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HomeMy WebLinkAboutCP2010 - AS BUILT PLANSCITY OFFICIALS Nancy Backus Mayor Ingrid Gaub, P.E. Public Works Director Jacob Sweeting, P.E. City Engineer Jai Carter, P.E. Project Manager CFFY OF WASHINGTON PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington KING & PIERCE COUNTIES, WASHINGTON 2021 SANITARY SEWER R&R PROJECT PROJECT NO. CP2010 CONTRACT NO. 21-18 �iIRFV'!!©■ CEO VICINITY MAP NOT TO SCALE N DRAWING INDEX SHEET DRAWING SITE # DESCRIPTION 1 GT101 Cover Sheet 2 GT102 General Information 3 CE101 SITE 112 & 3 Site Preparation and TESC Plan 4 CE102 SITE 4 & 9 Site Preparation and TESC Plan 5 CE103 SITE 12 & 14 Site Preparation and TESC Plan 6 CE104 SITE 15 & 18 Site Preparation and TESC Plan 7 SS101 SITE 1 Sewer Utility Plans and Profile 8 SS102 SITE 2 & 3 Sewer Utility Plans and Profile 9 SS103 SITE 4 & 5 Sewer Utility Plans and Profile 10 SS104 SITE 71819 &10 Sewer Utility Plans and Profile 11 SS105 SITE 11 &14 Sewer Utility Plans and Profile 12 SS106 SITE 12 Sewer Utility Plans and Profile 13 SS107 SITE 15 Sewer Utility Plans and Profile 14 SS108 SITE 16,17,18 & 19 Sewer Utility Plans and Profile 15 CS101 SITE 152 & 3 Site Restoration 16 CS102 SITE 4 & 9 Site Restoration 17 CS103 SITE 12 & 14 Site Restoration 18 CS104 SITE 15 & 18 Site Restoration e�*L. �Cft sz 05/13/2021 WATER SYMBOLS SIGNALIZATION SYMBOLS ABBREVIATIONS LINETYPES SYMBOL SYMBOL EXISTING PROPOSED SURFACE FEATURES: EXIST. PROP. DESCRIPTION EXIST. PROP. DESCRIPTION AC ASPHALT CONCRETE MON MONUMENT CURB/PAVEMENT/SIDEWALK ACP ASPHALT CONCRETE PAVEMENT MPC MIDPOINT OF CURVE \\\ \\\ \\\ \\\ \\\ EDGE ASPHALT PAVEMENT 83 B WATER METER D B m 0 0 e JUNCTION BOXES (TYPE 1, 2, 8) AP ANGLE POINT NA NOT APPLICABLE -6- FIRE HYDRANT 3—NOZZLE ® SIGNAL CONTROLLER APPROX APPROXIMATE NAD NORTH AMERICAN DATUM BUILDING LINE b" Y FIRE HYDRANT 2-NOZZLE 0-3Y 4-�-( STREET LIGHT ASSEMBLY ASPH ASPHALT NAVD NORTH AMERICAN VERTICAL DATUM ... CREEK / DITCH CENTERLINE ASST ASSISTANT NO. NUMBER or NORTH FENCE ® SPRINKLER VALVE BOX ® TRAFFIC SIGNAL POLE ASSY ASSEMBLY NST NO STEEPER THAN ® N GATE VALVE GEN. TRAFFIC SIGNAL POLE AVE AVENUE NTS NOT TO SCALE VEGETATION LINE W/ LUMINAIRE BC BEGINNING OF CURVATURE NW NORTHWEST BOT BOTTOM P POWER BOW BACK OF WALK PC POINT OF CURVATURE SURVEY: BTWN BETWEEN P.E. PROFESSIONAL ENGINEER SANITARY/STORM SEWER SYMBOLS CB CATCH BASIN PED PEDESTRIAN CENTERLINE CDF CONTROLLED DENSITY FILL P.I. POINT OF INTERSECTION SYMBOL CHANNELIZATION SYMBOLS CEM. CONC. CEMENT CONCRETE PNT POINT ROW/PRESCRIPTIVE RIGHTS EXIST. PROP. DESCRIPTION CL, Cb CA. CLASS, CENTERLINE POC POINT ON CURB SYMBOL CG CURB & GUTTER FPS PEDESTRIAN PUSH BUTTON UTILITIES: 8 SANITARY SEWER CLEAN OUT CO CLEANOUT PROP PROPOSED EXIST. PROP. DESCRIPTION — — —SS— — — — X" SS SANITARY SEWER s SANITARY SEWER MANHOLE CoA CITY OF ABURN PRV PRESSURE REDUCING VALVE STATION O — — —SD — — — — STORM DRAINAGE (As Labeled in the Plans) � STOP BAR CONST CONSTRUCT, CONSTRUCTION PS PUMP STATION ❑ STORM DRAIN CATCH BASIN CONT CONTINUED/CONTINUOUS PSE PUGET SOUND ENERGY — —FM— — — — SANITARY SEWER (FORCEMAIN) CROSSWALK TANGENT ® STORM DRAIN MANHOLE IIIIIIII CSBC CRUSHED SURFACING BASE COURSE PVC POLYVINYL CHLORIDE or W WATER (As Labeled in the Plans) CSTC CRUSHED SURFACING TOP COURSE POINT OF VERTICAL CURVATURE _ _ —G — _ = GAS 8 STORM DRAIN CLEAN OUT LEFT TURN ARROW CTL BASELINE CONTROL POINT, CONTROL PM POINT OF VERTICAL INTERSECTION —BP— — POWER (BURIED) DBW DOUBLE BROKEN WHITE R RADIUS —BT— TELEPHONE (BURIED) RIGHT TURN ARROW DET DETAIL, DETECTOR/DETECTION LOOPS RJ RESTRAINED JOINT DIA DIAMETER RD ROAD LEFT -STRAIGHT ARROW DR DRIVE REF REFERENCE PROJECT NOTES: Y DSW DOUBLE SOLID WHITE RPM RAISED PAVEMENT MARKER IMh� ONLY DSY DOUBLE SOLID YELLOW RT RIGHT 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN's GAS/POWER/TELEPHONE SYMBOLS DWG DRAWING R/W, ROW RIGHT OF WAY REQUIREMENTS AND SPECIFICATIONS. pgpp E EAST, or DISTANCE BETWEEN S, so. SOUTH lallp STOP PA & VERTICAL CURVE D, SO STORM DRAIN 2, STANDARD PLANS SHALL BE THE LATEST EDITION AND SPECIFICATIONS SHALL BE 2021 SYMBOL EA EACH S.B. SURFACE BRASS WSDOT/APWA AS MODIFIED BY THE CITY OF AUBURN, INCLUDING AUBURN's STANDARD EXIST. PROP. DESCRIPTION o LANE MARKERS TYPE I EC END OF CURVATURE SDMH STORM DRAIN MANHOLE DETAILS. A COPY OF THESE APPROVED PLANS AND APPLICABLE DETAILS SHALL BE ON m GAS VALVE D LANE MARKERS TYPE II EL, ELEV ELEVATION SE SOUTHEAST SITE DURING CONSTRUCTION. © POWER VAULT ENGR. ENGINEER SEC SECTION o UTILITY POLE EDP END OF PROJECT, EDGE OF PAVEMENT SQ SQUARE 3. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL EX, EXIST EXISTING SMH SANITARY SEWER MANHOLE (811) FOR UTILITY LOCATIONS. UTILITY POLE ANCHOR FH FIRE HYDRANT SMIC MONUMENT (IN CASE) M TELEPHONE VAULT FL FLOW LINE/CURB GUTTER PAN, FLANGE SMON MONUMENT (SURFACE) 4. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL ON- 0 TELEPHONE MANHOLE FO FIBER OPTIC SS/f S SANITARY SEWER/SIZE IN INCHES SITE STORM WATER RUNOFF BY USING TEMPORARY OR PERMANENT DRAINAGE EROSION/ FOC FACE OF CURB SSCO SANITARY SEWER CLEAN OUT SILTATION CONTROL PROCEDURES. FT FEET/FOOT SSMH SANITARY SEWER MANHOLE G GAS LINE SSW SINGLE SOLID WHITE 5. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE, IT SHALL BE THE CONTRACTOR'S SURVEY SYMBOLS GIS GEOGRAPHICAL INFORMATION SYSTEMS SSY SINGLE SOLID YELLOW RESPONSIBILITY TO DETERMINE THE TRUE DEPTHS AND LOCATIONS OF ALL UNDERGROUND GV GAS VALVE ST STREET UTILITIES. SYMBOL HMA HOT MIX ASPHALT STA STATION SURFACE FEATURES/LANDSCAPING EXIST. PROP. DESCRIPTION HOR HORIZONTAL STD STANDARD HP HIGH POINT S/W SIDEWALK PROJECT BENCHMARKS SYMBOL BENCH MARK HT HEIGHT SV SURVEY EXIST. PROP. DESCRIPTION HWY. HIGHWAY SW SOUTHWEST HorlmnSal Datum: MAD 83.91 (Washington North Zone) ® MONUMENT (IN CASE) IE INVERT ELEVATION SY SQUARE YARD Vertical: NAND as MAIL BOX MONUMENT (SURFACE) IN INCH/INCHES TOC TOP OF CURB SHRUB INT INTERSECTION TSPL TRAFFIC SIGNAL POLE W/ LUMINAIRE CCCQ ROCKERY o0a,u CONSTRUCTION BASELINE JB, J-BOX JUNCTION BOX TYR TYPICAL n i SIGN CONTROL POINT L LENGTH OF ARC U/G UNDERGROUND rzeaos-eom ONNO-0•90 KING COUNTY PARCEL NUMBER LB(S) POUND, POUNDS UP UTILITY POLE SPEED BUMPS/CUSHIONS ' () 0 o �UPA UTILITY POLE ANCHOR (10 Digit Number) LF LINEAL FOOT/FEET TREE (CONIFER) O UTILITY VEH o PROPERTY CORNER LOC LOCATION VEH VEHICLE TREE (DECIDUOUS) LP LOW POINT W WEST, WATER, WATER SERVICE WOOD/METAL FENCE LT LEFT WA WASHINGTON CHAINLINK FENCE MUM ME MAILBOX W/ W1TH r---� MH MANHOLE WSDOT WASHINGTON STATE DEPARTMENT EXISTING BUILDING MIC MONUMENT IN CASE OF TRANSPORTATION L- fJ MIN MINIMUM WV WATER VALVE STREET WATER TRAFFIC SEWER SIGN WIRE CONSTRUCTION NOTES gg gg gg 99 99 DETAIL CALL OUT DETAIL NUMBER AA REF. DRAWING SHEET NUMBER— 99 BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 No. Date Revision PROJECT NO. BY: DATE: REVIEWED 2021 SANITARY SEWER REPAIR Designed LC 01/1521 ygg PROJECT MANAGER: DATE: CP201 O Reviewed I JC 03/21121 w*w ,, * AND REPLACEMENT CONTRACT NO. Approved I ML 05/0721 .�`CIIYOF f * 5/1321 21-18 SCALE: GENERAL NOTES SYMBOLS AND ABBREVIATIONS Signature DRAWING N0. ONE INCH ��•T� AT FULL SCALE 7�4 mac, WASHINGTON GT102 (IF NOT, SCALE ACCORDINGLY) 05/132021 Jai Carter, Projed Manager SHEET 2 File: CNOIoGT.DWG OF 18 !3y S -- l i w I i I I I wELI ZN I I cf) J LEIU N: 123192.91 p E: 129553' 87 N I J 2526 E ST NE 2595 AUBURN WAY N `-' N. 123189.9E E: 1295538. d 2595 AUBURN WAY N 10 B SY 2 9 17 SY 9 12 SY N: 123186.69 N: 12 188.63 - LF _ G 9 57 SY 5' UND11' EASEMENT 10 5 SY 6 6 LF 2 To 5' 9 118 SY E: 1295898,05 UTILITY EASEMENT 3 B 12 5904.07 ----- --- _ ... 10 O-I� O+HQ-SIR �-__-- . IN: IVV � ;75 123180.6919 2 15 LF E: 1295898.00 N: 123178.63 NI123182.01 10 17 I - E' 1295903.98 E: i1295532.7724i6 E sr NE 242E AUBURN WAY N MI 123183.9E SY 2416 E ST NE 1 N EAd P295538+79 i SITE-1 PLAN N 20 10 0 20 40 1 I I 1 I I N I j SCALE IN FEET CONSTRUCTION NOTES: O REMOVE EXISTING CURB AND GUTTER. O REMOVE EXISTING SEWER MANHOLE. O REMOVE EXISTING SEWER CLEANOUT. O5 REMOVE SIDEWALK AT NEAREST JOINTS OR AS DIRECTED BY THE ENGINEER. © REMOVE EXISTING FENCE. PROTECT AND STORE FOR RE -INSTALLATION O FULL DEPTH PAVEMENT REMOVAL. 10 REMOVE EXISTING LANDSCAPING. 12 REMOVE MONUMENT. 13 PRESERVE EXISTING MONUMENT DURING CONSTRUCTION. IF ENGINEER DETERMINES MONUMENT HAS BEEN COMPROMISED INSTALL NEW MONUMENT PER CITY OF AUBURN STANDARD DETAIL T-46.1. CONTRACTOR SHALL BE RESPONSIBLE FOR NEW MONUMENT. 19 REMOVE CONCRETE CURB. 22 REMOVE EXISTING CATCH BASIN. 31 CONTRACTOR SHALL COORDINATE POLE HOLD WITH PUGEr SOUND ENERGY. u N: 122984.71/ 2418 N ST NE E: 1298450.76 / \ 421 N ST NE P AUBURN, 98002 AUBURN, 98002 \ N: 123 E: 1298457.8457.13 yy A 3 / \ a \ 13 q COA MON 510-028 '� / / LEGEND: �� N: 122972.16 98452.9 / / - - - SAWCUT LINE/FULL DEPTH SAWCUT N: 298449.13 12 95 E�1298452.91/ / / E: 1298449.03 1702 AUBURN WAY NORTH - ut COA MON 510-026 3 / / / N: 121530.91 1 MR FULL DEPTH PAVEMENT REMOVAL 148 SY 9 /Y � / / � N: 12144�09 � E: 1296674.35 m E: 12966" 53 10 10 SY / N: 122955.97 y 1 CONCRETE FLAT WORK REMOVAL 2413 N ST NE 3 / E: 1298483.54 n / S - - - - - - - - 1 _Ss - AUBURN. 98002 BP O/ DIRT CRUSHED ROCK LANDSCAPE WORK / _ - S 2414 N 5f NE REMOVAL - - - REM AUBURN, 98002 _ - - - ® CATCH BASIN INLET PROTECTION, / 1 I 1 86. LF 9 18 SY N: 121531.64 PER CITY OF AUBURN STANDARD N: 122951.72 p- - 5 SY DETAIL E-03.2. E: 1296683.42 / E: 1298480.84 E: 1296688.06 f6 r N - REMOVE EXISTING CURB AND GUTTER N: 122968.21 / CJ E: 1298451.11 2410NSTNE WLd I ST NE / SS RN 98002 z LEI (MINOR ARTERIAL) ZZ I 50Do _ / 1044 18TH ST NE 0 12 q I " I a /� SITE-2 PLAN 0 1802 ^I" ST NE MON 510-027 / y 20 10 0 20 40 N: 122808.93 E: 1298367.15 3 W SCALE IN FEET SITE-3 PLAN N E: 1298 /\ \ \ 20 10 0 20 40 SCALE IN FEET N: 122803.57 \ \ BURIED UTILITIES IN AREA o y E: 1298375.50 \ \ PLEASE CALL BEFORE YOU DIG 811 No. Date Revision PROJECT NO. BY: DATE: REVIEWED BY 2021 SANITARY SEWER REPAIR Designed LC 01/15/21 PROJECT MANAGER: DATE: CPZOIO Reviewed JC 03/21/21 *05/13/20 * AND REPLACEMENTApproved ML 05/07/21 CITY OF * CONTRACT N0. 94�sn3n1 21-18 sGALE: Signature SITE PREPARATION AND TESC PLANDRAVANG NO. ONE INCHSITE 1, 2 & 3CE101 AT Ru�is� WASHINGTON Jai Carter, Pro ect Mana er(IF NOT, SCALE ACCORDINGLY)21 I 9 SHEET 3 F118:CR 10m E.DWG OF 1$ 1516 HARVEY RD NE 5 LF 1- I cv N. 1u20291U5 ___ - E: 1296274.97 N: 120285.05 731 15TH STREET NE 801 15TH STREET NE N: 120313.44 N: 120310.68 E: 1296332.68 E: 1296440.58 N: 120313.2 6 5 LF E: 1296337. 9 10 4 SY N: 120311.20 N: 120310.55 E: 1296417.53 In E: 1296445.59 5 3 SY N: 120311.53 10 6 SY 10 6 S® - - E: 12 12.53 1 5 LF 1 - 5. LF 1 -_-_(q_-_-_IY_-_ �.. _W -_- -- _ _ W 5' TYP. --W----'A�r------ W- 1 __BT_ BT____ - - - MHO � -dHO-- =d - - =65.70 1430 HARVEY RD NE (E) N: 120254.19 E: 1296353.60 ____SD____ _�__SD____ 15TH S NE SY LOCAL STREET) s LF 1 Cl .__ BT_____BT_____ BT_____ BT___ ELT - __9L 5 3SY -- SY N: 120251.36 E: 1296464.11 10 5 SY N: 120251.24 w N: 120250.09- E: 129646927 E: 1296517.45 N: 120249.97 E: 1296522,61 102 W MAIN ST I I 6 LF 1 N: 115122.96 N: 2 1151�.8E: 129363283 12 S 129364.33 N11512501 _ E: 1293654.33 I m5 5 I 'IN N: 115115.01 36 W MAIN ST --SS I. E: 1293654.31 r� J Q N: 115116.95 : 11 117.02 W L E: 1293632.83 E: 12 3648.32 Z 1- Q (~/) I Q O a Z 22 "A" ST SW � � I SITE-9 PLAN 20 10 0 20 40 N SCALE IN FEET 811 15TH STREET NE N: • •. • E: 1296558.64 120307.68 • • . • • 1296618.97 . I6 Sy %.��/ ®/�/.��fG.������ /ENO//.Oa�6�:v% ��/i�/g..��ir/A/s•.i�ir_iiri O /L�v, /LI..Gf//�/ 2.32 Sri.�iairiv�iruiia�oviiui�aiu/.�: O • ,�6 O :• -OH N: 120271.9i E: 296738.0� 9 4 SY -N: 20248.53 E: 1296573.51 820 15TH ST NE SITE-4 PLAN 20 10 0 20 400 SCALE IN FEET i eimmis - - - SAWCUT LINE/FULL DEPTH SAWCUT FULL DEPTH PAVEMENT REMOVAL CONCRETE FLAT WORK REMOVAL DIRT/CRUSHED ROCK/LANDSCAPE WORK REMOVAL ® CLEARING AND GRUBBING ® CATCH BASIN INLET PROTECTION, PER CITY OF AUBURN STANDARD DETAIL E-03.2. REMOVE EXISTING CURB AND GUTTER REMOVE EXISTING FENCE SSMH #609-69 RIM=68.66 8" CONIC (N,S,W) CTR OF CHANNEL=63.86 FLOW SOUTH DIRECTION 120274.64 1296745.82 CONSTRUCTION NOTES: 1O REMOVE EXISTING CURB AND GUTTER. O REMOVE SIDEWALK AT NEAREST JOINTS OR AS DIRECTED BY THE ENGINEER. ©REMOVE EXISTING FENCE. PROTECT AND STORE FOR RE -INSTALLATION O FULL DEPTH PAVEMENT REMOVAL. 1O REMOVE EXISTING LANDSCAPING. 12 REMOVE MONUMENT. 21 CLEARING AND GRUBBING. 31 CONTRACTOR SHALL COORDINATE POLE HOLD WITH PUGET SOUND ENERGY. BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 No. Date Revision PROJECT NO. BY: DATE: PROJECT ECTMA 2021 SANITARY SEWER REPAIR Designed LC 01/15/21*05�13120 PROJECT MANAGER: DATE: CPZOIO Reviewed JC oa/21/21* AND REPLACEMENTApproved ML 05/07/21 CIOFCONTRACT N0. 5/13/21 21-18 SCALE: SITE PREPARATION AND TESC PLAN DRAxtNG NO. O-UELIT SITE 4 & 9CE102 ATAT Fu�is� WASHINGTON Jai Carter, Pro ect Mana eT(IF NOT. SCALE ACCORDINGLY)21 1 9 SHEET 4 File: OM10. E.DWG OF 18 C9 :0 n0 coin I -Z z0 �Z 402 A ST SW o 316 A ST SW F z NIO SITE ADDRESS OQ I NO SITE ADDRESS n \ N O TI 0 m 1 \ of u 2 7 06 87 LF N: 114247:06 N: 113954.28 NN m 1 a 1 0 E: 1293791.T�. E: 1293787.56 N: 113960.27 9 198 SY 1 _ o N: 114241.95 E: 1293788.65 --,^ w E: 129379 .69 IN: 113954.17 _ E: 1293795.56� NEW r - - _--}- —B --- -_--- T— N: 113960.18 E: 1293794.65 I N: 1 14247.85 (f N: 114241.86 1 E: 1293799.77 1 1 E: 1293798.69 1 N: 11411 .45 0 �i LLJ 0 0 E: 12938 1'02 rn0 Of m D N: 114120.45 H- N oz NO SITE ADDRESS NO SITE ADDRESS E: 1293801.10 (n J x A 0 SITE ADDRE S 307 S DIVISION ST 1 p Q � U M O a I N � o SITE-12 PLAN 20 10 0 20 40 IlRill SCALE IN FEET I W 112335.55 E: 1295610.91 I 920 E ST SE 112337.59 E: 1295604.'92 1 N: 112334.36 10 47 SY n 6 134 LF E 21 621SY 1295796.00 5 2.6 SY UTILTTIES EASEMENT 14 tJ N 3 F- 0 1 6 LF — — — — — — — '^ — b N: 112328.36 J 6 6 E: 1295795.96 W U I 10 LF iiI 10 LF O 9 16 ® IN: 112329.55 E: 1295610.87 930 E ST SE 505 10TH ST SE 515 10TH ST SE IN: 11232709 E: 1295604.85 SITE-14 PLAN N 20 10 0 20 40 SCALE IN FEET CONSTRUCTION NOTES: O REMOVE EXISTING CURB AND GUTTER. O3 REMOVE EXISTING SEWER CLEAN OUT. O$ REMOVE SIDEWALK AT NEAREST JOINTS OR AS DIRECTED BY THE ENGINEER. ©REMOVE EXISTING FENCE. PROTECT AND STORE FOR RE —INSTALLATION O7 REMOVE EXISTING TREE AND GRIND STUMP. O FULL DEPTH PAVEMENT REMOVAL 10 REMOVE EXISTING LANSCAPING 14 PROTECT PROPERTY CORNER IN PLACE. (10 IRON PIPE, REBAR & CAP) 21 CLEARING AND GRUBBING. LEGEND: SAWCUT LINE/FULL DEPTH SAWCUr FULL DEPTH PAVEMENT REMOVAL CONCRETE FLAT WORK REMOVAL DIRT/CRUSHED ROCK/LANDSCAPE WORK REMOVAL ® CLEARING AND GRUBBING ® CATCH BASIN INLET PROTECTION, PER CITY OF AUBURN STANDARD DETAIL E-03.2. REMOVE EXISTING CURB AND GUTTER EXISTING FENCE REMOVAL BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 No. Date Revision PROJECT NO. BY: DATE: REVIEWED BY 2021 SANITARY SEWER REPAIR Designed LC 01/15/21*05/13120 PROJECT MANAGER: DATE: CPZOIO Reviewed JC 03/21/21 * AND REPLACEMENTApproved ML 05/07/21 CITY OF * CONTRACT N0. 5/13l21 21-18 SCALE: SITE PREPARATION AND TESL PLAN DRAxtNG No. ONE INCHAT Fu�is� WASHINGTON Jai Carter, Pro ect Mana er SITE 12 & 14CE103 (IF NOT, SCALE ACCORDINGLY)21 1 9 SHEET 5 File: 01 P 10- E.DWG I I I I IOF 18 3 0 I I 202 12TH ST SE 206 12TH ST SE 214 12TH ST SE 218 12TH ST SE 222 12TH ST SE I I / I N Nn LJ � 2 N: 1� 406.54 / E: 1�94715.59 HN U1 J N: 111408.60 Q E: 129#M9 ✓9-- DO U O J I N: 111398.60 N: 111400.54 j E 1294709.49 E: 1294715.51 I 201 13TH ST SE 205 13TH ST SE 209 13TH ST SE 213 13TH ST SE 226 12TH ST SE I I I I I 1 1 N I221 13TH ST SE SITE-15 PLAN 20 10 0 20 40 N SCALE IN FEET I u� 308 SY 1 1 I I I� I I 229 1 TH ST SE y 234 12TH ST SE 242 12TH ST SE 246 12TH ST SE in 1114.5 U+ EN: 129515702.943� 1 I I I I I \ N: 111396s4- N N E11295157.88 I 1 237 13TH ST SE 249 13TH ST SE / P / \ f fffjjj / \OR \ < N: 109422.60 E: 1302416.82 N: 10942T98 7 263817TH DR SE / E: 1302401.80 ✓•,c`, / \ / 10 41 SY \ N: 109423.49 / \ ' N: 109395.89 / E: 1302398.02 7 9 .I r. q in9di7 -sn / N: 109390.27 \ E: 1302432,64 \ �.}�`•�\ - — — — — — — — o — I w LJ Ld Of n t- n � J I U U O J J-N: 111404.48 E 1295163.95 I N: 111394.48 E: 1295163.86 CONSTRUCTION NOTES: O REMOVE AND REPLACE EXISTING SEWER MANHOLE. O7 REMOVE EXISTING TREE AND GRIND STUMP. 10 REMOVE EXISTING GRAVEL/LANDSCAPING. 1111xe1:101% — SAWCUT LINE/FULL DEPTH SAWCUT DIRT/CRUSHED ROCK/LANDSCAPE WORK REMOVAL ® CATCH BASIN INLET PROTECTION PER CITY OF AUBURN STANDARD DETAIL E-03.2. SITE-18 PLAN %� I V I 20 10 0 20 40 BURIED UTILITIES IN AREA SCALE IN FEET PLEASE CALL BEFORE YOU DIG 811 No. Date Revision PROJECT NO. BY: DATE: REVIEWEDBY2021 SANITARY SEWER REPAIR Designed LC 01/15/21*05�13120 PROJECT MANAGER: DATE: CPZOIO Reviewed JC 03/21/21 * * AND REPLACEMENT Approved ML 05/07/21 CITY OF * CONTRACT N0. sns21 21-18 SCALE: signawre SITE PREPARATION AND TESC PLAN DRAVANG No. O-UELIT SITE 15 & 18 CE104 TT Fu�is� WASHINGTON Jai Carter,Pro ect Mana er(IF NOT. SCALE ACCORDINGLY)21 ) 9 SHEET 6 File: 0P 10. E.DWG OF 18 SSMH #509-003 OS ,ZL : m RIM=55.59 8" CONC NORTH IE=53.08 O CTR OF CHANNEL I 3 I II 8" CONIC SOUTH IE=53.08 O CTR OF CHANNEL FLOW DIRECTION=SOUTH SSMH #509-004 SSMH #11188 3 RIM=55.65 RIM=59.94 s I 8" CONIC NORTH IE=52.85 IE 8" CONC (W)=55.39 z B" CONC SOUTH IE=52.85 IE 8" GONG (E)=55.42 i 6" CON EAST IE=52.96 D FLOW D RECTION=SOUTH 2528 E Sr NE 2595 AUBURN WAY N 3 M 3 I 31 2595 AUBURN WAY N 7 N 123183.53 —_-- - — G 5' UnI-W EASEMENT 5' UTILITY EASEMENT 7 E 1295915.78 - =tlPT —� = o 5 --_-W-----W-----W----'W-----W'--- -- --BP 8 — — — -t2+ E 1295504.74 10.0 -_--G �-- I — _ — — — — — — —- 5 3 SO\ g11551 5 a 12+57.44, 0.00' W � I RIM= RIM=55.39 � 13+96.31, 0.31' RT 9 W D_ � 8" PVC SE IE=52.34 2416 E Sr NE 2425 AUBURN WAY N 0 ��� 2416 EST NE m UI U) �SO� "p A I� W O j 1 10+48.88, 3.79' RT DSO\ o M 0 a I z x s 10+31.07, 1.91' RT �SC� n SITE=1 PLAN 20 10 0 20 40 SCALE IN FEET 9 0 8 70UU 65 LL 65 60 60 55 55VC =RM 50 50 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 14+00 14+11 w _3 3 in .�.w.�� o Imn i0�NNN Qlb �U g O� OU n N ryM N N p •D I(]^N Z QNZ72 Zl~/1 ZN O'^j ZU) J _ 3 W E ISTING GRAD AT � OF EW 2 '"? o 0 � � attwww _o Nz 2 SANITARY SE R PIPE ��ww �w _ _ w _ ti k utz K_ iq NZ w RY SEWER IPE O 1.0% 1? 34 LF e" DI M. DI SANI - WER PIP O 1.OX � 7 Wti tiW0 UNLESS NOTED OTHERWISE, THE DEPTHS SHOWN FOR EXISTING UTILITY CROSSINGS ARE APPROXIMATE. 5 SITE-1 SEWER PROFILE SCALE: 1 "= 20' CONSTRUCTION NOTES: Sewer OCONNECT NEW SANITARY SEWER PIPE TO EXISTING SSMH. CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING PIPE AT CONNECTION POINT. RECHANNEL MANHOLE TO RECEIVE NEW SEWER CONNECTION. OINSTALL SIDE SEWER AND CONNECT NEW SEWER PIPE TO EXISTING SIDE SEWER. OINSTALL NEW SANITARY SEWER PIPE. LENGTH, SIZE, AND TYPE OF PIPE MATERIAL AS SPECIFIED. O INSTALL MANHOLE 48 IN. DIAM AS SPECIFIED ON PROFILE. OINSTALL NEW SANITARY SEWER CLEANOUTS TO GRADE PER COA DETAIL S-03.2. Storm 1� INSTALL CATCH BASIN TYPE 1 PER WSDOT STANDARD PLAN B-5.20-02. CONNECT EXISTING STORM PIPE TO NEW CATCH BASIN. STREET AND DEMOLITION 31 CONTRACTOR SHALL COORDINATE POLE HOLD WITH PUGET SOUND ENERGY. BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 No. Date Revision PROJECT NO. BY: DATE: REVIEWEDBY2021 SANITARY SEWER REPAIR Designed LC 01/15/21*05�13120 PROJECT MANAGER: DATE: CP2O1O Reviewed JC 03/21/21 * AND REPLACEMENTApproved ML 05/07/21 CIOFCONTRACT N0. 21-18 snsnl SEWER UTLITY PLANS AND PROFILESCALE: "DRANING N0. ONE INCH SITE 1 AT FULLS Jai Carter, Pro ect Mana er SS101 (IF NOT. SCALE ACCORDINGLY)21 9 SHEET 7 File: OPMI1 S5_1-10.DWc OF 18 2417-2421 N ST NE AUBURN, 98002 COA MON 510-028 a COA MON 510-026 2413 N ST NE AUBURN, 98002 Z� 2409 N ST NE AUBURN, 98002 COA MON 510-027 / / m2418 N ST NE AUBURN, —P \ AUBURN, 980000 2 I \ 1 �..,�..�..... \ 8.. PVC (S) 6" PVC (E)(W) IE ® CTR CHANNEL=57.44 FLOW DIRECTION SOUTH 9 �i- yl ss LF DI Z?x 5 ®V07% � S � N 1 4.92 / � F9298480:k' N 122952.15 a Z E 1298484.31 9 x`3 SSCO #1072 / 5 RIM=60.51 IE ® ELBOW=57.70 2414 N ST NE / AUBURN, 98002 s / ss / / 2410 N ST NE Sr AUBURN , 98002 SITE=2 PLAN SDCB #510-G137 20 10 0 20 4 / RIM=60.28 53.05 SCALE IN FEET SSMH #3' S \ \ RIM=61.08 N 198366.22 Sy. / 8" PVC (N) IE=�6.88 \ \ E 12807.1 22 / 8 PVC (W)(S) \ \ N 807.17 1 IE ® CTR CHANNEL=56.08� \ E 1298 .27 / / FLOW DIRECTION SOUTH \ \ \ W 3 7s 75 70 70 6s 65 60 60 EX. 8" 55 55 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+33 9 1 1 � I pW x m W o I� n a O o pj n OW x , a< Y4 mow 3 ro 3 w=1 o 0 inF o�mo T�OF NE �� aa�� ANITARY SE � �v aaE IPE W W k m W a I v V 110 LF " DAM. PVC SDR-35 SA I ITARY SE PIPE ®0. 96 � 25 ITE-2 EWER PROFILE ' UNLESS NOTED OTHERWISE, THE DEPTHS SHOWN FOR SCALE: 1"= 0' EXISTING UTILITY CROSSINGS ARE APPROXIMATE. Designed LC 01/15/21*05 Revievred JC 03/21—Approved ML 05/07/21 CTOFSCALE:ONEINCHAT FU�L6� (IF NOT. SCALE ACCORDINGLY) 13I2021 File: Cr Io Ss_I-1D.DWD 8" CONC NORTH IE=58.64 ® CTR OF CHANNEL 8" CONIC SOUTH IE=58.64 ® CTR OF CHANNEL 6" PVC WEST IE=58.74 FLOW DIRECTION=NORTH I I I 1 1702 AUBURN WAY NORTH 3 5 -SS- _ - 65 P 11+17 I 5 I I _ T NE N (MINOR ARTERIAL) SITE=3 PLAN 20 10 0 20 40 SCALE IN FEET SCALE: 1"= 20' REVIEWED BY PROJECT By DATE: 4� 5/13/21 Signature Jai Carter, Project Manager CONSTRUCTION NOTES: Sewer iO CONNECT NEW SANITARY SEWER PIPE TO EXISTING SSMH. CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING PIPE AT CONNECTION POINT. RECHANNEL MANHOLE TO RECEIVE NEW SEWER CONNECTION. OCONNECT NEW 8" PVC TO EXISTING 8" CONCRETE SEWER WITH MECHANICAL COUPLINGS. CONTRACTOR TO VERIFY ELEVATION AND LOCATION OF EXISTING SEWER PRIOR TO MAKING THE CONNECTION. OINSTALL SIDE SEWER AND CONNECT NEW SEWER PIPE TO EXISTING SIDE SEWER. < INSTALL NEW SANITARY SEWER PIPE. LENGTH, SIZE, AND TYPE OF PIPE MATERIAL AS SPECIFIED. O INSTALL MANHOLE 48 IN. DIAM TYPE 3 PER WSDOT STANDARD PLAN B-15.60-02. O INSTALL NEW SANITARY SEWER CLEANOUTS TO GRADE PER COA DETAIL S-03.2. 25 20' CDF BACKFILL ON CENTER WITH WATERLINE. LEGEND: CDF BACKFILL BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 2021 SANITARY SEWER REPAIR PROJECT N0. CP2010 AND REPLACEMENT CONTRACT NO. SEWER UTLITY PLANS AND PROFILE 21-18 DRANING N0. SITE 2 & 3 SS102 SHEET 8 OF 18 75 70 65 m SITE-4 PLAN 20 10 0 20 40 SCALE IN FEET 22 2j 22 22 22 22 22 T LEGEND: SAWCUT LINE/FULL DEPTH SAWCUT FULL DEPTH PAVEMENT REMOVAL GRIND AND OVERLAY CDF BACKFILL 22 ^ pV� v WJ Z J N UUUM j Z F �J O J O Z QQ O H K J 0 J 0 Z Q, J 0 ZQw N N N vim. O,� bOrKN R'WM UN UUM UU W UUb 1�j� UO U�ip WK UU W W 0m (O O �N O 1�� NWT N W 06 ,DKN K N S N 5 �.KM O < R'N.RM O NN d.N 3N Ww - WW WW W WW WW =gam ,OM,O M Z Q ^ 5 U K N K N N r M O K N K M Q y ^ U w m + W N Z O = W< O+ �i+ w�i w+ N '�`+ U W M 0+ W -EXISTING h O Q moo Z .. ¢p?Ov ��WW Z 32¢ �j ¢ Z OZ� UZ NZN ZN NZM MZ AT ZOF W 22c>2 0 ygww w �_ z3 v�i z3 3rn-rC wr F¢ kF¢F SANITARY EWER k Z3m z3 z3�n 3�n W Z3 rn Z3 PIPE ---- ---- __ ---_— ----- I 1 5117 LF 8" DIA PVC SDR-35 I II I Y S NITARY SE R PIPE ®0.3 25 7 17 UNLESS NOTED OTHERWISE, THE DEPTHS SHOWN FOR EXISTING UTILITY CROSSINGS ARE APPROXIMATE. 1 1 1 1 1 T T5 TO 55 50 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 14+00 14+20 14+40 14+60 14+80 14+96 SSMH #610-099 RIM=68.98 8" PVC NORTH IE=64.08 ® CTR F CHANN / 8" PVC SOUTHWEST IE=64.08 p CTR OF ANNEL FLOW DIRECTION —NORTH 70 SY 8 11 10TH ST NEi // �� C2 /SY 9 a _ _;. 1006 "0" ST LIF .. f?:%i:'r' N 11 86.76 E 98429.8812 Q / / `SDCB #610—B2093 RIM=68.45 SSMH $610-0 12" PVC (NE) IE=64.20 RIM=68.86 12' PVC (SW) IE=64.15 8" PVC, NORTH IE=64.52 ® CTR OF CHANNEL FLOW SOUTHWE IE=64.52 ® CTR OF CHANNEL FLOW DIRECTION=N RTHEAST 1412 10TH ST NE 1414 10TH ST HE SITE=5 PLAN 20 10 0 20 40 SCALE IN FEET STREET AND DEMOLITION O GRIND AND OVERLAY. O FULL DEPTH PAVEMENT REMOVAL. CONSTRUCTION NOTES: Sewer OCONNECT NEW SANITARY SEWER PIPE TO EXISTING SSMH. CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING PIPE AT CONNECTION POINT. RECHANNEL MANHOLE TO RECEIVE NEW SEWER CONNECTION. O REMOVE EXISTING CONCRETE PIPE AND INSTALL NEW SANITARY SEWER PIPE. LENGTH, SIZE, AND TYPE OF PIPE MATERIAL AS SPECIFIED. 12 REPLACE 8" PVC PIPE SECTION TO REPAIR HOLE IN PVC PIPE. 22 CONNECT NEW SEWER SERVICE TO EXISTING SEWER SERVICE LINE. INSTALL NEW CLEANOUT COA DETAIL S-03.2 AND S-01.2. 25 20' CDF BACKFILL ON CENTER WITH WATERLINE. SITE=4 SEWER PROFILE SCALE: 1 "= 20' BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 No. Date Revision PROJECT NO. BY: DATE: REVIEWEDBY2021 SANITARY SEWER REPAIR Designed LC 01/15/21*05�13120 PROJECT MANAGER: DATE: CP2O1O Reviewed JC 03/21/21 * AND REPLACEMENTApproved ML 05/07/21 CIOF5113/21 CONTRACT N0. 21-18 SCALE: SEWER UTILITY PLANS AND PROFILE DRAxtNG No. O—UELIT SITE 4 & 5AT N L WASHINGTON Jai Carter, Pro ect Mana er SS103 (IF NOT. SCALE ACCORDINGLY)21 9 SHEET 9 File: CMMo ss_1-1p.DWC 1OF 18 R M=345.70 CONC (NW) IE=343.50 4" PVC (E) IE=344.00 I I I I I I I N Ui�3 M JoN_ 116 67.98 E 13405.12 II II 32516 112TH PSE 4 SY 9 --SS 16 "32519 112TH PL SE i5 ' -01 L12 40 SY 8 oUI wW LLLQ 3112TH PL SE 32525 112TH PL SE O O I I I I SITE=7 PLAN 20 10 0 20 40 SCALE IN FEET I 5 97 SY 5 SY 5 I 122 W MAIN ST 7 NEW 18 LF, 8" PVC 36 W MAIN 5T 102 W MAIN ST SDR-35 4 N O 115120.02 N 115139. E 1293662. 1 4 2© E 1293632.77 MI I SSMH #808-09 ---- -- -- I RIM=82.53 2 SY 10 12" PVC (N,S) - 8" PVC (E.W) 6 LF 1 CTR OF CHANNEL=77.13 1 N 115099.64 24 FLOW DIRECTION NORTH E 1293662.19 NEW 8" PVC (W) NO SITE ADDRESS 11 SY 9 Q O "A" U)Z1--O0 22 ST SW Z O U Z LO Ld vW Q O tr U — — ST ST SW I I I I 506 1ST ST SIN I I 102 "E' ST SW 1 6 LF CORD SHOTS TO ILLUSTRATE EX. ROAD COND 1 10 9 SY 6 LF 29 45 5 4 SY I N 114885.78 18 - I E 1292568.01 SSMH #808-017 I 108 "E' ST SW RIM=76.20 8" CONC NORTH IE=71.44 ® CTR OF CHANNEL 8" CONC SOUTH IE=71.44 ® CTR OF CHANNEL " FLOW DIRECTION=NORTH 3 10 4 SY 5 � LLJ 1 SYN ELI COA CONTROL PT/j140 (n ~ I I MAC NAIL of N J Q LLl O "E' I p 112 ST SW 117 "E' ST SW SITE=8 PLAN 20 10 0 20 40 SCALE IN FEET CONSTRUCTION NOTES: Sewer 1O CONNECT NEW SANITARY SEWER PIPE TO EXISTING SSMH. CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING PIPE AT CONNECTION POINT. RECHANNEL MANHOLE TO RECEIVE NEW SEWER CONNECTION. OREMOVE EXISTING CONCRETE PIPE AND INSTALL NEW SANITARY SEWER PIPE. LENGTH, SIZE, AND TYPE OF PIPE MATERIAL AS SPECIFIED. OCONNECT NEW 8" PVC TO EXISTING 8" PVC SEWER WITH MECHANICAL COUPLINGS. CONTRACTOR TO VERIFY ELEVATION AND LOCATION OF EXISTING SIDE SEWER PRIOR TO MAKING THE CONNECTION. O7 INSTALL NEW SANITARY SEWER PIPE. LENGTH, SIZE, AND TYPE OF PIPE MATERIAL AS SPECIFIED. 12 REPAIR EXISTING 10" CONCRETE SEWER PIPE AND INSTALL NEW TEE TO EXISTING SERVICE LINE. 23 16 LOCATE DEFECTS IN 6" SIDE SEWER, AND REPAIR. REMOVE EXISTING BRICK MANHOLE AND INSTALL MANHOLE 48 IN. DIAM TYPE 1 PER WSDOT STANDARD PLAN B-15.20-01. STREET AND DEMOLITION Oi REMOVE AND REPLACE EXISTING CURB AND GUTTER. O REMOVE AND REPLACE SIDEWALK AT NEAREST JOINTS OR AS DIRECTED BY THE ENGINEER. ® GRIND AND OVERLAY. O FULL DEPTH PAVEMENT REMOVAL 10 RESTORE LANDSCAPING AFTER SEWER MAIN INSTALLATION. 12 REMOVE AND REPLACE MONUMENT PER CITY OF AUBURN STANDARD DETAIL T-46.1. 13 PRESERVE EXISTING MONUMENT DURING CONSTRUCTION. IF ENGINEER DETERMINES MONUMENT HAS BEEN COMPROMISED INSTALL NEW MONUMENT PER CITY OF AUBURN STANDARD DETAIL T-46.1. CONTRACTOR SHALL BE RESPONSIBLE FOR NEW MONUMENT. 16 SAWCUT 6'x6' ASPHALT. 22 PAINTED CENTERLINE PER WSDOT STANDARD PLAN M-20.10-03. 24 PAINTED DOUBLE CENTERLINE PER WSDOT STANDARD PLAN M-20.10-03. 29 REMOVE AND REPLACE CONCRETE PANEL AT NEAREST JOINTS OR AS DIRECTED BY THE ENGINEER. LEGEND — — — SAWCUT LINE/FULL DEPTH SAWCUT FULL DEPTH PAVEMENT REMOVAL DIRT/LANDSCAPE WORK REMOVAL CONCRETE FLAT WORK REMOVAL GRIND AND OVERLAY REMOVE AND REPLACE CONCRETE PANEL REMOVE EXISTING CURB AND GUTTER SITE=9 PLAN SITE=10 PLAN 20 10 0 20 40 I" I 20 10 0 20 40 I`I, BURIED UTILITIES IN AREA SCALE IN FEET SCALE IN FEET PLEASE CALL BEFORE YOU DIG 811 No. Date Revision PROJECT NO. BY: DATE: PROJECT ECTMA 2021 SANITARY SEWER REPAIR Designed LC 01/15/21*05�13120 PROJECT MANAGER: DATE: CP2O1O Reviewed Jc Os/2v2, * AND REPLACEMENTApproved ML 05/07/21 CIOFCONTRACT N0. s/13n1 21-18 SCALE: SEWER UTILITY PLANS AND PROFILEONEINCHSDSS1 N0. AT FUAT FU�Ls� WASHINGTON SITE T 8, 9 &10 SS104 (IF NOT. SCALE ACCORDINGLY)21 dal Carter, Project Manager SHEET 10 File: Cr Io Ss1-10.DWG OF 18 231 "0" ST SE N: 114564.05� E: 1298810.41 SSMH 7 RIM=87.16 8" CONCC NORTH IE=78.06 ®CTR 0 8" CONC SOUTH IE=78.06 ® CTR 0 FLOW DIRECTION=NORTH 1401 3RD ST SE J 73 SY T 3 ®I I 11 556J9J 129 810.41 230 "0" ST SE —N: 114561.24 E: 1298829.68 E: 1298841.94 N: 114557.75 22 E: 1298836.42 � N: 114546.07 E: 1298841.94 i6 15 SY 4556.18 SITE-11 PLAN 20 10 0 20 40 SCALE IN FEET 3RD ST SE Connected side sewer from 1f01 3rd Street SE directly to MH SMH #909-010 RIM=97.18 k 112332.66 e" CONC EAST IE=90.91 0 CTR OF CHANNEL Et 1295604.27 I 112" CONC NORTH IE=90.91 ® CTR OF CHANNEL 920 E ST SE ^ DIRECTION =NORTH yrj �FLOW a W N: 112331.29 5 E: 1295799.68 V3 UTILITIES EASEMENT 5 5 0— — — V) UiO+ O o00 .. J+95 W k O 7 5 5 N: 112331.38 6 1 11233262 E: 1295793.98 E: 1295607.98 ® 930 E ST SE 50510TH ST SE 515,OTH ST SE SITE=14 PLAN 20 10 0 20 40 SCALE IN FEET 8 zw Li K a 3 oa W W U Ua H � Nd d e w W W N°-105 105 100 00 rd 95 95 90 90 LESS NOTED OTHERWISE, THE DEPTHS SHOWN FOR EXISTING UTILITY CROSSINGS ARE APPROXIMATE. 10+00 10+20 10+40 10+60 ,0+80 ,1+00 111 + 95 SITE-14 SEWER PROFILE SCALE: 1 "= 20' CONSTRUCTION NOTES: Sewer O CONNECT NEW SANITARY SEWER PIPE TO EXISTING SSMH. CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING PIPE AT CONNECTION POINT. CONNECT TO EXISTING MANHOLE. RECHANNEL MANHOLE TO RECEIVE NEW SEWER CONNECTION. O INSTALL NEW SIDE SEWER AND CONNECT NEW SEWER PIPE TO EXISTING SIDE SEWER. Oj INSTALL NEW SANITARY SEWER PIPE. LENGTH, SIZE, AND TYPE OF PIPE MATERIAL AS SPECIFIED. Og INSTALL MANHOLE 48 IN. DAM TYPE 3 PER WSDOT STANDARD PLAN B-15.60-02. 17 REMOVE EXISTING MAIN EXTENSION TO SOUTH OF MANHOLE AND SIDE SEWER EAST OF MANHOLE. CONNECT NEW SIDE SEWER TO MANHOLE 810-27 AND RE —CHANNEL MANHOLE. 22 CONNECT NEW SEWER SERVICE TO EXISTING SEWER SERVICE LINE. INSTALL NEW CLEANOUT. STREET AND DEMOLITION O REMOVE AND REPLACE EXISTING CURB AND GUTTER. ® GRIND AND OVERLAY. O9 FULL DEPTH PAVEMENT REMOVAL. 16 REPLACE ONE PANEL OF CONCRETE DRIVEWAY. LEGEND: SAWCUT LINE/FULL DEPTH SAWCUT FULL DEPTH PAVEMENT REMOVAL DIRT/LANDSCAPE WORK REMOVAL CONCRETE FLAT WORK REMOVAL GRIND AND OVERLAY REMOVE EXISTING CURB AND GUTTER BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 No. Date Revision BY: DATE: AkO511T2021 CITY OF —./ REVIEWED BY PROJECT MANAGER: DATE: 2021 SANITARY SEWER REPAIR AND REPLACEMENT SEWER UTILITY PLANS AND PROFILESCALE: SITE 11 & 14 PROJECT NO. CP2010 Designed LC 01/15/21 Reviewed JC 03/21/21 5/13/21 Signature Jai Carter, Project Manager CONTRACT NO. 21"18 Appmved ML 05/07/21 AT FULLSCWASHINGTON (IF NOT, SCALE ACCORDINGLY) DRAWNG NO. SS105 SHEET 11 OF 18 File: CK01"s_11-19.DWG s 6 / 0 3 `1 WM0 WAN 00 W AN nNF oom p2 pmW I OIIO v o_roOW h h� c1"m 0u'o mm 0�o I �z^�L A A 0bro :6 mW 0�0 CO) co "1?m 1 402 A ST SW 1 316 A ST SW mm 3 ru NIO SITE ADDRESS j mEm"gym Z v v1 N NO SITE ADDRESS o _ I \\ w II "m h Q o W m W �" m W N: 1142�4.90 � m W m m V O = N 0 W N i No m U N E: 1293795.73 II to W A W N 4J = IW/i 5 5 Q 5 N �s N N 0 N ro N 1 N: 113957.22 m ° .W E: 1293791.6010+00 -- -- — — ® 5 - I ® cn w SSMH #808-038 � °I 26 1 SSMH 808-065 r � RIM=85.60 RIM=85.05 � 8' CONC (N)=82.55 IE N 8' PVC (S,W) CTRI CHANNEL 81.55 I NEW 8" PVC (N) IE=82.55 6" PVC (E) IE=B2,O5 0 NO SITE ADDRESS NO SITE ADDRESS 0 SITE ADORE S W 307 S DIVISION ST NEW 8" PVC (5) IE=81.55 I+�j Z I � 1 I I I SITE-12 PLAN 20 10 0 20 40 IlRie SCALE IN FEET b z w wWz w va z zz 3 O �m n o a O O 00 R OJ p a N M Z (J U' C'I MW�� V' D dN no W m 'a h ? �� G ems- ? 3 iOz W i° Oi n F croi m W k W k k W m W W °� k W EXISTING GRADE AT OF a Wj n W W W a O o II W W W o II II W NEW SANITARY SEWER W O r. 9O 0Womo N W 0widwPIPF 0 0W�°0 Nz fb 85 85 80 80 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 13+00 13+20 IW f/1 WJ KWZ W O2 VI ..NUJ k F I.W O? WR'W WZ 288 LF 8" DIAM. PVC DR-21 °1 0 SANITARY EWER PIPE 0.4 UNLESS NOTED OTHERWISE, THE DEPTHS SHOWN FOR EXISTING UTILITY CROSSINGS ARE APPROXIMATE. SITE=12 SEWER PROFILE SCALE: 1 '= 20' CONSTRUCTION NOTES: Sewer O CONNECT NEW SANITARY SEWER PIPE TO EXISTING SSMH. CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING PIPE AT CONNECTION POINT. CONNECT TO EXISTING MANHOLE. RECHANNEL MANHOLE TO RECEIVE NEW SEWER CONNECTION. O INSTALL NEW SIDE SEWER AND CONNECT NEW SEWER PIPE TO EXISTING SIDE SEWER. Oj INSTALL NEW SANITARY SEWER PIPE. LENGTH, SIZE, AND TYPE OF PIPE MATERIAL AS SPECIFIED. STREET AND DEMOLITION 26 EXISTING UTILITIES TO BE RELOCATED BY OTHERS. BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 No. Date Revision PROJECT NO. BY: DATE: REVIEWEDBY2021 SANITARY SEWER REPAIR CP2010 Designed Lc o1/15/z1 4&05/13/20 PROJECT MANAGER: DATE: Reviewed JC 03/21/21 * * AND REPLACEMENT CONTRACT NO. Approved ML 05/07/21 CIIY OF + SCALE: 4 � silsrzl SEWER UTILITY PLANS AND PROFILE ONE INCH Signature DRAWING NO. 'AT FULLSCALEIWASHINGTON SITE 12 SS106 (IF NOT, SCALE ACCORDINGLY) 21 Jai Carter, Project Manager SHEET 12 File: CP2010.55_11-19.DWG OF 18 �1 CONSTRUCTION NOTES: Sewer OCONNECT NEW SANITARY SEWER PIPE TO EXISNNG SSMH. CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING PIPE AT CONNECTION POINT. CONNECT TO EXISTING MANHOLE. RECHANNEL MANHOLE TO RECEIVE NEW SEWER CONNECTION. CONNECT EXISTING SANITARY SEWER PIPE TO NEW SSMH. CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING PIPE AT CONNECTION POINT. INSTALL NEW SIDE SEWER AND CONNECT NEW SEWER PIPE TO EXISTING SIDE SEWER. INSTALL NEW SANITARY SEWER PIPE. LENGTH, SIZE, AND TYPE OF PIPE MATERIAL AS SPECIFIED. INSTALL MANHOLE 48 IN. DIAM TYPE 3 PER WSDOT STANDARD PLAN B-15.60-02. CONNECT NEW SEWER SERVICE TO EXISTING SEWER SERVICE LINE. INSTALL NEW CLEANOUT COA DETAIL S-03.2 AND S-01.2. SITE=15 PLAN 20 10 0 20 40 SCALE IN FEET 22 22 22 3 8 3 T 22 22 22 22 22 22 22 22 22 22 222 22 �tia o 0 'o o 'o o >>z S> j EXISTING z i r z z z z ¢z¢z 'o'oIJ ,K „1K ylZ z rioioGROUND AT w "�� ""w w w w w- WJzz�"ooci c�� �o�oo ooy �`�� ooa ,gam 'ga w"o o:LOF SEWERs s W - wd v1 °� w� 0o- sae 5tt,o rcw`° arc ,b rc,c �w•o xsrc,bwe m w�. oo� oc>� "'� c>win uo< �c'< LINE "' �w w „�w Nw - �w,b arc c� a— eO 1p� < �. fL tOO NW yj W NN- N3 y'^V1,3j0 ,jj3N N�jN Wi(] KIO �,pj� y�j�OQ m1054CONC. Imm ��� �klk�� ��� n N�+iO �'R � rc No M M N3,ri ,n o �w w _ w - E 105 ILJ 100 100 95 95 90 90 10+00 10+20 10+q0 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 14+00 14+20 14+40 14+60 14+8014+89 UNLESS NOTED OTHERWISE, THE DEPTHS SHOWN FOR EXISTING UTILITY CROSSINGS ARE APPROXIMATE. —z�nvlfcz NOZ♦�NNVI����M��♦,om♦NIn�2Z}yZONZZ�a�O,WNz3—_�NxQEa�Qw�--------—�irzrn�w 448 LF 8" SANITARY DIAM. PVC EWER PIPE SDR-21 1.OR SITE-15 SEWER PROFILE SCALE: 1"= 20' BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 No. Date Revision BY: DATE: REVIEWED BY PROJECT N0. 0esigeetl Lc o,ns/z, ,,� PROJECT MANAGER: DATE: 2021 SANITARY SEWER REPAIR CP2010 Reviewetl Jc oz, ,�t�+•�m, f* AND REPLACEMENT CONTRACT NO. Approved ML OS/07/21 ,y7SiP� CTIY OF � s/13n1 21-18 scALE: i_ "� SEWER UTILITY PLANS AND PROFILE oNE INCH Signature DRANING NO. AT Fu~ism °p���o�� WASHINGTON SITE 15 SS107 (IF NOT, SCALE ACCORDINGLY) `�4 OS/13/2021 Jai Carter, Project Manager SHEET 13 File: cFiaiass n-ie.owc OF 18 �E SSMH 909-048 J RIM=100.49 Q 8" PVC (N,S,E,W) CTR OF CHANNEL=951LLI 0.49 _ n W D ! � Q DO 0O Z_ I I i I 1 1 I I 1 I NO SITE ADDRESS 1423 B ST SE 1 1 9 4 SY 1 — — —G 221 15TH ST SE 6 SY 10 8 35 I - I 16 LF 1' I 19 I I N: 110 54.98 E: 129 623.08 I I SITE-16 PLAN 20 10 0 20 40 �" SCALE IN FEET y N ro � f II ' I N to 4 Y 9 :S p is N N a E Imo COA CONTROL PT#190 20 N: 111283.47 f SCRIBED X �I E: 1297973.4.4421 8 118 SY 1201 M ST SE I 1 ,q i3�+tg :E I I I i I a ......J I 1320 AUBURN I I WAY S Q I w LL r p N [ Q_' o a o E �0 - - JF D- SSMH $910- U Z 1220 M ST SE RIM=114.01 - ±IE=101.33 S6 of 0 O I I C EED I I I OAM J ETDOWN O I 2446 17TH DR BE SSMH //1012-11 SSMH #1012-010 I RIM=278.97 / \ RIM=279.38 10" CONC NW IE=275.67 0 CTR OF CHANNEL 10" CONIC WEST IE=276.38 0 CTR OF CHANNEL 10" CONC E IE=275.67 0 CTR OF CHANNEL goj, 10" CONIC NORTH IE=276.38 ® CTR OF CHANNEL 10' CONC SOUTH EAST IE=276.38 ® CTR OF CHANNEL FLOW DIRECTION=SOUTHEAST 10 *4 LF 10" DI, SPECI /C1 ASS 52 o 15.033 SY I 10 OO> 0 ' UTILITIES EM NT * 5 / i SS--- SS---- SS- --- -- -- SS -----SS-- v SS---- S % 7 / / N: 109425.67 N: 109397.44 I / E: 1302399.83 E: 1302433.57 / 2442 17TH DR BE I / / I / 5 ' / SITE-17 PLAN 20 10 0 20 40 SCALE IN FEET SSMH #1010-23 RIM=116.30 L- — — — — _ 8" VC (EAST)IE=108.60 8" VC (NORTH) 8" VC (SOUTH) ------- CTR OF CHANNEL=108.40 FLOW DIRECTION=NORTH ----SS 2020 K ST SE 1' 1005 21ST ST SE 10 9 SY —SS---- 1001 21 ST ST SE N: 109001.6a 2a E: 1297413.93 3 CONSTRUCTION NOTES: Sewer OINSTALL NEW SIDE SEWER AND CONNECT NEW SEWER PIPE TO EXISTING SIDE SEWER. 10 REPLACE EXISTING 10" CONCRErE PIPE WITH NEW 10" DUCTILE IRON PIPE SPECIAL CUSS 52. CONNECT WITH MECHANICAL COUPLINGS. CONTRACTOR TO VERIFY ELEVATION AND LOCATION OF EXISTING SIDE SEWER PRIOR TO MAKING THE CONNECTION. O9 REPLACE 6" SIDE SEWER WITH 6" PVC. 20 SAWCUr 6' X 6' OF ASPHALT, REPAIR BROKEN 10" CONCRETE SEWER MAIN 24 REPAIR 6" CONCRETE SEWER MAIN. REMOVE EXISTING SEWER CLEANOUT. INSTALL NEW SANITARY SEWER CLEANOUT TO GRADE PER COA DETAIL S-30.2. STREET AND DEMOLITION O1 REMOVE AND REPLACE EXISTING CURB AND GUTTER. O REMOVE EXISTING SEWER CLEAN OUT. SO REMOVE AND REPLACE SIDEWALK AT NEAREST JOINTS OR AS DIRECTED BY THE ENGINEER. © REMOVE AND RESET EXISTING FENCE. O7 REMOVE EXISTING TREE. ® GRIND AND OVERLAY. O FULL DEPTH PAVEMENT REMOVAL. 10 RESTORE LANDSCAPING AFTER SEWER MAIN INSTALLATION. LEGEND: SAWCUT LINE/FULL DEPTH SAWCUT FULL DEPTH PAVEMENT REMOVAL DIRT/LANDSCAPE WORK REMOVAL GRIND AND OVERLAY EXISTING FENCE REMOVAL SITE-18 PLAN N SITE-19 PLAN O 20 10 0 20 40 20 10 0 20 40 BURIED UTILITIES IN AREA SCALE IN FEET PLEASE CALL BEFORE YOU DIG SCALE IN FEET 811 No. Date Revision PROJECT NO. BY: DATE: PROJECT ECTMA 2021 SANITARY SEWER REPAIR Desigmd LC 01/15/21*05�13120 PROJECT MANAGER: DATE: CP2O1O Reviewed Jc O8/2v21 * AND REPLACEMENTApproved ML 05/07/21 CIOFCONTRACT N0. 5/13/21 21-18 SCALE: SEWER UTILITY PLANS AND PROFILEONEINCHDSS1 N0. AT FULL S� WASHINGTON SITE 16, 1T 18 & 19 SS108 (IF NOT, SCALE ACCORDINGLY)21 dal Carter, Project Manager SHEET 14 File: UMI0 S5-n-19.MG OF 18 SSMH #509-003 F 3 m I F RIM=55.59 m 1 m 8" CONC NORTH IE=53.08 ® CTR OF CHANNEL 8" CONIC SOUTH IE=53.08 ® CTR OF CHANNEL FLOW DIRECTION=SOUTH 1 I SSMH #509-004 SSMH #11188 1 3 RIM=55.65 RIM -CON m I Ira 8" CONC NORTH IE=52.85 IE 8" CONC W -55.39 ( )- 11 e" CONC SOUTH IE=52.85 IE 8" CONC (E)=55.42 6" CON EAST IE=52.96 9 17I FLOW D RECTION=SOUTH 2526 EST NE 2595 AUBURN WAY N 10 17 SY 2595 AUBURN WAY N 18 105 SY 1 II N: 1 3196.81 10 5 SY F N: 123197.35 1 6 E: 1 5553.69 9 57 SY 9 12 SY '0 6 6 LF E: 1295506.27 ._ — — _ G 5' nN EASEMENT 5- UTvrr EASEMENT 9 118 SY — o ........ ................... ....:,. .......:.—:. — <i}:k':;;:;:-:..:.-.'sj... Sp\ SDCB #11551 19 15 LF I 1 RIM=55.39 N: 123177.35 3 I a 5 5 SY-��SO 8" PVC SE IE=52.34 2416 E St NE 2425 AUBURN WAY N E: 1295506.05 W II 1 N: �� 1295553.1 ,S 241fi E Si NE 0 UI SITE-1 PLAN z Z p\\ N 1 E: 1295553.46 1 N N �Sp� 20 10 0 20 40 Q LLJ 0 SCALE IN FEET 1 �Sp CONSTRUCTION NOTES: O INSTALL NEW CURB AND GUTTER PER WSDOT STANDARD PLAN F-10-12.04. O INSTALL NEW CEMENT CONCRETE SIDEWALK PER CITY OF AUBURN STANDARD DETAIL T-13.2 OR T-15.1. © RESET EXISTING FENCE. © 2" GRIND AND OVERLAY WITH HMA Cl. 1/2" PG5811-22. O FULL DEPTH PAVEMENT REPAIR, 8-INCH HMA CL 1/2, WITH 4-INCH CSBC. AREA SHOWN IS FOR REFERENCE ONLY. Oto RESTORE LANDSCAPING AFTER SEWER MAIN INSTALLATION. 11 ADJUST EXISTING UTILITIES TO GRADE PER CITY OF AUBURN STANDARD DETAIL T-05.2. 14 MONUMENT PER CITY OF AUBURN STANDARD DETAIL T-46.1. 19 INSTALL NEW CEMENT CONCRETE TRAFFIC CURB PER WSDOT STANDARD PLANS F-10.12-03. 102 W MAIN ST N: 115 39.68 E: 129 640.91 6 LF 1 9 12 N: 115139.¢0 E: 1�?93662 86 a PoI 11 3 z Of w I ,�j, ms s ........... O rn o H _ 36 W MAIN ST SITE=9 PLAN 770 20 10 0 20 40 SCALE IN FEET SITE=4 PLAN 20 10 0 20 400 SCALE IN FEET A mmmi mo — SAWCUT LINE/FULL DEPTH SAWCUT NEW FULL DEPTH PAVEMENT NEW CONCRETE SIDEWALK DIRT/CRUSHED ROCK/LANDSCAPE WORK REPLACEMENT GRIND AND OVERLAY NEW CURB AND GUTTER REPLACE EXISTING FENCE CONSTRUCTION NOTES: Oj INSTALL NEW CURB AND GUTTER PER WSDOT STANDARD PLAN F-10-12.04. O INSTALL NEW CEMENT CONCRETE SIDEWALK PER CITY OF AUBURN STANDARD DETAIL T-13.2 OR T-15.1. OB RESET EXISTING FENCE. OB 2" GRIND AND OVERLAY WITH HMA Cl. 1/2" PG58H-22. O FULL DEPTH PAVEMENT REPAIR, B—INCH HMA CL 1/2, WITH 4—INCH CSBC. AREA SHOWN IS FOR REFERENCE ONLY. 10 RESTORE LANDSCAPING AFTER SEWER MAIN INSTALLATION. 11 ADJUST EXISTING UTILITIES TO GRADE PER CITY OF AUBURN STANDARD DETAIL T-05.2. 12 MONUMENT PER CITY OF AUBURN STANDARD DETAIL T-46.1. ©0 PAINTED WIDE LANE LINE PER WSDOT STANDARD PLAN M-20.10-03 AND M-20.40-03. 21 INSTALL TWO WAY LEFT TURN LANE WITH RPM PER WSDOT STANDARD PLAN M-3.40-04 AND M-20.40-03. BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 No. Date Revision PROJECT NO. BY: DATE: REVIEWEDBY2021 SANITARY SEWER REPAIR Designed LC 01/15/21*05�13120 PROJECT MANAGER: DATE: CPZOIO Reviewed JC 03/21/21 * AND REPLACEMENTApproved ML 05/07/21 CTOFCONTRACT N0. 21-18 sns/z1 SITE RESTORATION PLANSCALE: �DRANING N0. O-UELLT SITE 4 AND 9CS102 ATAT Fu�is� WASHINGTON Jai Carter, Pro ect Mana er(IF NOT, SCALE ACCORDINGLY)21 9 SHEET 16 File: cr la s.DwG OF 18 mO wmw 1 O 00 O,AUI S'LV'1 oNf 0uo I mZ> m m st1 wUmN GJ �(/ DWG zu0] DO m< ZAp� 0> I <�G Alm oNo rz v_m oe0 h ti mp= ^,om ti vA mm zc� I z (7 vg m 402 A ST SW Ao 316 A ST SW 'on 3 m �z �SITE ADDRESS in"� InNo N I NO SITE ADDRESS o u A if \ rn film �/ m o m b v I z II m 0 I \ 0 m 00 II �S UQ n�o m n' � do m w r Ian 6 87 LF \ mao O z w w ^ u y NI \\ 1 om n Oy A N N iG S lP N m 9 198 SY I tO II O W 1 11 ® J - - ---}-B - - - -_--- T_ - -- - - - -�- nT-- _--BT- _ _ Q 11 I 'N: 114241.86 11 ® N Li SSMH $808-038 11 0 11 E: 1293798.69 11 SSMH 808-065 F- RIM=85.60 RIM=85.05 m> 8" CONC (N)=82.55 IE w 8" PVC (S,W) CTFJ CHANNEL 81 mo 6" PVC (E) IE-82105 Of O oz NO SITE ADDRESS NO SITE ADDRESS 1 M Z ><p 0 SITE ADDRE S 307 S DIVISION ST o I � I N 0 SITE-12 PLAN 20 10 0 20 40 IlRie SCALE IN FEET I Ld W N N N J Q MH /j909-010 W O RIM=97.16 8" CONC EAST IE=90.91 ® CTR OF CHANNEL v 112" CONC NORTH IE=90.91 ®CTR OF CHANNEL 920 E ST SE 11 (FLOW DIRECTION =NORTH q N: 112343.65 N: 112342.52 N: 112334.36 E: 1295582.87 E: 1295625.00 j 10 6 134 LF 10 1091 $Y E: 1295796.00 12 TYPE A 5 2.6 5Y UTILITIES EASEMENT 14 .............................. ................... _ i O o a iir 6 LF q q ❑ 112328.36 9 �4i.i N: 112322.47 IN: I I I I E 1295795.96 B 1295624.46 10 LF 6 N: 112323..3 9 16 SY LF 10 6 E: 112323..31 N3 I 930 E ST SE 505 10TH ST SE 515 10TH ST SE SITE-14 PLAN 20 10 0 20 40 SCALE IN FEET CONSTRUCTION NOTES: Oj INSTALL NEW CURB AND GUTTER PER WSDOT STANDARD PLAN F-10-12.04. O INSTALL NEW CEMENT CONCRETE SIDEWALK PER CITY OF AUBURN STANDARD DETAIL T-13.2 OR T-15.1. OB RESET EXISTING FENCE. © 2" GRIND AND OVERLAY WITH HMA Cl. 1/2" PG5811-22. O FULL DEPTH PAVEMENT REPAIR, 8—INCH HMA CL 1/2, WITH 4—INCH CSBC. AREA SHOWN IS FOR REFERENCE ONLY. 10 RESTORE LANDSCAPING AFTER SEWER MAIN INSTALLATION. 11 ADJUST EXISTING UTILITIES TO GRADE PER CITY OF AUBURN STANDARD DETAIL T-05.2. 12 MONUMENT PER CITY OF AUBURN STANDARD DETAIL T-46.1. LEGEND: SAWCUT UNE/FULL DEPTH SAWCUT NEW FULL DEPTH PAVEMENT NEW CONCRETE SIDEWALK DIRT/CRUSHED ROCK/LANDSCAPE WORK REPLACEMENT GRIND AND OVERLAY NEW CURB AND GUTTER EXISTING FENCE REPLACEMENT BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 No. Date Revision PROJECT NO. BY: DATE: REVIEWEDBY2021 SANITARY SEWER REPAIR Designed LC 01/15/21*05�13120 PROJECT MANAGER: DATE: CP2O1O Reviewed JC 03/21/21 * AND REPLACEMENTApproved ML 05/07/21 CIOFCONTRACT N0. 21-18 sn3rz' SITE RESTORATION PLANSCALE: DRANING N0. ONE CH SITE 12 AND 14 CS103 ATAT Fu�is� Jai Carter, Pro ect Mana eT(IF NOT. SCALE ACCORDINGLY)21 9 SHEET 17 File: cr lo- s.DwG OF 18 0 I w LI (n IY 202 12TH ST SE 206 12TH ST SE 214 12TH ST SE N 0 J SMH #909-039 Q IM=99.11 m U " CONC EAST IE=93.86 0 CTR OF CHANNEL 0 " CONC WEST IE=93.86 0 CTR OF CHANNEL v [FLOWDIRECTION=WEST Hr 218 12TH ST SE 1222 12TH ST SE COA C TROL PT#600 1 HUA & TACK IL 1 MAG N L _ 7 -ss--- - _� — —-Sr.Ss L_.�--..._•�--... __.� — — — — — TR — COA CONTROL PT#604 PK NAIL I 201 13TH ST SE 205 13TH ST SE 209 13TH ST SE 213 13TH ST SE 226 12TH ST SE 242 12TH ST SE 246 12TH ST SE 234 12TH ST SE SSMH #909-36 RIM=99.14 CONC W IE=96.4 8 o N pp F I 10 308 SY N 1 CONTROL PT#602 HCOAUB HUB io I 1 1 I I Irl I I I 1 I 1 m 229 11TH ST SE iw I221 13TH ST SE 237 13TH ST SE 249 13TH ST SE SITE-15 PLAN 20 10 0 20 40 N SCALE IN FEET �I�`, 1 'O 0. ' 9'O7 \ �7 7J �oR \ 's oF�oFOz / vStS 6 10 41 SY%off 243617TH DR SE ��er, \\\ \ — — — — — — — — — — — — — — — o W LLI Of N V) Q U U 0 CONSTRUCTION NOTES: 1O RESTORE LANDSCAPING AFTER SEWER MAIN INSTALLATION. �xe1�011 — SAWCUT LINE/FULL DEPTH SAWCUT NEW FULL DEPTH PAVEMENT NEW CONCRETE SIDEWALK DIRT/CRUSHED ROCK/LANDSCAPE WORK REPLACEMENT GRIND AND OVERLAY NEW CURB AND GUTTER EXISTING FENCE REPLACEMENT SITE=18 PLAN %� I V I 20 10 0 20 40 BURIED UTILITIES IN AREA SCALE IN FEET PLEASE CALL BEFORE YOU DIG 811 No. Date Revision PROJECT NO. BY: DATE: REVIEWEDBY2021 SANITARY SEWER REPAIR Designed LC 01/15/21*05�13120 PROJECT MANAGER: DATE: CPZOIO Reviewed JC 03/21/21 * * AND REPLACEMENT Approved ML 05/07/21 CITY OF * CONTRACT N0. 21-18 snsnl SITE RESTORATIONPLANSCALE: -DRANING N0. O-UELIT SITE 15 AND 18CS104 ATAT Fu�is� WASHINGTON Jai Carter, Pro ect Mana eT(IF NOT, SCALE ACCORDINGLY)21 ) 9 SHEET 18 File: DP2010. S.DWG OF 18