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HomeMy WebLinkAboutMS2403 - AS BUILT PLANSACF fq WASHINGTON PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington VICINITY MAP 0 SCALE: 1' = 2500' CITY OF AUBURN NG & PIERCE COUNTIES, WASHINGTON CDBG SIDEWALK IMPROVEMENTS PROJECT NO. MS2403 CONTRACT NO. 24-26 DRAWING INDEX SHEET DRAWING DESCRIPTION 1 GTO01 COVER SHEET WITH VICINITY MAP & SHEET INDEX 2 GN001 GENERAL NOTES AND ABBREVIATIONS 3 CE101 EXISTING CONDITIONS, TESC & SITE PREPARATION PLAN 4 CR101 DRIVEWAY DETAILS 5TH STREET NE 5 CP101 PAVING PLAN 3 WATER SYMBOLS SIGNALIZATION SYMBOLS ABBREVIATIONS EXIST. PROP, DESCRIPTION SYMBOL EXIST. PROP. DESCRIPTION 0 • BOLLARD AC ASPHALT CONCRETE MON THRUST BLOCK �or0 �oro DIPOLE DETECTOR ACP ASPHALT CONCRETE PAVEMENT MPC a ® [B QUADRAPOLE DETECTOR AP ANGLE POINT NA WATER METER APPROX APPROXIMATE NAD ,b- FIRE HYDRANT 3-NOZZLE ® 0 m 00 0 JUNCTION BOXES (TYPE I, II, III) ASPH ASPHALT NAVD ITH PEDESTRIAN PUSHBUTTON ASST ASSISTANT NO. l7 l7 FIRE HYDRANT 2-NOZZLE POST W/ PUSHBUTTON ASSY ASSEMBLY NST ® ® SPRINKLER VALVE BOX PEDESTRIAN SIGNAL HEAD AUX AUXILIARY NTS ® m SIGNAL CONTROLLER AVE AVENUE NW ® ® SPRINKLER HEAD AWS AUBURN WAY SOUTH O.C. DQ H GATE VALVE GEN. ® ® SIGNAL LOAD CENTER BC BEGINNING OF CURVATURE OH/INT O } STREET LIGHT ASSEMBLY BM BENCH MARK P q T BLOW -OFF VALVE END BEND PC (a TRAFFIC SIGNAL POLE BOP BEGINNING OF PROJECT PCC BUTTERFLY VALVE TRAFFIC SIGNAL POLE BOT BOTTOM P.E. PJ W/ LUMINAIRE N CHECK VALVE BOW BACK OF WALK RED TRAFFIC SIGNAL O ♦ BTWN BETWEEN P.I. KY M PLUG VALVE SUPPORT POLE 3 3 —� VEHICLE SIGNAL HEAD CB CATCH BASIN PNT CAP/PLUG CDF CONTROLLED DENSITY FILL POC #}} {} VEHICLE SIGNAL HEAD CEM. GONG. CEMENT CONCRETE PPB i'F COUPLING W/ ARROW INDICATOR CL, rr CA- CLASS, CENTERLIN PRO I{ F{ ADAPTER, (FLxMJ). CG CURB & GUTTER PROP D> NO CHANNELIZATION SYMBOLS GO CLEANOUT PRV REDUCER CoA CITY OF ABURN PS IDQ IK CONN CONNECT PSE TAPPING TEE &VALVE, (FLxMJ) SYMBOL CONST CONSTRUCT, CONSTRUCTION PSF VERTICAL BEND (FL) EXIST. PROP. DESCRIPTION CONT CONTINUED/CONTINUOUS PT 3-1-1 3-E VERTICAL BEND (MJ) o STOP BAR COR CORNER PVC CRV CURVE SANITARY/STORM SEWER SYMBOLS OR OR CROSSWALK CSBC CRUSHED SURFACING BASE COURSE PVI IIIIIII IIIII CSTC CRUSHED SURFACING TOP COURSE PVT EXIST, PROP. DESCRIPTION CTL BASELINE CONTROL POINT, CONTROL RD LEFT TURN ARROW DEW DOUBLE BROKEN WHITE v ® SANITARY SEWER CLEAN OUT DET DETAIL, DETECTOR/DETECTION LOOPS REF ORRDIA TER RPM SANITARY SEWER MANHOLE w5� RIGHT TURN ARROW DI DUCTILE IRON Q (As Labeled in the Plans) ll DR DRIVE RT ❑ STORM DRAIN CATCH BASIN DSW DOUBLE SOLID WHITE `+� LEFT —STRAIGHT ARROW R/ W, ROW ❑ IY1I STORM DRAIN MANHOLE �r I�I DSY DOUBLE SOLID YELLOW S, S0. ONLY O O I DWG DRAWING D, SO (As Labeled in the Plans) SDMH Rot® • STORM DRAIN CLEAN OUT �„ SCHOOL E EAST, or DISTANCE BETWEEN PM &VERTICAL CURVE SE pppggqppp EEACH D SEC STORM DRAIN CULVERT EC S�I STOP SO I END OF CURVATURE EL, ELEV ELEVATION SHT BICYCLE LANE SIG ENGR. ENGINEER GAS/POWER(TELEPHONE SYMBOLS HANDICAP SYMBOL EOP END OF PROJECT, EDGE OF PAVEMENT SMH SMC EVP EMERGENCY VEHICLE PREEMPTION SMON EXISL PROP. DESCRIPTION Kk EX, EXIST EXISTING SIMONS/f S R R RAILROAD CROSSING O GAS VALVE FCA FLANGE COUPLING ADAPTOR SST P P POWER VAULT FH FIRE HYDRANT O O a LANE MARKERS TYPE I FL FLOW LINE/CURB GUTTER PAN, FLANGE SSY1 O O UTILITY POLE FO FIBER OPTIC ST a • LANE MARKERS TYPE II FOC FACE OF CURB E- UTILITY POLE ANCHOR SURVEY SYMBOLS FT FEET/FOOT STD STD 0 � TELEPHONE VAULT G GAS LINE S/W TT TELEPHONE MANHOLE SYMBOL CIS GEOGRAPHICAL INFORMATION SYSTEMS SV EXIST. PROP. DESCRIPTION GV GAS VALVE SW HMA HOT MIX ASPHALT TMH SURFACE FEATURES/LANDSCAPING ANGLE POINT HOR HORIZONTAL TSPL BENCH MARK HP HIGH POINT TV EXI$I, PROP. DESCRIPTION a BLOCK CORNER HT HEIGHT TYP. EMBANKMENT " IE HIGHWAY U IRON PIPE INVERT ELEVATION UP =MB MAIL BOX IN INCH/INCHES UPA SHRUB ® S MONUMENT (IN CASE) INT INTERSECTION UTIL CD00 C>•C< ROCKERY ® ® MONUMENT (SURFACE) INTER INTERCONNECT CABLES VERT JB, J-BOX JUNCTION BOX VEH !� RIP RAP + SECTION CORNER MONUMENT K RATE OF VERTICAL CURVE W a i SIGN ® SOIL BORING L LENGTH OF ARC WA LB(S) POUND, POUNDS W/ TREE (CONIFER) „n ® AERIAL MAPPING CONTROL POINT LED LIGHT EMITTING DIODE WSDOT Q Q TREE (DECIDUOUS) NCTL zs CONSTRUCTION BASELINE LF LINEAL FOOT/FEET 0 }( YARD LIGHT CONTROL POINT LOC LOCATION WWF LP LOW POINT WV 0 0 HATCH (CEMENT CONCRETE) ANGLE POINT LT LEFT ® HATCH (GRAVEL) Ov 95M00-0,O KING COUNTY PARCEL NUMBER LUMIN LUMINAIRE (10 Digit Number) MAX MAXIMUM r , EXISTING BUILDING STREET WATER STORM SEWER TESC DEMO CHANN MB MAILBOX L J CONSTRUCTION NOTES Q ❑ O 1 MH MANHOLE Z__r 1 1 1 1 O MIN MINIMUM DETAIL CALL OUT DETAIL NUMBER MJ MECHANICAL JOINT UD101 REFERENCED DRAWING I Designed I LC 1 03/13/24 1 SCALE: ONE INCH AT FULL SCAL (IF NOT, SCALE ACCORDINGLY) File: M82403-GM01.DWG MONUMENT MIDPOINT OF CURVE NOT APPLICABLE NORTH AMERICAN DATUM NORTH AMERICAN VERTICAL DATUM NUMBER or NORTH NO STEEPER THAN NOT TO SCALE NORTHWEST ON CENTER OVERHEAD INTERCONNECT POWER POINT OF CURVATURE POINT OF COMPOUND CURVATURE PROFESSIONAL ENGINEER PEDESTRIAN POINT OF INTERSECTION POINT POINT ON CURB PEDESTRIAN PUSH BUTTON POINT OF REVERSED CURVATURE PROPOSED PRESSURE REDUCING VALVE STATION PUMP STATION PUGET SOUND ENERGY POUNDS PER SQUARE FOOT POINT OF TANGENT POLYVINYL CHLORIDE or POINT OF VERTICAL CURVATURE POINT OF VERTICAL INTERSECTION POINT OF VERTICAL TANGENT RADIUS ROAD REFERENCE RAISED PAVEMENT MARKER RAILROAD RIGHT RIGHT OF WAY SOUTH STORM DRAIN STORM DRAIN MANHOLE SOUTHEAST SECTION SQUARE SHEET SIGNAL SANITARY SEWER MANHOLE MONUMENT (IN CASE) MONUMENT (SURFACE) SANITARY SEWER/SIZE IN INCHES STAINLESS STEEL SINGLE SOLID WHITE SINGLE SOLID YELLOW STREET STATION STANDARD SIDEWALK SURVEY SOUTHWEST TELEPHONE MANHOLE TRAFFIC SIGNAL POLE W/ LUMINAIRE TELEVISION TYPICAL UNDERGROUND UTILITY POLE UTILITY POLE ANCHOR UTILITY VERTICAL VEHICLE WEST, WATER, WATER SERVICE WASHINGTON WITH WASHINGTON STATE DEPARTMENT OF TRANSPORTATION WELDED WIRE FABRIC WATER VALVE AS■BUILT REVIEWED BY PROJECT MANAGER: Signature Date Lauren Kirk . P.E. 3 X X -M X" SS X" SD SSFM X" W X" G OP BP OTV BTV OT BT LINETYPES ...� X X &I %" SS X" SD SSFM X" W X" G OP BP OTV BTV OT B< SURFACE FEATURES: CURB/PAVEMENT/SIDEWALK BUILDING LINE CREEK / DITCH CENTERLINE FENCE GUARD RAIL RAILROAD RETAINING WALL RIVERBANK/SHORELINE VEGETATION SURVEY: CENTERLINE CONTOUR EASEMENT (PERMANENT) EASEMENT (TEMPORARY) PROPERTY LINE RIGHT-OF-WAY CITY CLAIM OF PRESCRIPTIVE RIGHTS UTILITIES: SANITARY SEWER (SIZE IN INCHES) STORM DRAINAGE (SIZE IN INCHES) SANITARY SEWER (FORCEMAIN) WATER GAS POWER (OVERHEAD) POWER (BURIED) CABLE TELEVISION (OVERHEAD) CABLE TELEVISION (BURIED) TELEPHONE (OVERHEAD) TELEPHONE (BURIED) 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 2024 WSDOT/APWA AS MODIFIED BY THE CITY OF AUBURN, INCLUDING AUBURN'S STANDARD DETAILS. A COPY OF THESE APPROVED PLANS AND APPLICABLE DETAILS SHALL BE ON SITE DURING CONSTRUCTION. 3. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (811) FOR UTILITY LOCATIONS. 4. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL ON -SITE STORM WATER RUNOFF BY USING TEMPORARY OR PERMANENT DRAINAGE EROSION/ SILTATION CONTROL PROCEDURES. 5. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE DEPTHS AND LOCATIONS OF ALL UNDERGROUND UTILITIES. 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 NOVEMBER 2022. THE MONUMENTED CENTERLINE OF 5TH STREET NE FROM COA MON 708-031 TO COA MON 708-034 = S 86'17'40" E VERTICAL DATUM = NAVD88 ELEVATIONS STATEMENT: BASIS OF FOR THE PURPOSES OF THIS DRAWING ELEVATIONS ARE BASED ON CLOSED LOOP DIFFERENTIAL LEVELS RAN FROM COA 709-027 ELEVATION=78.41 SURVEY MONUMENT TABLE COA PT F 708-031 � �IN1I 116599.39 SjINTt 1293986.40 II N%T DESCRIPTION ENCASED 21N BRASSIE WRH PUNCH IN CONIC 708-034 116574.58 1294364.77 ENCASED 21N BRASSIE WRH 'X' IN CONIC 1 117M.56 1295161.05 78.11 HUB AND MAG 708-018 116885.31 1294204.52 2 IN SURFACE BRASSIE WITH PUNCH IN CONC 709-023 116881.72 1294511.82 T.00 2 IN SURFACE BRASSIE WRH PUNCH IN CONIC 709-027 117165.07 129W07.28 78.41 ENCASED 21N BRASSIE WITH 'X' IN CONIC " MON IN AUBURN WAY SOUTH NORTH OF 6TH Sr NE BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 2024 CDBG SIDEWALK IMPROVEMENTS 5TH ST NE FROM A ST NE TO B ST NE GENERAL NOTES AND ABBRIAVATIONS PROJECT NO. MS2403 CONTRACT NO. 24-26 DRAWING NO. GN001 SHEET 2 OF 5 G G, u `'T 0 G PLAN O 10 s . 10 2u SCALE: 1"=10' SCALE IN FEET 5TH ST NE (LOCAL RESIDENTAL) G G G i G 2+ \ 1) ~� IE-73.n Designed 1 LC 1 03/25/24 Reviewed LK I 03/25U4 SCALE: ONE INCH AT FULL FULLSDALE (IF NOT, SCALE ACCORDINGLY) q'. 415 AUBURN AVE HE a AUBURN, 98002 a•"' G z� DEMOLITION NOTES: REMOVE EXISTING CONCRETE SIDEWALK/DRIVEWAY. Q2 REMOVE EXISTING LANDSCAPING. Q SAWCLT AND REMOVE EXISTING ASPHALT PAVEMENT. A REMOVE EXISTING CURB AND GUTTER. Q SAWCLIT AND REMOVE EXISTING ASPHALT DRIVEWAY. QREMOVE EXISTING WOOD FENCE AND RESET ON PROPERTY LINE. DO NOT REINSTALL LEAN—TO STRUCTURE. REMOVE P PLACE ON PRIVATE PROPERTY. Q REMOVE EXISTING TREE. Q9 SAWCUT AND REMOVE EXISTING PEDESTRIAN CURB 10 REMOVE EXISTING TRAFFIC CURB. LEGEND: EXISTING EXISTING CONC. SIDEWALK CONC. SIDEWALK/DRIVEWAY REMOVAL ASPHALT PAVEMENT REMOVAL LIMITS LIMITS OF CLEARING AND GRUBBING CATCH BASIN INLET PROTECTION, ® PER CITY OF AUBURN STANDARD DETAIL E—D3.2. APPROXIMATE PAVEMENT FULL DEPTH --- SAW CUT LINE CURB AND GUTTER REMOVAL PEDESTRIAN CURB REMOVAL TRAFFIC CURB REMOVAL WOOD FENCE REMOVAL AS -BUILT 10 5 0 10 PLAN 20 �./\� BURIED UTILITIES IN AREA SCALE: 1" = 10' \ SCALE IN FEET PLEASE CALL BEFORE YOU DIG 811 REVIEWED BY 2024 CDBG SIDEWALK PROJECTS MS2403 PROJECT MANAGER: 5TH ST NE FROM N DIVISION ST TO AUBURN AVE NE CDNTRADT ND �* �a CITY OF ..� + EXISTING CONDITIONS, TESL &SITE PREPARATION 24-26 DRANING NO siyna ure Date CE101 WASHINGTON Lauren Kirk P.E. SHEET 3 e , of 5 OB105/2M4 e S O 5TH ST NE N. 116876.68 (LOCAL RESIDENTIAL) - 74'01 CR101 9 - - N: 116862.31 (MATCH EXIST.) 2 - E: 1294174.78 6 9 2 - - 74 23 CR101 N: 116868.01 9 (MATCH EXIST.) r- ---_-- E: 1294074.81 N: 116867.18 CR101 - ------ 74.81 E: 1294097.20 q 74.93 6 N: 116865.96 N: 116873.72 -- - - - - - - 6 E: 1294116.15 E: 1293995.94 � IIIII 4 /-- _-- 74.89 N: 116862.61 74.11 -1 E: 1294169.92 z - ® 4 74.56 ° 15 12 N: 116863.02 e• ' 7 E: 1294084.09 N: 11 15 BOW: 74.88 N: 1 6862.20° E: 12 3949.3 3949.31 N: 116868.71 T E: 1 94096.8 BOW: 4EXI E: 1293995.93 B W 75.01 97 N: 116860..7 E: 1294115.77 ( MATC EXISTING) ) : 74.15.93 BOW: 74.19 44 5TH ST NE N: 116864.58 RIM 746666a-ta BOW: 74.94 N: 116858.00 AUBURN, 98002 B: 127471 2• ((NE) ss E: 1294169.62 CIS/ PVC ( PVC CHANNEL CENTER CHANNEL IE=71.41 CENTER BOW: 74.61 FLOW NORTNEasr 421 A ST NE N: 116857.31J AUBURN, 98002 E 1294174.71 BOW: 74.28 (MATCH EXISTING) PLAN 10 5 0 10 20 O SCALE: 1" = 10' N SCALE IN FEET J _Q Z LIJ LLI Z 0 I- U) U) w IY Q J Q U 0 `J _ - - 5TH ST NE ` a 3 TO NEAREST JOINT (LOCAL RESIDENTIAL) N: .41 � ` CR101 E: 129479294794 79.2020 � N: 294664.19 N: 11686937 .4 ` E: 1294677. 7 6 PROTECT EXISTING 4 E 1294798.41 77.77 6 4 DRAIN PIPE 79.24 N: 116862.78 E: 12946759.227.96 294677.96 __------ _-- - ----1 . (MATCH EXISTING) 14 13 e13 S a . 4 IN _ N: 116864.93 E: 1294798.62 N: 116859.65 N: 116864.74 (MATCH EXISTING) ° N: 116859.05 4 E. 1294684.38 415 AUBURN AVE HE E: 1294794.64 n E: 1294659.39 BOW: 77.96 AUBURN, 98002 BOW: 79.28a•.�i' © © BOW: / 7In (MATCH EXISTING) /.k;' /, , N: 116856.�V / p E: 1294682.9.90,•.. ,, Q N: 41 OS (MATC 29 E: 77 88 (MATCH EXIST.)) BOW46 N: 116 55.49 E: 1294E70.02 �,•'° 77,711 (MATC EXIST.) / + 4 I Desioned I LC 1 03/25/24 1 SCALE: ONE LINCH AT FUAT FU5 (IF NOT, SCALE ACCORDINGLY) File: M82403-CP DWG PLAN SCALE: 1" = 10' 9a20tLL B¢. OB W2M 10 5 0 10 20 SCALE IN FEET REVIEWED BY PROJECT MANAGER: Signature Date Lauren Kirk . P.E. CONSTRUCTION NOTES: O PRESERVE EXISTING MONUMENT DURING CONSTRUCTION. IF ENGINEER DETERMINES LOCATION HAS BEEN COMPORISED INSTALL NEW MONUMENT PER CITY OF AUBURN STANDARD DETAIL T-46.3. CONTRACTOR SHALL BE RESPONSIBLE FOR NEW MONUMENT. 4O INSTALL NEW CEMENT CONCRETE SIDEWALK PER CITY OF AUBURN STANDARD DETAIL T-13.2. © INSTALL NEW CEMENT CURB AND GUTTER PER WSDOT STANDARD PLAN F-10-12.04. 0INSTALL COMMERCIAL HMA (MATCH EXISTING ASPHALT DEPTH) ® INSTALL NEW COMMERCIAL CEMENT CONCRETE DRIVEWAY PER CITY OF AUBURN STANDARD DETAIL T-34.1. Og INSTALL NEW RESIDENTIAL CEMENT CONCRETE DRIVEWAY PER CITY OF AUBURN STANDARD DETAIL T-34.1. 11 INSTALL NEW CEMENT CONCRETE PEDESTRIAN CURB PER WSDOT STD PLAN F-10.12-04. 12 INSTALL SOD OVER 6" TOPSOIL PER BMP T5.13 OF THE 2019 STORM WATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON. 13 CONNECT EXISTING DRAIN TO NEW 3" DIA. PVC CURB DRAIN. 14 REPLACE EXISTING SEWER 20" DIAMETER RING AND COVER WITH NEW STANDARD 24" RING AND COVER, AND ADJUST TO GRADE, PER CITY OF AUBURN STANDARD DETAIL S-04.4. 15 INSTALL NEW CAST -IN -PLACE DUAL FACED MOUNTABLE CEMENT CONCRETE TRAFFIC CURB PER CITY OF AUBURN STANDARD DETAIL T-47.1. CHANNELIZATION NOTES: O1 PAINTED 4" WIDE LANE LINE PER WSDOT STANDARD PLAN M-20.10-04. LEGEND: REMOVE AND REPLACE ASPHALT I L ____i PAVEMENT NEW CONCRETE SIDEWALK LIMITS OF TOPSOIL AND SOD INSTALLATION NEW CEMENT CONCRETE CURB AND GUTTER NEW CEMENT CONCRETE PEDESTRIAN CURB AS■BUILT BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 2024 CDBG SIDEWALK PROJECTS 5TH ST NE FROM N DIVISION ST TO AUBURN AVE NE PAVING PLAN PROJECT NO. MS2403 CONTRACT NO. 24-26 DRAWING NO. CP101 SHEET 4 OF 5 N: 116883.59 E: 1293950.12 FL: 73.27 (MATCH EXIST.) N: 116876.68 E: 1293949.65 74.01 (MATCH EXIST.) N: 116871.77-1 E: 1293949.31 74.10 (MATCH EXIST.) N: 116865.4 E. 1293955.5 74.1 (MATCH EXIST. N: 116883.26 5TH ST NE E: FL: 1293954.92 73.29 (LOCAL RESIDENTIAL) N 115874.10 E; 1293989.92 FL: 74.16 N: 116876.26 E: 1293955.91 74.00 FULL DEPTH EXPANSION JOINT PER CITY OF AUGUR STANDARD DETAIL T-341. NOTE 1. N: 116869.17- E: 1293989.94 74.24 N 116868.84 1293994.24 BOW: 74.20 0" CURB PLAN 1 /� SCALE: 1"=5' CE101 �1"� N: 116880.81 x E: 1293991.22 N; 116880.49 FL 73.48 1293995.94 TE: FL 73.51 l � L74.11 116868.3 2 E.1294001.87 W: 74.23 `e4 °4e N: 116868.71 E: 1293995.93 BOW: 74.19 5TH ST NE N: 116875.98 (LOCAL RESIDENTIAL) N: 116876.33 E: 1294065.11 N: 116874.85 N: 116872.54 E: 1294060.70 FL 73.99 FL: 74.03 E: 1294080.10 N: 116873.37 E: 1294112.54 (MATCH EXIST.) FL: 74.13 N: 116874.49 E: 1294101.47 FL: 74.26 E: 1294084.83 W 116873.62 FL: 74.35 FL: 74.17 E: 1294097.69 N: 116866.83 (MATCH EXIST.) FL: 74.29 E: 1294102.72 N; 116869.57 (MATCH EXIST) 75.00 N: 116872.22 E 1294060.26 r-'-- ---- E: 174.26 .63 74.62 I ----------- FL: 74.26 -- --- N: 116867'18 (MATCH EXIST) FL I E: 1294097'20 r--- ----------- 07% 74.92 I -- ---, FL 1 5% FL 0.6% N: s N: 116869..0 9 7 FL 0 6% E: 1294059.94 294059.94 m E: 1294066.02 A 68601 N: 119408 0 69, BOW: 74.70 °J 74.66 ro pal^ � E: 1294084.41 s .4 N: 116866 34 7% 74.81 N E: 194110.29 A ° e 4 0.7% 74.920. o ° ° a ° 4 ° N: 0.7% 1.47 10% ° "' 294078.40 E: 1294074.77 '4 - - 4,6 ° 0 89, a° 74.77 4?d - s` °. 0 79, a n a 4 o a ° 6% 0 79, m° " a N: 116864.19 S 0 99, - - a 1' a ^ 4 E: 1294066.08 10% 4 _ N: 116859.41 �T" o- 74.74 0 N: 116862.20 E: 1294062.38 0" CURB E: 1294096.82 269 75.05 2.07 BOW: 75.00 v (MATCH EXIST.) N. 116861.84 N: 116859.18 E: 1294102.30 0' N: 116860.97 E: 1294066.01 N: 116863.02 BOW: 75.05 1.3% E: 1294115.77 N: 116856.65 74.82 E: 1294084.09 BOW: 74.93 E: 1294056.88 (MATCH EXIST.) BOW: 74.88 N: 116857.27 N: 116856.64 N; 116861.36 75.35 6" CURB N: 116858.40 E 1294101.92 N. 116863.41 1294109.45 E: 1294109.90 I E: 1294077.91 7q gq E: 1294078.07 (MATCH EXIST.) 74.84 BOW: 74.97 7474 7484 T H EXIST.) N: 116856.28 (MATCH EXIST.) E: 1294054.30 75.48 N: 116859.52 3" CURB W E: 1294111.42 (MATCH EXIST.) 74.86 J (MATCH EXIST.) 4 PLAN 2 /\ SCALE: 1" = 5' 5TH ST NE N: ns67osa N: 11687211 (LOCAL RESIDENTIAL) E: 1294694.33 E; 129472474 FL: 77.45 FL; 7764 N: 116870.67 3" CURB DRAIN N: 116869.34 N: 116870.40 E: 1294694.94 N: 116872.23 E: 1294668.01 E: 1294689.44 FL: 77.45 N: 116871.99 E: 1294727.20 FL: 77.21 FL 77.40 3" CURB DRAIN N: 116871.23 E: 1294722:20 F-- --"1 FL: 77.65 ---------_- -T E: 1294706.18 FL: 77.63 I I (MATCH EXIST.) N: 294663.93 _________ ---- - I FL. 77.55 E: 129 - 77-18---------------- (MATCH EXIST.) (MATCH EXIST.) FL: 77.18 r-- -- LEGEND (MATCH EXIST.) I FL 0.99 FL 0.9% FL 0.9i 9.69, II ' NEW CONCRETE SIDEWALK N: 294686.22 n N: 116865 13 6% E: 129468622 ,� N9° E 1294694.59 r--a -� 2-FOOT WIDE FULL DEPTH (4" MINIMUM), N: 116863.72 N: 116864.04 7792 p' �� 78.02 II COMMERCIAL HMA TO MATCH EXISTING N: 294659.20 ee E: 1294671.11 ° 4 ----� PAVEMENT THICKNESS E 1294659.22 E. 1294677.77 ° ° 77.77 �R.$ 77.80 1 2 ° a< I° a ° a 77.96 ° p a ° (MATCH EXIST.) 38% % 08% S ° ° a ° m4 ° 4 4 ° 44 48 ll. 4 ..m° 4 ° P ° a N: 116859.05 a° : . a BOW: 77.88 a `° a 4 A, D 47° 0 6% 4 IN PVC IE=77.80 N: 111585905N: 116858.73 o N: 116859.. E 1294659.39 E: 1294664.42 0.99, E: BOW' 78.11 BOW: 77.85 / N: 116855.49 BOW:: 77.97.9643 8 N: 116856.05 (MATCH EXIST.) E: 1294670.02 / E: 1294682.9.90 77.78 77.89 (MATCH EXIST.) o (MATCH EXIST.) PLAN 3 /\ AS -BUILT SCALE: 1" = 5' CE101 O BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 No. Date: Revision: Completed By: PROJECT NO. BY: DATE: REVIEWED BY 2024 CDBG SIDEWALK PROJECTS MS2403 Designed LC 03/25/24 PROJECT MANAGER: Reviewed LK 01/21/24 .t�°„': ;, crrroF . f,* * 5TH ST NE FROM N DIVISION ST TO AUBURN AVE NE CONTRACT NO. ML 03/2 Approved 5/24 SCALE: 3m Signature "" Date DRIVEWAY DETAILS 2WI 26 DRAWING N0. GCH ULL CR101 ATFusm 9aW]�".��,, WASHINGTON Lauren Kirk, P.E. (IF NOT, SCALE ACCORDINGLY) 09/W2M SHEET 5 File: mszaoscR owc OF 5