RTHK OBSERVATION ON THE SURVEY CONTROL LISTED: NORTH 0749'28" EAST ALONG THE MONUMENTED CENTERLINE OF A STREET SE AS DETERMINED FROM COA MON 808-039 AT COA MON 808-017 3. SURVEY CONTROL COA PT k NORTHING EASTING ELEVATION DESCRIPTION 808-039 113564.66 1294214.35 84.87 MIC ON A ST SE N. OF 6TH SE 808-017 114304.27 1294249.24 89.71 MIC AT 3RD ST SE & A ST SE 808-023 114312.63 1293949.37 00.00 MIC AT 3RD ST SE & S. DIVISION ST 808-013 113984.96 1293944.12 86.66 MIC ON S. DIVISION ST PC MON S. OF 3RD ST SE VERTICAL DATUM = NAVD88 BASIS OF ELEVATIONS STATEMENT: FOR THE PURPOSES OF THIS DRAWING ELEVATIONS ARE BASED ON CLOSED LOOP DIFFERENTIAL LEVELS HOLDING CONTROL POINT #2 ELEVATION=87.18 J 1 a D) W1 COA SURVEY CONTROL POINTS 1 wI COA PT Y NOSING ELEVATION DESCRIPTION N s / I 2 113929.58 1294056.20 87.18 PK NAIL IN CTR OF CUL DE SAC I CENMFtlJNE ,qo 5t NUMBER STATION LENGTH RADIUS BEARING DELTA NORTHING EASTING r L7 9+64.34 352.38' S84a50'58"E 113943.61 1293914.13 O I ALLEY CENTERLINE NUMBER STATION LENGTH RADIUS BEARING DELTA NORTHING EASTING L2 20+00.00 77.97' NO'56'36"E 113927.49 1294092.98 I II I I I LEGEND TEMPORARY CONSTRUCTION EASEMENT AREA (SEE SPECIFICATIONS) m 1 �\ I I 20 0 20 40 COA 808-039 SCALE IN FEET 0 AS -BUILT FEDERAL AID NO. BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG STBGUL-1070 011 811 REVIEWED BY A STREET LOOP PROJECT NO. PROJECT MAN ER: CP2117 AUBURN, WA CONTRACT NO. 79/2023 23-19 SI nature Date SURVEY CONTROL & ALIGNMENT PLAN DRAWING N0. GV001 Matthew Larson, P.E. SHEET 3 OF 20 r 300 &DIVISION ST AUBURN, 98002 I 300 S.DIVISION ST AUBURN, 96002 somN k808-nu- RIM=86.78 I 320 S.DMSION ST STA 11+40.1 DEMOLITION NOTES: o.00'Lr AUBURN, 98001 (j 3 12+47,08, 131 3 L7REMOVE � I EXISTING ASPHALT PAVEMENT, Q // // 4 rc Q REMOVE EXISTING CEMENT CONCRETE SIDEWA STA 10+05.05, 45.431LT 3 i �BDCB type-erssfi DRIVEWAY TO THE NEAREST LK, CURB / %Ix� RIM ]3 DIRECTED BY THE ENGINEER. JOINT OR SAWC�P' OR • _ , , _ , • _ . • q STA 12+30.43 725.48'Li\ , 12" DI SE)IE=79.]3 AS -SYA I0+15.9 O • - 4 STA 12+32.01 1 J / �r I RIM 62599-@2ss7 ASMOVE DIRECTED gay T URS AND GLp7ER TO THE NEAREST OR 2, 44,05'LT 21.75'LT (rz 8" CONC (E)IE=78.19 HE ENGINEER, EST JOINT STA 11+43.19, I AUBURN, 98002 / !X9 ' I 82"CONCOONO W8I E=]7b9 REMOVE EXISTING LANDSCAPE. 4 3 78 13'LT %m''r q ( ) STA 11+51.02 REMOVE EXISTING - - I 53.03'LT q 87A 12+33.94, 83.2YL7 p�.yr SIGN. � J.)J (328-330 S.OIViSION ¢T PROTECT r/ I EXISTING SIGN. {- 7 I AUBURN, 98001 I Q / STA 11+84.42, 81.79'Li 3 4,(1, \ / sore k909-81164 PROTECT EXISTING N 7 �i/YYr I MANHOLE. '4 / WM=a2.as MAN L . Z E9 i 37A 11+32,65, _ •(• - - • • -' e° CONIC (wpE=]e.]5 8 REMOVE O t- - - - 51,68'LT '/'y e? / EXISTING STORMMDR•AINA O 45 STA 10+20.44 4 , gyy;�"d _ • • _ , , _ I /9�' GE STRUCTURE. to I AAAJ,,,,J4�/ W REMOVE EXISTING FIRE RANT O w 2 STA 10+22.35 i g• 4 _ - 2 - I. • I I q STA 12+32.60 55. 'L7 r` "rj/m \ 3 I F�-�' / I PROTECT EXISTING FENCE. rp 5 ( 6 I I SpdIR' (/809-6255 STA 12+32,5 % I LLLI U EXISTING z �� 336 S.DNISION 5T R 87.9E 4 2, 30,42'LT r i REMOVE AUBURN, 98001 `e, FENCE. "OOpIG_7 PROTECT EXISTING WATER SERVICE. I / 4 3 sia 11+24,85, sM 8236_ 13 //i/ '1 12 C,`l�l2UfAB( ( 11((,N/ 9 / ,// S�MH /808- 20.64'L7 DI(t'081E=E4.46 / ♦,!/ t a (w,EpE=9a 457 10+65.23 20,15'LT ! / 4� ' 57�7�+89. ry' j• STA f0+ 3 4 J rII 5 27, 27.38L7O I/N ,I TA 12 5 .36, 3ff. 'LT 65.s , 3 _ _ D / N z EROSION CONTROL NOTES: 2 /f / ri /i�/iiJ/Ji �i'�i'�J�/i'r4/fi �irJri/fi/Ji JirirJi ,/, f'J♦i T l•/, / 1 1 MAINTAIN yjrf,, INSTALL AND 8> ♦� /r�rJ� /�♦j�♦/�rJ�J/�J/� �Or4/rj,�,,�,/�/,�/J�r/�//�/fp '•/, m , PER CIIY OF AUBURN TEMPORARY CONSTRUCTION i ! i/i i iri/i ililiJir i/i'i i/iriri'irifiri iJ '� r ST I O STANDARD DETINSTALL AN AIL E-01.7. EN LACE/EXIT 1 4THSTRE f r!////♦/rJJ///////♦r f 1z+5. S / / i J JJi /� /'!/!/ /j /♦i♦i♦rrf f TRA (NON-RESIDENTIAL ET SE )fG6/4;44,4i� i�G�G �Gr r/J /Y Y r BE 4.8 ' 3 1 I 2 0 AUBURN STA DARO"NTAN CATCH BASIN 03. INLET PROTECTION PER CI COLLECTOR rrll//! / ///rrff II / / / ♦ N N PSE UTILITY Jr / ///♦♦r // / / v,£ //ff r / / / ♦/frrJ/// i i/ / / OLE 7O ETAIL 4 pq/ / RELOCATED BY 2. TY J/i rifif/if0 /ri J4r/i fi 4♦7ri J /, /,i ri ,i14 s :, ti,i /,i(Ci/firl Ji r / i r lig? // f,�,/JrJIr/iJ,✓,,♦,, PSE INSTALL SILT FENCE PER / ,i r/J♦//rJf4///r r� rJ4f///f//J/h, grgrr4J4�• rp/ q h�r/�!!rJrrJrlJrq,J rJ J J / / r ,,J r / E-02.1. CITY OF AUBURN i iir/rirr�rr%rip%J�4�4r�ip✓/'�'f2;fti3 A 0 46��ir✓,Jfi/Ji/Ji��% 4��i��i�J¢J RISDM" R'S54] STANDARD DETAIL ,yV/Ji4J/f J r f/!r r/rf J//JR" (Xfs: /J Jjrp q/j rj rj rJp//J,gggr//r//prj r/r///f/f/ J/J r I /J J f q r4ihf4'4`%G/`; `';%..p4J'N)Si4 Si • // If / //!4f/G'/�,ii 4 i�ii 4�ii'J✓,''/i'/JJipr'Ji/rii J4r'r4 �4 / /f r r 13+0 1 12- CONC (s E=72.2o ir,,lJ,fae�/f♦f,i�ri�,i4��J/�rt4fi�,i�,��q p�r4,44G/Jf/Gr,�ifri�ifi�ir4/�ii44rpr�h coNc (sw)E�nzo / r ♦ J p r//=Jp, /r,/J/ilrrJrr,,J q/i,,irfr/irJi`rr/rf/ rirJJ`//ir/ J/ir iirri4rriJrfiJ,iJ4,r♦iJi,ri,,i�/J�/'�4'4i'r!i/,if4r,4rJ,i 4rr/�JiP,+',� J I ..._ lfi: '�Kc .(NEllE1z.aA. /4/4pi 4p/ofi fIV //J¢rfGJjr/,/rr, /r,',i 4qr �rqf fJ4 r ♦ i 6 2 r ,J i/iJii4i�i �Jl�ri%r, / f, , I e\ / SOCB 1i1336 LEA _ �(y END 3 STA 11+53.36, 23.8TLi ',,/'rf/r4/JhiJ?/r/ /i�///fJ!/r�i'/Jii/,� /h r/ ry J RIMCW ( -90 AUBURN, 9B 2_ / /�//,; / 8" CMP (N)E=73.91 _ ''• _ - _ _ I a° CMP (S)PLVGGED AREA OF ASP 91 r l 1 4 8" CONC (NE)E:73.81 HALT PAVEMENT REMOVAL -- =92 q STA 71+ 0.50, - • ..� 11 ! \ d STA 9+83.67, (R7 f '-33,78'RT ' _ - STA 1 RA 74, 43.39'R7 \ AREA OF CEMENT CONCRETE 4 43- _ 4 �'+`�47g0•R7 _ 90- '1 ' I' I STA 12+54.65. 43.52'Ri 3 re/i�/r�JrJrr,¢, REMOVAL STA 9+81.34, 40.82R7 V - _ J' �r�� +I / AREA OF CLEARING GRUBBING, EXCAVATION, _ _91 1 q STA 77+95.731 39. RT _92 AND CONC. PLANTER BOX REMOVAL STA 9+77. 4 STA 12+05.351 -" SOMH F35oa _ 39, 36.9TRi 3 40.72'RT -5] RIM=76.J3 CURB DMH 13636 ` 8" CONC (E)IE=73.06 REMOVE EXISTING q STA 12+25.43, 40. RIMCONC .� a" CONC (w))IE=7 .8 AND GUTTER 60'RT 8' CONC (E)E>73.42 ` I 12" COW (N)IE=72.83 8" CONICW (19XE=7726 I ' 12' CONC (S)IEsR.e3 REMOVE EXISTING PIPE q STA 12}34,6 , 8" COW (S)E-7Te67 2 40.78'RT e" coNc (s)E=n.92 4 3 57A 2 ,^, SILT FENCE 12+49.4g, 37.02'RT socB S3503 BDCa tIS499 / RIM=7646 1 BMCONC (W)IE-73.13 4" PVC (W)IE=73 68 8" CMP (sw)IE-74.9aREMOVAL OF ST 6" CONIC NE)IE=7313 CONC (E)IE=72.7a RUGTURES AND OBSTRUCTIONS: A STREET LOOP PLAN CHAIN LINK FENCE REMOVAL SCALE: 1"=20• I SIGN, POST AND FOUNDATION REMOVAL N HYDRANT REMOVAL (INC. PIPE AND VALVE) 5 F LF THRUST BLOCK REMOVAL 5 EA 20 0 I CONCRETE EA 20 I PLANTER BOXES REMOVAL 7 EA 40 I �..� 15 EA SCALE IN FEET SCALE: ONE INCH AT FULL SCALE (IF NOT, SCALE ACCORDINGLY) N VJ z 0 > A STREET LOOP G AS -BUILT KEY MAP /� � REVIEWED BY PLEASE ALL IBEFORI2 AREA FEDERAL AID NO. 1�* * ( tak PROJECT MAN ER: 811 STSGUL- �/ 1070(011) �" A STREET LOOP WASHINGTON 41 WAlows Road NE, sud& SI OdiUr@ p/ 23 AUBURN, Wq PROJECT NO. Redmond, WA ggp�r2 Date EXISTING CONDITI CP2�17 425.8224g48 Matthew Larson, P,E, ONS, SITE PREPARATION CONTRACT NO, AND TESC PLAN 23-19 DRAMG No. CD701 SHEET 21 OF 20 �r a: F CONSTRUCTION NOTES: OINSTALL CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN F-10.12-04, LIMITS AS SHOWN, EXCEPT THROUGH CURB RAMPS. O2 INSTALL PERVIOUS CONCRETE SIDEWALK PER ROADWAY DETAIL ON SHEET CR504. I O3 INSTALL CURB RAMP WITH DOMES PER WSDOT STD PLANS PLANS F-40.12-03 AND F-40.15-04. SEE SHEETS CR501 -CR503 FOR DETAILS. ® INSTALL NEW HMA PAVEMENT PER TYPICAL SECTION DETAIL ON SHEET CX301. ae I O EXISTING POWER POLE TO BE RELOCATED BY PSE. \ f I I © INSTALL CEMENT CONCRETE TRAFFIC CURB PER WSDOT STD PLAN F-10.12-04, ,m \ LIMITS AS SHOWN, EXCEPT THROUGH CURB RAMPS. . . _ .. � • • — ' ' � � - * � eJ� / � ®LJI INSTALL SOLDIER PILE WALL, PER DETAILS ON SHEETS SS101-SS301. STA 12+75 91, 8151.29`I'L7 11 O8 INSTALL CEMENT CONCRETE SIDEWALK PER Cltt OF AUBURN STD DETAIL T-15.1. I I , BEGIN / Og INSTALL PORTLAND CEMENT CONCRETE CROSSWALK, PORTLAND CEMENT STA 11+44.07, 52.52'LT 4 , \ I / CONCRETE PAVING WITH 2'X2' SAWCUT SCORED PATTERN PER CITY OF AUBURN / STANDARD DTL T-43.2. I � � , , � • I' � • • + 10 INSTALL 2' WIDE X 1' DEEP BALLAST OUTFALL PAD. STA o BEGIN0+05.05, 45.43'LT 1 4 STA 11+3300, 51.70'L7 I q: I En we I 11 INSTALL PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER PER CITY OF 4 STA 11+31-171 37.00'L7 r I ,In \ H-�/ AUBURN STANDARD DTL T-32.3 AND WSDOT STANDARD DTL F-10.64-03. _ a !n ® L STA 11 +31.43, 33.47'L7 I I"88, I 1 / Ka I 12 INSTALL CEMENT CONCRETE SIDEWALK PER CITY OF AUBURN STD DETAIL T-15.1. o STA 10+15.92, 44.05'LT 4 — I :11 CX301 D Nei / Nz PAVING TO BE STAMPED WITH COLORS AND PATTERNS APPROVED BY THE CITE. e I� CX301 ',, I as I = o STA 10+20.44, 42.94'LT — ' - I i m r - - I 1 +j i \ STA 12+54.31, 30.89'LT 0 �� 3 I A — S'+'• Ij{b�' + STA 11 +46.91, 113.90'LT 1 7 CX301 I+'i..� BEGIN I 10 0' 3 4 1 STA 11+11.49,112.00'LT CX301 « 9 — , }+«� 3' STA 12+55. 14.80'LT , "e.• PAVEMENT LEGEND / n .':C .. 07 .8+8,{g6 ++,�fi,�,'�*.'•=•.* ��F.i : { � F+«+} + �t 12 / � PERVIOUS CONCRETE SIDEWALK n ' _ 584 50 5792E f _ +6 1U ` ',T 1 p( 4TH STREET SE :; : �,. .1++i) rr I r 1 +O 1 ',.• CEMENT CONCRETE SIDEWALK AND CURB RAMP L 61.07, R 500.00 .; (A STREET LOOP) / o-OQ7.00- . _. (NON-RESIDENTIAL COLLECTOR) ' / \ I FULL DEPTH HMA ROADWAY CONSTRUCTION 20 GRIND AND OVERLAY 18 SOLDIER PILE RETAINING WALL "+�+}+}+{+{�{��";«:�•,♦* '+, nA + 87"u,AT E STA 12+84.13, 43.01'RT / � +'+ +,�,+; ♦+ � STA«10+68.59,+14.00'RT,* *` 88''+, SOOP END 11 PT STA 10+22.50, 16.63'RT OMITS OF TOPSOIL, SEEDING, FERTILIZING AND MULCHING 3 _ B GIN SND 12+ DOWNTOWN PEDESTRIAN CROSSWALK 2-STA 12+17.73, 14.50'RT .END _93 / \ / STA 9+77.46, 36.92'RT BEGIN 1 6 BEGIN I I 1 / 6 STA 12+49.75, 43.73'RT I` I SEE SHEETS CR501-CR503 FOR END INTERSECTION DETAILS �/ I A STREET LOOP PLAN SCALE: V=20' �• ` RD ST S 3RD ST SE C S 20 0 20 40 I N S SF I � SCALE IN FEET I I I g 4TH STREET SE (A STREET LOOP) a KEY MAP AS -BUILT BURIED UTILITIES IN AREA FEDERAL AID NO. PLEASE CALL BEFORE YOU DIG 811 STBGUL-1070 011 No. Date: Revision: Completed By BY. DATE: J. Z3 REVIEWED BY PROJECT CP21 NO. +- A STREET LOOP Designed LILP 0]/07/2023 rt . PROJECT MAN ER: a Otak / AUBURN, WA Reviewed TMH 0]/07/2023 0 04 •+se Fd * * CONTRACT N0. Approved ? g�OF * �,� 7m2023 23-19 SCALE: ' //I66 Si nature Date A STREET LOOP AND ALLEY GRADING AND PAVING PLAN DRAWING NO. 2EE t 31758 0 11241 Willows Road NE, Sulte200 CR101 AT FULL SCALE !�, i WASHINGTON Redmond, WA W052 (IF NOT, SCALE ACCORDINGLY) `392 g1<' 425.822448 Matthew Larson, P.E. www.otak mm SHEET 5 File: OF 20 3 r( Zi F n IV u HIGH PT STA: 10+E5.57 HIG i PT ELEV. 8759 10 �( VI ELEV: 87.93 K:11.76 LVQ 100.00 o DS=25 MPH LOW PT STA: 12+45.3 9 O N m mng, + o n N PM TA:12+25.35 II ++ + PM ELEV:78.58 w a w K: 6.40 bi PROPOSED ADE ® 6i o VC: 40.00 CONSTRUCTI N CENTERLI E Zi D =17 MPH 9 i XISTING � UGZDE ONSTRCI C EN �J- -__ .06 - nnwo6 w0.777 o o + a0 B >N N 5.66' a w 00y � S 1 -1,75, PVI 12+57. i7 EL= 78.10 FL LT 87.06 87.12 87.22 87.15 86.73 PROP CL 87.28 87.38 87.48 8758 87.51 87.09 86.33 85.24 83.80 82.20 80.60 79.17 7834 FL RT 87.52 87.47 87.16 87.06 87J6 87.09 86.68 85.92 94.82 83.39 81.79 80.19 78.79 77.99 EXIST CL 87.11 87.32 87.26 87.11 8703 87.08 87.16 87.37 87.69 88.17 88.48 88.68 88.72 83.79 78.24 10+00 11+00 A STREET LOOP PROFILE SCALE: 1"=20' 12+00 7 0 La 5 U 1 IT 19+44.77 20+00 20+77.97 ALLEY PROFILE /� SCALE: 1"=20' AS -BUILT BURIED UTILITIES IN AREA FEDERAL AID NO. PLEASE CALL BEFORE YOU DIG STBGUL-1070 011 811 No. Date: Revision: Completed By BY. DATE: 7-Z3 REVIEWED BY PROJECT CP21NO. +- ^1 A STREET LOOP O. Resigned MH 07/07/2023 0R y H v `ak PROJECT MAN / ER: CONTRACT N0. Reviewed TMH o7/m/2o23 o e4.,0„ Fd * * AUBURN, WA Approved 7 am CITY OF f * �„ �ii7,� 7/7M23 23-19 SCALE: Si nature Date ROADWAY PROFILE DRAWING NO. ON�IN� 317sfl o 11241 Willows Road NE. Sulle2w CR201 AT FULL SCALE !�, i WASHINGTON Redmond, WA W052 (IFNGT,SCALEACCORRINGLV) `397 g1<' 425.8224445 Matthew Larson, P.E. www.dakcom SHEET 6 File: caa,„<am, I I OF 20 r: F 2' SHOULDER CONSTRUCTION 12' CEMENT CONC. TRAFFIC CURBI AND GUTTER (TYP.) �2" HMA CUSS 1/2—INCH /r 4" HMA CLASS 1—INCH rS6R CRUSHED SURFACING BASE COURSE 6" TOPSOIL 14' 3" HMA CLASS 1/2—INCH —4" HMA CLASS 1—INCH 9" CRUSHED SURFACING BASE COURSE A C 0.5' CR504 CR504 10' SIDEWALK I 4" PERVIOUS CEMENT CONCRETE SIDEWALK —7" PERMEABLE BALLAST 2' SHOULDER -4" GRAVEL BACKFILL FOR DRAINS —7" PERMEABLE BALLAST J CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE A STREET LOOP -TYPICAL SECTION (STA 10+17 TO STA 11+11) SCALE:NTS CONSTRUCTION 14' 2' SHOULDER THROUGH LANE 3" HMA CLASS 1/2-INCH HMA CS z / M �/ CING BASSURRU HEDE1-INCH B C CR504 CR504 0.5' 10' SIDEW LK 4" PERVIOUS CEMENT CONCRETE SIDEWALK '12" PERMEABLE BALLAST 6" TOPSOIL J J\ CEMENT CONC. TRAFFIC CURB AND GUTTER (TYP.) CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE A STREET LOOP - TYPICAL SECTION (STA 11+47 TO STA 11+92) SCALE: NTS 4" TOPSOIL 6" TOPSOIL CONSTRUCTION GEOTEXTILE FOR SEPARATION CONSTRUCTION 2" HMA CLASS 1/2—INCHI —4" HMA CLASS 1—INCHI 7.5" CRUSHED SURFACING BASE COURSE 14' THROUGH LANE — —3" HMA CLASS 1/2—INCH �4" HMA CLASS 1—INCH r 9" CRUSHED / SURFACING / BASE COURSE B C 5' CR504 CR504 10' SIDEWALK 4" PERVIOUS CEMENT CONCRETE SIDEWALK -12" PERMEABLE BALLAST A STREET LOOP -TYPICAL SECTION (STA 11+11 TO STA 11+47) SCALE:NTS CONSTRUCTION 14' 2' 2' SHOULDER RIGHT TURN ONLY SHOULDER " GRAVEL BACKFILL FOR DRAINS CEMENT CONC. TRAFFIC CURB 7" PERMEABLE BALLAST PER T 7 / AND GUTTER (TYP) SECTION 4-04.2 & 9.03.9(2) — ,ice MAX 3" HMA CLASS 1/2—INCH 6" TOPSOIL �:� 1—INCH CLASS 6" TOPSOIL ;", 9. COURSE RUSHED SURFACING BA E CONSTRUCTION GEOTEXTILE FOR SEPARATION 11'-14' 2" HMA CLASS 1/2—INCH 14" HMA CLASS 1—INCH —7.5" CRUSHED SURFACING BASE COURSE CONSTRUCTION 6.5, TOPSOIL GRADE 2' iHOULDER 4" GRAVEL BACKFILL FOR DRAINS 7" PERMEABLE BALLAST PER SECTION 4-04.2 & 9.03.9(2) 6" TOPSOIL CONSTRUCTION GEOTEXTILE FOR SEPARATION RETAINING WALL WHERE SHOWN 0_5' B ON PLAN (TYP.) CR504 10' SIDEWALK - 4" PERVIOUS CEMENT CONCRETE SIDEWALK - \ 12" PERMEABLE BALLAST ;:, 6" TOPSOIL `CONSTRUCTION 'GEOTEXTILE FOR UNDERGROUND DRAINAGE A STREET LOOP - TYPICAL SECTION (STA 11+92 TO STA 12+35) SCALE. NTS E ALLEY - TYPICAL SECTION cR1o1 SCALE: NTS AS -BUILT FEDERAL AID NO. BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG STBGUL-1070 011 811 No. Date: Revision: Completed By BY. DATE: 7-Z3 REVIEWED BY PROJECT NO. +- ^1 A STREET LOOP Resigned MH 07/07/2023 0� y H v `ak PROJECT MAN /ER: Reviewed TMH 0]/07/2023 o ep envy Fd * * AUBURN, WA CONTRACT N0. Approved 7 Fm CITYOF f * �„ ��7nrzo23 23-19 SCALE: ' Si nature Date TYPICAL ROADWAY SECTIONS DRAIMNG NO. ONEIN1 3175e o 11241 Willows Road NE. Sulte200 CX301 AT FULL SCALE !i WASHINGTON Redmond, WA W052 (IFNOT, SCALE ACCORRINGLV) `397g1<' 425.9224445 Matthew Larson, P.E. www.otakcom SHEET 7 File: "aa,„�, I I I I OF 20 I r 328-330 S.DIVISION 6T AUBURN, 9800, CB105 TYPE 1 U 4 2 11+45.70, 15.64 LT ROTATE EXI ING METER TO • N j - ALIGN WITH EROR25En CURB, Z O AA METER TO BE 2 ABOVE 326DE.. - Q • • ' • CB110 TYPE 1 r - I U) z £ CB120 TYPE 111+11.49, 10 92 LT_ O I = 0 10+22.64, 11.86 LT 2 �_._. w I ST 336 5.0 ON rn wx 9800 AUBURN, 1 pC8 7808-E813- 300 S.DIVISION ST z I PROPERTY LINE IM=87.36 I Z 12" DI(W)IE:84 46 AUBURN. 98002 SMH keofi-E1232 79 r 1�" ri =Of (W DI (W.E)IE=84.24 5 I 4 IN L. : r r r r YPE 1 DIA Al 83 40 (E) Z Z 0 0 w w STORM PROFILE @ CB130 Ld w L_ z_ z 0 F > Ul w SCALE: 1" = 20' 8: CON-STRUC�TION CENTERL C13130 TYPE 1 t IE (OUT) 86.6E 5 186.05 I sa. I I \ Boo RZE I S ONN�I�C�ye`�,+( ,f 12•• Cu CPNT PK 4THSTREET ? (A STREET LOOP) 2 4 " DIA. SOLID LID ubluub Ei 72 - \9+91 76, 33.14C T❑2 2 /- 5g- - / /.,.,,oNI oR002 - - 20 0 20 40 PLAN SCALE: 1"=20' SCALE IN FEET 6 12+119,62, 5. RIM 81.81 IE (IN)79-8-2( IE (OUT)-79, IE TYPE 1 IN LT - 11, I73 LF 8"SDQ3.88% O-'1�-fii LF 6"SD 15923% 1 CB220 YARD DRAIN 6 ZA 8255�12+25 02, 5.25' L EI (IN6i(NE 5 82.188358 O IE=781�IE (OU) .84 19 I 5 82.13 W 1 i1 1 15 LF 8"SD@11.82% D' LT ( PERTY LINE 6LF6'SDQO68% '00 Twe 1 09.62, 1.08' RTC AA CL28 40 I .34, 28:40 RT❑9 \ 0 I� 9 RIM=87. 14w�, 12 /E=83 4 Dl 5 Q CB105, PE 1 DIA 12" IE=83. 4 EXIST, MANTAIN(W) 5 RIM 85. 12" 1E=83. 9 REMOVE XIST SD(E) IE(IN)8134 (W) 12" IE=83 4 EXIST, MANTAIN(N) u rn HE (OUT) 82.34(S) EXISTING GRADE 9 CB120, E 1 DIA. CONSTRU TION CENTERLINE RIM 87.07 z -91 IE(IN)83 0(S) - - - IE(OUT)8.40 E U / - - - - - - - - PROPOSED GRADE ® \ rIN - CONSTRUC ION CENTERE PVC B 1 \ PVr 9 is LF 12- So 180% 1 I 6iI•l��l.S1.1.1 C8100C, TYPE 1 DIA, RIM 87.14 HE (IN) 83.94 (S) TYPE 2 48" DIA. WITH SOLID LID II+VU PROFILE SCALE: 1" = 20' rr- - :r .r mmlifflmr1 _I��i�RIF3191♦----� - r r'. �_.Iwmmrumm 0011 - :. RFI#13 Response RFI#14 Response RFI#15 Response CO #02 As -Built Plans 5.99 N.w, )8060(W) W w z_ z 0 F > w w STORM PROFILE @ CB100A SCALE: 1" = 20' TW Designed AL/LP 07/07/2023 Reviewed TMH 07107/2023 TW Approved TW SCALE: ONE INCH ATIS (IF NOT, SCALE ACCORDINGLY) TW TW File: .,.)3 Ammow ' I fill '/ 2+73 NATIVE BACKF MATERIAL PLACE CONSTRUCTI( GEOTEXTILE UNDERGROUt DRAINAGE 12" UT PERMEABLE BALLAST q• FOR UNDERDRAN r -) INFILTRATION TRENCH DETAIL SCALE: NTS Otak � 11241 Willows Road NE. SuIte2W Redmond, WA W052 425.822 4448 www.otak mm STORM NOTES: ❑i INSTALL NEW STORM DRAINAGE PIPE. LENGTH, SIZE, TYPE OF MATERIAL, AND PIPE SLOPE AS SPECIFIED. is a t mngEl INSTALL CATCH BASIN TYPE 1 PER WSDOT STANDARD PLAN B-5.20-03. intenis for w to in the ysteme. intent is for water in the system toild OFFSETS ARE SHOWN TO THE CENTER OF STRUCTURE. up and force the water through the of the surface grate then along the CONNECT NEW STORM PIPE TO EXISTING STORM STRUCTURE. tter to the nearest catch basin. REMOVE EXISTING DRAINAGE PIPE. El REMOVE EXISTING DRAINAGE STRUCTURE. J,un ❑s INSTALL YARD DRAIN PER DETAIL ON SS303. � INSTALL INFILTRATION TRENCH PER DETAIL THIS SHEET. INSTALL 4'%4' BIOPOD BIOFILTER SYSTEM UNDERGROUND VAULT WITH INTERNAL BYPASS. OFFSETS ARE SHOWN TO THE CENTER OF STRUCTURE. INSTALL CLEANOUT PER DETAIL ON CR504. OFFSETS ARE SHOWN TO THE CENTER OF STRUCTURE. 50MH Nt34] RIM=]].5512. 10 INSTALL CONCRETE INLET PER STANDARD PLAN B-25.60-02. CONC CENTE OFFSETS ARE SHOWN TO THE CENTER OF STRUCTURE. CONC(S)lE=]2A0 8 CONC (SwEa:9 20 up MP N)IE=T3.91 8" CMP (S)PLUGGEO 8• CONIC (NE)IE.73.Bt This gravel call -out can be ignored This is not an Infiltration trench. The - area should be restored to the same condition as the surrounding areas. 9 1 WATER NOTES: O INSTALL 1 - 6" GATE VALVE (FL X RJ) 1 - 8"%6" TEE (FL X FL) CONCRETE BLOCKING PER CITY OF AUBURN STANDARD DETAIL W-01.1 1 - 8" GATE VALVE (FL X RJ) 2 - 8" PIPE (PE) 2 - 8" COUPLING 1 - 8" ADAPTER (FL X RJ) 1 - 27LF 6" DI CL 52 1 - INSTALL FIRE HYDRANT INCLUDING GATE VALVE, TEE AND 6" UNE PER CITY OF AUBURN STANDARD DETAIL W-07.3 C6100, TYPE 1 DIA 5 RIM 84 9 2 p y IE(IN)8.20(N) w � IS (OUT 882.20 Is aLn ^ `� RI 85.23 1 m 0 o p IE (OU-)80 fib S) U w� - i 5 i 0 C01 C RIM 85.99 IE (DU )806 A4 9LF 12'SD 0�64 4 LI 0 20 0+00 Ductile Iron ,Q+57 29 LF 12" SD @ 0,50%I t STORM PROFILE @ CB105 SCALE: 1" = 20' REVIEWED BY PROJECT MANAGER: 702023 Si nature Date Matthew Larson, P.E. O 4n INSTALL 1 - � PVC SLEEVE AND SERVICE ENE THROUGH WALL T EXISTING WATER SERVICE. LOCATION TO BE VERIFIED IN FIELD. SEE DETAIL THIS SHEET. W LL z 4•rt 0 \ tl PVC SLEEVE F EXISTING GRADE w LEANOUT 0(w FINISHED GRADE %� I� MWATER ETER EXISTING LONG RADIUS_/ BEND Q 4" WATER SERVICE W PVC SLEEVE DETAIL SCALE:NTS RD ST S 3RD ST SE r N �t z 0 S 7(ATREE ET SE LOOP) a AS-BUILT KEY MAP BURIED UTILITIES IN AREA FEDERAL AID NO. PLEASE CALL BEFORE YOU DIG STBGUL-1070 011 811 A STREET LOOP PROJECT 7 CP2117 AUBURN, WA CONTRACT NO. 23-19 STORM DRAINAGE AND WATER PLAN AND PROFILE DRA 9NG N0. UD101 SHEET 8 OF 20 i 0 cow J Z$ 0 w`- >w 09 z ^� ++ + I I A2 + + / x7R A14 A13+ I 1.5% + I + + I ae -I + : •o A116 's Al2 B 2.8 I 0.1% 1.5% ' + o � + ++ + L=40.07, R=25.00 0A ae + + +++ a091-49.30.75' O + /A5 ° \o PROPERTY LINE + ++ ++++ B 14+ - 1 +B+ u Y I 320+1++ ++++,+++ iD + ++++ + + + ++++ + + + B 15 +++ +' + + + + 1 ++ + +++ + ++ +++ -I-+B19-++++++++++++++�+++++ �+++ ++^+++�++++ +++t+ +++ i 0 \ ET SCALE: ONE INCH ATAT FUL S (IF NOT, SCALE ACCORDINGLY) File: ,.13 Otak 11241 Willows Road NE. Suke 200 Redmond, WA W052 425S22 4445 www.olakcom SIDEWALK RAMP CONSTRUCTION NOTES: O1 INSTALL PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15-04. INTERSECTION GRADING POINT STATION/OFFSET DESCRIPTION FINISH ELEVATION At 10+05.05, 45.431 MATCH EX. FLOWLINE 86.98 A2 10+04.80, 37.80L PC, FLOWLINE 87.07 A3 10+05.28, 32.06L FLOWUNE 87.12 A4 10+07.16, 26.371 BOTTOM OF RAMP 87.15 A5 10+09.58, 22.29L BOTTOM OF RAMP 87.12 A6 10+12.16, 19.281 BOTTOM OF RAMP 87.10 A7 10+16.03, 16.13L FLOWLINE 87.08 AS 10+20.45, 13.81L FLOWLINE 87.06 A9 10+23.16, 12.901 FLOWLINE 87.04 A10 10+29.87, 12.001 FLOWUNE, PT 87.07 A11 10+08.06, 32.301 TOP OF RAMP 87.62 Al2 10+14.00, 31.40L TOP OF RAMP 8771 A13 10+14.75, 36.34L RAMP LANDING 87.72 A14 10+08.81, 37.241 RAMP LANDING 87.63 INTERSECTION GRADING POINT STATION/OFFSET DESCRIPTION FINISH ELEVATION B1 9+77.46, 36.92R FLOWLINE 87.52 B2 9+82.23, 31.97R FLOWUNE 87.52 B3 9+87.00, 27.02R FLOWLINE, PC 87.52 B4 9+93.82, 21.73R RAMP, FLOWLINE 87.50 B5 10+00.27, 19.0213 BOTTOM OF RAMP 87.47 B6 10+03.42, 18.29R BOTTOM OF RAMP 87.42 B7 10+04.95, 18.06R BOTTOM OF RAMP 87.40 B8 10+06.52, 17.87R BOTTOM OF RAMP 87.37 B9 10+07.68, 17.72R FLOWUNE, PC 87.36 B10 10+12.47. 17.16R RAMP, FLOWLINE 87.28 B11 10+22.45, 16.13R FLOWLINE 87.12 B12 9+99.00, 27.42R TOP OF RAMP 88.11 B13 10+04.93. 28.32R TOP OF RAMP 88.02 B14 9+98.25, 32.35R LANDING, PEDESTRIAN CURB 88.18 B15 10+04.18, 33.24R LANDING, PEDESTRIAN CURB 88.09 B16 9+81.42, 40.73R BACK OF SIDEWALK 88.09 B17 9+85.97. 36.01R BACK OF SIDEWALK 88.09 B18 9+90.61, 31.20R BACK OF SIDEWALK 88.09 819 10+07.30, 33.74R BACK OF SIDEWALK 88.16 B20 10+11.27. 27.87R BACK OF SIDEWALK 87.96 B21 10+23.37, 26.59R BACK OF SIDEWALK 87.78 B22 10+30.00, 15.49R FLOWUNE, LOW POINT 87.01 REVIEWED BY PROJECT MAN ER: 7nrm23 Si nature Date Matthew Larson, P.E. RD ST S �z 3D T SE ST Se TH STREET SE TREET LOOP) KEY MAP Ob AS -BUILT FEDERAL AID NO. BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG STBGUL-1070 011 811 A STREET LOOP PROJECT CP2117 AUBURN, WA CONTRACT NO. 23-19 DIVISION STREET INTERSECTION PLAN DRAWING NO. CR501 SHEET 9 OF 20 cc 4t Ii C8. C + I ++ + +N M + + + + ' +++ C7 . + +++ M I + ++++a CIS +tr + + +++ C5'• +1 + Q I + m B + C4. L=32.88, R=20.00 -{- �PROPERTY LINE o 094'12'25.77" +�^A; .N PROPERTY LINE R=15.00 + + + + + + ++++ + + + + + + + + bi +++ + + + ++++ + + + + ++++++++++++++++. C3' ++++ +++++++++++++. +++++ +++ ++ ++++ +++ {+ ++ +++ `�� D 5 + + +++++ +++ +++ ++I + 1 +++++ F ++++.C1++ C2 . . D CONSTRUCTION CENTERLINE . CPNT PK ' 87.18' 4TH STREET SE (A STREET LOOP) Fri 6 (NON-RESIDENTIAL COLLECTOR) , . 5 0 5 10 SCALE IN FEET 0 SCALE: ONE INCH AT FUAT FU~LS (IF NOT, SCALE ACCORDINGLY) File: ,.13 "}- + + + + + + + + + + + ++ + ++ +++++ + ++4 + + ++ + ++-f - + + + + ++ g +++++++++++++ + ++++ + Y ++++++11+� +++++—I + 4- + +++?+++ + + ++ +- + D7+ + + +++++ ++ B'? D 4: 5 a+-t ++ + -+, +� Otak 11241 Willows Road NE. SuIte200 Redmond, WA W052 425.822 49 www.otakcom INTERSECTION GRADING POINT STATION/OFFSET DESCRIPTION FINISH ELEVATION C1 11+11.49, 12.00L PC 86.34 C2 11+19.48, 13.67L PAVEMENT EDGE 86.53 C3 11+26.14, 18.39L PAVEMENT EDGE 86.72 C4 11+30.36, 25.38L PAVEMENT EDGE 86.94 C5 11+31.43, 33.47L PT 57.15 C6 11+31.17, 37.00E PAVEMENT EDGE 87.43 C7 11+32.09, 44.35L PAVEMENT EDGE 87.82 C8 11+33.00, 51.70L PAVEMENT EDGE 88.01 INTERSECTION GRADING POINT STATION/OFFSET DESCRIPTION FINISH ELEVATION D1 11+44.07, 52.52L PAVEMENT EDGE 87.79 D2 11+44.71, 43.82L PAVEMENT EDGE 87.50 D3 11+45.44, 33.85L PAVEMENT EDGE 86.83 D4 11+46.18, 23.87L PAVEMENT EDGE 86.07 D5 11+46.91, 13.90L PC, FLOWLINE 85.48 D6 11+48.35, 8.51L FLOWLINE 85.03 D7 11+51.66, 4.01L FLOWLINE 84.57 D8 11+56.38, 1.04L FLOWLINE 84.11 D9 11+61.87, 0.00 PT, FLOWLINE 83.65 REVIEWED BY PROJECT MANAGER: 7/7W23 S nature Date Matthew Larson, P.E. AS -BUILT RD ST SW 3RD ST SE � SST Se z o n >_ 4T E (A STREET LOOP) a KEY MAP Ob BURIED UTILITIES IN AREA FEDERAL AID NO. PLEASE CALL BEFORE YOU DIG STBGUL-1070(011 811 ) A STREET LOOP PROJECT CP2117 AUBURN, WA CONTRACT NO. 23-19 ALLEY INTERSECTION PLAN DRAWING NO. CR502 SHEET 10 OF 20 '1- �I+ -+++ +j+++-Ir+ - - +1-+- + LINE ++ ++++ ++ ++++ +++++T i+ + - + + ++ + + + + ++ + + + + + "+ + + + ++++-� t+++ ++ + + + + + + + + +++ + + + + ++++ + ++++++++++-T74 + + + + + + ++ ++ + + + + + + + + + + + + + +++ + + + +++ + + + + 4TH STREET SE 1 1 A STREET LOOP ! (NONRESIDENTIAL COLLECTORI ' 1J. L 4 .7 , R 3e. 1 . r, 0 7'18�1 .78. �F1' rF? . �F3 f _p7 .� U d d 44 I d O N O 4 a rF2.5 ' `F a4 a9x I_T+' + + I t I T+' -r. 1I-�-+++fi ,�1i +. -}- I -{-+ +'S.g . I + -T "T _'-j'�i'Y "T + + + + ++++ +++ + + + -�- + +++ + ++ ++ + + ++ + + +++ + + ++ + �+ + ++++ ++ + + + + +, + + + ++ + + I+++++ ++++++++++II+++'+1y -T ,+I+L -TY +.+I+L rt T II +I+L rt O / g9 - J 0 � nl cc 4� 1 fi E12 E13 E14 d 0 d F9 E10 0 1 61 1 - b O -20 0 a s F19 ? F18 ° + ?A$ F17 a 16 Ilk F15; SCALE: WEN AT FULL S (IF NOT, SCALE ACCORDINGLY) File: Im -10 F11 ,.13 CONSTRUCTION CENTERLINE uu a INTERSECTION GRADING POINT STATION/OFFSET DESCRIPTION FINISH ELEVATION E1 12+45.52, 0.00 BOTTOM OF RAMP 78.22 E2 12+50.84, 0.00 BOTTOM OF RAMP, PC 78.13 E2A 12+53.51, 0.77L BOTTOM OF RAMP, AP 78.17 E3 12+55.84, 5.18L FLOWLINE, PT 78.25 E4 12+55.66, 10.00L FLOWLNE 78.39 E5 12+55.49, 14.80L FLOWLINE 78.59 E6 12+54.97, 14.17L TOP OF CURB 79.06 E7 12+52.98, 14.091 TOP OF RAMP 79.12 E8 12+44.99, 13.77L TOP OF RAMP 79.24 E9 12+44.58, 23.76L LANDING 79.55 E10 12+54.57, 24.161 LANDING 79.40 E11 12+44.32, 30.49L BACK OF SIDEWALK, MATCH EXISTING 80.06 E12 12+46.82, 30.59L MATCH EXISTING 80.06 E13 12+51.31, 30.77L MATCH EXISTING 79.92 E14 12+54.31, 30.89L MATCH EXISTING 79.83 INTERSECTION GRADING POINT STATION/OFFSET DESCRIPTION FINISH ELEVATION F1 12+17.73, 1400R FLOWLINE 78.91 F2 12+24.10, 1400R RAMP, FLOWLINE 78.57 F3 12+27.73, 1400R RAMP, PC, FLOWLNE 78.40 F4 12+33.87, 14.63R RAMP, FLOWLINE 78.17 F5 12+42.12, 17.67R RAMP FLOWLINE 77.93 F6 12+45.37, 19.73R BOTTOM OF RAMP 77.86 F7 12+47.72, 21.62R BOTTOM OF RAMP 77.80 F8 12+49.85, 23.73R BOTTOM OF RAMP 77.74 F9 12+52.84, 27.57R RAMP FLOWLINE 77.64 F10 12+54.63, 30.71R RAMP FLOWLINE 77.46 F11 12+55.85, 33.53R RAMP FLOWLINE 77.31 F12 12+57.21, 38.40R RAMP FLOWLINE 77.06 F13 12+57.70, 42.59R PT, FLOWLNE 76.85 F14 12+57.74, 43.39R MATCH EX. FLOWLINE 76.81 F15 12+49.75, 43.76R MATCH EX. BACK OF SIDEWALK 77.42 Fib 12+49.53, 38.77R BACK OF SIDEWALK 77.64 F17 12+49.40, 35.93R BACK OF SIDEWALK 77.70 F18 12+47.05, 33.56R RAMP, BACK OF SIDEWALK 77.78 F19 12+43.53, 30.01R RAMP, BACK OF SIDEWALK 77.90 F20 12+42.45, 28.93R RAMP, BACK OF SIDEWALK, PT 77.92 F21 12+38.82, 26.24R RAMP, BACK OF SIDEWALK 77.99 F22 12+35.42, 24.94R RAMP, BACK OF SIDEWALK 78.29 F23 12+31.81, 24.50R RAMP, BACK OF SIDEWALK, PC 78.59 F24 12+24.10, 24.50R RAMP, BACK OF SIDEWALK 79.22 F25 12+17.73, 24.50R BACK OF SIDEWALK 79.56 Otak 11241 Willows Road NE. Sulle200 Redmond, WAN052 425S22 4445 www.olakcom REVIEWED BY PROJECT MA NA ER: 7nr2023 Si nature Date Matthew Larson, P.E. SIDEWALK RAMP CONSTRUCTION NOTES: O INSTALL PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F-40.15-04. OINSTALL PARALLEL CURB RAMP PER WSDOT STD PLAN F-40.12-03. 3O PAVING TO BE STAMPED CONCRETE WITH COLORS AND PATTERNS APPROVED BY THE CITY. AS -BUILT 5 0 5 10 SCALE IN FEET RD ST SW 3RD ST SE Cq � SST Se z 0 4TH STREET S (A STREET L00 Vl /3� KEY MAP �7 BURIED UTILITIES IN AREA FEDERAL AID NO. PLEASE CALL BEFORE YOU DIG STBGUL-1070 011 811 A STREET LOOP PROJECT CP2117 AUBURN, WA CONTRACT NO. 23-19 A STREET INTERSECTION PLAN DRAWING NO. CR503 SHEET 11 OF 20 d, cc 4L UNIT ID: WQS BPU-441B WADOE GULD Treatment Flow Rate 12.8 gpm / 0.029 cfs Peak Flow = 1.75 cfs OUTLET. 0'6" OPENINo FOR OIT BD, IE.8886' BYPASS EL INLET, SHE OPENING FOR 012• ED, IE 82.18' s d. MEDRAwnw 7 _1 ll DIVIDE WALL r='J r—TOPSUIBNOTSHOWNIN THIS VIEW FOR CLARITY COVERS SHOWN IN PHANTOM INLET WINDOW, 83' PLAN VIEW 36k36' ACCESS HATCH INLET, 016-OPENING CONTRACTOR RESPONSIBLE FOR BYPASS WEIR, DIVIDER WALL FOR 01T ED, NEARSIDE APIUSTING TOP TO FINISH GRADE EL 8333' RIM '852(I' ----- RIM &521Y RII . _.. 10'TOP SUIB tl4'IdAP 9114' UNDERGROUND DRAINAGE — -- — — ---- — -- -- — II I I I za"I EL 8333' 2• 454' lii L- _ E� II - MULCH xT• 5�, PERVIOUS CEMENT CONCRETE SIDEWALK DIVIDER 3•A' I6D4B•I II __- ., IE 821V BTPA88 11 18'BbmlMlx^' WALL WEIR 11 _ : -1 MEDIA (LONGITUDINAL SLOPES <3%) 2'-6114- I i INLET, 016"OPENING �"� lil I FOR 012'SO 1-0• Ih L` -' x 8'ORAIN ROLK (STA 10+22 TO STA 11+11) E6D6 •- -- E 8866• 5'x14' INLET WINDOW, 6' BASE SLAB SCALE: NTS OUTLET, 01O OPENING IE 02 B3' FOR 01Y SD 04' SLOTTED PVC UNOERDMIN UNDERIFICE DRAIN DOWN OUTLET, O. OPENING TY COBBLES FOR ENERGY OUTLET ORIFICE DEVICE SK-0362 FOR OIY BD. FARBIDE NP OISSIPATON DRAIN DOWN 5'z14' INLET WINDOW, DEVICE, SK-0ZA42 HE 8283' LEFT END VIEW ELEVATION VIEW PERVIOUS CEMENT CONCRETE STORAGE LONGITUDINAL O- MIN!_M A RA 3' KEYS CDF (CONTROL DENSITY FILL) 3% MAX SLOPE 6.25' CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE PERVIOUS CEMENT CONCRETE SIDEWALK (LONGITUDINAL SLOPES 3% TO 8% MAX) (STA 11+11 TO STA 12+18) SCALE: ONE INCH AT FULL SCALE (IF NOT, SCALE ACCORDINGLY) File: ,.33 4" GRAVEL BACKFILL FOR DRAINS 7' PERMEABLE BALLAST PER SECTION 4-04.2 & 9.03.9(2) CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE GRAVEL SHOULDER SECTION G (STA 10+23 TO STA 11+92) °%301 SCALE: NTS CITY OF Ota ` WASHINGTON 11241 WIIIOWRedmo EEWA W052 425,822 $,I 6 www.dakcom END REVIEWED BY PROJECT MANIA ER: rm12025 Sig ature Date Matthew Larson, P.E. CLEANOUT SCALE NTS AS -BUILT 8520' NOTES I DESIGN DEALINGS * ASSUMED WATER TABLE - Z BALM DRAFT * DRY LATERAL EARTH PRESSURE FREE) -g FEE * LATERAL LAND LEAD SURCHARGE - AS PER BIDWING5 WROTE PIERS OR FOUNDATIONS 2 CONCRETE 28 BAY COMPROMISE STRENGTH WALL RE LESS PS MINIMUM ANG GRIFFIN FRADEAN CEMENTASTIMISISOUPECIFICANOM A REFERENCE STANDARD PARAMETWENWEDHEIREN isiE L'VEL� F� �E� WAYINERTABLE) IT DESIGN PARAMETERS ARE INCORRECT REVIEWING EINGINEETALTHORTY WALL NOTIFY OLWASILE INFRAWRUCTURE PIPE TYPE MUST BE SONCENTIFIC W PIPE IF AFTER PIPES ARE INITUALUED � ANNULAR SPACES SMALL BE FILLED FREE! A MINI" OF COAL PSI CONCRETE FEW FULL DREAMIEST OF WE INSIDE SURFACE OF THE CONCRETE S CONFRUSTER RESPONSIBLE TO VANITY ALL SIDES DECATIONSAINDIETEVATIONSOF COLEMAN 10 COWSPEENER RESPONSIBLE TO ENSURE ADEQUATE SPECIFICATIONS) ceD D.EOTHERS - PRELIMINARY - NOT FOR CONSTRUCTION laur FIRMS A�e'1LmonEbwaAEu. »m.. z36o3ooe6Fu44Ie wos BURIED UTILITIES IN AREA FEDERAL AID NO. PLEASE CALL BEFORE YOU DIG STBGUL-1070 011 811 ( ) A STREET LOOP PROJECT CP2117 AUBURN, WA CONTRACT NO. 23-19 ROADWAY AND DRAINAGE DETAILS DRAWING NO. C R504 SHEET 12 OF 20 CHANNELIZATION NOTES: cc 4� i I I I 320 S.DIV19B001 AUBURN, Be � r � I I .. • • ' ' — — — II AUBURN, 98002 m I — I u II / �-- I •' III a � _ , 5.59'LT S.DIVISION 328-330 $I T J +f• —.�i. —••— I AUBURN. 98001 o W N ~�aSTA 9+74.95O a 9+66.56, 5.081LT 4 STA 13+09 4 18 81'L I I I B� / Q I 1 w O STA 10+06.34, 32-9y-/ I a w 336 S.DI N ST 1 i L 325 A ST 5 1 AUBURN, 98001 IrI I 1 dr/ AUBURN. 9g 02 I1 0 le 3 I OSTA 11+29.712, 20.35'LT I I 5 4 STA 12+54.31, 5-69'LT III III \ 8D / N STA 10+113.26, 17.58'LT 1 2 1 PROPERTY LINE ml I III I\ / _ I ROPERTY LINE I I STA I BEGINO+18.23, 0.00' 21/ ZZ �q(�+11.49, 000' I j9 4 END +6/4 1 11+00 4TH STREET E 12+00 1 11 (A STREET LOOP? o (NON-RESIDENTIALCOL ECTO) r �� \ 00 I I i I— — — -ea- — � / / /�/T.1/�STA 12+22.79, 17.59'RT � \ \ TA Jr+92.59, 5.15 RT ^ — S — -� / — — 1 I • STA 12 F49.32, \ 3 \ II \ I _890 AUBURN 980�r2— = — — — — — ��� �� �— D'99 \ II i I III \ I -- 91 -91 NSF R W / ✓ — -92 / / 93� -93 I, O STA 13+11.68, 29.43'RT A STREET LOOP PLAN SCALE: 1"=20' 20 0 20 40 SCALE IN FEET SCALE: WEN AT FULL a (IF NOT, SCALE ACCORDINGLY) File: -13 Otak 11241 Willows Road NE. Sulte200 Redmond, WAN052 425.822 4446 www.olakcom REVIEWED BY PROJECT MA NAG : 7RM23 signature Date Matthew Larson, P.E. U INSTALL PLASTIC 24" SOLID WHITE STOP BAR PER WSDOT STANDARD DETAIL M-24.60-04. O INSTALL DOUBLE YELLOW CENTERLINE PAINT PER CITY OF AUBURN STANDARD DETAIL T-12.1. O INSTALL DOWNTOWN PEDESTRIAN CROSSWALK PER CITY OF AUBURN STANDARD DETAIL T-43.2. ® INSTALL PRECAST DUAL FACED SLOPED MOUNTABLE CURB PER PER CITY OF AUBURN STANDARD DTL T-32.3 AND WSDOT STANDARD DTL F-10.64-03. SIGNAGE NOTES: U INSTALL STOP SIGN, R1-1, AND POST PER CRY OF AUBURN STANDARD DETAIL T-24.1. O INSTALL NEW STREET NAME SIGN PER CITY OF AUBURN STANDARD DErAIL T-26.3. O3 INSTALL NO LEFT TURN SIGN, R3-2. Oa INSTALL NO PEDESTRIAN CROSSING SIGN, R9-3A. O INSTALL NO RIGHT TURN SIGN, R3-1. RD ST S 3RD ST SE C S � S SF z o n 4TH STREET SE (A STREET LOOP) a AS -BUILT KEY MAP BURIED UTILITIES IN AREA FEDERAL AID N0. PLEASE CALL BEFORE YOU DIG STBGUL-1070 011 811 A STREET LOOP PROJECT CP2117 AUBURN, WA CONTRACT NO. 23-19 CHANNELIZATION AND SIGNAGE PLAN DRAWING N0. CM101 SHEET 13 OF 20 III I TA 12WA8.63, 36.21'RT I III i t II I I �IIiI I I I T I I I PC 12+41.85, 29.39'RT 7 \ ' \ ISTA 112+381, 25.zr I PT \ I � Cn II I I �I 12+75 I 12+50 I I I EXPANSION JOINT SPACING 20'-6Y4" AP 3Y2 " STA. 12+41.85 ELEV. 84.6' BRIDGE RAILING TYPE CHAIN LINK FENCE. SEE SS304 FOR DETAILS. BEGIN WALL STA. 12+48.63 ELEV. 82.6' _ PRECAST CAP OVERHANG, TYP. EXPANSION SEE SS303 FOR DETAILS. /tl JOINT, TYP. REF. ELEV. = 70.00' RFI # 17 EXISTING FENCE. SEE TESC PLAN OR REMOVE AND PROTECT LIMITS. PILE SHAFT, TYP. ----- �/ SOLDIER PILE, TYP. TEMPORARY TIMBER LAGGING, TYP. WALL CONTROL LNE CONCRETE FASCIA 39'-21¢" EXISTING FENCE. SEE TESC PLAN FOR REMOVE AND PROTECT LIMITS. \- CURB I i GUTTER a GUTTER CURB CL CONSTRUCTION 12+25 12+00- WALL 1 PLAN SCALE: 1" = 5'-0" STATIONING RUNS RIGHT TO LEFT TOTAL WALL LENGTH = 60'-6Y4" 2 SPA. AT 20'-0" = 40'-0" EXTG. GRADE TOP OF WALL -- OLFINISH GRADE BEHIND WALL F SOLDIER PILE, TYP. f f l o f f WEEP HOLE, TYP. �I I ELEV. 776' LLLV. vIII 'I\ ELEV. 75.6' ELEV. 76.6' BOTTOM OF WALL (BOW) III III GRADE WALLTI FINISH CONTROL A LINE III I � ' I I ' I IsTT � L✓J 6„ 2'- Ya„ BOTTOM OF PILE 6 OLE SPACING J/ 5 SPA. AT 10'-10 3/16'$ = 54'-3" BOTTOM OF SHAFT 3'-6 4'-6Y2" 1 6'-0" PILE NO. 1 CL SHAFT AND PILE 2 SPA. AT 6'-6$' - 1;,-rl.' TW 6 SPA. AT 6'-0" = 36'-0" WALL 1 ELEVATION SCALE: 1" = F-O" STATIONING RUNS RIGHT TO LEFT SCALE: ONE INCH AT FULLI $ (IF NOT, SCALE ACCORDINGLY) File: ROW N END WALL 4TH STREET SE (A STREET LOOP) END WALL STA. 1 1 1 +92.64 ELEV. 84.60' SHAFT AND PILE Otak 11241 Willows Road NE. Sulle200 Redmond, WAN052 425S22 4445 www.olakcom 11+75- Extend wall elevations to consistent grade at panel break Al REVIEWED BY PROJECT MANAG 7n12023 S1 nature Date Matthew Larson, P.E. WALL 1 SOLDIER PILE SCHEDULE PILE NO. STATION OFFSET TOP OF PILE (FT) BOTTOM OF SHAFT (FT) BOTTOM OF PILE [FT) PILE LENGTH [FT) 1 12+48.28 35.86' RT 80.7 40.6 40.9 39.8 2 12+45.08 32.64' RT 81.5 40.6 40.9 40.6 3 12+40.74 28.39' RT 82.6 40.6 40.9 41.8 4 12+35.21 25.65' RT 82.6 40.6 40.9 41.8 5 12+29.14 25.25' RT 82.6 41.6 41.9 40.8 6 12+23.14 25.25' RT 1 82.6 41.6 41.9 40.8 7 12+17.14 25.25' RT 82.6 42.6 42.9 39.8 8 12+11.14 25.25' RT 82.6 42.6 42.9 39.8 9 12+05.14 25.25' RT 82.6 42.6 42.9 39.8 10 11+99.14 25.25' RT 82.6 43.6 43.9 38.8 11 11+93.14 25.25' RT 82.6 43.6 43.9 38.8 WALL 2 SOLDIER PILE SCHEDULE PILE NO. STATION OFFSET TOP OF PILE )FT) BOTTOM OF SHAFT (FT) BOTTOM OF PILE (FT) PILE LENGTH (FT) 1 12+12.12 2.75' LT 83.2 38.2 38.4 44.7 2 12+18.12 2.75' LT 83.2 37.2 37.4 45.7 3 12+24.12 2.75' LT 84.1 37.2 37.4 46.6 4 12+30.12 4.18' LT 85.1 37.2 37.4 47.7 5 12+34.95 8.02' LT 86.1 37.2 37.4 48.7 6 1 12+37.71 1 13.54' LT 87.2 1 37.2 37.4 49.8 7 12+38.18 19.64' LT 87.2 37.2 37.4 49.8 8 12+38.29 25.63' LT 87.2 37.2 37.4 49.8 9 12+38.40 31.63' LT 87.2 38.2 38.4 48.8 10 12+38.51 37.63' LT 87.2 38.2 38.4 48.8 11 12+38.62 43.63' LT 87.2 38.2 38.4 48.8 12 12+38.73 49.63' LT 87.2 38.2 38.4 48.8 13 12+38.34 55.63' LT 87.2 38.2 38.4 48.8 14 12+38.96 61.63' LT 87.2 38.2 38.4 48.8 15 12+39.07 67.63' LT 87.2 39.2 39.4 47.8 16 12+39.18 73.63' LT 87.2 40.2 40.4 46.8 17 12+39.29 79.63' LT 87.2 40.2 40.4 46.8 18 12+39.40 85.62' LT 87.2 40.2 40.4 46.8 19 12+39.51 91.62' LT 87.2 40.2 40.4 46.8 20 12+39.62 97.62' LT 87.2 40.2 40.4 46.8 21 12+39.73 103.62' IT 87.2 40.2 40.4 46.8 22 12+39.84 109.62' IT 87.2 41.2 41.4 45.8 23 12+39.84 115.65' LT 87.2 41.2 41.4 45.8 24 12+39.55 121.64' LT 87.2 41.2 41.4 45.8 25 12+39.26 127.64' LT 87.2 42.2 1 42.4 44.8 NOTES: 1. STATION AND OFFSET IN SOLDIER PILE SCHEDULES ARE AT THE WALL CONTROL LINE AND AT CE OF PILES. 2. SEE SHEET SS102 FOR WALL 2 PLAN AND ELEVATION. 3. SEE SHEET SS301 FOR SOLDIER PILE WALL GENERAL NOTES. AS -BUILT FEDERAL AID NO. BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG STBGUL-1070 011 811 A STREET LOOP PROJECT CP2117 AUBURN, WA CONTRACT NO. 23-19 WALL 1 PLAN AND PROFILE DRAWING N0. SS101 SHEET 14 OF 20 it 0 _ STA 12+11.62, 2.75'LT II LLI C BEGIN WALL I cn O N o OJ LLI G LLI F- STA 12+23.88, 2.751T Q_' W PC � LU o = F- N EXISTING FENCE. SEE H + / TESC PLAN FOR REMOVE O 0 o O / AND PROTECT LIMITS. a STA 12+38.88, 16.72'LT PT PILE SHAFT, TYP. -- "8° ----- — / LJ l ---------------- -- —.SOLDIER PILE, TYP.__` 22\------------- — -LAGGING, TYP. J J J I /�J IMF I / / L I EXISTING DRIVEWAY EDGE / I— ROW / i- ---------------- 87---------� 25 / 96 / CONSTRUCTION _ _ _ _ _ — — — — — — — — — — _ — CONCRETE FASCIA — — a5' — — - WALL CONTROL LNE S1 --- —�__ ------ ---- 98'-11Ya PI GUTTER CURB_ i \, WALL 2 PLAN \ SCALE: 1" = 5'-0" i \ EXISTING SIDEWALK TOTAL WALL LENGTH = 147'-O" —-12'-6 � n STA 12+39.24 \ \ END WALL _ NOTE• YARD DRAINS BEHIND WALL NOT SHOWN FOR CLARITY. SEE SS301 FOR SOLDIER PILE WALL TYPICAL SECTION — 7 -AND UD101 FOR YARD DRAIN LOCATIONS. / i EXPANSION JOINT SPACING 5 SPA. AT 29'-4%4"f = 147'-0" 3y„ BRIDGE RAILING TYPE AP TOP OF WALL BEGIN WALL CHAIN LINK FENCE. SEE STA. 12+38.88 FINISH GRADE BEHIND WALL 3Yz" STA. 12+11.62 SS304 FOR DETAILS. ELEV. 89.2' ELEV. 85.2' SOLDIER PILE, TYP. Extend wall elevations END WALL EXTG. GRADE to consistent grade at� STA. 12+39.24 AP panel break PRECAST CAP - ------ - STA. 12+18.12 ELEV. 89.2' OVERHANG, ELEV. 85.2' _ — — �— — — _ TYP. SEE-- SS303 FOR-�-^I I^ ^I DETAILS. — — — -� -- __ _tf LL----1�- -�-F---- --- -- L EXPANSION WEEP HOLE, TYP. JOINT, TYP. FYI vlv.�A ELEV. 80.2 ELEV. 80.2' ELEV. 81.2' ELEV 82.2' ELEV. 78.2' ELEV. 78.2 ELEV. 79.2 �� �� �� �� �� I. g" ELEV. 772' ELEV. 77.2 I ELEV. 78.2' ELEV 79.2' FINISH GRADE AT ,yam Ir I BOTTOM OF WALL (BOW) I IWALL CONTROL LINE REF. ELEV. � 70.0'� �� �� �� �� �� �� �� �� I� �� �� �� �� �� �� �� �� �� �� ��I 16 � �� �� ,. 3 LJ LJ LJ LJ LJ �/� WEEP HOLE L J ;_J L J L J L L J L J L �. L J L J BOTTOM OF SHAFT SPACING 12 SPA. AT 11'-2" = 134'-0" BOTTOM OF PILE '" SOLDIER PILE 2 SPA AT 3 SPA AT 6'-8" - 20'-0" 9-6 SPACING 6 0 12 0 19 SPA AT 6 0 114 0 PILE NO ,�, SHAFT AND PILE RFI SCALE ONE INCH `AT FULL SCALE (IF NOT, SCALE ACCORDINGLY) File: oa,„0101 WALL 2 ELEVATION SCALE: 1" = 5'-0" NOTE: 25 CL SHAFT 1. SEE SHEET SS101 FOR SOLDIER AND PILE KSmBUILT PILE SCHEDULE AND NOTES. BURIED UTILITIES IN AREA FEDERAL AID N0. PLEASE CALL BBEIFORE YOU DIG STBGUL-1070(011) REVIEWED MA A STREET LOOP PROJECT NO. A . a PROJECT MANA R: CP2117 lV1T` K AUBURN, WA CONTRACT NO Tnn6zs 23-19 Si naWre Date WALL 2 PLAN AND PROFILE 11241 Willows Rome d, AW052 DRAWING N0. Redmond, S22 a 42 425.8224446 Matthew Larson, P.E. SS102 www.oWk mm SHEET 15 OF 20 x z z 0 U a w w 0 J BRIDGE RAILING TYPE CHAIN LINK FENCE. SEE SS304 FOR DETAILS. WALL CONTROL LINE PRECAST CAP. SEE SS303 FOR DETAILS. 9 DOWEL BAR EMBEDDED IN FASCIA. SEE PRECAST CAP SECTION ON SS303. 6" 1 0 0 I iY CLF #4 TRANSV. U-BAR AT 12" SPA. #4 X CONT. VERT. BARS AT 12" SPA., EACH FACE 2^ #4 X CONT. HORIZ. BARS AT 12" SPA., EACH FACE. PROVIDE 2"-0" MIN. LAP SPLICE. 1 3" DIAM. WEEP HOLE. SEE WALL 1 ELEVATION VIEW FOR LAYOUT. O 1 FINISH GRADE IN FRONT OF WALL. SLOPE AWAY FROM WALL 0.5% MIN. SEE CR101 FOR GRADING PLAN. Ike I I I leve 'I ■y■■■o■y■■■■■a■■e * 2'-6"4 PILE SHAFT CONTROLLED DENSITY FILL OR PUMPABLE LEAN CONCRETE WHEN PLACED IN THE DRY. PUMPABLE LEAN CONCRETE WHEN I' PLACED IN THE WET. r; 3 G y No. Date: Revision: 0 1 1 vv2023 RFI #4 Response } H 2 5/15/2024 RFI #18 Response s� -W Cp ox SOLDIER PILE HP 12X84 OR W 12X87. SEE NOTE 3. APPROX. EXISTING GRADE FINISH GRADE AT BACK OF WALL. SEE CR101 FOR GRADING PLAN. 2,-4„t__-I I_ TOP OF WALL rn O TOP OF FASCIA YARD DRAIN. SEE UD101 FOR LOCATIONS. SEE SS303 FOR DETAILS. TEMPORARY LAGGING, TYR FILL VOIDS BEHIND LAGGING WITH GRAVEL BACKFILL FOR DRAINS. 4'-0" WIDE STRIP OF PREFABRICATED DRAINAGE MAT, TYR., CENTERED BETWEEN SOLDIER PILE FLANGES 3 SOLDIER PILE WALL TYPICAL SECTION SCALE: 1" = 2'1 TW TW SCALE: ATONE INCH FI $CALE (IF NOT, SCALE ACCORDINGLY) CMI owl IIIIIIIIIIIIIIIIIM BOTTOM OF WALL BOTTOM OF PILE BOTTOM OF SHAFT I J a 0 0 z 0 W 0 I N CL PILE AND LIFTING HOLE " 2"0 HOLE SOLDIER PILE LIFTING HOLE SCALE: 1" = 1'-0" LIFTING HOLE TO BE DRILLED IN THE SHOP PRIOR TO PAINTING THE PILE. 2" MIN. BEARING LENGTH. SHIM AS NECESSARY FOR FULL BEARING. CHIP OUT SHAFT BACKFILL TO PLACE LAGGING. SOLDIER PILE WALL GENERAL NOTES: 1. MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2023 WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 2. SOLDIER PILE WALL IS DESIGNED IN ACCORDANCE WITH THE AASHTO -RFD BRIDGE DESIGN SPECIFICATIONS, 9TH EDITION, AND DESIGN RECOMMENDATIONS IN THE PROJECT GEOTECHNICAL REPORT, DATED OCTOBER 28, 2022. 3. PILE SECTION MAY BE H—PILE OR W—SECTION AS SHOWN. PROVIDE THE SAME SECTION FOR ALL PILES. PROVIDE H—PILE SECTION PER ASTM A572 GR. 50 OR W SECTION PER ASTM A992 GR. 50. 4. SHOP PAINT PILES TO THE LIMITS SHOWN WITH INORGANIC ZINC RICH PRIMER. 5. PROVIDE CONCRETE CLASS 4,000 6. PLACE REINFORCING BARS 2" CLEAR OF THE NEAREST FACE OF CONCRETE UNLESS SHOWN OTHERWISE. RARY TIMBERLAGGING, 3" MIN. CLR. COVER TO SOLDIER PILE (TYP.) �����FILL 01DS GING WITH GRAVELBACKFILL F RG DRAINS. � w o N 4'-0" WIDE STRIP OF PREFABRICATED vi DRAINAGE MAT (TYI CENTERED BETWEEN --� F w SOLDIER PILE FLANGES. z x 2 0 z -Ys"0 x 6" WELDED SHEAR m 0 STUDS AT 1'-0" (TYP.) % - -t— PILE (TYP.) DBL STUD TO MAINTAIN OVERALL STUD w LENGTH 3" LESS THAN WALL THICKNESS N N ASHLAR STONE FINISH —\ WITH PIGMENTED SEALER \ REMAINING PORTION OF SOLDIER PILE SHAFT, TYP. REVISED SOLDIER PILE WALL PARTIAL PLAN .■m■- AS -BUILT FEDERAL AID NO. BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG STBGUL-1070 011 811 ( ) REVIEWED BY A STREET LOOP PROJECT NO. PROJECT MANA ER: CP V `ak AUBURN, WA CONTRACTACT NO NO. imzoz6 23-19 si naWre Date TYPICAL WALL SECTION DRAWNGRANING NO. 11241 Willows Road NE. SuIlz 2W SS301 Redmond, WAW052 Matthew Larson, P.E. 4kS2214,16 SHEET 16 www.otakcom OF 20 PANEL WIDTH SOLDIER PILE FINISH GROUNDLINE AT FACE OF CONCRETE FASCIA PANEL I I I I I I I I SOLDIER PILE SHAFT �J (TYP.) SEE SHEET SS301 FOR DIAMETER SEE EXPANSION JOINT DETAIL (iYP.) TIMBER LAGGING CL YO PVC WEEPHOLES7 CENTERED BETWEEN PILES * BOTTOM OF WALL SEE WALL SHEETS 02 5 VERT.EACHFACEi 01 AND 1 ANDK U BAR AT TOP I- r #4 AT 1' 6" SPA.#4 1'-0" N Z Q w v-: U N o< x x O M z Y = <0 I I I I u of a m I I I I I I I I I I I I I I I I I I I I I I I N I I I I I I I I I I I I I I I I / (� EXPANSION JOINT PARTIAL WALL ELEVATION EXPANSION JOINT DETAIL SCALE 1" = 1'-0" SCALE: 3" = 1'-0" CONCRETE FASCIA 4'-0" WIDE STRIP OF PREFABRICATED DRAINAGE MAT FULL HEIGHT OF LAGGING AND CENTERED BETWEEN SOLDIER PILE FLANGES SEAL CUT -IN JOINT WITH DUCT TAPE 27 3"4 PVC CONNECTOR DRAIN PIPE 17A 9 kq M, PREFABRICATED DRAIN GRATE. DRAIN GRATE INSTALLATION SHALL NOT DISRUPT PREFABRICATED DRAINAGE MAT. WEEP HOLE DETAIL SCALE: 1" = V-O" * ADJUST WEEP HOLE LOCATIONS HORIZONTALLY TO THE MINIMUM AMOUNT FEASIBLE TO AVOID CONFLICT WITH EXPANSION JOINTS AND PROVIDE 2" MINIMUM CLEARANCE FROM EDGE OF WEEP HOLE PIPE TO EDGE OF JOINT. WEEP HOLES SHALL SHALL REMAIN WITHIN THE MIDDLE HALF OF PREFABRICATED DRAINAGE MATS. I /1\ I10/5/2023I RFI #2 Response I TW SCALE: WEN AT FULL S (IF NOT, SCALE ACCORDINGLY) File: SOLDIER P" r.,... inn n nv/-% /nM TYPICAL FASCIA PANEL FORMWORK SCALE: 314" = V-O" REVIEWED BY ��� PROJECT MAN R: Crff OF -�.� * �„ ]02023 gnature Date W9 * 11241 Willows Road NE. Sulle200 WASHINGTON Redmond, WA W052 425.822 1441 Matthew Larson, P.E. www.olakcom AS -BUILT BURIED UTILITIES IN AREA FEDERAL AID NO. PLEASE CALL BEFORE YOU DIG STBGUL-1070( 011 811 A STREET LOOP PROJECT CP2117 AUBURN, WA CONTRACT NO. 23-19 WALL FASCIA PANEL DETAILS L N0.27 r. ZF BRIDGE RAILING TYPE CHAIN LINK FENCE. SEE SS304 FOR DETAILS 3" DIA. BLOCKOUT AT 4'-0" SPA. FILL WITH NON —SHRINK GROUT X ,v2" N OF FASCIA m - i N U #4 X 2'-0" DOWEL AT 4'-0" MAX. SEE NOTE 3. C.I.P. CONCRETE FASCIA FASCIA TREATMENT 311DIA BLOCKOUTM 4'-O" MAX O.C. WII 815' NC TOI Ii CL FENCING BEYOND 1'—OYz" 1 1'-04" SEE NOTE 6 3/4" CHAMFER (TYP.) )/2 #4 AT 1'-8" ' �• 1'-BY4„ _ 1Yz" CLR. -I I - (6) #4, 2'-0" MIN. LAP SPLICE SEAL BOTTOM OF BLOCKOUT PRIOR TO GROUT PLACEMENT Drill and epoxy dowels Al PRECAST CAP SECTION SCALE: 1 1/2" = 1'-0" PRECAST CAP OVERHANG DETAIL NTS LIMITS OF MT. BAKER PIGMENTED SEALER, "'^ RETAINING WALL PRECAST CAP PIGMENTED SEALER Y22" PREMOLDED JOINT FILLER II LOCATION OF DOWEL CONNECTION TO WALL 11-0" MIN I I 1'-0" MIN PRECAST CAP JOINT DETAIL NTS NTS RETAINING WALL PRECAST CAP ISOMETRIC VIEW NTS 1=1*47_F"I9100101 MIA VOWMAIa0 NI��� 1. SHIM RETAINING WALL CAP AS NEEDED TO ACHIEVE LEVEL CONSTRUCTION. 2. PROVIDE A CLOSED END AT THE START AND END OF EACH WALL. 3. PLACE DOWELS TO AVOID WALL REINFORCEMENT. 4. PLAN LENGTHS OF PRECAST CAP SEGMENTS SHALL BE AS UNIFORM AND AS LONG AS FEASIBLE ON EACH WALL AND SHALL BE 12'-0" MAX. AND 3'-0" MIN 5. PRECAST CAP JOINTS SHALL COINCIDE WITH RETAINING WALL JOINTS. YARD DRAIN NOTES: OYARD DRAINS TO BE CONSTRUCTED FROM CONCRETE PIPE IN ACCORDANCE WITH ASTM C 14. OCUTOUT HOLE SIZE IS EQUAL TO OUTLET PIPE OUTSIDE DIAMETER PLUS YARD DRAIN WALL THICKNESS. 3 CONNECTION TO OUTLET PIPE TO BE MORTARED AND MADE FLUSH WITH INSIDE OF THE YARD DRAIN WALL. O4 CAST IRON BELL GRATE. FITS INTO BELL RECESS AND EXTENDS FLUSH WITH FACE OF BELL. THE GRATE SHALL HAVE SLOTS (HOLES) THAT CONSTITUTE 50 PERCENT OPEN AREA FOR DRAINAGE. INLET BELL SURFACE SHALL BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY COVER POSITION. OCONCRETE MINIMUM DEPTH 6INCHES. BO 4" DRAIN PIPE, WHERE SHOWN ON DRAWINGS. O7 GRATE FLUSH WITH CONCRETE GUTTER (WHERE GUTTER IS PRESENT BEHIND WALL). O4" OR 6" PVC DRAIN PIPE TO YD OR CB AS SHOWN ON DRAWINGS. PLAN VIEW ELEVATION VIEW YARD DRAIN DETAIL NTS AS -BUILT FEDERAL AID NO. BURIED UTILITIES IN AREA PLEASE CALL BBEIFORE YOU DIG STBGUL-1070(011) NO. uate: I Revision: uompletea by PROJECT NO. BY: DATE: REVIEWED BY A STREET LOOP CP2117 1 6/4/2024 RFI #19 Response TW Designed LILP 07/07/2023 P D PROJECT MANA ER: Reviewed ITMH 1 07/07/2023 m4R •A�',0 - :f* �/ `�� AUBURN, WA CONTRACT NO. Approved CHIT OF * Tnrz02a 23-19 SCALE: " ��, sI afore Date RETAINING WALL PRECAST CAP AND YARD DRAIN DETAILS DRAWING N0. ONE INCH 43425 0 11241 Willows Road NE. Sulte2W AT FULLI sWASHINGTON Redmond, WA W052 SS303 (IF NOT, SCALE ACCORDINGLY) 10NAL 425S224445 Matthew Larson, P.E. 7/7/2023 www.otakcom SHEET 18 File: " 20 r( Zi a: POST POST 6' MAX POST CAP, TYP. EVENLY SPACED 1%"0 (1Y4" NPS) TOP, MIDDLE, FABRIC TIE AT TOP, MIDDLE, 2%" OD (2Y2" NPS) AND BOTTOM RAILS AND BOTTOM RAILS SCH. 80 POST. TYP. t, TENSION BAR, TYP. 0 I m 0 I ih BASE PLATE, TYP EQUAL EQUAL STEEL BASE PLATE - SEE DETAIL N WALL CAP REINFORCING FENCE ELEVATION SCALE: 1" = 2'-0" /-HEAVY HEX NUT- 1/2" DIA WITH � 1, " 1 1/4" O.D. z 5/8" I.D. x 1/8" WASHER, TYP. 2 GROUT SLOTTED HOLE - 1 1/4" x 5/8" ,TYP. 4 I i" POST MIN. LEVELING HEAVY HEX NUT -1/2" DIAM. WITH 1 1/4" O.D. x 5/8" I.D. x 1/8" WASHER, TYP. RESIN"BONDED THREADED ROD 1/2' DW DRAIN T -1/2" DIAM., TYP. (SEE NOTE 2) HOLE IN PLATE O O - DRILL HOLE IN RETAINING R 40 x 8" x 6" WALL CAP - 5/8" DIA, TYP. Tno k n�4xr FENCE NOTES: 1. POSITION BASE PLATES SUCH THAT THE ANCHOR BOLT INSTALLATION DOES NOT INTERFERE WITH THE WALL CAP REINFORCEMENT. 2. PROVIDE ANCHORS IN ACCORDANCE WITH ASTM F1554, GRADE 105 AND POST CAP SUPPLEMENTAL REQUIREMENTS S2, S3, AND S4. TOP RAIL 3. PROVIDE HILTI HIT -RE 500 V3 ADHESIVE, OR APPROVED EQUAL. POST 4. ALL COMPONENTS SHALL BE GALVANIZED. 5. COAT COMPONENTS AFTER GALVANIZING. CHAIN LINK FABRIC SHALL BE VINYL COATED BLACK. ALL OTHER EXPOSED STEEL SHALL BE POWDER CHAIN LINK FENCE FABRIC COATED BLACK EXCEPT NUTS, WASHERS AND EXPOSED ENDS OF MIDDLE RAIL EMBEDDED BOLTS SHALL BE FIELD PAINTED BLACK CLOSELY MATCHING THE POWDER COATING COLOR AFTER INSTALLATION. 6. CHAIN LINK FABRIC SHALL BE 3" ABOVE CONCRETE SURFACE. KNUCKLE SEE FENCE POST SELVAGE CHAIN LINK FABRIC, TOP AND BOTTOM. CONNECTION DETAIL V. PROVIDE STEEL PLATES IN ACCORDANCE WITH ASTM A36. BOTTOM RAIL FINISH GROUND AT BACK OF WALL 8, DETAILS NOT SHOWN SHALL CONFORM TO WSDOT STD. PLAN L-5.10-00. PRECAST CAP VIEW C FENCE TYPICAL SECTION SCALE: 1" = 2'-0" FENCE POST CONNECTION STEEL BASE PLATE NTS NTS AS -BUILT FEDERAL AID NO. BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG STBGUL-1070( 011 811 ) No. Date: Revision: Completed By PROJECT NO. BY: DATE: REVIEWEDBYA STREET LOOP Designed ULP 07/07/2023 p D PROJECT MANAG CP2 7 Reviewed TMH 07/07/2023 m4R °° TA CONTRACT CI11l OF - :f* �/ `a^44 AUBURN, WA CONTRACT NO. Approved * 79/2o23 23-19 SCALE: , S' nature Date BRIDGE RAILING TYPE CHAIN LINK FENCE DETAILS DRAINING NO. ONE INCH a 425 0 11241 Willows Road NE. Sulle200 ATFULLI WASHINGTON Redmond, WAW052 SS304 Matthew Larson, P.E. (IF NOT, SCALE ACCORDINGLY) 2ORAL 425S224448 7/7/2023 www.dakcom SHEET 19 OF File: c20 LUMINAIRE SCHEDULE POLE NO. STATION OFFSET ARM LENGTH MOUNTING HEIGHT LIGHT DISTRIBUTION (A/B) 1-1 10+21 RT 20' 2-18" 14' 270 / 0 L2 10+89 RT 18' 2-18" 14' 0 / 0 L3 11+56 RT 18' 2-18" 14' 0 / 0 L4 12+23 RT 18' 2-18" 14' 0 / 90 WIRE SCHEDULE NO. CONDUIT SIZE CONDUCTORS CIRCUIT COMMENTS 2-#8 ILL CKT C) 2" PVC 2-#8 (120V RECEPTACLE CKT D) Co D 1 1-#8 (GROUND) 2-#8 (240V ILL CKT C) 2" PVC 2-#8 (120V RECEPTACLE CKT D) C, D 1-#8 (GROUND) 2 2" PVC SPARE BREAKER SCHEDULE SCB TYPE B MODIFIED 120/240V CIRCUIT DESCRIPTION BREAKER RATING CONTACTOR RATING VOLTAGE LOAD (KVA) POLES AMPS - MAIN 2P 100 AMP - - - LGHT. CNTRL CONTACTOR LIGHT CONTROL CONTACTOR IF 15 AMP - 240 RECP. RECEPTACLE 1P 20 AMP - 240 SIGNAL SIGNAL 1P 20 AMP - 240 ILLUM A ILLUMINATION 2P 20 AMP - 240 ILLUM B ILLUMINATION 2P 20 AMP - 240 C* ILLUMINATION 2P 15 AMP - 240 D* RECEPTACLE 1P 15 AMP - 120 BUSSWORK SHALL BE RATED AT 200 AMP MINIMUM PEAK CONTINOUS *PROPOSED CIRCUITS I I I L ------ 1 ❑I 4TH STREET SE v (A STREET LOOP) (NON-RESIDEN7IAL COLLECTOR) 2 I Designed NH/TJI 6/23/2023 1 SCALE: , ONE INCH AT FULL SCALEI (IF NOT, SCALE ACCORDINGLY) File: ® u DETAIL 2: POWER CONNECTION TO EXISTING SYSTEM 3RD STREET SE CROSS STREET SE f3i 4ii tl: w a 3 N a A STREET LOOP m 02 m LEGEND: - — PROPOSED CONDUIT EXISTING CONDUIT 000 DOWNTOWN PEDESTRIAN LIGHTING STANDARD ® PROPOSED STREET LIGHT JUNCTION BOX EXISTING JUNCTION BOX EXISTING SERVICE CABINET GENERAL NOTES: 1. ALL WORK SHALL BE IN ACCORDANCE WITH 2O23 WSDOT STANDARD PLANS, SPECIFICATIONS AND THE LATEST AMENDMENTS, APWA STANDARDS, NATIONAL ELECTRIC CODE AND CITY OF AUBURN CONSTRUCTION STANDARDS AND STANDARD DETAILS. 2. UTILITY LOCATION (1-800-424-555) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 3. DOWNTOWN PEDESTRIAN POLE MOUNT LIGHTING SHALL MEET DETAILS SPECIFIED IN AUBURN'S CONSTRUCTION STANDARDS MANUAL UNLESS OTHERWISE NOTED ON THE PLANS. 4. LUMINAIRE POLE AND FOUNDATIONS SHALL BE INSTALLED PER AUBURN STANDARD DETAIL: T-28.4 AND T-28A.4 FOR POLE, T-2813.2 FOR FOUNDATION. 5. ALL JUNCTION BOXES, PULL BOXES, OR CABLE VAULTS SHALL HAVE A SLIP RESISTANT LID PER WSDOT SPECIAL PROVISIONS. 6. WIRING SHALL CONFORM TO AUBURN STANDARD DETAIL T-20.2. CONSTRUCTION NOTES: INSTALL DOWNTOWN PEDESTRIAN POLE PER CITY OF AUBURN STANDARD DETAIL T-28.4 WITH DIRECTION OF LIGHT DISTRIBUTION REVISED PER DETAIL 1 AND LUMINAIRE SCHEDULE, THIS SHEET. PROVIDE AND INSTALL (2) 1A/BE173E35/12OL5K240/BL LED LUMINAIRE OR APPROVED EQUAL PER AUBURN STANDARD DETAIL T-28.4. PROVIDE AND INSTALL RECEPTACLE PER AUBURN STANDARD DETAIL T-28A.4 (ELECTRICAL LOAD IS LIMITED TO 120W). FINSTALL STREET LIGHT JUNCTION BOX PER CITY OF AUBURN STANDARD il DETAILS: T-28A.4, T-2813.2, T-20.2. CONNECT CONDUIT TO EXISTING JUNCTION. RUN NEW WIRES THROUGH EXISTING CONDUIT TO SERVICE CABINET ON NE CORNER OF A STREET SE / CROSS STREET E (DETAIL 2). INSTALL TWO NEW CIRCUIT BREAKERS IN EXISTING SERVICE CABINET. NO CONTACTORS REQUIRED. DETAIL 1: DIRECTION OF LIGHT DISTRIBUTION RDIRD EC ROADWAY SIDEWALK' 270T — CA B —go, OF LIGHTN 1 gO DISTRIBUTION PER LUMINAIRE SCHEDULE _ _20 10 0 20 R T 4D ® SCALE IN FEET I AS -BUILT BURIED UTILITIES IN AREA FEDERAL AID NO 10 0 % SUBMITTAL PLEASE CALL BEFORE YOU DIG STBGUL-1070(011 ) 811 REVIEWED BY A STREET LOOP P OJEC NO CP2117 PROJECT MAN ER: * # crrr OF 1 FEHRJf PEERS fv AUBURN, WA CONTRACT NO. 23-19 nrzazs Si nature Date ILLUMINATION PLAN WASHINGTON toot 4tn Avenue seam", WA s-. Suite 4120 (206) 576- DRAWING N0. UL101 Project Manager, P.E. SHEET 20 OF 20