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20155_Bid_Ready_Plans_022124BETHEL AVE BETHEL RD LINCOLN AVE SE MITCHELL RD SE PORT ORCHARD, WASHINGTON SEC. 35 & 36, T.24N., R.1E., W.M., KITSAP COUNTY, WA FEBRUARY 2024 CITY PROJECT NO. PW 2024-003 ORCHARD TIB PROJECT NO: 8-2-153(003)-1 BID DOCUMENT O P T SILVER ALE OUND BAINBR E,�• ISLAND O ON PR JECT OR HARD 131 IT W w GORST W. Q O _ W F W m W V7 TREMONT ST. W Of ❑ 0 J C• rr x SELUNDBERG RD COL VE.SE S KITSAP BLVD ui W SE LUND AVE. 0 O a VICINITY MAP NOT TO SCALE r SKILLINGS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 Plot Style: S-C Standard.stb Page Setup: PDF 22X34 to 11X17 Civil 31) Coordinate System: WA83-SF DATE DESIGNED BY: K. LANE 2/19/24 NO. DATE ENTERED BY: K. LANE 2/19/24 CHECKED BY: I. LEE P.E. 2/19/24 PROD. ENGR.: I. LEE, P.E. 2/19/24 Plotted By: Kamm Lane an 2/19/24 Saved Bye Klan on 2/19/24 06.14 AM 0:\Proieet\2020\20155—t_orahard-betheL—d 1lnadn\CAD\9HEETS\20155-PS_CV_SCH _E REVISIONS RECOMMENDED BY: K. CHRIS HAMMER, PE, PMP CITY ENGINEER WASHINGTON P.E. # 33744 INDEX TO DRAWINGS SHT. NO. DWG. NO. SHEETTITLE W COVER SHEET 02 LEGEND & GENERAL NOTES 03 HORIZONTAL CONTROL PLAN 04 _ 07 DEMOLITION PLAN 08 - 11 TEMPORARY EROSION & SEDIMENT CONTROL PLAN 12 - 15 TEMPORARY EROSION & SEDIMENT CONTROL DETAIL 16 - 17 TYPICAL ROADWAY SECTIONS 18 22 ROADWAY PLAN & PROFILE 23 MITCHELL RD SE - ROUNDABOUT LAYOUT 24 MITCHELL ROUNDABOUT CURB RETURN PROFILES 25 MITCHELL ROUNDABOUT TRUCK APRON 26 _ 34 ROADWAY DETAILS 35 _ 36 MEDIAN GEOMETRY 37 38 ADA RAMPS 39 DRIVEWAYS 40 - 43 STORM WATER PLAN & PROFILE 44 - 51 STORM WATER DETAILS 52 BIOPOD DETAILS - NW MITCHELL 53 - 55 MODULAR BLOCK WALL PLAN & PROFILE 56 MODULAR BLOCK WALL DETAILS 57 - 60 PAVEMENT MARKING PLAN 61 - 70 PAVEMENT MARKING DETAIL 72 - 75 SIGNING PLAN 76 - 77 SIGN INSTALLATION SPECIFICATION 78 - 80 SIGNING DETAILS TSI - ILLUMINATION PLANS 81 - 83 ILLUMINATION PLANS & DETAILS TRAFFIC CONTROL PLANS 84 - 88 TRAFFIC CONTROL PLANS 89 DETOUR PLAN i x0.4q �� US SKILLINGS riDi+uADn xnLE 5016 Lacey Boulevard SE, Lacey, Washington 98503 2/21/2024 (360) 491-3399 Fax (360) 491-3857 PORT ORCHARD WA ENGINEER SKILLINGS, INC. 5016 LACEY BLVD. SE LACEY, WA 98503 (360)491-3399 IAN LEE, P.E. PROJECT MANAGER IAN LEE, P.E. CITY OF PORT ORCHARD MAYOR ROB PUTAANSUU CITY OF PORT ORCHARD COUNCIL MEMBERS MARK TRENARY JAY ROSAPEPE SCOTT DIENER ERIC WORDEN HEIDI FENTON FRED CHANG, MAYOR PRO-TEM JOHN MORRISSEY PUBLIC WORKS DIRECTOR DENIS RYAN CITY ENGINEER K. CHRIS HAMMER, PE, PMP U. Know what's below. Call before you dig. Determina to que esta baJo tlerra. Llama antes de excavar. JOB NUMBER BETHEL AVE, BETHEL RD, 20155 LINCOLN AVE SE, MITCHELL RD BID SE SHEET 01 OF COVER SHEET 89 SHEETS ABBREVIATIONS *COMMON USE ABBREVIATIONS ABAND........ ABANDON(ED) G................ GAS PVC.......... POINT OF VERTICAL CURVE AC...............ASBESTOS CEMENT GE .............. GRATE ELEVATION PVI............ POINT OF VERTICAL INTERSECTION ACP.............ASPHALT CONCRETE PAVEMENT GRAV.......... GRAVEL PVMT........ PAVEMENT AP ............ .. ANGLE POINT GV .............. GAS VALVE PVT........... POINT OF VERTICAL TANGENT APPROX...... APPROXIMATE(LY) PCT(%)...... PERCENT ASPH..... ..... ASPHALT HDPE.......... HIGH DENSITY POLYETHYLENE PSI............ POUNDS PER SQUARE INCH AVE............. AVENUE HMA............ HOT MIX ASPHALT PSF........... POUNDS PER SQUARE FOOT HORIZ(H)... HORIZONTAL BF .............. BURIED FIBER HPG............ HIGH POWER GAS R ................ RADIUS BLVD.......... BOULEVARD RC.......... REBAR AND CAP BLDG.......... BUILDING IE............... INVERT ELEVATION RCP.......... REINFORCED CONCRETE PIPE BM .............. BENCH MARK ID ............... INSIDE DIAMETER RD............ RIGHT DITCH BOP............ BEGINNING OF PROJECT IRR............. IRRIGATION VALVE ROW.......... RIGHT OF WAY BOT............ BOTTOM IN(").......... INCH RT............ RIGHT BST ............. BITUMINOUS SURFACE TREATMENT L................ LENGTH S.............. SOUTH CB .............. CATCH BASIN LD.............. LEFT DITCH SAN.......... SANITARY CL...............CENTERLINE LN............. LANE SD............ STORM DRAIN CMP.............CORRUGATED METAL PIPE LT .............. LEFT SDMH........ STORM DRAIN MANHOLE CO .............. CLEAN OUT LF............. LINEAR FOOT SPECS...... SPECIFICATIONS CONC.......... CONCRETE LB(S).(#).. POUND(S) SS............ SANITARY SEWER CONT........... CONTINUE LLDPE........ LINEAR LOW DENSITY POLYETHYLENE SSMH........ SANITARY SEWER MANHOLE CPE.............CORRUGATED POLY ETHYLENE PIPE ST............ STREET CR.............. CROWN MAX........... MAXIMUM STA.......... STATION CSBC.......... CRUSHED SURFACING BASE COURSE MFR........... MANUFACTURER STD.......... STANDARD CSTC.......... CRUSHED SURFACING TOP COURSE MH............. MANHOLE S/W.......... SIDEWALK CU FT........ CUBIC FEET MIN............ MINIMUM SB............ SOIL BORING CU YD........ CUBIC YARDS MISC.......... MISCELLANEOUS SF............ SQUARE FEET MJ.............. MECHANICAL JOINT T ............... TELEPHONE DBL............ DOUBLE MON........... MONUMENT TBC.......... TOP BACK OF CURB DEG(')........ DEGREE TBM.......... TEMPORARY BENCH MARK DI ............... DUCTILE IRON N.............. NORTH TC............ TOP OF CURB DR .............. DRIVE NTS........... NOT TO SCALE TEL.......... TELEPHONE/TELECOMMUNICATIONS DRWY.......... DRIVEWAY TYP.......... TYPICAL DIA.(0)........ DIAMETER OC............. ON CENTER TP............ TEST PIT OD ............. OUTSIDE DIAMETER E................ EAST OF............. SANITARY SEWER OUTFALL U.............. UTILITY EA ............. EACH OHWM........ ORDINARY HIGH WATER MARK EG............. EXISTING GROUND OP............. OVERHEAD POWER V.............. VALVE EL .............. ELEVATION VAP.......... VERTICAL ANGLE POINT EOG............ EDGE OF GRAVEL VC............ VERTICAL CURVE EOP............ EDGE OF PAVEMENT VERT(V)... VERTICAL EP............ END OF PROJECT PC............ POINT OF CURVE EXC............ EXCAVATION PE ............. CORRUGATED POLYETHYLENE W.............. WEST EXCAV........ EXCAVATION PED........... PEDESTRIAN WL............. WATER LEVEL EXIST(EX).. EXISTING PERF......... PERFORATED WMTR........ WATER METER PI .............. POINT OF INTERSECTION WSEL.......... WATER SURFACE ELEVATION FG............. FINISHED GRADE PL............. PROPERTY LINE WV............ WATER VALVE FH............. FIRE HYDRANT PROP........ PROPOSED W/............ WITH FJ.............. FLANGED JOINT PT............. POINT OF TANGENT WM............ WATER MAIN FL .............. FLOWLINE PVC.......... POLY VINYL CHLORIDE FM ............. SANITARY SEWER FORCE MAIN FT(').......... FOOT GENERAL NOTES 1. EXISTING FENCES AND WALLS NOT NOTED FOR REMOVAL SHALL BE PROTECTED IN PLACE AT NO ADDITIONAL COST TO THE CONTRACTING AGENCY. 2. ALL EXISTING UTILITIES AND STRUCTURES NOT NOTED FOR REMOVAL SHALL BE PROTECTED AT NO ADDITIONAL COST TO THE CONTRACTING AGENCY. 3. SHOULD DAMAGE OCCUR, THE CONTRACTOR SHALL RESTORE THE DAMAGED ITEM TO ORIGINAL CONDITION OR BETTER AT NO ADDITIONAL COST TO THE CONTRACTING AGENCY. DATE K. LANE Plotted By Kazuma Lane on 2/21/24 10:51 AM Saved By Klane on 2/18Z24 9:42 PM :\Project\2020\20155 port orchard bethel and & GENERAL REVISIONS SYMBOLS SANITARY AND STORM SEWER EXISTING PROPOSED OO OUT -FALL ® ❑O CATCH BASIN Op OS SANITARY MANHOLE IV SEWER VALVE TRAFFIC EXISTING PROPOSED -� _4Vi LARGE SIGN T SIGN p MAIL BOX �—� STREET LIGHT GUY ANCHOR POLE/LUMINARY POLE LINE TYPES EXISTING PROPOSED x BARB WIRE FENCE o CHAIN LINK FENCE r CONCRETE FENCE -------------------------------- - ROCK FENCE -xxx-xxx-xxx-xxx-xxx- WIRE FENCE WOOD FENCE GRAVEL DITCH SD STORM SEWER ss SANITARY SEWER RIGHT OF WAY oFo OVERHEAD CABLE uPH UNDERGROUND CABLE -GG- GAS oPH OVERHEAD PHONE uPH UNDERGROUND PHONE oFo OVERHEAD FIBER OPTICS BF UNDER GROUND FIBER OPTICS oHP OVERHEAD ELECTRIC uGE UNDERGROUND ELECTRIC -w- - -w- -- WATER RECLAIMED WATER C CUT F FILL RIGHT OF WAY CONTOUR - AIGNMENT P: rSKI LLINOS �OB9 9 W ISf ER9' l¢F' )NAL E5016 Lacey Boulevard SE, Lacey, Washington 98503 2/21/2024 (360)491-3399 Fax (360) 491-3857 0 CHARD PORT ORCHARD WA SURVEY ® CASED MONUMENT O IRON PIPE SECTION CORNER SECTION QUARTER CORNER rIi MAGNAIL X PKNAIL • 1/2" OR #4 REBAR W/CAP MISCELLANEOUS EXISTING PROPOSED a BUSH • CONIFER TREE O DECIDUOUS TREE POWER POLE POLE ANCHOR ❑T TEL PEDESTAL od JUNCTION BOX IID WATER PUMP ❑w WATER METER °w° WATER VALVE FIRE HYDRANT IRRIGATION VALVE • CEDAR TREE O ALDER TREE ® BOLLARD _%p GUY POLE UTILITY POLE BETHEL AVE, BETHEL RD, LINCOLN AVE SE, MITCHELL RD SE LEGEND & GENERAL NOTES 20155 BID 02 OF 89 LINE TABLE: ALIGNMENTS LINE # LENGTH DIRECTION START POINT END POINT ALIGNMENT BEGIN STATION END STATION L1 126.75 N17' 54' 41"E (N:196343.16, E:1196476.38) (N:196463.77, E:1196515.36) M LINE 52+85.61 54+12.36 L6 37.33 S52' 26' 24"E (N:196157.17, E:1196652.78) (N:196134.41, E:1196682.38) L LINE 109+34.44 109+71.78 L7 35.46 S66' 20' 08"E (N:196244.89, E:1196448.49) (N:196230.65, E:1196480.96) L LINE 107+10.38 107+45.83 L8 31.74 S72' 37' 29"E (N:196254.37, E:1196418.19) (N:196244.89, E:1196448.49) L LINE 106+78.63 107+10.38 L9 185.78 S85' 04' 33"E (N:196276.64, E:1196200.76) (N:196260.69, E:1196385.85) L LINE 104+59.83 106+45.61 L10 70.84 N73' 25' 15"E (N:196256.43, E:1196132.87) (N:196276.64, E:1196200.76) L LINE 103+89.00 104+59.83 L12 87.21 S87' 48' 03"E (N:196069.85, E:1195834.87) (N:196066.50, E:1195922.01) L LINE 100+00.00 100+87.21 L39 363.30 N10' 19' 18"E (N:195799.56, E:1196369.67) (N:196156.98, E:1196434.76) M LINE 47+30.77 50+94.07 L40 44.63 N10' 30' 40"E (N:196201.01, E:1196440.35) (N:196244.89, E:1196448.49) M LINE 51+38.48 51+83.10 L41 47.28 N20' 10' 06"E (N:196244.89, E:1196448.49) (N:196289.26, E:1196464.79) M LINE 51+83.10 52+30.38 tL437 22.57 N23' 16' 07"E (N:196147.76, E:1196050.73) (N:196168.49, E:1196059.64) L LINE 102+49.01 102+71.58 W1 /4 CDR. SEC. 36 35 HELD FIND CASED MONUMENT W/3" 36 BRASS DISC. N:197367.66 E:1196276.02 ZAPATKA FELECIA M SAINT VINCENT DE PAUL ST/ TPN 4625-000-003-0004 GABRIEL CONFERENCE TPN 362401-3-062-2004T I � / KVINSLAN TPN STENER / FIRST LUTHERAN CHURCH 003TPN 4526-000-011-1309 CITY OF PORT ORCHARD ATTN L ROBERT PUTAANSUU TPN 4625-000-003-0103 C2 / C3 L41 7 CITY OF PORT ORCHARD ATTN L10 I L9 C L8 / 7 ROBERT PUTAANSUU TPN 4625-000-004-0003 C35 C34 L40 I SNOOK TARA K AND KENNETH 1_43 C4 TPN 4625-000-004/0102 C3 MISHKO C$- C14 PROPERTIES 1 LLC 1 L1� TPN � CURVE TABLE: ALIGNMENTS CURVE # RADIUS LENGTH DIRECTION START POINT END POINT ALIGNMENT BEGIN STATION END STATION C2 200.00 41.35 N11' 59' 17"E (N:196302.78, E:1196467.80) (N:196343.16, E:1196476.38) M LINE 52+44.26 52+85.61 C3 61.03 13.88 N12' 34' 45"E (N:196289.26, E:1196464.79) (N:196302.78, E:1196467.80) M LINE 52+30.38 52+44.26 C4 200.00 22.57 N7' 16' 43"E (N:196178.64, E:1196437.49) (N:196201.01, E:1196440.35) M LINE 51+15.91 51+38.48 C5 1409.94 157.75 N13' 16' 23"E (N:195646.10, E:1196333.47) (N:195799.56, E:1196369.67) M LINE 45+73.02 47+30.77 C7 100.00 23.05 S72' 56' 21"E (N:196230.65, E:1196480.96) (N:196223.91, E:1196502.95) L LINE 107+45.83 107+68.88 C8 350.00 165.56 S65' 59' 29"E (N:196223.91, E:1196502.95) (N:196157.17, E:1196652.78) L LINE 107+68.88 109+34.44 C9 150.05 33.02 S78' 55' 48"E (N:196260.69, E:1196385.85) (N:196254.37, E:1196418.19) L LINE 106+45.61 106+78.63 C14 134.50 161.80 N57' 44' 09"E (N:196066.50, E:1195922.01) (N:196147.76, E:1196050.73) L LINE 100+87.21 102+49.01 C33 200.00 21.84 N7' 10' 26"E (N:196156.98, E:1196434.76) (N:196178.64, E:1196437.49) M LINE 50+94.07 51+15.91 C34 250.00 85.39 N33' 03' 14"E (N:196168.49, E:1196059.64) (N:196239.72, E:1196105.99) L LINE 102+71.58 103+56.97 C35 60.00 32.02 N58' 07' 49"E (N:196239.72, E:1196105.99) (N:196256.43, E:1196132.87) L LINE 103+56.97 103+89.00 Wit L6 - - - - - 362401-3- I LUNDBERG RD 076-2008 /CHRISTIAN LIFE CENTER - - - - - - - _ - TPN 362401-3-015-2002 DENNY MARK & PATRICIA PURCELL TPN 4526-000-011-1101 BASIS FOR BEARING WASHINGTON STATE PLANE COORDINATE SYSTEM NAD83 (2011) EPOCH:2010 SOUTH ZONE WSNR WITH CPS RTK TIES TO: WSDOT CONTROL MONUMENTS GLOVER (HORIZONTAL) GREY CHEV (HORIZONTAL) SCHWAB (VERTICAL) SCALE IN : I 40 80 DATUM NAVD 88 ------- I' CLEARLY i- - - - - -- INVISION LLC/ C NSTRUCTION ALIGNMENT 1362401-3-� TPN LINE) 041-2000 PORT ORCHARD STORAGE LLC CHRISTIAN LIFE CENTER TPN 4625-000-005-0507 TPN 362401-3-042-2009 I / I I � I L4 39 / CHRISTIAN LIFE CENTER 1 / TPN 362401-3-043-2008 w W :321►[yp1VF1:,5 WSDOT BRASS DISK CEMENTED INTO A DRILL HOLE AND FLUSH WITH CONCRETE SIDEWALK NEAR INTERSECTION OF LES SCHWAB TIRE ENTRANCE ON SE SEDGWICK RD EAST OF BETHEL RD SE ELEV. 319.215 - - SURVEY CONTROL W1/4 CDR CASE MONUMENT W/3" BRASS DISC N: 197367.66 E: 1196276.02 SEC COR. CASE MONUMENT W/3" BRASS DISC N: 194706.57 E: 1196222.87 PORT ORCHARD STORAGE LLC w / CHRISTIAN LIFE CENTER TPN 4625-000-005-0606 m N� CHRISTIAN LIFE CENTER TPN 362401-3-044-2007 �I I PORT ORCHARD STORAGE LLC TPN 4625-000-005-0507 C3)1 / 0 0 CHRISTIAN LIFE CENTER TPN 362401-3-046-2005 z / / TPN 362401-3-045-2006 I �(M CONSTRUCTION ALIGNMENT LINE) I / / / CHRISTIAN LIFE CENTER TPN 362401-3-047-2004 36 1 HELD FND CASED 35 2 MONUMENT W/3" BRASS DISC. N:194706.57 E:1196222.87 DATE REVISIONS JOB NUMBER DESIGNED BY:K LANE 2/21/24 NO. DATE �oN axE�� BETHEL AVE, BETHEL RD, 2c1 F ENTERED BY: K. LANE 2/21/24 _ To��� LINCOLN AVE SE, MITCHELL RD CHECKED : I. LEE P.E. 2/21/24 SKILL 1 NGS ORCHARD PROJ. ENGR.R.: I LEE P.E. 2 21 24 � � SE SHEET Platted L,,,' a Lane on 2\21\24 1051 AM S10Na eN° 5016 Lacey Boulevard SE, Lacey, Washington 98503 gg Saved B :By Dmaertens on 1 24 24 11.39 AM (360) 491-3399 Fax (360) 491-3857 HORIZONTAL CONTROL PLAN g.Aproject\2020\20155 port orchard bethel and fincom\CAD\SHEETS\2015e-PS-Hz_03.dwq 2/21/2024 PORT ORCHARD WA SHEETS HUFF LESLIE J TPN 4625-000-006-0209 MCKIMSON ELINOR TPN 4625-000-007-0109 \\ SEC. 35 & 36, T.24N., RAE., W.M., KITSAP COUNTY, WA m I CI MATCH LINE 2 w SEE SHET 52+55 m /' 07 r I I W v /Lr) f/1 I o m / / /' ' / / / FI K � _ _ / / , , , SCALE IN FEET 2-----_---------- I /'/' ' / /I // 0 0 20 NI 21----___ T v 14 21 19 o L 105+,�9.70, 11.56 LT. BEGIN<2>O V / L 106+03.72, 1,_0Q 36' LT. v // / / / / 6/r / o 1 t BEGIN O END<3� oh UHP —s' - - Hp �� -f--00 105+50 o� / / / / /' /' ' /106+50 / ,' / / / / r / / / / ! / /' ' ' / GNP o L LINE byN UPH _/ 107 L 107+10.35 01 B 24+60.30 = - / / / / / ,L��COLN / / /' /' /' /' / / / /' ' ,' /� M 51+83.09 AVE S / 64 PROJECT LIMITS � O s I � ��—G--�J--J--G I 1 W— --W— —— W _ _W -- O _-w W— x _W _ g I r O 11 } / i I o / � v SAWCUT LINE 15 PROTECT EX. SANITARY SEWER LINE. 2O PLANING BITUMINOUS PAVEMENT PROTECT POWER POLE. REMOVE EX. LUMINAIRE BY 3O ROADWAY EXCAVATION 18 OTHERS. O4 REMOVE CEMENT CONC. CURB 1Q PROTECT EX. SANITARY SEWER STRUCTURE. ADJUST EXISTING MANHOLE COVER TO GRADE. 5O REMOVE CEMENT CONC. SIDEWALK. 1a REMOVE EX. TREE. REMOVAL BID ITEM "CLEARING & s� REMOVE EX. DRAINAGE STRUCTURE GRUBBING". 7O PROTECT EX. OVERHEAD POWER POLES 19 RELOCATE EX. OVERHEAD POWER POLE BY OTHERS. 8O PROTECT EX. GAS LINE QO REMOVE EX. CHAIN LINK FENCE. 9O PROTECT EX. STORM PIPE PROTECT & PRESERVE EX. TREE. IF TREES OVERHANG CONFLICTS WITH CLEARANCE ON 10 PROTECT EX. WATERMAIN IMMING S PROP21 T BE STO it PROTECT EX. UNDERGROUND UTILITIES. COMPOLETEDSED ENSURER SUFFICIENT CITY TO ENSURE AND COORDINATE WITH PROPERTY OWNERS. 1Q REMOVE EX. SIGN & POST © PROTECT EXISTING SIGN, SEE SHEETS 73-76. 1Q PROTECT EX. DRAINAGE STRUCTURE © PROTECT EXISTING FENCE & POSTS to PROTECT EX. TELECOMMUNICATIONS. DATE REVISIONS IENTERED BY: K. LANE Platted By Kazuma Lane 1/21/24 10:52 AM Saved By Dmaertens on l/19on/24 2:09 PM g.AProject\2020\20155 port orchard Bethel and 'L 106+ 3.37, 1 .62' RT.� / / / / / / / /' /' / / / / / / / / / / / / BEGIN END 3 /' ' ' / / / / / / ' ' / / d / / 1 / / / / / / j07 / ' ,' / // / r/ + / / r / / / / / / 7 r / / / / / +g' / / u� 00 0.26, 1.29' RT., /I— / 7 W W 5 I / / — W xx G— / / / f / / / — — —X � X _ x / 4 / 1` / bW + ig x / / / / / / / / / / / / /d G — — �— G— — L 10C38.52, 40.21' RT. +� / / / / G-- END4 GENERAL NOTES: + % / / / /'0• ' ' // //I// // — - x w / // r / 1 L 1077++57.02, 18.49' RT. SD- 1. THE CONTRACTOR SHALL NOTIFY EACH PROPERTY x v // / J /' /' // I END 5 OWNER PRIOR TO THE START OF CONSTRUCTION, x / / _,1 ? AND AGAIN AT A MINIMUM OF THREE DAYS PRIOR I / /W TO ANY CONSTRUCTION ADJACENT TO EACH PROPERTY. NAMES AND ADDRESSES WILL BE I 1 1 I so L 107+52.31, 15.27' RT. FURNISHED BY THE OWNER. I� N / // /r F_ / / r BEGINO 2. FOR SIGN REMOVAL, SEE SIGNING PLANS. 3 CONTRACTOR SHALL SURVEY MONUMENTS AND SHALL TECT L LCO COMPLY NTH RCW /'I0 58.09.130 AND WAC 332-120-040 IF ANY /' MONUMENT IS TO BE DISTURBED. MATCH LINE M 51+10 4. FOR SILT FENCE LOCATIONS AND HIGH VISIBILITY SEE SHEET 06 CONSTRUCTION FENCING. SEE TEMPORARY EROSION AND SEDIMENTATION PLANS. 5. VEGETATION CLEARING SHALL NOT COMMENCE WITHOUT APPROVAL OF THE ENVIRONMENTAL LEGEND: COMPLIANCE MANAGER (ECM) IF ACTIVE ROADWAY EXCAVATION INCL. HAUL MIGRATORY BIRD NESTS ARE PRESENT, ECM WILL DEMARCATE AREAS FOR VEGETATION RETENTION, PLANNING BITUMINOUS PAVEMENT UNTIL THE ECM VERIFIES THE ABSENCES OF ACTIVE NESTS. SAW SAWCUT LINE 6. CONTRACTOR SHALL CALL ONE -CALL BEFORE ANY - CONSTRUCTION CENTERLINE EXCAVATION BEGINS AT 1-800-424-5555. - - ROW LINE P: r SKI L L 1 NGS lSTERX'91�F4' )NAL E�6 5016 Lacey Boulevard SE, Lacey, Washington 98503 2/21/2024 (360)491-3399 1ax(360)491-3857 BETHEL AVE, BETHEL RD, 20155 �O QRCHARD LINCOLN AVE SE, MITCHELL RD BID SE SHEET � 04 OF DEMOLITION PLAN 89 PORT ORCHARD WA SHEETS SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA SCALE IN FEET — SD- 0 10 20 EX. ROW 'H uPf - OHP S SE — —w——— I I I I ® � — G � — G — w EX. ROW LEGEND: DEMOLITION KEYNOTES: GENERAL NOTES: SAWCUT LINE 1a PROTECT EX. TELECOMMUNICATIONS. 1. THE CONTRACTOR SHALL NOTIFY EACH PROPERTY OWNER PRIOR TO THE ROADWAY EXCAVATION INCL. HAUL O START OF CONSTRUCTION, AND AGAIN AT A MINIMUM OF THREE DAYS PLANNING BITUMINOUS PAVEMENT O2 PLANING BITUMINOUS PAVEMENT 15 PROTECT EX. SANITARY SEWER LINE. PRIOR TO ANY CONSTRUCTION ADJACENT TO EACH PROPERTY. NAMES AND ADDRESSES WILL BE FURNISHED BY THE OWNER. SAWCUT LINE O3 ROADWAY EXCAVATION 17 PROTECT EX. SANITARY SEWER STRUCTURE. ADJUST EXISTING 2. FOR SIGN REMOVAL, SEE SIGNING PLANS. CONSTRUCTION CENTERLINE MANHOLE COVER TO GRADE. O4 REMOVE CEMENT CONC. CURB 3. CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS AND SHALL ROW LINE 18 REMOVE EX. TREE. REMOVAL BID ITEM "CLEARING & GRUBBING". COMPLY WITH RCW 58.09.130 AND WAC 332-120-040 IF ANY MONUMENT O5 REMOVE CEMENT CONC. SIDEWALK. IS TO BE DISTURBED. 19 RELOCATE EX. OVERHEAD POWER POLE BY OTHERS. 4. FOR SILT FENCE LOCATIONS AND HIGH VISIBILITY CONSTRUCTION FENCING. Os REMOVE EX. DRAINAGE STRUCTURE SEE TEMPORARY EROSION AND SEDIMENTATION PLANS. QREMOVE EX. CHAIN LINK FENCE. O7 PROTECT EX. OVERHEAD POWER POLES 5. VEGETATION CLEARING SHALL NOT COMMENCE WITHOUT APPROVAL OF PROTECT & PRESERVE EX. TREE. IF TREES OVERHANG THE ENVIRONMENTAL COMPLIANCE MANAGER (ECM) IF ACTIVE MIGRATORY O PROTECT EX. GAS LINE CONFLICTS WITH CLEARANCE ON PROPOSED SIDEWALK, BIRD NESTS ARE PRESENT, ECM WILL DEMARCATE AREAS FOR TRIMMING MUST BE COMPLETED TO ENSURE SUFFICIENT VEGETATION RETENTION, UNTIL THE ECM VERIFIES THE ABSENCES OF I a O PROTECT EX. STORM PIPE 21 CLEARANCE. CITY TO ENSURE AND COORDINATE WITH ACTIVE NESTS. � PROPERTY OWNERS. 6. CONTRACTOR SHALL CALL ONE —CALL BEFORE ANY EXCAVATION BEGINS 10 PROTECT EX. WATERMAIN m Q PROTECT EXISTING SIGN, SEE SHEETS 73-76. AT 1-800-424-5555. I I 11 PROTECT EX. UNDERGROUND UTILITIES. Q PROTECT EXISTING FENCE & POSTS 0 REMOVE EX. SIGN &POST Q4 PROTECT EX. DRAINAGE STRUCTURE PROTECT EXISTING LUMINAIRE KEYMAP 13 DATE REVISIONS LL JOB NUMBER DESIGNED BY:K. LANE 2 21 24 NO. DATE oNwH G �OfjT BETHEL AVE, BETHEL RD, 20155 x� � SKI L L 1 NGS 'W LINCOLN AVE SE, MITCHELL RD ENTERED R.: K. LANE 2/21 24 <` ORCHARD CHECKED BY: I. LEE P.E. 2/21/24 PROJ. ENGR.: I. LEE P.E. _ _ - � SHEET 05 A 51089 9 ty Platted By. Kamma Lane on 2/21/24 1052 AN ° "ors eRQ�ti@4' r / SroNn eN (360 Lacey Boulevard SE,60) Lacey, Washington 98503 DEMOLITION PLAN 8OF 9 Saved B . Dmaertens on 2 19 24 2 09 PM (360) 491-3399 Fax (360) 491-3857 g:AProject\2020\20155 port orchard Bethel and Iincoln\CAD\SIILITS\20155_PS_DM_04_RLV. dwg 2/21/2024 PORT ORCHARD WA SHEETS SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA M 49+55.35, 11.74' LT BEGIN <1 3 M 49+45.18, 19.12' LT. EX. ROW ®BEGIN ---------- -t----- — - - — --------- --- dH0 �dHO �HO � dHQ - o dH0 dH0 xx xv dq -SS ——SS�—SS — Ss —�' —SS — — —SS — — —SS — —S �yo M 50+05.35, 11.90' LT. M 50+05.36, 9.90' LT. ENDOj 15 OEND EX. ROW OW ------------------------°----------- -- - - — -- M 49+95.36, 9.90' LT. OBEGIN� 7 M 51+05.17, 17.92' LT. ®BEGIN m � dH0 — — —Sg —SS — — - SAW SAW / 49+00 49+50 MITCHELL RD SE M LINE aN° M 49+50.00 PROJECT LIMITS �yy - - - an- -M - - 14M- - —nn - Frdn- - - -mwdrr —'A — — T�fl- - -nn - Adn�A - - -M RdR -nn� - W rM- . 3•NP - D — — —SD — — —SD SD— — SD— — -------- -- - EX. ROW L ro LEGEND: DEMOLITION KEYNOTES: ROADWAY EXCAVATION INCL. HAUL PLANNING BITUMINOUS PAVEMENT SAW SAWCUT LINE CONSTRUCTION CENTERLINE ROW LINE x dH0 dH0 dH0 dHdHO dH0 0 P d xxx-x xx- x-}c� x-xxx-xxx-xxx-xxx-xxx-xxx-xxx-xxx-xxx-xxx-xxx-xxx-xxxxx-xxx-xxx-xxx-xxx-xxx-xxx-xxx-xxx-x xxxxx-xxx-xxx-xxx-xxx-xxx-xxx-xxx =S — — —SS — —SS — — —SS — —SS — — SS — — —SS — —SS — —SS 51+00 = Z +00 50+50 m m OCn dq SD— — SD— SD— — — SD— — SD SD — SD— — — SD— — — SD— — SD— SD— - — SD— — SD— — SD� M 49+55.36 12.19' RT. 10 1 14 � M 49+95.36, 9.93' RT1\. 1 3 BEGIN OBEGIN M 50� 05.36, 11.93' RT. 1 ENDI> g 13 M 50+05.36, 9.9,� RT. (y�END vv EX. ROW L 10 Oi SAWCUT LINE O2 PLANING BITUMINOUS PAVEMENT O3 ROADWAY EXCAVATION O7 PROTECT EX. OVERHEAD POWER POLES O8 PROTECT EX. GAS LINE O9 PROTECT EX. STORM PIPE 10 PROTECT EX. WATERMAIN 11 PROTECT EX. UNDERGROUND UTILITIES. 13 PROTECT EX. DRAINAGE STRUCTURE. 14 PROTECT EX. TELECOMMUNICATIONS. 15 PROTECT EX. SANITARY SEWER LINE. 1Q PROTECT EX. SANITARY SEWER STRUCTURE. Qo REMOVE EX. CHAIN LINK FENCE. GENERAL NOTES: 1. THE CONTRACTOR SHALL NOTIFY EACH PROPERTY OWNER PRIOR TO THE START OF CONSTRUCTION, AND AGAIN AT A MINIMUM OF THREE DAYS PRIOR TO ANY CONSTRUCTION ADJACENT TO EACH PROPERTY. NAMES AND ADDRESSES WILL BE FURNISHED BY THE OWNER. 2. FOR SIGN REMOVAL, SEE SIGNING PLANS. 3. CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS AND SHALL COMPLY WITH RCW 58.09.130 AND WAC 332-120-040 IF ANY MONUMENT IS TO BE DISTURBED. 4. FOR SILT FENCE LOCATIONS AND HIGH VISIBILITY CONSTRUCTION FENCING. SEE TEMPORARY EROSION AND SEDIMENTATION PLANS. 5. VEGETATION CLEARING SHALL NOT COMMENCE WITHOUT APPROVAL OF THE ENVIRONMENTAL COMPLIANCE MANAGER (ECM) IF ACTIVE MIGRATORY BIRD NESTS ARE PRESENT, ECM WILL DEMARCATE AREAS FOR VEGETATION RETENTION, UNTIL THE ECM VERIFIES THE ABSENCES OF ACTIVE NESTS. 6. CONTRACTOR SHALL CALL ONE -CALL BEFORE ANY EXCAVATION BEGINS AT 1-800-424-5555. SCALE IN FEET 0 10 20 0 _7 I i KEYMAP DATE REVISIONS LL JOB NUMBER DESIGNED BY:K. LANE 2 21 24 NO. DATE oNwH G �OfjT BETHEL AVE, BETHEL RD, 20155 ENTERED BY: K. LANE 2 21 24 x�� SKI L L 1 NGS 'W ORCHARD LINCOLN AVE SE, MITCHELL RD � CHECKED BY: I. LEE P.E. 2/21/24 PROJ. ENGR.: I. LEE P.E. _ _ - � SHEET A 51089 9 ty Platted By. Kazuma Lane on 2/21 /24 10: 52 AM � ° n"eis eRQ�ti@4' 06 r SroNn eN 5016 Lacey Boulevard SE, Lacey, Washington 98503 DEMOLITION PLAN 8g aved B . Dmaertene on 2 19 24 2:09 PM (360) 491-3399 Fax (360) 491-3857 g:AProject\2020\20155 port orchard Bethel and rncoln\CAD\SIILLTS\20155 PS_ DM_04_RCV.dwg 2�21�2024 PORT ORCHARD WA SHEETS SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA -------EX. ROW % / J--�— M 53+04.35,y8.32' LT. 1 y BEGIN \ v ----- M 54+10.19 11 28' LT.— 1 3 BEGIN M 53+85.64, 9.00' LT. 9 OBEGIN m \ 53+00 53+50 MITCHELL RD SE m m M LINE \Hdn \Hdn\ Hdn Hdn Hdn Hdn Hdn Hdn Hdn Hdn HdR G — — — G — G — — G _ _ G — — G — _ G — — G — — G — — — G — G — — G — G — — G — — r--G--G--G--G--G-- Gr—G—— GG—— G—— G—— G—T--G—— G—— G—— G—— G—— G——G——G— —G-- S——SS- - —ss _ so Ss so— — so— — — SD— — SD— — — o— — a sD— — — SD— EN53++885.89, 12.66' RT. c — — —ss — —M 53+04.75, 13,31' RT. ass —ss — — —ss — —ss - -ss — — —ss —Iss — — 15 OEND 8 S — ss —ss — —ss — — —s — — —ss — — —ss — — I—ss — — —ss — — — EX. ROW _ c — — —M — — —M — — —M — — —M- ---- �-- _ 1 _ _ —M ---M �—� _ � d� — —__ _ — _ _ _ _ Y _ — _M — _ —�,� _ — — - —N�--N�--M— —art— _ M— — M -- -- _ _M M M IM M - ., v v � qr ., ., _— __—__—__—_ -4 1_— _--__--_—_--__--_—_—_ e c e EX. ROW 1 9 W Q 10 -o--------a---- — -----—— — — — — —— EX. ROW UPH UPH — — — — — — — — — — — — — SCALE IN FEET 0 10 20 LEGEND: ROADWAY EXCAVATION INCL. HAUL PLANNING BITUMINOUS PAVEMENT SAW SAWCUT LINE CONSTRUCTION CENTERLINE ROW LINE DATE IENTERED BY: K. LANE CHFCKED BY: I. LEE P Platted By. Kazuma Lane on 2/21/241052 AU Saved By Dmaertens on 2/19/24 209 PM g:AProject\2020\20155 port orchard Bethel and DEMOLITION KEYNOTES: O SAWCUT LINE O PLANING BITUMINOUS PAVEMENT O ROADWAY EXCAVATION O PROTECT EX. OVERHEAD POWER POLES O PROTECT EX. GAS LINE O PROTECT EX. STORM PIPE 10 PROTECT EX. WATERMAIN tt PROTECT EX. UNDERGROUND UTILITIES. 13 PROTECT EX. DRAINAGE STRUCTURE. 14 PROTECT EX. TELECOMMUNICATIONS. 15 PROTECT EX. SANITARY SEWER LINE. 1Q PROTECT EX. SANITARY SEWER STRUCTURE. © REMOVE EXISTING TREES. PER "CLEARING & GRUBBING BID ITEM". SEE PSE RELOCATION PLANS REVISIONS GENERAL NOTES: �SA \ I 54+00 54+12 tt M 54+11.00 PROJECT LIMITS 1. THE CONTRACTOR SHALL NOTIFY EACH PROPERTY OWNER PRIOR TO THE START OF CONSTRUCTION, AND AGAIN AT A MINIMUM OF THREE DAYS PRIOR TO ANY CONSTRUCTION ADJACENT TO EACH PROPERTY. NAMES AND ADDRESSES WILL BE FURNISHED BY THE OWNER. 2. FOR SIGN REMOVAL, SEE SIGNING PLANS. 3. CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS AND SHALL COMPLY WITH RCW 58.09.130 AND WAC 332-120-040 IF ANY MONUMENT IS TO BE DISTURBED. 4. FOR SILT FENCE LOCATIONS AND HIGH VISIBILITY CONSTRUCTION FENCING. SEE TEMPORARY EROSION AND SEDIMENTATION PLANS. 5. VEGETATION CLEARING SHALL NOT COMMENCE WITHOUT APPROVAL OF THE ENVIRONMENTAL COMPLIANCE MANAGER (ECM) IF ACTIVE MIGRATORY BIRD NESTS ARE PRESENT, ECM WILL DEMARCATE AREAS FOR VEGETATION RETENTION, UNTIL THE ECM VERIFIES THE ABSENCES OF ACTIVE NESTS. 6. CONTRACTOR SHALL CALL ONE —CALL BEFORE ANY EXCAVATION BEGINS AT 1-800-424-5555. e wnsacG �SKILLINGS en 4 ISTERT'91fi44' 1NAL eN5016 Lacey Boulevard SE, Lacey, Washington 98503 2/21/2024 (360)491-3399 Fax (360) 491-3857 0 CHARD PORT ORCHARD BETHEL AVE, BETHEL RD, LINCOLN AVE SE, MITCHELL RD SE WA I DEMOLITION PLAN I A I � Ill i KEYMAP JOB NUMBER 20155 07 OF SHEETS 105+00 LEGEND: 1 SEC. 35 & 36, T.24N., RAE., W.M., KITSAP COUNTY, WA I L 105+44.31, 44.97' LT •� BEGIN( 1 EX. ROW - 2 + I JS_ dS Q - pie / I z J J m 4 e F- m+ Mbs \ bS I 105+50 106+00 LINCOLN AVE SE N L LINE L 105+14.55 01 PROJECT LIMITS LO +t + - N MV I 4 ` �• I I + + +`. L 105+3 89, 59.26' RT. Oj BEGIN ` --- L 106+15.02, 39.95' RT. O1 END 0 0 0 HYDROSEEDING CG CLEARING AND GRUBBING LIMITS —SF — — — HIGH VISIBILITY SILT FENCE TEMPORARY CONSTRUCTION EASEMENT EX. ROW ® EROSION CONTROL NOTES: 01 HIGH VISIBILITY SILT FENCE SEE SHEET 12 DETAIL. PLACE 1' INSIDE OF RIGHT OF WAY UNLESS OTHERWISE STATED ON PLAN SHEET. 2O SILT FENCE SEE SHEET 13 DETAIL. 3O CATCH BASIN INLET PROTECTION SEE 14 DETAIL. 0 "EROSION CONTROL AT CULVERT ENDS" SEE DETAIL ON SHEET 15. DATE IENTERED BY: K. LANE Platted By Kazuma Lane on 2/21/24 10:53 AM Saved By Dma71eon 2/19/24 2:09 PM g.AProject\2020\20155 port orchard Bethel and L 107+10.38 -- i 0. 10 +1 MATCH LINE M 52+35 SEE SHEET 11 .�I LSD SD -+ WI�0 SCALE IN FEET 3 0 10 20 `I + w w w- .M 52 .57, 23.54' I ILT FEN 0 G + + + + + + + + -- - ---- -- - �SF`� — —SF _ ` `.*. - -- G - -- � _ II � "SF�.�to o--G--- --- G- -- G-- CONSTRUCTION NOTES: I PERMANENT EROSION CONTROL NOTES: 1. ALL BMP NUMBERS CORRESPOND TO THE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON AND SHALL BE INSTALLED, MAINTAINED, AND REMOVED IN ACCORDANCE WITH SAID MANUAL. 2. SILT CFENCE SHALL BE PLACED 1 FOOT INSIDE LT AND GRUBBING LIMIT, UNLESS NOTED OTHERWISE ON PLAN SET. 3. CONTRACTOR SHALL INSTALL STABILIZED CONSTRUCTION ENTRANCES AT ACCESS POINTS TO THE WORK AREAS OR AS DIRECTED BY THE ENGINEER. 4. STOCKPILE LOCATIONS SHALL BE AS DETERMINED BY THE CONTRACTOR. 5. CONTRACTOR SHALL MAINTAIN BMP C150 ON —SITE IN AN AREA EASILY ACCESSIBLE. 6. SAMPLING LOCATIONS TO BE FIELD LOCATED BY CERTIFIED EROSION AND SEDIMENT CONTROL LEAD. 7. CONTRACTOR SHALL APPLY TEMPORARY EROSION CONTROL SEEDING FROM THE BACK OF SIDEWALK TO THE BOTTOM OR TOP OF SLOPE. REVISIONS 1. TOPSOIL TYPE C SHALL BE PLACED TO FINISHED GRADE IN ALL AREAS TO BE SEEDED AT A MINIMUM DEPTH OF 12 INCHES. ALL AREAS SHALL THAN BE HYDROSEEDED. 2. USE BMP C130: SURFACE ROUGHENING, BMP C125: TOP SOILING, AND BMP C123: PLASTIC COVERING AS REQUIRED TO PREPARE EXPOSED SURFACE FOR FINAL SEEDING AS DIRECTED BY THE ENGINEER. 3. GRADE AND DISTURBED AREAS BACK TO THEIR EXISTING CONDITION AND HYDROSEED THESE AREAS AS DIRECTED BY THE ENGINEER. 4. PLACE COTTON AND COMPOST SOCKS ON SLOPED AREAS THAT ARE LESS THAN 3H:1V, WITH A MINIMUM OF TWO PER SLOPE,. REFER TO WSDOT STANDARD PLAN I-30.40-1. 5. CONTRACTOR SHALL REMOVE ANY AND ALL TEMPORARY EROSION CONTROL MEASURES PRIOR TO INSTALLATION OF FINAL LANDSCAPE MATERIALS. THIS MAY INCLUDE REMOVAL OF TEMPORARY EROSION CONTROL SEEDED PLANTS. LL 106+34.52, 41.77' RT. BEGIN01 �H aHc r SKILL 1 NGS �009 9 W� FIST% 1�F' )NAL E�6 5016 Lacey Boulevard SE, Lacey, Washington 98503 2/21/2024 (360)491-3399 Fax (360) 491-3857 N�1 SD SD �_-- _ EX. ROW ^SF..- T G--- G —SF EX. ROW -_ 3 2 I 3 0 Lu MATCH LINE M 51+35�.` SEE SHEET 10 0 CHARD. PORT ORCHARD I 0 I 1 I I I I 1 KEYMAP BETHEL AVE, BETHEL RD, 20155 LINCOLN AVE SE, MITCHELL RD BID SE SHEET TEMPORARY EROSION & 08 WA SEDIMENT CONTROL PLAN 8 SHEETS LEGEND: SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA L 108+83.12, 29.92' LT. END �U ----SD LSD __­S— SD— SD - SG� ^ SCALE IN FEET �o� _ _ �_ - EX. ROW IS UPH UPH UPH UPH UPH Up[ -- UPH — UPri UPH Up' ' . \ UPH UPH UPH OHP ---vn--8P OHP OHP OHP OHP OHP OHP OHP UPH — O OHP OHP OH w TJPM1 OHP OHP �— _ — / O�1P — i HP \ SS —_ — —SS — —SS — —SS — SS — SS — — —SS — SS —SS —SS — SS — —S< , , w w L 109+05. EX RO'N� w p Sro so Md j ROJECT LIMITS � io; . w w LINCOLN AVE SE 109+50 109+72 �� L LINE _w- �w-w---w---w-- -w---w---`N---w---w---w---w- -w---w---ww---w---w-- P;0$+50--w---w-- j o-w---w- w---w---w-- mw w / - �w �08+34.89, 26.52' RT 1' OFFSET FROM EX. BACK OF C11R6 --Ss---' �G G� i w w i Y�w K ��� Ex•R MVS --G--G--G--G lei--G--G —G-- G-- —G — 4. — G—— G— G—G—GG EGG —G L 109+04.02, 19.25 RT. \ , END O I \ ® w " SF=— ow — G ��5�, '��w w ___--------- -- -- ---- - -- - EX. ROW s L 108+75.28, 23.14' RT 1' OFFSET FROM EX. BACK OF CURB CONSTRUCTION NOTES: 1. ALL BMP NUMBERS CORRESPOND TO THE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON AND SHALL BE INSTALLED, MAINTAINED, AND REMOVED IN ACCORDANCE ® EROSION CONTROL NOTES: WITH SAID MANUAL. HYDROSEEDING O HIGH VISIBILITY SILT FENCE SEE SHEET 12 DETAIL. PLACE 1' INSIDE OF RIGHT OF WAY CG CLEARING AND GRUBBING LIMITS UNLESS OTHERWISE STATED ON PLAN SHEET. -SF — — - HIGH VISIBILITY SILT FENCE O SILT FENCE SEE SHEET 13 DETAIL. TEMPORARY CONSTRUCTION EASEMENT O CATCH BASIN INLET PROTECTION SEE 14 DETAIL. EX. ROW 0 "EROSION CONTROL AT CULVERT ENDS" SEE DETAIL ON SHEET 15. 2. SILT FENCE SHALL BE PLACED 1 FOOT INSIDE CLEARING AND GRUBBING LIMIT, UNLESS NOTED OTHERWISE ON PLAN SET. 3. CONTRACTOR SHALL INSTALL STABILIZED CONSTRUCTION ENTRANCES AT ACCESS POINTS TO THE WORK AREAS OR AS DIRECTED BY THE ENGINEER. 4. STOCKPILE LOCATIONS SHALL BE AS DETERMINED BY THE CONTRACTOR. 5. CONTRACTOR SHALL MAINTAIN BMP C150 ON -SITE IN AN AREA EASILY ACCESSIBLE. 6. SAMPLING LOCATIONS TO BE FIELD LOCATED BY CERTIFIED EROSION AND SEDIMENT CONTROL LEAD. 7. CONTRACTOR SHALL APPLY TEMPORARY EROSION CONTROL SEEDING FROM THE BACK OF SIDEWALK TO THE BOTTOM OR TOP OF SLOPE. PERMANENT EROSION CONTROL NOTES: 1. TOPSOIL TYPE C SHALL BE PLACED TO FINISHED GRADE IN ALL AREAS TO BE SEEDED AT A MINIMUM DEPTH OF 12 INCHES. ALL AREAS SHALL THAN BE HYDROSEEDED. 2. USE BMP C130: SURFACE ROUGHENING, BMP C125: TOP SOILING, AND BMP C123: PLASTIC COVERING AS REQUIRED TO PREPARE EXPOSED SURFACE FOR FINAL SEEDING AS DIRECTED BY THE ENGINEER. 3. GRADE AND DISTURBED AREAS BACK TO THEIR EXISTING CONDITION AND HYDROSEED THESE AREAS AS DIRECTED BY THE ENGINEER. 4. PLACE COTTON AND COMPOST SOCKS ON SLOPED AREAS THAT ARE LESS THAN 3H:1V, WITH A MINIMUM OF TWO PER SLOPE,. REFER TO WSDOT STANDARD PLAN I-30.40-1. 5. CONTRACTOR SHALL REMOVE ANY AND ALL TEMPORARY EROSION CONTROL MEASURES PRIOR TO INSTALLATION OF FINAL LANDSCAPE MATERIALS. THIS MAY INCLUDE REMOVAL OF TEMPORARY EROSION CONTROL SEEDED PLANTS. DATE REVISIONS JOB NUMBER DESIGNED BY: K. LANE 2 21 24 NO. DATE aN.sAq �Ofj BETHEL AVE, BETHEL RD, 20155 ENTERED BY: K. LANE 2 21 24 ��e� ~Tx�� r SKI L L 1 NGS 'mow/ LINCOLN AVE SE, MITCHELL RD BID CHECKED R.: I. LEE P.E. 2/21 /24 ORCHARD SHEET PROD. ENGR.: I. LEE P.E. _ _ - Plottea eY Kozoroo Lone on 2/21 /20 PM AM Po 570NA E�Gl+�' 5016 Lacey Boulevard SE, Lacey, Washington 98503 TEMPORARY EROSION & OFF Saved By 'm 2 ten' on 2/19/24 209 PM (360) 491-3399 Fax (360) 491-3857 g :\P,.7',0 20 277 port orchard Bethel and Iincoln\CnD\sHEETs\2ois5_Ps_TS_os_I�Ev.dw 2/21/2024 PORT ORCHARD WA SEDIMENT CONTROL PLAN I SHEETS SEC. 35 & 36, T.24N., RAE., W.M., KITSAP COUNTY, WA SCALE IN FEET I 0 10 20 M 49+54.22, 28.73' LT EX. _ _ _ _ _ ROW a EX. ROW — — ------------- -- �—.— S��T—JS--<—tS—r �S�--<�is tjSt< : k a'�S kTt k��fak f jS f ka �j<S—af k�jSkkkE ek4STke<�k♦ff<at <�k kE f<<kE Ek <kE Ek<k<tk< EkE kk kE tkt<k<<<tk<a<<k f �/ < < f k < k ! ` k < `< k k♦ f o f ! a1 ♦ ! f f < kf k < k< k < <{ ♦ <f k k 1 t ! f ! k k < ♦ k < k k < k k k k k<`kk k kE<EkE k E< < a M 49+54.28, 12.04 LT k ` k < ! k ♦ < ` k <! ! k f k k kakk < f ! < f ! t ♦ < k k < < ! k ! k ♦ < ♦ ! k f < ! f k ! f < < < < f k < k k k ♦ xx __ 1 END < < ` k ! k♦ k << 1 k! f ! f ! ` f f f < ! k♦ f ! k t k k t k k f k ` k ! ♦ k k ! f < << ua 1 i I < f f f ! f k k < 'f f f t t ! k f f ! k f < E k k E % dH0 �/ < < -°! ♦ < ! f f f t f ! a f f E— ♦ • t f H,. f E < d ` k k ! k < t t t f ! ! a a • < dF{p dH0 --F d11Q d < E E t k f t �r� H dtip HOf�� ♦ f t e t k ! k dH0 dH0 HO dH0 - `nc�-<-- <{'HG ♦xx -icx lS c>i- x xx:l� Q.�r�"Ri x�iFgx xx�xx� x fxx-Xx lt-xxO xx-kxx-xx xxk-xx x -/cxx-fix zt-x�iS�- xx-scxx-4x f xa1Fx x x �°' _...I t t < t ! < ! < k k ! .tr < < x t ! Y f� ASS /" �" 1 ` t • k a • k a ! 1 ! f t cc f f—a <�$� < k ASS �� t S3 cS r�95 k S♦ ♦ a— t • �- SSk— ♦--t$$k— �! —CC -r f ! f ! F < • f ! f { • t a • t a Tf a f < k i f k t < ♦ a k S SS S SS sS♦—f < t a < ♦ f ! f -SS —SS — � —SS — � — � ♦ ! < < 10° / 49+00 allo - - -n"an- -nn - - HA1- - -An - R-drrCO= - D — SD - LEGEND: HYDROSEEDING —CO—CLEARING AND GRUBBING LIMITS 'SAW SAW SA L/ D MITCHELL RD SE _ cf) � 49+50 50+00 50+50 - rrI = I M LINE cn z M 49+50.00 = m PROJECT LIMITS AAI o � AA H,,n M - VWMfI SM I, HdfM - - S(J Hdfl M - SAMdFlm HdN1-Hdfl-P/r AMdl1_ - - - _ _ Hdn - _ _ - - - 3 O Ul < k ._<-<- - - - - -<- - -.- - -•- -- -- - M—M Hdf+ -- - -M - - -M W CA k < ! << kk < f! f ! ! ! ! ! < ! ! ! ♦ ! ! ♦ ♦ < Nf `! f < k kf < f k < ♦` f < f f !< ♦ < ! ♦ ! f tf < < <f < ♦ < < ! !♦ ♦! f ♦! ! f < < ♦ ! f f ♦ f ♦ k ! ♦ f ! t ff ! ♦ f U7 Y_ � < k < < <k < k ` t <k ` k k ` f ! ` < k < k ` < < ! < < < < ` k < ` k t k k t k k kf k k f< k < < ! f < ! k < ! k ♦ k! k k<f k k k f k k f f k k < t k k < k < k < k < f k k < <1 f1 k M 49+54.12, 125SEND � < < f < 3 f k k E < ` <f < k < k < < < f ` ! < ` k f < < < k f ` ` f f < • . k k < k < k < k k k k < ! ♦ ! k ! < << f k f k f < f < f < <` f k < k ` f k ♦ < k < f < �< f k 4 kk !! <♦ f << k < k k << < k f k< k kk f k k` t k k f k ` f kk ` kl SF a —SF j' t SF �f— —3F - J- t SF� —'—SF - i -SP NSF<— < k < < k < f < k k < ♦ < < < f k < k < f < < k < f yl - - - - - - - - - t k k k ♦ k k t ! < ! < < k k ` k R Ll f EX. ROW Ik k k < k k k k k k< << ♦` <' 1 k k f f k< I NI< k k< f k k f f < < f < f k k k k t f k k f k k f ! f ! f k ! 1 t f f k < k < < < < k ! ` ♦ ` f < k ` k ! < 3 < f ♦ I ` < k f k ` k k♦ k k k t k ! i � ♦ I M 50+51.11, 28.45' RT <�57 s fSF !—k NSF `_ 3- =SFf<= —k 'SF_ �—`—sR = ' _ EX. ROW M 49+54.41, 28.77' RT Ot M 50+52.75, 39.9T RT / ® EROSION CONTROL NOTES: Oj HIGH VISIBILITY SILT FENCE SEE SHEET 12 DETAIL. PLACE 1' INSIDE OF RIGHT OF WAY UNLESS OTHERWISE STATED ON PLAN SHEET. -SF — — - HIGH VISIBILITY SILT FENCE O SILT FENCE SEE SHEET 13 DETAIL. TEMPORARY CONSTRUCTION EASEMENT O CATCH BASIN INLET PROTECTION SEE 14 DETAIL. EX. ROW 0 "EROSION CONTROL AT CULVERT ENDS" SEE DETAIL ON SHEET 15. DATE (ENTERED BY: K. LANE CHECKED BY. I. LEE P Plotted By: Kazuma Lane on 1/21/24 10:53 AM Saved By Dmaertene on 2/19/24 2:09 PM g:AProject\2020\20155 port orchard bethel and REVISIONS CONSTRUCTION NOTES: 1. ALL BMP NUMBERS CORRESPOND TO THE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON AND SHALL BE INSTALLED, MAINTAINED, AND REMOVED IN ACCORDANCE WITH SAID MANUAL. 2. SILT FENCE SHALL BE PLACED 1 FOOT INSIDE CLEARING AND GRUBBING LIMIT, UNLESS NOTED OTHERWISE ON PLAN SET. 3. CONTRACTOR SHALL INSTALL STABILIZED CONSTRUCTION ENTRANCES AT ACCESS POINTS TO THE WORK AREAS OR AS DIRECTED BY THE ENGINEER. 4. STOCKPILE LOCATIONS SHALL BE AS DETERMINED BY THE CONTRACTOR. 5. CONTRACTOR SHALL MAINTAIN BMP C150 ON -SITE IN AN AREA EASILY ACCESSIBLE. 6. SAMPLING LOCATIONS TO BE FIELD LOCATED BY CERTIFIED EROSION AND SEDIMENT CONTROL LEAD. 7. CONTRACTOR SHALL APPLY TEMPORARY EROSION CONTROL SEEDING FROM THE BACK OF SIDEWALK TO THE BOTTOM OR TOP OF SLOPE. P:A rSKI LLINGS lSTER�'91�F� �NA�eea 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360)491-3399 Fax (360) 491-3857 PERMANENT EROSION CONTROL NOTES: 1. TOPSOIL TYPE C SHALL BE PLACED TO FINISHED GRADE IN ALL AREAS TO BE SEEDED AT A MINIMUM DEPTH OF 12 INCHES. ALL AREAS SHALL THAN BE HYDROSEEDED. 2. USE BMP C130: SURFACE ROUGHENING, BMP C125: TOP SOILING, AND BMP C123: PLASTIC COVERING AS REQUIRED TO PREPARE EXPOSED SURFACE FOR FINAL SEEDING AS DIRECTED BY THE ENGINEER. 3. GRADE AND DISTURBED AREAS BACK TO THEIR EXISTING CONDITION AND HYDROSEED THESE AREAS AS DIRECTED BY THE ENGINEER. 4. PLACE COTTON AND COMPOST SOCKS ON SLOPED AREAS THAT ARE LESS THAN 3H:1V, WITH A MINIMUM OF TWO PER SLOPE,. REFER TO WSDOT STANDARD PLAN 1-30.40-1. 5. CONTRACTOR SHALL REMOVE ANY AND ALL TEMPORARY EROSION CONTROL MEASURES PRIOR TO INSTALLATION OF FINAL LANDSCAPE MATERIALS. THIS MAY INCLUDE REMOVAL OF TEMPORARY EROSION CONTROL SEEDED PLANTS. ORCHARD PORT ORCHARD i 1 KEYMAP BETHEL AVE, BETHEL RD, 20155 LINCOLN AVE SE, MITCHELL RD BID SE SHEET TEMPORARY EROSION & of WA SEDIMENT CONTROL PLAN 8 SHEETS SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA 5 2525 BETHEL RD SE PORT ORCHARD, WA 98366 M 54+10.91, 29.84' LT y 4( �( py "'GA iF + —YkS"� -Ti zk AS k frt. . �7AS /�• fi /`�f lY" k ` {f ` kf <�! f Tt �F �� a- �P 1N is— �k — — — — — — — — T/k_RQW — — — — f t !''`! • ! k k ` k ` ` k< ` ` kk ` k ` ! i` � t fk• f•k•, •}k f<h �ikkk kkfkt tfk !k k kf k f ik{` ik kk<k<iikk kl �`•k{ k` k `!k`I i • i ! ! • f k �l�yf�f i k k{ k ik�f )i k k k_ t ! { i ! lt� _ ,/ t��l,) (� i k < t ` t ` f ` t — k ` ! ` ! `-�Y ` fki i{kk ` t k < ` f ` f ` f....: ` < • k ` k < • ` k < { ` ♦•.... ` k ` 4 ` k ` { k ��t�S�� ` k !1 M 54+10.30, 11.28 LT ! k ! i k . f k f ` •.� k � • • `kk f • Ik ! Ti O END f f k ! k k t k `kk ` t t{/(t�f�`/fit f ! • ` k ♦ t k f f k . ! fk ♦/ ! t t f C f k ! 9 k • k < "�A k f k k < ib k f f -� ! f k k { k • { kk ` `kk< ` k • ` ` !,` `< k k \{--\{ k { 1 t f O k • ! k t k� t t f f t f • ! ` k k t k f- k ♦ \_k{k i `kkkk `ikl UPH UPHT-_____ • f t ! ! k ! k k t k �f ff ` k f ` ! t ! k ! t f f t f f ! • k k' ` k f ` f ` f `! •• ` ` ` k t k f k k ` k ` f ` k ` k ` k ` k `• ` t t! f i h' k t t f f t ! ! ! ! k k • t k k ` f < •• I` ! ! k k k k • • f ! f ` t< ` { • ` { ` { kk{k kk k f ! SD f ! • k ` k k SD s° s \� �U sD SD MITCHEL�R)D S 3 53+00 53+50 M LINE — Hd0 dTl7G*— Hdn ! • • k < • ` k ` f ` <G t— G—i-� k < ! Sp— —< tSD f • k • ! SS � k ! k • • k • • k • ! ` f f ! ! ! k ` k ` k • k f < f •• k kk k• f k f i • < f k k k i k f f k ! f k ! f kk< kk=l! • • k ! �S ` • ` —k`jy• ` kk`k kk`k ` f • • -r ! _ - - - - - - - <k� - —n�--- nn— _d` ROW - - - - LM 52+68.31, 32.97' RT BEGIN 0 1 M 53+32.41, 34.49' RT O BEGIN 2585 & 2587 MITCHELL RD SE PORT ORCHARD, WA 98366 LEGEND: 0 HYDROSEEDING CG— CLEARING AND GRUBBING LIMITS I 54+00 �4+12 o i M 54+11.00 PROJECT LIMITS Hd0 Hdn — Hd0 Hdn ! V 1 — G G — — G — 6 4 - G G — ! • • f • k • { •! — G — — G — — G — — G � G G G _ _ G _ — G G � G - G G G - G - • SD— SD— — — sD — — k� kt ` k kk`J B53 EGIN Oj 6, 12c73' RT k —SS — _ —SS — — — - k .S' —SS — — —.Scu { ` �SS{_ • k !k � i SS —SS —SS L7 k ` • ` • ` < ` f ' k ca - - - - — _ — — •— !g— L _ _ -M - -M - -- ,4 rF ., 0 ., ., ., 0 jL,\/ ® EROSION CONTROL NOTES: O1 HIGH VISIBILITY SILT FENCE SEE SHEET 12 DETAIL. PLACE 1' INSIDE OF RIGHT OF WAY UNLESS OTHERWISE STATED ON PLAN SHEET. -SF — — - HIGH VISIBILITY SILT FENCE O SILT FENCE SEE SHEET 13 DETAIL. TEMPORARY CONSTRUCTION EASEMENT O CATCH BASIN INLET PROTECTION SEE 14 DETAIL. EX. ROW 0 "EROSION CONTROL AT CULVERT ENDS" SEE DETAIL ON SHEET 15. CONSTRUCTION NOTES: 1. ALL BMP NUMBERS CORRESPOND TO THE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON AND SHALL BE INSTALLED, MAINTAINED, AND REMOVED IN ACCORDANCE WITH SAID MANUAL. 2. SILT FENCE SHALL BE PLACED 1 FOOT INSIDE CLEARING AND GRUBBING LIMIT, UNLESS NOTED OTHERWISE ON PLAN SET. 3. CONTRACTOR SHALL INSTALL STABILIZED CONSTRUCTION ENTRANCES AT ACCESS POINTS TO THE WORK AREAS OR AS DIRECTED BY THE ENGINEER. 4. STOCKPILE LOCATIONS SHALL BE AS DETERMINED BY THE CONTRACTOR. 5. CONTRACTOR SHALL MAINTAIN BMP C150 ON -SITE IN AN AREA EASILY ACCESSIBLE. 6. SAMPLING LOCATIONS TO BE FIELD LOCATED BY CERTIFIED EROSION AND SEDIMENT CONTROL LEAD. 7. CONTRACTOR SHALL APPLY TEMPORARY EROSION CONTROL SEEDING FROM THE BACK OF SIDEWALK TO THE BOTTOM OR TOP OF SLOPE. 89.02, 35.34 RT PERMANENT EROSION CONTROL NOTES: 1. TOPSOIL TYPE C SHALL BE PLACED TO FINISHED GRADE IN ALL AREAS TO BE SEEDED AT A MINIMUM DEPTH OF 12 INCHES. ALL AREAS SHALL THAN BE HYDROSEEDED. 2. USE BMP C130: SURFACE ROUGHENING, BMP C125: TOP SOILING, AND BMP C123: PLASTIC COVERING AS REQUIRED TO PREPARE EXPOSED SURFACE FOR FINAL SEEDING AS DIRECTED BY THE ENGINEER. 3. GRADE AND DISTURBED AREAS BACK TO THEIR EXISTING CONDITION AND HYDROSEED THESE AREAS AS DIRECTED BY THE ENGINEER. 4. PLACE COTTON AND COMPOST SOCKS ON SLOPED AREAS THAT ARE LESS THAN 3H:1V, WITH A MINIMUM OF TWO PER SLOPE,. REFER TO WSDOT STANDARD PLAN I-30.40-1. 5. CONTRACTOR SHALL REMOVE ANY AND ALL TEMPORARY EROSION CONTROL MEASURES PRIOR TO INSTALLATION OF FINAL LANDSCAPE MATERIALS. THIS MAY INCLUDE REMOVAL OF TEMPORARY EROSION CONTROL SEEDED PLANTS. 2535 MITCHELL RD SE PORT ORCHARD, WA 98366 SCALE IN FEET 0 10 20 L II III 1 KEYMAP ►O1 DATE REVISIONS JOB NUMBER DESIGNED BY: K. LANE z z1 24 NO. DATE aN �� BETHEL AVE, BETHEL RD, 20155 ENTERED BY: K. LANE 2 21 24 ��e� ~Tx�� r SKI L L 1 NGS LINCOLN AVE SE, MITCHELL RD BID CHECKED R.: I. LEE P.E. 2/21/24 ORCHARD SHEET PROJ. ENGR.: I. LEE P.E. _ _ - Plottea eY Kozaroo bone on 2/2t/24 togs AM Po 57oNA E�Gl��' 5016 Lacey Boulevard SE, Lacey, Washington 98503 TEMPORARY EROSION & Or Saved By Dmaertene on 2/19/24 2:09 PM (360) 491-3399 Fax (360) 491-3857 g :\Pro'ect\2020\20155 port orchard bethel and Iincoln\CAD\SHEETS\20155_PS_TS_05_REV.dw 2/21/2024 PORT ORCHARD WA SEDIMENT CONTROL PLAN SHEETS rn POST —SEE STANDARD w SPECIFICATION, SECTION 8-01.3(9)A W m J J_ m r m z a 0 GEOTEXTILE BACKFILLED & COMPACTED NATIVE SOIL �WWI BURY GEOTEXTILE IN TRENCH FASTEN GEOTEXTILE TO POST EVERY 6" (IN.) O.C. O SELF-LOCKING TIE -NYLON 6/6 (MIN. GRADE), 120# MIN. TENSILE STRENGTH, UV STABILIZED QO� NOTE DURING EXCAVATION, MINIMIZE DISTURBING THE GROUND AROUND TRENCH AS MUCH AS IS FEASIBLE, AND SMOOTH SURFACE FOLLOWING EXCAVATION TO AVOID CONCENT- RATING FLOWS. COMPACTION MUST BE ADEQUATE TO PREVENT UNDERCUTTING FLOWS. imp / TYPICAL INSTALLATION DETAIL (STEEL POSTS SHOWN) SEE NOTE 1 Qe AFT T iT�A/co�2 ¢O� NOTES 1. Angle Terminal end uphill 24" (in) to 48" (in) to prevent flow around fence (Typical). 2. Perform maintenance in accordance with Standard Specification, Sections 8-01.3(9)A and 8-01.3(15). 3. Splices shall never be placed in low spots or sump locations. If splices are located in low or sump areas, the fence may need to be reinstalled unless the Project Engineer approves the installation. 4. Install silt fencing parallel to mapped contour lines. SEE NOTE 1 GEOTEXTILE FOR HIGH VISIBILITY SILT FENCE COLOR - ORANGE - SEE STANDARD SPECIFICATION SECTION 9-33.2 (1), TABLE 6 OP Q<2— TYPICAL HIGH VISIBILITY SILT FENCE WITHOUT BACKUP SUPPORT ISOMETRIC (STEEL POSTS SHOWN) POST - WOOD OR STEEL (TYPICAL) FASTEN GEOTEXTILE TO POST EVERY 6" (IN.) O.C. DEE H.1 T �.fa►� Q O �o O 0 EX _ �Hartwig, 1 � Jun 4 2019 0:48 AM �osgr, HIGH VISIBILITY SILT FENCE STANDARD PLAN 1-30.17-01 SHEET 1 OF 1 SHEET SPLICED FENCE SECTIONS SHALL BE CLOSE ENOUGH TOGETHER TO PREVENT SILT LADEN WATER FROM ESCAPING THROUGH THE APPROVED FOR PUBLICATION FENCE AT THE OVERLAP. JOINING SECTIONS SHALL NOT BE PLACED Roark, Stcvc IN LOW SPOTS OR IN SUMP LOCATIONS. Ian 12 2019 7:42 AM STATE DESIGN ENGINEER SPLICE DETAIL AMIL Washington State Department of Transportation (WOOD POSTS SHOWN) -" DATE REVISIONS JOB NUMBER DESIGNED BY:K LANE 2 21 24 NO. DATE oNws��G BETHEL AVE, BETHEL RD, 20155 ENTERED BY: K. LANE 1 2/21/24 Q {� T�� LINCOLN AVE SE MITCHELL RD PID CHECKED BY: I. LEE P.E. 2/21/24 SKILL 1 NGS QkCHARD SEPROJ. ENGR.: LEE P.E 2 21 24 SHEET 5- - Plotted By, Kazuma lore or 2/z2/2a to53 AM o roNn�ev'���� 5016 Lacey Boulevard SE, Lacey, Washington 98503 TEMPORARY EROSION & of Saved By: Jsims on 1/22/24 1r.25 PM (360) 491-3399 Fax (360) 491-3857 89 g: �Pro]ecl�2D2o '2 "5 port orchard Bethel and rircom\CAD\SHEETS\20155—PS_TS_DET_l.dwg 2/21/2024 1 PORT ORCHARD WA SEDIMENT CONTROL DETAIL SHEETS POST —SEE STD. SPEC. 8-01.3(9)A W IY m J J m Q� Q GEOTEXTILE • ; V11111,111104 • .. _ • 1111 • �T'O/%�1�1�1�1�1 '� -• 1`�111�11 BURY GEOTEXTILE IN TRENCH \+ FASTEN GEOTEXTILE TO POST EVERY 6" (IN.) O.C. z N SELF-LOCKING TIE —NYLON 6/6 (MIN. GRADE), 120# MIN. TENSILE STRENGTH, UV STABILIZED sy� g �'oic�Gi o �� Q fV ¢O� NOTE DURING EXCAVATION, MINIMIZE DISTURBING THE GROUND AROUND TRENCH AS MUCH AS IS FEASIBLE, AND SMOOTH SURFACE FOLLOWING EXCAVATION TO AVOID CONCENT- RATING FLOWS. COMPACTION MUST BE ADEQUATE TO QQ� PREVENT UNDERCUTTING FLOWS. TYPICAL INSTALLATION DETAIL (STEEL POSTS SHOWN) i i SEE NOTE 1 NOTES 1. Install the ends of the silt fence to point slightly upslope to prevent sediment from flowing around the ends of the fence. 2. Perform maintenance in accordance with Standard Specifications 8-01.3(9)A and 8-01.3(15). 3. Splices shall never be placed in low spots or sump locations. If splices are located in low or sump areas, the fence may need to be reinstalled unless the Project Engineer approves the installation. 4. Install silt fencing parallel to mapped contour lines. SEE NOTE 1 Q / .'� GEOTEXTILE FOR SILT FENCE — SEE S1 SPECIFICATION SECTION 9-33.2 (1), TABLE 6 POST — WOOD OR STEEL (TYPICAL) Q4� FASTEN TO POST EVERY 6" O.0 �o Q TYPICAL SILT FENCE WITHOUT BACKUP SUPPORT ISOMETRIC (STEEL POSTS SHOWN) FABRIC (GEOTEXTILE) (TYPICAL) SPLICED FENCE SECTIONS SHALL BE CLOSE ENOUGH TOGETHER TO PREVENT SILT LADEN WATER FROM ESCAPING THROUGH THE FENCE AT THE OVERLAP. SPLICE DETAIL (WOOD POSTS SHOWN) STATE OF WASHINGTON REGISTERED ^� LANDSCAPE ARCHITECT v ANDRA L. SALISBURY CERTIFICATE NO. 000860 NOTE' THISII NISNOTALEG&ENGINEEMGDOCU. MENT BUT AN ELECTRONIC DUPLIGITE THEOPoGMAL, SIGNED BY THE -AND APPROVED FOR PUBLIGITION, IS KEPT ONFILEAT THE WASHINGTON STA7EDEPART- MENTOFTRANSPLY2TAnON. ACOPYMAYBEOBTAINEDUPONREQI ST. SILT FENCE STANDARD PLAN 1-30.15-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakotich 111 3122113 STATE DESIGN ENGINEER DATE Amok T Washington State Department of Transportation DATE REVISIONS JOB NUMBER DESIGNED BY: K LANE 2 21 24 NO. DATE oNw s��c ���(/{/ BETHEL AVE, BETHEL RD, 20155 ENTERED BY: K. LANE 2/21/24 LINCOLN AVE SE, MITCHELL RD CHECKED : I. LEE P.E. 2/21/24 SKILL 1 NGS ORCHARD PROJ. ENGR.R.: I LEE P.E. 2 21 24 � SE SHEET Plotted By, Kazurno Lane on 2/21/24 io53 aU SONn�eN°�5016 Lacey Boulevard SE, Lacey, Washington 98503 TEMPORARY EROSION & OF Saved By: Jsims on 1/22/24 11 25 PM (360) 491-3399 Fax (360) 491-3857 89 g:�PLo�eei�2o2o�20155 po,r o h6 ,d demei -d ri,eom\CAD\SHEETS\2oi55_Ps_TS_DET_1A.g 2/21/2024 PORT ORCHARD WA SEDIMENT CONTROL DETAIL SHEETS 0 NOTES 0 1. Size the Below Inlet Grate Device (BIGD) for the storm water structure it a will service. Cn r 2. The BIGD shall have a built-in high -flow relief system (overflow bypass). m 3. The retrieval system must allow removal of the BIGD without spilling the collected material. 0 SEDIA SECTION VIEW NOT TO SCALE kSS LATE DEVICE DRAINAGE GRATE RECTANGULAR GRATE SHOWN BELOW INLET GRATE DEVICE 4. Perform maintenance in accordance with Standard Specification 8-01.3(15) ISOMETRIC VIEW RETRIEVAL SYSTEM (TYP.) OVERFLOW BYPASS (TYP.) STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT MARK Wo MAURER CERTIFICATE NO. 000598 STORM DRAIN INLET PROTECTION STANDARD PLAN 1-40.20-00 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakotich Ill 09-20-07 STATE DESIGN ENGINEER DATE Washington State Department of Transportation DATE REVISIONS JOB NUMBER DESIGNED BY: K. LANE 2 21 24 NO. DATE aN �Ofj BETHEL AVE, BETHEL RD, 20155 ENTERED BY: K. LANE 2 21 24 ��eNTx�� SKILL 1 NGSQkCHARD'wLINCOLN AVE SE, MITCHELL RD CHECKED BY: I. LEE P.E. 2/21/24 SE sBEET PROJ. ENGR.: I. LEE P.E. 2 21 24 �o e5sr9av ewe � Plotted By.Nommo Lane on 2/21/24 toa3 AM 4 SroNn�e�y6�� 5016 Lacey Boulevard SE, Lacey, Washington 98503 TEMPORARY EROSION & OF Saved By dsims on 1/22/2411*25 PM (360) 491-3399 Fax (360) 491-3857 89 g:7Pro �1 2o2o 201 5 Post orchard eethei and i���om�eno�sHEE1s�2oiss�s_1s_oE1_1.dwg 2/21/2024 PORT ORCHARD WA SEDIMENT CONTROL DETAIL SHEETS PLACE SAND BAGS AS REQUIRED AROUND CULVERT TO PROVIDE SUPPORT FOR SILT FENCE N� DATE I REVISIONS IENTERED BY: K. LANE Platted By Kamm' Lane on 2/21/24 10:53 AM Saved By Jsi— on 1/22/24 11:25 PM g.AProject\2020\20155 port orchard Bethel and SILT FENCE - SEE STD. PLAN 1-30.10 CULVERT, BOX CULVERT, OR PIPE ARCH - END TREATMENT VARIES SILT FENCE DESIGN COMPOST BERM - SEE STD. PLAN 1-80.10 CULVERT, BOX CULVERT, OR PIPE ARCH - END TREATMENT VARIES Q COMPOST BERM DESIGN GEOTEXTILE FOR TEMPORARY SILT FENCE - SEE STD. SPEC. 9-33.2(1), TABLE 6 FLOW _ EDGE OF GEOTEXTILE P: r SKILL 1 NGS lSTERT'91�F� )NAL E�6 5016 Lacey Boulevard SE, Lacey, Washington 98503 2/21/2024 (360)491-3399 Fax (360) 491-3857 SECTION O 0 CHARD. PORT ORCHARD NOTE Perform maintenance in accordance with Standard Specification 8-01.3(9)A and 8-01.3(15). POST -- SEE STD. SPEC. 8-01.3(9)A) EMBED POSTS INTO SAND BAGS AS REQUIRED STATE OF WASHINGTON REGISTERED VUV REGISTERED ^� LANDSCAPE ARCHITECT v MARK W. MAURER CERTIFICATE NO. 000598 NOTE' MgRANISNOTALEGALENGINEERINGDOCU- MENTBUTANEIECTRONICWPLIUTE ME ORIGINAL, SIGNED BY ME ENGINEER AND APPROIED FORPUBLICANON, ISXEPTONF ATTHEWASHINGTONSTATE DEPART- MENTOFTRANSPORTATM ACOPYMAYBEOSTAINEDUPONREQUEST. EROSION CONTROL AT CULVERT ENDS STANDARD PLAN 1-30.20-00 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakotich 111 09-20-07 STATE DESIGN ENGINEER DATE UPWashington State Department of Transportation BETHEL AVE, BETHEL RD, 20155 LINCOLN AVE SE, MITCHELL RD PID SE SHEET TEMPORARY EROSION & DF WA SEDIMENT CONTROL DETAIL 80 SHEETS VARIES I MATCH EX. ROADWAY WIDTH I MATCH EX. ROADWAY WIDTH I VARIES LANE I LANE ASPHALT I ASPHALT 3, TAPER TAPER 5, 2_0% MATCH EX. MATCH EX. 2 0% --------------------------1 -------------------------- 3• 7 SAWCUT I SAWCUT 5 3.7 5 LINE I LINE 7 MITCHELL RD SE TYPICAL ROADWAY SECTION - 8 NTS STA M 47+72.59 TO STA M 48+12.59 VARIES MATCH EX. ROADWAY WIDTH MATCH EX. ROADWAY WIDTH VARIES ASPHALT LANE LANE ASPHALT 3, t TAPER I TAPER 31 2.0% MATCH EX. I MATCH EX. 2.0% ---- ---- -------- ----- ----- SAWCUT 4 0'2 3 I 3 0.2' q SAWCUT LIMITCHELL RD SE TYPICAL ROADWAY SECTION - 7NE NTS STA M 48+12.59 TO STA M 48+22.59 VARIES 10-12' 1 VARIES 10-12' LANE I 2.0% I 2.0% I to 0.5� 7 5 5 7 MITCHELL RD SE TYPICAL ROADWAY SECTION - 2 NTS STA 48+22 TO STA 48+95 STA 50+95 TO STA 51+28 1.513' 1 VARIES 3'-9' 13' LANE I SPI ITTFR I LANE 2.0% 1 ��T-� 1 2.0% I 10 5 0.5' 7 15 MITCHELL RD SE TYPICAL ROADWAY SECTION - 3 NTS STA 48+95 TO STA 49+60 STA 50+41 TO STA 50+95 1' 6' 1' 1. 5'1 20' 2.17' SIDEWALK CIRCULATING ROADWAY 2.0% 10 0.5' 7 5 16 6 MITCHELL RD SE TYPICAL ROUNDABOUT SECTION - 3 NTS DATE I REVISIONS ENTERED BY: K. LANE CHECKED BY: I. LEE P.E. PROJ. ENGR.: I LEE P.E. Plotted By Kazuma Lane on 2\21\24 1053 AM Saved By: Klane on 2\19\24 10.16 PM g.AProject\2020\20155 port orchard bethel and 10' TRUCK APRON 2.0% 7 ROADWAY SECTION KEY NOTES: O EX. ROADWAY BASE Q 0.2' PLANING & INLAY Q 0.5' HMA CLASS 1/2" PG 58H-22 (2 LIFTS OF 3" & 3"). O6 0.5' CRUSHED SURFACING BASE COURSE (CSBC). WSDOT SPEC. STANDARD 9-03.9(3). O 1.0' CRUSHED SURFACING BASE COURSE (CSBC). WSDOT STANDARD SPEC 9-03.9(3). OS 0.33' CEMENT CONC. SIDEWALK, 0.5' WHEN UNDER DRIVEWAYS O 0.2' CRUSH SURFACING TOP COURSE (CSTC). WSDOT STANDARD SPEC. 9-03.9(3). LO CEMENT CONC. CURB & GUTTER. SEE WSDOT STD PLAN F-10.12-04 ON SHEET 32. 11 1.0' TOPSOIL TYPE A 12 0.5' TEXTURED & PIGMENTED CEMENT CONC. PAVEMENT t3 0.33' CRUSHED SURFACING BASE COURSE (CSTC). WSDOT STANDARD SPEC. 9-03.9(3). O15 ROUNDABOUT CEMENT CONC. CURB & GUTTER (CURB 2). SEE WSDOT STD PLAN F-10.18-03 ON SHEET 33. ROADWAY SECTION NOTES: Z1 1. ALL SURFACING AND PAVING DEPTHS ARE COMPACTED DEPTHS. 2. GRAVEL BORROW SHALL BE USED FOR FILL MATERIAL AND COMPACTED TO 95% OF MAXIMUM DENSITY PER STD. SPEC. 2-03.3(14)C. K2'7 �0.5' 4' JH� F WASH �� �SKILLINGS r- ±STt4 wwe Na,,e 5016 Lacey Boulevard SE, Lacey, Washington 98503 2/21/2024 (360)491-3399 Fax (360) 491-3857 5' CENTER ISLAND ORCHARD PORT ORCHARD BETHEL AVE, BETHEL RD, 20155 LINCOLN AVE SE, MITCHELL RD 91D SE SHEET TYPICAL ROADWAY of WA SECTIONS SETS 6' 1' 1.5' 12.9' 9' 13.1' SIDEWALK LANE SPUTTER LANE ISL ND 2.0% 2.0% 0.5'q 7 0.5'1 MITCHELL RD SE TYPICAL ROADWAY SECTION - 3 .r9 STA M 50+54 TO STA L 107+03 STA L 105+97 TO STA M 49+52 STA L 105+96 TO STA M 50+54 STA M 49+34 TO STA L 107+03 2' VARIES 10-12' VARIES 10-12' 2' LANE I LANE EX_ SLOPE EX. SLOPE - 10 - - SAWCUT - - I SAWCUT 10 LINE I LINE MITCHELL RD SE TYPICAL ROADWAY SECTION - 4 NTS STA L 108+60.67 TO STA L 108+70.28 2' VARIES 10-12' VARIES 10-12' 2' LANE I LANE MATCH EX. SLOPE MATCH EX. SLOPE 10 -- --- -------------I-------- 7 5 5 10 SAWCUT 7 SAWCUT LINE LINE MITCHELL RD SE TYPICAL ROADWAY SECTION - 5 NTS STA L 108+70.28 TO STA L 109+04.24 12.9' 1 1 9' 1 13, 1' 6' SIDEWALK 11.5'11'I 5 6' 1 3� 0.5' 6' 1 6' EWALK �D� 8 3, 7 2) 9 LANE SPUTTER I ND LANE SID 1 5 MAX % LINCOLN AVE SE TYPICAL ROADWAY SECTION - 1 NTS �a 7' SIDEWALK 1.5% MAX -1 r0.5' LINCOLN AVE SE TYPICAL ROADWAY SECTION - 1 NTS 10 STA 107+60 TO STA 108+45 ROADWAY SECTION KEY NOTES: OS 0.5' HMA CLASS 1/2" PG 581-1-22 (2 LIFTS OF 3" & 3"). 0 0.5' CRUSHED SURFACING BASE COURSE (CSBC). WSDOT SPEC. STANDARD 9-03.9(3). 0 1.0' CRUSHED SURFACING BASE COURSE (CSBC). WSDOT STANDARD SPEC 9-03.9(3). 0 0.33' CEMENT CONC. SIDEWALK, 0.5' WHEN UNDER DRIVEWAYS. 0 0.2' CRUSH SURFACING TOP COURSE (CSTC). WSDOT STANDARD SPEC. 9-03.9(3). 10 CEMENT CONC. CURB & GUTTER. SEE WSDOT STD PLAN F-10.12-04 ON SHEET 32. 12 0.5' TEXTURED & PIGMENTED CEMENT CONC. PAVEMENT 13 0.33' CRUSHED SURFACING BASE COURSE (CSTC). WSDOT STANDARD SPEC. 9-03.9(3). ROUNDABOUT CEMENT CONC. CURB & GUTTER (CURB 2). SEE WSDOT STD PLAN 15 F-10.18-03 ON SHEET 33. 16 ROUNDABOUT TRUCK APRON CEMENT CONC. CURB & GUTTER (CURB 1). SEE WSDOT STD. PLANS F-10.18-03 ON SHEET 33. 17 ROUNDABOUT CENTRAL ISLAND CEMENT CONC. (CURB 3). SEE WSDOT STD. PLAN F-10.18-03 ON SHEET 33. ROADWAY SECTION NOTES: 1. ALL SURFACING AND PAVING DEPTHS ARE COMPACTED DEPTHS. 2. GRAVEL BORROW SHALL BE USED FOR FILL MATERIAL AND COMPACTED TO 95% OF MAXIMUM DENSITY PER STD. SPEC. 2-03.3(14)C. 0.17' COMPACTED DEPTH (GRIND AND INLAY WITH HMA CL 1/2 IN. PG58H-22 EXISTING HMA J ASPHALT PAVING (GRIND AND INLAY) SECTION DETAIL NOT TO SCALE N FULL DEPTH PAVING o VARIES SEE ABOVE EX. ROADWAY PLANING BITUMINOUS PAVEMENT 0.17' COMPACTED DEPTH REQUIRED. HMA CL 1/2 IN. PG 58H-22 BUTT JOINT PLANING DETAIL NOT TO SCALE DATE REVISIONS JOB NUMBER DESIGNED BY: K LANE 2 21 24 NO. DATE oNw x� �� BETHEL AVE, BETHEL RD, 20155 ENTERED BY: K. LANE 2/21/24 _ �{ `o��� LINCOLN AVE SE, MITCHELL RD BID CHECKED : I. LEE P.E. 2/21/24 SKILL 1 NGS p CHARD `SE PROJ. ENGR.R.: LEE P.E 2 21 24 SHEET e Plotted By Kazuma Lane on 2\21\24 1053 AM _ORCHARD 17 `S10NAL EdG 5016 Lacey Boulevard SE, Lacey, Washington 98503 TYPICAL ROADWAY or Saved By: Kane on 2/19/24 10:16 PM (360) 491-3399 Fax (360) 491-3857 89 q:AProject\2o2o\2o1e5 port orchard Bethel and rincoln\CAD\sll-ITS\20155 Ps_se_RW_02dwq 2/21/2024 PORT ORCHARD WA SECTIONS I SHEETS I O O +1 NI W U) LU J Z J W m 2 LU m + ° SEC. 35 & 36, T.24N., RAE., W.M., KITSAP COUNTY, WA % >� M 52+53.25, 22.60' LT END THICKENED SLAB EDGE L 106+58.40, 27.23' LT SEE SHEET 56 BEGIN THICKENED SLAB EDGE s ` SEE SHEETS 56 1 16 BEGIN 21 END M 52+37.18, 26.84' LT Qj END L 105+79.99, 9.98' LT - - - _ EX_ ROW L 106+59.49, 20.59' LT M 52+34.23, 21.36' LT MATCH EX. - - _ 1 16 BEGIN 21 END 16 END L 105+63.11, 20.99' LT �j BEGIN 05+ 9803' T - - - - _ _ MATCH BEGIN BEGIN L 1.99, . LEND 7Q - ----- _ ' J 0 L 106+07.16, 24.08' LT L 105+61.46, 18.53' LT BEGIN 21 - - - _ . ° 15.88' MATCH EX. BEGIN SAW CUT J ° Q BEGIN s 5.76' - 1.00' / \ ys 18.18' 14 15.84' 15.80' } _ 105+50 LINCOLN AVE SE o 106+00 L 107+10.38 = N - 106+50 5° M 51+83.10 �N L 105+90.03, 15.49' RT 11.00' 0 BEGIN 7Q END---,,,. 15.55' LLINE ~\ 111 CEMENT CONC. SIDEWALK HMA CL j IN. PG 58H-22 PLANNING BITUMINOUS PAVEMENT HMA CL } IN. PG 58H-22 TEXTURED & PIGMENTED CEMENT CONIC. PAVEMENT CEMENT CONC. CURB & GUTTER C CUT F FILL - RIGHT OF WAY ® CATCH BASIN COMMERICAL HMA EXISTING HMA TO REMAIN 106+35.61, L 105+80.03, 15.36' RT� MATCH EX. D2 `1 BEGIN 51+63.52, 45.96' LT 17.21' 1.00' L 106+00.61, 15.63' RT 5.76' 21 BEGIN M 51+57.41, 48.85' LT L BEGIN THICKENED EDGE SLAB EX. ROW - -SEE SHE T 57 Qi BEGIN 2t END M 51+34.44, 23. 5 LT - oL 15 17 EGINis EMAH X. r 21 BEGIN M 51+19.18, 22.14' LT L 105+46.85, 40.75' RT ° END THICKENED EDGE SLAB ATCH EX. L 106+34.42, 42.76' RT BEGIN 22 MATCH EX. SEET SHEET 57-\ 21 BEGIN 15 17 END CONSTRUCTION KEYNOTES: I QCEMENT CONC. SIDEWALK. SEE CITY OF PORT ORCHARD STD. 14 ROUNDABOUT CENTRAL ISLAND CEMENT CONC. CURB (CURB 3). PLAN SIDEWALK -A ON SHEET 28. SEE WSDOT STD. PLAN F-10.18-03 ON SHEET 33. 31 QCEMENT CONC. TRAFFIC CURB & GUTTER. SEE WSDOT STD. PLAN 16 1' STAMPED CONC. BUFFER STRIP. SEE DEPTHS ON TYPICAL Of F-10.12-04 ON SHEET 32. CROSS SECTION SHEETS 17. wl CEMENT CONC. DEPRESSED CURB & GUTTER. AT CURB RAMPS PARALLEL ADA CURB RAMP. SEE GRADING KEYNOTE ON THIS Q AND DRIVEWAY ENTRANCES. SEE WSDOT STD PLAN. F-10.12-04 117 SHEET. FOR DETAILS SEE CITY OF PORT ORCHARD STD. I ON SHEET 32. SIDEWALK-B SHEET 29. I- QCEMENT CONC. CURB & GUTTER PAN. FOR RECTANGULAR FRAME 121 COMMERCIAL HMA FOR SIDEWALK & DRIVEWAY. & GRATES. SEE WSDOT STD. PLAN F-10.16-00 ON SHEET 31. Q Q EXISTING ASPHALT TO REMAIN. SEE SHEET 57 FOR HMA PAVEMENT. SEE TYPICAL SECTION FOR DEPTH ON SHEETS 22 PAVEMENT MARKING AROUND CORNER 16-17 \ i !UIIN�I 17.68' MATCH LINE SEE M 52+5 ��SHEET 22 5 r -5"M 51+35.77, 17.25' LT EGIN ND 15 17 1 0 _+ a i C O 12.89 I'r t Vj/ 15.35' MATCH LINE�M 51+10 SEE SHEET 21 QPLANING 12 & HMA INLAY SEE TYPICAL SECTION & DETAIL ON SHEET 16 UT TRUCK APRON (COURB 1)OCEMENT SEE WSDOT STD PLANSF-10.11C. U GUTTER 38- 3ON SHEET GRADING PLAN KEYNOTES: R9 - R16 FOR ADA RAMP GRADING, SEE SHEET 37. 4B 78 FOR SPUTTER ISLAND PLANS & GRADING, SEE 0 - 0 SHEET 35. FOR O TRUCK GRADING ISLAND PLAN SEE SHEETS 25. FOR CURB & GUTTER FLOWLINE PLAN AND (a) PROFILE SEE SHEETS 23 & 24. 14 ROUNDABOUT CEMENT CONC. CURB & GUTTER (CURB 2). SEE WSDOT STD. PLAN F-10.18-03 ON SHEET 33. D2 FOR DRIVEWAY PLAN & GRADING SEE SHEET 39. FOR ROUNDABOUT GRADING PLAN SEE SHEET 23. 0 15.96' 1.0 18.26' R 16.95' -/- SD- 0 01 \ / 14.87' 22.23' 1.00' -� l- c 13 • S Ir So I 1° IW s° I I M 51+37.39, 20.73' RT BEGIN 16 1 I I M 51+16.71, 22.27' RT BEGIN 17 I SCALE IN FEET 0 10 20 M 52+49.87, 24.75' RT BEGIN THICKENED EDGE SLAB SEE SHEET 55 017 �_M 52+36.40, 2F.58' RT BEGIN 17 END 15 52+35.50, 21.23' RT GIN 8 END 8 L 107+63.06, 20.44' LT BEGIN 15 END 17 L 107+65.59, 26.12' LT BEGIN 16 END 17 1w L 107+78.57, 16.89' LT END THICKENED SLAB EDGE f--�SEE SHEET 55 END C8 SEE PROFILE VIEW ON SHEET 19 G_ L-L 107+ 5.19, 16.32' RT BEGIN 16 END L 107+61.67, 17.24' RT BEGIN END 16 1 L 107+62.23, 23.20' RT BEGIN ENDQ DATE REVISIONS 1 JOB NUMBER DESIGNED BY: K. LANE 2 21 24 NO. DATE aN ^ G� PORT ORCHARD BETHEL & 20155 ENTERED BY: K. LANE 12 21 24 �� xc� SKILL 1 NGSQkCHARD BID CHECKED BY: I. LEE P.E. 2/21/24 LINCOLN ROUNDABOUT PROD. ENGR.: I. LEE P.E. 2 21 24 �. SHEET �O e 5sres � 18 SroNn�e�' 5016 Lacey Boulevard SE, Lacey, Washington 98503 OF Platted By. Kazuma Lane on 2/21 /24 10: 54 AM �l8 IL By Klane on 2/21/24 1D:49 AM (360) 491-3399 Fax (360) 491-3857 ROADWAY PLAN &PROFILE gg g:AProject\2o2o\21e5 port orchard Bethel and fincoln\CAD\SHEETS\2015e-PS-PP-B.dwg 2/21/2024 PORT ORCHARD WA SHEETS PROFILE SCALE (FULL SIZE 22" X 34") 1"=10' HOR. 1 "=3' VER. .65 .60 .55 .50 .45 SEE SHEET 18 FOR PLAN VIEW PM STA:1 7+74.00 PM STA:106+11.00 PVI TA:106+55.00 PVI ELEV:256.24 PVI ELEV. 250.34 PVI ELEV: 253.86 K: 48 84 K:10.47 K: 7.17 LVC: 4 4.01 LVC: 36.00 LVC: 43.00 L 107+10.38 = Soo 00 ON 0000-t M 51+83.10 OR o � o� oIq EL:254.97 COU) rn OMi� n r N MN n N Co N w N N CENTER ISLAND o w oW oW oW W > > > _ � > ..� Um UW (n co (n W fN m W > m w m 2. 0% 2.00% m -- - - - - - - --------- - 1.92% - - - - __---- RUCK APRON L ROUNDABOUT NDABOUT ROADWAY ___---- _w 7p _ T ROADWAY TRUCK APRON 4.5 - ----- PROP. GRADE CONSTRUCTION EX. GRADE PVI STA:105+90.00 CONSTRUCTION PVI EL: 249.38 CENTERLINE n 00 00 n (O M 00 0) n (o N N Ln Ln to n 00 1q: (0 0) n 00 M M M U" 06 � 00 •• 0000 �U �� O N N Nto M H) u1 MM Ln LO LoLo LO Ln Lo co M� c0 N 4 N W N N N N •• N N N N N N N N N N U U' U' U' Co 00 6 •• cc 6 •• c U' U U C0 W W W W W W W W W W W W W W W W 105+73 105+75 106+00 106+25 106+50 106+75 107+00 107+25 L LINE (LINCOLN AVE SE) - PROFILE VIEW STA:105+73 TO STA: 108+02 SEE PLAN VIEW ON PREVIOUS SHEET 18 PROFILE SCALE (FULL SIZE 22" X 34") 1"=10' HOR. 270 1"=3' VER. 265 260 255 250 265 260 255 250 L�45 to N N W 107+50 107+75 108+00 108+02 SEE SHEET 18 FOR PLAN VIEW 270 265 260 255 250 49+75 50+00 50+25 50+50 50+75 51+00 51+25 51+50 51+75 52+00 52+25 52+50 52+55 M LINE (MITCHELL RD SE) - PROFILE VIEW STA:49+75 TO STA 52+55 SEE PLAN VIEW ON PREVIOUS SHEET 18 DATE REVISIONS JOB NUMBER DESIGNED BY: K. LANE 2 21 24 NO. DATE aN SAq �Ofj BETHEL AVE, BETHEL RD, 20155 ENTERED BY: K. LANE 2 21 24 ��e�� ~Tx�� SKILL 1 NGS LINCOLN AVE SE, MITCHELL RD BID CHECKED R.: I. LEE P.E. 2/21/24 ORCHARD SHEET PROD. ENGR.: I. LEE P.E. _ _ - 19 Plotted By. Kazuma Lane on 2/21 /24 10: 54 AM PO ectsre E9lpOF Y / / S'IONALF, 5016 Lacey Boulevard SE, Lacey, Washington 98503 ROADWAY PLAN &PROFILE Saved B . Klane on 1 23 24 1:46 AM (360) 491-3399 Fax (360) 491-3857 89 :\Prdect\2020\20155 port orchard bethel and lincoln\CAD\SHEETS 20155_PS_PP_12_SCH_B.dw 2/21/2024 PORT ORCHARD WA SHEETS PVI STA: 0+99.27 PVI STA: 52+35.77 PVI ELEV. 256.65 PVI ELEV: 253.92 K: 52 .72 K: 15.18 LVC: 90.00 LVC: 25.00 Lo N M N n N N Oc 4 00 d Ln M 00 + N + N + + EN � Li.j m lij LN � L. U m V w W V U m PROP. GR DE ® m w ---- -- CONSTRUCTION ------- L 51+83 09 = --- -- - CENTER SLAND M 51+83.0.09 ----- EL:254.97 EX. GRA E ® --------- CONSTR CTION 2.00% -- - --- 0Z----- _ ROUNDABOU ROADWAYTRUCK APRON TRUCK APRON ROUNDABO T ROADWAY (p (p M N M U) 00 m 00 m 00 a, n O N 00 M n 00 (0 M N (p M 00 n M co 00 n 00 M W C.J O w O 0) (p m 00 0 00 I� Ln w) n 0 (O (6(6 Ln U) Lo Ln U0 IA L6 In O N 4 N Ln 4 4 Ln Ln 4 M raj n PM M N W N N N .. N N N N N N N N N N N N N N N N N N W C.0 W 0 6 W W (.0 W (.0 66 W W (.0(.0 W W 66 W W W o W CD C0 W W 6 00 W W 6 L, W 00 W LL, 0 LL, L 108+85.53, 30.42' LT M THEX. 5 18 20 END L 108+70.28, 13.87' LT L 108+84.44, 30.84' LT Q7 END MATCH EX. FL 2 g END L 108+60.58, 17.49' LT 20 BEGIN - L 108+60.67, 12.67' LT _ - Q7 BEGIN QEND /SD Hp APR �- F �d � � o 4 13.87' /So 16.1' 5 12.67' f t sow +g0 UPN f 13.71'/// 12 GO`N PVEs� 11.19' 10.9 /1 `'`N �.N 14.39'1 1 0S r� , ak00� �j ! 13 Ar co O 13.71' F L 108+61.18, 11.08' RT BEGIN 0 END ROW L 108+61.25, 13.19' RT EX BEGIN PROFILE SCALE (FULL SIZE 22" X 34") 1"=10' HOR. 1 "=3' VER. 270 265 260 255 SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA o EX. ROW ----------- --- -�SO SD SD— / \ UPH UPH n UPH — _ —UPH Up" UPH — OHP ®P OHP - - UPH �� _ - OHP � OHP / -- OHP �— OHP —ss — — s` 16.41' C, / I- 109+50 109+72 109+00 _ _ - AL - --_ 2.79' 7' —MtlS MtlS 109+50.00 PROJECT LIMITS LL 108+71.50, 10.85' RT MATCH EX. END Q7 L 108+67.94, 14.54' RT END 1g L LINE (LINCOLN AVE SE) - PLAN VIEW STA: 107-87TO STA: 109+72 L 109+04.24, 10.58' RT ATCH EX. END 5 18 20 L 109+04.34, 13.34' RT ATCH EX. FL END 1 2 g g L 109+04.02, 19.25' RT ATCH EX. END 1 g PVI STA: 1 8+24.00 PVI ELEV: 256.79 K: 2 .40 LVC: 3.00 to 0 � oLO + + CN o tit o Gi EX. GRADE 0 tit > 00 > W INISHED GRADE ® O'STRUCTION STA: 108+60.94 CONSTRUCTION r ELE :257.61 m w MATCH EXISTING ASPHALT PA MENT ENDS 2.21 ----- OR M M N co (DOD O CO CO 00 N N N N N N N N W W W U U W W W� W W 108+02 108+25 DATE ENTERED BY: A. LANE CHECKED BY: I. LEE P.E. PROJ. ENGR.: I LEE P.E. Plotted By Kazuma Lane on 2\21\24 1055 AM Saved By: Klane on 2\21\24 8.36 AM g.AProject\2020\20155 port orchard bethel and 108+50 108+75 109+00 109+25 109+50 L LINE (LINCOLN AVE SE) - PROFILE VIEW STA:108+02 TO STA: 109+50 REVISIONS -.ua 270 265 260 255 �SKI LLINOS r- ±STE4tiO wwe Na eN°� 5016 Lacey Boulevard SE, Lacey, Washington 98503 2/21/2024 (360)491-3399 Fax (360) 491-3857 LINCOLN AVE SE ORCHARD PORT ORCHARD EX. ROW WA LEGEND: CEMENT CONC. SIDEWALK HMA CL I IN. PG 58H-22 PLANNING BITUMINOUS PAVEMENT HMA CL j IN. PG 58H-22 TEXTURED & PIGMENTED CEMENT CONC. PAVEMENT SCALE IN FEET CEMENT CONC. CURB & GUTTER 0 10 20 C CUT F FILL — - RIGHT OF WAY ❑� ® CATCH BASIN CONSTRUCTION KEYNOTES: 0 CEMENT CONC. SIDEWALK. SEE CITY OF PORT ORCHARD STD. PLAN SIDEWALK -A ON SHEET 28. 0 CEMENT CONC. TRAFFIC CURB & GUTTER. SEE WSDOT STD. PLAN F-10.12-04 ON SHEET 32. QCEMENT CONC. CURB & GUTTER PAN. FOR RECTANGULAR FRAME & GRATES. SEE WSDOT STD. PLAN F-10.16-00 ON SHEET 31. 0 HMA PAVEMENT. SEE DEPTHS ON TYPICAL SECTIONS SHEETS 16-17. 0 PLANING & HMA INLAY. SEE TYPICAL SECTION DETAIL ON SHEET 17 1 TIE INTO CURB & GUTTER Qs TIE INTO EXISTING CEMENT CONC. SIDEWALK 12 ROUNDABOUT CEMENT CONC. CURB & GUTTER (CURB 2). SEE WSDOT STD. PLAN F-10.18-03 ON SHEET 33. 13 ROUNDABOUT SPUTTER ISLAND NOSING CURB. SEE WSDOT STD. PLAN F-10.18-03 ON SHEET 33. 16 1' STAMPED CONC. BUFFER STRIP. SEE DEPTHS ON TYPICAL CROSS SECTION SHEETS 16-17. 18 TIE INTO EXISTING HMA PAVEMENT 20 SAWCUT LINE. APPROX. 2' OFFSET FROM EX. ASPHALT PAVEMENT EDGE LA -J I�0 I I I I KEYMAP PORT ORCHARD BETHEL & 20155 LINCOLN ROUNDABOUT BID SHEET 20 OF ROADWAY PLAN & PROFILE 89 SHEETS M 49+95.35, 9.93' LT BEGIN EX. R0 _____ _ r 0 M 49+55.35, 11.74' LT MATCH EX. FL dHo dHQ dHO dHO d+ BEGIN >�.. 5 20 x� SS —S� —SS —SS — — —SS — 2' / — SAW SAW / a0° 11.7' 9.74' 49+00 MITCHELL RD SE 49+50 d\\°—�— M LINE 12.23' 10.19, rrA — _^^ — Frdn-AA — — —An Wdfr=A^ — — Y'An-- _ _nn — AdnA + — SAW SAW M 49+49.91 2' so — —sD so — So SD- PROJECT LIMITS SEC. 35 & 36, T.24N., RAE., W.M., KITSAP COUNTY, WA M 50+05.35, 12.93' LT BEGIN Q END 2p . ROW f -- -- ---moo-- -- ---m - - - —- EX--- M 50+05.35, 9.90' LT BEGINQ ENDQ dHO dHO HO dH01 dH0 dHO dH0 dHO d xx>F xxx— xxx—xxx— xx>F xxx— xx>F xxx— xx>F xxx— xxx—xxx— xx>F xxx— xx>F xxx— z x—xxx— xx>F xxx— xxx— xxx— xxx—xxx— xx>�; xxx— xxK— xxx—xxx—xx 1 3.6' 1 = - —SS ss ss ss ss — ss - ss ass _ 9.96' 9. 50+00 + —. 9.95' M 49+55.36, 12.19' RT --MATCH EX. FL BEGIN 5 20 EX. ROW M 49+95.36, 9.99' RT_ 7 18 BEGIN PROFILE SCALE (FULL SIZE 22" X 34") 1"=10' HOR. 1"=5' VER. 270 265 260 255 250 nm V.vo 12.02' 13.56' o a 11'12 3.6' M 50+05.36, 9.93' RT BEGIN 0 END 0 M 50+05.36, 12.99' RT BEGIN 0 END 40 EX. ROW 1 -------------------------- EX. ROW M LINE (MITCHELL RD SE) - PLAN VIEW STA:49+50 TO STA 51+10 PM STA:50+99.27 VI ELEV:256.65 PVI STA:49+95.35 K:52.72 PVI EL: 260.51 LVC:90.00 MATH EX. n N a 00 to LO + N _ ---- ----____ LOCj — — — — ---------- fn> U ---- — O m - m ---- - 1z EX. GRADE ® - - - - CONSTRUCTION PROP. GRADE CONSTR CTION 10 M N (p O (p (0 M N M 10 00 t0 00 LO O r O N (0 00 Il LO U0 M 04 01 • • U, • • 0 O 0) 00 00 n n (0 (0 (0 N W N W N N N N N N N N N N N U' U U U (D U U U U U U' U U' U W W W W w Li W W Li W W li W li 49+00 ENTERED BY: K. LANE CHECKED BY: I. LEE P.E. PROJ. ENGR.: I. LEE P E. Plotted By Kazuma Lane on 2\21\24 1055 AM Saved By. Klane on 2\21\24 8.35 AM g.AProject\2020\20155 port orchard bethel and 49+25 49+50 49+75 50+00 50+25 M LINE (MITCHELL RD SE) - PROFILE VIEW STA: 49+00 TO STA: 51+10 DATE I REVISIONS 50+50 50+75 51+00 51+10 JH� e WASH �� �SKI LLINGS r o� tr STBs lwwa NAL, 5016 Lacey Boulevard SE, Lacey, Washington 98503 2/21/2024 (360)491-3399 Fax (360) 491-3857 0 CHARD. PORT ORCHARD WA 270 265 260 255 250 !_W�_w---- SCALE IN `E-T 10 LEGEND: CEMENT CONC. SIDEWALK HMA CL j IN. PG 58H-22 PLANNING BITUMINOUS PAVEMENT HMA CL } IN. PG 58H-22 TEXTURED & PIGMENTED CEMENT CONC. PAVEMENT —� CEMENT CONC. CURB & GUTTER C CUT F FILL RIGHT OF WAY ❑� ® CATCH BASIN CONSTRUCTION KEYNOTES: 0 CEMENT CONC. TRAFFIC CURB & GUTTER. SEE WSDOT STD. PLAN F-10.12-04 ON SHEET 32. QCEMENT CONC. CURB & GUTTER PAN. FOR RECTANGULAR FRAME & GRATES. SEE WSDOT STD. PLAN F-10.16-00 ON SHEET 31. 0 HMA PAVEMENT. SEE DEPTHS ON TYPICAL SECTION SHEETS 16-17. 0 PLANING & HMA INLAY. SEE TYPICAL SECTION DETAIL ON SHEET 16 ROUNDABOUT CEMENT CONC. CURB & GUTTER (CURB 2). 12 SEE WSDOT STD. PLAN F-10.18-03 ON SHEET 33. 13 ROUNDABOUT SPUTTER ISLAND NOSING CURB. SEE WSDOT STD. PLAN F-10.18-03 ON SHEET 33. 1S TIE INTO EXISTING HMA PAVEMENT SAWCUT LINE. APPROX. 2' OFFSET FROM EX. ASPHALT 20 PAVEMENT EDGE. O FOR CURB & GUTTER FLOWLINE PROFILES SEE SHEETS 23 & 24. BETHEL AVE, BETHEL RD, LINCOLN AVE SE, MITCHELL RD SE ROADWAY PLAN & PROFILE 0 I I I I KEYMAP 20155 BID 21 OF 89 SHEETS SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA EX.ROW - - — - - — -- -- -- -- -- Ir M 53+04.28, 13.91' LT I F-BEGIN 2p END 1 I � � N � 11.02'� Ln W W - z �n J W 13.46' Q I O M 53+04.35, PO BEGIN --SD— 0fm �11� -s 12.24' LT 0 LJ ,i • 53+50 MITCHELL RD SE •• ,1�-�/ RE �I M 53+85.64, 9.00' LT ASPHALT TAPER 8BEGIN QEND WEDGE - -------—--—--—--—-- — - - — -- EX. ROW M 54+10.30, 11.28' LT MATCH EX. M 54+10.32, 9.28' LT 20 18 END MATCH END 5 to 20 12.66' 11.31' 54+00 54+12 13.08' --- - �_-,— .- - Hdn Hdn Hdn Hdfl —:iL =' — G — G — — G G — — G G— — M 53+04.66, 13.19' RT Q7 BEGIN QEND SD— — SD— — — ass— SD— — — SD— — — D— M 53+85.89, 12.66' RT __ s SS ATCH EX. END 7 18 g_ ---m- nn -EX. ROW-^�-=—w-- -nn-- - --4==-=� -_-^—^ __�------- -- - _ --- -- -- -- o-- M 53+11.21, 13.18' RT o o ATE EX. ROW MATCH EX. 2 2 END M LINE (MITCHELL RD SE) - PLAN VIEW STA:52+55 TO STA: 54+12 PROFILE SCALE (FULL SIZE 22" X 34-) 1 "=10' HOR. 1 "=5' VER. 265 260 255 250 245 STA: 53+85.74 ELEV: 253.27 MATCH EX. STA:53+04.48 STA:5 +04. END PLANING & HMA INLAY ELEV:MATCH EX. END FULL DEPTH HMA BEGIN PLANING & HMA INLAY - - - - - - L E . GRADE CONSTRUCTION PROP. GRADE CONSTRUCTION W at 00 n� 00 N CV O (N MM M M In toNN MM N7 to MM NC to to MM N LO Ld •• V, 04 N N N N N N Cl N N N N W Cq W W U U 6 00 U U' d 6 * 06 W W W W W W W W W W W 52+55 52+75 ENTERED BY: A. LANE CHECKED BY: I. LEE P.E. PROJ. ENGR.: I LEE P.E. Plotted By Kazuma Lane on 2\21\24 1056 AM Saved By: Klane on 2\21\24 8.35 AM g.AProject\2020\20155 port orchard bethel and 265 260 SCALE IN FHT 10 20 LEGEND: CEMENT CONC. SIDEWALK HMA CL j IN. PG 581-1-22 PLANNING BITUMINOUS PAVEMENT HMA CL } IN. PG 581-1-22 TEXTURED & PIGMENTED CEMENT CONC. PAVEMENT —� CEMENT CONC. CURB & GUTTER c CUT F FILL - RIGHT OF WAY ❑� ® CATCH BASIN CONSTRUCTION KEYNOTES: Q CEMENT CONC. TRAFFIC CURB & GUTTER. SEE WSDOT STD. PLAN F-10.12-04 ON SHEET 32. QCEMENT CONC. CURB & GUTTER PAN. FOR RECTANGULAR FRAME & GRATES. SEE WSDOT STD. PLAN F-10.16-00 ON SHEET 31. QHMA PAVEMENT. SEE DEPTHS ON TYPICAL SECTION SHEETS 16-17. QPLANING & HMA INLAY. SEE TYPICAL SECTION DETAIL ON SHEET 16 12 ROUNDABOUT CEMENT CONC. CURB & GUTTER (CURB 2). SEE WSDOT STD. PLAN F-10.18-03 ON SHEET 33. 13 ROUNDABOUT SPUTTER ISLAND NOSING CURB. SEE WSDOT STD. PLAN F-10.18-03 ON SHEET 33. 18 TIE INTO EXISTING HMA PAVEMENT 20 SAWCUT LINE. APPROX. 2' OFFSET FROM EX. ASPHALT PAVEMENT EDGE 6B FOR SPUTTER ISLAND PLANS & GRADING, SEE SHEETS 35. O FOR CURB & GUTTER FLOWLINE PROFILES SEE 255 SHEETS 24. 250 245 53+00 53+25 53+50 53+75 54+00 54+25 54+50 M LINE (MITCHELL RD SE) - PROFILE VIEW STA:52+55 TO STA: 54+12 DATE REVISIONS fj /21 24 N0. DATE CNN SgtiH'G' 0O'(�{/ /21�24 /21,24 �� ���� SKILL 1 NGS QR=CHARI) /21 24 �O �'csreatio ww _� S10Na eNG� 5016 Lacey Boulevard SE, Lacey, Washington 98503 TS\20155-PS-Pp-07.dw9 2/21/2024 (360) 491-3399 Fax (360) 491-3857 PORT ORCHARD WA BETHEL AVE, BETHEL RD, LINCOLN AVE SE, MITCHELL RD SE ROADWAY PLAN & PROFILE 20155 BID 22 OF 89 SHEETS NUMBER L5 M C22 M L4 M C19 M C20 M C21 M EX. ROW 700x r00 <S SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA °� II J I UJ J Z UJ I J h�I II' �I M-NE-QUAD NUMBER ALIGNMENT RADIUS LENGTH DELTA PC STATION PI STATION PT STATION START (N,E) END (N,E) C9 M-NE-QUAD 237.79 97.86 S5' 31' 27.75"W 900+35.23 901+33.09 N:196358.08, N:196261.36, E:1196496.06 E:1196486.70 C10 M-NE-QUAD 14.04 10.12 S26' 54' 31.96"E 901+33.09 901+43.21 N:196261.36, N:196252.53, E:1196486.70 E:1196491.18 111 M-NE-QUAD 69.04 37.53 S63' 07' 23.71"E 901+43.21 901+80.73 N:196252.53, N:196235.77, E:1196491.18 E:1196524.24 M-NE-QUAD 900+83.01= M 52+55.75, 17.39 RT -MID: 900+84.16 I � I PCC:901+33.09 gl � ID: 901+38.15 r-PCC: 901+43.21 /\\ I / ---MID:901+61.97 / \\\c\. 015 S 1 \\\`/ 1 / II - UPN LEGEND: ---- ROW LINE CONSTRUCTION CENTERLINE --- GUTTER FLOW LINE MAIN LINE r ALIGNMENT XI-XX-QUAD GUTTER PAN / CURB ALIGNMENT EX. RO SECTOR DIRECTION GUTTER PAN / CURB ALIGNMENT KEY SCALE IN FEET 0 10 20 0 i I KEYMAP M-SE-QUAD DELTA PC STATION PI STATION PT STATION START (N,E) END (N,E) Y 55' 43.47"E 800+54.72 800+64.81 N:196175.00, N:196184.89, E:1196452.26 E:1196454.17 5' 48' 00.97"E 800+64.81 801+13.50 N:196184.89, N:196209.34, E:1196454.17 E:1196491.53 2' 05' 23.81"E 801+13.50 802+32.69 N:196209.34, N:196172.87, E:1196491.53 E:1196604.36 PLAN VIEW DATE REVISIONS JOB NUMBER DESIGNED BY:K LANE 2/21/24 NO. DATE oaws�lC BETHEL AVE, BETHEL RD, 20155 ENTERED BY: K. LANE 2/21/24 e To��� w�V/ LINCOLN AVE SCE, MITCHELL RD CHECKED BY: I. LEE P.E. 2/21/24 SKILL 1 NGS QkCHARD sE SHEET PROJ. ENGR.: I LEE P.E 2 21 24eaeon2/21/241056 AM �sreti@� 23 `S"SAL0 5016 Lacey Boulevard SE, Lacey, Washington 98503 MITCHELL RD SE - Or Saved By: Kane on 2/18/24 10.07 PM (360) 491-3399 Fax (360) 491-3857 89 g.AProject\2020\20155 port orchard Bethel and fincom\CAD\SHEETS\2015e-PS-P-RA_10.dwq 2/21/2024 PORT ORCHARD WA ROUNDABOUT LAYOUT SHEETS PVI STA: 101+06.00 PVI ELEV: 253.79 K: 6.22 SEC. 35 & 36, T.24N., RA E., 270 W.M., KITSAP 275 COUNTY, WA LOW PT STA: 900+99.62 LOW PT STA: 900+76.36 LOW PT ELEV: 253.64 LOW PT ELEV: 253.51 PVI STA:901+07.12 PVI STA:900+80.03 PVI ELEV:253.70 PVI ELEV:253.49 K:3.44 265 270 K:14.69 LVC:15.00 LVC:15.00 N N 00 BVCS: 900+72.53 'D IR o BVCE: 253.51 0) 0 I0 PVI STA: 901+41.54 EVCS: 900+87.53 + N + N PVI ELEV: 255.46 EVCE: 253.55 0 L; i L i K: 5.55 260 265 °' U U VC: 21.00 &j m ) W 0 M 0 U U 0 0) O � > W M N N N m + N + O0i U 0 Uj 0) U 255 260 > m w +cq -0.46% L) 0 m L' w O N F J (N w 100+00 100+50 101+00 101+50 102+00 102+50 M-NW CORNER: FLOWLINE PROFILE 270 265 260 255 250 245 H: 1 "=20' & V: 1 "=5' PVI STA: 201+83.00 PVI STA: 200+46.00 PVI STA: 201+31.00 K: 27.75 PVI ELEV: 249.81 PVI ELEV: 255.26 LVC: 36.01 K: 4.57 K: 8.38 0 0 LVC: 25.00 LVC: 30.00 N OM 000 OM 00 +N mm �m LO M 00 0 PVI STA: 200+85.00 m LO 't N N + N + N PVI ELEV: 252.53 + N + o._ o j N•• : N L:it m N U LVC: 25.00 > > > O O n N m fN W m +) 00 PROPOSED GRADE N N - F J -,- ® FLOWLINE cn w % 55 EXISTING GRADE ¢ ® FLOWLINE 200+25 200+50 DATE ENTERED BY: K. LANE CHECKED BY: I. LEE P.E. PROJ. ENGR.: I LEE P.E. Plotted By Kazuma Lane on 2\21\24 1057 AU Saved By: Klone on 2\18\24 10.07 PN. g.AProject\2020\20155 port orchard bethel and Ui LO 04 201+00 201+50 B-SE-QUAD: FLOWLINE PROFILE H: 1 "=20' & V: 1 "=5' REVISIONS 202+00 202+ 255 5 5 �r ,13% , - - - - 255 -ao_ _-0.25%-_ 0.715% _ PROPOSED GRADE ® FLOWLINE 2 EXISTING GRADE 250 ® FLOWLINE 250 rn M o� r rn� N Ln c0 'in roU) N N �N �� LO U' ELM NN N L+- NN NN NN NN (D 00 00 00 00 W w Li w Li w Li w Li 900+25 900+50 901+00 901+50 902+00 270 270 265 265 260 260 255 255 250 250 245 245 M-NE-QUAD: FLOWLINE PROFILE H: 1 "=20' & V: 1 "=5' PVI STA: 801+12.13 - . 1.rv. - .. PVI STA: 8 0+24.48 K: 73.22 PVI ELE :256.94 VC: 20.0 K:3 .78 PVI STA: 00+73.46 M r M LVC: 2 0.00 PVI ELEV: 255.72 o LC) N ig Lf a �? av K: 202 +N + 01 mo m r°) L0 LV 48 m UJ 00 .. +N +N ^ r L!7 > 0 Lli 01 ' EXISTING GR0 0 m L6 0U > > +NN m w ®FLOWLINE m W o > > m W > N w U m - 099 --1-5p - e� 2pg 1.09% --- - PVI STA:800+54.52 PVI STA:800+81.39 PVI ELEV:256.01 PVI ELEV:255.31 K: 6.28 K:1.02 LVC:10.00 LVC: 6.43 BVCS: 800+49.52 BVCS: 800+78.17 BVCE: 256.16 BVCE: 255.48 EVCS: 800+59.52 PROPOSED GRADE EVCS: 800+84.60 EVCE: 255.93 ® FLOWLINE EVCE: 255.35 roaODo to 0) -� n �� 0 �rn �Lo 0 00 U0 N N N N N N N N N 4 N N -270 -265 kDE 260 -255 -250 -245 I 0 I 1 I I I I 800+00 800+25 800+50 800+75 801+00 801+25 801+50 M-SE-QUAD: FLOWLINE PROFILE KEYMAP H: 1 "=20' & V: 1 "=5' Sx� �O BETHEL AVE BETHEL RD, SKI L L 1 NGSORCHARD LINCOLN AVE SE, MITCHELL RD 1o93 SE ;reTtn ww Na,,e 5016 Lacey Boulevard SE, Lacey, Washington 98503 J MITCHELL ROUNDABOUT 2/21/2024 (360) 491-3399 Fax (360) 491-3857 PORT ORCHARD WA CURB RETURN PROFILES )B NUMBER 20155 BID SHEET 24 OF 89 SHEETS MITCHELL ROUNDABOUT TRUCK APRON CURVE # RADIUS LENGTH LINE/CHORD DIRECTION I START (N,E) C2 22.00 69.12 SO. 00' 00.00" E I N:196266.89, E:1196448.49 SEC. 35 & 1§,RTw24N., RA E., W.M., KITSAP COUNTY, WA SO v 41 �� I o� K x BP:0+22.63 / • 11 +�2 ° d I O � SCALE IN FEET 5 I 37 = °A//' 0 10 20 L 106+88. LINCOLN AVE SE-0+12.89 'y 0 \' L LINE EX. ROW o I ss 1 0yp\ \O\ ass I ss 10 +3 1 O+S�.6 I I up h _ + I SO sd UP/ W- _ I SS�SD \ - I W- c \ _W--_W ��\ S I 0\ _ s — G— i I �- - 1� O fo O - W- G G— —G— XI _ LIIyCOL Al A` wG —G� \ I W I I L�� E\ - -X ROW G — / dw '-- G c F I SS + J o—G— Ar 1107+15.3 = I W 1 Z G— *++{-0+5 .09I - G— — I G G— o I EX ROW G— MITCHELL ROUNDABOUT TRUCK APRON - PLAN VIEW 265 260' 255 250 245 PRO . SURFACE @ TRU K APRON FLO LINE o 00 o �� O N O 00 (6� M (cow I OU7 N UjN +(r) ON ON Q .. O�t N +� ON �_J Q H-J .. �J U7 W Q Q NW VW » N W U1 J W � 1 CL CL -2. °0 as 5; o- o- 1.20 0.37% _ -2.37� --- ------- -- -----__ -.19% -- ---------- PVI STA:-0+54.12 - PVI STA:0+84.12 PVI EL: 255.50 PVI EL: 255.50 MATH EL @ 0+84.12 MATCH EL @ 0+54.12 EX. SURF CE @ TRUCK PRON M - a0n a0 M N oon 00 Ma0 L .(O o O N� NN � LnLo Lq U W U L, N� N N N N N N N NNNN N W W L, LW LW L, WLW0 1i -0+60 -0+50 -0+25 0+00 0+25 0+50 MITCHELL ROUNDABOUT TRUCK APRON - PROFILE VIEW 0+75 0+84.12 265 260 255 250 245 I 0 �II I I I I KEYMAP DATE REVISIONS JOB NUMBER DESIGNED BY: K. LANE 2/21/24 NO. DATE aN �� BETHEL AVE, BETHEL RD, 20155 ENTERED BY: K. LANE 2/21/24 e� NTx�e� SKILL 1 NGS LINCOLN AVE SE, MITCHELL RD BID CHECKED uma I. LEE P.E. 2/21/24 ORCHARD SHEET PROJ. ENGR.: I. LEE P.E. 2/21/24 Plotted By Kazuma Lane on 2/21/24 10:57 AM PO ec(sr¢nE°tpF�v 25 S'toNAl Ells 5016 Lacey Boulevard SE, Lacey, Washington 98503 or saved By: Klane on 2/18/24 10:12 PM (360) 491-3399 Fax (360) 491-3857 MITCHELL ROUNDABOUT TRUCK APRON 89 Project 2020 20155 port orchard bethel and lincoln CAD SHEETS 20155_TK_AP.dw 2/21/2024 PORT ORCHARD WA SHEETS NOTES: PAVEMENT WIDTH �41 15. 1 //2- 1. CONSTRUCTION OF CURB DETAILS SHALL BE IN ACCORDANCE WITH THE CURRENTLY ADOPTED STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL OO CONSTRUCTION AS PUBLISHED BY THE WASHINGTON STATE co � DEPARTMENT OF TRANSPORTATION AND THE AMERICAN PUBLIC WORKS ASSOCIATION. (WSDOT/APWA SPECIFICATIONS) UNLESS OTHERWISE MODIFIED BELOW. (0 2. ALL CONCRETE SHALL BE COMMERCIAL CLASS PER WSDOT/APWA SPECIFICATIONS. 18" 3. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. STEEL FORMS ONLY SHALL BE USED ON CEMENT CONCRETE TANGENT SECTIONS. WOOD FORMS MAY BE USED ON VERTICAL CURB AND GUTTER CURVED SECTIONS. 4. FULL DEPTH EXPANSION JOINTS CONSISTING OF 3/8 INCH MINIMUM PREMOLDED JOINT MATERIAL SHALL BE PLACED ADJACENT TO CATCH BASINS, INLETS AND AT POINTS OF TANGENCY ON STREETS AND DRIVEWAY RETURNS. MAXIMUM SPACING SHALL BE 20 FEET. 5. CONTRACTION JOINTS (DUMMY JOINTS) CONSISTING OF 3/8" MIN. X 2" OF PREMOLDED JOINT MATERIAL SHALL BE CONSTRUCTED AT INTERVALS OF 10 FEET. 6. ALL JOINTS SHALL BE CLEAN AND EDGED. 7. FINISH SHALL BE A LIGHT BROOM FINISH. 8. FINISHED CURBS AND GUTTERS SHALL BE SPRAYED WITH A CLEAR CURING COMPOUND. 9. SUBGRADE COMPACTION FOR CURBS AND GUTTERS SHALL MEET A MINIMUM 95% OF MAXIMUM DENSITY IN ACCORDANCE WITH SEC. 2-03.3(14) OF THE WSDOT/APWA SPECIFICATIONS. sEst. 1890 ORCHARD � CURB PAVEME� 131 N N CEMENT CONCRETE ROLLED CURB AND GUTTER CURB AND GUTTER A CEMENT CONCRETE CURB AND GUTTER DRAWN BY I IDS DATE 1/29/2019 SCALE NTS DRAWING NUMBER 300 DATE REVISIONS JOB NUMBER DESIGNED BY: K LANE 2/21/24 NO. DATE oNWA xE� BETHEL AVE, BETHEL RD, 20155 ENTERED BY: K. LANE 2/21/24 _ LINCOLN AVE SE, MITCHELL RD CHECKED BY: L LEE P.E. 2/21/24 SKI L L 1 NOS ORCHARD PROJ. ENGR.: I LEE P.E 2/21/24 `SE SHEET Plotted By Kazuma Lane on 2/21/24 1057 AM �O �sren¢°ti@� 26 `SIGNAL EdG 5016 Lacey Boulevard SE, Lacey, Washington 98503 Or Saved By: Kane on 1/24/24 t51 AM (360) 491-3399 Fax (360) 491-3857 ROADWAY DETAILS 89 q:AProject\2o2o\20155 port orchard Bethel and Eincoln\CAD\SHEETS\215e_DE_otdwg 2/21/2024 PORT ORCHARD WA SHEETS 6" NOTES: 1 /2" R. 1 R. CEMENT CONCRETE OR 1. CONSTRUCTION OF CURB DETAILS SHALL BE IN ASPHALT CONCRETE ACCORDANCE WITH THE CURRENTLY ADOPTED STANDARD ° p SIDEWALK OR PATH SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL o CONSTRUCTION AS PUBLISHED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND THE AMERICAN PUBLIC WORKS ASSOCIATION. (WSDOT/APWA SPECIFICATIONS) UNLESS OTHERWISE MODIFIED BELOW. 3/8" PREMOLDED JOINT FILLER (WHEN ADJACENT TO CEMENT 2. ALL CONCRETE SHALL BE COMMERCIAL CLASS PER CONCRETE SIDEWALK) WSDOT/APWA SPECIFICATIONS. 3. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. STEEL FORMS ONLY SHALL BE USED ON TANGENT SECTIONS. WOOD FORMS MAY BE USED ON CURVED SECTIONS. 4. FULL DEPTH EXPANSION JOINTS CONSISTING OF 3/8 INCH MINIMUM PREMOLDED JOINT MATERIAL SHALL BE PLACED ADJACENT TO CATCH BASINS, INLETS AND AT POINTS OF TANGENCY ON STREETS AND DRIVEWAY RETURNS. MAXIMUM SPACING SHALL BE 20 FEET. 5. CONTRACTION JOINTS (DUMMY JOINTS) CONSISTING OF 3/8" MIN. X 2" OF PREMOLDED JOINT MATERIAL SHALL BE CONSTRUCTED AT INTERVALS OF 10 FEET. 6. ALL JOINTS SHALL BE CLEAN AND EDGED. 7. FINISH SHALL BE A LIGHT BROOM FINISH. 8. FINISHED CURBS AND GUTTERS SHALL BE SPRAYED WITH A CLEAR CURING COMPOUND. 9. SUBGRADE COMPACTION FOR CURBS AND GUTTERS SHALL MEET A MINIMUM 95% OF MAXIMUM DENSITY IN ACCORDANCE WITH SEC. 2-03.3(14) OF THE WSDOT/APWA SPECIFICATIONS. 029 Est. 1890 ORCHARD CEMENT CONCRETE PEDESTRIAN CURB 6" 1 /2" R. VARIES FROM p 6 TO 0 ° 6» p . D CURB AND GUTTER B CEMENT CONCRETE PEDESTRIAN CURB CEMENT CONCRETE CURB RAMP, LANDING, TOR DRIVEWAY 1" R.ENTRANCE 3/8" PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT CURB RAMPS, LANDINGS, AND DRIVEWAY ENTRANCES DRAWN BY DS DATE 1/29/2019 SCALE NTS DRAWING NUMBER 301 DATE REVISIONS L JOB NUMBER DESIGNED BY:K. LANE 2 21 24 NO. DATE oNw C �DfjT BETHEL AVE, BETHEL RD, 20155 ENTERED BY: K. LANE 2/21 24 e� Tod LINCOLN AVE SE, MITCHELL RD BID CHECKED R.: I. LEE P.E. 2/21/2d SKILL 1 NGS ORCHARD PROJ. ENGR.: I. LEE P.E. — SE SHEET 61 s� o wwa 27 SroNn�eN 5016 Lacey Boulevard SE, Lacey, Washington 98503 Platted By Kazuma Lane on 2�21�2410�57 AN ���' / / ROADWAY DETAILS OP aved B : Kane on 1 24 24 t51 AM (360) 491-3399 Fax (360) 491-3857 89 g:AProject\2020\20155 port orchard Bethel and Iincoln\CAD\SIILITS\2155_DE_01.dwg 2/21/2024 PORT ORCHARD WA SHEETS 1' — " SIDEWALK — 6' — 0" MIN. ALL CUT MIN. SLOPES 1/2" R. (TYP.) 2.0% 1 I 2.0% MAX. CURB 1v O t hNF�p,'C�R �13/8" PREMOLDED JOINT FILLER ADJACENT TO CURB CEMENT CONCRETE SIDEWALK 4' — 0" MIN. FOR SIDE TREATMENT SIDEWALK — 6'— 0" MIN. BUFFER STRIP CFF nTHFR SIf1FWAl K BROOMED FINISH (TYP.) 4" WIDE, SMOOTH /i TROWELED PERIMETER CEMENT CONCRETE CURB CONTRACTION JOINT IN SIDEWALK AND EVERY 10'IN CURB AND GUTTER EXPANSION JOINT IN BOTH CURB AND SIDEWALK o« lrvrva 1 1/2" R. 3 8 � 8" TO 1 4" 2.0% MAX. (TYP.) CURB FINISHED GRADE 1" BELOW TOP OF CONCRETE 2 QUO 2 pTO SURFACE FOR PLANTING — FLUSH IF PAVED —. —. PREMOLDED JOINT FILLER ADJACENT TO BUFFER STRIP OE EXPANSION JOINT OC CONTRACTION JOINT �' L O Est. 1890 ORCHARD SIDEWALK A CEMENT CONCRETE SIDEWALK DRAWN BY I IDS DATE 1/31/2019 SCALE NTS DRAWING NUMBER 11 340 DATE REVISIONS JOB NUMBER DESIGNED BY: K. LANE 2/21/24 NO. DATE aN �Ofj BETHEL AVE, BETHEL RD, 0155. ENTERED BY: K. LANE 2 21 24 ��e� NTx�� SKILL 1 NGSQkCHARD'wwLINCOLN AVE SCE, MITCHELL RD CHECKED BY: I. LEE P.E. 2/21/24 sE SHEET PROJ. ENGR.: I. LEE P.E. 2/21/24 "o e55TB9a9 Fw� � 28 SroNn�e�' 5016 Lacey Boulevard SE, Lacey, Washington 98503 OF Plotted By. Kazuma Lane on 2/21/24 10: 57 AM �l8 saved Bc Klane on t/24/24 tat AM (360) 491-3399 Fax (360) 491-3857 ROADWAY DETAILS gg Prdect 2020 20155 port orchard bethel and lincoln\CAD\SHEETS\20155_DE_ol.dwg 2/21/2024 PORT ORCHARD WA SHEETS DATE IENTERED BY: K. LANE CHFCKED BY: I. LEE P Platted By Kazumc Lane on 2/21/241057 AV Saved By: Klcne on 1\24/24 1:51 AM g:AProject\2020\20155 port orchard Bethel and 3/8" E: JOINT ( 2 DETECTABLE PATTERN (SE 11 1.. - GUTTER CURB RAMP A DETECTABLE WARNING A PATTERN AREA SHALL BE YELLOW, IN COMPLIANCE WITH STD. SPEC. 8-14.3(3) Al . _ ° B PLAN MIN. MAX. A 1 5 8" 2 3 8" I D ELEVATION DETECTABLE WARNING PATTERN DETAIL Est. 1890 ORCHARD REVISIONS 4' — 0" MIN. 3/8" EXPANSION JOINT (TYP.) CURB AND GUTTER 4' — 0" MIN. (TYP.) —/ �— CURB RAMP — FACE OF CURB PEDESTRIAN CURB SIDEWALK CURB RAMP —DETECTABLE WARNING SURFACE 0 DEPRESSED CURB & GUTTER CROSSWALK CURB RAMP B NOTES 1. PLACEMENT OF GRATINGS, ACCESS COVERS AND OTHER APPURTENANCES SHALL NOT BE LOCATED ON CURB RAMPS, LANDINGS AND GUTTERS WITHIN THE PEDESTRIAN ACCESS ROUTE. O RAMPS SHALL BE TEXTURED USING TRUNCATED DOME PATTERN (SEE DETAIL THIS PAGE). DETECTABLE WARNING PATTERN SHALL BE YELLOW IN COMPLIANCE WITH WSDOT STANDARD SPECIFICATION 8-14.3(3) 3. RAMP CENTER LINE SHALL BE PERPENDICULAR TO OR RADIAL TO CURB RETURNS UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 4. RAMPS SHALL BE CONSTRUCTED AT CORRESPONDING SIDEWALK LOCATIONS ON OPPOSITE SIDE OF STREETS WHEN RAMPS ARE CONSTRUCTED ON ONE SIDE OF STREET. 5O LANDING SHALL BE MINIMUM 4 X 4'. CURB RAMP A MUST BE INSTALLED UNLESS OTHERWISE APPROVED. SIDEWALKS B /_1L \0�D1:7:1I:L\AI� u �ryp, e wnsa'vN UC �SKILLINGS Y- o .rSTts ww NAL, 5016 Lacey Boulevard SE, Lacey, Washington 98503 2/21/2024 (360)491-3399 Fax (360) 491-3857 ORCHARD PORT ORCHARD DRAWN BY IDS DATE 1/29/2019 SCALE NTS DRAWING NUMBER 341 BETHEL AVE, BETHEL RD, 20155 LINCOLN AVE SE, MITCHELL RD BID SE SHEET 29 ROADWAY DETAILS OF gg WA SHEETS Est. 1890 ORCHARD REVISIONS 4' — 0" MIN. 3/8" EXPANSION JOINT (TYP.) CURB AND GUTTER 4' — 0" MIN. (TYP.) —/ �— CURB RAMP — FACE OF CURB PEDESTRIAN CURB SIDEWALK CURB RAMP —DETECTABLE WARNING SURFACE 0 DEPRESSED CURB & GUTTER CROSSWALK CURB RAMP B NOTES 1. PLACEMENT OF GRATINGS, ACCESS COVERS AND OTHER APPURTENANCES SHALL NOT BE LOCATED ON CURB RAMPS, LANDINGS AND GUTTERS WITHIN THE PEDESTRIAN ACCESS ROUTE. O RAMPS SHALL BE TEXTURED USING TRUNCATED DOME PATTERN (SEE DETAIL THIS PAGE). DETECTABLE WARNING PATTERN SHALL BE YELLOW IN COMPLIANCE WITH WSDOT STANDARD SPECIFICATION 8-14.3(3) 3. RAMP CENTER LINE SHALL BE PERPENDICULAR TO OR RADIAL TO CURB RETURNS UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 4. RAMPS SHALL BE CONSTRUCTED AT CORRESPONDING SIDEWALK LOCATIONS ON OPPOSITE SIDE OF STREETS WHEN RAMPS ARE CONSTRUCTED ON ONE SIDE OF STREET. 5O LANDING SHALL BE MINIMUM 4 X 4'. CURB RAMP A MUST BE INSTALLED UNLESS OTHERWISE APPROVED. SIDEWALKS B /_1L \0�D1:7:1I:L\AI� u �ryp, e wnsa'vN UC �SKILLINGS Y- o .rSTts ww NAL, 5016 Lacey Boulevard SE, Lacey, Washington 98503 2/21/2024 (360)491-3399 Fax (360) 491-3857 ORCHARD PORT ORCHARD DRAWN BY IDS DATE 1/29/2019 SCALE NTS DRAWING NUMBER 341 BETHEL AVE, BETHEL RD, 20155 LINCOLN AVE SE, MITCHELL RD BID SE SHEET 29 ROADWAY DETAILS OF gg WA SHEETS 24" a J DROP CURB TRANSITION DETAIL 6' SIDEWALK. 5% MAX FOR 10' 2% MAX. NOTES: SEE DETAIL 6 SIDEWALK � PLANTER i I>- TRANSITION CURB INTO SIDEWALK 8" THICK CONCRETE DRIVEWAY MAINTAIN FLOWLINE ACROSS DRIVEWAY SECTION A -A �4" MIN. CSTC 2s. ........... SIDEWALK PLANTER 6 CEMENT CONCRETE CURB AND GUTTER 1. FULL DEPTH EXPANSION JOINT, 3/8" MINIMUM THICKNESS. 2. DRIVEWAY SECTION WITHIN PUBLIC RIGHT-OF-WAY IS TO BE SURFACED WITH ASPHALT OR CONCRETE. 3. DRIVEWAY CEMENT CONCRETE DEPTH SHALL BE A MINIMUM OF 6" AND PLACED ON COMPACTED GRADE. DEPENDING ON VEHICLE LOADING, A STRUCTURAL DESIGN OF THE DRIVEWAY MAY BE REQUIRED BY THE ENGINEER. 4. CONCRETE SHALL BE COMMERCIAL CLASS CONCRETE PER WSDOT/APWA SPECIFICATIONS. 5. CLEAN AND EDGE ALL JOINTS. 6. COMMERCIAL AND INDUSTRIAL ACCESS WIDTHS SHOWN ARE FOR TWO-WAY ACCESS ONTO NON -ARTERIALS. MINIMUM WIDTH FOR ACCESS ONTO ARTERIALS IS 35 FEET. Tq9CHARD Est. 1890 DRIVEWAYS C COMMERCIAL DRIVEWAY DRAWN BY I IDS DATE 1/31/2019 SCALE NITS DRAWING NUMBER 322 DATE I REVISIONS JOB NUMBER DESIGNED BY:K LANE 2/21/24 NO. DATE oaws�lC BETHEL AVE, BETHEL RD, 20155 ENTERED BY: K. LANE 2/21/24 e To��� w�V/ LINCOLN AVE SCE, MITCHELL RD CHECKED : I. LEE P.E. 2/21/24 PROJ. ENGR.R.: I LEE P.E2/21/24 SKILL 1 NGS QkCHARD SE SHEET .� Plotted By Kazuma Lane on 2\21/24 1057 AU �O wersTen�ww J0 SONa eN° 5016 Lacey Boulevard SE, Lacey, Washington 98503 or Saved By: Kane on 1/24/24 r.51 AU (360) 491-3399 Fax (360) 491-3857 ROADWAY DETAILS 89 q:AProject\2o2o\20155 port orchard bethel a-d rircom\CAD\SHEETS\20155_DE_ol.dwg 2/21/2024 PORT ORCHARD WA SHEETS = 13' - 0 1 /4" 1/2" R. 5'-0"R. FACE OF I c CENTERLINE OF FRAME CURB I &GRATE —SEE NOTE 2 I 2'- 10 1/2" = 5' - 0 3/4" 3/8" PREMOLDED JOINT FILLER 6 1/2" 13" 5 1/2" 1" (1.08) SLOPE THE GUTTER PAN DOWN TO MATCH THE RECTANGULAR FRAME 1' R. ROADWAY SLOPE D > ° 3� VJ 'R. RECESS 5 II/ D D >p' I > D D D D D D D D p D D o D SECTION ( 1/2" R. TOP OF ROADWAY ADJUSTMENT SECTION — NOT INCLUDED IN CURB AND GUTTER BID ITEM DRAINAGE STRUCTURE — NOT INCLUDED IN CURB AND GUTTER BID ITEM r 5' - 0" R —/ \�5"/ A GUTTER PAN x 5' - 0 3/4" r 5'-0"R. RECTANGULAR FRAME AND GRATE —NOT INCLUDED IN CURB AND GUTTER BID ITEM PLAN VIEW CATCH BASIN GUTTER PAN VARIES T - 6" — 2'- 10 1/2" 5 1/2" 1" FACE OF CURB 1/2" R. � 1" R. MATCH ROADWAY I, SLOPE ° m D 1" R. D o o ° t> SECTION OB [QI=w3r_1►UL1:711:aA_101:J:Z91TJIQ=IC1117e]:aN=Ia=IN401y41d01WA 1/2" R. �O .�'��24035 \�1 NOTES 1. The intent of this design is to facilitate the compaction of Hot Mix Asphalt pavement adjacent to a drainage structure. 2. The centerline of the drainage structure may differ from the centerline of the frame and grate. oe wasy,ROPENc?®� ����� cISTER�� ss'UNAL EXPIRES JULY 27, 2007 g m � � 8 CEMENT CONCRETE CURB AND GUTTER PAN STANDARD PLAN F-10.16-00 SHEET 1 OF 1 SHEETAdmk APPROVED FOR PUBLICATION Kevin J. Dayton 12-20-06 STATE DESIGN ENGINEER DATE Washington State Department of Transportation OF DATE REVISIONS JOB NUMBER DESIGNED BY:K. LANE 2 21 24 N0. DATE BETHEL AVE, BETHEL RD, 20155 ENTERED BY: K. LANE 2 21 24 SKILL 1 NGS �ww LINCOLN AVE SE, MITCHELL RD BID CHECKED BY: I. LEE P.E. 2/21 /24 ORCHARD SE Plotted By. Kazuma Lane on 2/21 /24 10: 57 AM SHEET PROD. ENGR.: I. LEE P.E. 2 21 24 �o essT _� 31 SroNnLe�' 5016 Lacey Boulevard SE, Lacey, Washington 9850 3 �l8 Saved By. Klone on 1/24/24 1:51 AM (360) 491-3399 Fax (360) 491-3857 ROADWAY DETAILS 81 Pro'ect 2020 20155 port orchard Bethel and 11nco1n\CAD\SHEETS\20155_DE_01.dwg 2/21/2024 PORT ORCHARD WA SHEETS FACE OF CURB VARIES 12" TO 24' FACE OF CURB FACE OF CURB c— FACE OF CURB VARIES 6 1/2" 6 1/2" VARIES FROM 6" (IN) TO 0" (IN) - 1" 10" TO 22" 1" MAINTAIN 1H : 6V SLOPE (SEE CONTRACT) 5 1/2" 1" VARIES V (IN) ON SIDE OF CURB R. MATCH ROADWAY MATCH ROADWAY 1/2" (IN) R. 1" (IN) R. MATCH ROADWAY MATCH ROADWAY SLOPE SLOPE J— SLOPE 1/2" (IN) R. _ SLOPE iD D R ° to io 1/2" (IN) ROADWAY 1/2" (IN) ROADWAY 1" (IN) R. ROADWAY R. D R. ROADWAY D D D W 2.0% io ' D° (IN) °. ° D D p li O • 1/2" (IN) R. p ' D W (V D D D p t0 FLUSH WITH GUTTER PAN AT CURB 1� RAMP ENTRANCE - 1/2" (IN) VERTICAL 11 1' - 6" 1 1'- 6" LIP AT DRIVEWAY ENTRANCE J DUAL -FACED CEMENT CONCRETE CEMENT CONCRETE DEPRESSED CURB AND GUTTER SECTION LU TRAFFIC CURB AND GUTTER TRAFFIC CURB AND GUTTER AT CURB RAMPS AND DRIVEWAY ENTRANCES J Z 0' UJ LL } 6' �m R. CEMENT CONCRETE 1/2" (IN) R. � 6" NOTE � D CEMENT CONCRETE OR 1/2" (IN) R. CURB RAMP, LANDING, iD ASPHALT CONCRETE V (IN) OR DRIVEWAY SIDEWALK OR PATH R. ENTRANCE 1. See Standard Plan F-30.10 for Curb Expansion o VARIES FROM and Contraction Joint spacing. See Standard D 6" (IN) TOO (IN) '_e_'___ Specification, Sections 8-04 and 9-04 for D D _ D ° D _ additional requirements. Ll 6"* " D 3/8" (IN) PREMOLDED JOINT FILLER (WHEN ADJACENT TO CEMENT 3/8" (IN) PREMOLDED CONCRETE SIDEWALK) JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB CEMENT CONCRETE PEDESTRIAN CURB AT CURB RAMPS, LANDINGS, AND DRIVEWAY ENTRANCES FACE OF CURB FACE OF CURB VARIES 12" TO 24" VARIES 1" 1 10" TO 22" 1" (IN) R. ROADWAY D ROADWAY D �D. _ D D 1 3/4" 1 3/4" DUAL -FACED CEMENT CONCRETE TRAFFIC CURB FACE OF CURB CEMENT CONCRETE TRAFFIC CURB k "[6111IM&AFe1kiIDIM 7117»e1kqIa 161TAI Q:11177i]:aN=1y:I:74kq[N41i]kqIwo 3" 1 4" 1/2" (IN) — FACE OF CURB il , ROADWAY MOUNTABLE CEMENT CONCRETE TRAFFIC CURB oR wnsgj �0 7 �FGIST �ssJONAL Michael S Digitally signed by Michael Fleming Fleming Date: 2020.09.24 07:39:38-07'00' CEMENT CONCRETE CURBS STANDARD PLAN F-10.12-04 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Date: 2020.09.24 07:57:43-07'00' STATE DESIGN ENGINEER Washington State Department of Transportation DATE REVISIONS JOB NUMBER DESIGNED BY: K. LANE 2 21 24 NO. DATE aN sAq �Ofj BETHEL AVE, BETHEL RD, 20155 ENTERED BY: K. LANE 12 21 24 ��e� ~Tx�� r SKI L L 1 NGS 'w LINCOLN AVE SE, MITCHELL RD BID CHECKED BY: I. LEE P.E. 2/21 /24 ORCHARD SHEET PROD. ENGR.: I. LEE P.E. _ _ - 32 Plotted By. Kazuma Lane on 2/21 /24 10: 57 AM PO ectsr¢ EGl¢F� OF y / / ONALE 5016 Lacey Boulevard SE, Lacey, Washington 98503 ROADWAY DETAILS Saved B . Klane on 1 24 24 1:51 AM (360) 491-3399 Fax (360) 491-3857 89 \Pro'ect\2020\20155 port orchard bethel and lincoln\CAD\SHEETS\20155_DE_01.dw 2/21/2024 PORT ORCHARD WA SHEETS w 0 0 J z W w ILL m z 0 SIDEWALK BUFFER STRIP CURB U OUTSIDE CURB 5' - 0" MIN. 0 3- 0" MIN. 2 TRUCK APRON 1 FFER STRIP CUI 3' - 0" MIN. 2 FACE OF CURB 16" 10" 4" 1 12" MATCH ROADWAY 1/2" (IN) R. SLOPE (TYP.) 4: w� (SEE NOTE 2) FSEE CONTRACT PLANS FOR ' o O TREATMENT (TYP.) > 6 112" R.,: ; o _ 26" r � CURB 1 ROUNDABOUT TRUCK APRON CEMENT CONCRETE CURB & GUTTER (SINGLE SLOPE CURB) FACE OF CURB 12" (IN) R. MATCH ROADWAY (TYP.) .R. (TYP)) SLOPE ( O v °I 2 4,R., > 9" 9" CURB 2 (OUTSIDE, RIGHT SIDE OR SPLITTER ISLAND) ROUNDABOUT CEMENT CONCRETE CURB AND GUTTER (SINGLE SLOPE CURB) CIRCULATING ROADWAY CURB I �1% SPLITTER ISLAND \\\ CURB PLACEMENT SECTION OA CURB 1 SECTION OB (ROUNDABOUT CONFIGURATION WILL VARY DEPENDING ON CONTRACT PLANS) FACE OF CURB R 9" 4" SPLITTER ISLAND CURB RAMP (TYP.) SIDEWALK (TYP.) --\ UR91' .°�.; )_ � BUFFER ROUNDABOUT SPLITTER ISLAND NOSING CURB SECTION C DETAIL (SEE CONTRACT PLANS FOR R) 3/8" (IN) PREMOLDED JOINT FILLER (OPTIONAL) 12" (4R.FACE OF CURB 4" (IN) R.MATCH ROADWAYSLOPETOP OF TRUCK APRON O o' v ' 4„ R.l o , 12" R. oa, oa, o v 15" 9" 15" 9" I� CURB 3 ROUNDABOUT CENTRAL ISLAND CEMENT CONCRETE CURB (SINGLE SLOPE CURB) 1/2" (IN) R. (TYP.) w OPTIONAL CONSTRUCTION JOINT NOTE: STANDARD PLAN PROVIDED FOR REFERENCE ONLY LANE U LANE CURB BUFFER STRIP U SIDEWALK 2 1O 3'- 0" MIN. 5'- 0" MIN. SEE CONTRACT PLANS FOR TREATMENT (TYP.) CENTRAL ISLAND `Il CURB 3 SEE CONTRACT PLANS FOR TREATMENT �— SEE CONTRACT PLANS FOR PAVING AND SURFACING (TYP.) NOTE 1. Construct curb joints at cement concrete pavement transverse joint locations. If all adjacent pavement is HMA, see Standard Plan F-30.10 for Curb Expansion and Contraction Joint Spacing. 2. Region Traffic engineer approval is needed to install a truck apron lower than 3". CURB 2 - OUTSIDE OR RIGHT SIDE ROUNDABOUT TRUCK APRON 1 CURB 3 - CENTRAL ISLAND LEGEND O Width varies — See Contract Plans. O Match adjacent pavement thickness but not less than 6 inches. OUTSIDE TRUCK APRON SPLITTER ISLAND BUFFER Mar 25, 2022 ROUNDABOUT CEMENT CONCRETE CURBS SIDEWALK STANDARD PLAN F-10.18-03 SHEET 1 OF 1 SHEET PARTIAL PLAN APPROVED FOR PUBLICATION Mark Gaines (Mar 28, 2022 08:32 PDT) Mar 28 7 2022 STATE DESIGN ENGINEER Washington State Department of Transportation DATE REVISIONS JOB NUMBER DESIGNED BY: K. LANE 2 21 24 NO. DATE oNw aN�G BETHEL AVE, BETHEL RD, 20155 ENTERED BY: K. LANE 1 2 21 24 '�e x�� r SKI L L 1 NGSQkCHARD LINCOLN AVE SE, MITCHELL RD BID CHECKED R.: I. LEE P.E. 2/21/24 SE SHEET PROD. ENGR.: I. LEE P.E. 2 21 24 �0 55TB9£9 ewe � 33 S1oNAL E� 5016 Lacey Boulevard SE, Lacey, Washington 98503 OF Plotted By. Kazuma Lane on 2/21/24 10: 58 AM �l8 saved By Klane on t/24ort orchard AM (360) 491-3399 Fax (360) 491-3857 ROADWAY DETAILS 89 \Pro'ect\2020\20155 port orchard Bethel and lincoln\CAD\SHEETS\20155_DE_01.dwg 2/21/2024 PORT ORCHARD WA SHEETS A y A / CURB RAMP, LANDING, CUT- \ g Y J C THROUGH OR WALKWAY DETECTABLE WARNING E MIN. MAX. SURFACE (DWS) - I � A 1.60" 2.40" SEE TRUNCATED DOME Ile SEE NOTE 3 -f ---- -- ----- - ----- �\ � DETAIL - THIS SHEET B D B C oss° 0.45" — 0.90" IAI Q {3 L} D 0.9" 1.40" BACK OF CURB ` ...................... 2'- 0" MIN. TRUNCATED DOME SEE NOTE 2 - E 0.2" 0.2" TYP. OF ALL SECTION O ...................... . APPLICATIONS TRUNCATED DOME SPACING —_ SEE NOTE 3 SEE STANDARD SPECIFICATIONS FOR COLOR OF SURFACE TRUNCATED DOME DETAILS y MATCH TO WIDTH OF CURB RAMP CURB AND GUTTER LANDING, CUT -THROUGH OR LU t WALKWAY o DETECTABLE WARNING SURFACE DETAIL O mOFFSET WALKWAY CURB RAMP LANDING _\ SEE NOTE7 // / WIDTH OF LANDING WALKWAY WALKWAY WALKWAY DETECTABLE WARNING SURFACE (DWS) _ J _ _ SEE NOTE 3 - CURB RAMP Z - BACK OF CURB FLARE :::::: FLARE LL SINGLE DIRECTION CURB RAMP ti o m (GRADE BREAK BETWEEN CURB AND IN. `z LANDING 5 5 FT. FROM BACK OF CURB) (SEE NOTE 5) BACK OF CURB - DETECTABLE WARNING o WHEELCHAIR DIRECTION SEE NOTE 2 SURFACE (DWS) - CUR RAMP u, Y LANDING ; OF TRAVEL SEE NOTE 3 w WIDTH OF CURB RAMP WALKWAY O m I, WIDTH of PERPENDICULAR CURB RAMP \ i WALKWAY (SEE NOTE 6) - — BA OF CURB - E NOTE 2 _ WIDTH OF CUT - THROUGH (TYP.) NOTES 1. Permanent Detectable Warning Surfaces (DWS) shall extend the full width of the curb ramp, landing, or other roadway entrance as applicable. Exception: If the Manufacturer of the DWS requires a concrete border around the DWS, a variance of up to 2" (in) on each side of the DWS is permitted. 2. Permanent Detectable Warning Surfaces (DWS) shall be placed on a minimum 4" (in) thick concrete pad. The DWS panel shall be placed adjacent to the back of the curb and with no more than a 2" (in) gap between the DWS and the back of the curb measured at the center of the DWS panel. Exception: If the Manufacturer of the selected DWS requires a concrete border around the DWS, a variance of up to 2" (in) from the back of the curb is permitted (measured at the leading corners of the DWS panel). 3. The rows of truncated domes shall be aligned to be parallel to the direction of travel, and perpendicular to the grade break at the back of curb. 4. If curb and gutter are not present, such as a shared -use path connection, the Detectable Warning Surface shall be placed at the pavement edge. 5. See Standard Plans for sidewalk and curb ramp details. 6. If a curb ramp is required, the location of the Detectable Warning Surface must be at the bottom of the ramp and within the required distance from the rail crossing. 7. When the grade break between the curb ramp and the landing is less than or equal to 5 ft. from the back of curb at all points, place the Detectable Warning Surface on the bottom of the curb ramp directly above the grade break. 8. Glued or stick down Detectable Warning Surfaces are allowed only for temporary work zone applications. DETECTABLE WARNING SURFACE (TYP.) -- — SEE NOTE 3 OF CURB - VOTES 2 & 8 WIDTH OF CURB RAMP, ISLAND CUT-TH LANDING, OR WALKWAY DETEC BLE WARNING URFACE (TYP.) - DETECTABLE WARNING SEE NOTES 3 AND 8 SURFACE (DWS) - SEE NOTE 3 SINGLE DIRECTION CURB RA /,{GRADE BREAK BETWEEN CURB AND \ LANDING > 5 FT. FROM BACK OF CURB) (SEE NOTE 5) CURB RAMP CURB RAMP WALKWAY LANDING ,I ENTERED BY: K. LANE CHECKED BY: I. LEE P.E. PROJ. ENGR.: I LEE P.E. Plotted By Kazuma Lane on 2\21\24 1058 AU Saved By: Klane on 1\24\24 1.51 AU g.AProject\2020\20155 port orchard bethel a-d DETEC- SU WALKWAY BACK OF CURB - H DETECTABLE WARNING SEE NOTE 2 WIDTH OF SURFACE (DWS) -SEE NOTE 3 LANDING PARALLEL CURB RAMP (SEE NOTE 6) PEDESTRIAN RAILROAD CROSSING NOTE: STANDARD PLAN PROVIDED FOR REFERENCE ONLY DATE I REVISIONS Zo BACK OF CURB - SEE NOTE 2 s . O Z (V WIDTH OF C AT -THROUGH _ (TYP.) 2'- 0" MIN. LEGEND DIRECTION OF TRAVEL BACK OF CURB - SEE NOTE 2 MF111AIJ rl IT-TWOni IrZH WIDTH OF SHARED- --_1 USE PATH OR WALKWAY (TYP) WIDTH OF CUT -THROUGH (NP.) SHARED -USE PATH OR ROUNDABOUT SPLITTER WALKWAY ISLAND PAVEMENT EDGE .• ••••• SHOULDER DETECTABLE WARNING 5/ 5 SURFACE (DWS) - SEE NOTES 3 & 4 PLACEMENT GUIDELINES SHARED -USE PATH CONNECTION �nE e WASH �� �SKI LLINOS r- ±STt4 wwe Na,,e 5016 Lacey Boulevard SE, Lacey, Washington 98503 2/21/2024 (360)491-3399 Fax (360) 491-3857 0 CHARD. PORT ORCHARD WA 2, - 0" MIN. pQ WASg7� , Ncao r W Aug 30, 2021 DETECTABLE WARNING SURFACE STANDARD PLAN F-45.10-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Aug 31, 2021 A7! STATE DESIGN ENGINEER Washington State Department of T—sportation JOB NUMBER BETHEL AVE, BETHEL RD, 20155 LINCOLN AVE SE, MITCHELL RD SE SHEET 4 OF ROADWAY DETAILS 89 SHEETS - - _ M 51+29.74, 2.74' LT - EL: 256.00 MEDIAN 513M 51+19.87, 2.83' LT EL: 256.22 M 51+19.86, 0.17' RT M 50+82.26, 1.81' LT EL:256.29 EL: 257.30� - EX. ROW E C41 M �/NE - _ I - t0,00 C47 _ J-J C40 J� N M 50+82.45, 3.18' RT EL: 257.29 y A C46 - EL: 256.72 M PC: 52+30. M 52+24.76, 4.43' LT_ EL: 254.06 M 52+23.34, 2.29' LT EL: 254.13 5� \�fU M 52+25.23, 2.42' RT CRS EL: 254.12 ¢M 52+28.84, 4.38' RT EL: 254.04 M ,0- IAN 7A ENTERED BY: K. LANE CHECKED BY: I. LEE P.E. PROJ. ENGR.: I. LEE P.E. Plotted By Kazuma Lane on 2/21/24 10:58 AM Saved By. Klane on 2/18/24 10:14 PM g:\Project\2020\20155 port orchard bethel and PC: 50+ PRC: 51+15.91� M 51+19.56, 3.17' RT EL: 256.22 M 51+29.88, 0.42' RT. EL: 256.05 M 51+37.95, 3.00' LT EL: 255.82 M 51+40.64, 1.59' LT 1 EL:255.79 M 51+42.87, 1.61' RT EL: 255.77 M 51+41.52, 4.02' RT EL: 255.75 -PT: 51+38.48 51+29.74, 3.33' RT 256 00 SCALE IN FEET 0 10 2< MEDIAN 5A NUMBER RADIUS LENGTH BEARING DELTA C43 3.00 3.29 N37' 06' 42.61"E C44 41.00 3.90 N65' 45' 58.88"E C45 1.50 3.50 S50' 09' 24.13"E C46 91.00 11.65 S12' 58' 50.72"W L27 2.91 N79' 15' 56.20"W N79' 15' 56"W L28 3.17 N84' 35' 58.30"W N84' 35' 58"W C47 1760.00 8.34 1117' 24' 19.59"E MEDIAN 513 NUMBER RADIUS LENGTH BEARING DELTA C40 400.00 37.38 N7' 53' 13.15"E L25 3.01 N79' 15' 56.20"W N79' 15' 56"W L26 3.00 N84' 35' 58.30"W N84' 35' 58"W C41 1760.00 37.38 S6' 20' 08.08"W C42 2.50 7.64 S81' 51' 15.55"E \\ C0NSTRIJCTI0 NOTES 1. FOR SPUTTER ISLAND CURBING, USE "ROUNDABOUT CEMENT CONCRETE CURB & GUTTER (CURB 2). SEE WSDOT STD DETAIL F-10.18-03 ON SHEET 33. MEDIAN 5A $ 5B 2• STATION, OFFSET, AND ELEVATIONS ARE BASED ON EDGE OF GUTTER. M LINE - STA 48+99 TO STA 49+60 3. FOR TOP OF CURB ELEVATIONS ADD 4" TO EDGE OF GUTTER ELEVATIONS. M 52+40.66, 0.72' LT IAN 6A EL:253.91 _ M 52+41.08, 4.14' LT - EL:253.85 EX ROW M 52+48.69, 0.00' T EL: 253.87 �M 52+49.31, 3.41' LT C52 EL: 253.81 Y A \ MEDIAN 6B EL:253.77 \\ C55 M 52+75.29, 2.17' LT EL:253.72 C48 C53 oh _ EL:253.77 53 "C00 2.67� RT PT: 52+85.61 1_M 52+48.71, 3.01' RT EL: 253.82 PRC: 52+44.26 ROW M 52+75.37, 2.83' RT EL: 253.74 MEDIAN 6A & 6B M LINE - STA 50+40 TO STA 50+95 DATE REVISIONS SCALE IN FEET 0 10 20 MEDIAN 6A NUMBER RADIUS LENGTH BEARING DELTA L29 3.45 S72' 12' 10.95"E S72' 12' 11"E L30 3.39 S83' 01' 16.59"E S83' 01' 17"E C48 250.00 12.73 S7' 15' 11.90"W C49 3.00 4.51 S48' 50' 53.91"W C50 41.00 5.07 j S88' 21' 25.79"W C51 1.50 3.08 N36' 22' 45.57"W C52 87.00 15.55 N17' 18' 25.96"E MEDIAN 66 NUMBER RADIUS LENGTH BEARING DELTA L31 3.48 S72' 12' 10.95"E S72' 12' WE L32 3.00 S83' 01' 16.59"E S83' 01' 17"E C53 250.00 26.27 N10' 45' 44.46"E C54 2.50 7.76 N75' 12' 14.27"W C55 400.00 26.42 S13' 55' 38.30"W CONSTRUCTION NOTES: 1. FOR SPUTTER ISLAND CURBING, USE "ROUNDABOUT CEMENT CONCRETE CURB & GUTTER (CURB 2). SEE WSDOT STD DETAIL F-10.18-03 ON SHEET 33. 2. STATION, OFFSET, AND ELEVATIONS ARE BASED ON EDGE OF GUTTER. 3. FOR TOP OF CURB ELEVATIONS ADD 4" TO EDGE OF GUTTER ELEVATIONS. � 1 L 107+52.11, 5.76' LT �\ EL: 255.73 II 11 L 107+50.49, 3.63' LT EL: 255.70� 5-1- 107+52.48, 1.44' RT EL: 255.79 L 107+55.76, 3.57' RT, EL: 255.81 SCALE IN FEET 0 10 20 AN 7A 'L 107+68.39, 0.42' LT EL: 256.09 L 107+68.79, 3.68' LT EL:256.03 -o �o�FX ROW L 107+76.89, 2.99' LT 256.17 �L 1256.26 00, 2.93' LT 256.2\ EL: Yn EL:256.46\ L 108+17. Fc, : F-EL:256.67 MEDIAN 7A NUMBER RADIUS LENGTH BEARING DELTA C56 1.50 3.20 N56' 34' 44.58"E C57 91.00 16.04 S67' 16' 22.75"E L33 3.28 S17' 33' 52.16"W S17' 33' 52"W L34 3.19 S10' 30' 45.56"W S70' 30' 46"W C58 351.00 13.06 N79' 10' 04.70"W C59 3.00 4.36 N38' 37' 26.61"W C60 41.00 5.44 NO' 48' 55.98"W P: rSKI LLINOS a� 9 .rsr¢RE ti+�� )NAL EIl� 5016 Lacey Boulevard SE, Lacey, Washington 98503 2/21/2024 (360)491-3399 Fax (360) 491-3857 CONSTRUCTION NOTES: MEDIAN 7B NUMBER RADIUS LENGTH BEARING DELTA C61 350.00 41.29 S76' 06' 27.81"E C62 2.90 9.05 N17' 50' 11.48"E C63 250.00 34.31 N75' 31' 51.73"W C64 90.00 7.37 N77' 07' 06.99"W L35 3.01 11 S17' 33' 52.16"W S17' 33' 52"W L36 3.00 S10' 30' 45.56"W S10' 30' 46"W 1. FOR SPUTTER ISLAND CURBING, USE "ROUNDABOUT CEMENT CONCRETE CURB & GUTTER (CURB 2). SEE WSDOT STD DETAIL F-10.18-03 ON SHEET 33. 2. STATION, OFFSET, AND ELEVATIONS ARE BASED ON EDGE OF GUTTER. 3. FOR TOP OF CURB ELEVATIONS ADD 4" TO EDGE OF GUTTER ELEVATIONS. MEDIAN 7A & 7B M LINE - STA 106+90 TO STA 107+60 0 CHARD PORT ORCHARD I 0 I I II I I KEYMAP JOB NUMBER BETHEL AVE, BETHEL RD, 20155 LINCOLN AVE SE, MITCHELL RD BID SE SHEET 35 MEDIAN GEOMETRY 89 WA I SHEETS SCALE IN FEET 0 10 20 CONSTRUCTION NOTES: 1. FOR SPUTTER ISLAND CURBING, USE "ROUNDABOUT CEMENT CONCRETE CURB & GUTTER (CURB 2). SEE WSDOT STD DETAIL F-10.18-03 ON SHEET 33. 2. STATION, OFFSET, AND ELEVATIONS ARE BASED ON EDGE OF GUTTER. L 106+52.07, 3.06' LT 3. FOR TOP OF CURB ELEVATIONS ADD 4" TO EDGE OF GUTTER EL: 253.571 ELEVATIONS. L 106+52.43, 0.47' RT EL: 253.65 yzA MEDIAN 4C EL: 253.78 L 106+65.09, 4.20' LT NUMBER RADIUS LENGTH BEARING DELTA EL: 253.93 106+00 LINCOLN AVE L 106+68.23, 2.31' LT- EL:254.06 L22 13.38 S85' 10' 10.33"E S85' 10' 10"E SE L22 C36 3.00 4.39 S43' 12' 09.82"E C C37 41.00 5.79 _N L LINE S5' 16' 49.09"E C38 1.50 3.19 S51' 32' 37.56"W 106+50J �+ M C� C39 91.00 16.19 N72' 41' 06.35"W C39 �OjF L23 3.19 N14' 23' 54.71"E N14' 23' 55"E EL:254.141 - I L24 3.54 N1. 26' 17.73"E N1' 26' 18"E L 106+70.23, 3.47' RT . EL: 254.11 y A 11 II L 106+68.60, 5.58' RT \\ EL:253.79 EL:254.02 L 106+52.03, 3.63' RT EL:253.56 MEDIAN MEDIAN 4A, 4B, & 4C L LINE - STA 104+64 TO STA 106+11 DATE REVISIONS JOB NUMBER DESIGNED BY:K. LANE 2/21/24 NO. DATE aN �Of BETHEL AVE, BETHEL RD, 20155 ENTERED BY: K. LANE 2/21/24 ��e�� ~Tx�� r SKI L L 1 NGS LINCOLN AVE SE, MITCHELL RD BID CHECKED R.: I. LEE P.E. 2/21/24 ORCHARD SHEET PROJ. ENGR.: I. LEE P.E. 2/21/24 36 S'IONAL ETl 5016 Lacey Boulevard SE, Lacey, Washington 98503 0r Plotted By Kazuma Lane on 2/21 /24 10:58 AM ° e * wGl�� Saved By Au on 1/24ort 1:51 AM (360) 491-3399 Fax (360) 491-3857 MEDIAN GEOMETRY 89 Pro'ect 2020 20155 port orchard Bethel and lincoln CAD\SHEETS\20155_PS_MG_01 _SCH_B.dw 2�21�2024 PORT ORCHARD WA SHEETS LEGEND: MITCHELL RD SE nn - MITC -� RD SE SCALE IN FEET -• M LINE -. - SCALE IN FEET RAMP CONSTRUCTION LIMITS - - RIGHT-OF-WAY M LINE - _ 5 0 0 5 1_ - CONSTRUCTION CENTERLINE - ADA RAMP AREA 112 SQ FT ABBREVIATIONS: 18.75 L.F. OF CURB FRONT BOW BACK OF WALK 17.5 L.F. OF CURB FRONT M 51+18.02, 15.32' RT. M 51+28.80, 17.04' RT. EL ELEVATION M 51+29.12, 15.44' LT. M 51+19.84, 14.83' LT. FL:255.94 FL:255.79 TBC: +0.0 FL FLOWLINE FL: 255.78 FL: 255.93 TBC: +0.0 TBC: +0.0 TBC: +0.0 TBC TOP BACK OF CURB M 51+35.88, 16.72' LT. M 51+37.67, 20.25' RT. FL:255.60 FL:255.49 CONSTRUCTION NOTES: TBC: +0.5 o.a @ 15q TBC:+0.5 N a, 1. SIDEWALK WILL BE A MINIMUM OF 6' WIDE �1c ® 239 WITH A CROSS SLOPE NOT TO EXCEED 50:1, ' n p UNLESS TYING INTO AN EXISTING SIDEWALK. 7.5' @ 4.3% m o.o@ ts% o m co 8. 75' in '9�A @ 1 @ 2. RAMP CROSS SLOPES SHALL NOT EXCEED @ 2. 50:1. C 9O N �7 0' @ 4.97 ° U - 9.5' @ 1.4% ADA RAMP AREA M 51+17.25, 21.82' RT. 3. RAMPS TRANSVERSE SLOPES SHALL NOT 112 SQ FT BOW:256.01 EXCEED 12:1, UNLESS 15 FEET IN LENGTH. TBC: +0.5 4. LANDING CROSS SLOPE SHALL NOT EXCEED M 51+26.79, 23.33' RT. 50:1. M 51 4.59, 23.11' LT. M 51+19+87, 21.37' LT. BBC: +.89 TBC: +0.5 T 5. LANDING TRANSVERSE SLOPE SHALL NOT BOW:256.18 BOW:255.94 EXCEED 50:1. TBC: +0.5 TBC: +0.5 M 51+34.16, 26.01' RT. M 51+28.38, 21. 93' LT. LT. BOW:256.08 6. EXITING TRANSVERSE SLOPE FOR LANDING TBC: +0.5 ONTO ROADWAY SHALL NOT EXCEED 20:1. BOW:93' PER THE CITY STANDARD, GUTTER PANS TBC: +0.5 HAVE A SLOPE OF 12:1 AND MUST BE WARPED AT LANDINGS. RAMP 1 RAMP 2 SE LINCOLN VE - \ _ - LINCOLN AVE SE - L LINE L LINE ADA RAMP AREA = SCALE IN FEET ADA RAMP AREA = 15 LF OF 88 SQ FT 24 LF OF 155 SQ FT CURB FRONT L 107+70.62, 17.91' LT. o 5 s CURB FRONT SCALE IN FEET L 107+68.47, 16.12' RT..82 L 107+76.74, 15.95' RT. TBC: + .76 TBC: +0.0 FL:255.82 FL:255.79 0 5 10 L 107+78.10, 16.40' LT. TBC: +0.0 TBC: +0.0 FL: 255.87 L 107+62.85, 19.93' LT. L 107+61.61, 16.71' RT. L 107+85.18, 15.78' RT. TBC: +0.5 FL:255.67 FL: 255.65 FL: 255.85 TBC: +0.5 TBC: +0.5 TBC: +0.5 8.0 @ 1.4% b\ 7.0 6\ 8.0' @ 4.1 % 8.0' @ 0.4% 8.0' @ 7.0% f 1r rn tiC N �n A tO 7.2' @ 1.4% `O s.2s=z% 8.0' @ 4.3%f6 8.00' @_y.4% - cO 8.0' @ 6.8 N co L 107+62+23, 23.20' RT. L 107+85.35, 22.32' RT. L 107+78.85, 22.90' LT. L 107+65.59, 26.12' L I 0 BOW:256.25 BOW:256.42 BOW:255.94 BOW:256.23 TBC: +0.5 TBC: +0.5 TBC: +0.5 TBC: +0.0 L 107+72.18, 24.24' LT. L 107+68.61, 22.66' RT. L 107+76.89, 22.49' RT. BOW:255.84 BOW:255.91 BOW:255.88 TBC: +0.5 TBC: +0.5 TBC: +0.5 RAMP 3 RAMP 4 KEYMAP DATE REVISIONS a, ��e�� ~Tx�� PO ecrsre E91p4 S'IONAL EIl 2/21/2024 SKILL 1 NOS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 ��f ORCHARD PORT ORCHARD WA BETHEL AVE, BETHEL RD, LINCOLN AVE SE, MITCHELL RD JOB NUMBER 20155 BID DESIGNED BY: K. LANE 2 21 24 NO. DATE ENTERED BY: K. LANE 2 21 24 CHECKED BY: I. LEE P.E. 2/21 /24 PROJ. ENGR.: I. LEE P.E. _ _ - SHEET 37 or 89 SHEETS Plotted L+ Kazuma Lane on 2/21 /24 10: 58 AM ADA RAMPS Saved By Klane on 2/12/24 12:14 PM :\Project\2020\20155 Bethel Iincoln\CAD\SHEETS\20155_PS_ADA_04_SCH3.dw port orchard and M 52+35.22, 19.73' RT. FL: 253.74 TBC: +0.5 16.25' LF OF CURB FRONT MircH ELF SE - o ADA RAMP AREA = 104 SQ FT M 52+41.34, 18.27' RT. FL: 253.63 TBC: +0.0 M 52+48.88, 17.75' RT. FL: 253.56 TBC: +0.0 rn 8.25' @ 7.4% 8.0' @ 0.97 rn N 8.0' @ 7.0% 7.75, @ 1.47 M 52+36.34, 26.09' RT._j BOW: 254.28 TBC: +0.5 M 52+41.87, 24.78' RT. BOW: 253.72 TBC: +0.5 M 52+49.36, 24.28' RT. BOW: 253.61 TBC: +0.5 RAMP 5 M 52+36.74, 26.12' LT. M .20, 23.71' LT. BOW:254.06 BOW:W:253+0.63 TBC: +0.5 SCALE IN FEET TBC: +0.5 M 52+52.46, 21.97' LT. BOW: 253.57 s o TBC: +0.5 ADA RAMP AREA = 88 SQ FT 0 6.25' g y% �\7.25' @ 0.89,o Lai oD � N 8.0 @0.7%° M 52+33.58, 19.88' LT._] FL: 253.56 TBC: +0.5 M 52+44.29, 17.52' LT. FL: 253.54 TBC: +0.0 L_M 52+51.44, 15.52' LT. FL: 253.49 TBC: +0.0 15 LF OF CURB FRONT RAMP 6 SCALE IN LEGEND: RAMP CONSTRUCTION LIMITS - - - - RIGHT-OF-WAY - CONSTRUCTION CENTERLINE ABBREVIATIONS: BOW BACK OF WALK EL ELEVATION FL FLOWLINE TBC TOP BACK OF CURB CONSTRUCTION NOTES: 1. SIDEWALK WILL BE A MINIMUM OF 6' WIDE WITH A CROSS SLOPE NOT TO EXCEED 50:1, UNLESS TYING INTO AN EXISTING SIDEWALK. 2. RAMP CROSS SLOPES SHALL NOT EXCEED 50:1. 3. RAMPS TRANSVERSE SLOPES SHALL NOT EXCEED 12:1, UNLESS 15 FEET IN LENGTH. 4. LANDING CROSS SLOPE SHALL NOT EXCEED 50:1. 5. LANDING TRANSVERSE SLOPE SHALL NOT EXCEED 50:1. 6. EXITING TRANSVERSE SLOPE FOR LANDING ONTO ROADWAY SHALL NOT EXCEED 20:1. PER THE CITY STANDARD, GUTTER PANS HAVE A SLOPE OF 12:1 AND MUST BE WARPED AT LANDINGS. DATE REVISIONS JOB NUMBER DESIGNED BY: K. LANE 2/21/24 NO. DATE }aN� BETHEL AVE, BETHEL RD, 20155 ENTERED BY: K. LANE 2/21/24 ~�e�• NTx�� SKILL 1 NGSQkCHARD LINCOLN AVE SE, MITCHELL RD BID CHECKED BY: I. LEE P.E. 2/21/24 SE SHEET PROD. ENGR.: I. LEE P.E. 2/21/24 �o e5sTB9av ewe � 37 S1oNA6v 5016 Lacey Boulevard SE, Lacey, Washington 98503 Platted By. Kazuma Lane on 2/21/24 10: 59 AM �l8 Saved By Klane on 2/12/24 12:14 PM ADA RAMPS 89 of g:\Project\2020\20155 port orchard 6elhel and lincoln\CAD SHEETS 20155_PS_ADA_04_SCH3.dw 2/21/2024 (360) 491-3399 Fax (360) 491-3857 PORT ORCHARD WA SHEETS LEGEND: BETHEL R N B LINE 0 I N O MVm I 0 0 — `) — — G — — `J --aos-+oo — _ 3 — I — _ I 3 DRIVEWAY 3" COMMERCIAL HMA 12" CSBC L 105+95.61, 15.56' RT. 3 FL: 250.89 I L 106+35.61, 16.09' RT. � FL: 252.85 TBC: +0.0 — 3 I I I 3 I I 3 L 106+35.52, 22.59' RT.\ 3 L 106+10.41, 30.77' RT. BOW:252.95 I FI - 959.9n G— G — G— L 106+10.40, 31.32' RT. BOW: 252.21 — G- 3 G — G_ _ G N---w- -7--w--w---WEX_W---W---w---w---w---w—I-- _--------` w— W---W—--W— — —� DATE ENTERED BY: K. LANE CHECKED BY: I. LEE P.E. PROJ. ENGR.: I. LEE P.E. Plotted By Kazuma Lane on 2/21/24 11:46 AM Saved By. Klone on 2/21/24 11:42 AM g:\Project\2020\20155 port orchard bethel and L 106+14.68, 40.93' RT. MATCH EX. DRIVEWAY END ASPHALT PAVEMENT EL: 251.41 REVISIONS 106+30.45, 27.52' RT. 253.23 106+30.40, 31.53' R : 253.23 G— — _ T — G — — G — — G- - G- - G— — G— — G— — G — —\ xx-xxx W-xxx-�,x xx-xxx W xxx-bc xx-xxx-xnr-xxxxx —w —�--------- L 106+34.42, 42.76' RT. — — — — — — — _ MATCH EX. DRIVEWAY IN END ASPHALT PAVEMENT EL: 252.10 P: r SKILL 1 NGS x en )NAL ETl� 5016 Lacey Boulevard SE, Lacey, Washington 98503 2/21/2024 (360)491-3399 Fax (360) 491-3857 0 CHARD PORT ORCHARD RAMP CONSTRUCTION LIMITS — — — — RIGHT—OF—WAY — CONSTRUCTION CENTERLINE ABBREVIATIONS: BOW BACK OF WALK EL ELEVATION FL FLOWLINE TBC TOP BACK OF CURB CONSTRUCTION NOTES: 1. SIDEWALK WILL BE A MINIMUM OF 6' WIDE WITH A SCALE IN FEET CROSS SLOPE NOT TO EXCEED 50:1, UNLESS TYING INTO AN EXISTING SIDEWALK. 0 5 10 2. RAMP CROSS SLOPES SHALL NOT EXCEED 50:1. 3. RAMPS TRANSVERSE SLOPES SHALL NOT EXCEED 12:1, UNLESS 15 FEET IN LENGTH. 4. LANDING CROSS SLOPE SHALL NOT EXCEED 50:1. 5. LANDING TRANSVERSE SLOPE SHALL NOT EXCEED 50:1. 6. EXITING TRANSVERSE SLOPE FOR LANDING ONTO ROADWAY SHALL NOT EXCEED 20:1. PER THE CITY STANDARD, GUTTER PANS HAVE A SLOPE OF 12:1 AND MUST BE WARPED AT LANDINGS. Wa BETHEL AVE, BETHEL RD, LINCOLN AVE SE, MITCHELL RD SE DRIVEWAYS 1013 NUMBER 20155 BID 39 OF 89 x EX Row o O WATER O 2 GAS snw xxk xx - _ ow xxx-- x 5"`r dH MITCHx_0 xx xx� ' _ ELL RD SE - =x = ° 50+50 O5 CB-48 qHo M LINES' _ 0ss - Sow A 51+00 SD. � .�,i �_.- --- 5 50 SD- '� - - - - hMa So O6 CB-62 O8 CB-61 so \ )CB-60 CB 70 23 Q WATER ° i �6 CB-69 i 107+50-/� O5 CB-58 O GAS � Q O5 CB-57 Z � � J 1 PROFILE SCALE (FULL 22"X34") 1"=20' HOR. 1 "=..S' VFRT SEC. 35 & 36, T.24N., RAE., W.M., KITSAP COUNTY, WA h + 0 0 1 CB-50 0 1 sa 22 dH0 CB-64 9 10 CB-65 ^+ - - Og CB-51O5 4 MIN. DETENTION VOLUME °9A - 990 CUBIC FEET O 4 � � CB-66 \ CB-67 \ CB O7 6,-63 _ B 15 � � o �Ss 52+50 A S G- - G- s UPH 0 +00 �\ fX CB-52 'TOW s - 53+SO 0 CB-68 �1'�54*00 ,,WATER 2 8 N a GAS z0 GAS sow\ Ndn r 54+12 CB-54Ofi �� o / cq rF RO Ss \ o SO\ c � MITCHELL TO OUTFALL B PLAN VIEW PROPOSED CB-64 B-62 SURFACE 0 M 52+6L47, 10.23' LT. M 1+80.05, 0.0 RT. OF PIPE RIM:253.55 B-66 M 50+90.06, 0.40' RT. IE:252.64 (2" S) CB-63 IE:250.55 (1 N) IM:253+28 CB-67 RIM:257.11 IE:252.78 ( 2" E) 52+36.05, .60' LT. IE:250.33 (1 W) E: 245.89 (3 S) M 53+76. 2, 6. IE:252.68 (1 W) IE:252.21 (12" N) RI :12" E:245.89 (3 E) IE:252.68 1 E E:250.47 (12" W) W) CB 65 E:245.89 3 N [RIM:253.21 IE:245.89 36" IE:253.34 (1 N) M 2+66.73, 6.19' LT. 2" E:250.4 (12" E) 253,63 1. SURFACE 11 IE: 250.47 (12" N) E: 48.88 (12" ) OF PIP ------ �RIM' E: 45.89 (36" ) STA:131+89.87 0 ELEV: 250.84 90 LF OF 12 IN. DIA . AT 0.78% 12 N. DIA AT 2.32% 4 IN.. DIAM GAS T IE: 252. 4 27 LF OF 8 IN. DIAM WATER " AT IE: 250.49 155 6 LF OF_,Z LF OF 12 IN. DIAIA. AT 0.50% BIOPOD 'X8' 36 IN. DIAM. A r 0.00% M 52 64.48, 21.0 LT RIM:2 4.04 36 IN. DI M. AT 0.00 O22 IE:2 IE:2 0.30 9.60 Li0 12 LF OF N. DIAM. AT .25% 6 LF OF 12 IN. DIAM. T 0.50% N c0 � m 01 01 0 t0 00 N t0 n^ �Cl04 w �� Mtj Mr�•i MM NN NN NN NN NN NN NN 130+00 ENTERED BY: K. LANE CHECKED BY: I. LEE P.E. PROD. ENGR.: I. LEE P.E. Platted By Kazuma Lane on 2/21/24 11:00 AM Saved By Klane on 2/21/24 8:36 AM g.AProject\2020\20155 port orchard Bethel and 130+50 131+00 DATE 131 +50 REVISIONS 132+00 132+50 133+00 PROFILE VIEW I 270 270 265 265 i0' LT. 1060 260 255 255 250 250 245 245 240 240 235 235 CB-66 M 53+21 23, 7.54' LT. RIM: 253. 8 FIE: 245.8 36" S IE: 245.89 (36" E) IE: 245.89 (36" N) CB- 8 RIM: 53.52 E:245.89 (36" W) E:245.89 (36" N) SURFACE q OF PIPE PROPOSED SURFACE 0 OF PIPE :1 L43 LF DIF CMP PIPE 36 IN. DIAM. AT 0.0 % 8 LF OF CMP PIPE 36 IN. DIAM. AT 0.0 % tto 0- N CA NPi 10" N NU_ r W lei W w W 0+00 0+25 0+50 0+75 SCALE IN FEET 40 STORM WATER LEGEND. -SD- SOLID WALL PVC STORM DRAIN LINE -�- - - EX. STORM DRAIN LINE 0 EX. CATCH BASIN LE CATCH BASIN TYPE I PER WSDOT STD. PLAN B-5.20 CATCH BASIN TYPE II PER WSDOT STD. PLAN B-10.20 ®O OLD CASTLE BIOPOD SEE SHEET SEE SHEET 52 CONTECH DETENTION PIPES SEE 40,41,42&43 FOR PLAN & PROFILE STORM WATER KEYNOTES: O2 SEE APPENDIX D OF PROJECT MANUAL FOR POTHOLE DATA. 0 36" DETENTION PIPE. SEE THIS SHEET FOR PLAN & PROFILES. O6 CATCH BASIN TYPE II 48" DIAM. SEE DETAIL ON SHEET 46. O CATCH BASIN TYPE II 54" DIAM. W/ FLOW CONTROL TEE. RISER (TYPE: FLAT, NO NOTCH):18" DIAMETER WITH 2.0' HEIGHT (BOT ELEV. 245.89, TOP ELEV: 247.89) ORIFICE 1: 0.5" AT 0' ELEVATION = IE 245.89 ORIFICE 2: 2.0" AT 0.4' ELEVATION = 246.29 SEE DETAIL ON SHEET 50 O8 CATCH BASIN TYPE II 54" DIAM. SEE DETAIL ON SHEET 46 O9 CATCH BASIN TYPE II 60" DIAM. SEE DETAIL ON SHEET 46 10 ROLLED CURB DRAIN. SEE DETAIL ON SHEET 45 15 INSTALL ENERGY DISSIPATING QUARRY SPALL AT OUTFALL. FOLLOW 270 WSDOT STANDARD SPECS. 22 OLD CASTLE BIOPOD (8' x 6') SEE DETAIL ON SHEET 52. 23 ROTATE CATCH BASIN TO NOT CONFLICT WITH FLOW LINE. REPLACE 265 WITH SOLID METAL COVER. 260 STORM WATER NOTES: 1. ALL CATCH BASINS WITHIN ROADWAY SECTION SHALL HAVE RECTANGULAR VANED GRATE WSDOT STD PLAN B-30.30-03, UNLESS STATED OTHERWISE. SEE DETAIL ON SHEET 48. 255 2. ALL CATCH BASINS OUTSIDE OF ROADWAY SECTION SHALL HAVE A CIRCULAR FRAME (RING) AND COVER WSDOT STD PLAN B-30.70-04, 250 UNLESS STATED OTHERWISE. SEE DETAIL ON SHEET 47. 3. ALL CATCH BASIN STATIONS AND OFFSETS IDENTIFY THE LOCATION OF 245 THE CENTER OF THE STRUCTURE. 4. ALL STORM PIPE SHALL BE SOLID WALL PVC STORM SEWER PIPE, UNLESS OTHER INDICATED IN PLANS. 240 5. PROFILE SURFACE FOLLOWS THE CENTERLINE OF PROPOSED STORM PIPE I � 235 6. PROTECT ALL EXISTING UTILITIES UNLESS OTHERWISE STATED IN PLANS. IL I I KEYMAP s O BETHEL AVE BETHEL RD, SKI L L 1 NGS LINCOLN AVE SE, MITCHELL RD 5 ORCHARD SE ST% 9 W� .ITERE 1�F' 1NAL EIye' 5016 Lacey Boulevard SE, Lacey, Washington 98503 �- - STORM WATER PLAN & 2/21/2024 (360) 491-3399 Fax (360) 491-3857 PORT ORCHARD WA PROFILE 211155 BID SHEET 40 OF 89 SHEETS PROFILE SCALE (FULL 22"X34") 1"=20' HOR. 270 1 "=5' VERT. 265 260 255 250 245 240 SEC. 35 & 36, T.24N., RAE., W.M., KITSAP COUNTY, WA O + UPHO4 / N O ROW � CB-50 0 ore W OT c CB-63 CB-53O5 CB-49 I" � � � GAS (DWATERO2 LINCOLN AVE SE i 0 1 GAS O2 106+50 � 0 L LINE vjN -- - - --- --- CB-54O6 1 p7+00 S \�B WATER O2 s r I D \\ ..G xx-G_ G CBr62(D i h LL! 4- 00 s 107+50 + WATER Q Z Igor: ss, 2 GAS g J O 8<D B--- = x. ROW x GAS CID O CB-57 QWATER- X �3 GAS 2 CBz 6�9 O CB-56 ` + MITCHELL NE CORNER AND SE CORNER PLAN VIEW L 107+11.13, .96' RT. PROPOSED CB-56 RI :256.01 SURFACE ® PROPOSED EX. SURFACE ® L 108+58.55, 13.12' RT. IE:252.64 (12' S) rk OF PIPE SURFACE 0 OF PIPE IM:257.16 OF PIPE IE:252.21 (12" N) B-54 CB-55 L 1 7+82.411 13. 5' LT. L 108+58.70, 1 .64' LT. RIM: 55.98 RI : 257.26 IF IE:253.19 (2" S) IE:254.26 (12" SW) IE:253.53 (2" E) L L 0 EX. SURFACE 0 q OF PIPE 0 72 LF OF 79 LF OF 28 LF OF 12 IN. DI M. AT 0.66% 2 IN. DIAM. AT 0.92% 12 IN. DIAM. AT 0.7 % 4 N. DIAM GAS AT IE: 252.(1 8 IN. DIM WATER AT IE: 250.94 8 IN. DIAM WATER AT IE: 250. C4 co ON i[ C7U 00 LO NN LO to � 10N L Nij CCU W 11 W W N N N N N N N N C4 N N N W W C0 W U W U L.W •• C4 W C� W W •• U' W C0 C0 W W O W U' lL 162+25 162+00 161+75 161+50 161+25 161+00 160+75 160+50 160+25 160+00 159+75 270 265 260 255 250 245 240 PROFILE SCALE (FULL 22"X34") 1"=20' HOR. 270 1 "=5' VERT. 265 260 255 250 245 240 CB-54 L 107+8 .41, 13.95' LT. RIM: 255.)8 E:253.2 (12" W) PROPOSED E:253.5 (12" E) SURFACE 0 OF PIPE CB-57 L 107+81.67 14.77' RT. RIM:25 .85 E:253. 6 (12" N) O EX. SURFACE OF PIPE 29 LF OF 12 IN. DIAM. AT 0.25% 8 IN. DIAM WATER AT I : 250.49 M 00 N f0 0) n U) In C W U- N E N N U- W U- W W W 9+75 10+00 10+25 10+50 10+75 SCALE IN FEET 0 20 40 STORM WATER LEGEND: -BD- SOLID WALL PVC STORM DRAIN LINE -sD- - - EX. STORM DRAIN LINE ❑o EX. CATCH BASIN ❑O CATCH BASIN TYPE I PER WSDOT STD. PLAN B-5.20 CATCH BASIN TYPE II PER WSDOT STD. PLAN B-10.20 ®O OLD CASTLE BIOPOD SEE SHEET SEE SHEET 52 CONTECH DETENTION PIPES SEE 40,41,42&43 FOR PLAN & PROFILE STORM WATER KEYNOTES: 20 SEE APPENDIX D OF PROJECT MANUAL FOR POTHOLE DATA. 0 CATCH BASIN TYPE I SEE SHEET 44 FOR DETAIL Os CATCH BASIN TYPE II 48" DIAM. SEE SHEET 46 FOR DETAIL 23 ROTATE CATCH BASIN TO NOT CONFLICT WITH FLOW LINE. REPLACE WITH SOLID METAL COVER. STORM WATER NOTES: 1. ALL CATCH BASINS WITHIN ROADWAY SECTION SHALL HAVE RECTANGULAR VANED GRATE WSDOT STD PLAN B-30.30-03, UNLESS STATED OTHERWISE. SEE DETAIL ON SHEET 48. 270 2. ALL CATCH BASINS OUTSIDE OF ROADWAY SECTION SHALL HAVE A CIRCULAR FRAME (RING) AND COVER WSDOT STD PLAN B-30.70-04, 265 UNLESS STATED OTHERWISE. SEE DETAIL ON SHEET 47. 3. ALL CATCH BASIN STATIONS AND OFFSETS IDENTIFY THE LOCATION OF 260 THE CENTER OF THE STRUCTURE. 4. ALL STORM PIPE SHALL BE SOLID WALL PVC STORM SEWER PIPE, UNLESS OTHER INDICATED IN PLANS. 255 5. PROFILE SURFACE FOLLOWS THE CENTERLINE OF PROPOSED STORM PIPE. 250 6. PROTECT ALL EXISTING UTILITIES UNLESS OTHERWISE STATED IN PLANS 245 240 I 0 I I I I I KEYMAP DATE REVISIONS JOB NUMBER DESIGNED BY: K. LANE 2 21 24 NO. DATE aN �Ofj BETHEL AVE, BETHEL RD, 20155 ENTERED BY: K. LANE 2 21 24 ��e� NTx�� SKILL 1 NGS �ww LINCOLN AVE SCE, MITCHELL RD BID CHECKED : I. LEE P.E. 2/21/24 ORCHARD SE SHEET PROD. ENGR.R.: I. LEE P.E. 2 21 24 �o e5sr9av ewe _� 41 Plotted By.KommO pone on 2/21/24 n:oo AM SroNn�e�y6�� 5016 Lacey Boulevard SE, Lacey, Washington 98503 STORM WATER PLAN & or saved ey Klone on 2/21/24 8:36 AM (360) 491-3399 Fax (360) 491-3857 89 q:Aproject\2o2o\AF" port orchard Bethel and rincom\CAD\SHEETS\2055-PS_SD_05. dwq 1 2/21/2024 PORT ORCHARD WA PROFILE SHEETS 270 M 265 260 255 250 245 240 SEC. 35 & 36, T.24N., RAE., W.M., KITSAP COUNTY, WA (DCB-51 A � B cg-ss `g411 o Z / CB-52O5 CB-84 3 / O , UPH 2O EX Qr/ / GAS 0 ROW w B B + N I _ 5 CB-50 h 7 CB-63 CB-53 AVE SE O5 CB-4O9 (D' / WATER (D LINCOLN o _ 106+50 ® GAS (DL LINE 3 h - C13-54 (8 WATER 1 p7+0 0 3 B ss e D X ROW W_ _ o �...�oA �P G i W_ SD 2WTE \ so G_ o CBr62�6 1pg+0p SD u�y� A G PROFILE SCALE (FULL 22"X34") 1"=20' HOR. 1"=5' VERT. EX SURFACE O CB- 4 rL OF PIPE 2+6 .47, 10.23' LT. RIM:253. 5 IE: E: 50.55 (12" 11) CB-51 IE: 50.33 (12" ) M 5 +97.78, 12. 1 253.37 RRIM: IE:2 0.82 (12" S PROPOSED SURFACE q OF PIPE 12 IN. DIA M. OP. TORM.38 M LF OF AT IE: 249.30 12 IN. DIA . AT 0.727 't N 00 O t0 to W L0 W) 1r0 0 0 66 lOi NN N W L WLi W W LOi 139+75 140+00 140+25 140+50 140+75 DATE ENTERED BY: K. LANE CHECKED BY: I. LEE P.E. PROD. ENGR.: I. LEE P.E. Platted By. Kazuma Lane on 2/21/24 11:00 AM Saved By Klane on 2/21/24 8:36 AM g.AProject\2020\20155 port orchard Bethel and 270 265 260 255 250 245 240 PLAN VIEW PROFILE SCALE (FULL 22"X34") 1"=20' HOR. 1 "=5' VERT. 270 265 260 255 250 245 240 CB-49 CB-5 L 106+69.50, 0.71' RT. M 52 37.45, 17.97 LT. C -52 RIM: RIM: 2 3.5 M 52 99.09, 13.22 RT. IE:250.86 (12" NE) IE:25 .56 (12" SW RIM: 2 3.61 PROPOSED SURFACE ® CB-63 (L Of PIPE M 52+36 05, 0.60' LT. RIM:253. 5 250.4 (12" W) EX. SURFACE IE:250.91 (12" S) (L OF PIPE �11: E:250.49 (12" E) E:250.4 (12" N) 60 LF OF 59 LF OF 12 IN. DIAM. AT 0.50 " 12 N. DIAM. AT 0.50% 17 LF OF 1, 2 IN. DIAM GAS AT 12 IN. DIAMI. AT 0.50% R IE: 249.87 2 IN. DIAM GAS AT 52+37.60, 17.93' RT. IE: 249.87 M:253.69 19 F OF :250.59 (12' W) 12 11. DIAM. AT .50% :250.59 (12' N) O� to 110 0 nN N c^O a00 M t(01^A Lo In N Lo to LO LO LO to LO 10 W W NNLCO N N N C4 N N W- U W U CD W U' W (7 (0 W CO U U W cc W W -0+25 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 SECTION B-B PROFILE VIEW SCALE IN FEET 0 20 40 STORM WATER LEGEND: -SD- SOLID WALL PVC STORM DRAIN LINE -�- - - EX. STORM DRAIN LINE ❑o EX. CATCH BASIN O CATCH BASIN TYPE I PER WSDOT STD. PLAN B-5.20 CATCH BASIN TYPE II PER WSDOT STD. PLAN B-10.20 ®O OLD CASTLE BIOPOD SEE SHEET SEE SHEET 52 so CONTECH DETENTION PIPES SEE 40,41,42&43 FOR PLAN & PROFILE STORM WATER KEYNOTES: O2 SEE APPENDIX D OF PROJECT MANUAL FOR POTHOLE DATA. O CATCH BASIN TYPE I SEE SHEET 44 FOR DETAIL. Os CATCH BASIN TYPE II 48" DIAM. SEE SHEET 46 FOR DETAIL STORM WATER NOTES: 1. ALL CATCH BASINS WITHIN ROADWAY SECTION SHALL HAVE RECTANGULAR VANED GRATE WSDOT STD PLAN B-30.30-03, UNLESS STATED OTHERWISE. SEE DETAIL ON SHEET 48. 270 2. ALL CATCH BASINS OUTSIDE OF ROADWAY SECTION SHALL HAVE A CIRCULAR FRAME (RING) AND COVER WSDOT STD PLAN B-30.70-04, 265 UNLESS STATED OTHERWISE. SEE DETAIL ON SHEET 47. 3. ALL CATCH BASIN STATIONS AND OFFSETS IDENTIFY THE LOCATION OF THE CENTER OF THE STRUCTURE. 260 4. ALL STORM PIPE SHALL BE SOLID WALL PVC STORM SEWER PIPE, UNLESS OTHER INDICATED IN PLANS. 255 5. PROFILE SURFACE FOLLOWS THE CENTERLINE OF PROPOSED STORM PIPE. 6. PROTECT ALL EXISTING UTILITIES UNLESS OTHERWISE STATED IN 250 PLANS 245 240 REVISIONS SKILLINGS _ ORCHAR_ D V �o t'CI TE4E'9 FW2. /U SONAl.. 5016 Lacey Boulevard SE, Lacey, Washington 98503 2/21/2024 (360) 491-3399 Fax (360) 491-3857 PORT ORCHARD WA I 1 0 I 1 I 1 I I 1 KEYMAP JOB NUMBER BETHEL AVE, BETHEL RD, 20155 LINCOLN AVE SE, MITCHELL RD BID SE SHEET of STORM WATER PLAN & PROFILE 82 SHEETS I -EX ROW B - O5 CB-48 :tCB-61(DOCB-60 _ OCB-6 _ 23 CB 70- EX.) Ow- - PROFILE SCALE (FULL 22"X34") 1"=20' HOR. 270 1"=5' VERT. 265 260 255 250 245 240 A CB 25U--/ 12 CB-69 O y1 05 CB-57�/ I - SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA J I \^ I I CB-50 CB-64 c CB-51 O CB-65 CB-63 \ CB-66 I � CB-67 _ SD\ CB-68 o CB-53_ Fk.;'C' �-G_ _. u WS\ ROW ./ \ 1D _ o _ s s ydn COB 3309 4 -\ A s G 2 13 11 D�S� Spy G _ \ 12 \0��� ss Spy ell, O 2 cq Tf �74 a Sg \ gp\ G �S CB-5406\\\ s \ \ r t� MITCHELL SE TO NE CORNER COLLECTION PLAN VIEW CB 70 CB 309 M 1+32.46, 2015'. RT. M 5 +12.84, 26.4 ' RT. RIM 256.04 RIM: T54.88 E: 52.27 (12" N) IE:2 1.35 (12" S) PROPOSED IE: 52.89 8 E CB 2502 E:2 1.35 (12" N) OF PIPE KI 51+34.07, 9.89' RT. CB-69 M 51+43.42 21.28' RT. EX. SURFACE R M: 256.35 -RIM: 255.42 q OF PI E IE:253.9 (6" SE) IE:252.18 1 S 12 IE:252.18 (12" N) 11 77T1 I T 21 L. OF 6 114.DIAM. AT 1.11% [33 20 LF F 65 LF OF LF OF 8 IN. DIAM. AT 5.4 % 12 N. DIAM. AT 1.28% 12 IN. DIAM. AT 0.2 % T IE: 252.44 28 LF OF 10 LF OF 12 IN. DI AT 0.27% 1 IN. DIAM. A 0.90% rn N�� °M' mm A vi N r1 Lo N 4 4 4 u rA'i (3 W L_ W N N N N • • N N N N N W Wl_ W Wl_ U' W U' C7 la_ W C7 W C� 16 W C7 W 0 U' L_ W (.� W U' U_ -0+50 -0+25 0+00 0+25 DATE ENTERED BY: K. LANE CHECKED BY: I. LEE P.E. PROJ. ENGR.: I. LEE P.E. Plotted By: Kazuma Lane on 2\21/24 11:23 AM Saved By: Kldne on 2/21/24 11.22 AM 0:\Pro'ect\2020\20155 port orchard bethel and 0+50 0+75 1+00 1+25 MITCHELL SE TO NE CORNER PROFILE VIEW REVISIONS 1+50 1+75 2+00 2+25 2+50 270 1 270 265 265 M 260 260 255 1 255 250 1 250 245 1 245 240 1 240 PROFILE SCALE (FULL 22"X34") 1"=20' HOR. 1"=5' VERT. PROPOSE SURFACE ® q EX. SURFACE ® OF PIPE OF PIPE CB- 8 CB-60 0+8 .49, 13.35' T. M 50+9 .37, 13. 6' R RIM:256. 5 RIM:256. 0 IE 252.75 (12" E) IE:253.01 (12" W 12 I 14 LF .DIAM. AT OF .51% 6 IN. DIAM. WATER AT IE: CB-61 252.08 R M: 257.11 IE:252.6 (12" W) IE:252.6 (12" E) 14 LF OF IE:253.3 (12" N) 12 IN. DIA . AT 2. 7% r In N -0+25 0+00 0+50 0+65 stt�,. T SKILLINGS pRCHARD 5r009 9 W� �- .ISTERE 1�F' )NAL E4G 5016 Lacey Boulevard SE, Lacey, Washington 98503 2/21/2024 (360) 491-3399 Fax (360) 491-3857 PORT ORCHARD A--w SCALE IN FEET 0 20 40 STORM WATER LEGEND: -SD- SOLID WALL PVC STORM DRAIN LINE -SD- - - EX. STORM DRAIN LINE EX. CATCH BASIN ❑O CATCH BASIN TYPE I PER WSDOT STD. PLAN B-5.20 CATCH BASIN TYPE II PER WSDOT STD. PLAN B-10.20 ®O OLD CASTLE BIOPOD SEE SHEET SEE SHEET 52 m CONTECH DETENTION PIPES SEE 40,41,42&43 FOR PLAN & PROFILE STORM WATER KEYNOTES: 02 SEE APPENDIX D OF PROJECT MANUAL FOR POTHOLE DATA. 0 OLD CASTLE BIOPOD (8' X 12'). FOR INSTALLATION AND FACILITY INVERTS SEE DETAIL ON SHEET 52. OS CATCH BASIN TYPE I. SEE DETAIL ON SHEET 44. Os CATCH BASIN TYPE II 48" DIAM. SEE DETAIL ON SHEET 46. BEGIN CULVERT EXTENSION. SEE DETAIL FOR CONNECTION TO 11 DISSIMILAR PIPES ON SEE 51. END OF CULVERT PIPE. MATCH TO EX. BOTTOM OF SWALE. INSTALL 12 QUARRY SPALL FOLLOW STANDARD SPECS. 13 PROTECT EX. CATCH BASIN 23 ROTATE CATCH BASIN TO NOT CONFLICT WITH FLOW LINE. REPLACE WITH SOLID METAL COVER. STORM WATER NOTES: 270 1. ALL CATCH BASINS WITHIN ROADWAY SECTION SHALL HAVE RECTANGULAR VANED GRATE WSDOT STD PLAN B-30.30-03, UNLESS STATED OTHERWISE. SEE DETAIL ON SHEET 48. 265 2. ALL CATCH BASINS OUTSIDE OF ROADWAY SECTION SHALL HAVE A CIRCULAR FRAME (RING) AND COVER WSDOT STD PLAN B-30.70-04, 260 UNLESS STATED OTHERWISE. SEE DETAIL ON SHEET 47. 3. ALL CATCH BASIN STATIONS AND OFFSETS IDENTIFY THE LOCATION OF 255 THE CENTER OF THE STRUCTURE. 4. ALL STORM PIPE SHALL BE SOLID WALL PVC STORM SEWER PIPE, UNLESS OTHER INDICATED IN PLANS. 250 5. PROFILE SURFACE FOLLOWS THE CENTERLINE OF PROPOSED STORM PIPE. 6. PROTECT ALL EXISTING UTILITIES UNLESS OTHERWISE STATED IN 245 PLANS l�o 240 I I I II I 1 KEYMAP BETHEL AVE, BETHEL RD, 20155 LINCOLN AVE SE, MITCHELL RD BID SE SHEET of STORM WATER PLAN & WA PROFILE 8 SHEETS #3 BAR EACH CORNER #3 BAR HOOP *1 DAD CArI.! FRAME AND VANED GRATE 1 2", 4", 6", 12", OR 24" 6" (IN) HEIGHT INCREMENT (SPACED EQUALLY) RECTANGULAR ADJUSTMENT SECTION PRECAST BASE SECTION \R (TYP.) PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER (INCHES) REINFORCED OR 12" PLAIN CONCRETE ALL METAL PIPE 15" CPSSP * (STD. SPEC. SECT. 9-05.20) 12" SOLID WALL PVC 15" (STD. SPEC. SECT. 9-05.12(1)) PROFILE WALL PVC 15" (STD. SPEC. SECT. 9-05.12(2)) Yt CORRUGATED POLYETHYLENE STORM SEWER PIPE #3 BAR EACH CORNEF 18" (IN) MIN #3 BAR HOOP (SEE NOTE 1) ALTERNATIVE PRECAST BASE SECTION NOTES 1. As acceptable alternatives to the rebar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), or wire mesh having a minimum area of 0.12 square inches per foot shall be used with the minimum required rebar shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed in the knockouts. 2. The knockout diameter shall not be greater than 20" (in). Knockouts shall have a wall thickness of 2" (in) minimum to 2.5" (in) maximum. Provide a 1.5" (in) minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification Section 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5' (ft). 4. The frame and grate may be installed with the flange down, or integrally cast into the adjustment section with flange up. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1 : 24 or steeper. 6. The opening shall be measured at the top of the Precast Base Section. 7. All pickup holes shall be grouted full after the basin has been placed. NOTE: STANDARD PLANS INCLUDED FOR REFERENCE ONLY �® 'f 41819 ' 1> �41 F�1 STEM �G1� sr®NAL Julie Heilman 2020.09.01 07:52:50 -07'00' CATCH BASIN TYPE 1 STANDARD PLAN B-5.20-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Roark Steve Digitally signed by Roark, Steve Date: 2020.09.09 09:45:23-07'00' STATE DESIGN ENGINEER Adw Washington State Department of Transportation DATE REVISIONS JOB NUMBER DESIGNED BY: K LANE 2 21 24 NO. DATE oNw s��G �� BETHEL AVE, BETHEL RD, 20155 ENTERED BY: K. LANE 2/21/24 LINCOLN AVE SE, MITCHELL RD CHECKED : I. LEE P.E. 2/21/24 SKILL 1 NGS ORCHARD `SE SHEET PROJ. ENGR.R.: I LEE P.E. 2 21 24 e Plotted By Kazuma Lane on 2/21/24 11:01 AM �O ���sTE4ti�ti?�� L4 saveBy: Dmae�tens on 2/19/24 231 PM `SIONALEOG 5016 Lacey Boulevard SE, Lacey, Washington 98503 Or 2 21 2 (360) 491-3399 Fax (360) 491-3857 STORM WATER DETAILS 89 q:AProd 2'(360) port orchard Bethel and fincoln\CAD\SHEETS\20155_DE_05.dwq / / 024 PORT ORCHARD WA SHEETS NOTES B 1. Bolt down capability is required on all frames, grates, and covers, unless specified otherwise in the contract. Provide 2 holes in the J TRANSITION TRANSITION frame that are vertically aligned with the grate or cover slots. _J T - 6" MIN. T - 6" MIN. The frame shall accept the 304 Stainless Steel (S.S.) 5/8" (in) o - 11 NC x 2" alien head cap screw by being tapped, or other approved mechanism. Location of bolt -down holes varies Zby manufacturer. ry Lu 2. Refer to Standard Specification, Section 9-05.15 and 9-05.15(2) for additional requirements. z o 0 o o J m 3. For Adjustment Section Details — See Standard Plan B-30.90. 4 Size and dimensions of drains vary by Manufacturer, but open o O 0 O O O area shall be 1.5 square feet minimum. BACK EDGE OF FRAME EVEN WITH BACK FACE OF CURB NOTE: STANDARD PLANS INCLUDED FOR REFERENCE ONLY PLAN ROLLED INLET 20 3/8" CENTERLINE OF DRAINAGE STRUCTURE MAY DIFFER FROM THE CENTERLINE 19 OFTHE FRAME AND GRATE TRANSITION FRONT EDGE OF FRAME FLUSH WITH STREET/ 4" R. GUTTER SURFACE i MATCH ROADWAY SLOPE I 1 3T14" i\ T o 0 17" 31" DATE ENTERED BY: K. LANE CHECKED BY: I. LEE P.E. PROJ. ENGR.: I. LEE P.E. Platted By. Kazuma Lane on 2/21/24 11:01 AM Saved By Dmaertens on 2/19/24 2:31 PM g.AProject\2020\20155 port orchard Bethel and SECTION O REVISIONS 27 3/16" 25 3/4" O O iV (V O 17" 35" SECTION O r: rSKILLINGS lSTER�'91�F� )NAL E�6 5016 Lacey Boulevard SE, Lacey, Washington 98503 2/21/2024 (360)491-3399 Fax (360) 491-3857 0 CHARD. PORT ORCHARD WA ISOMETRIC VIEW �O / 41619,�r,� " �� A� ICI STERN �� sslONAL Julie Heilman 2020.09.01 07:51:27 -07'00' ROLLED CURB DRAIN STANDARD PLAN B-30.05-00 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Digitally signed by Roark, Steve Roark, Steve Date: 2020.09.09 09:49:15 -07'00' STATE DESIGN ENGINEER AMk Washington State Department of Transportation BETHEL AVE, BETHEL RD, LINCOLN AVE SE, MITCHELL RD SE STORM WATER DETAILS 20155 BID 45 89 NOTES Lu 0 1. No steps are required when height is 4' or less. W2. The bottom of the precast catch basin may be sloped to facilitate cleaning. LL r 3. The rectangular frame and grate may be installed with the flange up or down. co The frame may be cast into the adjustment section. z 4. Knockouts shall have a wall thickness of 2" (in) minimum to 2.5" (in) maximum. o Provide a 1.5" (in) minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification Section 9-04.3. CATCH BASIN FRAME AND VANED GRATE OR MANHOLE RING AND COVER g 00 N r7 Q Z v RECTANGULAR ADJUSTMENT SECTION OR CIRCULAR ADJUSTMENT SECTION w° FLAT SLAB TOP z o z z a O SEE TABLE ° MORTAR (TYP.) dl 0 STEPS OR �=l LADDER "O" RING (V� a 12" SEPARATE BASE INTEGRAL BASE PRECAST PRECAST WITH RISER (48" (IN) - 72" (IN) ONLY) - REINFORCING STEEL (TYP.) GRAVEL BACKFILL FOR PIPE ZONE BEDDING 4 CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER MIN. WALL THICKNESS MIN. BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS 48" 4" 6" 36" 8" 54" 4.5" 8" 42" 8" 60" 5" 8" 48" 8" 72" 6" 8" 60" 12" 84" 8" 12" 72" 12" 96" 8" 12" 84" 12" 120" 101, 12" 96" 12" 144" 12" 12" 1081, 12" PIPE ALLOWANCES CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER BASIN DIAMETER CONCRETE ALL METAL CPSSP 1� PP ® SOLID WALL PVC 2 PROFILE WALL PVC U 48" 24" 30" 24" 30" 30" 54" 30" 36" 30" 36" 36" 60" 36" 42" 36" 42" 42" 72" 42" 54" 42" 48" 48" 84" 54" 60" 54" 48" 48" 96" 60" 72" 60" 48" 48" 120" 66" 84" 60" 48" 48" 144" 78" 96" 60" 48" 48" Corrugated Polyethylene Storm Sewer Pipe (See Standard Specification Section 9-05.20) (See Standard Specification Section 9-05.12(1)) 43 (See Standard Specification Section 9-05.12(2)) ® Polypropylene Pipe (See Standard Specification Section 9-05.24) NOTE: STANDARD PLANS INCLUDED FOR REFERENCE ONLY OF WASy7 �A��� Nc� Qz �® 41819 w� A� FC1 STERN 10NAL ECG n Heilman, Julie Feb 20 2018 12:49 PM cosi8n CATCH BASIN TYPE 2 STANDARD PLAN B-10.20-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION wrpmw,,atr Mar 2201810:01 AM STATE DESIGN ENGINEER WO Washington State Department of Transportation DATE REVISIONS JOB NUMBER DESIGNED BY: K. LANE 2 21 24 NO. DATE aN c �Ofj BETHEL AVE, BETHEL RD, 20155 ENTERED BY: K. LANE 12 21 24 ��eNTx�� SKILL 1 NGSQkCHARD'wLINCOLN AVE SE, MITCHELL RD CHECKED BY: I. LEE P.E. 2/21/24 SE SHEET PROJ. ENGR.: I. LEE P.E. 2 21 24 "o e5sTB9av g `S1opAL 1;� 5016 Lacey Boulevard SE, Lacey, Washington 98503 Plotted By. Kazuma Lane on 2/21/24 11:01 AM �l8 OF Saved By Dmaertens on 2/19/24 2:31 PM (360) 491-3399 Fax (360) 491-3857 STORM WATER DETAILS 89 q:AProject\2o2o\20166 port orchard Bethel and lincoln\CAD\SHEETS\2i55_DE_05.dwq 2/21/2024 1 PORT ORCHARD WA SHEETS BLIND PICK NOTCH DETAIL "A" raWo� RING PLAN RING SECTION O SKID GROOVE PATTERN —SEE DETAIL WASHER TOP (SEE NOTES) BOTTOM COVER PLAN 1/4" (IN) DOVETAIL GROOVE WITH NEOPRENE GASKET (SEE NOTES) BOLT -DOWN / WATERTIGHT DETAIL "B" DATE IENTERED BY: K. LANE Platted By Kazuma Lane on 1/21/24 11:01 AM Saved By Dmaertens on 2/19/24 2:31 PM g.AProject\2020\20155 port orchard Bethel and SEE DETAIL "A" B SEE DETAIL "A" n ao N ICJ 71 1/4" 5/8" 7c" COVER SECTION O (SEE NOTE 7) REVISIONS STANDARD TYPE 1 SEE DL,,., RING PLAN 27 5/8" 26 3/8" �I rl to 5/8" a 24" M 26 3/4" 341/8" RING SECTION O SEE DETAIL "A" • BOTTOM��' ME1 COVER PLAN SEE DETAIL "B" SEE DETAIL "A" n r-� N A TF 1/4" I 5/8" N COVER SECTION O (SEE NOTE 7) BOLT -DOWN / WATERTIGHT TYPE 2 r: r SKILL 1 NGS lSTEe�'91�F� )NAL E�6 5016 Lacey Boulevard SE, Lacey, Washington 98503 2/21/2024 (360)491-3399 Fax (360) 491-3857 NOTES 1. The gasket and groove may be in the seat (frame) or in the underside of the cover. The gasket may be "T" shaped in section. The groove may be cast or machined. 2. Bolt -down capability is required on all frames, grates, and covers, unless specified otherwise in the Contract. Provide 3 holes in the frame that are vertically aligned with the grate or cover slots. The frame shall accept the 304 Stainless Steel (S.S) 5/8" - 11 NC x 2" (in) allen head cap screw by being tapped, or other approved mechanism. Location of bolt down holes varies by manufacturer. 3. For bolt -down manhole ring and covers that are not designated "Watertight," the neoprene gasket, groove, and washer are not required. 4. Washer shall be neoprene (Detail "B"). 5. In lieu of blind pick notch for manhole covers, a single 1" (in) pick hole is acceptable. Hole location and number of holes may vary by manufacturer. 6. Alternative reinforcing designs are acceptable in lieu of the rib design. 7. For clarity, the vertical scale of the Cover Section has been exaggerated, it is 1.5 times the horizontal scale (1H:1.5V). 1 1/2" `O M SKID GROOVE PATTERN DETAIL NOTE: STANDARD PLANS INCLUDED FOR REFERENCE ONLY ISOMETRIC VIEW 0 CHARD. PORT ORCHARD WA � ,Z)pF WAsy7�coti �® lr 41819 O �� F�ISTIR� XJONAL t Heilman, Julie Feb 20 2018 12:55 PM cosign CIRCULAR FRAME (RING) AND COVER STANDARD PLAN B-30.70-04 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Cd' arpmw, le F&2720187:59 AM Adft STATE DESIGN ENGINEER Washington State Department of Transportation BETHEL AVE, BETHEL RD, LINCOLN AVE SE, MITCHELL RD SE STORM WATER DETAILS JOB NUMBER I 20155 47 OF 89 SHEETS J W J of W LL m z 0 NOTE: STANDARD PLANS INCLUDED FOR REFERENCE ONLY B TOP 24" 7 OR 8 EQUAL SPACES — DIRECTION OF FLOW SECTION ( J SLOT —SEE DETAIL AND NOTE 1 SECTION O NOTES 1. Bolt -down capability is required on all frames, grates, and covers, unless specified otherwise in the Contract. Provide 2 holes in the frame that are vertically aligned with the grate or cover slots. The frame shall accept the 304 Stainless Steel (S.S.) 5/8" (in) - 11 NC x 2" (in) allen head cap screw by being tapped, or other approved mechanism. Location of bolt -down holes varies by manufacturer. 2. Refer to Standard Specification Section 9-05.15 and 9-05.15(2) for additional requirements. 3. For frame details, see Standard Plan B-30.10. GRATE ISOMETRIC RECESSED ALLEN HEAD CAP SCREW 304 S.S. 5/8" (IN) - 11 i NC x 2" (IN) GRATE 3/4" I � I i I I I I i I i SLOT HOLE BOLT -DOWN DETAILS SEE NOTE 1 FRAME ��of wnsyrNc�y�, �0 41819 '`0 crGI sTERF s10NAL Heilman, Julie lQ�.ctYae, Feb 20 2018 12:54 PM RECTANGULAR VANED GRATE STANDARD PLAN B-30.30-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION q c—"IT Feb 27 2018 7:58 AM STATE DESIGN ENGINEER Washington State Department of Transportation DATE I REVISIONS JOB NUMBER DESIGNED BY: K. LANE 2 21 24 NO. DATE aN sAq �Ofj BETHEL AVE, BETHEL RD, 20155 ENTERED BY: K. LANE 2 21 24 ��e�� ~Tx�� SKILL 1 NOS -mow/ LINCOLN AVE SE, MITCHELL RD BID CHECKED R.: I. LEE P.E. 2/21 /24 ORCHARD SHEET PROD. ENGR.: I. LEE P.E. _ _ - a.48 Plotted By. Kazuma Lane on 2/21 /24 11:01 AM PO ectsre E9lp� S'IONAL EIl 5016 Lacey Boulevard SE, Lacey, Washington 98503 Or Saved By Dmaertene on 2/ts/24 2:3t PM (360) 491-3399 Fax (360) 491-3857 STORM WATER DETAILS 89 :\Pro'ect\2020\20155 port orchard Bethel and lincoln\CAD\SHEETS 20155_DE_O5.dw 2/21/2024 PORT ORCHARD WA SHEETS J UJ 0 0 J z ry Lu m z a 0 24" C 2 1/2" DIAM. HOLE 0 -----I•----------' O — - -- ----- ' - - !-� t------ 0�� 0 � 0 NOTE: STANDARD B PLANS INCLUDED TOP FOR REFERENCE ONLY BOLT -DOWN SLOT — DETAIL AND NOTE 1 SECTION ( NOTES 1. Bolt -down capability is required on all frames, grates, and covers, unless specified otherwise in the Contract. Provide 2 holes in the frame that are vertically aligned with the grate or cover slots. The frame shall accept the 304 Stainless Steel (S.S.) 5/8" (in) - 11 NC x 2" (in) alien head cap screw by being tapped, or other approved mechanism. Location of bolt -down holes varies by manufacturer. 2. Alternative reinforcing designs are acceptable in lieu of the rib design. 3. Refer to Standard Specification Section 9-05.15 and 9-05.15(2) for additional requirements. 26" (IN) R. - 4. For frame details, see Standard Plan B-30.10. SEE NOTE 2 RECESSED ALLEN HEAD CAP SCREW 304 S.S. 5/8" (IN) - 11 NC x 2" (IN) I I+ I I — y- i GRATE GRATE i i I i FRAME I I i SLOT HOLE BOLT -DOWN DETAILS SEE NOTE 1 Or of WAsy� d� 3 1/2" I X 4 3/4" I A � 3/4" �® O f i 5/8" �Fs ICI S TERM G1� s 3/4" (IN) DIAM. HOLE ONAL "1/2- 1/2" (IN) DIAM. HANDLE QQQIi �Q Heilman, Julie " Q QQ QQQQQQ y �5uz '' Oj,- " Feb 20 2018 12:53 PM ��8r I � I Q QQ Q G 000 39" R. — SEE NOTE 2 QOQQOQOQQo� RECTANGULAR SOLID QOQQQQQQQQQQ� METAL COVER SECTION O SECTION CO Q� QQ QQ� QQooO QQoo STANDARD PLANB-30.20-04 SHEET I OF 1 SHEET QQ� APPROVED FOR PUBLICATION c"meor ff G�41 Feb 2720187:57 AM STATE DESIGN ENGINEER Washington State Department of Transportation ISOMETRIC TV DATE REVISIONS JOB NUMBER DESIGNED BY: K. LANE 2 21 24 NO. DATE }aN� �Ofj BETHEL AVE, BETHEL RD, 20155 ENTERED BY: K. LANE 2 21 24 ~�e�• NTx�� SKILL 1 NGSQkCHARD�wLINCOLN AVE SE, MITCHELL RD BID CHECKED R.: I. LEE P.E. 2/21 /24 SE SHEET PROJ. ENGR.: I. LEE P.E. 2 21 24 �O e5sTB9av 49 S7oNn�els 5016 Lacey Boulevard SE, Lacey, Washington 98503 DF Platted By. Kazuma Lane on 2/21/24 11:01 AM �l8 Saved By Dmaertens on 2/19/24 2:31 PM (360) 491-3399 Fax (360) 491-3857 STORM WATER DETAILS 89 g.AProject\2020\20155 port orchard Bethel and lincoln CAD\SHEETS\20155_DE_05.dwg 2/21/2024 PORT ORCHARD WA SHEETS J J W 0 0 J z W W LL m a 0 NOTE: STANDARD PLANS INCLUDED FOR REFERENCE ONLY PLAN VIEW RISER (TYPE: FLAT, NO NOTCH): 18" DIAMETER WITH 2.0' HEIGHT (BOT ELEV: 245.89, TOP ELEV: 247.89) ORIFICE 1: 0.5" AT 0' ELEVATION = IE 245.89 ORIFICE 2: 2.0" AT 0.4' ELEVATION = 246.29 4" MIN. 16" MAX. MANHOLE RING AND COVER WITH LOCKING BOLTS, MARKED "DRAIN" ADJUSTABLE LOCK HOOK WITH LOCK SCREW 1" (IN) DIAM. ROD OR TUBING LIFT HANDLE ATTACHMENT o LIFT HANDLE 0 0 0 D MAXIMUM OPENING 1/2" (IN) HOLE ON 10 3/8" (IN) BOLT CIRCLE (TYP) 0 0 0 ,0 LEVEL LINE 0 (SEE NOTE 7) CLOSED ALTERNATIVE NOTCH WEIR L, MAY BE SPECIFIED SEE DETAIL o, 6" MIN. STEPS OR LADDER SET OVERFLOW ELEVATION TO PROVIDE DETENTION AS SHOWN IN THE CONTRACT LIFT HANDLE PIPE SUPPORT - 3" (IN) x 0.075" (IN) ALUMINUM, OR 3" (IN) x 0.079" (IN) .' STEEL (SEE NOTE 1) SHEAR GATE -• 12" 8" (IN) MIN. DIAM. MIN. OUTLET INLET MORTAR (TYP.) v FLOW RESTRICTOR N 1 1 RESTRICTOR PLATE WITH ORIFICE 'v (SEE NOTE 6) 54" DIAM. MIN. SECTION AO DATE I REVISIONS ENTERED BY: K. LANE CHECKED BY:I. LEE P.E. PROJ. ENGR.: I LEE P.E. Plotted By Kazuma Lane on 2/21/24 11:01 AM Saved By: Dmaertens on 2/19/24 2.31 PM g.AProject\2020\20155 port orchard bethel and FRONT SIDE SHEAR GATE DETAILS WEIR LENGTH AND ELEVATION AS SPECIFIED IN CONTRACT NOTCH WEIR DETAIL �nE e WASH �� �SKILLINGS r►- 5sreatiO wwe Na eN°� 5016 Lacey Boulevard SE, Lacey, Washington 98503 2/21/2024 (360)491-3399 Fax (360) 491-3857 NOTES 1. The pipe supports and the flow restrictor shall be constructed of the same material and be anchored at a maximum spacing of 36" (in). Attach the pipe supports to the manhole with 5/8" (in) stainless steel expansion bolts or embed the supports into the manhole wall 2" (in). 2. The vertical riser stem of the flow restrictor shall be the same diameter as the horizontal outlet pipe with a minimum diameter of 12" (in). 3. The flow restrictor shall be fabricated from one of the following materials: 0.060" (in) Corrugated Aluminum Alloy Drain Pipe 0.064" (in) Corrugated Galvanized Steel Drain Pipe with Treatment 1 0.064" (in) Corrugated Aluminized Steel Drain Pipe 0.060" (in) Aluminum alloy flat sheet, in accordance with ASTM B 209, 5052 H32 or EPS High Density Polyethylene Storm Sewer Pipe 4. The frame and ladder or steps are to be offset so that: the shear gate is visible from the top; the climb -down space is clear of the riser and gate; the frame is clear of the curb. 5. The multi -orifice elbows may be located as shown, or all placed on one side of the riser to assure ladder clearance. The size of the elbows and their placement shall be specified in the Contract. 6. Restrictor plate with orifice as specified in the Contract. The opening is to be cut round and smooth. 7. The shear gate shall be made of aluminum alloy in accordance with ASTM B 26 and ASTM B 275, designation ZG32A; or cast iron in accordance with ASTM A 48, Class 30B. The lift handle shall be made of a similar metal to the gate (to prevent galvanic corrosion), it may be of solid rod or hollow tubing, with adjustable hook as required. A neoprene rubber gasket is required between the riser mounting flange and the gate flange. Install the gate so that the level -line mark is level when the gate is closed. The mating surfaces of the lid and the body shall be machined for proper fit. All shear gate bolts shall be stainless steel. 8. The shear gate maximum opening shall be controlled by limited hinge movement, a stop tab, or some other device. 9. Alternative shear gate designs are acceptable if material specifications are met. OVERFLOW ELEVATION AS SPECIFIED IN CONTRACT REMOVABLE WATERTIGHT COUPLING PLATE WITH ORIFICE ELBOW DETAIL ORCHARD PORT ORCHARD WA A�) of Wnsq�Nco�,� �6'I STERN �� Aug 17, 2021 CATCH BASIN TYPE 2 WITH FLOW RESTRICTOR STANDARD PLAN B-10.40-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Aug 17, 2021 AdOL STATE DESIGN ENGINEER MOR Washington State Department of Transportation BETHEL AVE, BETHEL RD, LINCOLN AVE SE, MITCHELL RD SE STORM WATER DETAILS JOB NUMBER 20155 SC OF 89 SHEETS NOTE: STANDARD PLANS INCLUDED FOR REFERENCE ONLY SEE NOTE 1 STEEL WELDED WIRE FABRIC - SEE NOTE 2 CAST -IN -PLACE CONCRETE COLLAR p ��r— h IF � 4 ---------------------- �_L-� CONCRETE COLLAR OPTION CORRUGATED METAL PIPE RUBBER GASKETS - SEE NOTE 4 TYPE "K" COUPLING BAND - SEE NOTE 5 24" CONCRETE PIPE - SEE NOTE 3 ��----- - ------------------- , I 11 1 II I 1 1 111 I I I 1 1 111 L_____ ____________________ COUPLING BAND OPTION 24" (IN) WIDE, 1" (IN) THICK RUBBER GASKET IN ACCORDANCE WITH STANDARD SPECIFICATION SECTION 9-04.4(3) NOTES 1. The Concrete Collar width shall be one half of the outside pipe diameter of the largest pipe. The minimum Concrete Collar width shall be 12" (in). Concrete Collars may be used with all pipe materials and diameters. The Concrete Collar option shall only be used to extend existing pipes. Concrete shall be Commercial Concrete in accordance with Standard Specification Section 6-02.3(2). 2. Steel Welded Wire Fabric shall be in accordance with Standard Specification Section 9-07.7. Install two wraps for size 6 x 6 W1.4 x W1.4 (10 Gage) Steel Welded Wire Fabric or one wrap for any of the following sizes: 6 x 6 W2.1 x W2.1 (8 Gage) 6 x 6 W2.9 x W2.9 (6 Gage) 4 x 4 W2.9 x W2.9 (6 Gage) 4 x 4 W4.0 x W4.0 (4 Gage) Provide 1 1/2" min. covering over wire fabric. 3. When a Coupling Band connection requires attachment to the bell end of a concrete pipe, the bell end of the pipe shall be removed before the connection is installed. 4. Increase the outside diameter of the metal pipe to match the outside diameter of the concrete pipe by installing 12" (in) wide rubber gaskets, thickness as required (Coupling Band only). The rubber gaskets shall be in accordance with Standard Specification Section 9-04.4(3). 5. Use a flat Type K Coupling Band. Type K Coupling Bands with dimples are not allowed for the installation detail shown. The Coupling Band option shall only be used for extending ex- isting pipes that have an inside diameter of 36" (in) or less. 6. Heat shrink shall have a width of 24" (in). The material shall be wrapped around the outside of the pipe with a 2" (in) minimum overlap.There shall also be a 4" (in) minimum closure patch of material centered along the entire length of the seam. CORRUGATED 24" CONCRETE PIPE - CORRUGATED 24 CORRUGATED PIPE j SEE NOTE 3 METAL PIPE /'_ POLYETHYLENE PIPE YZ 1 l YYI---i --------------- 1 1 1 1 1 111 r__ _ _ I I I I I I U I I 111111I I I " I I III I 1 1' 1 1 111 I I' I I I 11 I I I 1 1 II III L_____________ M_ - - I - HEAT SHRINK TAPE HEAT SHRINK OPTION CORRUGATED PIPE TO CONCRETE PIPE 11 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11111 " 111 HEAT SHRINK TAPE HEAT SHRINK OPTION CORRUGATED METAL PIPE TO CORRUGATED POLYETHYLENE PIPE CLOSURE PATCH 4, MIN. OF SEAM HEAT SHRINK TAPE o �® 41819 O w� PIPE 2" MIN. �61 Eg1STER� f /ONA F� OVERLAP Julie Heilman ID OD 07"-""-" 2020.09.01 07:54:03-07'00' CONNECTION DETAILS FOR DISSIMILAR CULVERT PIPE STANDARD PLAN B-60.20-02 SECTION DETAIL SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Digitsigned by Roark, Steve Roark, Steve Datea1ly 20200909095235 -07'00' STATE DESIGN ENGINEER Washington State Department of Transportation DATE REVISIONS JOB NUMBER DESIGNED BY: K LANE 2 21 24 NO. DATE oNw BETHEL AVE, BETHEL RD, 20155 ENTERED BY: K. LANE 2/21/24 e To�� LINCOLN AVE SE, MITCHELL RD PID CHECKED : I. LEE P.E. 2/21/24 SKILL 1 NGS QkCHARD SE SHEET PROJ. ENGR.R.: LEE P.E 2 21 24 Plotted By, Kazuma Lane on 2/21/24 11:01 AM �O �'e�srenti°ti@��'� —� 51 saveBy: Dmae�tens on 2/19/24 231 PM `SIONALEOG 5016 Lacey Boulevard SE, Lacey, Washington 98503 OF 2 21 2 (360) 491-3399 Fax (360) 491-3857 STORM WATER DETAILS 89 q:AProd 2'(360) port orchard Bethel and fincoln\CAD\SHEETS\20155-DE-05.dwq / / 024 1 PORT ORCHARD WA SHEETS 012" RCP MAX. ALTERNATE INLET LOCATION\hull I T-0" 6'-0" ALTERNATE OUTLET LOCATION 012" RCP MAX. OUTLET 2X 018" TRAFFIC RATED CAST IRON COVERS, FIELD POURED CONCRETE COLLAR REQUIRED, BY OTHERS. ARIES I I I I I INLET WINDOW III I I H III III---� III 4'-0„ INLET III 2'-2" [26"] DROP RECOMMENDED, 6" MIN. III III 46 _' 6 — — OPTIONAL DRAIN 2'-10" 4" 2'-10" DOWN DEVICE LEFT END VIEW 5-1-1/4" MIN 13'-10" MAX 3-10" DIVIDEi WALL 2'-8" BYPASS WEIR - — — — — — — — — — — — INLET / � I X If \ I I I I I OUTLET II ---------- DIVIDER WALL t J 036" BOLTED & GASKETED ACCESS COVER, FIELD POURED CONCRETE COLLAR REQUIRED, BY OTHERS. RIM 4" MIN TO -------------- �5'MAXCOVER (SEE NOTE 1.13) I I I I I I ENERGY DISSIPATION II + I STONE I ^ 2„ 6" 1 ELEVATION VIEW 1 i I 1r_6e StormMixTM MEDIA „ 6" DRAIN ROCK UNDERDRAIN PIPE Bioretention/ Biofttrotion NOTES: 1. DESIGN LOADINGS: A. AASHTO HS-20-44 (WITH IMPACT) B. DESIGN SOIL COVER: 5'-0" MAXIMUM C. ASSUMED WATER TABLE: BELOW BASE OF PRECAST (ENGINEER -OF -RECORD TO CONFIRM SITE WATER TABLE ELEVATION) D. LATERAL EARTH PRESSURE: 45 PCF (DRAINED) E. LATERAL LIVE LOAD SURCHARGE: 80 PSF (APPLIED TO 8'-0" BELOW GRADE) F. NO LATERAL SURCHARGE FROM ADJACENT BUILDINGS, WALLS, PIERS, OR FOUNDATIONS. 2. CONCRETE 28-DAY MINIMUM COMPRESSIVE STRENGTH: 5,000 PSI MINIMUM. 3. REINFORCING: REBAR, ASTM A615/A706, GRADE 60 4. CEMENT: ASTM C150 5. REQUIRED ALLOWABLE SOIL BEARING CAPACITY: 2,500 PSF 6. REFERENCE STANDARD: A. ASTM C890 B. ASTM C913 C. ACI 318-14 7. THIS STRUCTURE IS DESIGNED TO THE PARAMETERS NOTED HEREIN. ENGINEER -OF -RECORD SHALL VERIFY FY THAT NOTED PARAMETERS MEET OR EXCEED PROJECT REQUIREMENTS, IF DESIGN PARAMETERS ARE INCORRECT, REVIEWING ENGINEER/AUTHORITY SHALL NOTIFY OLDCASTLE INFRASTRUCTURE UPON REVIEW. 8. INLET AND OUTLET HOLES WILL BE FACTORY CORED/CAST PER PLANS AND CUSTOMER REQUIREMENTS. INLET AND OUTLET LOCATIONS CAN BE MIRRORED. 9. CONTRACTOR RESPONSIBLE TO VERIFY ALL SIZES, LOCATIONS, AND ELEVATIONS OF OPENINGS. 10. CONTRACTOR RESPONSIBLE TO ENSURE ADEQUATE BEARING SURFACE IS PROVIDED (I.E. COMPACTED AND LEVEL PER PROJECT SPECIFICATIONS). 11. SECTION HEIGHTS, SLABM/ALL THICKNESSES, AND KEYWAYS ARE SUBJECT TO CHANGE AS REQUIRED FOR SITE REQUIREMENTS AND/OR DUE TO PRODUCT AVAILABILITY AND PRODUCTION FACILITY CONSTRAINTS. 12, MAXIMUM PICK WEIGHTS": A. TOP: XX,XXX LBS B. BASE: XX,XXX LBS' (" COMBINED WEIGHT OF BASE INCLUDES BYPASS WEIR, DIVIDER WALL, ROCK & MEDIA) 13. INTERNALS SHALL CONSIST OF UNDERDRAIN PIPE, ROCK, STORMMIXTM MEDIA, MULCH, DIVIDER WALL, BYPASS WEIR AND OPTIONAL DRAIN DOWN. DATE I REVISIONS JOB NUMBER DESIGNED BY: K. LANE 2 21 24 NO. DATE aN �Ofj BETHEL AVE, BETHEL RD, 20155 ENTERED BY: K. LANE 2 21 24 ��e� NTx�� SKILL 1 NGS -ww LINCOLN AVE SE, MITCHELL RD BID CHECKED BY: I. LEE P.E. 2/21/24 ORCHARD SE SHEET PROJ. ENGR.: I. LEE P.E. 2 21 24 �o e5srB9av ewe _� 52 Plotted By.Kommo Lane on 2/21/24 tt:ot AM SroNn e °� 5016 Lacey Boulevard SE, Lacey, Washington 98503 BIOPOD DETAILS - NW OF aved By Dmaertens on 2/19/24 2:31 PM (360) 491-3399 Fax (360) 491-3857 89 g:AProject\2020\20155 port orchard Bethel and lincoln CAD\SHEETS\20155_DE_05.dwg 2/21/2024 PORT ORCHARD WA MITCHELL SHEETS SEC. 35 & 36, T.24N., RAE., W.M., KITSAP COUNTY, WA III I I g I W L 107+78.57 16.89' li = N I EE-BOW 40+80 50 d OS-W, OS o t ND 3 7 ac 2 c7 I II Q W �X C Z z Iw J� EE-BOW 40+74.58 I � I =I o V PRC: 107+68.88 EE-BOW 40+48.48 a� EX. - ROW _ - Mid: 107+57.36 -------- EE-BOW 40+43.08 ° EE-BOW 40+00.00 _ _ EX. ROW ° o ° ° o °_____0 __—_.— — — — — — — — UPH I UPH I UPH ----- U 'p Vv- --_—��_ w - 40+00 - -w- - w- PC: 107+45.83 L 107+20.87 70.81' LT = EE-BOW 39+93.50 i -as —as t 3 END n v _SS - ss � I - - / ---- PH w— UP UPH UPH ,y<---- ---__ N PH SS — SS w— -- I_ - , w - -- -- - - - 39+91 o Ss— \ss o c M MITCHELL RD SE- — — — - —� M LINE - — THICKENED SLAB EDGE - 3 PLAN VIEW DATE ENTERED BY: K. LANE CHECKED BY: I. LEE P.E. PROJ. ENGR.: I. LEE P.E. Plotted By Kazuma Lane on 2/21/24 11:02 AM Saved By. Dmaertens on 2/19/24 8:58 AM g:\Project\2020\20155 port orchard bethel and SCALE (FULL SIZE 22x34) HORZ. 1"=10' VERT. 1 "=2' 262 260- 258- 256- 254- 252- 250 6 w THICKENED SLAB EDGE & PEDESTRIAN RAILING WALL 3 EX. GRADE ® m $ FRONT OF WALL $ FINISHED ® ,� + EDGE SLAB n m N 0 MIN. — 12" I w MAX. — 20" w w o m --- N I —— - - - - - - - _ i W �— —— EL: 255.29 LEVELING PAD EL:252.62 MIN. 1' BELOW BOTTOM OF MODULAR BLOCK N c0 00 - 00 n ro OR I" U7 o Ua Lo� Lnu) W)Lo W) tL N N N N N N N W W W W L� W Li W -262 -260 -258 -256 -254 -252 250 — —CIS -- SCALE IN FEET 0 10 20 11112101,4111113 - — BACK OF WALK ALIGNMENT THICKENED SLAB EDGE MODULAR BLOCK WALL CSTC LEVELING PAD FALL PROTECTION (PED. RAIL) CONSTRUCTION KEYNOTES: O THICKENED SLAB EDGE. SEE DETAILS ON SHEET 56. O2 MODULAR BLOCK WALL. SEE DETAIL ON SHEET 56. Rp SE O CULVERT HEAD WALL L 1-INE O FALL PROTECTION (PED. RAIL) CONSTRUCTION NOTES: 39+75 40+00 40+25 40+50 40+75 41+00 THICKENED SLAB EDGE - 3 PROFILE VIEW REVISIONS aN 084 x�� � SKILLINGS _ ORCHARD U PO ecrs ¢xE° �F�v S'I°NAL EIl�l 5016 Lacey Boulevard SE, Lacey, Washington 98503 2/21/2024 (360) 491-3399 Fax (360) 491-3857 PORT ORCHARD 1. PROFILE SURFACE FOLLOWS ALONG THE BACK OF SIDEWALK. 2. MODULAR BLOCK WALL MUST MAINTAIN A MINIMUM OF 1' COVER. SEE DETAILS ON SHEET 56. 3. CITY OF PORT ORCHARD FROST LINE IS 12". ALL MODULAR BLOCKS MUST BE INSTALLED BELOW THE FROST LINE. BETHEL AVE, BETHEL RD, LINCOLN AVE SE, MITCHELL RD SE MODULAR BLOCK WALL WA PLAN & PROFILE JOB NUMBER 20155 BID SHEET 53 OF 89 SHEETS IW� a � I o i JII I LLI I a ° I a_ W i m i I o i I it 0 i i II 0 1 os+oo li DATE ENTERED BY: K. LANE CHECKED BY: I. LEE P.E. PROJ. ENGR.: I. LEE P.E. Plotted By Kamma Lane on 2/21/24 11:02 AM Saved By. Dmaertens on 2/19/24 8:58 AM g:\Project\2020\20155 port orchard bethel and SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA L 106+94.38 66.36' LT = 3y DD-BOW 32+84.57-0 1 2 4 BEGIN o:l WI °__ EX. ROW —_----___—__—__—_ — — DD-BOW32+52.66 I DD-BOW 32+35.77 a L 106+58.40 27.23LT = - - EX_ROW DD-BOW 32+19.59 1 2 4 BEGIN O s 0 ys - ---------------------- LINCOLN AVE SE 106+00 �p - a Mid-1106+62.12 - �PT: 106+78.63 L LINE PC: 106+45.61 _ 10�-. THICKENED SLAB EDGE - 1 PI: 1I07+10.38 Css PLAN VIEW 6'�II ll 258 256 254 252 250 248 246 244 243 O N N U' W SCALE (FULL SIZE 22x34) HORZ. 1"=10' VERT. 1 "=2' THICKENED EDGE SIDEWALK AND PEDESTRIAN RAIL114G J N n FINISHED 0 DEPTH OF THICKENED � J o; FR NT OF WALL EDGE SLAB 'r ro "' MAX. - 20" a "' omo +0 I c N I o EL: 252.46 i EL: 253.13 LEVELING PAD MIN. 1' BELOW BOTTOM 0 MODULAR I: LUCK N UOj u� N NN N u7 NN NN N O LL LOi w LLi W L6 W lOi 258 256 254 252 250 248 246 244 243 C� L� 32+00 32+25 32+50 32+75 33+00 THICKENED SLAB EDGE - 1 PROFILE VIEW REVISIONS SKILLINGS _ ORCHARD U PO ecrs ¢xE° �F�v S'IONAL EIl�l 5016 Lacey Boulevard SE, Lacey, Washington 98503 2/21/2024 (360) 491-3399 Fax (360) 491-3857 PORT ORCHARD WA III 39+91— W Z J ii SD 2 SCALE IN FEET 0 10 20 LEGEND: — BACK OF WALK ALIGNMENT THICKENED SLAB EDGE 0 MODULAR BLOCK WALL 0"p CSTC LEVELING PAD 1 \\ FALL PROTECTION (PED. RAIL) CONSTRUCTION KEYNOTES: O THICKENED SLAB EDGE. SEE DETAILS ON SHEET 56. O MODULAR BLOCK WALL. SEE DETAIL ON SHEET 56. O CULVERT HEAD WALL O FALL PROTECTION (PED. RAIL) CONSTRUCTION NOTES: 1. PROFILE SURFACE FOLLOWS ALONG THE BACK OF SIDEWALK. 2. MODULAR BLOCK WALL MUST MAINTAIN A MINIMUM OF 1' COVER. SEE DETAILS ON SHEET 56. 3. CITY OF PORT ORCHARD FROST LINE IS 12". ALL MODULAR BLOCKS MUST BE INSTALLED BELOW THE FROST LINE. 4. MUST MAINTAIN 5' & 10' OF WALKABLE CEMENT CONCRETE SIDEWALK WHEN INSTALLING MODULAR WALL AND FALL PROTECTION RAILING. JOB NUMBER BETHEL AVE, BETHEL RD, 20155 LINCOLN AVE SE, MITCHELL RD BID SE SHEET MODULAR BLOCK WALL of PLAN & PROFILE 8 SHEETS SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA 105+00 _ 106+00 LINCOLN AVE SE �° _ _ rPT: 106+, -- -�- I - - o -- LLINE N PC: 106+45.61 W Mid 106+62.12 o i - A PI: 107 J II I 3 LU o Mtl j o g —I :11 / --w--- 1 � W o w 3 G— —I II v I 3G—G--G-- / z0 I i — G— P'' III W- --W- - _ W��VJ---�M---ty==-�y°a W_ _-W— W— —G�G G--G--G— II - - - - W- - - W- - t W- - - W- - - O� _ _ _ - _ _W_ yp� Wr �W-xxx-xxx xx xx-uxx __ -- W--I ?W_--W _k _xx.. G�—G--G--1 bw L 106+61.40 30.56' RT = I o AA - BOW a+BEGIN 1 5' 0 I I I I I I ° I xl L 107+03.92 66.67' RT = ' THICKENED SLAB EDGE - 2 AA —BOW 2+96.24 n PLAN VIEW 1 z a END , 260 258 256 254 252 250 248 00 OI Lr1 N W SCALE (FULL SIZE 22x34) HORZ. 1"=10' VERT. 1 "=2' THICKENED EDGE SIDEWALK AND PEDESTRIAN RAILING WALL 2 J m n o a N FINISHED ® FRONT OF W LL + N M O N M t to a t m o 1 , 0 Q J Q EC 255.13 EL: 253.10 - LEVELING PAD MIN. 1BELOW BOTTOM OF TWX�Eo_ EDGE DEPTH OF THICK NED SLAB EDGE SLAB MIN. - 12" MAX. - 20" a0 O p) �U7 O m nO n r) NN FO N N M to wi t0 N NN NN NN WIOi W W w LL Wlei -260 -258 •256 •254 •252 •250 •248 :5 2+15 2+25 2+50 2+75 3+00 3+25 THICKENED SLAB EDGE - 2 PROFILE VIEW DATE REVISIONS DESIGNED K. LANE 2/21/24 N0. DATE SKILL 1 N GS ENTERED BY:Y: K. LANE 2/21/24 QkCHARD CHECKED :I. LEE P.E. 2/21/24 PROJ. ENGR.R.: I. LEE P.E. 2/21/24 PO ecrsr¢RE9 `� Plotted By Kamma Lane on 2/21/24 :511:02 AM SIONALE�Glt 5016 Lacey Boulevard SE, Lacey, Washington 98503 Saved By. Dm20\20s on port orchard 8:58 AM (360) 491-3399 Fax (360) 491-3857 Pro'ect 2020 20155 port orchard Bethel and lincoln CAD SHEETS 20155_PS_MD_BL.dw 2/21/2024 PORT ORCHARD WA -w-- G— — SCALE IN FEET 0 10 20 LEGEND: - — BACK OF WALK ALIGNMENT THICKENED SLAB EDGE 0 MODULAR BLOCK WALL CSTC LEVELING PAD FALL PROTECTION (PED. RAIL) CONSTRUCTION KEYNOTES: O THICKENED SLAB EDGE. SEE DETAILS ON SHEET 56. O MODULAR BLOCK WALL. SEE DETAIL ON SHEET 56. O CULVERT HEAD WALL O FALL PROTECTION (PED. RAIL) CONSTRUCTION NOTES: 1. PROFILE SURFACE FOLLOWS ALONG THE BACK OF SIDEWALK. 2. MODULAR BLOCK WALL MUST MAINTAIN A MINIMUM OF 1' COVER. SEE DETAILS ON SHEET 56. 3. CITY OF PORT ORCHARD FROST LINE IS 12". ALL MODULAR BLOCKS MUST BE INSTALLED BELOW THE FROST LINE. 4. MUST MAINTAIN 5' & 10' OF WALKABLE CEMENT CONCRETE SIDEWALK WHEN INSTALLING MODULAR WALL AND FALL PROTECTION RAILING. JOB NUMBER BETHEL AVE, BETHEL RD, 20155 LINCOLN AVE SE, MITCHELL RD BID SE SHEET MODULAR BLOCK WALL of 8 PLAN & PROFILE SHEETS PEDESTRIAN RAILING CONNECT TO SIDEWALK PER DETAILS 3 & 4. PEDESTRIAN RAILING CONNECT TO SIDEWALK PER 6" DETAILS 3 & 4. TOP BACK OF SIDEWALK NO. 4 REBAR DOWEL SET 12 IN. O.C. WITH 2 IN. MIN. CLEAR COVER VARIES 12" TO 20" PAY LIMITS FOR CEMENT CONC. SIDEWALK 4 O LI 4 i A4 F J < 4L1 Uj �I 1 % � Y 18" MODULAR 8'f `H 4 <,4 2' MIN. N0. 4 LONGITUDINAL REBAR M SET 12 IN. O.C. WITH 2 IN. a o o BLOCK UNIT CSTC MIN. CLEAR COVER UJ 00 GRAVEL BACKFILL { FOR WALLS I ` 1H:1V TYP. to GRAVEL BACKFILL FOR WALLS o Of Li 18" OR 21" SEE DETAILS �O r 12" MIN. DEPTH � t 30" X 12" CSTC LEVELING PAD CENTERED ON WALL WALL TYPICAL SECTION - 1 THICKENED SLAB EDGE DETAIL N.T.S N.T.S PEDESTRIAN RAILING CONNECT TO SIDEWALK PER DETAILS 3 & 4. " DIAM. A49 STEEL BOLT BUT SHALL BE SNUG -TIGHT WITH LOCKING SOLUTION (TYP.) TOP BACK OF SIDEWALK VARIES 12" TO 20" VANIZED 00 GA A 6 STEEL rn ; _ GUSSET PLATE F- J W Q m 3 00 it Y 1.) 18" MODULAR 18i CSTC (n o O BLOCK UNIT FILL CELLS OF TOP 2 GUSSET PLATE PER DETAIL w m ROWS W/ COMMERCIAL GRAVEL BACKFILL 1� 1/4 0 L 00 FOR WALLS i CONCRETE w GRAVEL BACKFILL" (TYP-) o FOR WALLS }" DIAM. A49 STEEL BOLT" (TYP.), -r '� g j BUT SHALL BE SNUG -TIGHT a i WITH LOCKING SOLUTION (TYP.) 12" MIN. DEPTH i % i 10" %ili ni.✓i i� EPDXY GROUT 30" X 12" CSTC LEVELING PAD CENTERED ON WALL 1" H 1"0 WALL TYPICAL SECTION - 1 STEEL POST BOLT DETAIL STEEL GUSSET PLATE DETAIL N.T.S N.T.S N.T.S DATE REVISIONS aN c ��e�� ~Tx�� Po 7oNA E�Gl�� 2/21/2024 r SKI L L 1 NOS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 ��f ORCHARD PORT ORCHARD WA BETHEL AVE, BETHEL RD, LINCOLN AVE SE, MITCHELL RD JOB NUMBER 20155 BID DESIGNED BY: K. LANE 2/21/24 NO. DATE ENTERED BY: K. LANE 2/21/24 CHECKED I. LEE P.E. 2/21/24 PROJ. ENGR.: I. LEE P.E. R.: 2/21/24 SHEET o6 89 SHEETS Plotted I ozam, Lane on 2/21/24 n:o2 AM MODULAR BLOCK WALL DETAILS so7_ By: Klaae oa 2/1a/2a 11:1a PM y: Pro'ect 2020 20155 bethel lincoln CAD XREFS 20155_W'L_DT.dw port orchard and PAVEMENT MARKING LEGEND: WIDE SOLID LANE LINE WHITE EDGE LINE WIDE EDGE LINE WIDE DOTTED ENTRY LINE YELLOW WIDE LANE LINE YELLOW CROSS HATCHING MARKING WHITE CROSS HATCHING MARKING III CROSSWALK AAAA YIELD LINE _► TYPE 3SL (LEFT) TRAFFIC ARROW 1 I E `I YIELD TEXT — — — WIDE DOTTED EXTENSION LINE F. ADA WARNING PAD SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA I 0 - - — - _ M 51+89.12, 38.53' LT. EX. RpROW BEGIN OEND I � I 0 OL0 +� La I I � N O I x v — IO I o I � I w---w- - -w- -w-- v- -1- w I I o_ i I I I 01 0 0:1 0 w N I O x x PAVEMENT MARKING KEYNOTES: OWIDE SOLID LANE LINE PER WSDOT STD. PLAN M-20.10-04. SEE SHEET 63 FOR DETAIL. OWIDE DOTTED ENTRY LINE PER WSDOT STD. PLAN M-20.10-04. SEE DETAIL ON SHEET 63. YELLOW EDGE LINE AND SOLID LANE LINE PER WSDOT STD. PLAN M-20.10-04. SEE DETAIL ON SHEET 64. OWHITE EDGE LINE PER WSDOT STD. PLAN M-20.10-04. SEE DETAIL ON SHEET 64. WHITE WIDE EDGE LINE PER WSDOT STD. PLAN M-20.10-04. 0 SEE DETAIL ON SHEET 64. WHITE CROSS HATCH MARKING PER WSDOT STD. PLAN M-24.60-04. SEE DETAIL ON SHEET 65. OCROSSWALK LAYOUT PER PORT ORCHARD STD. DETAIL "TYPICAL 9 CROSSWALK STRIPING" ON SHEET 70. 11 TYPE 3SL (LEFT) TRAFFIC ARROW PER WSDOT STD. PLAN M-24.40-02. SEE SHEET 70 FOR DETAIL. YIELD TEXT PER WSDOT STD. PLAN M-80.30-00. SEE DETAIL 12 ON SHEET 66. 13 YELLOW CROSS HATCH MARKING PER WSDOT STD. PLAN M-24.60-04. SEE DETAIL ON SHEET 65. 14 WHITE WIDE DOTTED EXTENSION LANE LINE PER WSDOT STD. PLAN M-20.10-04. SEE SHEET 63 FOR DETAIL. 18 ROUNDABOUT SPUTTER ISLAND PER WSDOT STD. PLAN F-45.10-03. SEE SHEET 34 FOR DETAIL. i M 52+41.30, 4 l M 52+21.35, 7.62' LT. c^ 5 6^BEGIN OEND MATCH LINE SEE SHEET 59 1. TRAFFIC MARKINGS INSIDE OF ROUNDABOUT SHALL USE TYPE A HOT LIQUID THERMOPLASTIC. SPECIFIC TO CITY OF PORT ORCHARD MAINTENANCE PRACTICES. MATCH LINE M HEETo S2+55 '600 SCALE IN FEET 0 10 20 M 52+41.20, 15.05' RT. BEGIN O7 M 52 40.81, 3.05' RT. END M 52+21.29, 7.90' RT. BEGINO ENDO6 L 107+43.11, 21.21' LT. END O4 _L 107+48.90, 7.33' LT. END O5 FL 107+68.83, 3,93' LT. END O6 L 107+70.25, 15.86' LT. L 107+76.75, 3.46' LT. BEGIN 0 \P- \C L 107+ .46, 3.45' RT. BEGIN L 107+68.40, 3.16' RT. ENDO L 107+48.67, 6.41' RT. BEGIN 5 6 L 107+52.64, 17.64' RT. ENDO7 DATE REVISIONS JOB NUMBER DESIGNED BY:K. LANE 2/21/24 NO. DATE aN �� BETHEL AVE, BETHEL RD, 20155 ENTERED BY: K. LANE 2 21 24 NTx�en SKILL 1 NGS LINCOLN AVE SE, MITCHELL RD BID CHECKED BY: I. LEE P.E. 2/21/24 ORCHARD SE SHEET PROD. ENGR.: I. LEE P.E. _ _ - Plotted By Kazuma Lane on 2/21/24 11:03 AM PO ecraTe E��e�� 57 S'IONAL F, 5016 Lacey Boulevard SE, Lacey, Washington 98503 or saved Hy Klane on 2/2,/24 e:3s AM (360) 491-3399 Fax (360) 491-3857 PAVEMENT MARKING PLAN 89 \Pro'ect\2020\20155 port orchard bethel and lincoln\CAD\SHEETS\20155_PS_MK-13-b-REV.dw 2/21/2024 1 PORT ORCHARD WA SHEETS SEC. 35 & 36, T.24N., RAE., W.M., KITSAP COUNTY, WA L LIIVC tLIm VLIV /HVC JC)' rLH1V VICVV STA:107-87TO STA: 109+72 SCALE IN FEET 0 10 20 PAVEMENT MARKING LEGEND: DOUBLE CENTERLINE & DOUBLE LANE LINE PAVEMENT MARKING KEYNOTES: OYELLOW EDGE LINE AND SOLID LANE LINE PER 5 WSDOT STD. PLAN M-20.10-04. SEE DETAIL ON SHEET 64. �o 1 it it KEYMAP DATE REVISIONS JOB NUMBER DESIGNED BY: K. LANE 2 21 24 NO. DATE }aN� �Ofj BETHEL AVE, BETHEL RD, 20155 ENTERED BY: K. LANE 2 21 24 ~�e�• NTx�� SKI L L I NGS �w LINCOLN AVE SE, MITCHELL RD BID CHECKED R.: I. LEE P.E. 2/21/24 ORCHARD SHEET PROJ. ENGR.: I. LEE P.E. 2/21 24 �. _ e 5sres _� 58 SroNnu e�' 5016 Lacey Boulevard SE, Lacey, Washington 98503 0 Plotted By: Kazuma Lane on 2/21 /24 11:03 AM �l8 Saved Bg Klane on 2/12/24 1212 PM (360) 491-3399 Fax (360) 491-3857 PAVEMENT MARKING PLAN 19 q:AProject\2o20\20155 port orchard bethel and llncoln\CAD\SHEETS\20155_PS—MK_02_SCBB. dwq 2/21/2024 PORT ORCHARD WA SHEETS SEC. 35 & 36, T.24N., RAE., W.M., KITSAP COUNTY, WA — EX. ROW _ dH0 ggd�HO �" MHO � dH0 dHC S — SS -Rc�tr —SS — /SS — —SS — —SS - fflo p _b EX "ROW --- -- - -- ----- 0 M 50+98.36, 2.98' O ENDND dH0 "" dNlfkx c xx aiHQk-xxR=xRx-xx dMxx HO dH0 dH0 d xx dxx x dH0 dH0 x-xd�xx - dH0-xx'F r �gx"�-�"'^�^� �Ri.Q,F xxx-xxx-xxx- x-xx>F xxx-xx>F xxx-xxx-xxx-xx>F xxx-xx>F xxx-xxx-xxx�' >F xxx-xx>F xxx-xx�xxx-xxx-xxx-xx>F xxr-xx>F xxx-xx>F xxx-xxx-xxx-xxx-xxx-x >F xxx-x SS — — —SS — — —SS —SS —SS "SS — — —SS SS —SS — SS —SS — SS — SS — —Ss— 0 49+00 MITCHELL RD SE 49+50 M LINE - - - nw _N' - - mA - -A - FrdrrN' - - -nn RTdrr=nn Y fr - -nn _ -HdnA' - - -M rrdR SAW 50+00 SD SD SD— SD — — SD SD— SD SD SD SD SD SD — — SD— — — M 50+05.35, 0.00' T. MATCH TO EX. DOUBLE CENTERLINE END (D EX. ROW EX. ROW ro DATE (ENTERED BY: K. LANE CHECKED BY: I. LEE P Plotted L. Kazuma Lane on 2/21/24 11:04 AM Saved By Mane on 2�12/24 12:12 PM g:AProject\2020\20155 port orchard bethel and REVISIONS idn M - - -MHdn \-M - SD— — SD — 1v P: rSKILLINGS lsTERE9I�F4' )NAL EP6 5016 Lacey Boulevard SE, Lacey, Washington 98503 2/21/2024 (360)491-3399 Fax(360)491-"" HdRM—M Hdl1- SD— SD — M 50 2.43, 3.18' RT. END (J5 0 CHARD. PORT ORCHARD EX. ROW WA w w O LnLO ::> R w- w� -Z J � U F- G SCALE IN FEET 0 10 20 PAVEMENT MARKING LEGEND: DOUBLE CENTERLINE & DOUBLE LANE LINE PAVEMENT MARKING KEYNOTES: OYELLOW EDGE LINE AND SOLID LANE LINE PER 5 WSDOT STD. PLAN M-20.10-04. SEE DETAIL ON SHEET 64. i i o i 11 KEYMAP BETHEL AVE, BETHEL RD, 20155 LINCOLN AVE SE, MITCHELL RD BID SE SHEET 59 PAVEMENT MARKING PLAN OF SHEETS SEC. 35 & 36, T.24N., RAE., W.M., KITSAP COUNTY, WA Ln LO _4 r N Ln LID �~ w U3 z= J W J U Q EX. ROW _----------------------- 52+75.35, 2.17' LT. 31 N O8 SD SD —SD — EX. ROW M 3 82.26, 0.17' LT. MATCH TO EX. DOUBLE 7CENTERLINE UPH UPHQ END I 54+00 I do Hdn Hdn Hdn Hdn Hdn Hdn d� Hdn G G - - - M 53+78.43, 0.87' RT. C' — G - - G - - G - - G - - G G - - G - G G - - G G - - G - - MATCH TO EX. DOUBLE G-- G� G G G- G G G -� G- - G- G- G — — —ss — — M 52+/7�� 37, 2.83' RT. —ss -BEGIN CENT LINE E_ND5 I L/ _ _ _ ASS SD— — — — SD— — _ D— — SD— — — SD— — — SD— SD— — — SD— ASS — —SS — — — �S — —SS -SS — — —SS - Sn� SS SS SS —SS — —SS —SS — SS — — —SS — � —___ _ —EX. ROW-Nr- ---M ---M---/y\- - =M = - _ _ 70 __ _ _ _ M _ _ _ - - - -_ -M - M _ - -M - - -M - —I - M _ _ -M __ ___M___p ., ., E� ROW o rF 0 °wv M LINE (MITCHELL RD SE) - PLAN VIEW STA:52+55 TO STA: 54+12 SCALE IN FEET 0 20 40 PAVEMENT MARKING LEGEND: DOUBLE CENTERLINE & DOUBLE LANE LINE PAVEMENT MARKING KEYNOTES: ODOUBLE CENTERLINE & DOUBLE LANE LINE PER 2 WSDOT STD. PLAN M-20.10-04. SEE SHEET 64 FOR DETAIL. DATE REVISIONS JOB NUMBER DESIGNED BY: K. LANE 2/21/24 NO. DATE aN �Ofj BETHEL AVE, BETHEL RD, 20155 ENTERED BY: K. LANE 2/21/24 e� NTx�� SKI L L I NGSQkCHARD-wwLINCOLN AVE SE, MITCHELL RD BID CHECKED BY: I. LEE P.E. 2/21/24 SHEET PROJ. ENGR.: I. LEE P.E. 2/21 24 �o e5sr9av ewe � 60 Sro1n1. e1s 5016 Lacey Boulevard SE, Lacey, Washington 98503 OF Plotted By Kazarm Lane on 2/21/24 11:04 AM �l8 saved By, Klane on 2/12/24 12,12 PM (360) 491-3399 Fax (360) 491-3857 PAVEMENT MARKING PLAN 89 g:AProject\2020\20155 port orchard bethel and llncoln\CAD\SHEETS\20155_PS-MK_03_SCHB. dwg 2�21/2024 PORT ORCHARD WA SHEETS J J 0 0 J z Of w Y m Of 0 YELLOW CROSSHATCH MARKING - PER STANDARD PLAN M-24.60 8" (IN) YELLOW WIDE LANE LINE - SEE STANDARD PLAN M-20.10 TYPICAL ROUNDABOUT HATCHING DETAIL FOR CROSSWALK LAYOUT DETAILS - SEE STANDARD PLAN M-15.10 FT) SPACING =D TRUCK APRON o logo A�NOI 0000 00 0 00 TYPE 1 S TRAFFIC ARROW - SEE STANDARD PLAN M-24.40 SEE NOTE 3 (TYP.) TYPE 3SL TRAFFIC ARROW SEE STANDARD PLAN M-24.40 SEE NOTE 3 (TYP.) WIDE DOTTED CIRCULATING I LANE LINE -SEE STANDARD PLAN M-20.10 (TYP.) ' WHITE WIDE SOLID LANE LINE -SEE STANDARD PLAN M-20.10 (TYP.) WIDE EDGE LINE - SEE STANDARD PLAN M-20.10 (TYP.) STRONG LANE LINE - SEE STANDARD PLAN M-20.10 (TYP.) ?,ON 0 PP 0 NON -DRIVABLE CENTRAL ISLAND O PORTION o � ra �I TRUCK APRON O O 000 0 WHITE EDGE LINE (WHEN USED SEE CONTRACT) OMIT IN SINGLE LANE APROACHES OO 01 u00o TYPICAL ROUNDABOUT MARKING DETAIL NOTE: STANDARD PLAN PROVIDED FOR REFERENCE ONLY NOTES 1. These details can vary greatly according to the Contract plans. The need for Advance Roundabout Traffic Arrows is based upon 2. posted speed of approach roadway. Place Arrows in the circulating lanes as close as possible to the 3. center of the lane to avoid having them in the wheel paths. 4. Local agencies (on non -state route intersections) may elect to use Yield Line Symbol Type 2 (sharks teeth) prior to the Wide Dotted Entry Line. See Standard Plan M-24.60 for details. 5. Check with Region Traffic office regarding RPM and Guidepost placement and use. WIDE DOTTED ENTRY LINE -SEE STANDARD PLAN M-20.10 (TYP.) (USE ON WSDOT PROJECTS) YIELD LINE SYMBOL (SHARKS TEETH) —_ MAY BE USED AS AN OPTION FOR LOCAL AGENCIES - SEE NOTE 4 SOLID EDGE LINE (TYP.) FOR DETAIL - SEE STANDARD PLAN M-20.10 YELLOW EDGE LINE (WHEN USED SEE CONTRACT) (TYP.) TYPE 2SR TRAFFIC ARROW - SEE STANDARD PLAN M-24.20 SEE NOTE 3 (TYP.) �. - 2.. ROUNDABOUT CIRCLE MARKING DETAIL WITH TYPE 3SL TRAFFIC ARROW - SEE STANDARD PLAN M-24.40 Aug 1, 2022 ROUNDABOUT PAVEMENT MARKINGS STANDARD PLAN M-12.10-03 SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION Nas�az�a:tevon Aug 2, 2022 STATE DESIGN ENGINEER Washington State Department of Transportation DATE REVISIONS JOB NUMBER DESIGNED BY: K. LANE 2 21 24 NO. DATE aN �Of BETHEL AVE, BETHEL RD, 20155 ENTERED BY: K. LANE 2/21/24 e�� NTx�� SKILL 1 NGSORCHARD- LINCOLN AVE SE, MITCHELL RD BID CHECKED R.: I. LEE P.E. 2/21/24 SHEET PROJ. ENGR.: I. LEE P.E. 2/21/24 � _�61 SroNn�sls 5016 Lacey Boulevard SE, Lacey, Washington 98503 of Plotted By Kazuma Lane on 2/21 /24 11:04 AM ° e ST aGl�� saved By Klane on 2/18/24 11:23 PM (360) 491-3399 Fax (360) 491-3857 PAVEMENT MARKING DETAIL 89 Pro'ect 2020 20155port orchard bethel and lincoln CAD SHEETS 201553S_PV—DET.dw 2/21/2024 PORT ORCHARD WA SHEETS J J LIJ O t] J Z af W LL } Ism K 0 WHITE WIDE SOLID LANE LINE — SEE STANDARD PLAN M-20.10 (TYP.) WIDE DOTTED ENTRY LINE — SEE STANDARD PLAN M-20.10 (TYP.) (USE ON WSDOT PROJECTS) 0000/� O 00 PRON P I NON -DRIVABLE CENTRAL ISI Ahin PORTI FOR CROSSWALK LAYOUT DETAILS — SEE STANDARD PLAN M-15.10 WHITE EDGE LINE(WHEN 1 USED SEE CONTRACT) WIDE EDGE LINE — SEE STANDARD PLAN M-20.10 (TYP.) STRONG LANE LINE SEE STANDARD PLAN M-20.10 (TYP.) YELLOW EDGE LINE 6HEN USED SEE CONTRACT) P.) OMIT IN SINGLE LANE APROACHES NOTE: STANDARD PLAN PROVIDED FOR REFERENCE ONLY w Aug 1, 2022 ROUNDABOUT PAVEMENT MARKINGS STANDARD PLAN M-12.10-03 SHEET 2 OF 2 SHEETS APPROVED FOR PUBLICATION Marry k, Gaan s A g2 0dl PDT) Aug 2, 2022 STATE DESIGN ENGINEER Amok Washington State Department of Transportation DATE REVISIONS JOB NUMBER �,,BETHEL AVE BETHEL RD 20155 DESIGNED BY: K. LANE 2 21 24 NO. DATE aN max; ENTERED BY: K. LANE 2/21/24 ��e�� NTx�� SKILL 1 NGS D LINCOLN AVE SE, MITCHELL RD BID CHECKED BY: I. LEE P.E. 2/21/24 ORCHARD SE SHEET PROJ. ENGR.: I. LEE P.E. 2/21/24 _ 62 cts eR OF Plotted By Kazuma Lane on 2/21 /24 11:04 AM ° e * v'9ti4�' / / S'IONALEIl� (360 Lacey Boulevard SE, Lacey, Washington 98503 PAVEMENT MARKING DETAIL Saved By.. Keane on 2 1t3 24 1L23 PM (360) 491-3399 Fax (360) 491-3857 89 Pro'ect 2020 20155 ort orchard bethel and lincoln CAD\SHEETS\20155_PS_PV_DET.dw 2/21/2024 PORT ORCHARD WA SHEETS 3' 9' DOTTED LANE LINE 3' 3 9. 3 v 8" WHITE \WHITE 2' *(YELLOW '' OR WHITE - SEE NOTE 1 DOTTED EXTENSION LINE J J W ❑ J Z Of UJ J- m m Z ROUNDABOUT SPECIFIC LINES 3' i 2' i 3' I I I I WHITE WIDE DOTTED ENTRY LINE 4' i 3' i 4 WIDE DOTTED CIRCULATING LANE LINE WIDE DOTTED LANE LINE 6' 1 6' 1 6' WIDE DOTTED EXTENSION LINE 6' 1 3' 1 _ 6' 1 1 I YELLOW OR WHITE STRONG LANE LINE - SEE NOTE 1 OPTION TO USE AS CIRCULATORY ON ROUNDABOUT APPLICATIONS 8" i WHITE NOTE: STANDARD PLAN PROVIDED FOR REFERENCE ONLY I WHITE s pF WASgl � NC�p u a� ouu lnufi� , sal ®N� L �1yG Aug 1, 2022 LONGITUDINAL MARKING PATTERNS STANDARD PLAN M-20.10-04 SHEET 2 OF 4 SHEETS APPROVED FOR PUBLICATION f ug Aug 2, 2022 MaA Gaines A2, 202210:1T PDT) STATE DESIGN ENGINEER Adak MVP Washington State Department of Transporlation DATE REVISIONS JOB NUMBER PN sx BETHEL AVE, BETHEL RD, 20155 DESIGNED Y: K. LANE 2 21 24 N0. DATE av aS G r S K1 L L 1 N GS ENTERED BY: K. LANE 2/21/24 e�'� cx�`� RLINCOLN AVE SE, MITCHELL RD BID CHECKED BY: I. LEE P.E. 2/21 /24 o QkCHARD SHEET PROJ. ENGR.: I. LEE P.E. 2/21/24 �O e 5STB9 E9 ww � 63 S1oNAL>;� 5016 Lacey Boulevard SE, Lacey, Washington 98503 OF Plotted By Kazuma Lane on 2/21 /24 11:04 AM �l8 saved By K1ane on 2/111/24 11:23 PM (360) 491-3399 Fax (360) 491-3857 PAVEMENT MARKING DETAIL 89 Pro'ect 2020 20155 port orchard bethel and lincoln CAD SHEETS 2015535_PV_DET.dw 2/21/2024 PORT ORCHARD WA SHEETS LU W ❑ Z W w m 0 0 DATE ENTERED BY: K. LANE CHECKED BY: I. LEE P.E. PROJ. ENGR.: I. LEE P.E. Plotted By. Kamm Lane on 2/21/24 11:04 AM Saved By. Kane on 2/18/24 11:23 PM g:\Project\2020\20155 port orchard bethel and CENTERLINE & LANE LINE 10, "v I YELLOW —CENTERLINE, WHITE — LANE LINE 10' ■ �TTI11I i T �T *I 11 YELLOW �I NO -PASS LINE & TWO-WAY LEFT -TURN CENTERLINE 10, 30' 10, YELLOW REVERSIBLE LANE LINE 10, 30' 10. co WHITE WIDE BROKEN LANE LINE SEE CONTRACT FOR LENGTH a YELLOW OR WHITE — SEE NOTE 2 EDGE LINE & SOLID LANE LINE REVISIONS NOTES 1. Dotted Extension Line shall be the same color as the line it is extending. 2. Edge Line shall be white on the right edge of traveled way, and yellow on the left edge of traveled way (on one-way roadways). Solid Lane Line shall be white. 3. The distance between the lines of the Double Centerline shall be 12" everywhere, except 4" for left -turn channelization and narrow roadways with lane widths of 10 feet or less. Local Agencies (on non -state routes) may specify a 4" distance for all locations. The distance between the lines of the Double Lane Line shall be 4". SEE CONTRACT FOR LENGTH DOUBLE CENTERLINE & DOUBLE LANE LINE SEE CONTRACT FOR LENGTH iO WHITE WIDE EDGE LINE & WIDE SOLID LANE LINE OPTION TO USE AS CIRCULATORY ON ROUNDABOUT APPLICATIONS SEE CONTRACT FOR LENGTH I ED i DOUBLE WIDE LANE LINE WHITE NOTE: STANDARD PLAN PROVIDED FOR REFERENCE ONLY J rSKILLINGS sTeae� ww NALee e 5016 Lacey Boulevard SE, Lacey, Washington 98503 , /„ /,,,,,, (360) 491-3399 Fax (360) 491-3857 ORCHARD PORT ORCHARD SEOE NOTE 3 YELLOW — DBL. CENTERLINE, WHITE - DBL. LANE LINE WA �4 oR WAS//! � N 36103 Gd� �4' �01 STSW Aug 1, 2022 LONGITUDINAL MARKING PATTERNS STANDARD PLAN M-20.10-04 SHEET 1 OF 4 SHEETS APPROVED FOR PUBLICATION T, Aug 2, 2022 STATE DESIGN ENGINEER AdIll Washington State Department of Transportation BETHEL AVE, BETHEL RD, LINCOLN AVE SE, MITCHELL RD SE PAVEMENT MARKING DETAIL JOB NUMBER 20155 BID 64 OF 89 SHEETS 1'- 6" — UNLESS NOTED OTHERWISE IN CONTRACT U 9 z O U UU W U3 i U) UU K z z W J PAVED SHOULDER STOP LINE t Cn W U i z F O .tl O w Z J N WHITE OR YELLOW - SEE CONTRACT CHEVRON OR DIAGONAL CROSSHATCH MARKING W = 8" (IN) FOR POSTED SPEED LIMIT OF 40 MPH OR LOWER W = 12" (IN) FOR POSTED SPEED LIMIT OF 45 MPH OR HIGHER o EDGE LINE MARKING AREA = 11.73 SQ.FT. HALF -MILE MARKER PAVED SHOULDER MARKING AREA = 6.00 SQ.FT. FULL MILE MARKER AERIAL SURVEILLANCE MARKERS CENTERLINE OF JUNCTION BOX, I1� PULL BOX, OR CABLE VAULT I I I I EDGE LINE PAVED SHOULDER JUNCTION BOX, PULL BOX, OR CABLE VAULT MARKING AREA = 0.56 SQ. FT. JUNCTION BOX, PULL BOX, OR CABLE VAULT MARKINGS NOTE 1. If Rumble Strips are present, install marking outside of the Rumble Strip. CENTERLINE OF CROSS CULVERT \ \ EDGE LINE v C9" ANGLE OF y, b� CROSS CULVERT PAVED J SHOULDER MARKING AREA = 0.56 SQ.FT. CROSS CULVERT DRAINAGE MARKING EDGE LINE Iff 4" TYP. 90° 90° m 2'-0" PAVED SHOULDER MARKING AREA = 1.06 SQ.FT. DRAINAGE STRUCTURE INLET NOTE: STANDARD PLAN PROVIDED FOR REFERENCE ONLY DRAINAGE MARKING J. wesy��c��,f �O 36103 FCI STE�� �ssIONAL Walsh, Brian Q _ Jun 24 2014 2:35 PM SYMBOL MARKINGS MISCELLANEOUS STANDARD PLAN M-24.60-04 SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION un 24ch, J4a �.- un 24 20144:43 PM STATE DESIGN ENGINEER T Washington Stale Department of Transportation DATE REVISIONS JOB NUMBER DESIGNED BY: K. LANE 2 21 24 NO. DATE aNc �Of BETHEL AVE, BETHEL RD, 20155 ENTERED BY: K. LANE 2/21/24 eNTx��!5 SKILL 1 NGS LINCOLN AVE SE, MITCHELL RD BID CHECKED R.: I. LEE P.E. 2/21 /24 ORCHARD SHEET PROJ. ENGR.: I. LEE P.E. 2/21/24 51083 f SHEET SroNn�sls 65 5016 Lacey Boulevard SE, Lacey, Washington 98503 Plotted By Kazuma Lane on 2/21/24 11:04 AM ° e ST aGl�� OF saved By. Kane on 2/18/2411:23 PM 2/21/2024 (360) 491-3399 Fax (360) 491-3857 PORT ORCHARD WA PAVEMENT MARKING DETAIL Pro'ect 2020 20155 port orchard Bethel and lincoln CAD SHEETS 2015535_PV�ET.dw SHEETS J J W O J Z K W DW Z Q o Y (D D 0 0 Up 01 0 SIX FOOT HIGH LETTERS AND NUMERALS SHOWN ON A THREE -INCH SQUARE GRID ~'a _ �omQo _ LU a w ooa w r= Ww�wm o �y 4Q ®� 9F�1 STER�o ti�� Nzzio F�"'ONAL ��G apw3a EXPIRES AUGUST 9, 2009 m LL 8 TRAFFIC LETTERS AND NUMERALS (LOW SPEED ROADWAYS) STANDARD PLAN M-80.30-00 TEN FOOT HIGH LETTERS SHOWN ON A FIVE- INCH SQUARE GRID SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakotich 111 06-10-08 STATE DESIGN ENGINEER DATE FOR USE ON ROADWAYS WITH A POSTED SPEED OF 40 MPH OR LESS -„ Washington State Department of Transportation NOTE: STANDARD PLAN PROVIDED FOR REFERENCE ONLY DATE REVISIONS JOB NUMBER DESIGNED BY: K. LANE 2/21/24 N0. DATE oNw aEIC BETHEL AVE, BETHEL RD, 20155 ENTERED BY: K. LANE 2/21/24 Tod O LINCOLN AVE SE, MITCHELL RD BID CHECKED BY: I. LEE P.E. 2/21/24 SKILL 1 NGS SE PROJ. ENGR.: I. LEE P.E. 2/21/24 ORCHARD SHEET Plotted By Kamma Lane on 2/21/24 11:04 AM 5016 Lacey Boulevard SE, Lacey, Washington 98503 0F Soved By Klone on 2/18/24 11:23 PM (360) 491-3399 Fax (3S0) 491-3857 PAVEMENT MARKING DETAIL gg g:\Project\2020\20155 port orchard Bethel and lincoln CAD\SHEETS\20155_PS_PV_DET.dw 2�21�2024 PORT ORCHARD WA SHEETS 0 0 Y U m u �r���l] ■■■ MASON r0all FORI■■�02.90EN1�\■I1110 GRID IS 4" (IN) SQUARE MARKING AREA = 1.41 SQ.FT. ACCESS PARKING SPACE SYMBOL (MINIMUM) Y-0" GRID IS 4" (IN) SQUARE MARKING AREA = 3.09 SQ.FT. ACCESS PARKING SPACE SYMBOL (STANDARD) TOTAL MARKING AREA = 28.44 SQ.FT. WHITE = 9.76 SQ.FT. BLUE = 18.69 SQ.FT. ACCESS PARKING SPACE SYMBOL (STANDARD) WITH BLUE BACKGROUND AND WHITE BORDER (REQUIRED FOR CEMENT CONCRETE SURFACES) SYMBOL 8 LANE MARKING AREA = 12.08 SQ.FT. SPEED BUMP SYMBOL TOTAL MARKING AREA = 13.44 SQ.FT. WHITE = 4.82 SQ.FT. BLUE = 8.62 SQ.FT. ACCESS PARKING SPACE SYMBOL (MINIMUM) WITH BLUE BACKGROUND AND WHITE BORDER (REQUIRED FOR CEMENT CONCRETE SURFACES) SYMBOL MARKING I A IS I C D USE MARKING AREA YIELD AHEAD SYMBOL TYPE 1 TYPE 2 6' - 0" 2'- 6" 13' - 0" N/A LESS THAN 45 MPH 25.90 SQ.FT. 6'- 0" 3' - 0" 20' - 0" N/A 45 MPH OR GREATER 36.54 SQ.FT. YIELD LINE SYMBOL TYPE 1 TYPE 2 TYPE 2 1'- 0" 6" 1'- 6" 6" LESS THAN 45 MPH 0.75 SQ.FT. 2'- 0" 1'- 0" T - 0" 1' - 0" 45 MPH OR GREATER 3.00 SQ.FT. 2'- 0" 1'- 0" 3' - 0" 1'- 0" ROUNDABOUT ENTRY * 3.00 SQ.FT. A YIELD AHEAD SYMBOL NOTE: STANDARD PLAN PROVIDED FOR REFERENCE ONLY * MINIMUM OF 4 IN LANE YIELD LINE SYMBOL (MULTIPLE SYMBOLS REQUIRED FOR TRANSVERSE YIELD LINE — SEE CONTRACT) J ry� rvesg� �O .D 36103 'ASP �6'1 S TE�� 1� ss'(0 AL n/� Walsh, Brian QW� 7/�/ Jun 24 2014 2:37 PM cros�. SYMBOL MARKINGS MISCELLANEOUS STANDARD PLAN M-24.60-04 SHEET 2 OF 2 SHEETS APPROVED FOR PUBLICATION 4 Pa Jun 2sty Jun 4 2014 4:43 PM STATE DESIGN ENGINEER Washington State Department of Transportation DATE REVISIONS JOB NUMBER BETHEL AVE BETHEL RD 20155 DESIGNED BY: K. LANE 2 21 24 N0. DATE �aN>aw, , , ENTERED BY: K. LANE 2/21/24 e�� NTx�n SKILL 1 NGS D LINCOLN AVE SE, MITCHELL RD BID CHECKED R.: I. LEE P.E. 2/21/24 QRCHARD SE SHEET PROJ. ENGR.: I. LEE P.E. 2/21/24 2 2 Lane Plotted B67 cts ¢R OF y Kazuma Lne on /1 /20 4 11:4 AM ° e * v'9ti4�' y / / 7oNALE 5016 Lacey Boulevard SE, Lacey, Washington 98503 PAVEMENT MARKING DETAIL SaveBd Keane on 2 18 24 1 23 PM (360) 491-3399 Fax (360) 491-3857 89 Pro'ect 2020 20155port orchard bethel and lincoln CAD\SHEETS\20155_PS_PV_DET.dw 2/21/2024 PORT ORCHARD WA SHEETS w ❑ z Of w LL m z r) SHOULDER AREA V WIDE FOR 4' SHOULDERS 2' WIDE FOR SHOULDERS OVER 4' WIDE INSTALL CROSSWALK LINES IN SHOULDER AREAS ONLY WHEN ADJACENT TO A SIDEWALK OR A SEPARATE WALKWAY (TYP.) CROSSWALK LINE SIDEWALK 1' MIN EDGE OF PAVEMENT, OR FACE OF CURB (1MTHOUT GUTTER), OR EDGE s OF GUTTER PAN (WHEN THERE IS i CURB &GUTTER) (TYP.) EDGE OF CONCRETE GUTTER ` SHOULDER _ INSTALL CROSSWALK LINES _ PARALLEL TO THE ROADWAY ff9� TYPICAL APPLICATIONS EDGE OF TRAVELED WAY NOTE: STANDARD PLAN PROVIDED FOR REFERENCE ONLY NOTES ROADWAY LANE 1 i 1 � 1 1 1 1 (IYP.) 1 1 11 li 1 1 11i i 11 I� BD I 11 !I \ IL \ I I v 5' MAX. (TYP.) I I STOP LINE LANE LANE DETAIL 1. See the Contract Plans for locations of crosswalk centerlines. EDGE OF TRAVELED WAY SHOULDER AREA 2. To the maximum extent possible, curb ramp centerline should be perpendicular to the crosswalk centerline. 3. To the maximum extent possible, crosswalks should be perpendicular to the centerline of the traveled way. E J. 7' 6��B pF wAsy�Ncoy�� ziR �® 2S33SIf �GISTY, ti� y?$ LIM /ONAL HW3a � ��w« EXPIRES AUGUST 9, 2007 z S � ;. i CROSSWALK LAYOUT STANDARD PLAN M-15.10-01 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Ken L. Smith 02-06-07 STATE DESIGN ENGINEER DATE Washington State Department of Transportation DATE REVISIONS JOB NUMBER DESIGNED BY: K. LANE 2 21 24 NO. DATE aN �Of BETHEL AVE, BETHEL RD, 20155 ENTERED BY: K. LANE 2/21/24 ��e�� ~Tx�� r SKI L L 1 NGSQRCHARD LINCOLN AVE SE, MITCHELL RD BID CHECKED BY: I. LEE P.E. 2/21/24 _ SHEET PROJ. ENGR.: I. LEE P.E. 2/21/24 68 cts ¢R OF Plotted By Kazuma Lane on 2/21 /24 11:04 AM ° e T E91�6 r / / S•o-- is 6 5016 Lacey Boulevard SE, Lacey, Washington 98503 PAVEMENT MARKING DETAIL Saved B . Keane on 2 18 24 1L23 PM (360) 491-3399 Fax (360) 491-3857 89 Project 2020 20155 port orchard bethel and lincoln CAD SHEETS 201553S_W DET.dw 2�21�2024 PORT ORCHARD WA SHEETS 0 00 SYMBOL & LANE 1'-3" 20 iO MARKING AREA 8.03 SQ.FT. 4"I 8" TYPE IS TRAFFIC ARROW \REA =T. TYPE 2SR (RIGHT) TRAFFIC ARROW MIRROR IMAGE OF TYPE 2SL TRAFFIC ARROW (SHOWN AT REDUCED SCALE) 1' - 4" 1'-2" SYMBOL & LANE I 3D iv li ELLIPSE "A" 00 1 i ELLIPSE "B" b m i I X 00 O a (n M UaD LU N i (7 a J J W CENTER POINT OF ELLIPSES -- I 'v GRID IS 4" (IN) (SQUARE i v I MARKING AREA B" 7.73 SQ.FT. 1' - 2" 1' - 6" "A" / AXIS J 10" -ELLIPSE "B" AXIS TYPE 2SL (LEFT) TRAFFIC ARROW NOTE Use the dimensions shown on this plan for each type of Traffic Arrow being placed on roadways with a posted speed limit of 40 mph or lower. SYMBOL & LANE 1' - 8" 8" 1' - 0" i a0 1 FV T - 4" 1' - 0" SYMMETRICAL ABOUT 1'- 2" 2'- 4„ i i i SYM4,-7 4LANE ELLIPSE — a0 I . I O V7 OD Q r o rn v o MLU cA 00 a ih - i- j -� O m W ELLIPSE "B.' ivLU I 1' - 2" w MARKING AREA CENTER POINT I i 12.86 SQ.FT. - OF ELLIPSES I GRID IS 4" (IN) SQUARE N — ELLIPSE "A" IN _ 00 0 CENTER POINT OF ELLIPSES GRID IS 4" (IN) SQUARE ELLIPSE "B" S2 I _ 1 ip a rn w rt co a O m J w I [V fA a R [V MARKING AREA g 8" 14.83 SQ.FT. 1'-2" 1'-6' ELLIPSE "A" AXIS 10" - ELLIPSE "B" AXIS TYPE 3SL (LEFT) TRAFFIC ARROW MARKING AREA 14.83 SQ.FT. TYPE 3SR (RIGHT) TRAFFIC ARROW MIRROR IMAGE OF TYPE 3SL TRAFFIC ARROW (SHOWN AT REDUCED SCALE) NOTE: STANDARD PLAN PROVIDED FOR REFERENCE ONLY $u TYPE 4S TRAFFIC ARROW 1' _ 6" T - 2" ELLIPSE "A"\ AXIS 10" - ELLIPSE "B" AXIS J. w�Z of wnSN&II, O �F GISTS ssIONAL w_"lsh, Briar Apr 16 2015 2:21 PM SYMBOL MARKINGS TRAFFIC ARROWS FOR LOW -SPEED ROADWAYS STANDARD PLAN M-24.40-02 SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION Apr iU 2UI51U:Il AM _ STATE DESIGN ENGINEER Washington State Department of Transportation DATE REVISIONS JOB NUMBER �,,BETHEL AVE BETHEL RD, 20155 DESIGNED BY: K. LANE 2 21 24 NO. DATE aN max; ENTERED BY: K. LANE 2/21/24 ��e�� ~Tx�� r SKI L L 1 NGS D LINCOLN AVE SE, MITCHELL RD BID CHECKED : I. LEE P.E. 2/21/24 ORCHARD SE SHEET PROJ. ENGR.R.: I. LEE P.E. 2/21/24 � Plotted B69 cts ¢R OF y Kazuma La22 Lane on /1 /20 4 11:4 AM ° e * v'9ti4�' y / / 7o-,.S 5016 Lacey Boulevard BE, Lacey, Washington 98503 PAVEMENT MARKING DETAIL SaveBd Keane on 2 18 24 1 23 PM (360) 491-3399 Fax (360) 491-3857 89 Pro'ect 2020 20155port orchard bethel and lincoln CAD\SHEETS\20155_PS_PV_DET.dw 2/21/2024 PORT ORCHARD WA SHEETS 40" _ rE BIKE LANE SYMBOL 1890 ORCHARD 4' SQ. I _ (TYP) F-F-T ■■■ SYMBOLBIKE TRAIL MARKINGS L BIKE LANE SYMBOLS NOTE: STANDARD PLAN PROVIDED FOR REFERENCE ONLY DRAWN BY I IDS DATE 1/30/2019 SCALE NTS DRAWING NUMBER 431 DATE REVISIONS JOB NUMBER PN Sx BETHEL AVE, BETHEL RD, 20155 DESIGNED K. LANE 2/21/24 N0. DATE ENTERED BY:Y: K. LANE 2/21/24 e�NALOF 5016 Lacey Boulevard SE, Lacey, Washington 98503 LINCOLN AVE SESHEET , MITCHELL RD BID CHECKED : I. LEE P.E. 2/21/24 ORCHARD PROJ. ENGR.R.: I. LEE P.E. 2/21/24 S K1 L L 1 N GS A� f 55T09 E9 �W �- 70 S1o>;� Plotted By Kazuma Lane on 2/21/24 11:04 AM �l8 saved By. Klane on 2/18/24 1L23 PM (360) 491-3399 Fax (360) 491-3857 PAVEMENT MARKING DETAIL 89 g:\Project\2020\20155 port orchard bethel and lincoln CAD SHEETS 2015535_PV_DET.dw 2�21�2D24 PORT ORCHARD WA SHEETS LENGTH VARIABLE (a) LANE LINE STRIP: THIS IS LOCATED IN THE LINE WITH EACH LANE LINE AND HALF THE STRIP ON EACH SIDE. MID LINE STRIP: THIS IS LOCATED MID WAY BETWEEN EACH LANE LINE STRIP NOTES DURA STRIPE MATERIALS SHALL BE USED UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. ALL NEW MID BLOCK CROSSWALKS SHALL BE LAYED OUT AS ABOVE AND PROVIDE SUPPLEMENTAL SIGNING CONSISTENT WITH N.U.T.C.D. AND AS DIRECTED BY THE CITY ENGINEER. 084 Est. 1890 MARKINGS H ORCHARDTYPICAL CROSSWALK STRIPING NOTE: STANDARD PLAN PROVIDED FOR REFERENCE ONLY DRAWN BY I IDS DATE 1/30/2019 SCALE NTS DRAWING NUMBER 427 DATE REVISIONS JOB NUMBER DESIGNED BY: K. LANE 2/21/24 NO. DATE oN �K��� �� BETHEL AVE, BETHEL RD, 201 55 $ � F Wa Hry,T ENTERED BY: K. LANE z/z1/24 _ LINCOLN AVE SE, MITCHELL RD BID CHECKED R.: I. LEE P.E. 2/21/24 o� SKILL 1 NGS QkCHARD PROJ. ENGR.: E LEE P.E. 2/21/24 4SESHEET Plotted By. Kazuma Lone on 2/21/24 11:04 AM ora��� 71 r 5'1ONn esa 5016 Lacey Boulevard SE, Lacey, Washington 98503 PAVEMENT MARKING DETAIL gg Saved By Klone on 2 18 24 tt23 PM (360) 491-3399 Fax (360) 491-3857 :\Project 2020 20155 port orchard bethel and lincoln CAD SHEETS 20155_PS_PV_DET.dw 2�21�2024 PORT ORCHARD WA SHEETS I �� i 0 SEC. 35 & 36, T.24N., RAE., W.M., KITSAP COUNTY, WA &' I w I R1-2 I = I O L — — o — — _ _ — EX. ROW 61 W11-2 + I62 W16-7PL LO I 04 _ a O SCALE IN FEET I I _ a LU ,J 0 10 20 — O U) O I w Z OT J t J = m 41 W x 105+00 _F — 105+50 v / LINCOLN AVE SE 1 os+oo ° B 24+60.30 = o I N L LINE — 1os� 50 — L 105+14.55 LO PROJECT LIMITS I 04 o I I 0 v I 3 d 1 3 O — � E) 1 I � v--Il—w — �v--- W— —— w ---Iw— { _ W— — — W— — W— —� w---W--- / �✓ RpW --_ G —_G—_ _ _ Gf— G I G — w— II'l'�—_ x-ycxx yc=x—xxx—xxxG --- - G� W2-6P 53 — r—W--- =W �x� G— O� W13-1 55 W11-2 59 — - oI o I W16-7PL 60� ++*++ w 1 � I R1-2 63 -4- _— I 1 w I D3-101 MOD. 64 LEGEND: CONSTRUCTION NOTES: D3-101 MOD. 65 OX SIGN INSTALLATION 1. ALL EX. SIGNS WITHIN PROJECT LIMITS WILL BE R—X SIGN REMOVAL REMOVED AND REPLACED WITH NEW SIGNS UNLESS NEW SIGN STATED OTHERWISE IN PLAN SET. NO SIGN INENTORY WAS COMPLETED TO CHECK REFLECTIVITY OF EX, NEW DOUBLE SIGN SIGNS. 2. FOR SIGN SPECIFICATIONS SEE SHEETS 76-77. EXISTING SIGN 3. FOR SINGLE POST GROUND MOUNTED SIGNS, SEE PORT ORCHARD STD. PLAN ON SHEET 78. 4. ALL SIGNS FOLLOW WSDOT STD. PLAN G-20.10-03 FOR PLACEMENT LCOATION. SEE DETAIL ON SHEET 79. W14-1P 66 I � W11-2 67 31 W16-7PL 68 Owe O t (I MATCH LINE SEE SHEET 74 10 MA TCH 52+55 --4EONE EET 75 75 ,AaW1 • 1-2 L II�'I 1 73 D3-101 MOD. I 74 1 1 • 1 . t I` • rE 76 W11-2 77 W16-7PL 0 I I II II I 1 KEYMAP DATE REVISIONS JOB NUMBER DESIGNED BY:K LANE 2 21 24 NO. DATE oNws��G BETHEL AVE, BETHEL RD, 20155 ENTERED BY: K. LANE 2/21/24 Q °� {� T�� LINCOLN AVE SE MITCHELL RD BID CHECKED BY: I. LEE P.E. 2/21/24 SKILL 1 NGS QkCHARD SE PROJ. ENGR.: I LEE P.E. 2 21 24 � SHEET �O Platted By Kazuma Lane on 2/21/241105 AM e55TB3a9 ww 72 SroNn�sls 5016 Lacey Boulevard SE, Lacey, Washington 98503 �fi Saved By: Klane on 2/18/24 11.31 PM (360) 491-3399 Fax (360) 491-3857 SIGNING PLAN 89 q. Project\2Qo\,01" port orchard Bethel and fincom\CAD\SHEETS\20155-PS_SN_01-SCHB.dwg 2/21/2024 1 PORT ORCHARD WA SHEETS SEC. 35 & 36, T.24N., RAE., W.M., KITSAP COUNTY, WA _- -� SCALE IN FEET 0 10 20 LEGEND: (2) SIGN INSTALLATION R—X SIGN REMOVAL NEW SIGN ��= NEW DOUBLE SIGN _SD _ EXISTING SIGN CONSTRUCTION NOTES: 1. ALL EX. SIGNS WITHIN PROJECT LIMITS WILL BE REMOVED AND REPLACED WITH NEW SIGNS UNLESS EX. ROW STATED OTHERWISE IN PLAN SET. NO SIGN INVENTORY WAS COMPLETED TO CHECK REFLECTIVITY OF EX, SIGNS. FOR SIGN SPECIFICATIONS SEE SHEETS 76-77. 2. FOR SINGLE POST GROUND MOUNTED SIGNS, SEE PORT ORCHARD STD. PLAN ON SHEET 78. 3. ALL SIGNS FOLLOW WSDOT STD. PLAN G-20.10-03 FOR PLACEMENT LOCATION. SEE DETAIL ON SHEET 79. 109+72 LINCOLN AVE SE EX. ROW L LINE (LINCOLN AVE SE) - PLAN VIEW STA:107-87TO STA: 109+72 , Lj10 i 1 11 KEYMAP DATE REVISIONS JOB NUMBER DESIGNED BY: K. LANE 2 21 24 NO. DATE aN �Ofj BETHEL AVE, BETHEL RD, 20155 ENTERED BY: K. LANE 2 21 24 ��e�� ~Tx�� r SKI L L 1 NGSQkCHARD -ww LINCOLN AVE SE, MITCHELL RD BID CHECKED BY: I. LEE P.E. 2/21/24 SE SHEET PROJ. ENGR.: I. LEE P.E. 2 21 24 �0 55TB9£9 ewe 73 SroNA e�' 5016 Lacey Boulevard SE, Lacey, Washington 98503 OF Platted By. Kazuma Lane on 2/21/24 11:06 AM �l8 Saved By. Dmaertens on 2/12/24 12:11 PM (360) 491-3399 Fax (360) 491-3857 SIGNING PLAN gg q:\Project\2020\20155 port orchard Bethel and lincoln\CAD\SHEETS\20155_PS_SN-02_SCHB.dwg 2/21/2024 PORT ORCHARD WA SHEETS SEC. 35 & 36, T.24N., RAE., W.M., KITSAP COUNTY, WA oZO W147 85 J EX. ROW EX. ROW -----mo-- — o ----- --- dHO dHO — dH0 dHO d dH0 dHO dHxx dm, xxr< xXy 10 dH0 dHO dHO dH0-xxx-xx>�xxv y,�x,,,r,,,;�y}�Ck� >d}lpx xiEi6:Qz-xxx-xxx-xxx- xx>F xxx-xx>F xxx-xxx-xxx-xxx-xxx-xx>F xxx-xxx-xxx-xx xxx-xx>F xxx-xx>F xxx-xxx-xxx-xPx xxx-xx>F xx xx-xxx-xx-xxx-xx>F x- _xx�r- xX —ss — ^S — —SS — — —ss — — —Ss — —ss — — s5 — — =SS — — —sS — —Ss — SS — —Ss — ss — —SS — ssx- —ss .. SAW W � 49+00 MITCHELL RD SE 49+50 50+00 50+50 51+00� � M LINE PROJECT71MIT j M 49+50.00, 0.G0p0'' T. �qyy o ir1-zA - - _A'�I-1dn- -,�,y - - rim _ _^^ - Frdn-'A _ _ -M RdrT— -m - - �f7- - -xw - Adn!"� - - -M HdR _ - -VMJR _SAk- NL�N��IdFl --M - -SA dfl HdI% PoI--Hdn-M hHdn_ _ Hdn Hdn - - _A,- - -M - - -M - - -M - H#1- - Hdr+ M1 —SD — — —SD — —SD S - SD SD SD SD SD — SD— — — SD— — SD SD SD T4 SD SD— SD — SD 1 �7 X. EX. ROW E. ROW W2-6 83 W16-17P 84 ro EX. ROW SCALE IN FEET 0 10 20 LEGEND: (D SIGN INSTALLATION R-X SIGN REMOVAL NEW SIGN NEW DOUBLE SIGN EXISTING SIGN CONSTRUCTION NOTES: 1. ALL EX. SIGNS WITHIN PROJECT LIMITS WILL BE REMOVED AND REPLACED WITH NEW SIGNS UNLESS STATED OTHERWISE IN PLAN SET. NO SIGN INVENTORY WAS COMPLETED TO CHECK REFLECTIVITY OF EX, SIGNS. 2. FOR SIGN SPECIFICATIONS SEE SHEETS 76-77. 0 3. FOR SINGLE POST GROUND MOUNTED SIGNS, SEE PORT ORCHARD STD. PLAN ON SHEET 78. +N n 4. ALL SIGNS FOLLOW WSDOT STD. PLAN G-20.10-03 w FOR PLACEMENT LOCATION. SEE DETAIL ON SHEET 79. ww z= w vU) Q I 0 II I KEYMAP DATE REVISIONS JOB NUMBER DESIGNED BY: K. LANE 2 21 24 NO. DATE aN �Ofj BETHEL AVE, BETHEL RD, 20155 ENTERED BY: K. LANE 2 21 24 e�� NTx�� SKILL 1 NGSQkCHARD 'ww LINCOLN AVE SE, MITCHELL RD BID CHECKED BY: I. LEE P.E. 2/21/24 SE SHEET PROJ. ENGR.: I. LEE P.E. 2 21 24 �0 55T9�9 ewe � 74 SroNn�e�' 5016 Lacey Boulevard SE, Lacey, Washington 98503 Platted By. Kazuma Lane on 2/21/24 11:06 AM �l8 aved By Dmaertens on 2/12/24 12:11 PM (360) 491-3399 Fax (360) 491-3857 SIGNING PLAN 89 g:\Project\2020\20155 port orchard Bethel and lincoln CAD SHEETS 20155_PS_SN_05_SCHB.dwg 2/21/2024 PORT ORCHARD WA SHEETS SEC. 35 & 36, T.24N., RAE., W.M., KITSAP COUNTY, WA 86 W11-2 87 W16-7PL EX. ROW - IO -SD—SD— LEGEND: SCALE IN FEET 0 10 20 O SIGN INSTALLATION R—X SIGN REMOVAL NEW SIGN NEW DOUBLE SIGN �cgrF � EXISTING SIGN - - — - - — - - — - - Ex. Row _ — CONSTRUCTION NOTES: 1. ALL EX. SIGNS WITHIN PROJECT LIMITS WILL BE I REMOVED AND REPLACED WITH NEW SIGNS UNLESS STATED OTHERWISE IN PLAN SET. NO SIGN uPH uPHQ _ INVENTORY WAS COMPLETED TO CHECK REFLECTIVITY OF EX, SIGNS. 2. FOR SIGN SPECIFICATIONS SEE SHEETS 76-77. v � SD SD 3. FOR SINGLE POST GROUND MOUNTED SIGNS, SEE PORT I ORCHARD STD. PLAN ON SHEET 78. 1 54+00 54+12 4. ALL SIGNS FOLLOW WSDOT STD. PLAN G-20.10-03 o - PROJECT LIMIT FOR PLACEMENT LOCATION. SEE DETAIL ON SHEET 79. I = M LINE 54+12.36, 0.00' T. I Hdn Hdn Hdn Hdn Hdn Hdn Hdn Hd� - Hdn — G G — — G G — — — G G _ — --G--G--G--G--G--G G — G G — — G — — G — — G — — G — — G G G — _ G —SS — —SS — _ — SD— — — D— — o SD— — _ SD— �SS Sp— — SD— — — SD— — SD— — — SD— — — SD— ASS — S� SS SS —SS — — SS SS —SS — — —SS — - -SS — — —SS W2-6 88 W16-17P 89 — -Ex. ROW— — �'A— — —M_— — �4 — - — _ --M — — — — — — _ — — —M — — —M o 0 0-0-0-0—�`% M— 1N— — M— — � —�\-r — — — — — — — — I — — — — ., ., ., E .ROW c 4 - — — I- - - �'�w �- — 4 0 ok °tY A R M LINE (MITCHELL RD SE) - PLAN VIEW STA:52+55 TO STA: 54+12 �O I I� I I KEYMAP DATE REVISIONS JOB NUMBER DESIGNED BY:K. LANE 2 21 24 NO. DATE aN �Ofj BETHEL AVE, BETHEL RD, 20155 ENTERED BY: K. LANE 2 21 24 ��e�� NTx�� SKILL 1 NGSQkCHARD-wwLINCOLN AVE SE, MITCHELL RD BID CHECKED R.: I. LEE P.E. 2/21/24 SE SHEET PROD. ENGR.: I. LEE P.E. 2 21 24 �o e5sr9av ewe � 75 SroNn�e�' 5016 Lacey Boulevard SE, Lacey, Washington 98503 Platted By. Kazuma Lane on 2/21/24 11:06 AM �l8 aved By DmOF aertens on 2/12/24 12:11 PM (360) 491-3399 Fax (360) 491-3857 SIGNING PLAN gg q:AProject\202C\20166 port orchard Bethel and Iincoln\CAD\SHEETS\20155 PS-SN-08.dwq 2/21/2024 PORT ORCHARD WA SHEETS SIGN SPECIFICATIONS (INSTALLATION) - SHEET 72 SIGN # MUTCD DESCRIPTION EX. LOCATION PROPOSED SIGN SIZE LETTER SIZE SHEETING POST POST SIZE POST REMARKS CODE LOCATION (X & Y) OR CODE TYPE MATERIAL LENGTH 63 R1-2 YIELD SIGN NEW L 106+64.46 24" x 24" STANDARD III OR IV STEEL 2.5" SO 9' 33.07' RT 64 D3-101 LINCOLN AVE SE NEW M 49+63.25 48" (MAX.) STANDARD III OR IV STEEL 2.5" SO 8.5' MOUNT ABOVE SIGN #65 MOD. 32.02' LT x 8' 65 D3-101 MITCHELL RD SE NEW 48"x(MAX.) STANDARD III OR IV 8,5' MOUNT ABOVE SIGN #66 MOD. 66 W14-1A DEAD END W/ ARROW NEW 36" x 9" STANDARD III OR IV 67 W11-2 ADVANCED NEW M 49+52.87 30" x 24" STANDARD III OR IV STEEL 2.5" SO 8.5' MOUNT ABOVE SIGN #68 PEDESTRIAN CROSSING 25.42' LT 68 W16-7PL DIAGONAL DOWNWARD NEW 24" x 12" STANDARD III OR IV ARROW LEFT 69 R1-2 YIELD SIGN NEW M 50+44.62 30.13' RT 24" x 24" STANDARD III OR IV STEEL 2.5" SO 9' 70 R1-2 YIELD SIGN NEW M 49+54.14 29.89' RT 24" x 24" STANDARD III OR IV STEEL 2.5" SO 9' 71 W11-2 ADVANCED NEW M 50+55.18 30" x 24" STANDARD III OR IV STEEL 2.5" SO 8.5' MOUNT ABOVE SIGN #72 PEDESTRIAN CROSSING 27.64' RT 72 W16-7PL DIAGONAL DOWNWARD NEW 24" x 12" STANDARD III OR IV ARROW LEFT 73 D3-101 LINCOLN AVE SE NEW M 50+41.36 48" (MAX.) STANDARD III OR IV STEEL 2.5" SO 8.5' MOUNT ABOVE SIGN #74 MOD. 34.34' RT x 8„ 74 D3-101 MITCHELL RD SE NEW 48 STANDARD III OR IV MOD. x(MAX.) 75 R1-2 YIELD SIGN NEW L 107+57.26, 30.40' LT 24" x 24" STANDARD III OR IV STEEL 2.5" SO 9' 76 W11-2 ADVANCED NEW L 107+61.56, 30" x 24" STANDARD III OR IV STEEL 2.5" SO 11' MOUNT ABOVE SIGN #77 PEDESTRIAN CROSSING 25.32' RT 77 W16-7PL DIAGONAL DOWNWARD NEW 24" x 12" STANDARD III OR IV ARROW LEFT 78 W11-2 ADVANCED NEW L 107+85.55, 30" x 24" STANDARD III OR IV STEEL 2.5" SO 11' MOUNT ABOVE SIGN #77 PEDESTRIAN CROSSING 18.98' LT 79 W16-7PL DIAGONAL DOWNWARD NEW 24" x 12" STANDARD III OR IV ARROW LEFT SIGN SPECIFICATIONS (INSTALLATION) - SHEET 73 80 W2-6 ROUNDABOUT NEW L 108+47.97, 36" x 36" STANDARD III OR IV STEEL 2.5" SO 11' MOUNT ABOVE SIGN #81 AHEAD SYMBOL 19.66' LT 81 W16-17P ROUNDABOUT NEW 24" x 12" STANDARD III OR IV 82 R2_1 25 MPH SPEED NEW L 108+61.60 , 18" x 24" STANDARD III OR IV STEEL 2.5" SO 9' LIMIT 22.68' RT SIGN SPECIFICATIONS (INSTALLATION) - SHEET 74 83 W2-6 ROUNDABOUT NEW M 48+60.04 36" x 36" STANDARD III OR IV STEEL 2.5" SO 11' MOUNT ABOVE SIGN #84 AHEAD SYMBOL 17.33' RT 84 W16-17P ROUNDABOUT NEW 24" x 12" STANDARD III OR IV 85 W2-6 DEAD END NEW M 49+09.85 18.70' LT 36" x 36" STANDARD III OR IV STEEL 2.5" SO 11' SIGN SPECIFICATIONS (INSTALLATION) - SHEET 75 86 W11-2 ADVANCED NEW M 50+73.22 30" x 24" STANDARD III OR IV STEEL 2.5" SO 11' MOUNT ABOVE SIGN #77 PEDESTRIAN CROSSING 18.46' LT 87 W16-7PL DIAGONAL DOWNWARD NEW 24" x 12" STANDARD III OR IV ARROW LEFT 88 W2-6 ROUNDABOUT NEW M 51+42.28 36" x 36" STANDARD III OR IV STEEL 2.5" SO 11' MOUNT ABOVE SIGN #89 AHEAD SYMBOL 17.29' LT 89 W16-17P ROUNDABOUT NEW 24" x 12" STANDARD III OR IV DATE DESIGNED BY: K. LANE 2 21 2 ENTERED BY: K. LANE 2/21 2 CHECKED BY: I. LEE P.E. 2/21/2 PROJ. ENGR.: I. LEE P.E Plotted By Kazuma Lane on 2/21/24 11:07 AM Saved By: Klane on 2\18\24 11.41 PM g:AProject\2020\20155 port orchard Bethel and Iincoln\CAD\SIILETS\2015. REVISIONS u �ryp, e wnsa'vN UC �SKILLINGS Y- o .rSTts ww NAL, 5016 Lacey Boulevard SE, Lacey, Washington 98503 , /, , (360) 491-3399 Fax (360) 491-3857 ORCHARD PORT ORCHARD BETHEL AVE, BETHEL RD, 20155 LINCOLN AVE SE, MITCHELL RD BID SE SHEET SIGN INSTALLATION o6 8 WA SPECIFICATION SHEETS SIGN SPECIFICATIONS (INSTALLATION) - SHEET 72 53 W2-6P ROUNDABOUT "AHEAD" NEW L 105+95.55, 20.02' RT 36" x 18" STANDARD III OR IV STEEL 2.5" SQ 13' MOUNT ABOVE SIGN #54 54 W2-6 ROUNDABOUT AHEAD SYMBOL NEW 36" x 36" STANDARD III OR IV MOUNT ABOVE SIGN #55 55 W13-1 15 MPH ADVISORY NEW 18" x 18" STANDARD III OR IV 59 W11-2 ADVANCED PEDESTRIAN CROSSING NEW L 106+36.12, 21.64' RT 301. x 24" STANDARD III OR IV STEEL 2.5" SQ 8.5' MOUNT ABOVE SIGN #60 60 W16-7PL DIAGONAL DOWNWARD NEW 24" x 12" STANDARD III OR IV ARROW LEFT 61 W11-2 ADVANCED PEDESTRIAN CROSSING NEW L 106+57.93, 28.64' LT 30" x 24" STANDARD III OR IV STEEL 2.5" SQ 8.5' MOUNT ABOVE SIGN #63 62 W16-7PL DIAGONAL DOWNWARD NEW 24" x 12" STANDARD III OR IV ARROW LEFT SIGN SPECIFICATIONS (EXISTING) - SHEET 72 R-13 R1-1 STOP L 107+32.6 24.9' LT REMOVAL 36" x 36" STANDARD III OR IV WOOD 4" SQ R-14 D3-101 MITCHELL RD SE L 107+47.9 30.8' RT REMOVAL 48" (MAX.) x 8' STANDARD III OR IV WOOD 4" SQ MOUNTED WITH #R-15 R-15 D3-101 LINCOLN AVE SE L 107+47.9 30.8' RT REMOVAL 48" (MAX.) x 8' STANDARD III OR IV WOOD 4" SQ SIGN SPECIFICATIONS (EXISTING) - SHEET 73 R-16 R2-1 25 MPH SPEED LIMIT L 108+10.3 19.9' RT REMOVAL 18" x 24" STANDARD III OR IV WOOD 4" SQ R-17 CUSTOM BUS STOP L 108+26.7 REMOVAL STEEL 17.9' RT P-18 CHRISTIAN LIFE CENTER L 109+00.2 M 47+19.3 21.7' RT 34.0' RT SIGN SPECIFICATIONS (EXISTING) - SHEET 74 P-19 CHRISTIAN LIFE CENTER M 47+19.3 1 M 47+19.3 34.0' RT 34.0' RT DATE DESIGNED BY: K. LANE 2 21 2 ENTERED BY: K. LANE 2/21 2 CHECKED BY: I. LEE P.E. 2/21/2 PROJ. ENGR.: I. LEE P.E Plotted By Kazuma Lane on 2/21/24 11:07 AM Saved By: Klane on 2\18\24 11.41 PM g:AProject\2020\20155 port orchard Bethel and Iincoln\CAD\SIILETS\2015. REVISIONS u �ryp, e wnsa'vN UC �SKILLINGS Y- o .rSTts ww NAL, 5016 Lacey Boulevard SE, Lacey, Washington 98503 , /, , „—,, (360) 491-3399 Fax (360) 491-3857 ORCHARD PORT ORCHARD BETHEL AVE, BETHEL RD, 20155 LINCOLN AVE SE, MITCHELL RD BID SE SHEET SIGN INSTALLATION of WA SPECIFICATION 89 SHEETS \ * o O o ° STEEL/ZINC 3/8" DRIVE PIN RIVETS o o TELSPAR TRAFFIC SIGN PERFORATED 2"X2" NOMINAL POST, 14 GAUGE o o o 3 HOLE o (1) X8" GALV ANGLE BOLT OVERLAP o IN (2) ADJACENT HOLES o GROUND SURFACE l III_���I IIIo o o 7 GAUGE SOLID i STEEL ANCHOR 36" 3 a CONCRETE TO BOTTOM OF ANCHOR a . 4 a . NOTE: 12" Y I INSTALL A NYLON WASHER WHEN SIGN FACE HAS TYPE III, IV, OR IX SHEETING i EBt. 1a90 STREET SIGNS DRAWN BV IDS � � DATE 2I21I2019 0�CHARD STREET SIGN POST DETAIL SCALE NTS � DRAWING NUMBER 500 DATE I REVISIONS K. LANE Plotted By.Kamma Lane on 2/21/24 11:07 AM Saved By Dmaertens on 2/12/24 12:11 PM :\Project\2020\20155 port orchard bethel and SVV 1 • • 6-Inch Blade (Private Road) Iq1 A I 1 l I • ' D 6-Inch Blade A Divislul 1 8-Inch Blade L 'll SE Lund Ave DJ Overhead Blade �O EBt.1890 STREET SIGN DETAIL DMWNBY aB GatE vumty ORCHARD PAGE 1OF2 cuE 0 •= DRAWING NUMBER VA Pst : rSKI LLINOS �099 9 W ISTER9' l¢F' )NALS 5016 Lacey Boulevard SE, Lacey, Washington 98503 2/21/2024 (3"'"I- — `axto-1 91-3857 d a) a N N CD a m as m m m m m 03 U U U C > (o a do Do rI o A VARIES VARIES VARIES VARIES VARIES 48" MAX. 48" MAX. 48" MAX. B 6" 6" 8" 12" 18" C 4" 4" 6" 8" 12" D 3" 3" 4.5" 6" 9" E3" 3" 3" 6" 9" F 2.25" 2.25" 3" 4" 6.75" G2" 2" 2" 3" 5" NOTES: 1. SIGN SHALL BE SUBMITTED AND APPROVED BY PUBLIC WORKS DIRECTOR OR DESIGNEE PRIOR TO FABRICATION. 2. SIGN SHALL BE MADE FROM 0.125' ALUMINUM AND HAVE AVERY OR 3M HIP (TYPE III/IV) SHEETING. 3. SIGNS SHALL HAVE STANDARD RADIUS CORNERS WITH NO HOLES. 4. SIGNS SHALL BE GREEN BACKGROUND WITH WHITE LETTERS FOR CITY OWNED STREETS. 5. SIGNS SHALL BE BROWN BACKGROUND WITH WHITE LETTERS AND MARKED "PVT" FOR PRIVATE STREETS. 6. SIGNS SHALL NOT HAVE A BORDER UNLESS THEY ARE AN OVERHEAD MOUNTED SIGN. 7. SIGNS SHALL BE DOUBLE SIDED. 8. LETTERING SHALL BE HIGHWAY SERIES C GOTHIC. 9. OVERHEAD MOUNTED SIGNS SHALL HAVE A 1-INCH WHITE BORDER WITH 2" MAX. SPACING TO TEXT FROM BORDER. 10. STREET NAMES SHALL HAVE AN UPPER CASE FIRST LETTER FOLLOWED BY LOWER CASE LETTERS. /'�O Eat. 1890 STREET SIGN DETAIL IDRAWN BY I IDI S (p_ �J DATE 1/30/2019 ORCHARD PAGE 2 OF 2 SCALE NTS DRAWING NUMBER 501B 0 CHARD PORT ORCHARD BETHEL AVE, BETHEL RD, 20155 LINCOLN AVE SE, MITCHELL RD BID SE SHEET 78 SIGNING DETAILS OF WA SHEETS w 17 MIN. SHOULDER 6' ! i SIGN MIN. EDGE OF TRAVELED WAY V i (7 MIN) 1 i i SLOPE BREAK ' SIGN INSTALLATION o 0 IN FILL SECTION z w w m W MN.i SIGN EDGE OF TRAVELED V WAY (7' MIN.) T FIC BARRIER SIGN INSTALLATION BEHIND TRAFFIC BARRIER W I 2 SIGN MIN. I EDGE OF j TRAVELED V WAY (7' MIN.) i CURB SIGN INSTALLATION IN CURB SECTION W w 1 NOTES 12' MIN. 12' MIN. 1. Refer to the Sign Specification Sheet of the SHOULDER 6' j SIGN SHOULDER 6' i SIG Contract for the 'V and 'W distances. MIN. MIN. 2. The minimum vertical distance from the bottom of the sign to the ground shall not be less than 7' (ft) for signs located within the Design Clear Zone. EDGE OF T EDGE OF TRAVELED TRAVELED WAY V WAY (7' MIN.) 7' MIN.) ! FILL SLOPES ! ! STEEPER ! 6H:1V SLOPE THAN 6H : 1 V OR FLATTER SLOPE BREAK SL BREAK SIGN INSTALLATION MULTIPLE SIGN POST INSTALLA N ON STEEP FILL SLOPES IN FILL SECTION W W i 12' MIN. M OR SIGN / 12' MIN. SHOULDER 8' MIN. SHOULDER 6' PRIMARY MIN. SIGN O" MIN. 3" MAX. 0" MIN. 3" MAX. EDGE OF EDGE OF TRAVELED WAY SECONDARY SIGN TRAVELED WAY V T Q' MIN.) (5' MIN.) HINGE OR NOTCH POINT V (5' MIN.) ! SUPPLEMENTAL PLAQUE i KEY NOTE OPE BREAK 1O 3' (FT) MIN. FROM ANY POINT ALONG BOTTOM SLOPE BREAK �. EDGE OF SIGN PANEL TO THE GROUND SIGN WITH SUPPLEMENTAL GUIDE OR DIRECTIONAL SIGN WITH PLAQUE INSTALLATION SECONDARY SIGN INSTALLATION ON IN FILL SECTION EXPRESSWAYS AND FREEWAYS WASg7 01 �yy P.re W W - zM w� DD w 12' MIN. ! 12' MIN. O ,f 36103� O �� "6' 4' 4' OI STB SHOULDER SIGN SHOULDER SIGN �lyG� ONAL MIN. MIN. DITC DITCH Aug 20, 2021 ! GROUND MOUNTED EDGE OF TRAVELED Tli EDGE OF TRAVELED SIGN PLACEMENT WAY WAY T MIN 3' MIN. V ' MIN.) T MIN. (TM STANDARD PLAN G-20.10-03 i 1 SHEET 1 OF 1 SHEET j \ APPROVED FOR PUBLICATION SLOP REAK /. SLOP EAK B KSLOPE — Aug 20, 2021 KSLOPE STATE DESIGN ENGINEER SIGN INSTALLATION MULTIPLE SIGN POST INSTALLAT Washington State Department ofTonspo Transportation IN DITCH SECTION IN DITCH SECTION -„ NOTE: STANDARD PLAN PROVIDED FOR REFERENCE ONLY DATE I REVISIONS JOB NUMBER DESIGNED BY: K. LANE 2 21 24 NO. DATE aN sAq �Ofj BETHEL AVE, BETHEL RD, 20155 ENTERED BY: K. LANE 2 21 24 ��e�� ~Tx�� r SKI L L 1 NGS 'mow/ LINCOLN AVE SE, MITCHELL RD BID CHECKED BY: I. LEE P.E. 2/21/24 ORCHARD SHEET PROD. ENGR.: I. LEE P.E. Plotted By. Kazuma Lane on 2/21 /24 11:07 AM 79 PO ectsr¢ EGl¢F� OF S'IONAL EIl 5016 Lacey Boulevard SE, Lacey, Washington 98503 Saved By Dmaertene on 2/12/24 12:11 PM (360) 491-3399 Fax (360) 491-3857 SIGNING DETAILS g9 :\Prdect\2020\20155 port orchard bethel and Incoln\CAD\SHEETS 20155_DE_07.dw 2/21/2024 PORT ORCHARD WA SHEETS VARIES I ENCODE AVE SE 0 D3-101 WHITE ON GREEN SHEET 72 R-15 VARIES I UTCHELL RD SE m0o- 0 D3-101 WHITE ON GREEN SHEET 72 R-14 DATE REVISIONS }aN� ~�e�• NTx�� �o e5sr9 ° ewe �l8 SroNn�els 2/21/2024 !3 SKILL 1 NGS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 �Ofj �w ORCHARD PORT ORCHARD WA BETHEL AVE, BETHEL RD, LINCOLN AVE SE, MITCHELL RD SE JOB NUMBER 20155 BID DESIGNED BY: K. LANE 2 21 24 NO. DATE ENTERED BY: K. LANE 2 21 24 CHECKED BY: I. LEE P.E. 2/21/24 PROJ. ENGR.: I. LEE P.E. 2 21 24 SHEET 80 °9 SHEETS Platted By. Kazuma Lane on 2/21 /24 11:07 AM SIGNING DETAILS Saved By Dmaertens on 2/12/24 12:11 PM g:AProject\2020\20155 port orchard 6ethel and lincoln CAD\SHEETS\20155_DE_07.dw ROADWAY LUMINAIRE SCHEDULE POLE NO. STATION OFFSET P.O.A. CIRCUIT FIXTURE WATTTS MOUNTING HEIGHT ARM LENGTH LUMINAIRE BASE FOUNDATION ELEV. L14 106+66.81 33.88' RT 23° C LED COBRA HEAD T3 3K 71 W 25' 8' FIXED 254.24 L15 51+00.00 19.09' LT 00 B LED COBRA HEAD T2 3K 31 W 25' 8' SLIP Lib 48+95.75 21.50' RT 0° C LED COBRA HEAD T3 3K 39W 25' 8' SLIP L17 50+36.02 36.00' RT 327' B LED COBRA HEAD T3 3K 98W 25' 8' FIXED STREET LIGHT TABLE - NEW LUMINAIRE POLE LUMINAIRE SITE GRID # INTOLIGHT TYPE MTG HT. ARM WATTS STYLE # TAG # SL1 619624 EXISTING WOOD 25' 8. 39W LED COBRA HEAD T3 155645 3K PEDESTRIAN LUMINAIRE SCHEDULE SOLE MOUNTING ARM LUMINAIRE FOUNDATION NO. STATION OFFSET P.O.A. CIRCUIT FIXTURE WATTTS HEIGHT LENGTH BASE ELEV. P3 106+74.25 34.55'LT 329.5° B KING -K601D-P-P4AC-II-40(SSL}7030-3K 41W 18, 2' FIXED 253.92 P4 49+61.07 36.39'RT 1 56.5° C KING -K601D-P-P4AC-II-40(SSL)-7030-3K 41W 18, 2' SLIP ROADWAY LIGHT LEVEL ANALYSIS LOCATION ROAD CLASSIFICATION * TARGET VALUES CALCULATED VALUES AVG. MAINTAINED ILLUMINANCE UNIFORMITY AVG. MAINTAINED ILLUMINANCE UNIFORMITY BETHEL RD BE - NORTH ARTERIAL - INDUSTRIAUCOMMERCIAL 1.2 3:1 1.2 2.3:1 BETHEL RD BE • SOUTH ARTERIAL - INDUSTRIAUCOMMERCIAL 1.2 3:1 1.3 2.6:1 BETHEL RD BE - ROUNDABOUT ROUNDABOUT 1.8 3:1 1.8 1.9:1 BE LUNDBERG RD LOCAL - INDUSTRIAUCOMMERCIAL 0.8 6:1 0.9 4.3:1 LINCOLN AVE BE LOCAL - INDUSTRIAUCOMMERCIAL 0.8 6:1 0.8 2.6:1 LINCOLN AVE BE - EAST COLLECTOR - INDUSTRIAUCOMMERCIAL 0.8 4:1 0.8 2.7:1 LINCOLN AVE BE - ROUNDABOUT ROUNDABOUT 1.8 3:1 1.8 2.6:1 MITCHELL RD BE - NORTH COLLECTOR - INDUSTRIAUCOMMERCIAL 0.8 4:1 0.9 2.3:1 MITCHELL RD BE - SOUTH COLLECTOR - INDUSTRIAUCOMMERCIAL 0.8 4:1 0.8 2.0:1 * CITY OF PORT ORCHARD ILLUMINATION STANDARDS AVERAGE SIDEWALK LIGHT LEVEL ANALYSIS LOCATION CALCULATED VALUES AVG. MAINTAINED ILLUMINANCE UNIFORMITY NORTH SIDEWALK 1.7 4.0:1 NORTHEAST SIDEWALK 1.1 2.8:1 SOUTH SIDEWALK 1.6 4.0:1 SOUTHEAST SIDEWALK 1.0 3.4:1 SOUTHWEST SIDEWALK 0.9 3.1:1 WESTSIDEWALK 1.7 2.8:1 Transportation Solutions INNOVATIVE I OAAcTICAL I EQUITABLE 16932 Woodinville -Redmond Road, Suite A206 Woodinville, WA 98072 (425) 8834134 1 www.tsinw.com DATE ENTERED BY: K. LANE CHECKED BY: I. LEE P.E. PROJ. ENGR.: I. LEE P.E. Plotted By Kazuma Lane on 2/21/24 11:07 AM Saved By. Klane on 2/19/24 1:26 PM g:\Project\2020\20155 port orchard bethel and REVISIONS !Ei SKI L L I NOS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360)491-3399 Fax (360) 491-3857 LUMINAIRE NOTES: 1. INSTALL FIXED LUMINAIRE BASE PER WSDOT STD. PLAN J- 28.40. 2. INSTALL SLIP LUMINAIRE BASE PER WSDOT STD. PLAN J-28.42. 3. SET FOUNDATION ELEVATION 2 INCHES BELOW FINISHED GRADE PER PSE INSTALLATION REQUIREMENTS EXCEPT WHERE A SPECIFIC ELEVATION IS PROVIDED FOR POLES LOCATED BEHIND PROPOSED FILL RETAINING WALLS. 0 CHARD PORT ORCHARD JOB NUMBER BETHEL AVE, BETHEL RD, 20155 LINCOLN AVE SE, MITCHELL RD BID SE SHEET 81 ILLUMINATION 89 WA I SHEETS GENERAL NOTES: LEGEND: 1. HANDHOLES AND CONDUIT PLACEMENT SHOWN IS SCHEMATIC. PSE TO LOCATE AS NEEDED. �1 ROADWAY LUMINAIRE ® PEDESTRIAN LUMINAIRE ❑ PSE SUPPLIED HANDHOLE - — CONDUIT Transportation Solutions INNOVATIVE I VRACTICAE I E°aITAB 16932 Woodinville -Redmond Road, Suite A206 Woodinville, WA 98072 (425) 8834134 1 www.tsinw.com DATE ENTERED BY: K. LANE CHECKED BY: I. LEE P.E. PROJ. ENGR.: I. LEE P.E. Plotted By Kamma Lane on 2/21/24 11:08 AM Saved By More on 2/19/24 1:27 PM g:\Project\2020\20155 port orchard bethel and a 0 a 0 a 0 O v 0 �J 0 I 0 0 6 5 (TYP.) — o I LINCOLN AVE SE �— v — — — W— W— _ _ C1 G_ W--- G� W 25 o _ rGkN 6 (TYP-) 5 OW K � 1 I I O I W I � J W I W I i P I o ^ I � I �hJN,JJJ CONSTRUCTION NOTES: OCONSTRUCT FOUNDATION TYPE A PER WSDOT STD. PLAN J-28.30. INSTALL POLE, ARM, AND FIXTURE PER LUMINAIRE SCHEDULE. POLE SHALL BE STRESSCRETE OCTAGONAL CONCRETE. \ / LUMINAIRE ARM SHALL BE MILLERBERND SP3 (PIPE ARM) CARBON STEEL. POLE, ARM, AND FIXTURE SHALL BE PAINTED PSE HUNTER GREEN (RAL 6009). /� O CONSTRUCT FOUNDATION TYPE A PER WSDOT STD. PLAN J-28.30. INSTALL POLE, ARM, AND FIXTURE PER LUMINAIRE SCHEDULE. / POLE SHALL BE HAPCO ROUND STRAIGHT ALUMINUM POLE, LUMINAIRE ARM SHALL BE KING KA55-T-1. POLE, ARM, AND 4 FIXTURE SHALL BE PAINTED PSE HUNTER GREEN (RAL 6009). INSTALL ARM, AND FIXTURE ON EXISTING UTILITY POLE PER c LUMINAIRE SCHEDULE. LUMINAIRE ARM SHALL BE MILLERBERND SP3 (PIPE ARM) CARBON STEEL. ARM, AND FIXTURES SHALL BE o O PAINTED PSE HUNTER GREEN (RAL 6009). INSTALL PSE SUPPLIED HANDHOLE. HANDHOLES LOCATED IN SIDEWALK SHALL HAVE SLIP -RESISTANT COATING. co 2 R O 2" PVC SCHEDULE 40 ELECTRICAL CONDUIT, GRAY. CONDUIT CROSSING DRIVEWAYS AND ROADWAYS SHALL BE SCHEDULE 80. C" }}} g THE MINIMUM WIRE SIZE FOR ANY ILLUMINATION CIRCUIT SHALL / BE #6 ALUMINUM. CAP AND SEAL CONDUIT. l �I F 'o rr - I n �- I I i N►ATCHLINE.ST A 48+7g SEE SH EET IL03 REVISIONS typREtp �0 of W'y� SKI L L 1 NGS ORCHARD 34403 7s gB � 5016 Lacey Boulevard SE, Lacey, Washington 98503 ONAL 2/19/24 (360) 491-3399 Fax (360) 491-3857 PORT ORCHARD WA S L 1 —6a \SO � Sp Sp y1,\ GpH O `90 A �Nj 20' 10' 0 20' 40' SCALE IN FEET JOB NUMBER BETHEL AVE, BETHEL RD, 20155 LINCOLN AVE SE, MITCHELL RD BID SE SHEET 82 ILLUMINATION 89 SHEETS Transportation Solutions INNOVATIVE VYACiICAL EQUITABLE 16932 Woodinville -Redmond Road, Suite A206 Woodinville, WA 98072 (425) 8834134 1 www.tsinw.com DATE ENTERED BY: K. LANE CHECKED BY: I. LEE P.E. PROJ. ENGR.: I. LEE P.E. Plotted By Kazuma Lane on 2/21/24 11:08 AM Saved By. Klane on 2/19/24 1:29 PM g:\Project\2020\20155 port orchard bethel and REVISIONS GENERAL NOTES: CONSTRUCTION NOTES: LEGEND: 1. HANDHOLES AND CONDUIT PLACEMENT SHOWN IS O1 CONSTRUCT FOUNDATION TYPE A PER WSDOT STD. PLAN J-28.30.E ROADWAY LUMINAIRE SCHEMATIC. PSE TO LOCATE AS NEEDED. INSTALL POLE, ARM, AND FIXTURE PER LUMINAIRE SCHEDULE. POLE SHALL BE STRESSCRETE OCTAGONAL CONCRETE. ;. PEDESTRIAN LUMINAIRE LUMINAIRE ARM SHALL BE MILLERBERND SP3 (PIPE ARM) CARBON STEEL. POLE, ARM, AND FIXTURE SHALL BE PAINTED El PSE SUPPLIED HANDHOLE PSE HUNTER GREEN (RAL 6009). OCONSTRUCT FOUNDATION TYPE A PER WSDOT STD. PLAN J-28.30. —'"— CONDUIT INSTALL POLE, ARM, AND FIXTURE PER LUMINAIRE SCHEDULE. POLE SHALL BE HAPCO ROUND STRAIGHT ALUMINUM POLE, LUMINAIRE ARM SHALL BE KING KA55-T-1. POLE, ARM, AND FIXTURE SHALL BE PAINTED PSE HUNTER GREEN (RAL 6009). OINSTALL ARM, AND FIXTURE ON EXISTING UTILITY POLE PER LUMINAIRE SCHEDULE. LUMINAIRE ARM SHALL BE MILLERBERND SP3 (PIPE ARM) CARBON STEEL. ARM, AND FIXTURES SHALL BE PAINTED PSE HUNTER GREEN (RAL 6009). OINSTALL PSE SUPPLIED HANDHOLE. HANDHOLES LOCATED IN SIDEWALK SHALL HAVE SLIP -RESISTANT COATING. MATCH L'No E O 2" PVC SCHEDULE 40 ELECTRICAL CONDUIT, GRAY. CONDUIT , dHSTA 48+75 SEE CROSSING DRIVEWAYS AND ROADWAYS SHALL BE SCHEDULE 80.Ik t SH EET THE MINIMUM WIRE SIZE FOR ANY ILLUMINATION CIRCUIT SHALL 1L02 BE #6 ALUMINUM. �t 'i jk W co I �` LLJ o � co 20' 10' 0 20' 40' SCALE IN FEET I !Ei SKI L L I NOS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360)491-3399 Fax (360) 491-3857 JOB NUMBER 08 BETHEL AVE, BETHEL RD, 20155 ORCHARD LINCOLN AVE SE, MITCHELL RD BID _ SE SHEET 83 ILLUMINATION 89 PORT ORCHARD WA I SHEETS BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 1 60 1 65 70 LENGTH (feet) 155 200 250 305 360 425 495 1 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. I HOST VEHICLE WEIGHT > 22,000 lbs. < 45 MPH 1 45-55 MPH I < 45 MPH I > 55 MPH 1 45-55 MPH > 55 MPH ONE —LANE, NOTES: 1. ALL SIGN,' 2. EXTENDING RECOMMEI 3. NIGHT WO STATIONS. 4. SEE SPEC lomrfff"k III FLAGGING STATION b TEMPORARY SIGN LOCATION ® CHANNELIZING DEVICES I= PROTECTIVE VEHICLE *411"" 48..48•.48..NE LANROADROADWORKAHEAD HEAD 48 48 48" 50' TO 100' 50' TO 100' W20-7A W20-7B W20-4 W20-1 =T) NT DATE REVISIONS JOB NUMBER DESIGNED BY:K. LANE 2 z1 24 NO. DATE aN �� BETHEL AVE, BETHEL RD, 20155 ENTERED BY: K. LANE 2/21/24 e�� NTx�e� SKILL 1 NOS LINCOLN AVE SE, MITCHELL RD BID CHECKED R.: I. LEE P.E. 2/21/24 ORCHARD SHEET PROJ. ENGR.: I. LEE P.E. 2/21/24 Plotted By Kazuma Lane on 2/21 /24 11:08 AM 84 PO ectsre E9tip4' OF Y / / S'IONALEIl (360 Lacey Boulevard SE, Lacey, Washington 98503 TRAFFIC CONTROL PLANS Saved B . Dmaertens on 2 19 24 11:10 AM (360) 491-3399 Fax (360) 491-3857 89 Prdect 2'M 2MM port orchard bethel and lincoln CAD SHEETS 20155—TR—CT_01.dw 2/21/2024 PORT ORCHARD WA SHEETS A 48" ROAD WORK HEAD 48" W20-1 SHOULDER CLOSURE— SLOW SPEED (40MPH OR LESS) NOTES: 1. DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE 20' 2. ALL SIGNS ARE BLACK ON ORANGE LEGEND: FLAGGING STATION b TEMPORARY SIGN LOCATION ® CHANNELIZING DEVICES PROTECTIVE VEHICLE X X 48" HOULDE WORK 48" W21-5 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) §r7 30 1 35 1 40 1 45 1 50 55 1 60 1 65 1 70 LENGTH (feet) IF55 1 200 1 250 1 305 1 360 1 425 1 495 1 570 1 645 1 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. < 45 MPH 45-55 MPH < 45 MPH > 55 MPH 45-55 MPH > 55 MPH 100' 123' 172' 74' 100' 150' PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED WORK AREA B SIGN SPACING = X (1) RURAL HIGHWAYS 60 / 65 MPH 800, ❑ RURAL ROADS 45 / 55 MPH 500, ❑ RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' ❑ RURAL ROADS, URBAN ARTERIALS, 25 / 30 MPH 200' 0 (2) RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE I TERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50/65 10 TO 20 80 35/45 10 TO 20 60 25/30 10 TO 20 0 0 50' DATE REVISIONS JOB NUMBER DESIGNED BY: K. LANE 2/21/24 NO. DATE aN �� BETHEL AVE, BETHEL RD, 20155 ENTERED BY: K. LANE 2/21/24 ��e�� ~Tx�� !Ei SKI L L 1 NOS LINCOLN AVE SE, MITCHELL RD BID CHECKED BY: I. LEE P.E. 2/21/24 ORCHARD SHEET PROD. ENGR.: I. LEE P.E. 2/21/24 85 Plotted By Kazuma Lane on 2/21/24 11:08 AM PO ectsr¢ EGt¢F' OF y / / ONALE (360 Lacey Boulevard SE, Lacey, Washington 98503 TRAFFIC CONTROL PLANS Saved B . Dmaertens on 2 19 24 11:10 AM (360) 491-3399 Fax (360) 491-3857 89 Pr.Tct 2'M 20155 port orchard bethel and lincoln CAD SHEETS 20155—TR—CT_01.dw 2/21/2024 PORT ORCHARD WA SHEETS X X X X L/2 48" 48D■8" <g1>1" 4848" 4& 4g^ W20-1 W20-4 W20-78 W20-7A INTERSECTION LANE CLOSURE— TWO LANE ROADWAY NOTES: 1. RECOMMEND EXTENDING DEVICE TAPER (L/3) ACROSS SHOULDER. 2. FOR SPEED LIMIT OF 30MPH OR LESS USE SIGN W1-3 IN LIEU OF SIGN W1-4. 3. MAINTAIN A MINIMUM OF ONE ACCESS POINT FOR EACH BUSINESS WITHIN WORK AREA LIMITS. 4. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. LEGEND: FLAGGING STATION b TEMPORARY SIGN LOCATION ® CHANNELIZING DEVICES PROTECTIVE VEHICLE B R 1 BUFFER DATA X 48" LONGITUDINAL BUFFER SPACE = B ■ SPEED (MPH) 25 30 35 40 4550 55 60 65 70 48" X LENGTH (feet) 155 200 250 305 360 425 495 1 570 645 730 W20-7A TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R 48 eE PREPARED HOST VEHICLE WEIGHT HOST VEHICLE WEIGHT To sroP as 9,900 TO 22,000 lbs. > 22,000 lbs. < 45 MPH 45-55 MPH < 45 MPH > 55 MPH 45-55 MPH > 55 MPH X W20-78 48" 100' 123' 172' 74' 100' 150' HE LAN ROAD PROTECTIVE VEHICLE (WORK VEHICLE) = R AHEAD ae X as" 11-4 NO SPECIFIED DISTANCE REQUIRED ROAD WORK HEA 48" W20-1 SIGN SPACING = X (1) RURAL HIGHWAYS 60 / 65 MPH 800' ❑ RURAL ROADS 45 / 55 MPH 500, ❑ RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' ❑ RURAL ROADS, URBAN ARTERIALS, 25 / 30 MPH 200' ❑ (2) RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS jb 25 MPH OR LESS (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE Ih1TERSECTDNS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. CHANNELIZATION DEVICE SPACING (FEET) MPH 50/65 TAPER 10 TO 20 TANGENT 80 35/45 10 TO 20 60 25/30 10 TO 20 DATE REVISIONS JOB NUMBER DESIGNED BY: K. LANE 1 2/21/24 NO. DATE aN BETHEL AVE, BETHEL RD, 20155 ENTERED BY: K. LANE 1 2/21/24 ��e�� ~Tx�� SKILL 1 NOS LINCOLN AVE SE, MITCHELL RD BID CHECKED BY: I. LEE P.E. 2/21/24 ORCHARD SHEET PROJ. ENGR.: I. LEE P.E. 2/21/24 Plotted By Kazuma Lane on 2/21/24 11:08 AM 86 PO ectsre E9tip4' OF Y / / S'IONALEIl (360 Lacey Boulevard SE, Lacey, Washington 98503 TRAFFIC CONTROL PLANS Saved B . Dmaertens on 2 19 24 11:10 AM (360) 491-3399 Fax (360) 491-3857 89 Pr.Tct 2'M 20155 port orchard bethel and lincoln CAD SHEETS 20155—TR—CT-01.dw 2/21/2024 PORT ORCHARD WA SHEETS BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 1 60 1 65 70 LENGTH (feet) 155 200 250 305 360 425 495 1 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. < 45 MPH 45-55 MPH < 45 MPH > 55 MPH 45-55 MPH > 55 MPH 100' 123' 172' 74' 100' 150' PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED SIDEWALK DIVERSION AND SIDEWALK DETOUR NOTES: 1. CONTROL SHOWN ARE FOR PEDESTRIAN TRAFFIC ONLY 2. A 60" PATH WIDTH SHOULD BE MAINTAINED (48" IS MINIMUM) 3. CONTACT AND COORDINATE IMPACTED TRANSIT AGENCIES PRIOR TO IMPLEMENTING ANY CLOSURES 4. ADA PEDESTRIAN FACILITIES MUST BE MAINTAINED. SEE STANDARDS SPECIFICATIONS 1-10.2(1)B. DATE ENTERED BY: K. LANE CHECKED BY: I. LEE P.E. PROJ. ENGR.: I. LEE P.E. Plotted By Kazuma Lane on 2/21/24 11:08 AM Saved By. Dmaertens on 2/19/24 11:10 AM g:\Project\2020\20155 port orchard bethel and REVISIONS P:04TrSKI LLINOS �OB9 9 W .rsr¢nw l�4' )NAL F, 5016 Lacey Boulevard SE, Lacey, Washington 98503 2/21/2024 (360)491-3399 Fax (360) 491-3857 0 CHARD PORT ORCHARD WA SIGN SPACING = X (1) RURAL HIGHWAYS 60 / 65 MPH 800' ❑ RURAL ROADS 45 / 55 MPH 500, ❑ RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' ❑ RURAL ROADS, URBAN ARTERIALS, 25 / 30 MPH RESIDENTIAL & BUSINESS DISTRICTS 200' F (2) URBAN STREETS m 25 MPH OR LESS 100' rl (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTONS AND DRIVEWAYS. (2 THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT OADWAY CONDITIONS. CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50/65 10 TO 20 80 35/45 10 TO 20 60 25130 10 TO 20 LEGEND: FLAGGING STATION p TEMPORARY SIGN LOCATION ® CHANNELIZING DEVICES PROTECTIVE VEHICLE BETHEL AVE, BETHEL RD, LINCOLN AVE SE, MITCHELL RD SE TRAFFIC CONTROL PLANS JOB NUMBER 2I o15s BID 87 OF 89 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 1 60 1 65 70 LENGTH (feet) 155 200 250 305 360 425 495 1 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. HOST VEHICLE WEIGHT > 22,000 lbs. < 45 MPH 45-55 MPH < 45 MPH > 55 MPH 45-1-5 MPH > 55 MPH 100' 123' 172' 74' 100' 150' PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED SIGN SPACING = X (1) RURAL HIGHWAYS 60 / 65 MPH 800' ❑ RURAL ROADS 45 / 55 MPH 500' ❑ RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' ❑ RURAL ROADS, URBAN ARTERIALS, 25 / 30 MPH 200' ❑ (2) RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS (1) I ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE I TERSECTONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50/65 10 TO 20 80 35/45 10 TO 20 60 10 TO 20 40 TYPICAL ROUNDABOUT FLAGGING OPERATIONS NOTES: 1. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING STATIONS, SEE STANDARD SPECIFICATIONS FOR ADDITIONAL DETAILS. 2. PROTECTION VEHICLES RECOMMENDED— MAY BE A WORK VEHICLE. 3. TYPICAL APPLICATION SHOWN, ADJUST FOR SITE CONDITIONS. LEGEND: FLAGGING STATION b TEMPORARY SIGN LOCATION ® CHANNELIZING DEVICES I= PROTECTIVE VEHICLE DATE ENTERED BY: K. LANE CHECKED BY: I. LEE P.E. PROJ. ENGR.: I. LEE P.E. Plotted By Kazuma Lane on 2/21/24 11:08 AM Saved By. 0maertens on 2/19/24 11:10 AM g:\Project\2020\20155 port orchard bethel and REVISIONS P:04TrSKI LLINOS of �OB9 9 W .rsr¢RE 1pF' )NAL F, 5016 Lacey Boulevard SE, Lacey, Washington 98503 2/21/2024 (360)491-3399 Fax (360) 491-3857 0 CHARD PORT ORCHARD WA BETHEL AVE, BETHEL RD, LINCOLN AVE SE, MITCHELL RD SE TRAFFIC CONTROL PLANS JOB NUMBER 2I o15s BID 88 OF 89 Y W Fidelity National el -6 Title of Washington m Inner Wisdom Acupuncture and St. Vincent de Paul Society co 19 a CD CD X a r„ rg Rd 9 3 SD fodil Stnrage a 10 9 20/20 EyeCare Center r Wash Centef r� 'roperty mt Inc... a m 7ary mal El Ell Am SE no Bean CK ST Noah'S Ark Daycare �,�#` It ¢tee i f` I The Church of Jesus Christ of Latter... C East Part orchard o° r Elementary Fix Auto (Port Or4ard South Kitsap School District °o G� 9 G� 'Christian Life Center ID SeifordAve SE o j rn m �W rn 1w m SE Diarnond ty. Q '°o = ID 0 (A 1 Next Level Yearns rr Chandra Quimby, Mary Kay Independent... ' teen Dale Dr SE 6 Little Tree MCKinley Pi 5E SCALE IN FEET 0 10 20 LEGEND: - PROJECT AREA Gay DETOUR PATH Walgreens Pharmacy 0LU 0 V WalgiorE Staples a estaurant Drug store Qifice supply store W :hard, WA o ,4e): ica n - SS � �I o Cosmos Ristorante G� & Delicatessen O'Reilly Auto Parts halian - ,$ SE Lund Ave AE Lund Ave Auto parts store Starbucks done Auto Parts Lund Pointe ans store DATE REVISIONS JOB NUMBER DESIGNED BY:K. LANE 2/21/24 NO. DATE aNc �� BETHEL AVE, BETHEL RD, 20155 ENTERED BY: K. LANE 2/21/24 e�� NTx�e� SKILL 1 NGSORCHARD LINCOLN AVE SE, MITCHELL RD BID CHECKED :I. LEE P.E. 2/21/24 PROJ. ENGR.R.: I. LEE P.E. 2/21/24 15 SHEET 89 S'IONAL ETl 5016 Lacey Boulevard SE, Lacey, Washington 98503 or SE Plotted By Kazuma Lane on 2/21 /24 11:08 AM ° e * wGl�� r�- Saved By. Dmaertens on 2/19/24 11:10 AM (360) 491-3399 Fax (360) 491-3857 DETOUR PLAN 89 Project 2020 20155 port orchard bethel and lincoln CAD SHEETS 20155_TR_CT_01.dw 2/21/2024 PORT ORCHARD WA I SHEETS