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CivilPlans_Revised_PW23-039_PW23-04061 REVISED AN 24 2024 PORT U111UCHAXI) BETHEL & LIN U ULN RUUNDABOUT ENGINEER SKILLINGS, INC. 5016 LACEY BLVD. SE LACEY, WA 98503 (360) 491-3399 IAN Y. LEE, P.E. PROJECT MANAGER MICHAEL W. HORTON, P.E. PORT ORCHARD, WASHINGTON SEC. 35 & 36, T.24N., RJE., W.M., KITSAP COUNTY, WA JULY 2023 CITY OF PORT ORCHARD MAYOR ROB PUTAANSUU CITY OF PORT ORCHARD COUNCIL MEMBERS SHAWN CUCCIARDI BEK ASHBY SCOTT DIENER JOHN CLAUSON CINDY LUCARELLI FRED CHANG JAY ROSAPEPE PUBLIC WORKS DIRECTOR MARK DORSEY SHEET# TITLE 01 COVER SHEET 02 LEGEND & GENERAL NOTES 03 HORIZONTAL CONTROL PLAN 04- ## DEMOLITION PLAN 11 - 21 TEMPORARY EROSION CONTROL PLAN 22 - 26 XIa��(PAAW&)PRB(E'MNS 28 - 40 ROADWAY PLAN & PROFILE 41 - 44 BETHEL RD SE - ROUNDABOUT LAYOUT & PROFILES 45 - 47 MITCHELL RD SE - ROUNDABOUT LAYOUT & PROFILES 48 - 50 ROADWAY DETAILS 51 - 56 BETHEL PAVING PLAN 57 - 61 MITCHELL GRADING PLAN 62 - 64 MEDIAN GEOMETRY 65 - ## SIDEWALK PLANS 70 - 73 ADA RAMPS 75 DRIVEWAY GRADING 76 - 91 STORM WATER PLAN & PROFILE & PROFILES 77 - ## STORM WATER PLAN & PROFILES 92-## I 103 106 MODULAR BLOCK WALL PLAN & PROFILE 109 - ### PAVEMENT MARKING PLAN 119 - 121 PAVEMENT MARKING DETAIL 122 - 132 SIGNING PLAN 133 - 136 SIGN INSTALLATION SPECIFICATION 137 - 139 SIGNING DETAILS P ET SILVER ALE - OUND BAINBR E �� ISLAND OON PROJECT OR ARD U SITE W V) GORST W Q J W x W - m W TREMONT ST. W o 0 0 s a_ SE LUNDB G CON VE. SE RD S KITSAP BLVD w 'a SE LUND AVE. LU 0 S R-16 a VICINITY MAP NOT TO SCALE � I J rSKI LLINGS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360)491-3399 Fax (360) 491-3857 100% DESIGN PW23-039 / PW23-040 J 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 TYR.......... 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 VAR.......... 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 RED........... 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 J. HENRY Plotted By Kazuma Lane on 9/13/23 11:16 AM Saved By JHenry on 6/28/23 4:09 PM G: Project 2020 20155 Port Orchard Bethel and Lincoln & 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 -� IVi LARGE SIGN T SIGN p MAIL BOX �—� STREET LIGHT GUY ANCHOR 0-411) POLE/LUMINARY -o- POLE LINE TYPES EXISTING PROPOSED 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 LICE UNDERGROUND ELECTRIC -w- - -w- -- WATER RECLAIMED WATER C CUT F FILL 9SKILLINGS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (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 of JUNCTION BOX M WATER PUMP ❑w WATER METER °w° WATER VALVE FIRE HYDRANT IRRIGATION VALVE • CEDAR TREE O ALDER TREE ® BOLLARD _%p GUY POLE UTILITY POLE PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT LEGEND & GENERAL NOTES 20155 100% 02 OF 139 LINE TABLE: ALIGNMENTS LINE # LENGTH DIRECTION START POINT END POINT ALIGNMENT NAME L13 13.84 NO' 48' 31.48"E (1196248.76,195871.66) (1196248.96,195885.50) B LINE L14 61.87 1 09' 42.39"W (1196202.02,196214.78) (1196200.76,196276.64) B LINE L15 52.09 N26' 46' 11.83"E (1196200.76,196276.64) (1196224.22,196323.15) B LINE L16 167.59 N1' 40' 08.50"E (1196259.88,196463.86) (1196264.76,196631.38) B LINE L6 37.33 S52' 26' 23.67"E (1196652.78,196157.17) (1196682.38,196134.41) L LINE L7 35.46 S66' 20' 08.36"E (1196448.49,196244.89) (1196480.96,196230.65) L LINE L9 185.78 S85' 04' 32.62"E (1196200.76,196276.64) (1196385.85,196260.69) L LINE L10 70.84 N73' 25' 15.35"E (1196132.87,196256.43) (1196200.76,196276.64) L LINE L12 87.21 S87' 48' 02.91"E (1195834.87,196069.85) (1195922.01,196066.50) L LINE L1 126.75 N17' 54' 40.83"E (1196476.38,196343.16) (1196515.36,196463.77) M LINE ZAPATKA FELECIA M TPN 4625-000-003-0004 W1 /4 COR. SEC. 36 35Y HELD FND CASED MONUMENT W/3" 36 BRASS DISC. L16 SAINT VINCENT DE PAUL ST/ GABRIEL CONFERENCE TPN 362401-3-062-2004 KVINSLAND STENER AND MARGARET / TPN 4625-000-003-0509 i CITY OF PORT ORCHARD ATTN I / / ROBERT PUTAANSUU C10 TPN 4625-000-003-0103 C2 � FIRST LUTHERAN CHURCH TPN 4526-000-011-1309 -- C3 / / L15 L8 L7 DENNY MARK & PATRICIA PURCELL CITY OF PORT ORCHARD ATTN L10 L9 Cg C7 TPN 4526-000-011-1101 ROBERT PUTAANSUU - TPN 4625-000-004-0003 I y: ciryCO�ry\ I SNOOK TARA K AND KENNETH L 4 C4 TPN 4625-000-004-0102 C MISHKO C C14 PROPERTIRS I \ ` 1 L12 LLC TPN \ \ 362401-3- ` LUNDBERG RD 1 076-2008 CHRISTIAN LIFE CENTER \ /TPN 362401-3-015-2002 (CLEARLY +- - - - - - - - INVISION LLC( C NSTRUCTION ALIGNMENT I TPIN -3-1 I LINE) C13 I041-2000 I CHRISTIAN LIFE CENTER PORT ORCHARD STORAGE LLC I TPN 362401-3-042-2009 TPN 4625-000-005-0507 CURVE TABLE: ALIGNMENTS L13 CHRISTIAN LIFE CENTER CURVE # RADIUS LENGTH CHORD DIRECTION START POINT END POINT ALINGMENT NAME 1TPN 4526-000-012-0102 Q a C12 252.86 65.91 37' CONSTRUCTION ALGNMENT 45.02"W (1196211.88,196149.80) (1196202.02,196214.78) B LINE LINE Iw Q: CHRISTIAN LIFE CENTER _j TPN 362401-3-043-2008 C13 872.77 267.94 N7' 59' 10.36"W (1196248.96,195885.50) (1196211.88,196149.80) B LINE w w PORT ORCHARD STORAGE LLC d C10 334.02 146.33 N14' 13' 10.16"E (1196224.22,196323.15) (1196259.88,196463.86) B LINE TPN 4625-000-005-0606CHRm C14 134.50 161.80 N57' 44' 09.03"E (1195922.01,196066.50) (1196050.73,196147.76) L LINE C)�1ITPIN 3624 LIFE CENTER /TPN 62401-3-044-2007 C9 150.05 33.02 S78' 55' 47.83"E (1196385.85,196260.69) (1196418.19,196254.37) L LINE (DI C7 100.00 23.05 S72' 56' 21.09"E (1196480.96,196230.65) (1196502.95,196223.91) L LINE N / PORT ORCHARD STORAGE LLC C8 350.00 165.56 S65' 59' 28.75"E (1196502.95,196223.91) (1196652.78,196157.17) L LINE TPN 4625-000-005-0507I CONSTRUCTION ALIGNMENT / (M LINE) C5 1800.00 137.51 129' 25.56"E (1196343.40,195683.68) (1196373.13,195817.90) M LINE MI �/ C4 200.00 22.57 N7' 16' 43.29"E (1196437.49,196178.64) (1196440.35,196201.01) M LINE oil C3 61.03 13.88 134' 45.24"E (1196464.79,196289.26) (1196467.80,196302.78) M LINE 0I CHRISTIAN LIFE CENTER � TPN 362401-3-046-2005 zl / C2 200.00 41.35 N11' 59' 16.77"E (1196467.80,196302.78) (1196476.38,196343.16) M LINE HUFF LESLIE J I TPN 362401-3-045-2006 TPN 4625-000-006-0209 I � I I � MCKIMSON ELINOR CHRISTIAN LIFE CENTER TPN 4625-000-007-0109 / TPN 362401-3-047-2004 I f 36 1 2 HELD FND CASED 35 MONUMENT W/3" BRASS DISC. DATE I ENTERED BY: J. HENRY CHECKED BY: I. LEE P.E PROJ. ENGR.: I LEE P.E. Plotted By Kazuma Lane on 9\13\23 11:16 AM Saved By: REdw ds on 9/13/23 10.10 AM G.AProject\2020\20155 Port Orchard Bethel and Lincoln REVISIONS !3SKI LLINOS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360)491-3399 Fax (360) 491-3857 0 CHARD. PORT ORCHARD I SCALE IN FEET 0 40 80 DATUM NAVD 88 BASIS FOR BEARING WASHINGTON STATE PLANE COORDINATE SYSTEM NAD83 (2011) EPOCH:2010 SOUTH ZONE WSNR WITH GPS RTK TIES TO: WSDOT CONTROL MONUMENTS GLOVER (HORIZONTAL) GREY CHEV (HORIZONTAL) SCHWAB (VERTICAL) BENCHMARK 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 COR 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 BETHEL $ 20155 LINCOLN ROUNDABOUT 100% SHEET 03 HORIZONTAL CONTROL PLAN 139 Wa I SHEETS L 100+61.78, 81' LT. !BEGIN L 100+04.46, 10.60' LT. VV BEGIN 1 g EX_ROW f — — — — —— — — 100+00 EX. ROW L 100+00.00 PROJECT LIMITS SE LUNDBERG RD 15+00 L LINE C L 100+61.76, 10.61' RT.J OBEGIN L 100+71.75, 11.49' RTJ OBEGIN OEND 0 OHP SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA / L 100+71.78, 8.85' LT. / END 7 8 --- — — — —— — ———11------- CHIP CHIP CHIP OHP OHP OHP �OHIP CHIP OHP OHP — L - EX 15+29.30 = /—L 100+84.08 , — _ EX_ ROW OHP OHP zCn .o fX. ROW OHP 6 e 9 o D — — —SD —� 7 L 100+71.77, 17.06' R BEGIN O I o I n n n----- o O- -- O O O O O O- MATCH LINE B 12+15 SEE SHEET 05 1 13 19 B 114-69.70 / / JJ 7 o o g 9 -- -- -- �- EX. ROW -- -- - -- ----EX. ROW CHIP I OHP LLJ ww z LLJ w U) OHP CHIP OHP OHP OHP OHI OHP OHP OHP OHP OHP I w - --w--w--- �-- w--- w--- w--- w--- w--- w--- w- - -w- _G G _ __ _ _ _ _ _ _ /SE LUNDBERG RD/ y / +r+ —*OHIP O }OHP CHIP SD CHIP OHP� OHP 10 OJ N � — SD_ _ _ SD_ _ S P g o .... O �e R DWY-1 201+28.93, 24.87LT. W 7 I so OEND oP R1 p B 11+65.57, 19.02' LT. ? DWY-1 201+27.94, 22.18' RT. ENDO®� _ 5 I + B 11+59.87, 19�LT END �1 5 N / / / / r / / / m / / / / / MATCH LINE B 11+30 SEE SHEET 05 w IX IW I LEGEND: ROADWAY EXCAVATION INCL. HAUL PLANNING BITUMINOUS PAVEMENT -SAW— SAWCUT LINE CONSTRUCTION CENTERLINE ROW LINE DEMOLITION KEYNOTES: Ot SAWCUT LINE 2O PLANING BITUMINOUS PAVEMENT 3O ROADWAY EXCAVATION aO REMOVE CEMENT CONC. CURB O5 REMOVE CEMENT CONC. SIDEWALK. O6 REMOVE EX. DRAINAGE STRUCTURE O7 PROTECT EX. OVERHEAD POWER POLES 8O PROTECT EX. GAS LINE OPROTECT EX. STORM PIPE t0 PROTECT EX. WATERMAIN 11 PROTECT EX. UNDERGROUND UTILITIES. 12 REMOVE EX. SIGN & POST 13 PROTECT EX. DRAINAGE STRUCTURE. 14 PROTECT EX. TELECOMMUNICATIONS SCALE IN FEET 0 20 40 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. DATE REVISIONS SKILL 1 NGS � 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 08/ ORCHARD PORT ORCHARD WA PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT JOB NUMBER 20155 SOOT DESIGNED BY: K. LANE 9/13/23 NO. DATE ENTERED BY: J. HENRY 9 13 23 CHECKED BY: I. LEE P.E. 9/13/23 PROD. ENGR.: I. LEE P.E. 9/13/23 SHEET 04 1OF 39 SHEETS Plotted By. Kazuma Lane on 9/13/23 11:17 AM DEMOLITION PLAN Saved By Dmaertens on s/13/23 s:as AM G: Project 2020 20155 Port Orchard Bethel and Lincoln \CAD\SHEETS\20155_PS_DM_01_REV.dw SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA LEGEND: — _ EX. ROW OEND 10 7 g — —SS — — —SS — — SS — — —SS — —SS — —SS — — —SS — — — S — — —SS — —SS — — SS — — —SS — S8 — — —SS — —ss — — ss — ss — —ss B 9+86.71, 17.81' LT. _M _ _ _M _ \dHO y BEGIN — _ _ _ _M _ — _M — _ _M _ — _M — _ _M _ _ _M _ _ _ _M _ _ _M _ _ _M _ _ _M _ _ _M _ _ M _ _ _M _ _M _ _ _M — _ _M _ — _M — _ _M _ _ _M _ _ _M _ _ _M _ _ _M _ —M _ _ M — — —M B 9+0669 19.42' LT. B 9+96.65, 19.89' LT. END O dHO dHO dHO dHO dHO dH0 dHO dHO dHO dHO E)dHO7 dHO dHO dHO dHO dHO dHO P L_�MHO ——e--o--oo--o--o--oo--e —o— oo--o--o--0-0-0--0--0-0 o--o--o—o—o--o--o—o—o M V A A A V A 9+00 20+00 BETHEL RD SE10+00� vv �v `v �� `v `v �v B LINE i� v `v v vv vv vvv w v v v v v v v v vv v v v vv v vvv v v v v v v v v v — v v 0 OLIMITS PROJECT B 9+ 6.84, 18.48' RT. P ------ ------------------- EX. ROW B 9+06�.32� 20. RT. BEGIN ltlhl ----------- -- 9+86.76, 18 47' RT. BEGIN — ---END —---- B 9+96.84, 20.44' RT. END ----------____ _---_—__—__------ EX. ROW --- 0 v LIM 1 8 EX. ROW / D — —I— — /� dH0 dH0 dHO dHO dHO dHO dHO dHO E otle dHO dHO T dHO dHO O--O--O--O--o-- O —O —O —O — I o--o--o--o--n--r - �\ < / 1 1 I 19 18 dHO dH0 OHP CHIP I ROADWAY EXCAVATION INCL. HAUL PLANNING BITUMINOUS PAVEMENT SAW SAWCUT LINE CONSTRUCTION CENTERLINE ROW LINE DEMOLITION KEYNOTES: Oi SAWCUT LINE o O PLANING BITUMINOUS PAVEMENT r7 ± O3 ROADWAY EXCAVATION �o m w O PROTECT EX. OVERHEAD POWER POLES w w z O PROTECT EX. GAS LINE U w 10 PROTECT EX. WATERMAIN �_ C/� Q 12 REMOVE EX. SIGN & POST 15 PROTECT EX. SANITARY SEWER LINE. PROTECT POWER POLE. REMOVE EX. 16 LUMINAIRE BY OTHERS. RELOCATE EX. OVERHEAD POWER POLE BY 19 OTHERS. OHP m n ` \` \` \ \ \` \` \\ \` \`\ \\ \` \` \` \` \ \ \` \` \\ \` \` \\ \` \`\ \ \` \`\ \` \` \\ \` \` \\ \` \`\ \` \` \` \ \` \`\\ \` \` \ \ \` \`\ \ o\`\ \ \ \\ \ \\ \ \ \` \` \\ \` \`\ \ \` \` \` \` \ \ \` D Frl vv vv vv v v �v vv vv v vv v v v vv v v vv vv v vv v w v w v vv v vv v w v v v v v v v Ivv vv vv vvv w vv vvv vv vv w `v v w v L ,— EXv18+56.91v v `v v v `v v v `v v `v v v Frl v v m m ` ` ` v BETHEL RD E v v` `v v` ` 0 ` v ` ` v ` ` v ` �` ` v v` ` v� ` v v ` v v` ` r —� ` ` ` ` ` ` \ ` ` ` \ ` ` ` \ \ ` ` ` \ ` ` ` `\ ` ` ` ` ` ` ` ` ` ` =z Fq OCID �\ \\ L m fTl \ \ \ \ \ O cn \ \ \ \ \ ` \ \ \ \ \ \ \ \ \ \ \ \ \ ` B 14+80.32, 51.94' RT. + P -- — — — — —— ------------- EX. ROW -------- ------- EX. ROW 0 7 0 v MATCH LINE L 105+55 SEE SHEET 07 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. 7. FOR ITS REMOVAL AND RELOCATION SEE ITS PLANS. 8. ALL ITEMS TO BE PRESERVED AND PROTECTED UNLESS OTHERWISE NOTED ON PLANS SCALE IN FEET 0 20 4'. DATE REVISIONS � SKILL 1 NGS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 08/ ORCHARD PORT ORCHARD Wa PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT JOB NUMBER 20155 SOOT DESIGNED BY: K. LANE 9 13 23 NO. DATE ENTERED BY: J. HENRY 9 13 23 CHECKED BY: I. LEE P.E. 9/13/23 PROD. ENGR.: I. LEE P.E. 9 13 23 SHEET 05 1OF 39 SHEETS Plotted By. Kazuma Lane on 9/13/23 11:17 AM DEMOLITION PLAN Saved By Dmaertens on s/13/23 m:o7 AM G: Project 2020 20155 Port Orchard Bethel and Lincoln \CAD\SHEETS\20155_PS_DM_02_REV2.dw SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA 7 1 9 _—__ EX_ROW __ ______________ ---- EX. ROW IP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP —SS — — —SS — — —ss — —SS - - —ss — \ — —ss — — —ss — — —ss — — —ss — - \ \ \ .\"00 \ \ \ \ \ \ \ \ \ \ \ \ \ \ D \\ \\ `\ \\ \\ `\ `\\ \\ `\ \\ \ `\ \\ `\ `\ \\ `\ \\ \\ `\ \ \\ `\ \\ \\ \ \ `\ \\ \ `\ \ \I \\ \ \\ `\ \ `\ `\ \ UC) Fri = \\ \ \\ \\ \\ \ \\ `\ \\ \\\ \ \\ ` \ \, \\ \\ \\ \\\ \\ \\ \\\ \\ \\ `\\ \\ \\ `\\ \\ \\ `\\ \\ \` `\\ \\ \\ \\ \\ `\ \\ \\ N Frl \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ + LL n r \\ \` \` \ \\ ` \\ \` \ \\ ` \ \` ` \ ` ` ` \` \\ \\ \` \\ \` \` \\ \\ \` \\ \m\\ \\ \\ \\ \ \` \\ \ - w m C/) m m L `v v `v v v ` v v v v v ` v v` v v v 16+00 vBETHEL RD SE` �cc) vv vvvvv vv`vvvvvv`vvv `vvv vvvv`vvvv`v`vvvv`v`v `v`v vvv�`v `v`vvv v�`v v v `� v vv v BLINE. v mS o 41 + \\ \ \ \\ \ \ \\ \ \ \\ \ \ \\ \ \ `\ \ ` \ \ \ \ \ \ \ \ \ = w v V A v v A v v im` v v v� v CJ w OHP OHP OHP OHP OHP OHP OHP C —OHS_ tP—EX. ROW o — — —— ------ EX. ROW -- 1 16 1 7 B 16+26.70, 21.07' LT. rBEGINO I B 16+27.94, 17.81' LT. BEGINO 7 B 16+37.94, 17.82' LT. 15 B 17+53.27, 19.91' LT. END— EX. ROW 1 3 4 EX. ROW --——— — — — — —— B 16+4�.53, 20.41' LT. -------------- OHP B" OHP OHP OHP OHP OHP OHP OHP OHP HP OHP OHP OHP P dX40 —SS — — —SS — —SS — — —SS — — —SS — — —SS — — —SS — —ss — —SS — SS — — —SS — \ `. — �_ss--- 27+00 o ---_B 16+27.23 = B — EX 26+81.09 17+00 allo = OHP — — OHP OHP OHP OHP p p T EX.— �— —--—-- — -- —— O B 16+37,97, 17.70' RT, END 2 B 16+27.97, 17.71' RT. BEGIN O 7 _B 16+27+96, 19.71' RT. BEGIN O 28+00 No' 1 100 ----------- EX. ROW B 17+58.86, 19.65' RT. 1 g 4 END a\o 17+66.00 ROJECT LIMITS LEGEND: ROADWAY EXCAVATION INCL. HAUL PLANNING BITUMINOUS PAVEMENT -SAW— SAWCUT LINE CONSTRUCTION CENTERLINE ROW LINE 91X VNlft901 2a'Hem26-3 O1 SAWCUT LINE O2 PLANING BITUMINOUS PAVEMENT O3 ROADWAY EXCAVATION O REMOVE CEMENT CONC. CURB O5 REMOVE CEMENT CONC. SIDEWALK. O6 REMOVE EX. DRAINAGE STRUCTURE O7 PROTECT EX. OVERHEAD POWER POLES OB PROTECT EX. GAS LINE O PROTECT EX. STORM PIPE 10 PROTECT EX. WATERMAIN 11 PROTECT EX. UNDERGROUND UTILITIES. 1Q REMOVE EX. SIGN & POST 13 PROTECT EX. DRAINAGE STRUCTURE. 14 PROTECT EX. TELECOMMUNICATIONS. 15 PROTECT EX. SANITARY SEWER LINE. 16 PROTECT POWER POLE. REMOVE EX. LUMINAIRE BY OTHERS. 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 20 40 I 1 II II I 1 KEYMAP DATE REVISIONS � SKILL 1 NGS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 08/ ORCHARD PORT ORCHARD Wa PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT JOB NUMBER 20155 SOOT DESIGNED BY: K. LANE 9 13 23 NO. DATE ENTERED BY: J. HENRY 9 13 23 CHECKED BY: I. LEE P.E. 9/13/23 PROD. ENGR.: I. LEE P.E. 9 13 23 SHEET 06 1OF 39 SHEETS Plotted By. Kazuma Lane on 9/13/23 11:17 AM DEMOLITION PLAN Saved By Dmaertens on s/13/23 m:o7 AM G: Project 2020 20155 Port Orchard Bethel and Lincoln \CAD\SHEETS\20155_PS_DM_02_REV2.dw SEC. 35 & 36, T.24N., RAE., W.M., KITSAP COUNTY, WA MATCH LINE M 50+47 SEE SHEET 08 EX. 21 -ROW — — — — — — — — — — — — — — — — — — 18 /W 1 L 105+ 9.70, 11.56' LT. // // // // // // // / / / 0H_ BEGIN / / / •/ / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / �/ // // // // m = / / / / / 106+00 / / / / + m f / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /`p 1 / / / / / / / L LIFE / / / / / / / / // / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / FTI m r / / / / / / / / / / / / .LINCOLN AVE SE / / / i / / / / / / / / / / m = / / / / / / / / / / / / / / / 0 0 0 / / / / / I z + ET1 m o fTl // /� + CJI o — G — — G G — G— — G— — G— — G— — G— — — G G/ /� �/ // // �/ / G— // xxxXxx w---::! -�----w---w-- wow- --w- -w- a --- c _ -- EX. ROW / / �a MATCH LINE M 49+59 SEE SHEET 08 SCALE IN FEET 0 20 4C LEGEND: ROADWAY EXCAVATION INCL. HAUL PLANNING BITUMINOUS PAVEMENT SAW SAWCUT LINE - CONSTRUCTION CENTERLINE ROW LINE DEMOLITION KEYNOTES: 13 PROTECT EX. DRAINAGE STRUCTURE. < SAWCUT LINE 14 PROTECT EX. TELECOMMUNICATIONS. < PLANING BITUMINOUS PAVEMENT 3 O ROADWAY EXCAVATION 15 PROTECT EX. SANITARY SEWER LINE. REMOVE CEMENT CONC. CURB 16 PROTECT POWER POLE. REMOVE EX. O LUMINAIRE BY OTHERS. O5 REMOVE CEMENT CONC. SIDEWALK. Q PROTECT EX. SANITARY SEWER STRUCTURE. O6 REMOVE EX. DRAINAGE STRUCTURE REMOVE EX. TREE. REMOVAL BID ITEM ,8 "CLEARING & GRUBBING". O7 PROTECT EX. OVERHEAD POWER POLES 8 O PROTECT EX. GAS LINE RELOCATE EX. OVERHEAD POWER POLE BY 19 OTHERS. O PROTECT EX. STORM PIPE Q REMOVE EX. CHAIN LINK FENCE. tD PROTECT EX. WATERMAIN PROTECT & PRESERVE EX. TREE. IF TREES OVERHANG CONFLICTS WITH CLEARANCE ON ,1 PROTECT EX. UNDERGROUND UTILITIES. 21 PROPOSED SIDEWALK, TRIMMING MUST BE COMPLETED TO ENSURE SUFFICIENT iQ REMOVE EX. SIGN & POST CLEARANCE. CITY TO ENSURE AND COORDINATE WITH PROPERTY OWNERS. 11 9 7 L 108+60.58, 17.49' LT. OL 108+8 .53, 30.42' LT. BEGIN 108+70.24, 13.87' END END EX. ROW __1 3 GENERAL NOTES: ---------- ---- -- �D _o —0—� _ 1. THE CONTRACTOR SHALL NOTIFY EACH PROPERTY OWNER PRIOR TO THE "� ='e'—o 13 P —9D pHp —�n —8H L 108+60,67, 12.67' LT. - _ START OF CONSTRUCTION, AND AGAIN AT A MINIMUM OF THREE DAYS Up _ PRIOR TO ANY CONSTRUCTION ADJACENT TO EACH PROPERTY. NAMES SD— — PSDDHp O2 BEGIN EX ROW I� AND ADDRESSES WILL BE FURNISHED BY THE OWNER. 1 UPH UPH UPH UPH — uP�— SD — — u ��PH SD— — —SD — — / — - - 2. FOR SIGN REMOVAL, SEE SIGNING PLANS. uHp U q — —SD -c — SD— UpH // / sD� 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. D /�s/ �/ // /// // // /// /// // // // // /// /// /✓DHp\ H\� \ \ �� 4. FOR SILT FENCE LOCATIONS AND HIGH VISIBILITY CONSTRUCTION FENCING. a UPH �\o SEE TEMPORARY EROSION AND SEDIMENTATION PLANS. oHp UPH oHp \ \�� 5. VEGETATION CLEARING SHALL NOT COMMENCE WITHOUT APPROVAL OF Up H THE ENVIRONMENTAL COMPLIANCE MANAGER (ECM) IF ACTIVE MIGRATORY / / / / _ / / _ / / / T off BIRD NESTS ARE PRESENT, ECM WILL DEMARCATE AREAS FOR N m /�// /L/ /r// / /L 7 /L 7 / 7/ VEGETATION RETENTION, UNTIL THE ECM VERIFIES THE ABSENCES OF ACTIVE NESTS. rmr o / r // / // / // // // / // / // / /s / / / / / // / // / / // / // / // // / // // / ' - W- 0 N ss oHp\ 6. CONTRACTOR SHALL CALL ONE -CALL BEFORE ANY EXCAVATION BEGINS + / / / / / / / / / / // / / // / / / ' W_ SS / off AT 1-800-424-5555. AS G G G — G— .�G — G:; G— — G— �rS�\ \ G— — / / / / / �� W_ \ \ Cgy�At \ �O` 'O•'�. —G— 10 1 L 108+61.20, 1119' RT. ss\ '—G_ / w Gt� FSF A �G --- ----- ----- y BEGIN G_S S EX. ✓ B 1 G PROJECT LIMITS W, L 107+52.31, 15.27' RT.FF _ `END 2 71.52, 10.9�' R G\ \ W BEGIN g / L 108+6L25, 13 BEGIN — _ — \ L 1�9-b 4.3 13.33 RT. I w, 15 1 FX. R END 1 3 \ w KEYMAP OIy DATE REVISIONS JOB NUMBER DESIGNED BY: K. LANE 9/13/23 NO. DATE 084 PORT ORCHARD BETHEL & 20155 ENTERED BY: J. HENRY 9/13/23 SKILL 1 NGS SOOT CHECKED BY: I. LEE P.E. 9/13/23 � ORCHARD LINCOLN ROUNDABOUT PROD. ENGR.: I. LEE P.E. 9/13/23 SHEET Plotted By. Kazuma Lane on 9/13/23 11:18 AM 07 saved By dsims on s/n/23 s:5� AM 5016 Lacey Boulevard SE, Lacey, Washington 98503 DEMOLITION PLAN 1OF 39 F(360) 491-3399 Fax (360) 491-3857 PORT ORCHARD Wa SHEETS G: Pro'ect 2020 20155 Port Orchard Bethel and Lincoln\CAD\SHEETS\20155_PS_DM_04_REV.dw SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA - M 0+22.40, 17.92' LT. off, EX. OW - ----- IN - - — - - — _EX. ROW_ _ - — - - - - — - - M 48+22.59, 9.93' LT. ° - - - - � (D M 48 2 9, 11.93' LT. � ��// X 7 15 1 M 47 2 9, 11.79' LT. EN� x .a° 0 V LI M 48�7z. 9.97' LT. o�/ �IN - dHo — � dH0 dH0 dH0 F d dH0 dH0 dH0 dH0 p dH0pc dHQ - o dH0 dH0- d499 xx--x*>F Ifkx '*x �oc�xxiHb�ux=xx�xx xxx-xzx- xx- xx-xxx-xxx-xxx-xxx-xxx-xx xxx-xxx-xxx-xxx-xxx-xxx-xxx-x xxx-xxx-xxx-xx�xxx-Xxx-xxx-xxx-xxx-xxx-xxx-xxx ._ xxx- xx� xxx- xx_X_ a . � — — —ss — — ss — — —ss — —ss — —ss — — ss — — —ss — —ss — SS �- ---ss--- SS --- SS— — sS---SS---SS— — SS--- m �\ to n 48+00 AlTCHELL RD SE 49+00 m = M LINE M 47+5mm M K PROJECT LIMITS � � � � � � � � � � � � \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ O � - - - —�N-- /dr----M SD SD SD — D — SD— — SD— — SD — SD— — — SD— — — SD SD SD — SD — — SD — — SD — — SD — \ C° 1v M 47+72.59, 12.15' RT. M 48+12.59, 9.95' RT. V V IN IN M 48+22A59, 11.90 RT. o END (>> 9 1 -- — - - — -- ---- — - - — -- -- -- �% 14 EX. ROW M 48+22.59, 9.90' RT. --— -- EX. RO EX. ROW D cn n m= m r � Z S m F9 m < o0 J+ J .53, 11 28' LT. 1 3 BEGIN / - - EX. ROW 9 UPH --- UPH SCALE IN FEET 0 20 LEGEND: ROADWAY EXCAVATION INCL. HAUL PLANNING BITUMINOUS PAVEMENT -SAW— SAWCUT LINE CONSTRUCTION CENTERLINE ROW LINE Oi SAWCUT LINE O PLANING BITUMINOUS PAVEMENT O3 ROADWAY EXCAVATION O7 PROTECT EX. OVERHEAD POWER POLES O PROTECT EX. GAS LINE O 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. 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. M 51+21.90, 13 31' RT.—/ —'D= \ sD— — _ -0 —Hdn o-N - -M _ _ _ OBEGIN \SS — SD_ — — SD— — G G— _ EX. ROW p— M - �M = 8 \ — D— — G G o, o-�O— =M== S- —GI—G— o-- _SS_ I —G_ —ss _ M 52+03SPZ, 1 RT. I — G— — G— — G_ —SS ENDG _ 1� °— _ ss O 0 1� qr -- -__�__ --SS__ I I F _ 13 _SS_ SS_ 1 a�a—N= _ �� = M - _ I — — - KEYMAP DATE REVISIONS L JOB NUMBER DESIGNED BY: K. LANE 9 13 23 NO. DATE PORT ORCHARD BETHEL & 20155 ENTERED BY: J. HENRY 9 13 23 SKILL 1 N GS 100% CHECKED R.: I. LEE P.E. 9/13/23 ORCHARD LINCOLN ROUNDABOUT PROJ. ENGR.: I. LEE P.E. 9 13 23 SHEET Platted By. Kazuma Lane on 9/13/23 11:18 AM 08 y 5016 Lacey Boulevard SE, Lacey, Washington 98503 DEMOLITION PLAN OF 39 laoed B . 1,_i or, s 11 23 9:57 AM (360) 491-3399 Fax (360) 491-3857 G\Project\2020\20155 Port Orchard Bethel and Lincoln\CAD\SHEETS\20155-PS-DM-04-REV.dwg PORT ORCHARD Wa 1 1 SHEETS B 4+50.00 PROJECT LIMITS 1 0 - — —Ss ss SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA — � S+Ioo _ � � 6+I00____�dtie _ BETHEL RD SE ado N \dyo B LINE B 6+80.00� - PROJECT LIMITS— dyp O B 6+76.25, 20.51' RT END SAWCUT 17 t5 \3' OFFSET FROM EX. EDGE OF PAVEMENT S M g� M M d My ` ` B 4+58.59, 21.95' RT BEGIN SAWCUT 3' OFFSET FROM EX. EDGE OF PAVEMENT 42+ L//NH\CID t ay I t O —dHo— ----- 7 dHo _ dH0 y° M 44+29.82, 11.53' LT M 44* 39.87, 11.45' LT dH0 1 2 BEGOEND END 2(, IN vv 1 In —dHo—------------------- ` dHo \ OHP — � —ss ss — — —ss — ` 43+00 EX. ROW ------- OHIP OHP OHF _AA — _M — — —M — — —M�1_ — _AA — — —M — — ni i �Vr— P OT ----'o --- 19 18 18 — — ss — —s — — £X'ROW —ss — —ss — —jS— MITCHELL RD SE 4M LINE / dN0 ROJECT ECT LIMITS - - -M moo' I _Ak__ - _ff - -M - - _/M - a _ o M 44+29.72, 11.61' RT M 4439.63, 14.07' RT 1 2 BEGIN OEND END -------- -----0 - --w---V--------- q EX. ROW LEGEND: ROADWAY EXCAVATION INCL. HAUL PLANNING BITUMINOUS PAVEMENT SCALE IN FEET SAW SAWCUT LINE 0 20 40 CONSTRUCTION CENTERLINE ROW LINE Ot SAWCUT LINE O2 PLANING BITUMINOUS PAVEMENT OROADWAY 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. 1a PROTECT EX. TELECOMMUNICATIONS. 15 PROTECT EX. SANITARY SEWER LINE. 17 PROTECT EX. SANITARY SEWER STRUCTURE. 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 SCALE IN FEET AND WAC 332-120-040 IF ANY MONUMENT IS TO BE DISTURBED. 0 20 40 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. 7. FOR ITS REMOVAL AND RELOCATION SEE ITS PLANS. 8. ALL ITEMS TO BE PRESERVED AND PROTECTED UNLESS OTHERWISE NOTED ON PLANS - o� 1 KEYMAP DATE REVISIONS SKILL 1 NGS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360)491-3399 Fax (360) 491-3857 08/ ORCHARD PORT ORCHARD W8 PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT JOB NUMBER 20155 100% DESIGNED BY: K. LANE 9/13/23 NO. DATE ENTERED BY: J. HENRY 9/13/23 CHECKED BY: I. LEE P.E. 9/13/23 PROD. ENGR.: I. LEE P.E. 9/13/23 SHEET 09 1OF 39 1 SHEETS Plotted By Kazwa Lane on 9/13/23 11: 18 AM DEMOLITION PLAN Saved By. Klane on s/t/23 t2 os PM G: Project 2020 20155 Port Orchard Bethel and Lincoln\CAD\SHEETS\20155—PS—DM-10.dw SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA LEGEND: DATE J. HENRY Plotted By Kazuma Lane on 9/13/23 11:19 AM Saved By Jsims on 9/11/23 10:49 AM G: Project 2020 20155 Port Orchard Bethel and Lincoln 100+04.14, 20.51' LT EGIN HIGH VISABILITY SILT FENCE 0 EX. ROW OHP Z_ vA r Z 100+00 SE LUNDBERG RD 101+00 _ _ n , L LINE N O STA:100+00.00 PROJECT LIMITS _ — - - - - - - - - EX. ROW - - - - - EX. ROW I O3 2 m 0 L 100+70.77, 17.25' RT — —�D — — —SD BEGIN SILT FENCE REVISIONS rSKILLINGS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360)491-3399 Fax (360) 491-3857 HYDROSEEDING —cG— CLEARING AND GRUBBING LIMITS HIGH VISIBILITY SILT FENCE -SF — — - SILT FENCE TEMPORARY CONSTRUCTION EASEMENT EX. ROW #O EROSION CONTROL NOTES: Oj HIGH VISIBILITY SILT FENCE SEE XXX DETAIL. PLACE 1' INSIDE OF RIGHT OF WAY UNLESS OTHERWISE STATED ON PLAN SHEET. 2O SILT FENCE SEE XXX DETAIL. O3 CATCH BASIN INLET PROTECTION SEE XXX DETAIL. O CULVERT INLET PROTECTION SEE XXX DETAIL. s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or Wa CONTROL PLAN 139 SHEETS SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA LEGEND: a a 1 4 oy ' \ . . . . . . . . . . . k \ \ \ A \ DATE J. HENRY Plotted By Kazuma Lane on 9/13/23 11:19 AM Saved By Jsian oa 9/11/23 10:49 AM G: Project 2020 20155 Port Orchard Bethel and Lincoln q� STA:101+78.78, 88.18' R O END SILT FENCE / REVISIONS E jRG% `VN 0 102+00 �� — so . . . . . . . . . . . . . \ HYDROSEEDING —cG— CLEARING AND GRUBBING LIMITS HIGH VISIBILITY SILT FENCE —SF — — — SILT FENCE TEMPORARY CONSTRUCTION EASEMENT SCALE IN FEET 20 40 CONSTRUCTION NOTES: EX. ROW 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. PERMANENT EROSION CONTROL NOTES: 1. TOPSOIL TYPE XX SHALL BE PLACED TO FINISHED GRADE IN ALL AREAS TO BE SEEDED AT A MINIMUM DEPTH OF XX 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. 'a ......... ' ....... ` ® EROSION CONTROL NOTES: ` 1 HIGH VISIBILITY SILT FENCE SEE XXX DETAIL. PLACE 1' INSIDE OF RIGHT OF WAY UNLESS �Q�/a \\ a... • r r 4 4 4 4 4 4 k k OTHERWISE STATED ON PLAN SHEET. J \ \ SILT FENCE SEE XXX DETAIL. Q� oyA a a a a t t t t t t O CATCH BASIN INLET PROTECTION SEE XXX DETAIL. o aaa `..................� CULVERT INLET PROTECTION SEE XXX DETAIL. / .. ao�A . . . . G/ \, a a a\a a s a a k k k 4 4 4 4 4 4 SO CULVERT OUTLET PROTECTION SEE XXX DETAIL. x� \ . . �• a rSKILLINGS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360)491-3399 Fax (360) 491-3857 0 CHARD PORT ORCHARD PORT ORCHARD BETHEL & 20155 LINCOLN ROUNDABOUT 100% SHEET 11 TEMPORARY EROSION or Wa CONTROL PLAN 139 SHEETS C� 35 & 36 4N., RA E., W.M., KITSAP COUNTY, WA SCA_E IA FEET 0 20 40 CV EROSION CONTROL NOTES: SD 50/ sa s o s SD Sp SD LEGEND: 0 HYDROSEEDING —CG— CLEARING AND GRUBBING LIMITS 0 HIGH VISIBILITY SILT FENCE -SF — — - SILT FENCE M,q TEMPORARY CONSTRUCTION EASEMENT EX. ROW FF S/y Ee71 �93 DATE I REVISIONS o / so S� Sow 1 11,110 o o 1 \. W,\��/ i n 3 \� i i o IENTERED BY: J. HENRY 1 9/13/23 1 1 1 1 Platted By Kamm' Lane on 9/13/23 11:20 AM Saved By Ns oa 9/11 /23 11:10 AM G.AProject\2020\20155 Port Orchard Bethel and Lincoln �SO SD SD !3SKI LLINGS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360)491-3399 Fax (360) 491-3857 i \ 5rjx 3 IQ �P � 0 CHARD. PORT ORCHARD O HIGH VISIBILITY SILT FENCE SEE XXX DETAIL. PLACE 1' INSIDE OF RIGHT OF WAY UNLESS OTHERWISE STATED ON PLAN SHEET. 2O SILT FENCE SEE XXX DETAIL. 3O CATCH BASIN INLET PROTECTION SEE XXX DETAIL. 4Q CULVERT INLET PROTECTION SEE XXX DETAIL. 5O CULVERT OUTLET PROTECTION SEE XXX DETAIL. 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. PERMANENT EROSION CONTROL NOTES: 1. TOPSOIL TYPE XX SHALL BE PLACED TO FINISHED GRADE IN ALL AREAS TO BE SEEDED AT A MINIMUM DEPTH OF XX 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. PORT ORCHARD BETHEL & 20155 LINCOLN ROUNDABOUT 100% SHEET 12 TEMPORARY EROSION Or Wa CONTROL PLAN 13g SHEETS SEC. 35 & 36, T.24N., R.1 E., W.M., KITSAP COUNTY, WA ---�— —�--- ----— —�---�--�s--- STA:9+05.97, 47.47' L �— ----s --es=== ——---- ----------- END SILT FENCED B LINE 9+80.74, 47.72' LT. _ - 55 �— — —SS — — sS — SS Ss —SS SS SS — —SS — — —Ss — —SS B LINE 9+80.45, 19.85' LT. —SS — —ss — — ss —Ss — ss — ss — — i——M---M— — —M— — —M--- M — — —M — — —M — — —M — —M — — —M — — —M — — —M — — —M — — —M — — —M — — —M — — —M — — —M — — —M — — —M — 3 — —M — — —M — — —M — — —M — — —M — — —M — — —M — — M — — —M — — —M i 3 — dHO dH0 dH0 dH0 dH0 dH0 dH0 dHO dH0 dH0 dH0 �-a—000— dFo — dHO� P dHO dH0 dH0 — I a� d SAW SAW SAW SAW SAW SAW 9+00 BETHEL RD SE B LINE SAW SAW SAW SAW B LINE 9+80+43, 20.42' RT.— STA:9+05.22, 25.52' R BEGIN SILT FENCE (D DATE J. 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OS CULVERT OUTLET PROTECTION SEE XXX DETAIL. T�m ORCHARD PORT ORCHARD Wa SCALE IN FEET 0 20 40 LEGEND: 0 HYDROSEEDING CG— CLEARING AND GRUBBING LIMITS ~f HIGH VISIBILITY SILT FENCE —SF — — — SILT FENCE TEMPORARY CONSTRUCTION EASEMENT EX. ROW 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. PERMANENT EROSION CONTROL NOTES: 1. TOPSOIL TYPE XX SHALL BE PLACED TO FINISHED GRADE IN ALL AREAS TO BE SEEDED AT A MINIMUM DEPTH OF XX 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. 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E f t f . { t { t t . t { t . t t t t { t . t t t t { t . t t t t { t . . t t t { t DETAIL. ♦ f { f f . . . . . . . . . t . . . . . . . . . . . . . . . . t t f f f .«.« f f f t. t« t. t f t f' f t f t. t« t. t f t f< f t« t. t« t.< f t f< f t 0 CULVERT INLET PROTECTION SEE XXX DETAIL. t ♦ • . . . . . . . . . t . . . . . . . . . t t« t t« E t t . « t « t t t«« t« t t t«« t« t t t« « t « E t « . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O CULVERT OUTLET PROTECTION SEE XXX DETAIL. DATE I ENTERED BY: J. HENRY Platted By Kamm' Lane on 9/13/23 11:20 AM Saved By 1sim oa 9/11 /23 10:49 AM G.AProject\2020\20155 Port Orchard Bethel and Lincoln REVISIONS !3SKI LLINGS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360)491-3399 Fax (360) 491-3857 0 CHARD. PORT ORCHARD SCALE IN FEET 20 40 LEGEND: HYDROSEEDING CG CLEARING AND GRUBBING LIMITS TEMPORARY CONSTRUCTION EASEMENT CONSTRUCTION NOTES: 1. ALL BMP NUMBERS CORRESPOND TO THE DEPARTMENT OF ECOLOGY STORM WATER 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. PERMANENT EROSION CONTROL NOTES: 1. TOPSOIL TYPE XX SHALL BE PLACED TO FINISHED GRADE IN ALL AREAS TO BE SEEDED AT A MINIMUM DEPTH OF XX 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:1 V, 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. PORT ORCHARD BETHEL $ 20155 LINCOLN ROUNDABOUT 100% SHEET 14 TEMPORARY EROSION OF Wa CONTROL PLAN 13g SHEETS SEC. 35 & 36, T.24N., R.1 E., W.M., KITSAP COUNTY, WA SCALE IN FEET f E f t E E E E E E f ♦ « f t f f« E f E f« E f E f« f f f E f E f f f f E f E f f f f E f f 5 1 f f f« t E f f f f f f E f f f E f t E f f f f f f E E f f E f t E f f E f f f E f f f E E SQ f f t f f t f f f f t f t f E E t t t { f t f t { f { f t f t _ _ —_ — �� __ r _f _ Lf— t t ♦ _t t f « f E t E f E f E f « t E t« f t f« SQ t t t. t♦♦♦ t fEf f t f t—f-7—F Y f f—tom♦ R_ p f f f t t t t f f f t f t f f f t t f t f f f p OHP OHP t ♦ r 11P r r t r t r ♦ r ♦ t r t r ♦ r ♦ t — —SS — — — f f t f f P -w s- t- QHP fOHP ` OHP �— N — —SS ♦ t t t t ♦ t ♦ ♦ t t t♦ t —SS — — ♦ — m—ss — ss 'j 00 s � SE ONE ` — — — 16+OO\ t f —E tt{�tf ftf ffEFftf♦_ftf ffffr ftf ttff ff ffff f t ttf` trt tt f ft f ff♦fttft EffrtftEtfftftft ftEttfttrrtftt —ftt -ffe Bft�HEP- t• �ft f tt +r •OtfH_Pf %HP g OHP OHP 2 DATE I REVISIONS J. HENRY Plotted By Kazuma Lane on 9/13/23 11:20 AM Saved By Jsian oa 9/11/23 10:49 AM G: Project 2020 20155 Port Orchard Bethel and Lincoln rSKILLINGS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360)491-3399 Fax (360) 491-3857 EROSION CONTROL NOTES: Oj HIGH VISIBILITY SILT FENCE SEE XXX DETAIL. PLACE 1' INSIDE OF RIGHT OF WAY UNLESS OTHERWISE STATED ON PLAN SHEET. O2 SILT FENCE SEE XXX DETAIL. O3 CATCH BASIN INLET PROTECTION SEE XXX DETAIL. O CULVERT INLET PROTECTION SEE XXX DETAIL. O5 CULVERT OUTLET PROTECTION SEE XXX DETAIL. TO' W ORCHARD PORT ORCHARD Wa 0 20 40 LEGEND: 0 HYDROSEEDING —CG— CLEARING AND GRUBBING LIMITS — HIGH VISIBILITY SILT FENCE —SF — — — SILT FENCE TEMPORARY CONSTRUCTION EASEMENT CONSTRUCT&' WTES: 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. PERMANENT EROSION CONTROL NOTES: 1. TOPSOIL TYPE XX SHALL BE PLACED TO FINISHED GRADE IN ALL AREAS TO BE SEEDED AT A MINIMUM DEPTH OF XX 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. to, O� II II I 1 KEYMAP JOB NUMBER PORT ORCHARD BETHEL & 20155 LINCOLN ROUNDABOUT 100% SHEET 15 OF TEMPORARY EROSION CONTROL PLAN 139 SHEETS SEC. 35 & 36, T.24N., R.1 E., W.M., KITSAP COUNTY, WA r r . r . — — — —— LrdHf r r r r r r bHP OHP OHP r r r r SS ss — —ss — CHIP co SAW —SAW —SAW c 3 BETHEL RD SE B LINE STA:17+53.91, 32.33' O END HIGH VISABILITY SILT FEN OHP OHP CHIP O, OHP OHP— OHP — — —SS — — —ss — — SS — —ss — ss — — — SAW SAW SAW SAW SD SD SAW 3 sHvv SAW SAW SAW SAW 17+00 —I - - 17+66 STA:17+66.01 / PROJECT LIMITS dNo 4 0 SAW 1-1 r r — dN OHP _=SF--.;F N — — — — — — — — — -�--SF—HP-- r$�p — —$F — _ —SF — _ — OHP ❑T STA:17+60.04, 25.61' R OBEGIN SILT FENCE ® EROSION CONTROL NOTES: Oj HIGH VISIBILITY SILT FENCE SEE XXX DETAIL. PLACE 1' INSIDE OF RIGHT OF WAY UNLESS OTHERWISE STATED ON PLAN SHEET. O2 SILT FENCE SEE XXX DETAIL. O3 CATCH BASIN INLET PROTECTION SEE XXX DETAIL. O CULVERT INLET PROTECTION SEE XXX DETAIL. O5 CULVERT OUTLET PROTECTION SEE XXX DETAIL. SCALE IN FEET 0 20 40 LEGEND: HYDROSEEDING CG CLEARING AND GRUBBING LIMITS — HIGH VISIBILITY SILT FENCE —SF — — — SILT FENCE TEMPORARY CONSTRUCTION EASEMENT CONSTRUCTON WES: 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. PERMANENT EROSION CONTROL NOTES: 1. TOPSOIL TYPE XX SHALL BE PLACED TO FINISHED GRADE IN ALL AREAS TO BE SEEDED AT A MINIMUM DEPTH OF XX 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. 09� II I KEYMAP DATE REVISIONS S K I L L I N G S 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360)491-3399 Fax (360) 491-3857 L ��'W ORCHARD ORCHARD W8 PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT JOB NUMBER 20155 100% DESIGNED BY: K. LANE 9/13/23 NO. DATE ENTERED BY: J. HENRY 9/13/23 CHECKED I. LEE P.E. 9/13/23 PROD. ENGR.: I. LEE P.E. R.: 9/13/23 SHEET 16 OF 139 I SHEETS Plotted By Kazuma Lane on 9/13/23 11:21 AM TEMPORARY EROSION 1 CONTROL PLAN saved By dsims oa 9/n/23 1o:4s AM G: Project 2020 20155 Port Orchard Bethel and Lincoln \CAD\SH EETS\201 55_PS_TS_O3_REV.dwgPORT SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA MATCH LINE M 50+70 SEE SHEET 20 L 106+19.23, 37.21' LT . `1J +34 ' L 106+26.97, 42.44' RT. MATCH LINE M 49 "•� t SEE SHEET 19 ` ® EROSION CONTROL NOTES: O HIGH VISIBILITY SILT FENCE SEE XXX DETAIL. PLACE 1' INSIDE OF RIGHT OF WAY UNLESS OTHERWISE STATED ON PLAN SHEET. DATE J. HENRY Plotted By Kamm' Lane on 9/13/23 11:21 AM Saved By Jsims oa 9/11/23 10:41 AM G: Project 2020 20155 Port Orchard Bethel and Lincoln REVISIONS rSKILLINGS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360)491-3399 Fax (360) 491-3857 0 SILT FENCE SEE XXX DETAIL. 0 CATCH BASIN INLET PROTECTION SEE XXX DETAIL. Q CULVERT INLET PROTECTION SEE XXX DETAIL. 5O CULVERT OUTLET PROTECTION SEE XXX DETAIL. OW ORCHARD PORT ORCHARD Wa SCALE IN FEET 0 20 40 LEGEND: 0 HYDROSEEDING CG— CLEARING AND GRUBBING LIMITS HIGH VISIBILITY SILT FENCE -SF — — - SILT FENCE TEMPORARY CONSTRUCTION EASEMENT CONSTRUCT16h DOTES: 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. PERMANENT EROSION CONTROL NOTES: 1. TOPSOIL TYPE XX SHALL BE PLACED TO FINISHED GRADE IN ALL AREAS TO BE SEEDED AT A MINIMUM DEPTH OF XX 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:1 V, 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. JOB NUMBER PORT ORCHARD BETHEL & 20155 LINCOLN ROUNDABOUT 100% SHEET 17 Or TEMPORARY EROSION CONTROL PLAN 139 SHEETS DATE J. HENRY Plotted By Kazuma Lane on 9/13/23 11:22 AM Saved By Jsian oa 9/7/23 3:19 PM G: Project 2020 20155 Port Orchard Bethel and Lincoln N O 00r O- J L� W W z= (/) J W LLJ Q SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA _ o +-�k: � .+ r+,` • +` ems; O_STA:108+83.12, 29.92' 1 +�-sb°Sprr+r'. rY,`++` QEND SILT FENCI KPH �+ -� + + +rr++ y dS bPr \� AVE SE \ \S 3 _ \ — G — — G — — �\ G_ +rrr +`ryrr`r+` REVISIONS sow UPy \ II\ Q UpN UNP ` rn \I�\ C" I STA:109+05.22 UpH PROJECT LIMITS \ 00 \ss oHP upH \SS GHP o \ \S w_ s\ ,W w ,\ \ + G\ W �\ STA:109+04.70, 20.40' R OBEGIN SILT FENCE !Ei SKI L L I NOS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360)491-3399 Fax (360) 491-3857 ® EROSION CONTROL NOTES: Oj HIGH VISIBILITY SILT FENCE SEE XXX DETAIL. PLACE 1' INSIDE OF RIGHT OF WAY UNLESS OTHERWISE STATED ON PLAN SHEET. O2 SILT FENCE SEE XXX DETAIL. O3 CATCH BASIN INLET PROTECTION SEE XXX DETAIL. QQ CULVERT INLET PROTECTION SEE XXX DETAIL. O5 CULVERT OUTLET PROTECTION SEE XXX DETAIL. 0 CHARD PORT ORCHARD mass UK30' SCALE IN FEET 0 20 40 LEGEND: HYDROSEEDING CG CLEARING AND GRUBBING LIMITS — HIGH VISIBILITY SILT FENCE —SF — — — SILT FENCE TEMPORARY CONSTRUCTION EASEMENT CONSTRUC-TIM WES: 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. PERMANENT EROSION CONTROL NOTES: 1. TOPSOIL TYPE XX SHALL BE PLACED TO FINISHED GRADE IN ALL AREAS TO BE SEEDED AT A MINIMUM DEPTH OF XX 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. JOB NUMBI PORT ORCHARD BETHEL & 20155 LINCOLN ROUNDABOUT 100% SHEET 18 TEMPORARY EROSION OF Wa CONTROL PLAN 139 SHEETS SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA \ zl M LINE 48+34.45, 30.46' LT.---o s f_. _ k f f k f AS- - - -- - - - - _ J �� js- AS- f <kkf f f ff f kk < f kk kf f k t f\ k k k kl f kkfkl l kkkkfkk k ff{•• f <{ f< f f• kf r♦ ! f k` k \'k f` k kk ! k t { k k f • k f k k` k< t<kkkkf k « k • k { • f f k f(( M LINE 48+34.51, 11.88' LT. k` • < {k fk ` kk <! < k k < f k k f k k k k<!klkk k f « k < ! C < 4HOf { f k-dHo•#,�� { t • < f f k IHO k -• - { 4 ` t ♦ { xxxy dHOx -k` d}{p di0 k t { e f r ` xx*t xxx! B xxx--xxx-_x*x_}81pcx -mac x=-xxidH6.k xx-xxi��:Q xxx-xxx-xxx- xxx-xxx-xxx-xXV x txR raxx-<xf9uc xx�xxlF �cx-lcxf xxY-�tx ss<-`Scx xx-°xx �9S ex' fgS{-� fxxx-t +SSk < dH0-—SS— —SS— =SS< ff • f t•'� a f• k {�'� f e k< f • f k• < { f f k < e t SS-- _SS -- 3 SAW SAW SA STA:47+71.52, 12.09, L _�) 2O END SILT FENCE MITCHELL R_D _ 48+00 _ _ — 4+00 _ _ — — I M LINE STA:47+71.35, 12.50' R OEND SILT FENCE HdffM1'A Ffidfr Han SAW 7E SA^WtIdFl — �1 - - -M - Han M =MHdn \ M _� }JP _ --M-- Hd0.lvt---AA HdA D SD < ♦-kSQ •- t y Sp k ,�• �Dt t -t-=-f St f t St i� SD— - - SD- - - SD- - - SD- - f f < f k < ♦ ! f f k f f k ! ♦ f < ♦ k < ♦ k • ♦ < k ♦ f f < < - SD— -- SD— -- SD— — f k ♦ < f k < ` t D —SD - SO- -_ I ` k k f ! kk ` kk k k ffkk kk f kk « k k k k kt k f i • < kk k k ! k k ! k k < ! k! k fk k ! < k k « Lam— SF SP ` �k=SFk+. - kfkkk lk k<k` k«kk k kk < k kf k klkkk kk «!kk` f kk ! --- ♦ < k` k k ! k` k k < < k f k` k k k k k < < f k k k < < ---—--—--—--—--—-----—--—- - — ---- M LINE 48+34.41, 11.99' RT. i t< kkk` k !kkk kk k f kk`kk k`kk<<fk kfkkk<kfk<k f♦ k 7 M LINE 48+67.47, 29.44' RT. <kkl`<.�«�` i♦�kk�«k �I�SF` �'y�SF_ «f f_ - -f— - -•— - M LINE 48+34.46, 29.54' RT. M LINE 48+69.10, 40.96' RT. U EROSION CONTROL NOTES: O1 HIGH VISIBILITY SILT FENCE SEE XXX DETAIL PLACE 1' INSIDE OF RIGHT OF WAY UNLESS OTHERWISE STATED ON PLAN SHEET. O2 SILT FENCE SEE XXX DETAIL. O CATCH BASIN INLET PROTECTION SEE XXX DETAIL. Q CULVERT INLET PROTECTION SEE XXX DETAIL. O5 CULVERT OUTLET PROTECTION SEE XXX DETAIL. LEGEND: SCALE IN FEET 0 20 40 HYDROSEEDING CG CLEARING AND GRUBBING LIMITS + HIGH VISIBILITY SILT FENCE —SF — — — SILT FENCE TEMPORARY CONSTRUCTION EASEMENT EX. ROW 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. PERMANENT EROSION CONTROL NOTES: 1. TOPSOIL TYPE XX SHALL BE PLACED TO FINISHED GRADE IN ALL AREAS TO BE SEEDED AT A MINIMUM DEPTH OF XX 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. tO'Li I II I KEYMAP DATE REVISIONS SKILL 1 NGS � 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360)491-3399 Fax (360) 491-3857 L ��'W ORCHARD PORT ORCHARD U\/8 PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT JOB NUMBER 20155 SOOT DESIGNED BY: K. LANE 9/13/23 NO. DATE ENTERED BY: J. HENRY 9/13/23 CHECKED BY: I. LEE P.E. 9/13/23 PROD. ENGR.: I. LEE P.E. 9/13/23 SHEET 19 OF 139 SHEETS Plotted By. Kazuma Lane on 9/13/23 11:22 AM TEMPORARY EROSION CONTROL PLAN saved By dsims on s/�/23 3:1s PM S Pro'- 27 20155 Port Orchard Bethel and Lincoln\CAD\SHEETS\20155_PS_TS_O5_REV.dw SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA js— '.k • kf < k kf t k t« <—`�S` t�-.f—aaSa—`f�T —L--- _ STA "A" 52+06.74, k k < k k < < 31.54' LT t < < tk k • f k kf < kf < < � - a < k k < k k k f k f TIt4*4_kFNT « k < <k k < tk k « kk k k i' f ff • k i k f� __ L _ fjs f« f f f k k « k f k�a kk k f f a, f k kkfk kk k k k t k«kk <<kk k k k k k kk k k a � < k f k f f k f k k< f t« < k f k« k k < k k k f k f f a ♦ kk < kk k k f « kk < kk k k kk f f k { I < k« t « t < k« t 3 « k« < f« k <<k« f « k« k« kk f f k << fk f f k << kk k < kk f a •«kk k « <« ' < <« k f k« k f f« f k LINE Hdn < < * ` G : ' ♦ ' f < f . • do f k ♦ ♦ f r_fSf_♦ ♦t'a <Ga— Ge ' Hdn — f < f < f < • ff < • G G— — G— Hdn Hdn ' t k k k ♦ ♦ < 65a— k ' ♦ STA "A" 51+18G — Hdn ♦ < . . 9, - G - Hdn kk «<<«' ♦� • ♦ f' ♦ ♦f' f a f i 1338' RT-c'--G--G-- �k \ fSD k J-- SD S f«kk k < f f !< a f k k <! f k f \ SD— - �< k k f f a a f k k k k t k f kf k kf \SS\ TAM= — ��.�NSF DATE J. HENRY Plotted By Kazuma Lane on 9/13/23 11:22 AM Saved By Jsian oa 9/7/23 3:19 PM G: Project 2020 20155 Port Orchard Bethel and Lincoln STA "A" 51+17.77, STA;L�1+49.64, 34.49' R 2 BEGIN SILT FENCE REVISIONS STA:52+28.93, 12.31' OEND SILT FEN, I/ I -- UPH--------- \-STA: 52+29.59 I PROJECT LIMITS SD G- STA:52+06.12b, 12.74' R -- sD-- -_ SD— — — — BEGIN SILT FENCE \S SD SSTA:51+79.80, 34.95' R SD_ OEND SILT FENCEss _SS_ _ - =--M - —SS —SS — sF _ � --ss — — =ro1- _ --� _ — —ss - A'[- _ 0 �,t �oart- = i t-: - rSKILLINGS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360)491-3399 Fax (360) 491-3857 ® EROSION CONTROL NOTES: Ot HIGH VISIBILITY SILT FENCE SEE XXX DETAIL. PLACE 1' INSIDE OF RIGHT OF WAY UNLESS OTHERWISE STATED ON PLAN SHEET. 2O SILT FENCE SEE XXX DETAIL. 3O CATCH BASIN INLET PROTECTION SEE XXX DETAIL. 4Q CULVERT INLET PROTECTION SEE XXX DETAIL. O5 CULVERT OUTLET PROTECTION SEE XXX DETAIL. T�m ORCHARD PORT ORCHARD Wa SCALE IN FEET 0 20 40 LEGEND: HYDROSEEDING CG CLEARING AND GRUBBING LIMITS + HIGH VISIBILITY SILT FENCE -SF — — - SILT FENCE TEMPORARY CONSTRUCTION EASEMENT EX. ROW 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. PERMANENT EROSION CONTROL NOTES: 1. TOPSOIL TYPE XX SHALL BE PLACED TO FINISHED GRADE IN ALL AREAS TO BE SEEDED AT A MINIMUM DEPTH OF XX 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. JOB NUMBER PORT ORCHARD BETHEL & 20155 LINCOLN ROUNDABOUT 100% SHEET 20 Or TEMPORARY EROSION CONTROL PLAN 139 SHEETS LEGEND: HYDROSEEDING CG CLEARING AND GRUBBING LIMITS HIGH VISIBILITY SILT FENCE -SF — — - SILT FENCE TEMPORARY CONSTRUCTION EASEMENT �W/■ Zi]g1 SEC. 35 & 36, T.24N., RAE., W.M., KITSAP COUNTY, WA SCALE IN FEET 0 20 40 0 0 0 rn -M LINE 43+19.19, 60.70' LT. M LINE 42+97.59, 60.63' LT. �-SF M LINE 44+29,76, 31 A 3' LT.� ✓��< k ` `k<! < k M LINE 43+2282, 47.85' LT. SCC� T sf !-.,SF k�Sk k-lSFk`4 k k=51 ` k!� —SF ` k` k` ♦kk` ` k k<`! k k` k<`! « `! ` k k<`! k<`! « k! k<{! « k! k k k « kk ` k k k!k` < k k<kk kk<! k lkkk klkk !k<! kk{! kkk! k! k { k { k < k ke k k k! ` lSTA:44+40.86, 11.67' L < k5�` { ` { • k k ! k ` kkk` k ! ` ` kk{! `<.! « `!k` k<`! `<.! « `k k<`! ` ! O2 BEGIN SILT FENCE ,t k` k k k ♦ k ` kkk< k « kkk`k` k ! < k « « ` k k kk`kk k{< k « « kk fkk` kkk k`kk `k!k<` «k`kk<k` kkk` kk`kk kk` kkk`klk �IN k4kt�9,�I.1 1 �,kLlT k k k ! k k k k « kk kk k k { < kk k k k {k ! k k k k k k — ki STA:44+44.07, 12.13' R \ D SILT FENCE ' kk k k` k•k`!kk k<`kk kk< k k k` k k``k k` ` k k / < k` k k }`k/ M LINE 44+282,11 .71`.6{1l 42f QV `kk lk` k<k` k k` < k` kk MITCHELL RD 43+00 `kkls { k k Ilk— Tkk` k<kk k { k — I — — _ — + — — — — k<kkkkk«kk` M LINE CONSTRUCTION ALIGNMENT (D) k k { ` k { k ! ` k «k f ` k! `k !k k « k f ` k k ! `k < `kk k k k f ` k! k f ! { ` k k!k` k � jSkf `r dS kk ek} �St-k-k-A «jSr �k� AS< -kJ-{ �-�,=r—lAS�<—«� iS—k�. �j�`� — = JS t k� —!j$�' —<= 9S k k—` —`ASS �`T lS-k '7k�5 �` ;` r$F<� k—` <�SF k—k= �$F!= �`TSF �k ` �k rSFl�kk—`-Sfe {�k«� gF —kk.k k S M LINE 44+29-76, 28-87' RT I DATE I ENTERED BY: J. HENRY CHECKED BY. I. LEE P.E PROJ. ENGR.: I LEE P.E. Plotted By, Kazuma Lane on 9\13\23 11:23 AM Saved By: A- on 9\6\23 4.46 PM G.AProject\2020\20155 Port Orchard Bethel and Lincoln 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. PERMANENT EROSION CONTROL NOTES: 1. TOPSOIL TYPE XX SHALL BE PLACED TO FINISHED GRADE IN ALL AREAS TO BE SEEDED AT A MINIMUM DEPTH OF XX INCHES. ALL AREAS SHALL THAN BE HYDROSEEDED. ® EROSION CONTROL NOTES: Oj HIGH VISIBILITY SILT FENCE SEE XXX DETAIL. PLACE 1' INSIDE OF RIGHT OF WAY UNLESS OTHERWISE STATED ON PLAN SHEET. 2. USE BMP C130: SURFACE ROUGHENING, BMP C125: TOP D SILT FENCE SEE XXX DETAIL. SOILING, AND BMP C123: PLASTIC COVERING AS REQUIRED TO PREPARE EXPOSED SURFACE FOR FINAL SEEDING AS DIRECTED O3 CATCH BASIN INLET PROTECTION SEE XXX BY THE ENGINEER. DETAIL. 3. GRADE AND DISTURBED AREAS BACK TO THEIR EXISTING O CULVERT INLET PROTECTION SEE XXX DETAIL. CONDITION AND HYDROSEED THESE AREAS AS DIRECTED BY THE ENGINEER. O5 CULVERT OUTLET PROTECTION SEE XXX DETAIL. O 4. PLACE COTTON AND COMPOST SOCKS ON SLOPED AREAS THAT ARE LESS THAN 3H:1 V, 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. KEYMAP !3SKILLINGS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360)491-3399 Fax (360) 491-3857 ORCHARD PORT ORCHARD PORT ORCHARD BETHEL & 20155 LINCOLN ROUNDABOUT 100% SHEET 21 TEMPORARY EROSION or Wa CONTROL PLAN 139 SHEETS MATCH EX. ROADWAY WIDTH MATCH EX. ROADWAY WIDTH LANE LANE MATCH EX. I MATCH EX. 4 3 0.2' 4 SE LUNDBERG RD TYPICAL ROADWAY SECTION — 1 NTS STA L 100+01 TO STA L 100+12 5' 12.5' BIKE LANE 2.0% 6' SIDEWALK 1.5% MAX 10.5 LANE 2.0% SE LUNDBERG RD TYPICAL ROADWAY SECTION — 2 NTS STA L 100+12 TO STA L 102+90 1 10.5' VARIES 1'-20' 10.5' LANE SPLI`TTER LANE ISLAND 6' SIDEWALK 1.5% MAX APPROX. 5' SIDEWALK '- MATCH EX. 6' SIDEWALK 1.5% MAX 5' 6' PLANTER SIDEWALK STRIP 1.5% MAX 6' SIDEWALK 1.5% MAX 5' 6' PLANTER SIDEWALK STRIP 1.5% MAX 10' 5' 5' 10' 3, SIDEWALK PLANTER PLANTER SIDEWALK STRIP STRIP 1.5% MAX 1.5% MAX DATE I ENTERED BY: J. HENRY CHECKED BY: I. LEE P.E PROD. ENGR.: I LEE P.E. Plotted By Kazuma Lane on 9\13\23 11:23 AM Saved By: Klane on 9\7\23 9.17 AM G.AProject\2020\20155 Port Orchard Bethel and Lincoln REVISIONS SE LUNDBERG RD TYPICAL ROADWAY SECTION — 3 NTS STA L 102+90 TO STA L 103+35 !3SKI LLINOS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360)491-3399 Fax (360) 491-3857 -s � 3;1 ORCHARD PORT ORCHARD ROADWAY SECTION KEY NOTES: O1 EX. SIDEWALK & BASE O2 EX. CURB & GUTTER O3 EX. ROADWAY BASE O4 0.2' PLANING & INLAY O5 0.5' HMA CLASS X/X" PG XXH-XX (X LIFTS OF X" & X"). O6 0.5' CRUSHED SURFACING BASE COURSE (CSBC). WSDOT SPEC. STANDARD 9-03.9(3). O7 1.0' CRUSHED SURFACING BASE COURSE (CSBC). WSDOT STANDARD SPEC 9-03.9(3). O 0.5' CEMENT CONC. SIDEWALK O9 0.2' CRUSH SURFACING TOP COURSE (CSTC). WSDOT STANDARD SPEC. 9-03.9(3). 10 CEMENT CONC. CURB & GUTTER. SEE DETAIL ON SHEET XX. t1 1.0' TOPSOIL TYPE A 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 XX. 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 MINIMUM DENSITY PER STD. SPEC. 2-03.3(14)C. PORT ORCHARD BETHEL & 20155 LINCOLN ROUNDABOUT 100% SHEET 22 TYPICAL ROADWAY Or Wa SECTIONS H 39 SHEETS MATCH EX. ROADWAY WIDTH MATCH EX. ROADWAY WIDTH LANE LANE , MATCH EX. MATCH EX. L------------- ----- ------------ -----------------J '_,3.•1 0.2' 4 3 BETHEL RD SE TYPICAL ROADWAY SECTION - 1 NTS STA B 9+76 TO STA B 9+87 0 14 1V 14 0 BIKE LANE 2.0% ME IAN I LANE 2.0% BIKE I 10 7 5 0.5'-1 �- I 6' SIDEWALK 1.5% MAX 5' BIKE BETHEL RD SE TYPICAL ROADWAY SECTION - 2 NTS STA B 9+96 TO STA B 11+45 STA B 16+25 TO STA B 16+27 14' LANE 2.0% STA B 12+63 TO STA B 12+90 STA B 15+05 TO STA B 15+40 14' ;PLIYTER LANE ISLAND I 2.0% ROADWAY SECTION KEY NOTES: O EX. ROADWAY BASE O 0.2' PLANING & INLAY 0 0.5' HMA CLASS X/X" PG XXH-XX (X LIFTS OF X" & X"). © 0.5' CRUSHED SURFACING BASE COURSE (CSBC). WSDOT SPEC. STANDARD 9-03.9(3). O7 1.0' CRUSHED SURFACING BASE COURSE (CSBC). WSDOT STANDARD SPEC 9-03.9(3). OS 0.5' CEMENT CONC. SIDEWALK O9 0.2' CRUSH SURFACING TOP COURSE (CSTC). WSDOT STANDARD SPEC. 9-03.9(3). 10 CEMENT CONC. CURB & GUTTER. SEE DETAIL ON SHEET XX. 11 1.0' TOPSOIL TYPE A 12 0.5' TEXTURED & PIGMENTED CEMENT CONC. PAVEMENT 13 0.33' CRUSHED SURFACING BASE COURSE (CSTC). WSDOT STANDARD SPEC. 9-03.9(3). 14 EX. PEDESTRIAN CURB 15 ROUNDABOUT CEMENT CONC. CURB & GUTTER (CURB 2). SEE WSDTO STD PLAN F-10.18-03 ON SHEET XX. ROADWAY SECTION NOTES: 5' BIKE 1. ALL SURFACING AND PAVING DEPTHS ARE COMPACTED DEPTHS. 2'1 2. GRAVEL BORROW SHALL BE USED FOR FILL MATERIAL AND COMPACTED TO 95% OF MINIMUM DENSITY PER STD. SPEC. 2-03.3(14)C. STA B 12+ 48 TO STA B 12+85 STA B 15+05 TO STA B 15+34 / `J�a-j 0.5� 10 10' 5' SIDEWALK PLANTER 3.1 STRIP 1.5% MAX 3'•� S 9 11 10 BETHEL RD SE TYPICAL ROADWAY SECTION - 3 NTS STA B 11+45 TO STA B 13+35 STA B 14+60 TO STA B 16+15 MATCH EX. ROADWAY WIDTH MATCH EX. ROADWAY WIDTH LANE LANE MATCH EX. MATCH EX. L' - ----- --- ----- ----- '----------- 1a 0.2' I 0.2' 4 3 3 4 BETHEL RD SE TYPICAL ROADWAY SECTION - 2 NTS STA B 16+36 TO STA B 16+47 DATE REVISIONS ENTERED BY: J. HENRY CHECKED BY: I. LEE P.E. PROD. ENGR.: I LEE P.E. Plotted By Kazuma Lane on 9\13\23 11:23 AM Saved By: Klane on 9\7\23 9.17 AM G.AProject\2020\20155 Port Orchard Bethel and Lincoln -1 �- 0.5' 6' SIDEWALK 1.5% MAX -1 r 0.5' !3SKI LLINOS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360)491-3399 Fax (360) 491-3857 5' 10' PLANTER SIDEWALK STRIP 1.5% MAX 0.5' ORCHARD PORT ORCHARD JOB NUMBER PORT ORCHARD BETHEL & 20155 LINCOLN ROUNDABOUT 00% SHEET 23 Or TYPICAL ROADWAY Wa 1 SECTIONS 130 SHEETS 10' 5' SIDEWALK PLANTER STRIP 1.5% MAX 0.5'd k 10' 5' SIDEWALK PLANTER STRIP 1.5% MAX 5:� 8 9 11 0.5' dk 10 13' SIDEWALK 1.5% MAX 0.5'—j 14' 10' 14' LANE SPUTTER LANE ISLAND I TQV 2.0% 15 I 6 5 13 LINCOLN AVE SE TYPICAL ROADWAY SECTION - 1 NTS STA B 105+70 TO STA B 106+10 20' CIRCULATING ROADWAY BETHEL TYPICAL ROUNDABOUT SECTION - 1 NTS 14' TRUCK APRON 2.0% 5' 10' PLANTER SIDEWALK STRIP 1.5% MAX 0.5' ROADWAY SECTION KEY NOTES: 0 0.5' HMA CLASS X/X" PG XXH—XX (X LIFTS OF X" & X"). 0 0.5' CRUSHED SURFACING BASE COURSE (CSBC). WSDOT SPEC. STANDARD 9-03.9(3). 7O 1.0' CRUSHED SURFACING BASE COURSE (CSBC). WSDOT STANDARD SPEC 9-03.9(3). 0 0.5' CEMENT CONC. SIDEWALK 0 0.2' CRUSH SURFACING TOP COURSE (CSTC). WSDOT STANDARD SPEC. 9-03.9(3). 10 CEMENT CONC. CURB & GUTTER. SEE DETAIL ON SHEET XX. 11 1.0' TOPSOIL TYPE A 12 0.5' TEXTURED & PIGMENTED CEMENT CONC. PAVEMENT 13 0.33' CRUSHED SURFACING BASE COURSE (CSTC). WSDOT STANDARD SPEC. 9-03.9(3). 15 ROUNDABOUT CEMENT CONC. CURB & GUTTER (CURB 2). SEE WSDTO STD PLAN F-10.18-03 ON SHEET XX. 16 ROUNDABOUT TRUCK APRON CEMENT CONC. CURB & GUTTER (CURB 1). SEE WSDOT STD. PLANS F-10.18-03 ON SHEET XX. ROUNDABOUT CENTRAL ISLAND CEMENT CONC. (CURB 3). SEE WSDOT STD. PLAN 17 F-10.18-03 ON SHEET XX. 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 MINIMUM DENSITY PER STD. SPEC. 2-03.3(14)C. DATE REVISIONS �� 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 �Q% / ORCHARD PORT ORCHARD Wa PORT ORCHARD BETHEL $ LINCOLN ROUNDABOUT JOB NUMBER 20155 00% DESIGNED BY: K LANE 1 9 13 23 NO. DATE ENTERED BY: HENRY 9/13/23 I CHECKED : I. LEE P.E. 9/13/23 PROJ. ENGR.R.: I LEE P.E. 9 13 23 SHEET 24 OF 139 SHEETS Plotted By Kazuma Lane on 9\13\23 11:23 AM TYPICAL ROADWAY .SECTIONS Saved By: Kane on 9/7/23 9.17 AM G\Project\2020\20155 Port Orchard Bethel and Lincoln SC_RW_01.dwg I ENTERED BY: J. HENRY CHECKED BY: I. LEE P.E PROD. ENGR.: I LEE P.E. Plotted By Kazuma Lane on 9\13\23 11:23 AM Saved By: Klane on 8\29\23 4:47 PM G.AProject\2020\20155 Port Orchard Bethel and Lincoln MATCH EX. ROADWAY WIDTH I MATCH EX. ROADWAY WIDTH LANE I LANE MATCH EX. MATCH EX. MITCHELL RD SE TYPICAL ROADWAY SECTION - 1 NTS STA 47+12 TO STA 47+23 VARIES X—X' VARIES X—X' LANE I LANE 2.0% I 2.0% I 10 5 0.5' 7 MITCHELL RD SE TYPICAL ROADWAY SECTION - 2 NTS STA 47+32 TO STA 48+95 13, 9' 13' MITCHELL RD SE TYPICAL ROADWAY SECTION - 3 NTS STA 48+95 TO STA 49+60 12.8997' 13' LANE I SPUTTER I LANE ISL ND 2.0% 2.0% 5 I 10 0.5 7 15 n LINCOLN AVE SE TYPICAL ROADWAY SECTION - 1 NTS STA 107+15 TO STA 107+60 I 15.4' 1 4' 1 15.5999' LANE 2� 0% LANE I 10 5 5 0.5� 7 LINCOLN AVE SE TYPICAL ROADWAY SECTION - 1 NTS STA 107+60 TO STA 108+45 DATE REVISIONS 0.99 8' 6' SIDEWALK 1.5% MAX 6 12 0.5' 10 7' SIDEWALK 1.5% MAX r 0.5' 0. 9 8' 6' SIDEWALK 1.5% MAX 5 to !3SKI LLINOS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360)491-3399 Fax (360) 491-3857 ROADWAY SECTION KEY NOTES: O EX. ROADWAY BASE Q 0.2' PLANING & INLAY Q 0.5' HMA CLASS X/X" PG XXH—XX (X LIFTS OF X" & X"). 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 0.5' CEMENT CONC. SIDEWALK O 0.2' CRUSH SURFACING TOP COURSE (CSTC). WSDOT STANDARD SPEC. 9-03.9(3). to CEMENT CONC. CURB & GUTTER. SEE DETAIL ON SHEET XX. 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). 15 ROUNDABOUT CEMENT CONC. CURB & GUTTER (CURB 2). SEE WSDOT STD PLAN F-10.18-03 ON SHEET XX. 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 MINIMUM DENSITY PER STD. SPEC. 2-03.3(14)C. JOB NUMBER "p-W PORT ORCHARD BETHEL & 20155 ORCHARD 009 LINCOLN ROUNDABOUT SHEET 25 TYPICAL ROADWAY or PORT ORCHARD Wa SECTIONS 1 E9 EETS SH 6' 1"1 12.9' 9' 13.1' 1' 6' ROADWAY SECTION KEY NOTES: SIDEWALK LANE SPU R LANE SIDEWALK ISI�4ND OS 0.5' HMA CLASS X/X" PG XXH—XX (X LIFTS OF X" & X"). II 0.5' CRUSHED SURFACING BASE COURSE (CSBC). WSDOT SPEC. STANDARD 9-03.9(3). 2.0% 2.OX 3.• 1 0 1.0' CRUSHED SURFACING BASE COURSE (CSBC). WSDOT STANDARD SPEC 9-03.9(3). 6 6 8 12 I I I 12 9 O 0.5' CEMENT CONC. SIDEWALK IL g 15 I0.5' 7 5 7 0 5'9 0.2' CRUSH SURFACING TOP COURSE (CSTC). WSDOT STANDARD SPEC. 9-03.9(3). 1�f 10 13 10 CEMENT CONC. CURB & GUTTER. SEE DETAIL ON SHEET XX. MITCHELL RD SE TYPICAL ROADWAY SECTION — 3 ,z N TS o.5' TEXTURED &PIGMENTED CEMENT CONC. PAVEMENT STA M 50+54 TO SSA L 107+03 STA L 105+96 TO STA M 50 13 0.33' CRUSHED SURFACING BASE COURSE (CSTC). WSDOT STANDARD SPEC. 9-03.9(3). STA L 105+97 TO STA M 49+52 STA M 49+34 TO STA L 107+03 15 ROUNDABOUT CEMENT CONC. CURB & GUTTER (CURB 2). SEE WSDOT STD PLAN F-10.18-03 ON SHEET XX. SIDEWALK 1' CIRCULATING TRUGCK CENTER 16 ROADWAY APRON ISLAND CEMENT O STDNPLANS F-11018 03ROUDABOUT TRUCK RON SHEET XX.ONC. CURB &GUTTER (CURB 1). SEE WSDOT 17 ROUNDABOUT CENTRAL ISLAND CEMENT CONC. (CURB 3). SEE WSDOT STD. PLAN F-10.18-03 ON SHEET XX. MITCHELL RD SE TYPICAL ROUNDABOUT SECTION — 3 N TS X" COMPACTED DEPTH [GRIND AND INLAY WITH HMA CL X/X IN. PGXXH—XX EXISTING HMA J ASPHALT PAVING (GRIND AND INLAY) SECTION DETAIL NOT TO SCALE X X X FULL DEPTH PAVING X VARIES X—X' SEE ABOVE EX. ROADWAY PLANING BITUMINOUS PAVEMENT X.XX' COMPACTED DEPTH REQUIRED. HMA CL X/X IN. PG XXH—XX BUTT JOINT PLANING DETAIL NOT TO SCALE DATE I ENTERED BY: J. HENRY CHECKED BY: I. LEE P.E PROD. ENGR.: I LEE P.E. Plotted By Kazuma Lane on 9\13\23 11:23 AM Saved By: Klane on 8\29\23 4:47 PM G.AProject\2020\20155 Port Orchard Bethel and Lincoln REVISIONS !3SKI LLINGS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360)491-3399 Fax (360) 491-3857 ORCHARD PORT ORCHARD 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 MINIMUM DENSITY PER STD. SPEC. 2-03.3(14)C. PORT ORCHARD BETHEL $ 20155 LINCOLN ROUNDABOUT 100% SHEET 26 TYPICAL ROADWAY Or Wa SECTIONS 13g SHEETS SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA L 100+04.46, 10.60' LT L 100+86.81, 10.91' LT, MATCH EX. yp END 2p BEGIN L 100+71.78, 8.85' LT 0 BEGIN Q7 END—\ EX. ROW _ _ _ _ _ L 100+61.78, 8.81' LT MATCH EX. FLU� BEGIN n7 END(11 — 100+86.85, 17.45' LT :GIN QO _ F �F SCALE IN FEET 0 10 20 -- --�� I EX. ROW -- -- 2' -TMVS MVS MVS MVS 100+00 SE LUNDBERG RD L LINE L 100+00.00 PROJECT LIMITS L 100+61.76, 10.61' RT 7 8 MATCH EX. EX. BEGIN SIDEWALK -- - - — -- -- -- - -- EX. ROW PROFILE SCALE (FULL SIZE 22" X 34") 1"=10' HOR. 260 1"=3' VER. 255- 250 245 240 7.78' _ MVS 8.1IS MVS 17.45 101+00 ? � r _ � � PC:100+87.21 N CO + 11.49' 11.47' o s, a Is5.08' SIDEN L 100+71.76, 10.60' RT� MATCH EX. FL 1 2 2 g g BEGIN Q END L 100+71.75, 17.08' RT MATCH X. FL BEGIN D ENDJ L LINE (SE LUNDBERG RD) - PLAN VIEW STA:100+00 TO STA 101+20 1 - X. ROW PVI STA:100+61.77 PVI EL: 247.66 END PLANNING AREA 0.837 BEGIN PLANNING AREA EX. GRAD ® PROP. RADE 01 CONSTRUCT10 CONSTRU TION r 00 rnrn K) o r v� �� W L' W L, W L, N N N N N W W'o W L' 260 255 250 245 240 100+00 100+25 100+50 100+75 101+00 101+20 L LINE (SE LUNDBERG RD) - PROFILE VIEW STA:100+00 TO STA 101+20 DATE REVISIONS r SKILL 1 NGS 5Lacey Boulevard SE, Lacey, Washington 98503 (360360)491-3399 Fax (360) 491-3857 DESIGNED K. LANE 9/13/23 N0. DATE ENTERED BY:Y: J. HENRY 9/13/23 CHECKED BY: I. LEE P.E. 9/13/23 PROD. ENGR.: I. LEE P.E. 9 13 23 Platted By. Kazuma Lane on 9/13/23 11:24 AM Saved By Jslms on 9/13/23 11:04 AM G.AProject\2020\20155 Port Orchard Bethel and Lincoln\CAD\SHEETS\201553S_PP_03.dwg 0 CHARD. PORT ORCHARD LEGEND: CEMENT CONC. SIDEWALK ® HMA CL j IN. PG 581-1-22 PLANNING AND INLAY HMA CL } IN. PG 5811-22 PLANTER STRIP �— CEMENT CONIC. CURB & GUTTER C CUT F FILL RIGHT OF WAY Q CEMENT CONC. SIDEWALK. SEE CITY OF PORT ORCHARD STD. PLAN SIDEWALK -A ON SHEET 48. QCEMENT CONC. TRAFFIC CURB & GUTTER. SEE WSDOT STD. PLAN F-10.12-04 ON SHEET 49. 1 HMA PAVEMENT. SEE DEPTHS ON TYPICAL SECTIONS SHEET 22-26. Q PLANING & HMA INLAY. SEE TYP. SECTION DETAIL ON SHEET 22. Q TIE INTO EXISTING CURB & GUTTER Q TIE INTO EXISTING CEMENT CONIC. SIDEWALK 2p SAW CUT LINE. APPROX. 2' OFFSET FROM EX. EDGE OF ASPHALT PAVEMENT GRADING PLAN KEYNOTES: OFOR CURB & GUTTER FLOWLINE PROFILES SEE SHEETS 41 & 43. PORT ORCHARD BETHEL & 20155 LINCOLN ROUNDABOUT 100% SHEET 27 ROADWAY PLAN & PROFILE 139 Wa SHEETS L 101+54.99, 17.01' RT \0 BEGIN PROFILE SCALE (FULL SIZE 22" X 34") 1"=10' HOR. 260 1 "=3' VER. 255 250 245 240 SEC. 35 & 36, T.24N., RAE., W.M., KITSAP COUNTY, WA F — F 5 w f� L 102+49.66, 11.67' RT BEGIN Q END 3 10 L LINE (SE LUNDBERG RD) - PLAN VIEW STA:101+20 TO STA 103+19 PVI STA:10 +42.00 PVI ELEV: 248.33 PVI STA:102+50.00 K:24.71 PVI ELEV: 246.17 LVC: 70.00 K: 33.36 o M LVC:1 0.00 oco 01" 01" t +N +N +N LJ FINISHED GRADE N 0 o L i o w CONSTRUCTION w > v > 6im Ijiw > wLU > -------, __- -2.00q - - - - - - - - - - - - STA:101 +99.45 STA:102+43.14 ELEV: 248.13 ELEV: 247.51 DRIVEWAY DRIVEWAY EX. GRADE CONSTRUCTION q N OM 1� 1� f0 01 I� r NO 1" <0N t0 W 1M N 06,6 as QO tb 00 av C4a r r a n as tU <0 a <U as 0 <O a fU as vi C4C4 N N N N N N N Cl N N N N N N N N N Ww WW Ww W Ww W WIG- W Ww w G- 101+20 101+25 101+50 101+75 102+00 102+25 102+50 102+75 103+00 103+19 L LINE (SE LUNDBERG RD) - PROFILE VIEW STA:101+20 TO STA 103+19 DATE REVISIONS r SKILL 1 NGS (360 Lacey Boulevard Lacey, Washington 98503 (360)491-3399 Fax(360) 60)491-3857 / T—!QM �� PORT ORCHARD DESIGNED LANE 9 13 23 NO. DATE ENTERED BY:Y: J. HENRY 9/13/23 I CHECKED BY: I. LEE P_E 9/13/23 PROJ. ENGR.: I. LEE P.E. 9 13 23 Plotted By: Kozuma Lane on 9/13/23 11:24 AM Saved By: Jerns on 9/13/23 11.04 AM G.\Project\2020\20155 Port Orchard Bethel and Cmcoln\CAD\SHEETS\20155_PS—PP_03.dwg 260 255 250 245 111121el�D] CEMENT CONIC. SIDEWALK HMA CL } IN. PG 581-1-22 PLANNING AND INLAY HMA CL } PLANTER STRIP CEMENT CONIC. CURB & GUTTER C CUT F FILL - — RIGHT OF WAY Q CEMENT CONIC. SIDEWALK. SEE CITY OF PORT ORCHARD STD. PLAN SIDEWALK -A ON SHEET 48. 1 CEMENT CONIC. TRAFFIC CURB & GUTTER. SEE WSDOT STD. PLAN F-10.12-04 ON SHEET 49. QCEMENT CONIC. DEPRESSED CURB & GUTTER. AT CURB RAMPS AND DRIVEWAY ENTRANCES. SEE WSDOT STD. PLAN. F-10.12-04 ON SHEET 49. QCEMENT CONIC. CURB & GUTTER PAN. FOR RECTANGULAR FRAME & GRATES. SEE WSDOT STD. PLAN F-10.16-00 ON SHEET 49. QHMA PAVEMENT. SEE DEPTHS ON TYPICAL SECTIONS SHEET 22-26. 1 PLANTER STRIP W/ TOP SOIL TYPE A. SEE DEPTHS ON TYPICAL SECTIONS SHEETS 22-26. 1p COMMERCIAL DRIVEWAY ENTRANCE SEE CITY OF PORT ORCHARD PLAN DRIVEWAY-C ON SHEET 49. SEE DRIVEWAY GRADING PLAN ON SHEET 75.. GRADING PLAN KEYNOTES: OFOR CURB & GUTTER FLOWLINE PROFILES SEE SHEETS 41 & 43. ' %p,� 240 I � I 1 I PORT ORCHARD BETHEL & 20155 LINCOLN ROUNDABOUT 100% SHEET 28 ROADWAY PLAN & PROFILE 139 Wa SHEETS PG 58F -( SD SD— 15.11� 12 SD y18.99' t3 1 A 19.16' PC 15.42' c01 16.17' 1 L,ANJ� '\ 24.74' 4 �SI6EWgLK,6' F 5 o 54 . L 103+46.69, 23.$0RT END F \\\ �� L 103+83,79, 35.17' RT t _ Q BEGIN o .3 v o: u: Sb B 13+17.12, 25.84' LT Q END R3 DATE K. LANE 5 21 2 J. HENRY 5 21 2 CHECKED 5/21/2 Plotted By Kazuma Lane on 9/13/23 11:25 AM Saved By Jsims on 9/13/23 11:03 AM G:\Pro iect\2020\20155 Port Orchard Bethel and L/ 2A 16.42' SFF <lNF 18.72' SyFFe 3, -A REVISIONS jA SCALE IN FEET 0 0 20 17.82' S Oy i 1z i� 19.74' 12 • F� �S x os 00 2 17 qv- 1 L 105+39.80, 23.§7 END70. c L 10 +63.35 17.27' RT � .. r 13+1$.52, 27.89' RT GIN s o 5' 10' . B 14+80.92, 23.57' RT END 0 � 1 / �o ' p L 105+37.41, 21.51' LT BEGIN 0 L 105+62.02, 17.28' LT R7 BEGINQ \ Fl r` 151 SEE PROFILE VIEW ON SHEET 30 ! SKILLINCxS Tort QRcHARI) 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 PORT ORCHARD Wa LEGEND: CEMENT CONC. SIDEWALK — HMA CL k IN. PG 581-1-22 PLANNING AND INLAY HMA CL j IN. PG _ PLANTER STRIP CEMENT CONC. CURB & GUTTER C CUT F FILL RIGHT OF WAY CONSTRUCTION KEYNOTES: 0 CEMENT CONC. SIDEWALK. SEE CITY OF PORT ORCHARD STD.PLAN SIDEWALK —A ON SHEET 48. CEMENT CONC. TRAFFIC CURB & GUTTER. SEE Q WSDOT STD. PLAN F-10.12-04 ON SHEET 49. CEMENT CONC. CURB & GUTTER PAN. FOR Q4 RECTANGULAR FRAME & GRATES. SEE WSDOT STD. PLAN F-10.16-00 ON SHEET 49. QPLANTER STRIP W/ TOP SOIL TYPE A. SEE DEPTHS ON TYPICAL SECTIONS SHEETS 22-26. ROUNDABOUT TRUCK APRON CEMENT CONC. tt CURB & GUTTER (CURB 1). SEE WSDOT STD PLANS F-10.18-03 ON SHEET 50. ROUNDABOUT CEMENT CONC. CURB & GUTTER 12 (CURB 2). SEE WSDOT STD. PLAN F-10.18-03 ON SHEET 50. ROUNDABOUT SPUTTER ISLAND NOSING CURB. 13 SEE WSDOT STD. PLAN F-10.18-03 ON SHEET 50. ROUNDABOUT CENTRAL ISLAND CEMENT CONC. t4 CURB (CURB 3). SEE WSDOT STD. PLAN F-10.18-03 ON SHEET 50. GRADING PLAN KEYNOTES: FOR ADA RAMP GRADING, SEE SHEETS R7 — R8 70-73. Bt FOR BIKE RAMP GRADING, SEE SHEET ##• to — 4g FOR SPUTTER ISLAND PLANS & GRADING, SEE SHEETS 62-64. FOR TRUCK APRON AND CENTER Di ISLAND PLAN & GRADING SEE SHEET XX. OFOR CURB & GUTTER FLOWLINE PROFILES SEE SHEETS 41 & 43. OFOR ROUNDABOUT GRADING SEE SHEET 51. I � 7 KEYMAP JOB NUMBER PORT ORCHARD BETHEL & 20155 LINCOLN ROUNDABOUT 30% DESG SHEET 29 ROADWAY PLAN & PROFILE 139 PROFILE SCALE (FULL SIZE 22" X 34") 1"=10' HOR. 1"=3' VIER. 260 255 250 245 240 PVI STA:1 5+56.00 PVI ELEV:249.22 K:16 79 LVC: 6 .00 00 Nd +N Ln .. CENTER B 104+59.83 = cwi EX. GRADE ® ISLAND B 14+00.00 &i m CONSTRUCTION EL:248.26 c� m 2.2.00% 00% ------ — ---------- — --- --- - 0o-%------- r. --------- --- RUCK TRUCK APRON APR )N ROUNDABOUT B 103+99.83 ROADWAY L 103+99.83J L ROUNDABOUT FINISHED GRADE ® EL:247.66 ROADWAY CONSTRLICTION M N00 t0 N U) 0) U)� t0 (0 of �^ U) n nLo m N r U) 0)O O Lo O U) OM d �O r 06 r_z rn 06 n 0) r': ' n 0) LD Lb 0) c 4 0 o N N N N N N N N N N N N N N N N N N N C9 W C9 W 0 U W W 0 r9 W W U W C.B U W W C.) W (.� (.� L� W U W 0 d' L W U W U U' W W (.� W 103+19103+25 103+50 103+75 104+00 104+25 104+50 104+75 L LINE (SE LUNDBERG RD) - PROFILE VIEW STA:103+19 TO STA 105+73 SEE PLAN VIEW ON PREVIOUS SHEET 29 260 255 250 245 240 PROFILE SCALE (FULL SIZE 22" X 34") 1"=10' HOR. 1 "=3' VIER. 260 255 250 245 240 105+00 105+25 105+50 105+73 CENTER ISLAND B 14+00.00 = L 104+59.83 FINISHED GRADE EL:248.26 CONSTRUCTION --- —2.00% ---_—_--_— - 0011, 2.00" ----- ----------- 2.00% TRUCK ------___ 2.0 APRON ---- ___ OUNDABOUT ROADWAY TRUCK APRON APRON — — — — — — — — — — — — — — — — — — ROUNDABOUT EX. GRADE ROADWAY CONSTRUCTION � r, Nd CD ON (0 n t0 Nt0 n NN o(0 IN N O 0) LAN (0 OOO L LA 't d't d CO N N N N N N N N N N N N N N N N N CD W CO 00 W W (5 Li W cc 6 W W W U W U 0 W W •• V' W U ;^ V W Lil •• 00 W LL 260 255 250 245 240 12+93 13+00 13+25 13+50 13+75 14+00 14+25 14+50 14+75 15+00 B LINE (BETHEL RD SE) - PROFILE VIEW STA:12+93 TO STA 15+00 SEE PLAN VIEW ON PREVIOUS SHEET 29 DATE REVISIONS S K I L L I N G S 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 L ��'W ORCHARD PORT ORCHARD Wa PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT JOB NUMBER 20155 100% DESIGNED BY: K. LANE 9/13/23 NO. DATE ENTERED BY: J. HENRY 9/13/23 CHECKED I. LEE P.E. 9/13/23 PROD. ENGR.: I. LEE P.E. R.: 9/13/23 SHEET 30 1OF 39 SHEETS Plotted By Kazuma Lane on 9/13/23 11:25 AM ROADWAY PLAN &PROFILE saved B . Jsims on s 23 5:34 PM y / / G: Project 2020 20155 Port Orchard Bethel and Lincoln\CAD\SHEETS\20155_PS_PP_11.dw v mn rn = =Z fn fn f'1 � N ca 25.24' PROFILE 1 "=20' 265 V 260' 255 250 245 d SEC. 35 & 36, T.�4N., RA E., W.M., KITSAP COUNTY, WA\/ �z B 12+84.32, 1. 0' LT Q1 BEGIN 15 to END I B 12+84.91, 16.30' LT 1 BEGIN 8END B 12+63.59 20.39' LT g o 15 18 BEGIN I � 13 � I0 0 18.71' d �— ° 18.71' PRC.12+72.22 °S 19.64' 2 05 �4 °somas °s — F as �F 18.57 °s—°F B 12+48.29� 22.38' RTJ BEGIN � — F �F F -F PLAN VIEW STA 11+43 TO STA 12+85 (FULL SIZE 22" X 34") 14.72' -- ——-- F �B 12+70.41, 22.29' RT BEGINI END t5 1g 12+70.66, 16.76' RT GINQ END 18 PVI STA:12+65.03 PVI ELEV:250.96 K: 59.34 LVC: 80.00 M O O M N to + N N W PROP. GRADE ® N > CONSTRUCTION m m EX. GRADE CONSTRUCTION RR mao a) �� n NUNi aao as u�iuri to� N to to N tr)uT U) to0 N N N N N N N N N N N N N U6 00 (3 .. (:1 C� U (3 U' (3 Wli W W W WLi W WLi W Wli 265 260 255 250 245 11+43 11+50 11+75 12+00 12+25 12+50 12+75 12+93 10+00 B LINE (BETHEL RD SE) - PROFILE VIEW STA 11+43 TO STA 12+93 DATE REVISIONS !3SKILL 1 NGS (360 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 �� 0 RC HARD PORT ORCHARD Wa DESIGNED K. LANE 9/13/23 N0. DATE ENTERED BY:Y: J. L. HENRY 9/13/23 CHECKED BY: I. LEE P.E. 9/13/23 PROD. ENGR.: I. LEE P.E. 9 13 23 Platted By Kazuma Lane on 9/13/23 11:26 AM Saved By Jslms on 9/12/23 too PM G \Project\2020\20155 Port Orchard Bethel and Lincoln \CAD\SHEETS\20155 FS_PP_08.dw LEGEND: CEMENT CONC. SIDEWALK SCALE IN FEET HMA CL j IN. PG 58H-22 0 10 20 PLANNING AND INLAY HMA CL } IN. PG 58H-22 PLANTER STRIP CEMENT CONC. CURB & GUTTER C CUT F FILL RIGHT OF WAY CONSTRUCTION KEYNOTES: 0 CEMENT CONC. SIDEWALK. SEE WSDOT STD. PLAN F-30.10-04 ON SHEET 48. QCEMENT CONC. TRAFFIC CURB & GUTTER. SEE WSDOT STD. PLAN F-10.12-04 ON SHEET 48. CEMENT CONC. CURB & GUTTER PAN FOR RECTANGULAR FRAME & 0 GRATES. SEE WSDOT STD. PLAN F-10.16-00 ON SHEET 49. 12 ROUNDABOUT CEMENT CONC. CURB & GUTTER (CURB 2). SEE WSDOT STD. PLAN F-10.18-03 ON SHEET 50. t3 ROUNDABOUT SPUTTER ISLAND NOSING CUR. SEE WSDOT STD. PLAN F-10.18-03 ON SHEET 50. t5 CEMENT CONC. PEDESTRIAN CURB. SEE WSDOT STD. PLAN F-10.12-04 ON SHEET 49. 1a BIKE RAMP. SEE GRADING KEYNOTES ON THIS SHEET. GRADING PLAN KEYNOTES: R9 — R16 FOR ADA RAMP GRADING, SEE SHEETS 70-73. 2A FOR SPUTTER ISLAND PLANS & GRADING, SEE SHEETS 62-64. B2 & B3 FOR BIKE RAMP GRADING, SEE SHEET ##. OFOR CURB & GUTTER FLOWLINE PLANS SEE SHEETS 45 & 46. PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT ROADWAY PLAN & PROFILE 1 1 I I I I KEYMAP 20155 100% 31 OF 139 SHEETS ------------------- - - - - -_ EX ROW _ - SEC. 35 & 36, T.24N., RAE., W.M., KITSAP COUNTY, WA ---------------------- EX. ROW B 9+96.65, 19 ' LT ---------- - ---- -------i 20 END S 1 - -SS — — SS SS SS SS -B-,tQ+06.69, J9.58M LT_ _M _ —M - - —M - - -M BN9+96.64, 17.89, LT B 9+96.67, 23.44' LT ATCH X. �BLGIN Oj END- — —M — - -REGrN �n — —M — — —M — — —M — — —M — — —M — — —M — — —M — - m — — M -M — — —M — — —M — — —M — BEGIN 20 B 9+86.72, 17,81' LT 3 e 3�� dH0 dH0 dHO dH0 dH0 dH0 7 19 BEGIN dH Fd�lO — —dH0 dH0 �P dH0 dH0 O dH0 dF o—— o— o— oo—oo — —o o—o o —� SAW SAW 2 19.42' 4118. 9+00 - - I - 20.46' SAW SAW SAW -------------- EX. ROW B 9+06.33, 20.30' RT MATCH EX. B 9+86.76, 18.48' RT BEGIN 20 MATCH EX. _ - 7 19 BEGIN PROFILE SCALE (FULL SIZE 22" X 34") 1"=20' HOR. 265 1"=5' VER. 1 260 1 255 1 250 1 245 24.07' 10± 11+00 as >�IIS - os� as F F F F C C C F F F ----------- B 9+96.84, 18.44' RT - - — _ BEGIN END�7 � ;`�-------------- EX. ROW B 9+96 86, 23.34' RT BEGIN 1�) PLAN VIEW STA 9+75 TO STA 11+43 ------__ PROP. GRADE - - - - CONSTRUCTION -- -- ------ -_-3_35% PVI STA:9+90.43 PM EL: 260.15 EX. GRADE MATCH EX GRADE CONSTRUCTION O (O O IA t0 r 00 M N 00 01 c0 O �2 01 (0 M 00 �0 I[1 00 01 In O r� 04 N .. O N .. 0; Qj 00 00 00 I� to (G N N N 04 N N N N N N N N N (� W C9 W C9 W C9 W (3 W (3 C9 t y W U' W f9 C9 W W (3' W 0 U' l i W �� 0 W C9 l i 9+00 9+25 10+00 DATE DESIGNED BY: K. LANE 9 13 2 ENTERED BY: J. HENRY 9 13 2 CHECKED BY: I. LEE P.E. 9/13/2 PROD. ENGR.: I. LEE P.E. 9 13 2 Plotted By Kazuma Lane on 9/13/23 11:26 AM Saved By Jsinn on 9/12/23 1:40 PM G: Pro'ect 2020 20155 Port Orchard Bethel and Lincoln \CAD\SHEETS\2011 9+50 9+75 10+00 10+25 10+50 10+75 11+00 11+25 11+43 B LINE (BETHEL RD SE) - PROFILE VIEW STA 9+75 TO STA 11+43 REVISIONS rSKILLINGS �ofit ORCHARD 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 PORT ORCHARD Wa 265 260 255 250 245 SCALE IN FEET 0 10 2C LEGEND: CEMENT CONC. SIDEWALK — HMA CL j IN. PG 581-1-22 PLANNING AND INLAY HMA CL } IN. PG PLANTER STRIP CEMENT CONC. CURB & GUTTER C CUT F FILL RIGHT OF WAY CONSTRUCTION KEYNOTES: QCEMENT CONC. TRAFFIC CURB & GUTTER. SEE WSDOT STD. PLAN F-10.12-04 ON SHEET 50. QHMA PAVEMENT. SEE DEPTHS ON TYPICAL SECTIONS, SHEETS 22-26. Q PLANING & HMA INLAY. SEE ROADWAY GRIND & INLAY DETAIL ON SHEET 50. 19 TIE INTO EXISTING HMA PAVEMENT. 20 SAWCUT LINE. APPROX. 2' OFFSET FROM EX. ASPHALT PAVEMENT EDGE t0 L I 1 — 1 I I KEYMAP JOB NUMBER PORT ORCHARD BETHEL & 20155 100% LINCOLN ROUNDABOUT SHEET 32 ROADWAY PLAN & PROFILE 139 SHEETS B 15+�13.65, 24.49' LT / END \ ROW PROFILE SCALE (FULL SIZE 22" X 34") 1"=10' HOR. 1 "=3' VER. 255 250 245 240 235 DATE I ENTERED BY: J. HENRY Platted By JsiKazuma Lane on 9/13/23 11:27 AM By Saved on 9/1,123 1:39 PM G.AProject\2020\20155 Port Orchard Bethel and Lincoln \EC. 35 & 36, T.24N., RAE., W.M., KITSAP COUNTY, WA F 15+39.23, 24.34' LT Do F w� 0 B LINE (BETHEL RD SE) - PLAN STA:15+00 TO STA: 16+86 PVI STA: 15+85.75 PVI ELEV: 244.55 K: 33.23 LVC: 51.44 0(0 r-K) PROP. GRADE ® f N m N CONSTRUCTION U m U > m W EX. GRADE CONSTRUCTION CE r N �N p�j LQ �M U')a a ri av as vv N N N N N N N N N N 00 6 00 U' 00 00 W Li W W Li W W Li W Li 15+00 15+25 15+50 15+75 16+00 16+20 B LINE (BETHEL RD SE) - PROFILE VIEW STA:15+00 TO STA:16+20 REVISIONS 255 250 245 240 235 !iSKI LLINOS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360)491-3399 Fax (360) 491-3857 0 CHARD. PORT ORCHARD SCALE IN FEET 0 10 20 LEGEND: CEMENT CONC. SIDEWALK HMA CL } IN. PG 5811-1-22 PLANNING AND INLAY HMA CL } IN. PG 58H-22 PLANTER STRIP ^- �- CEMENT CONC. CURB & GUTTER C CUT F FILL - RIGHT OF WAY ROADWAY CONSTRUCTION KEYNOTES: 0 CEMENT CONC. SIDEWALK. SEE WSDOT STD PLAN F-30.10-04 ON t SHEET 48. QCEMENT CONC. TRAFFIC CURB & GUTTER. SEE WSDOT STD. PLAN 2 F-10.12-04 ON SHEET 49. CEMENT CONC. CURB & GUTTER PAN. FOR RECTANGULAR FRAME Q& GRATES. SEE WSDOT STD. PLAN F-10.16-00 ON SHEET XX. FOR 4 CATCH BASIN LOCATIONS SEE STORMWATER PLAN & PROFILE SHEETS ON 76-##. QHMA PAVEMENT. SEE DEPTHS ON TYPICAL SECTIONS SHEETS s 22-26. QPLANING & HMA INLAY. SEE ROADWAY GRIND & INLAY DETAIL ON 7 SHEET 50. Q TIE INTO EXISTING CURB & GUTTER ROUNDABOUT CEMENT CONC. CURB & GUTTER (CURB 2). SEE 12 WSDOT STD. PLAN F-10.18-03 ON SHEET 50.. GRADING PLAN KEYNOTES: R1 - Re FOR ADA RAMP GRADING, SEE SHEETS 70-73. B1 FOR BIKE RAMP GRADING, SEE SHEET ##. FOR SPLITTER ISLAND PLANS & GRADING, SEE SHEETS 62-64. OFOR TRUCK APRON AND CENTER ISLAND PLAN & GRADING SEE SHEET XX. OFOR CURB & GUTTER FLOWLINE PROFILES SEE SHEETS 41 & 43. O FOR ROUNDABOUT GRADING SEE SHEET 51. PORT ORCHARD BETHEL & 20155 LINCOLN ROUNDABOUT 100% SHEET 33 ROADWAY PLAN & PROFILE 13g Wa SHEETS SEC. 35 & 36, T.24N., RAE., W.M., KITSAP COUNTY, WA B 16+26.70, 24.23' LT END 0 B 16+2 .70, 21.07' LT BEGIN 2p B 16+27.94, 17.81' LT B 17+53.34, 19.99' LT BEGIN �7 END ` — — — — — pEEX.ROW B 16+37.94, 17.82' LT BHP OHP OHP OHP OHP —SS—SS —SS SS — — — SAWSAW SAW SAW SAW—W AW K 24.23' D I 17.88' mn m= / 0 m m _ BETHEL RD SE - n+oo m - �- - - aN° 17+66 B LINE - CIA + 17.68' BN116+37.97, 17.70' RT / aN° 24.23' 7 8 ago 9 SAW SAW �..,., _ SAW TB —-—OHPB 16+27.97, 17.71' RT ---EX. ROW -----------BEGIN 7Q END Q B 17+58.86, 19.65' RTB 16+27.96, 19.71' RT 20 END BEGIN 20 B LINE (BETHEL RD SE) - PLAN 16+27.94, 24.23' RT STA:16+20 TO STA: 17+66 END 0 PROFILE SCALE (FULL SIZE 22" X 34") 1 "=10' HOR. 1 "=3' VER. 255 250 245 240 235 FINISHED GRADE CONSTRUCTION —0.70" 0.21% - - - - - - - - -------0.7 %----------0.95--------0.57%_ -0.40% PVI STA: 16+ 7.50 PVI EL: 244.21 MATCH EX. EX. GRADE CONSTRUCTION It f7 M N O DO f0 In � N04 N N N N 04 N L� N N� N NU' NL� eqN Lf W L, W W W U W W W 16+20 16+25 DATE ENTERED BY: J. HENRY CHECKED BY: I. LEE P.E. PROJ. ENGR.: I LEE P.E. Plotted By Kazuma Lane on 9\13\23 11:27 AM Saved By: A- on 9\12\23 1.39 PM G.AProject\2020\20155 Port Orchard Bethel and Lincoln 16+50 16+75 17+00 B LINE (BETHEL RD SE) - PROFILE VIEW STA:15+00 TO STA: 17+66 REVISIONS 17+25 17+50 17+66 255 250 245 240 235 SCA-E IA FEET 0 10 20 LEGEND: CEMENT CONC. SIDEWALK — HMA CL j IN. PG 58H-22 PLANNING AND INLAY HMA CL } IN. PG 58H-22 PLANTER STRIP �— CEMENT CONC. CURB & GUTTER C CUT F FILL - RIGHT OF WAY ROADWAY CONSTRUCTION KEYNOTES: 0 CEMENT CONC. TRAFFIC CURB & GUTTER. SEE WSDOT STD. PLAN F-10.12-04 ON SHEET 49.. 0 HMA PAVEMENT. SEE DEPTHS ON TYPICAL SECTIONS SHEETS 22-26. QPLANING & HMA INLAY. SEE ROADWAY GRIND & INLAY DETAIL ON SHEET 50. 1 TIE INTO EXISTING CURB & GUTTER 20 SAWCUT LINE. APPROX. 2' OFFSET FROM EX. ASPHALT PAVEMENT EDGE �� O%4 QkCHARD PORT ORCHARD BETHEL &100% LINCOLN ROUNDABOUT 20155 SHEET 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 � PORT ORCHARD Wa 34 or 139 SHEETS ROADWAY PLAN & PROFILE GRADING PLAN KEYNOTES: R9 - R16 FOR ADA RAMP GRADING, SEE SHEETS 70-73. FOR SPUTTER ISLAND PLANS & GRADING, SEE SHEETS 62-64. XX FOR DRIVEWAY PLAN & GRADING SEE SHEET 75. OFOR TRUCK APRON AND CENTER ISLAND GRADING PLAN SEE SHEETS 47. OFOR CURB & GUTTER FLOWLINE PLANS SEE SHEETS M 50+69.13, ;5�99END 45 & 46. M 50+ 1.04, 20. 0 LT O? FOR ROUNDABOUT GRADING PLAN SEE SHEET 57. 17 BEGIN 16 ENDS M 50+53.97, 26.12' LT L 106+58.25, 26.43' LT J15 END- 15 BEGIN L 106+56.80, 2 .04' LT 16 BEGIN 3 0 w L 106+33.91, 17.87' LT w 6 END -- - - - -- - - - - - - EX_ROW--------- - - - --- - 1 SEC. 35 & 36, T.24N., RAE., W.M., KITSAP COUNTY, WA SID�wk1-y L 106+rrtza = 15.54 i MATCH LINE M 50+70 SEE SHEET 39 - 12.99'14.7V N eoo I. oar. a aeae 7B asap I.. rP' I: 50+00.3 __-- S S 4J F\ a. \ 's S16�WALK 10 4 2 2 G- - v 3 L 1 +34.59, 17.5 ' RT �x wr w- - ` EX. ROW ---i- ; L 106+57.91, 211A3' RT 1g BEGIN P 4 L"106+06.59, 17. 1' RT L 106+61.391, 29.71' RT C Q3 BEGIN TEND 15 BEGIN M 49+51.82, 23.11' 17 LT, BEGIN 15 END M 49+ 3.00, 17. 5' LT, 17 BEGIN 16 END M 49+36.68, 15.38' LT 1 17 END M 50 66.67, 18.26' RT F END 1 17 M 50+ 3.25, 2 .03' RT BEGIN 17 END 16 M 50+ 4.21, 25.88' RT BEGIN 17 END 115 16.95' L 107+64.65, 26.36' LT BEGIN 15 END 17 L 107+62.17, 20.66' LT BEGIN 16 END 17 L 107+78.57, 16.89' LT END 1 17 -EX. ROW -o J\PH `-- F - K 14.18' 4 D LINCOLN AVE SE m r �z L LINE- - m 107 68.88 69 LA 0 13.71' J 00 LL �/ 0 1 � 1v W Q 6' Rig 3-' s 5, W I J OG F F F U I �.Q��4`� Pam,. F ------- _ EX. ROW " L 107+84.22, 16.34' RT OR L 107+62.9217 , 23.11' RT BEGIN 1g END17 NL 17.03' / lw BEGIN END16 58' L 107+62.40, 17.15' RT BEGIN 17 END 15 55.7 5A M 49+ 151.40, 2 .01' RT BEGIN END 17 °ooe I °ooe, 5B s '� M 49+54.62, 2 .73' RT BEGIN 1s END 17 12 24' M 49+34.89, 15.83' RT _ 12' BEGIN 1 17 49+34 MATCH SEE SHEET 38 SEE PROFILE VIEW ON SHEET 36 T SCALE IN F-hI LEGEND: ° 0 J0 CEMENT CONC. SIDEWALK HMA CL } IN. PG 58H-22 PLANNING AND INLAY HMA CL I IN. PG 58H-22 PLANTER STRIP CEMENT CONC. CURB & GUTTER C CUT F FILL RIGHT OF WAY CONSTRUCTION KEYNOTES: Q CEMENT CONC. SIDEWALK. SEE WSDOT STD. PLAN F-30.10-04 ON SHEET 48. 0 CEMENT CONC. TRAFFIC CURB & GUTTER. SEE WSDOT STD. PLAN F-10.12-04 ON SHEET 48. CEMENT CONC. DEPRESSED CURB & GUTTER. AT CURB RAMPS 1 AND DRIVEWAY ENTRANCES. SEE WSDOT STD PLAN. F-10.12-04 ON SHEET 49. QCEMENT CONC. CURB & GUTTER PAN. FOR RECTANGULAR FRAME & GRATES. SEE WSDOT STD. PLAN F-10.16-00 ON SHEET 49. 0 PLANTER STRIP W/ TOP SOIL TYPE A. SEE DEPTHS ON TYPICAL SECTIONS SHEETS 22-26. 11 ROUNDABOUT TRUCK APRON CEMENT CONC. CURB & GUTTER (CURB 1). SEE WSDOT STD PLANS F-10.18-03 ON SHEET 50. 12 ROUNDABOUT CEMENT CONC. CURB & GUTTER (CURB 2). SEE WSDOT STD. PLAN F-10.18-03 ON SHEET 50. 14 ROUNDABOUT CENTRAL ISLAND CEMENT CONC. CURB (CURB 3). SEE WSDOT STD. PLAN F-10.18-03 ON SHEET 50. 15 CEMENT CONC. PEDESTRIAN CURB. SEE WSDOT STD. PLANS F-10.12-04 ON SHEET 48. 16 1' STAMPED CONC. BUFFER STRIP. SEE DEPTHS ON TYPICAL CROSS SECTION SHEETS 26. PARALLEL ADA CURB RAMP. SEE GRADING KEYNOTE ON THIS 17 SHEET. FOR DETAILS SEE WSDOT STD. PLAN F-40.12-03 ON SHEET 50. 11 KEYMAP DATE REVISIONS SKILL 1 NGSQkCHARD 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 �Q% / � PORT ORCHARD Wa PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT JOB NUMBER 20155 100% DESIGNED BY: K LANE 1 9 13 23 NO. DATE ENTERED BY: HENRY 9/13/23 CHECKED I I. LEE P.E. 9/13/23 R.: PROJ. ENGR.: I LEE P.E. 9 13 23 SHEET 35 or 39 SHEETS Plotted By Kazuma Lane on 9\13\23 11:27 AM ROADWAY PLAN & PROFILE saved By: ds�ms on 9/7/23 s.s2 PM G\Project\2020\20155 Port Orchard Bethel and Lincoln\CAD\SHEETS\20155-PS-PP-06.dwg PROFILE SCALE (FULL SIZE 22" X 34") 1"=10' HOR. 1"=3' VER. .65 .60 .55 .50 .45 PVI TA:106+55.00 PM STA:1 7+74.00 PVI ELEV:253.86 PVI ELEV:256.24 K:12.29 K: 47 96 LVC:33.00 L 107+10.38 = LVC:4 COD 0 rn 0 rn M 50+00.33 000 0 0 m o m- EL: 254.97 o m o a PROP. GRADE +N ® (p +N (0 +N 1. }N n CONSTRUCTION 0 w 0 tii o t;•i o t;•i EX. GRADE ® > In w m cii W CONSTRUCTION m w __ ___------ W CENTERLINE 1. 2% -.00% — — — — ROUNDABOUT ROU TRUC DABOUT APRON ROADWAY _ ---- - - - - ROADWAY 00 I� r 1n 00 0 00 n 00 M N 01 r, t0 N N Lo r� O 0 00 (0 0) n 00 M M N u7 06 O a0 O of U) � O u7 (V ifl N M Hi Hy rA Lo u7 Ui Lo 10 Into Lo (n Lo Lo (0 M <OCC IA Lr N N N N N N N N N N N N N N N N N N N WL- W W WL- W� W W W W W W W W W WU -LL 105+73 105+75 106+00 DATE ENTERED BY: J. HENRY CHECKED BY: I. LEE P.E. PROD. ENGR.: I. LEE P.E. Plotted By Kazuma Lane on 9/13/23 11:28 AM Saved By Jsims on 9/7/23 5:52 PM G:\Project\2020\20155 Port Orchard Bethel and Lincoln 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 35 PROFILE SCALE (FULL SIZE 22" X 34") 1"=10' HOR. 1 "=3' VIER. 270 265 260 255 250 ZOO 260 255 250 LQ N N 107+50 107+75 108+00108+02 PVI STA: 4 +16.50 PVI STA,: 50+53.00 PVI ELEV: 256.65 PVI E EV: 253.92 K: 51.44 : 15.18 LVC: MOO LV : 25.00 M M ILO (O 11 0 (A OD n CO ,� o vi ri + N + N + + N Co �LJ to41 41 Ln 0 0 m 0 0 w PROP. GRADE ® U j m 0 U w m w CONSTRUCTIO rL m w EX. GRADE CONSTR JCTION M 50+00.33 = L 107+10.38 EL: 254.97 TRUCK APRON ROUNDABOUT ROADWAY ROUNDABOU TT� ROADWA mO00i n MO �0000 cd N (o Co W) LON ui (ri to NLO In n LOU) a a Lo ri Li N N N N N N N N N N N N 00 W CD W W 0 W W 00 W 6 W W 00 W 00 W W W 270 265 260 255 250 49+34 49+50 49+75 50+00 50+25 50+50 50+70 M LINE (MITCHELL RD SE) - PROFILE VIEW STA:49+34 TO STA 50+70 SEE PLAN VIEW ON PREVIOUS SHEET 35 REVISIONS rSKILLINGiS 084 ORCHARD 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 PORT ORCHARD Wa PORT ORCHARD BETHEL & 20155 LINCOLN ROUNDABOUT 100% SHEET 36 ROADWAY PLAN & PROFILE OF 139 SHEETS EX. ROW L 108+60.58, 17.49' LT 20 BEGIN LSD C H-- "PH -__ LSD UPH �_ t 108+60.67, 12.67' LT F 1 BEGIN N O + 713+71' 00 _ ON-) 16.1 LINO—O NIx AVE SE LL\E li 13 \14.39' —F r —F \° EX. ROW L 108+61.18, 11.08' RT I / D:108+51.66 SEC. 35 & 36, T.24N., R.1 E., W.M., KITSAP COUNTY, WA L 108+70.28, 13.87' LT L 108+84.44, 30.84' LT FEND 7 18 MATCH EX. FL END r2Ya-**) LSD SD— ' o Upy spy Dyp_ \ \/H 6 I �� w fp\ s F j Q L 108+61.25, 13.19 RT-1 20 BEGIN L 108+71.50, 10.85' RT MATCH EX. 7 18 END L 108+84.46, 14.18' RT L LINE (LINCOLN AVE SE) - PLAN VIEW 16 END STA:108+00 TO STA: 109+50 PROFILE SCALE (FULL SIZE 22- X 34-) 1 "=10' HOR. 1 "=3' VER. 270 265• 260- 255- 250- L 108+85.53, 30.42' LT MATCIJ EX. END p 18 20 II a SD H \ "ply ROW Dy \Upy \ 9S Dyp � \ .L-109+50.00 F-PROJECT LIMITS �L 109+04.24, 10.58' RT MATCH END 7 18 L 109+04.34, 13.34' RT MATCH EX. FL END 2 8 L 109+04.02, 19.25' RT MATCH END 1 9 PVI STA: 1 8+24.00 PVI ELEV: 256.79 K: 2 .40 LVC: 23.00 N LLO n U) LOn N + + 04 o �i o w N m FINISHED N GRADE w CONSTRUCTION m w 2.21 —7— ------- 1 EX. — GRADE STA: 108+60. [ELEV: 4 CONSTRUCTION 257.61 MATCH EXIST114G ASPHALT PAVEMENT ENDS N ^ M Maj N CD N N N N N c V N N W w W W W W W W� 108+02 108+25 108+50 108+75 109+00 109+25 L LINE (LINCOLN AVE SE) - PROFILE VIEW STA:108+02 TO STA: 109+50 DATE REVISIONS DESIGNED LANE 9/13/23 N0. DATE r SKILL 1 NOS ENTERED BYY:: I J. HENRY 9/13/23 CHECKED : I. LEE P.E. 9/13/23 PROJ. ENGR.R.: I LEE P.E. 9/13/23 Platted By Kazuma Lane on 9/13/23 11:29 AM Saved By: Js,ms on 9/12/23 1.39 PM (360 Lacey Boulevard SE, Lacey, Washington 98503 (360)491-3399 Fax (360) 491-3857 G.AProject\2020\20155 Port Orchard Bethel and Lincoln\CAD\SHEETS\20155—PS—PP-06—b.dwg 109+50 n •270 •265 •260 •255 •250 0 CHARD. PORT ORCHARD LEGEND: CEMENT CONC. SIDEWALK HMA CL I IN. PG 58H-22 PLANNING AND INLAY HMA CL j IN. PG 58H— PLANTER STRIP CEMENT CONC. CURB & GUTTER SCALE IN FEET C CUT 0 10 20 F FILL RIGHT OF WAY CONSTRUCTION KEYNOTES: 0 CEMENT CONC. SIDEWALK. SEE WSDOT STD. PLAN F-30.10-04 ON SHEET XX. QCEMENT CONC. TRAFFIC CURB & GUTTER. SEE WSDOT STD. PLAN F-10.12-04 ON SHEET XX. 0 HMA PAVEMENT. SEE DEPTHS ON TYPICAL SECTION SHEETS XX_XX. PLANING & HMA INLAY. SEE ROADWAY GRIND & INLAY DETAIL ON SHEET XX. Q8 TIE INTO CURB & GUTTER 1 TIE INTO EXISTING CEMENT CONC. SIDEWALK 12 ROUNDABOUT CEMENT CONC. CURB & GUTTER (CURB 2). SEE WSDOT STD. PLAN F-10.18-03 ON SHEET XX. 13 ROUNDABOUT SPUTTER ISLAND NOSING CURB. SEE WSDOT STD. PLAN F-10.18-03 ON SHEET XX. 16 1' STAMPED CONC. BUFFER STRIP. SEE DEPTHS ON TYPICAL CROSS SECTION SHEETS XX. 18 TIE INTO EXISTING HMA PAVEMENT GRADING PLAN KEYNOTES: 7e FOR SPUTTER ISLAND PLANS & GRADING, SEE SHEETS 62-64. ;6' _ I � I � I I KEYMAP PORT ORCHARD BETHEL & 20155 LINCOLN ROUNDABOUT 100% SHEET 37 ROADWAY PLAN & PROFILE 139 Wa SHEETS SEC. 35 & 36, T.24N., RAE., W.M., KITSAP COUNTY, WA 0 EX"ROW ROW — - - — - - — - - — - -- ?10---------m ------ EX. RO ---------------- _ - - — - - M 48+22.59, 12.96' LT — - - - M 47+72.59, 11.79' LT M 48+12.59, 9.97' LT BEGIN 0 MATCH 20 EX. FL 7 18 BEGIN o allo dHo dH0 — .x - dH0 — M 48+22.57, 9.93' LT d +o ss xxx aws xxx-x x xu�c'x- _xxx-xx' 4. x xxx 8 BEGIN Q END Qj dr+o SS — s d SS r.-xxx-xxx-xxx-xxx-xxx-xxx-xxK-xxx- x>F xxx-xx�xxx-xxx-xxx-xx�xxx-xxx dH0 - dH0- SS ' _ —SS — -Q —SS — — N -9S — a� SAW SAW A J O 48+00 �M 47+50.00 PROJECT LIMITS SA _ -nn - 7Bcrn - _ _ nn Hdn - - SD SD— — — SD— — — SD— — — SD— — \ M 47+72.59, 12.15' RT MATCH EX. FL BEGIN 5 20 ------EX. ROW--------- PROFILE SCALE (FULL SIZE 22" X 34") 1 "=10' HOR. 270 1 "=5' VER. 1 265 1 260 1 255 1 250 MITCHELL RD SE— — — + — _' ` I- - M LINE 13 N dM- - - - - SD— — SD— — — SD— — — SD— M 48+ 2.59, 9.90' RT 1 L+ BEGIN END Q7 7M 48+22.59, 12.96' RT END 0 --� ----- EX. ROW _M 48+12.59, 9.95' RT BEGIN 7 1g 1I --—--—--—--—-- — - - — -- EX. ROW M LINE (MITCHELL RD SE) - PLAN VIEW STA:47+00 TO STA: 49+34 PVI E EV:256.65 : 51.44 L C: 90.00 PVI STA: 48+22.59 Up n PVI AjTCH EL: 260.18 EX I:00 'tG.i ------- -- Gi> --------------- >m ---�75 EX. GRADE ® _T�� ----- __ CONSTRUCTION — - - - - PROP. GRADE 0 CONSTRUCT10 O 01 O 01 l0 O p (0N N N 010 (0 M ro 00 Nn U1 M 0C11) (OO <0 O OCO OU' 0U' OU' to 11 In OCO to CNUO' 10 fNC0 NC14 N N N N CO U0 U' CO W W W W W W li W W li W W li 47+00 47+25 ENTERED BY: J. HENRY CHECKED BY: I. LEE P.E. PROJ. ENGR.: I LEE P.E. Platted By Kazuma Lane on 9/13/23 11 29 AM Saved By: Js,ms on 9\12/23 1.44 PM 0:\Project\2020\20155 Port orchard Bethel and oncoln 47+50 47+75 48+00 48+25 48+50 48+75 M LINE (MITCHELL RD SE) - PROFILE VIEW STA:47+00 TO STA: 49+34 DATE REVISIONS /3 23 N0. DATE KILL 1 NGS /13/23 /13/23 /13 23 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360)491-3399 Fax (360) 491-3857 ETS\20166_PS_PP 07.dw9 49+00 49+25 49+34 ORCHARD PORT ORCHARD Wa 270 265 260 255 250 00001,0VVI SCALE IN `E-T 0 20 LEGEND: CEMENT CONC. SIDEWALK HMA CL j IN. PG 58H-22 PLANNING AND INLAY HMA CL I IN. PLANTER STRIP ^—�— CEMENT CONC. CURB & GUTTER C CUT F FILL RIGHT OF WAY CONSTRUCTION KEYNOTES: Q CEMENT CONC. TRAFFIC CURB & GUTTER. SEE WSDOT STD. PLAN F-10.12-04 ON SHEET 49. CEMENT CONC. CURB & GUTTER PAN. FOR RECTANGULAR FRAME & GRATES. SEE WSDOT STD. PLAN 0 F-10.16-00 ON SHEET 49. 0 HMA PAVEMENT. SEE DEPTHS ON TYPICAL SECTION SHEETS 22-26. 0 PLANING & HMA INLAY. SEE ROADWAY GRIND & INLAY DETAIL ON SHEET 26. 0 TIE INTO CURB & GUTTER Q TIE INTO EXISTING CEMENT CONC. SIDEWALK 12 ROUNDABOUT CEMENT CONC. CURB & GUTTER (CURB 2). SEE WSDOT STD. PLAN F-10.18-03 ON SHEET 50. 13 ROUNDABOUT SPUTTER ISLAND NOSING CURB. SEE WSDOT STD. PLAN F-10.18-03 ON SHEET 50. 18 TIE INTO EXISTING HMA PAVEMENT 20 SAWCUT LINE. APPROX. 2' OFFSET FROM EX. ASPHALT PAVEMENT EDGE. Lj ,o 6' I I I KEYMAP PORT ORCHARD BETHEL & 20155 LINCOLN ROUNDABOUT 100% SHEET 38 ROADWAY PLAN & PROFILE 139 SHEETS 58H- EX. ROW �....� .• 13 M 5t 1.53, 13.91' LT — — M 52+27.53, 11.28' LT END _ END o M 51+21.60, 8.32' LT ) EX_ ROW BEGIN 7 pp END 52+02.87, 9.00' LT' END i ado ss M 51+21.90, 13.19' RT�G — G H G —Hdn —. Hdn Q7 BEGIN QEND,,� G__C— —G— — G— HG �"do — G — — SDM 51—+28.45, 13.27' RT S ss SD— — MATCH EX. FIL ass Q END �rL - PROFILE SCALE (FULL SIZE 22" X 34") 1"=10' HOR. 1 "=5' VER. 265 260 255 250 245 UPH - - / SAWS! o - _ S2+30 IM52+29.43 — PROJECT LIMITS SD— — — _ SD— — — G �-- G—C M 52+03.12, 12.66' RT So— MAJ0i EX. FIL — SD- -ss 7 18 BEGIN --SS— - -—ss— qre—SS- -nT— = c) rt-nA— O�ti- o� M LINE (MITCHELL RD SE) - PLAN VIEW STA:50+70 TO STA: 52+30 PVI STA:51+21.51 PVI EL: 253.68 MATCH EX. -- - - - - - - - - 0-35% P OP. GRADE ® EX. GRADE C NSTRUCTION q CONSTR JCTION O0 00 OR n I" N Lo � M rM Lo rM r7 Lo • • Nj Nj • • r'7 LO ri U L N N N CA N N N N N N WU_ Wlei W W W W W 50+70 50+75 51+00 51+25 51+50 51+75 52+00 M LINE (MITCHELL RD SE) - PROFILE VIEW STA:50+70 TO STA: 52+30 DATE REVISIONS DESIGNED K. LANE 9/13/23 N0. DATE r SKILL 1 NOS ENTERED BY:Y: J. J. HENRY 9/13/23 CHECKED : I. LEE P.E. 9/13/23 PRO. ENGR.R.: I. LEE P.E. 9/13/23 Plotted By Kazama Lane on 9/13/23 11:29 AM Saved By dsims on s/12/23 1:na PM 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360)491-3399 Fax (360) 491-3857 G:\Project\2020\20155 Port Orchard Bethel and Lincoln \CAD\SHEETS\20155_PS_PP_07.dw 52+25 52+30 265 260 255 250 245 ORCHARD PORT ORCHARD Wa SCALE IN FEET 0 10 20 LEGEND: CONC.CEMENT • PLANNING AND INLAY HMA CIL j IN. PLANTER STRIP CEMENT CONC. CURB & GUTTER ICI OF CONSTRUCTION KEYNOTES: QCEMENT CONC. TRAFFIC CURB & GUTTER. SEE WSDOT STD. PLAN F-10.12-04 ON SHEET 49. CEMENT CONC. CURB & GUTTER PAN. FOR RECTANGULAR FRAME & GRATES. SEE WSDOT STD. PLAN 4Q F-10.16-00 ON SHEET 49. QHMA PAVEMENT. SEE DEPTHS ON TYPICAL SECTION SHEETS 22-26. Q PLANING & HMA INLAY. SEE ROADWAY GRIND & INLAY DETAIL ON SHEET 26. Q TIE INTO CURB & GUTTER 0 TIE INTO EXISTING CEMENT CONC. SIDEWALK 12 ROUNDABOUT CEMENT CONC. CURB & GUTTER (CURB 2). SEE WSDOT STD. PLAN F-10.18-03 ON SHEET 50. 13 ROUNDABOUT SPUTTER ISLAND NOSING CURB. SEE WSDOT STD. PLAN F-10.18-03 ON SHEET 50. 18 TIE INTO EXISTING HMA PAVEMENT 68 FOR SPUTTER ISLAND PLANS & GRADING, SEE SHEETS 62-64. PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT ROADWAY PLAN & PROFILE 20155 100% 39 OF 139 58H- �•f y� 'Qp,M�'�� SPA / M 42+97.59, 59.89' LT -A /sPW 0 END / sPW SPVJ / sP`N o v / Z: G M 42+37.46, 10.00' LT GIN Q /G C C C 1 280 1 275 1 270 1 265 1 260 SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA -- EX•RpW M 43+17.59, 59.85' LT O END 5Q EX. ROW -----—--—- --— - - — - - - - - - °tio M 44+39.87, 11.46' LT MATCH EX. 7 18 END or OHP p --- dH0 dHo - M 44+29.81, 11.53' LT OHP� °HP 1 BEGIN QEND__\ — — —ss — — --- ss -ss — — —ss — — —SS — — _ —ss o n O \ � a I yo o\ c 0 i PRC:44+2s 16 r.y.,MIT6HELL RD SE_ _ 44+13.38 M LINE ax cam;; ID: 43+75.55 - F MITCHELL RD SE 43+00 - - --- - -, �F� a 0 42+00 - - M LINE - - + v- - - - PC: + 3.4 �FM 44+29.72, 11.61' RT /F Q7 BEGIN QEND �f-FiT - - --�f—f M 44+39.63, 14.06' RT - - — - - - - - - - - - - �- - - F - - �- - —F — - - — - - — - EX. ROW M T H EX.- M 42+37.46, 10.00' RT 7 ig END BEGIN Q M LINE (MITCHELL RD SE) - PLAN VIEW STA:42+00 TO STA: 44+50 q EX. R ---M- 0 PVI STA: 42+37.46 PROP. GRADE ® PVI STA:44+29.76 PVI EL: 272.25 CONSTRUCTION PVI EL: 270.96 MATCH EX. MATCH EX. --- -- - -- -0.67% EX. GRADE CONSTRUCTION r N M O N� (O 00 rn 00 't Of (0 (O - r r r r— N W N N N 04 N N N N N N N N N N W U W U' W 66 W (0 W W 00 W (0 lL W .. 06 W U Li W •• (3 W 6 (j W W •. (j W 42+00 42+25 42+50 42+75 43+00 43+25 43+50 M LINE (MITCHELL RD SE) - PROFILE VIEW STA:42+00 TO STA: 44+50 DATE ENTERED BY: J. HENRY CHECKED BY: I. LEE P E PROJ. ENGR.: I. LEE P.E. Plotted By: Kazuma Lane on 9/13/23 11 30 AM Saved By Jsims on 9\12\23 1:44 PM G.AProject\2020\20155 Port Orchard Bethel and Lincoln REVISIONS 43+75 44+00 15SKILLINGS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360)491-3399 Fax (360) 491-3857 ORCHARD PORT ORCHARD 44+25 44+50 280 275 270 265 260 00� SCALE IN FEET 0 10 20 LEGEND: CEMENT CONC. SIDEWALK HMA CL } IN. PG 58H-22 PLANNING AND INLAY HMA CL PLANTER STRIP CEMENT CONC. CURB & GUTTER C CUT F FILL RIGHT OF WAY CONSTRUCTION KEYNOTES: QHMA PAVEMENT. SEE DEPTHS ON TYPICAL SECTION SHEETS XX-XX. PLANING & HMA INLAY. SEE 1 ROADWAY GRIND & INLAY DETAIL ON SHEET XX. 18 TIE INTO EXISTING HMA PAVEMENT SEE HAMMERHEAD TURNAROUND DETAIL ON SHEET XX. 0 1 I I KEYMAP PORT ORCHARD BETHEL & 20155 LINCOLN ROUNDABOUT 100% SHEET 40 ROADWAY PLAN & PROFILE 3g Wa SHEETS PG 58H SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA 302+13.75 SAID: 302+18.57 RC: 302+23.39 rMID: 302+27.38 rPRC: 302+31.36 302 0 mll L-NW-QU PCC: Qj`v/ 0 o ago ` / /r," 303+65. 303+78.76 MID: 304+17 PRC: 304+74. MID: 304+70.08- PRC: 304+65.25 MID:304+60.45-, 55 -C11��j/ °ry5 / 0 O� SCALE IN FEET /// 0 10 20 LEGEND: ---- ROW LINE -- CONSTRUCTION CENTERLINE -- GUTTER FLOW LINE MAIN LINE r ALIGNMENT X-XX-QUAD GUTTER PAN / CURB ALIGNMENT L SECTOR L DIRECTION GUTTER PAN / CURB ALIGNMENT KEY L-SW-QUAD NUMBER ALIGNMENT RADIUS LENGTH DELTA PC STATION PI STATION PT STATION C1 L-SW-QUAD 71.04 64.18 N55' 19' 07.73"E 602+40.05 603+04.23 C2 L-SW-QUAD 35.04 40.97 S65' 18' 21.39"E 603+04.23 603+45.20 C3 L-SW-QUAD 35.04 40.97 S65' 18' 21.39"E 603+04.23 603+45.20 C4 L-SW-QUAD 256.04 59.18 S25' 11' 21.17"E 603+45.20 604+04.38 C5 L-SW-QUAD 14.04 8.60 S1' 00' 57.79"E 604+04.38 604+12. C6 L-SW-QUAD 1 15.96 8.36 1 St' 31' 27.58"W 604+12.98 604+21.34 L-NW-QUAD NUMBER ALIGNMENT RADIUS LENGTH DELTA PC STATION PI STATION PT STATION C7 L-NW-QUAD 15.96 9.64 N47' 23' 48.72"E 302+13.75 302+23.39 C8 L-NW-QUAD 14.04 7.97 N48' 26' 49.95"E 302+23.39 302+31.36 C9 L-NW-QUAD 450.96 121.69 N39' 55' 00.69"E 302+31.36 303+53.05 C10 L-NW-QUAD 64.96 25.71 N58' 59' 05.89"E 303+53.05 303+78.76 C11 L-NW-QUAD 84.04 76.90 1 N44' 06' 36.05"E 303+78.76 304+55.66 C12 L-NW-QUAD 14.04 9.59 1 l 40' 28.17"W 304+55.66 304+65.25 C13 L-NW-QUAD 15.96 9.67 1 N3' 53' 28.06"W 304+65.25 304+74.92 DATE REVISIONS SKILL 1 NGS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 �Q% / ORCHARD PORT ORCHARD Wa PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT JOB NUMBER 20155 100% DESIGNED BY: K LANE 9/13/23 NO. DATE ENTERED BY: HENRY 9/13/23 I CHECKED BY: I. LEE P.E. 9/13/23 PROJ. ENGR.: I LEE P.E 9/13/23 SHEET 41 OF 139 SHEETS Plotted By Kazuma Lane on 9/13/23 11:31 AM BETHEL RD SE - ROUNDABOUT LAYOUT Saved By: Keane on 8/31/23 219 PM G\Project\2020\20155 Port Orchard Bethel and Lincoln\CAD\SHEETS\20155-PS-P-RA-09.dwg B-NE-QUAD NUMBER ALIGNMENT RADIUS LENGTH DELTA PC STATION PI STATION PT STATION C14 B-NE-QUAD 74.04 23.33 N76' 08' 29.21"W 702+16.25 702+39.58 C15 B-NE-QUAD 39.04 43.32 N35' 19' 27.45"W 702+39.58 702+82.90 C16 B-NE-QUAD 179.04 56.17 NS' 27' 10.98"E 702+82.90 703+39.08 C17 B-NE-QUAD 14.04 8.79 N32' 22' 49.26"E 703+39.08 703+47.87 C18 I B-NE-QUAD 15.96 10.55 N31' 22' 36.45"E 703+47.87 703+58.42 B-SE-QUAD NUMBER ALIGNMENT RADIUS LENGTH DELTA PC STATION PI STATION PT STATION C19 B-SE-QUAD 15.96 9.53 N34' 24' 56.71"W 402+84.17 402+93.70 C20 B-SE-QUAD 14.04 8.06 N35' 04' 50.77"W 402+93.70 403+01.76 C21 B-SE-QUAD 79.04 113.85 N22' 37' 49.97"E 403+01.76 404+15.61 7C22 7 B-SE-QUAD 78.04 43.30 N79' 47' 13.11"E 404+15.61 404+58.91 SEC N., R.1 E., W.M., KITSAP COUNTY, WA. e is Q vn O R44' L 104+ 10.00 =� B 14+00.00 � / a zl /� A� \° �h �' ��/ / _ _ 404+00 \ ' ID:403+58.68 PCC: 404+15.61 B-SE-QUAD MI z PCC:403+01.76 i aao 403"+0 / MID:402+97.73 / ' z o PRC:402+93.70 z io i / MID:402+88.93 / /a.0 /o /--PCC: 402+84.17 DATE ENTERED BY: J. HENRY CHECKED BY: I. LEE P.E. PROD. ENGR.: I LEE P.E. Plotted By Kazuma Lane on 9\13\23 11:31 AM Saved By: Klane on 8\31\23 2.19 PM G.AProject\2020\20155 Port Orchard Bethel and Lincoln REVISIONS e° aP G/6 OD PCC: 703 i 39.08 ,1�hx MID: 703+43.47 JPRC: 703+47.87 MID:703+10.99 i B-NE-QUAD z LEGEND: CC:702+82.90 i i / ode 2+61.24 702+39.58 ID:702+27.91 I \\\ r-PC: 702+16.25 N x � °o � / v CIO y 0 / x°O 0 C�SKILLINGGS 084 ORCHARD 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 PORT ORCHARD Wa Le' CC: 703+58.42 ID: 703+53.14 SCALE IN FEET 0 10 20 --- ROW LINE --- CONSTRUCTION CENTERLINE -- GUTTER FLOW LINE MAIN LINE r ALIGNMENT X-XX-QUAD GUTTER PAN / CURB ALIGNMENT L SECTOR L DIRECTION GUTTER PAN / CURB ALIGNMENT KEY I � I i I I I KEYMAP PORT ORCHARD BETHEL & 20155 LINCOLN ROUNDABOUT 100% SHEET 42 OF BETHEL RD SE - ROUNDABOUT LAYOUT 139 SHEETS 1 260 1 255 1 250 1 245 1 240 1 235 SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA I 265 302+00 302+25 302+50 302+75 303+00 303+25 303+50 303+75 304+00 304+25 304+50 304+75 305+00 L-NW-QUAD: FLOWLINE PROFILE H: 1"=20' & V: 1"=5' 265- 260- 255- 250- 245- 240- 236- LOW PT STA: 602+ 2.86 LOW PT STA: 603 00.50 PVI STA: 603+59. 0 PVI STA: 604+06.0 LOW PT ELEV: 246.16 LOW PT ELEV: 247.02 PVI ELEV: 249.4 PVI ELEV: 250.48 PVI STA:601+92. 0 PVI STA: 603+12 00 K: 6.00 K: 21.11 PVI ELEV:245.9 PVI ELEV:247.13 LVC: 21.00 LVC: 19.00 K: 24.14 LVC: 70.00 K: 5.75 LVC: 23.00 Lo rn N 00 N aIt (oIt NO +N +N rn� LO +N �N OIL M M M W W + N + M '''' ''-1 N c (o (Op (00 M M > > Um y W > > (nth UE'-1 U OW (0 U W Ll Nth N m W m W U U > > m W _ ----1. FPTSTA: LOW PT STA: 603+77.0022.00 LOW PT ELEV: 249.7550.80PVI STA:603+85.0034.00PVI ELEV:249.87251.04 K:11.43 K:17.12 LVC:16.00 LVC: 24.00 BVCS: 603+77.00 BVCS: 604+22.00 BVCE: 249.75 BVCE: 250.80 EVCS: 603+93.00 EVCS: 604+46.00 EVCE: 250.10 EVCE: 251.45 SaoE-11. N (0N 00 O 0) MM� 00O M 01 M (0 to N N N N N N N N N N N N N N N N 265 260 255 260 255 250 245 240 PV A: 702 '9,0 PLA °&LEV: 2 RI9 Lo + Nt: 5.50+ N Pg STA: 703+ %0 PV8A: 702 N • C: 22.119 0 0 n w ELEV:24 . K: 34.05 + N EEV: 2 +5.7+N > N+N > v rlLVC: 27.0(11) aU VC: 22. O nU LJ ci > W > m C w " m (ii w &i m P I C8111. 702$ .00 > > W > W > m I W N EV: 2rl bi 3 : 5.0 N + O n C: 20. n U (n !n m U w U m -1.27 0 -- - - •g - - - --- - - - -1.40% -2.20% (0 I� N 10 00 10 I� 00 to (0 n m - V) N 1) 1) O (0 0) O) N O N N N N u7 t0 N N (O �� N (6 N n N n N 00 n N N n N O N 265 260 255 25p02, 245 240 703+75 703+50 703+25 703+00 702+75 702+50 702+25 702+00 B-NE-QUAD: FLOWLINE PROFILE H: 1 "=20' & V: 1 "=5' 265 LOW PT STA: 40 +34.00 LOW PT STA: 403+98.47 265 LOW PT ELEV: 49.88 LOW PT ELEV: 248.22 LOW PT STA: 404+40.50 PVI STA:403+ 6.00 PVI STA:403+97.00 LOW PT ELEV: 249.08 PVI ELEV:25 .10 PVI STA: PVI ELEV:247.95 PVI STA:404+47.00 K:18.08 : 249. '2 K:4.05 PVI ELEV:249.15 PVI ELEV: 249.62 260 LVC: 36.0 K: 5.27 LVC: 30.00 K: 3.18 260 00 a R LVC: 15.00 0 (0 o y LVC:13.00 255+ 1> I 1> '?I.•: '?I.•: 15 1> 0IL.i 41Ei.i +255 _-- WI m W L-1.22> 250 250 --- % 250 .34% 1.001,__- PVI STA: 404+26.95 245 245 PVI ELEV: 248.95 245 K: 5.54 LVC: 13.00 BVCS: 404+20.45 BVCE: 248.73 EVCS: 404+33.45 240 240 EVCE: 249.01 240 LOW PT. STA: ??? LOW PT ELEV: ??? HIGH PT. STA: 404+33.45 HIGH PT ELEV: 249.01 236 236 236 O� N N 0)(0 N 00 O 00 Mm 0f oo N to 30 N M N M 30 (9M N M 1010 I� N to O to 1) O O 1O LO 0) V Of 0> * � 01 a 00 00 � 't 00 01 0> � O U) N N N N N N N N N N N N N N N 601+92 602+00 602+25 602+50 602+75 603+00 603+25 603+50 603+75 604+00 604+25 604+50 402+75 403+00 403+25 403+50 403+75 404+00 404+25 404+50 404+75 L-SW-QUAD: FLOWLINE PROFILE B-SE-QUAD: FLOWLINE PROFILE H• 1"-20' & V• 1"-5' - - 1O p I � KEYMAP H. 1 -20 & V. 1 -5 DATE REVISIONS L J013 NUMBER DESIGNED BY: K LANE 9/13/23 NO. DATE �O PORT ORCHARD BETHEL & 20155 ENTERED BY: J. HENRY 9/13/23 SKILL 1 NGS 100% CHECKED R.: I. LEE P.E. 9/13/23 ORCHARD LINCOLN ROUNDABOUT PROJ. ENGR.: LEE P.E 9/13/23 SHEET Platted By Kazuma Lane on 9/13/23 11:31 AM 43 5016 Lacey Boulevard SE, Lacey, Washington 98503 BETHEL ROUNDABOUT CURB or Saved By: KIOne on 7 31/23 2.19 PM (360) 491-3399 Fax (360) 491-3857 139 c/Projeci/202o/201se Pori orcnord Bethel and Lincom\cno\SHEErS\20155-PS-P-RA-09dwg PORT ORCHARD Wa 1 RETURN PROFILES I SHEETS BETHEL ROUNDABOUT CURVE # RADIUS LENGTH C1 44.00 261.68 P4361 255 250 245 240 10 5 0 10 20 SCALE IN FEET O Oon N � M O + rl') to m C5 00 0 •O M O r7 00 O + � U1 m (O N O� <N + 0.4 p0 ON +^ M +00 0� N r � � O Nlr) NO) � � N Q Q to Q � N r + +I, + n +� N� H J �w . NW N .j p04 pN cO O� N d N 'ON nW w�w a-� 5> Q" H J ~ viw asa o o- — 10-a > > w vw _ aso 4.5 3—%— — — — — — — — — — — — — 70% —--- —3 �� aa-- �5» w a.30% 1_56% 3. ---- ----1.----- 1 —207LcL 0.0 % — _ — L0 OUP M 0) 00 N 00 r' 00 r� c0 L0 00 �M M O) an t � Mn an N OWr c0 O OR M O) O) RUC 0) M O r) u7 0) N 0 of 0 0 00 N 00 00 06 I, � 04 00 04 �� r (o C4 r O C ^ 04 n 04 n n 04 � r 00 Cq 04 00 0) Cq N 0) Cq N N N N N N N N N N N N N N N N N N N N N N N N W L� W L, W L, W L' W O L, W U' L, w L, w O W W lOi W lOi W lOi W LOi 260 255 250 245 240 60+00 60+25 60+50 60+75 61+00 61+25 61+50 61+75 62+00 62+25 62+50 62+75.46 BETHEL ROUNDABOUT TRUCK APRON - PROFILE VIEW DATE REVISIONS SKILL 1 NGS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 PORT ORCHARD Wa PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT JOB NUMBER 20155 100% DESIGNED BY: K. LANE 9 13 23 NO. DATE DESCRIPTION ENTERED BY: J. HENRY 9 13 23 CHECKED BY: I. LEE P.E. 9/13/23 PROD. ENGR.: I. LEE P.E. 9 13 23 SHEET 4 o 139 SHEETS Plotted By. Kozaroo Lane on 9/13/23 11:31 AM BETHEL ROUNDABOUT TRUCK APRON PLAN & PROFILE Saved By: More on 8/31/23 2:43 PM G: Pro'eci 2020 20155 Port Orchard Bethel and Lincoln CAD SHEETS 20155_TK_AP.dw SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA I I W rn B-NE-QUAD NUMBER ALIGNMENT RADIUS LENGTH DELTA PC STATION PI STATION PT STATION C7 B-NE-QUAD 64.04 33.09 S27' 47' 57.07"W 700+44.72 700+77.81 C8 B-NE-QUAD 29.04 22.56 S64' 51' 31.24"W 700+77.81 701+00.37 C6 B-NE-QUAD 485.04 65.32 N89' 01' 38.93"W 701+00.37 701+65.69 L2 B-NE-WAD 50.55 N85' 10' 10.33`W B-NE-QUAD 700+42.88= 1 C I II M 50+75.53, 14.77 LT I J PRC:700+44.72 I = I J 1 I 1 0 I � II III W; I U I MID: 700+61.27 I PCC:700+77.81 I / B-NE-QUAD MID:700+89.09- EX. ROW MID: 701 +33.03 PCC: 701 +00.37�' PT: 701+65.69 702+16.25 _ - jO�+QO �j ENTERED BY: J. HENRY CHECKED BY: I. LEE P.E. PROJ. ENGR.: I. LEE P.E. Plotted By Kazuma Lane on 9/13/23 11:32 AM Saved By Klane on 8/31/23 2:36 PM G.AProject\2020\20155 Port Orchard Bethel and Lincoln WWWALTAXYZ M-NE-QUAD 900+83.01= M 50+72.98, 17.39 RT 30 X -MID: 900+84.16 M-NE-QUAD NUMBER ALIGNMENT RADIUS LENGTH DELTA PC STATION PI STATION PT STATION C9 M-NE-QUAD 237.79 97.86 S5' 31' 27.75"W 900+35.23 901+33.09 C10 M-NE-QUAD 14.04 10.12 S26' 54' 31.96"E 901+33.09 901+43.21 C11 M-NE-QUAD 69.04 37.53 S63' 07' 23.71"E 901+43.21 901+80.73 NE -QUAD 901+33.09 ID: 901+38.15 -PCC: 901+43.21 MID: 901+61.97 M-NE-QUAD 901+80.42= K � - LCC: 801+13.50 I ID: 800+89.15 �M-SE QUAD 0 I� IX W PCC: 800+64.81 -MID: 800+59.76 -PRC: 800+54.72 M-SE-QUAD 800+52.01= M 49+28.22, 14.96 RT L 107+86.56, 16.00 LT EX. ROW _PRC: 901+80.73 _ _, AVE SEA L L-IN-E--- EX. ROW- M-SE-QUAD 801+37.08= L 107+84.59, 15.79 RT 0 LEGEND: ---- ROW LINE -- CONSTRUCTION CENTERLINE --- GUTTER FLOW LINE 10 SCALE IN FEET 20 MAIN LINE r ALIGNMENT XI-XX-QUAD GUTTER PAN / CURB ALIGNMENT LL SECTOR DIRECTION GUTTER PAN / CURB ALIGNMENT KEY M-SE-QUAD NUMBER ALIGNMENT RADIUS I LENGTH DELTA PC STATION I PI STATION I PT STATION C12 M-SE-QUAD 59.04 10.08 N10' 55' 43.47"E 800+54.72 800+64.81 C13 M-SE-QUAD 34.04 48.69 N56. 48' 00.97"E 800+64.81 801+13.50 C14 M-SE-QUAD 337.04 119.20 S72' 05' 23.81"E 801+13.50 802+32.69 DATE REVISIONS �O /13 23 N0. DATE SKILL 1 NGS h3 23 /13/23 ORCHARD /13 23 5016 Lacey Boulevard SE, Lacey, Washington 98503 ETS\20I55_PS_P_RA_10.dw (360) 491-3399 Fax (360) 491-3857 PORT ORCHARD Wa PORT ORCHARD BETHEL & 20155 LINCOLN ROUNDABOUT 100% SHEET 45 or MITCHELL RD SE - ROUNDABOUT LAYOUT 139 SHEETS 27( 26.' 26( 25.' 25( 24.' SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA I PVI STA:702+17.00 PVI STA:701+22.43 PVI ELEV:249.13 PVI ELEV: 253.18 K: 5.06 K: 8.02 LVC:20.00 LVC:10.73 O on M 0) (0 N o^ 6 PVI STA: 701+44.45 � X) PVI STA: 700+95.35 +N LC PVI ELEV:252.92 + +N PVI ELEV:253.87 N K: 5.06 LVC:20.32 r, K: 5.79 LVC:18.53 > BVCS: 701+34.29 > BVCS: 700+86.09 m BVCE: 253.04 cNi v m BVCE: 253.81 m EVCS: 701+54.61 w m EVCS: 701+04.62 EVCE: 252.39 EVCE: 253.64 0.66�--- -1.2 OM (OO 0)04 0)0 M 't O (0 r r rr 0L0 (0� Na I - a) ISO Oi ON NX) N X)X) L0 MM L0 N N N N N N N N N N N N 702+25 702+00 701+75 701+50 701+25 701+00 700+75 700+50 700+25 B-NE-QUAD: FLOWLINE PROFILE PVI STA: 404+47.00 PVI ELEV: 249.15 K: 3.18 LVC: 13.00 H: 1 "=20' & V: 1 "=5' PVI STA: 405+41.00 PVI ELEV: 253.17 K: 3.37 LVC: 15.00 LOW PT STA: 900+76.36 LOW PT ELEV: 253.51 PVI STA:900+80.03 PVI ELEV-. 253.49 65 270K:14.69 LVC:15.00 BVCS: 900+72.53 BVCE: 253.51 EVCS: 900+87.53 EVCE: 253.55 P60 1 265 >55 1 260 250 1 255 >45 1 250 PVI STA: 406+62.00 PVI ELEV: 257.63 K: 65.59 LVC: 25.00 )no Ln 7 0; 406 m w15ro m w __- 1.31 e --'�� - PVI STA: 406+27.94 - _ -' PVI ELEV: 256.17 p9% 5• _ -' K: 13.73 1.001.1 PVI STA: 405+21.00 PVI STA: 405+80.95 LVC: 38.36 BVCS: 406+08.76 PVI ELEV: 252.91 PVI ELEV: 25+80 BVCE: 255.89 - - - K: 3.97 K: 8.19 LVC: 35.00 EVCS: 406+47.12 LVC: 15.00 BVCS: 405+13.50 BVCS: 405+63.45 EVCE: 256.99 LOW PT. STA: 406+08.76 BVCE: 252.53 BVCE: 254.46 LOW PT ELEV: 55.89 EVCS: 405+28.50 EVCS: 405+98.45 HIGH PT. STA: EVCE: 253.01 EVCE: 255.73 HIGH PT ELEV: ??? LOW PT. STA: ??? LOW PT. STA: ??? LOW PT ELEV: ??? LOW PT ELEV: ??? HIGH PT. STA: 405+28.50 HIGH PT. STA: 405+98.45 11 HIGH PT ELEV: 253.01 HIGH PT ELEV: 255.73 11 M O M (0 N M M In O n a 0) O 0) 0) N 0) O (0 In N n (0 O n N 0) M N (0 N 02 �_ O Oi - 00 � 0i � 0) � O M M O X) L0 X) � L0 � X) M vi 6 L0 � l" )f) r- OD If) O 0) � 0) M N N N N N N N N N N N N N N N N N N N N 404+35404+50 404+75 405+00 405+25 405+50 405+75 406+00 406+25 406+50 406+75 407+00 B-SE-QUAD: FLOWLINE PROFILE H: 1 "=20' & V: 1 "=5' DATE REVISIONS ENTERED BY: J. HENRY CHECKED BY: I. LEE P.E. PROD. ENGR.: I LEE P.E. Plotted By Kazuma Lane on 9\13\23 11:32 AM Saved By: Klane on 8\31\23 2.36 PM G.AProject\2020\20155 Port Orchard Bethel and Lincoln LOW PT STA: 900+99.62 LOW PT ELEV: 253PF STA: 901+41.54 PVI STA:901+07.123VI ELEV: 255.46 PVI ELEV.253.70 K: 5.55 K:3.44 LVC: 21.00 LVC:15.00 SIR �I= MI X) to (Vru) to to LIU)t lu� N o N O N t o N 11"U) t n M N N N N MN N 900+25 900+50 900+75 901+00 901+25 901+50 901+75 902+00 M-NE-QUAD: FLOWLINE PROFILE 270 265 260 255 250 245 H: 1 "=20' & V: 1 "=5' O LO N LO LO + N + N 0.- o ... PVI STA: 00+24.48 PVI STA: U 00+73.46 > 00 PVI ELEV 256.94 PVI ELEV: 255.72 K: 39.78 K: 2 02 m w LVC: 30.00 LVC: 7.48 a Lq a a 0i n 0i (o O LO M 0 O+N ON LJ . r-C O ' (0 4 LO O j W> + N N > > m w N > W -- m - - 099 --14�y1.09% 0.8-2%- PVI STA: 800+54.52 VI STA: 800+81.39 PVI ELEV: 256.01 VI ELEV: 255.31 K: 6.28 : 1.02 LVC: 10.00 LVC: 6.43 52BVCS: 80+49 VCS:800+78.172 1" BVCE: 256 BVCE: 255.48EVCS: 800+59.52 EVCS: 800+84.60 EVCE: 255.93 EVCE: 255.35 LOW PT. STA: 800+59.52 LOW PT. STA: 800+83.49 LOW PT ELEV: 255.93 LOW PT ELEV: 255.34 HIGH PT. STA: ??? HIGH PT. STA: ??? HIGH PT ELEV: ??? HIGH PT ELEV: ??? 0000D rn �L2 n �F) o �rn � to � U) � LO U) N N N N N N N N N N N 800+00 800+25 800+50 800+75 801+00 801+25 801+50 M-SE-QUAD: FLOWLINE PROFILE H: 1 "=20' & V: 1 "=5' rSKILLINGS �ofit ORCHARD 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 PORT ORCHARD 250 270 265 260 255 250 245 PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT MITCHELL ROUNDABOUT Wa CURB RETURN PROFILES I � I I KEYMAP 20155 100% SHEET 46 OF 139 SHEETS MITCHELL ROUNDABOUT TRUCK APRON CURVE N RADIUS LENGTH LINE/CHORD DIRECTION C2 19.50 61.26 SO' 00' 00.00"E _ 106+30.88 = 1+11.13 - �LINCOLN AVE SE L LINE _ 265 260 255 250 245 I 4, M 50+19.83 1 0+21.86 I I I PVI STA:0+21.86 PVI STA:0+53.68 PROP. SURFACE @ PVI STA:1+37.52 PVI EL: 254.58 PVI EL: 255.36 TRUCK APRON FL PVI WLINE EL: 254.49 2.44% 0.01 % _ —2.37 EX. SURFACE @ PVI STA:0+79.84 PVI STA:0+15.00 TRUCK APRO PVI EL: 255.36 PVI STA:1+12.81 PVI EL: 254.49 FLOWLIN PVI EL: 254.58 nm r7� o-(0 rO �n 10(0 N �M 000 if)a0 no- OU) r M o n Ln Ln n N Ln LO U] LO LO U7 Ln M N LO Lo N C7 N N N N N N N N N N N N N N (7 N N N N N W 6 6 6 U' U' 66 do U' U' U' W L, W L' W W W W W W W W W 265 260 255 250 245 SCALE IN FEET 0 10 20 0+15 0+25 0+50 0+75 1+00 1+25 1+37.52 MITCHELL ROUNDABOUT TRUCK APRON - PROFILE VIEW DATE REVISIONS SKILL 1 NGS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 08 ORCHARD PORT ORCHARD Wa PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT JOB NUMBER 20155 100% DESIGNED BY: K. LANE 9 13 23 NO. DATE ENTERED BY: J. HENRY 9 13/23 CHECKED BY: I. LEE P.E. 9 13/23 PROJ. ENGR.: I. LEE P.E. 9 13/23 SHEET 47 OF 139 SHEETS Plotted By Kazuma Lane on 9/13/23 11:32 AM MITCHELL ROUNDABOUT TRUCK APRON 1 sa ed By. More on B/31/23 za3 PM G:\Project\2020\20155 Port Orchard Bethel and Lincoln CAD SHEETS 20155_TK_AP.dw NOTES: PAVEMENT WIDTH 6" NOTES: � 1. CONSTRUCTION OF CURB DETAILS SHALL BE IN �'P `I. ACCORDANCE WITH THE CURRENTLY ADOPTED STANDARD 1/2" R. 1" R. CEMENT CONCRETE OR 1. CONSTRUCTION OF CURB DETAILS SHALL BE IN D ASPHALT CONCRETE io SIDEWALK OR PATH SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL O ACCORDANCE WITH THE CURRENTLY ADOPTED STANDARD Ao CONSTRUCTION AS PUBLISHED BY THE WASHINGTON STATE iD DEPARTMENT OF TRANSPORTATION AND THE AMERICAN 1. SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AS PUBLISHED BY THE WASHINGTON STATE I ••° PUBLIC WORKS ASSOCIATION. (WSDOT/APWA —)R SPECIFICATIONS) UNLESS OTHERWISE MODIFIED BELOW. Lo - 2P 6 7 2" 'r DEPARTMENT OF TRANSPORTATION AND THE AMERICAN ,2D' D.•• PUBLIC WORKS ASSOCIATION. (WSDOT/APWA °' ' ' SPECIFICATIONS) UNLESS OTHERWISE MODIFIED BELOW. 3/8" PREMOLDED JOINT FILLER 2. ALL CONCRETE SHALL BE COMMERCIAL CLASS PER ( EN ADJACENT TO CEMENT WSDOT/APWA SPECIFICATIONS. 18" 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 CEMENT CONCRETE 3. FORMS SHALL BE TRUE TO LINE AND GRADE AND TANGENT SECTIONS. WOOD FORMS MAY BE USED ON VERTICAL CURB AND GUTTER SECURELY STAKED. STEEL FORMS ONLY SHALL BE USED ON CEMENT CONCRETE CURVED SECTIONS. TANGENT SECTIONS. WOOD FORMS MAY BE USED ON PEDESTRIAN CURB 4. FULL DEPTH EXPANSION JOINTS CONSISTING OF 3/8 INCH CURVED SECTIONS. 8 h W MINIMUM PREMOLDED JOINT MATERIAL SHALL BE PLACED ADJACENT TO CATCH BASINS, INLETS AND AT POINTS OF 4. FULL DEPTH EXPANSION JOINTS CONSISTING OF 3/8 INCH TANGENCY ON STREETS AND DRIVEWAY RETURNS. MAXIMUM CURB — MINIMUM PREMOLDED JOINT MATERIAL SHALL BE PLACED g SPACING SHALL BE 20 FEET. PAVEMENT WIDTH ADJACENT TO CATCH BASINS, INLETS AND AT POINTS OF TANGENCY ON STREETS AND DRIVEWAY RETURNS. MAXIMUM 0 5. CONTRACTION JOINTS (DUMMY JOINTS) CONSISTING OF 3/8" o SPACING SHALL BE 20 FEET. CEMENT CONCRETE 8" z MIN. X 2" OF PREMOLDED JOINT MATERIAL SHALL BE 2" •y� CONSTRUCTED AT INTERVALS OF 10 FEET. 10" < 5. CONTRACTION JOINTS (DUMMY JOINTS) CONSISTING OF 3/8" 1/2" R I(—� �—)I CURB RAMP, LANDING, OR DRIVEWAY w 2+ w I I MIN. X 2" OF PREMOLDED JOINT MATERIAL SHALL BE VARIES 1" R. ENTRANCE 6. ALL JOINTS SHALL BE CLEAN AND EDGED. CONSTRUCTED AT INTERVALS OF 10 FEET. FROM 7. FINISH SHALL BE A LIGHT BROOM FINISH.TO D 0"6. c ALL JOINTS SHALL BE CLEAN AND EDGED. f6- I�FJ�INTPF 8. FINISHED CURBS AND GUTTERS SHALL BE SPRAYED WITH A a7. FINISH SHALL BE A LIGHT BROOM FINISH. CLEAR CURING COMPOUND. 38" REMOLDI12 9. SUBGRADE COMPACTION FOR CURBS AND GUTTERS SHALL i 8. FINISHED CURBS AND GUTTERS SHALL BE SPRAYED WITH A ILLER MEET A MINIMUM 95% OF MAXIMUM DENSITY IN 24" CLEAR CURING COMPOUND. ACCORDANCE WITH SEC. 2-03.3(14) OF THE WSDOT/APWA SPECIFICATIONS. 9. SUBGRADE COMPACTION FOR CURBS AND GUTTERS SHALL CEMENT CONCRETE CEMENT CONCRETE w MEET A MINIMUM 95% OF MAXIMUM DENSITY IN PEDESTRIAN CURB - ROLLED CURB AND GUTTER - ACCORDANCE WITH SEC. 2-03.3(14) OF THE WSDOT/APWA SPECIFICATIONS. AT CURB RAMPS, LANDINGS, AND DRIVEWAY ENTRANCES 8 8 9 Est. 1890 DRAWN BY I� 2M CURB AND GUTTER A DATE 29 D,9 scgLE Nrs ORCHARDCEMENT 9 _ ESL 1890 DRAWN BY ID6 -oht CURB AND GUTTER B DATE R9 D,9 scuE Nrs ORCHARD CONCRETE CURB AND GUTTER CEMENT CONCRETE PEDESTRIAN CURB w��-- - DRAWING NUMBER 300 w ` - DRAWING NUMBER 301 Q BRGGMEG FINISH (TYP.) dN10E, SMOOTH id 5 TROWELED PERIMETER SIDEWALK SIDEWALIK - 6' - 0' MIN. 9 C 4' - 0' MIN. ALL CUT MIN. CEMENT CONCRETE CURB SLOP O 3/8" EXPANSION JOINT (TYP.) AN CURB 2.Gx r 1 CURB C 2'+' I�VVI u„ LANDING 3GIN EXPANSION ti �' cu - JOINT (TYP.) ry CURB'AND GUTTER OR 9DEWAlI( 1MOLOED�i .INT FILLER -- ''T Q CURB AND GUTTER K�`, ryODETECTABLE WARNING MIN'CONTRACTION PCURBRAMP JOINT SI... AND EMBtY PATTERN (SEE DETAIL ULy -0' MIN. I —)IN 10' IN CURB AND GUTTER ADJACENT TO CURB �OOETy E%ppNSION JpNT IN BOTH CURB AND SIDEWAU( CURB RAMP FAGE OF CURB DETECTABLE WARNING SURFACE Q2 f= DEPRESSED CURB k GUTTER ROSSWAK CROSSWAI( CURB RAMP A © CURD B CEMENT CONCRETE SIDEWALIK DETECTABLE WARNING A NOTES PATTERN AREA SHALL BE m U' MIN. FOR 510E TREATMENT SIDEWALK - e'- 0' MIN. BUFTER STRIP 6 E OTNER SEN'CHc SECTIONS 3 8' ?M8LD 1/2' R' CURB (TW)o W 3 a YELLOW, IN COMPLIANCE 1. PLACEMENT OF GRATINGS. ACCESS COVERS AND OTHER APPURTENANCES SHALL NOT BE LOCATED ON CURB WITH STD. SPEC. 8-14.3(3) �,' RAMPS, LANDINGS AND GUTTERS WITHIN THE PEDESTRIAN ACCESS ROUTE. - p�f g 2O RAMPS SHALL BE lE%TUBED USING TRUNCATED DOME PATTERN (SEE DETAIL THIS PAGE). DETECTABIE WARNING ° PATTERN SHALL BE YELLOW IN COMPLIANCE WITH MOT STANDARD SPECIFICATION 8-14.3(3) > T FINISHED GRADE 1' BELOW TOP OF CONCRETE o a 3. RAMP CENTER LINE SHALL BE PERPENDICULAR TO OR RADIAL TO CURB RETURNS UNLESS OTHERWISE APPROVED MIN. MAX. A 1 5 8 2 3 8 �19C✓— BY THE CITY ENGINEER. SURFACE FOR PLANING FLUSH IF PAVED — RsG B 5 B 1 1 2 4. RAMPS SHALL BE CONSTRUCTED AT CORRESPONDING SIDEWALK LOCATIONS ON OPPOSITE SIDE OF STREETS WHEN PREMOtOEp JpNT FILLER C J 18 3 4 �I RAMPS ARE CONSTRUCTED ON ONE SIDE OF STREET. D 7 8 1 7 16 I LANDING SHALL BE MINIMUM SI X 4'. m ADJACENT TO BUFFER STRIP O EXPANSION! JOINT ©CONTRACTION JOINT m I.p C1 ELEVATION B CURB RAMP A MUST BE INSTALLED UNLESS O11iERWlsE APPROVED. DETECTABLE WARNING PATTERN DETAIL a Est. 1890 m �o SIDEWALK A D�00 s�0 ORCHARD Est. 1890 S �oht SIDEWALKS B o00 ORCHARD BCAUE Np1��1II CEMENT CONCRETE SIDEWALK DRAWING NUMBER � � ADA CURB RAMP DRAWING NUMBER I� DATE REVISIONS SKILL 1 N GS � 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 L ��'W ORCHARD PORT ORCHARD Wa PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT JOB NUMBER 20155 100% DESIGNED BY: K. LANE 9/13/23 NO. DATE ENTERED BY: J. HENRY 9/13/23 CHECKED BY: I. LEE P.E. 9/13/23 PROD. ENGR.: I. LEE P.E. 9/13/23 SHEET 48 1OF 39 1 SHEETS Plotted By. Kazuma Lane on 9/13/23 11:33 AM ROADWAY DETAILS 1 saved B . KIGn, on B 2s 23 1,49 PM y / / G: Pro'ect 2020 20155 Port Orchard Bethel and Lincoln \CAD\SHEETS\20155—DE-01.dw e 1a'-aw• 3 = s-a w• � s-oy+• \ 4 YP ..' SIDEWALK 'PLANTER O ro � aN" PREMOLDED JOINT Fl l cR r r SEE DETAIL 'to "� 24" 7 Ik ` S-PR Y Pa • DROP CURB CURBAN GUTTER 5 s TRANSITION DETAIL A RECTANGULAR FRAME AND GRATE -NOT IN CURB AND GUTTER BID ITEM NOTES RFM O�f',ry GUTTER PAN INCLUDED PLAN VIEW 1. The intent of this design is to fail l Me compaction of Hot Mix Asphalt Pavement adjacent W a drainage structure. '9N 3nNG FACE OF CENTERLINE EE FRAME CATCH BASIN GUTTER PAN 2. The centan ns of the drainage structure may differ from the oOi CU Rg SIDEWALK _.SCURB oented'ne of the flame and grate. CURB \�' TRAIN S SIDE INTO SIDEWAU( 2q• PLANTER ri VA 8" THICK CONCRETE yt\�' 8 SIDEWALK. DRIVEWAY 4 r-fD 12• Nt2• ,a' 51n• f• (1� SLOPE THE GUTTER ECTANGULAR 1?R. 1•R vARIEs 1. e12' 1'-8'IACEOI2" PAN OOwN TO 512' 1• FACE OF WRB FRAME 12'R, •R' ROAD5% MA% I MAINTAIN FLOWNE CEMENT CONCRETE FOR 10' I ACROSS DRIVEWAY CURB AND GUTTER AX '•R�ROAOWAY E ' 1•R12'R. ROADWAY12'R.MIN. CSTCSECTION A —A 4j_R0XT2"1Y O 3. D rr�� Ott, �, OP TAS/]Y 01 hADJUSTMENTSECTION-NOTINCWDED 0 u NOTES: 1. FULL DEPTH EXPANSION JOINT, 3/8" MINIMUM THICKNESS. 2. DRIVEWAY SECTION MTHIN PUBLIC RIGHT-OF-WAY IS TO BE SURFACED WITH ASPHALT OR CONCRETE. SECTION INCURBANDGUTTERBIDITEM F� v 6A' aS€qj DRAINAGE STRUCTURE -NOT INCLUDED 'PPp A°S PP' 2 iil CURB AND GaTTER BID ITEM i Bs Js'rP G� O y 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 E a 9f0NAL 8N 8 aE$ - DRIVEWAY MAY BE REWIRED BY THE ENGINEER. 4. CONCRETE SHALL BE COMMERCIAL CLASS CONCRETE PER WSDOT/APWA SPECIFICATIONS. x,Z&:•@ ExPIRES JULY 2T. 200] Y��igE IN 5 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. SECTION O CEMENT CONCRETE CURB AND GUTTER PAN STANDARD PLAN F-10.16.00 SHEET, OF f SHEET g - Ext. 1890 DRAWN BY IOs DRIVEWAYS C DATE 312019wsp^a ORDRIVEWAY suLE NTs /- I-� APPROVED FOR PUBUGATON ISOMETRIC VIEW KeyinJ Dayton 12-20-M COMMERCIAL DRAWING NUMBER 322 j NOTE: STANDARD PLAN PROVIDED FOR REFERENCE ONLY FACE OF CURB VARIES 12' TO 24' FACE OF CURB VARIES b T02 (SEE CONTRACT) MATCH ROADWAY MATCH ROADWAYMATCH SLOPE SLOPE ROADWAY " IRA R. • FACE OF CURB FACE OF CURB 812' S12• VARIESFROM6"(IMTOV'Sm- MAINTAININ : SV SLOPE 512" 1" VARIES 1"(IN) ON 610E OF CURB "(;RR. R ROADWAY 12 PM R. MATCH ROADWAY tn" (IN) R. SLOPE PE 2',IN RGADWAY i _ 2' DN noaownY OYJAY R. m' /^^ ` " • (INI R. •D .1.. (I ,2'(IN)R.e o� • ° FLUSH WITH NUTTER PAN AT CURB � 11 tn' 11 1n EN]TRADNCEERTICAL 1' 9• O LRIF AT ENTRANCE I DUAL -FACED CEMENT CONCRETE TRAFFIC CURB AND GUTTER I CEMENT CONCRETE DEPRESSED CURB AND GUTTER SECTION TRAFFIC CURB AND GUTTER AT CURB RAMPS AND DRWEWAYENTMNCES 1T nMSx —� 12' (IN) R. I- (IN) R. S. CEMENT CONCRETE NOTE CURB RAMP, UINDING, J ��+ I b CEMENT CONCRETE OR II (IN) R. H R ASPHALT CONCRETE 1" (IN) OF ENTDMINEWAY 1. See Standard Plan F-30.10 for Curb Expansion SIDEWALK OR PATH VARIES FROM CE end CDnt.CNOn Joint spat ngg See $tandard Y' (IN) TO m IN) c SPeO�cation, SBOtIOnS 8-04 and 9-04 for - f/2 aMCx (a x®m) > > 6. addrt onal requrements 3le'(IN) PREMOLDED JOINT FILLER ONHEN ADJACENT TO CEMENT SIN' (IN) PREMOLOEO 2 OA. A. Di In P. CONCRETE SIDEWAUo JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB CEMENT CONCRETE PEDESTRIAN CURB 3 AT CURB RAMPS, LANDINGS, AND DRIvBwgY ENTRANCES x.s F�F a 1) FRAME AND COVER SHALL NOT REST ON OR BE IN CONTACT M1H CONCRETE MONUMENT. FACE OF CURB gRIE512' TO FACE OF CURB v f,PE oe F OF CURB WE OF CURB 2) BRASS DISC SHALL BEAR THE LAND SURVEYORS REGISTRATION NUMBER AND BE CLEARLY PUNCHED WTO 22- ' FACE T 111 .,Y 612' a 4 3) FRAME AND COVER: ER R MANUFACTURING COMPANY (SEE CONTRACT)CONTRACT)S12' ) a. tLR 1' ,12"(INI R. O gB05a TT QO 12' R. 1'(IN) R. ISTENo. No. 2 W/CONCRETE MONUMENT OR APPROVED EQUAL ROA AY (IRA m(IN) R. SUIST ROADWAY RWDWAY Michael Fwa•aa„xx�ws Fleming DT.,a.Ma*w CEMENT CONCRETE CURBS E 1 L4 STANDARD PLAN F-10.12.04 B SHEET1 OF I SHEET Est. 1890 DRAWN BY IDS Dom MONUMENT A I�I I�l APPROVED FOR PUBLICATON 2U20.09.2+ p DA 12in019 OT5 O]:5]:43 ORCHARD SURVEY CONTROL MONUMENT SCALE rvT� ENOTE: DUAL-FACEDCEMENT CONCRETE TRAFFIC CURB CEMENT CONCRETE MOUNT ABLE CEMENT TRAFFIC CURB CONCRETE TRAFFIC CURBW xmpmm�oe m mnTnm emn WINGNUMBER STANDARD PLAN PROVIDED FOR REFERENCE ONLY DATE REVISIONS SKILL 1 NGS � 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 L ��'W ORCHARD PORT ORCHARD Wa PORT ORCHARD BETHEL $ LINCOLN ROUNDABOUT JOB NUMBER 20155 100% DESIGNED BY: K. LANE 9/13/23 NO. DATE ENTERED BY: J. HENRY 9/13/23 CHECKED BY: I. LEE P.E. 9/13/23 PROD. ENGR.: I. LEE P.E. 9/13/23 SHEET 49 1OF 39 SHEETS Platted By. Kazurna Lane on 9/13/23 11:33 AM ROADWAY DETAILS saved B . KIanR on 1 2s 23 4,49 PM y / / G\Project\2ON 20155 Port Orchard Bethel and Lincoln\CAD\SHEETS\20155-DE_01.dw SIDEWALK E'rl STRIP CURB Q OUTSIDE LURE Q LANE O LANE CURB OO SPUTTER ISLAND CURB O WIE tO LANE CURB BUFFER STRIP Q SIDEWALK a'-ff MIN. t 9'-O'MIN. 2 TRUCK APRON 1 2 2 2 1 S-O'MIN.--O'MIN. SEE CONTRACT PLANS FOR TREATMENT \' L \\\\\\\\\\CURSP CEMENT \ \\\\ (TYP.) SECTION OA CENTRAL ISLAND <1> SIDEWALK 0 BUFFER STRIP CURB CIRCULATING ROADVAAY 0 CURB I TRUCKAPRON 0 CUR83 5'-0MIN, 3 O'MI 2 1 SEE CONTRACT PLANS FOR CURB PLACEMEt4r SEE CONTRACT PLANS FOR PAWNG AND SURFACING MP.) SECTION OB (ROUNDABOUT CONFIGURATION WILL VARY NOTE DEPENDING ON CONTRACT PLANS) 1. Construct curb joints at cement Concrete pavement transverse joint location.. If all atljacent pavement is HMA, See Standard Plan F-30.10 for Curb Expansion and Contraction Joint Spacing. FACE OF 2. Region Traffic engineer approval is needed N install a truck apron cu. C SPUTTER ISLAND lower than 3". 1 is' 1D R 1 CURB RAMP (ttP ) 1YC' U.) R. MATCH ROA,mNAY 1 FACE ( ) SIDEWALK TYP LEGEND mP) SLOPE 1 CURB OFCURB 2 - OUTSIDE �� - (SEE NOTE 2) 3, OR RIGHT SIDE Oj Wrdth Vanes - See contract Plans. SEE CONTRACT PINS FOR TREATMENT (TVP.) Match adjacent pavement thickness but ROUNDABOUT ° �'�,:...-..;., BUFFER TRUCK APRON not less than 6 inches. 36 ROUNDABOUT SPUTTER ISLAND CENTRAL ISLANDCURB 1 NOSING CURB I,NDRElp ROUNDABOUT TRUCK APRON or TASB2 d CEMENT CONCRETE CURB & GUTTER SECTION C (SINGLE SLOPE CURB) B DETAIL T-RUCKnPRON — (SEE CONTRACT PLANS FOR R) SPUTTER ISLAND 3 HN) PREMOLDED JOINT FILLER .PINI R. A ggQ)8�$p�o (OPTIONAL) 1T' (IN) R. (TY ) �qS �p FACEOF CURB 12•(IN N OF CURB �. (IM N. ZONAL T• MATCH ROADWAY 1-(IIN) R. FACE BUFFER SLOPE MATCH ROADWAY Mar 25, 2022 SLOPE TOP of TRUCK � ROUNDABOUT CEMENT _ _ APRON O' ,,1rR smEwuK CONCRETE CURBS STANDARD PLAN F-10.18.03 e a 1. 1S e9' is. 9" CONSTRUCTION T 1 OF 1 SHEET CUR CURB JOINT PARTIAL PLAN gPPROWDFORPUBLICATION (OUTSIDE, RIGHT SIDE OR SPUTTER ISLAND) ROUNDABOUT CENTRAL ISLAND �yrP Mar 28, 2D22 . ROUNDABOUT CEMENT CONCRETE CEMENT CONCRETE CURB ...... CURBANDGUTTER (SINGLE SLOPE CURB)wamMT nnwen (SINGLE SLOPE CURB) NOTE: STANDARD PLAN PROVIDED FOR REFERENCE ONLY NOTES A �' A CURB RMIP, LANDING, CUT- _ 1. Permanent Detectable Warning Surfaces (DWS) shall extend the full width of the Curb ramp, __ B -_ B C MN MAL THROUGH OR WALKWAY DETECTABLE WARNING landing, or other roadway entrance as applicable. Exception: If the Manufacturer of the SURFACE (DWS) - DWS requires a Concrete border around the DWS, a Variance of up to 2" (In) on each side J 180' 24m SEE TRIL—TED COME SEE NOTE S of me DWS is pamrihed. __-- �\ A DETAIL - THIS SHEET Q. O i T B o.es — ,./ `� 2. Permanent Detectable Warning Surfaces (DWS) shall be placed on a minimum 4" (in) A e 4« D G O.4S D.BO• thick concrete pad. The DWS panel shall be placed adjacent N the back of the Curb and (\' i O O - O D D.ff t.aff BACK OF CURB - with no more Nana 2" (in) gap between Ne DWS and the back of the Curb measured e[ O -- O - MIN. - the center of the DWS I Exce If the Manufacturer of the selected DWS TRUNCATED DOME SEE NOTE 2 Pane. INIOn: requlre6 E b.r D.r TIT. OF ALL a Concrete border around the DWS, a vedance of up N 2" (in) from the back of the Curb is APPLICATIONS i0etl red al the leading f the DWS SECTION O perm (measured g camera o panel). TRUNCATED DOME aPAC1xG SEE NOTE 3 ---- -- - 3. The rows of truncated domes shall be aligned to be parallel to the direction of travel, SEE STANDARD SPECIFICATIONS FOR COLOR OF SURFACE and perpendicular N Me grade break at Me beck Of Gab. TRUNCATED DOME DETAILS MATCH TO NADTH OF CURB RAMP, 4. If curb and gutter are not present, such as a shared -use path Connection, the Detectable CURB AND GUTTER DING .1.1—ROUGH OR Warning Surface shall be placed at the pavement edge. WALKWAY 5. See Standard Plans for sidewalk and curb romp details. rc DETECTABLE WARNING SURFACE DETAIL 6. If a Curb temp is required, the location of the Detectable Warning Surface must be at 'OFFSET LAr1DING the bottom of Me ramp and within the required distance from Me rail crossing. WALKVMY CURB RAMP SEE NOTE ] 7. When the grebe break between the carp ramp and the landing is less than Or equal to born the beck of Curbre all points. place the Detectable Warning Surface on the N1DIH of LANDING 5 ft.bottom WALKWAY Ooltom of the Curb ramp directly above the grade break. WALKWAY NMLKNMy CUT- 8. Glued or stick down Detectable Warning Surfaces are allowed only for temporary GHfT'rP) TM°YMUNDTHR work zone applicabons. DETECTABLE WARNING - SURFACE (OWSI' LURB _ SEE NOTE 9 yaDTH OF CUT-THROVGH — L BACK OF CURB SINGLE DIRECTION CURB RAMP FLARE FLARE r---( (GRADE BREAK BETWEEN CURB AND MIN. LA 'DING F 5 FT.AK FROM BACK OF CURB) LEGEND (aEENOTE 6) BACK OF CURB- DETECTABLE WARNINGLE WPBNINGNHEELCHNR DIRECTION SEE NOTE 2 SURFACE Tows) -E (ttPJ - -- DIRECTpN OFTRAVELCU RAM LANDING OF TRAVEL SEE NOTE S NOTE 3 — - YNDTH OF CURB RAMBACK OF CURB - W KVMYI -a SEE NOlE2V4GTH OF PERPENDICULAR CURBRAMP(SEE 2 o• - wDT„OF CURB RAMP, MIN. G.OR WAI.='1 1 DETECTABLE WARNING T « \ EE SURFACE 1.6B e a1�TeY,,�� UEIECTABLE WARNING ', aSURFACE SAND- _'T+3FY '• SURFACE TONS)- .$.. SEE NOTE 3 BACK OFCUR - - KOF CURB- EE NOTE 2 z BEE NOTE .;. .:,.; - b I \ MEDIAN CUT -THROUGH SING DIRECTION CURB DETECTABLE NING b r Q� r I (G E BREAK BETAEEN CURB AND SURFACE ( )- 1 W1pT1 OF SHARE0. q`EC� STBRFD 2Q• OING> 6 F9 FROMBAC OF CURB) SEE NOTES 8 ggqf - USE PATH OR 7 �G\ WUKWAY (TYP.1/ "OA'AL y' _ CURB RAMP 1 r CURB RAMP - WRLKWgY 1` LgNDING WALKWAY NIDTII OF CUT -THROUGH Aug 30, 2021 mP) ~ SHARED -USE PATH OR DETECTABLE WARNING JI- ROUNDABOUT SPUTTER `NALKWAY SURFACE ISLAND FAIL: -- -- P"EDGE seouLDER STANDARD PLAN F-45.10-03 SHEET 1 OF 1 SHEET BACK OF CURB- DETECTABLE WARNING :ri pA R APPROVED FOR PUBLICATION �P SEE NOTE 2 SURFACE (DNS) -SEE NOTE 3 VA Y DETECTABLE WARNING Aug 31, 2021 WOTH OF SURFACE (DNG)- '� SEE NOTES 36 4 T PARALLEL CURB RAMP PEDESTRIAN RAILROAD CROSSING PLACEMENT GUIDELINES wo.Ol s,,.. rwPm..w✓T (SEE NOTE 6) SHARED -USE PATH CONNECTION NOTE: STANDARD PLAN PROVIDED FOR REFERENCE ONLY DATE REVISIONS SKILL 1 NGSQkCHARD � 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 �Q% / � PORT ORCHARD Wa PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT JOB NUMBER 20155 SOOT DESIGNED BY: K. LANE 9/13/23 NO.1 DATE ENTERED BY: J. HENRY 9/13/23 CHECKED BY: I. LEE P.E. 9/13/23 PROJ. ENGR.: I. LEE P.E. 9 13 23 SHEET 50 1OF 39 SHEETS Platted By. Kazuma Lane on 9/13/23 11:33 AM ROADWAY DETAILS saved B . KIamR on a 2s 23 4,49 PM y / / G\Project\2020\20155 Port Orchard Bethel and Lincoln\CAD\SHEETS\20155-DE_01.dwg J DATE 1 ENTERED BY: J. HENRY CHECKED 8Y:1 LEE P.1 Plotted By: Ka..2, Lane on 9/13/23 11:33 AM Saved By: 's._ on 9/"/23 1:40 PM G\Project\2020\20155 Port Orchard Bethel and Lincoln J REVISIONS o SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA h J o O O J� J(p O �N � + ado !Ei SKI L L I NOS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360)491-3399 Fax (360) 491-3857 ORCHARD PORT ORCHARD SCALE IN FEET 0 10 20 PORT ORCHARD BETHEL & 20155 LINCOLN ROUNDABOUT 100% SHEET 51 BETHEL PAVING PLAN 1 F Wa SHEETS SEC- 35 & 36- T-24N-- R-1 E-- W_M-- KITSAP COUNTY- WA SCALE IN FEET 0 10 20 FACE OF CURB ELEVATION POINT 1 DATE REVISIONS SKILL 1 N GS Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 �Q% / ORCHARD PORT ORCHARD Wa PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT JOB NUMBER 20155 100% DESIGNED BY: K. LANE 9/13/23 NO. DATE ENTERED BY: J. HENRY 9/13/23 CHECKED I. LEE P.E. 9/13/23 PROD. ENGR.: I. LEE P.E. R.: 9/13/23 SHEET 52 1OF 39 SHEETS Plotted By. Kazuma Lane on 9/13/23 11:33 AM BETHEL BETHEL PAVING PLAN Saved By dsims on s/12/23 1:nD PM G: Project 2020 20155 Port Orchard Bethel and Lincoln \CAD\SHEETS\20155_PS_P_GR_11.dw SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA 1 o° OX-O „� '� ,moo o° \p 00� ^O RD ' a rj, o o 'o \ R^Fry h�^c' O~J"r �' 0.0 o d N N U ^ o ov Nr� f / PC:100+8 �21 O \ Of yA � \ F / o F-FI / \ "Al \ \ \ \ Oti \ / o°�a�. \ A \ MID:101+68.11 '.. �p A 0 — CPT:102+49.01 �, G R / / � \ c\ \ SE LUNDBE 102+ 00 C,�\ � o O� °6 \ ORAL / �o �1 / o \� \ Oti\A 0" tiq � c\ C \ C A O O 9 C, N \ O +�� J c\ � a. O rA /f c� MID: 103+14.28 --GC�C:102+71.58 f�r`J'o rn -13 01 O� o 4e SCALE IN FEET 0 10 FACE OF CURB ELEVATION POINT 1' DATE REVISIONS S K I L L I N G S 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 �Q% / ORCHARD PORT ORCHARD Wa PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT JOB NUMBER 20155 100% DESIGNED BY: K. LANE 9/13/23 NO. DATE ENTERED BY: J. HENRY 9/13/23 CHECKED I. LEE P.E. 9/13/23 PROD. ENGR.: I. LEE P.E. R.: 9/13/23 SHEET 53 1OF 39 SHEETS Plotted By Kazuma Lane on 9/13/23 11:34 AM PAVING PLAN saved By d_ on s/13/23 1to4 AM G: Pro'ect 2020 20155 Port Orchard Bethel and Lincoln \CAD\SHEETS\20155_PS_PP_03.dw SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA SCALE IN FEET 0 10 20 FACE OF CURB ELEVATION POINT 1 ---—--—--—--—--—--—----------- EX_ROW 0o J o ------------o °--------no M o to N'Mn EX. ROW O O J o� O I d O Hui O JN O F- O J� COJ O N _ NLL. —SS SS -- —$$ —SS SS SS SS SS —SS O m—SS — — —SS � O- r N Ln r 00 N + + J N LL m 5 + N N p5-H� N —$$ —SS �s'�4u —SS —$� Fli —SS — —ms SS S ONJ i——M---M---M---M---M---M———ML` + ONL �c\j i m ---M --- Z l� M — — —M — — —M — — —AR]——M — — —M �T —M — — —M — — —M — _01 — — —M — — —M — — —M — — —M — — —M — — —M — — —M — — —M — — — M — i dH0 dHO �� dH0 dH0 dHO dHO dHO dH0 dH Fi�d�-IO � � d —� �' HO dHO dHO P dHO dH0 dHO dHO --rJ-- —p —p cO—cJ—p--eJ_ 1—�j — O— pO_ppO— pp_pp W :_el SAW —SAW —SAW —SAW —SAW S W — — — � n MID: 11+38.25 Z Z BETHEL SE 11+00 as-- - -as 9+00 PC:10+04.27 as aS as _ Y _ _ _ 10+00. V as _ _ _ _ _ _ _ 4- I:9+90.43 B LINE os as- SAW SAW SAW SAW SAW S W as— - F F - F -------------- ____ ---------------- C ----------- C F F F F FF EX. ROW -------------- ----- ---------- --------N� ~ N — _ --EX ° O o�N CDwO . + OJN ROW OF- N O cc oF_0 0�� n O �r +nN N_ co N cD rn Ln + Ln Ln O + �� rN CJ m Nli- O NLJi + J O O CO O N L� 07 m N Lj CO N li 10+00 DATE REVISIONS S K I L L I N G S 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 �Q% / ORCHARD PORT ORCHARD Wa PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT JOB NUMBER 20155 100% DESIGNED BY: K. LANE 9/13/23 NO. DATE ENTERED BY: J. HENRY 9/13/23 CHECKED I. LEE P.E. 9/13/23 PROD. ENGR.: I. LEE P.E. R.: 9/13/23 SHEET 54 1OF 39 sHEETs Plotted By. Kazuma Lane on 9/13/23 11:35 AM PAVING PLAN saved By dsims on s/12/23 1:nD PM G: Project 2020 20155 Port Orchard Bethel and Lincoln \CAD\SHEETS\20155_PS_PP_08.dw SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA i p v l o F ors +O' J c O J ! N 1J- a 6 U 03 m� I I I O Jf O �w, N NLL a� / (nC) I 3I + 3 s S oo (.0 `n ro N iJi- I O m 'J — 1o�r� tiI r�N jrfi r o ± — Z 1+o�N I �xl mNlJi m IW j _ �� PRC:12+72.22 as asas _ �Q as — I r N _M— O-M——M---M— -- x — — — — � M — — 4 I— — M — _M — — —M — — _M — — —M — M O _ _ _ _ dA dH0 dH0 �HO P dH0 — — — — — — — — — — — — — — — — — — — — — — — — dHO dH0 —1 O— O O-- .0 O O —JO— O dH0 Fn 1T= O �2+0 1O — �J — — — y�as�as CP ----a5 o 07 �+ (IS� o as—F F N�o 41 -- IF N`oN as J as —as m `LL 0 o as m as— _ F n n as F o N. S. N� F O !!N F or - nJ O CD m O O CDN c P if1 p N r _'r IL2 CD . O C( if1 .. d _ —OD_N ON 10+00 dH SCALE IN FEET 0 10 20 FACE OF CURB ELEVATION POINT 1' DATE REVISIONS SKILL 1 NGS � 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 08/ ORCHARD PORT ORCHARD Wa PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT JOB NUMBER 20155 SOOT DESIGNED BY: K. LANE 9/13/23 NO. DATE ENTERED BY: J. HENRY 9/13/23 CHECKED BY: I. LEE P.E. 9/13/23 PROD. ENGR.: I. LEE P.E. 9/13/23 SHEET 55 OF 39 ssH EETs Plotted By Kazuma Lane on 9/13/23 11:35 AM PAVING PLAN sued By dsims on s/12/23 1:nD PM 8.d G: Pro'ect 2020 20155 Port Orchard Bethel and Lincoln \CAD\SHEETS\20155_PS_PP_0w SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA \F \A' O O / N M FO 0 N v7 to V O J M CDr"J N \ m NV, F + �� N d'N CD O JO F 0 Hln SD �J F 4 + 007 03 N M J N + — --- EX. ROW ------ \ p m N L� m N m o -------- ,Sp -------- F—gyp-- -------- ----- - CHIP CHIP —SS — — —SS _ _ CHIP — P OHP T HP OHP O P OHP CHIPCHIP —SS — _ L.. —SS SS —SS— PT: 1 -o � - v - _ OHP ---------— OHP OHP CHIP F� OHX. ROWOHPBJ� P —EX. o — — m p f n N O K N � J m -F N � N � m --—————— — — — — —— EX. ROW — OHP CHIP CHIP OHP — — m— SAW — — — SAW SAW SAW SAW SAW s oo BETHEL RD SE 17+00 B LINE— o o SA SAW - SAW SAW SAW SAW H CHIP HP CHIP— d EIT — — — — — — — — — — — — — — — — — — — — — — CHIP — — — — —P � — — — — EX. ROW O N O D'm OHO p H� O (if CO Ol N O + N N N 7 aJ CO �J +NN +qtN ODN� NLL ID INI- m p� SCALE IN FEET 0 10 20 FACE OF CURB ELEVATION POINT 1' DATE REVISIONS S K I L L I N G S � Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 08/ ORCHARD PORT ORCHARD Wa PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT JOB NUMBER 20155 SOOT DESIGNED BY: K. LANE 9/13/23 NO. DATE ENTERED BY: J. HENRY 9/13/23 CHECKED BY: I. LEE P.E. 9/13/23 PROD. ENGR.: I. LEE P.E. 9/13/23 SHEET 56 1OF 39 SHEETS Plotted By. Kazuma Lane on 9/13/23 11:35 AM PAVING PLAN PAVING Saved By dsims on s/12/23 1:3s PM G: Pro'ect 2020 20155 Port Orchard Bethel and Lincoln \CAD\SHEETS\20155_PS_PP_09.dw SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA 3 0 X W I i ti S 0 20 X so. o .OS,4O F4 2s3 o r o�M 68T, I � N r� r +N Ln Ln o_ �3 w w w' z= J U) W U U7 Q MATCH LINE M 50+70 SEE SHEET 60 20 62 53 g4 d I ID I o0 0 EX Rnui � 182 M X 00 4g 1 Fz..' 6' �T M 49+35.49 X 15.34' RT w FL: 255.93 MATCHLINE SHEET 59+34 SEE SCALE IN FEET 0 10 20 0 5 U X KEYMAP W DATE REVISIONS r SKI L L I NGS � 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 L ��'W ORCHARD PORT ORCHARD Wa PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT JOB NUMBER 20155 100% DESIGNED BY: K. LANE 9/13/23 NO. DATE ENTERED BY: J. HENRY 9/13/23 CHECKED BY: I. LEE P.E. 9/13/23 PROD. ENGR.: I. LEE P.E. 9/13/23 SHEET 57 OF 139 SHEETS Plotted By. Kazuma Lane on 9/13/23 11:36 AM MITCHELL GRADING PLAN Saved By Jslms on s/t2/23 ta5 PM G.\Project\2020\20155 Port Orchard Bethel and Lincoln\CAD\SHEETS\2015535_P_GR_13.dw SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA :7 u) N J al! + QD do N J O � N cc O Ln A n� p LSD Sp— SD D� IPy \ UpH I SO\ ONP \ \�o UPy \ \ Oyp� b Upy O/yp \ \ OH "PA, Fk RO{V� \ \ I \ UPH W m W, 00 SS \ OHp UPN PT:109+34.44 A \M bS gs \ pyp \ \ O0) � � J O)\ rnV)\ S \ _o ^�N o��N v O�J J \ C I \ I \ G I G'\ I k SCAL= IN F-ET 0 10 20 FACE OF CURB ELEVATION POINT I I I I I I I KEYMAP DATE I REVISIONS JOB NUMBER DESIGNED BY: K. LANE 9/13/23 NO. DATE 08/ PORT ORCHARD BETHEL & 20155 ENTERED BY: J. HENRY 9/13/23 � S K I L L I N G S ORCHARD LINCOLN ROUNDABOUT SOOT CHECKED BY: I. LEE P.E. 9/13/23 PROJ. ENGR.: I. LEE P.E. 9/13/23 SHEET Platted By Kazuma Lane on 9/13/23 11:36 AM 5016 Lacey Boulevard SE, Lacey, Washington 98503 58 saved B . Jsinas on s/ 12/ 23 1:39 PM y (360) 491-3399 Fax (360) 491-3857 PAVING PLAN 1OF 39 G.\Project\2020\20155 Port Orchard Bethel and Lincoln \CAD\SHEETS\2015535_PP_06—It.dw PORT ORCHARD Wa SHE SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA SCALE IN FEET 0 10 20 FACE OF CURB ELEVATION POINT 1' by0 b N CD _ CD J J O J - N 0 � 00 61 O Ol O LO + Lf) co 0 � � N � � � 01- + a� N3 EX. ROW c � J- — N _ N c O u7 + N N + N --_ - - + O - — � N J — + _ - - — - - — - OJ N J) _ - - - . `G -------- - — - - — - -— _ _ 1�� Li EX. ROW - %N o dH0 HO dH0 'HO — hf' ("� �J m dH0 dH0 d O xxx-xxx-xxxxx-xxx-xxx-xxx-xx�t-x xxx-xxx-zx-xxx-xx>F xxx-xxx-xxxsx- xxx-xxxxx-xss — — — X-xxxx xxx-xx SS- �dHO� {yxxxy}gpp��cycFcxzldlGpcx=7cxx-Rxx:d>i.Qx-xxrr -- dHg o dH0 _ dH0- xx xxx- xxx-xxx-xxx-dH�xxx-xxx-xxx-xxx-xx " S —SS — — —S — — -SS — —S — — —SS - / p�_ = Ss— —SS— —SS — —ss —_SS — —ss - - _SS — S -ss — —SS -- —SS — SAW SAW SAY ado -nn - - -nn - Ffdff nn _ - -nn K-d, -An - - � - -M --HdnAA— - -hh Hxdrf R,* - SD— — SD— — — SD— — — SD— — — SD— D — — —SID SD— — — Sp— — SD— 4848 0000- -=y-I - - SA rtidFl �., MITCHELL RD SE M LINE — SD— SD— — SD— -�— SD— � — L LPL — — SD— — O 01 O O O H� O CCrn O F- r O �� 0 O O �- � O _ no Ln 01 Ln- - - - - h of u) 0 F- � 0 0 N o6 + _ --------------- +- N +- N --- -- N U)� N �� +O N EX. ROW N NJ +ryN 0 7_i + r- 0)6 w —————------- — — —— EX. ROW �rn as .. � v�� —---------- N LJi N LJi 1 :5 :�i In ro L--—--— --—--—-- — - - — -- EX. ROW DATE REVISIONS SKI L L I NGS � Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 08/ ORCHARD PORT ORCHARD Wa PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT JOB NUMBER 20155 SOOT DESIGNED BY: K. LANE 9/13/23 NO. DATE ENTERED BY: J. HENRY 9/13/23 CHECKED BY: I. LEE P.E. 9/13/23 PROD. ENGR.: I. LEE P.E. 9/13/23 SHEET 59 1OF 39 SHEETS Plotted By. Kazuma Lane on 9/13/23 11:37 AM PAVING PLAN PAVING Saved By dsims on s/12/23 1:na PM G: Pro'ect 2020 20155 Port Orchard Bethel and Lincoln \CAD\SHEETS\20155_PS_PP_07.dw o r) -9J--EX. ROW-----o r- OLf) o n------- 'd O J� U7 O IJi + m Ln--- u� O N +- g-Ij co N � - — - _ EX. ROW o / r SD SD _ — CD - Ln -0 SD SD—S _ :2 W SD LIj w 51+0o MITC SD SAW — — —1—_ _ � HELL RD SE SD —SD —SD SAW =SAW = w M LINE — _ / U � 52+00 / C + _ �2+30 Hdn c — / v x G ASS — _ — G — — G — _ G d Hdn Hdo / I G — — G — — G Hdn ASG Hdn � O S '_ F— r' — —G — — Hdfl O N SCp �- — SD— -SS _ G HdR Hdn Cn F- Cn o — N ' r7 SD— — — _ +O 1� N Ln N tr7 d- \SS , 3D — — SD— — — D— — — G — G --AA In o SD— Sp- _ I ROW=nn - _ — —sS _ — — SD_ —��--h1=_ SS — �g —— —ss — _ c) =—M — _ —SS — — —SS — S —ti —Nr— a o',—M — t E ROW ti a o� SCALE IN FEET 0 10 20 FACE OF CURB ELEVATION POINT 1 I � I I I KEYMAP DATE REVISIONS � SKILL 1 NGS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 �Q% / ORCHARD PORT ORCHARD Wa PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT JOB NUMBER 20155 SOOT DESIGNED BY: K. LANE 9/13/23 NO. DATE ENTERED BY: J. HENRY 9/13/23 CHECKED BY: I. LEE P.E. 9/13/23 PROD. ENGR.: I. LEE P.E. 9 13 23 SHEET 60 OF 39 s1EETs Plotted By Kazuma Lane on 9/13/23 11:37 AM PAVING PLAN sn ed By dK01 on s/12/23 1:na PM G: Pro'ect 2020 20155 Port Orchard Bethel and Lincoln \CAD\SHEETS\20155_PS_PP_07.dw SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA � dNp- -//dN0 eo M �c o _ / dHo — SP`N \ dHo�- / dH0 SpVJ / spW U PN S O J O P o ASS G + oo N_ —SS — N�NiO. 102X SS 1. o —SS — O• R � G _ —ss — — 0�T6 `S \ C C C � Hdn 42+00 —I— Hdn Hdn EX. ROW - - — - - — - - — - -— EX. ROW------------- C-. HO — dH0 dH0 y0 } N — dH0 — OH A N O HO — dH0 OHP,N '�i' OHP OHP —� 1D. j— — — � k — —SS — — - �— — SS — — — S— S )�� S SS — Lj 0 —SS — — —SSr M p �� O 0O Fv oCD 10 N PRC: 44+29.16 MIT HELL RD SE �\ -- — : 44+13.38-_ — M LINE 2 Hdn 'idn Hdn Hdn MITCHELL RD SE 43+00 M LINE ------F--- —'F C C C Hdn Hdn Hdn Hd Hdn =/ i - LPRC: 43+97 60 oMID: 43+75.5 r do —n� Hglf — - -M - - -M - - -M - - -Mv- - -M -�—F F-- 0 o O O (D O O O O O 0 si N. % O HM o' co Ln Hr � cl� co O H� 0 0_ 1� L0 H� N CC u7 O1- Ln Ni 0 N +- N O + N C)1) +- O + � O +- r7 O CJLL O N 7 0 N O N 7 O N O N :7i N CC Q + Ln 4N_-- �r EX. o p. Oy A O SCALE IN FEET 0 10 2_ FACE OF CURB ELEVATION POINT 1' —A: DATE REVISIONS SKILL 1 N GS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 08/ ORCHARD PORT ORCHARD Wa PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT JOB NUMBER 20155 100% DESIGNED BY: K. LANE 9 13 23 NO. DATE ENTERED BY: J. HENRY 9 13 23 CHECKED BY: I. LEE P.E. 9/13/23 PROD. ENGR.: I. LEE P.E. 9 13 23 SHEET 61 1OF 39 sH3 Plotted By. Kazuma Lane on 9/13/23 11:38 AM PAVING PLAN saved By dsims on s/12/23 1:na PM G: Pro'ect 2020 20155 Port Orchard Bethel and Lincoln\CAD\SHEETS\20155_PS_PP_10.dw I I ----------- --- L 103+89.42, 14.98' LT, EL: 247.32 Y2A8///47203+75.76, 7.51'LTMID: 16247EL: 247.26 3+66.98, 4.67' LT EL: 247.22 X// 8.74, 1.16' RT EL: 247.34 Yzp �/247.15DIAN 1A T L.� r C12 L 10 ///rL 103+43.73, 1.86' L j L 103+43.50, 2.16' RT I EL: 247.07 ACC:103+56.97- �O / EL: 2> �MID:103+14. CIO v Yp MEDIAN 2A EL: 252.18 C5 L 103+93.93, 12.12' LT EL: 247.44 MEDIAN 1B IIII C16 PT:103+89.00 Yp IIII ' �EL:247.59 1 L 103+95.59, 9.91' RT n>� EL: 247.83 ^0 G14 L 103+93.89, 11.75' RT Y A EL: 247.84 EL: 247.60 _L 103+77.71, 9.80' RT EL: 247.34 103+79.36, 0.30' RT :247.46 L 103+66.23, 7.69' RT EL: 247.24 MEDIAN 1A-1B L LINE - STA 102+80 TO STA 103+35 PRC:12+ B 11+45.90, 6.08' LT EL:254.84 B 12+75.41, 2.17' RT 12+00, EL:250.75 C3 C gETNE� SE - g LINE E p EL: 252.23 - C2 A B 11+74.03, 5.79' RT MID:11+38.25 EL:254.45 EL:253.90 11+44.80, 2.39' LT : 254.94 MEDIAN 1 A NUMBER RADIUS LENGTH BEARING DELTA L5 6.93 N17' 33' 57.36"W N17' 33' 57"W L6 6.10 N53' 32' 16.61"W N53' 32' 17"W C11 354.00 24.23 S37' 28' 26.05"W C12 2.00 5.76 S47' 00' 29.14"E C13 83.00 22.24 N58' 08' 53.74"E MEDIAN 1B NUMBER RADIUS LENGTH BEARING DELTA C14 83.00 14.34 S77' 41' 32.60"W L7 9.62 N17' 33' 57.36"W N17' 33' 57"W L8 8.69 N53' 32' 16.61"W N53' 32' 17"W C15 1354.00 17.77 N42' 29' 42.11"E C16 3.00 6.54 S73' 39' 44.81 "E C17 66.00 22.20 S20' 53' 30.57"E C18 1.50 2.96 S26' 03' 28.26"W B 13+17.60, 0.76' T' EL: 249.89 B 13+16.19, 5.11' LT EL: 249.84 B 13+06.37, 3.5 EL: 250.06 B 13+07.26, 0.44' LT o EL: 250.11� + G4 1 Y2 A EL: 250.41 B 13+06.34, 2.98' RTJ - - - EL: 250.08 B 13+16.39, 4.62' RT EL:249.87�\ MEDIAN 2A & 2B B LINE - STA 11+44 TO STA 13+36 -Y2 p B 13+29.63, 8.04' LT / EL:249.68 EL:249.50 B 13+33.27, 5.29' LT EL:249.47 CAD 06 PT: 13+38.1 �I U Y2 A EL: 249.57 Cg Gp B 13+35.30, 7.14' RT EL:249.51 B 13+33.32, 8.95' RT EL: 249.54 -yp--------- - EL: 249.71 --DIAN 2B MEDIAN 2A NUMBER RADIUS LENGTH BEARING DELTA C5 1130.00 160.32 S11' 39' 20.26"E C1 2.00 5.18 S81' 49' 59.88"E C2 50.00 30.90 N6' 13' 15.22"E C3 699.00 101.88 N15' 39' 29.38"W C4 93.00 30.75 N10' 21' 40.40"W L1 3.54 N83' 20' 36.89"W N83' 20' 37"W L2 3.26 S65' 51' 31.17"W S65' 51' 31"W SCALE IN FEET 0 10 20 CONSTRUCTION NOTES: 1. FOR SPUTTER ISLAND CURBING, USE "ROUNDABOUT CEMENT CONCRETE CURB & CUTTER (CURB 2). SEE WSDOT STD DETAIL F-10.18-03 ON SHEET 50. 2. STATION, OFFSET, AND ELEVATIONS ARE BASED ON EDGE OF CUTTER. 3. FOR TOP OF CURB ELEVATIONS ADD 4" TO EDGE OF GUTTER ELEVATIONS. 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 50. 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 213 NUMBER RADIUS LENGTH BEARING DELTA C6 3.00 5.30 N33' 38' 24.99"E C7 66.00 12.62 N78' 45' 02.67"E C8 1.50 3.21 S45' 27' 41.24"E C9 93.00 17.06 S10' 32' 53.98"W L3 5.51 N83' 20' 36.89"W N83' 20' 37"W L4 4.58 N65' 51' 31.17"E N65' 51' 31"E C10 1130.00 14.10 N16' 35' 22.61"W DATE REVISIONS � SKILL 1 N GS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360)491-3399 Fax (360) 491-3857 �QJ` ORCHARD PORT ORCHARD WA PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT JOB NUMBER 20155 00% DESIGNED BY:K. LANE 9/13/23 NO. DATE ENTERED BY: HENRY 9/13/23 1. CHECKED BY: I. LEE P.E. 9/13/23 PROJ. ENGR.: I. LEE P.E. 9/13/23 SHEET 62 1OF 39 SHEETS Plotted By Kazuma Lane on 9/13/23 11:38 AM MEDIAN GEOMETRY saved By. Kane on 8/31/23 3:3D PM G:\Project\2020\20155 Port Orchard Bethel and Lincoln CAD SHEETS 20155-PS-MG-01.dw MEDIAN B 14+66.97, 7.34' LT EL: 246.88 B 14+65.06, 5.61' LT \ \ EL: 246.93� z� _L: 246.67 \ B 14+83.0"' 1.56' LTA EL- 246.57 B 14+83.52, 3.89' LT> F-EL: 246.51 ------7///�' -� ---------�- PC:14+52.09 U 0 B 14+93.59, 2.71' LT 2� EL:246.33 Yo EL:246.94055 B 14+66.48, 6.48' RT p V EL: 247.00 �x M lgy 00 Yz C23 -j \ EL:245.2 B 14+70.34, 9.27' RT EL:246.80 .. EL: 246.58 B 14+83.10, 2.61' RT_ EL: 246.54f� B 14+83.84, 5.61' RT EL: 246.47 B 15+89.16, 4.65' LT MEDIAN 3A-1 EL:244.51 7RT C28B 15+02.9 -EL: 246.13 C26 - B 14+92.86, 0.61' RT EL:246.39 14+93.60/4.03'/RT \ EL:24504 : 246.30 --------------- - - - - -_ MEDIAN 3A&313 B LINE - STA 14+65 TO STA 16+14 L 105+42.50, 3.44' LT_ EL: 249.12 \\\ \Yo EL: 248.93 L 105+26.90, 6.86' LT EL:248.44 L 105+24.66, 5.12' LT EL: 248.33 G-5 SE LLN ERG RD M C32 L NE �U - Yo EL:248.85 O L 105+26.83, 5.74' RT �� C31 EL: 248.61 L 105+30.72, 8.32' RT EL: 248.73 / Yo / L 105+42.04,40.92' RT EL: 249.15 L 105+42.94, 5.10' RT, EL: 249.12 �j 105+52.49, 2.77' L : 249.34 105+52.15, 0.38' RT : 249.39 Yz EL: 251.1 6 C35 L20 L 105+71.90, 2.25' RT EL: 249.98 Yo EL: 249.63 105+52.80, 3.39' RT : 249.34 L17 /2 0 EL: 251.58 MEDIAN 4A, 4B, & 4C7 L LINE - STA 104+64 TO STA 106+11 L 106+42.17, 2.92' LT EL: 253.22 106+42.35, 0.00' T EL: 253.26 I _L 106+41.84, 3.17' RT EL: 253.20 L 106+52.03, 3.63' RT EL: 253.55 15+95.75, 3.95' LT :244.46 SAW SAW- 7B 16+13.62, 1.14' R EL: 244.39 10 � _ BETH L RD SE JRT NE -+ B 16+13.02, 5.07'EL: 244.30 IT:15+98.42 SAW PC:106+45.61 L 106+52.07, 3.06' LT EL: 253.57 L 106+52.43, 0.47' RT rFI • 2.ri3 R.ri /2 A EL: 253.78 L 106+65.09, 4.20' LT EL: 253.95 L 106+68.23, 2.31' LT EL: 254.09 a L22 0'It PT:106+78.63/ - r M C� C39 G� EL:254.16 - �0j+0 L 106+70.23, 3.47' RT - . EL: 254.25 y 0 L 106+68.60, 5.58'11RT EL:253.80 EL:254.25 MID:106+62.12 MEDIAN 3A NUMBER RADIUS LENGTH BEARING DELTA C25 181.00 9.51 N14' 32' 28.68"E C26 499.00 110.99 N9' 40' 26.04"E C27 2.00 5.78 N79' 32' 08.51"W L11 18.56 S17' 37' 22.65"W S17' 37' 23"W C28 20.00 6.56 1 S8' 52' 17.73"W C29 251.00 94.78 S10' 17' 10.11 "W L12 3.40 S57' 56' 11.15"E S57' 56' WE 1_13 3.50 S82' 31' 24.54"E S82' 31' 25"E MEDIAN 313 NUMBER RADIUS LENGTH BEARING DELTA C19 66.00 12.17 N72' 14' 34.38"W C20 1.50 3.07 N18' 48' 42.45"W C21 93.00 16.65 N34' 46' 11.51"E L9 2.85 S57' 56' 11.15"E S57' 56' 11"E C22 8.70 3.74 S70' 13' 47.84"E L10 3.09 S82' 31' 24.54"E S82' 31' 25"E C23 181.00 14.28 S7' 36' 12.86"W C24 3.00 5.64 S59' 11' 27.13"W CONSTRUCTION NOTES: SCALE IN FEET 0 10 20 1. FOR SPUTTER ISLAND CURBING, USE "ROUNDABOUT CEMENT CONCRETE CURB & GUTTER (CURB 2). SEE WSDOT STD DETAIL F-10.18-03 ON SHEET 50. 2. STATION, OFFSET, AND ELEVATIONS ARE BASED ON EDGE OF GUTTER. 3. FOR TOP OF CURB ELEVATIONS ADD 4" TO EDGE OF GUTTER ELEVATIONS. 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 50. 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 4A NUMBER RADIUS LENGTH BEARING DELTA C30 3.00 5.29 S52' 02' 45.85"E C31 131.00 12.65 N80' 09' 51.27"E L14 4.27 N7' 20' 19.86"W N7' 20' 20"W L15 4.39 N11' 01' 40.48"E N11' 01' 40"E C32 87.00 16.35 N72' 35' 35.68"W C33 1.50 3.25 S50' 48' 49.22"W C34 66.00 11.14 S6' 19' 35.92"E MEDIAN 413 NUMBER RADIUS LENGTH BEARING DELTA L16 3.17 N11' 01' 40.48"E N11' 01' 40"E L17 89.69 S85' 10' 10.33"E S85' 10' 10"E L18 3.00 S7' 26' 17.73"W S7' 26' 18"W L19 3.14 S14' 23' 54.71"W S14' 23' 55"W L20 69.95 N84' 19' 07.90"W N84' 19' 08"W C35 131.00 19.14 N88' 30' 18.66"W L21 3.08 N7' 20' 19.86"W N7' 20' 20"W SCALE IN FEET 0 10 20 MEDIAN 4C NUMBER RADIUS LENGTH BEARING DELTA L22 13.38 S85' 10' 10.33"E S85' 10' 10"E C36 3.00 4.39 S43' 12' 09.82"E C37 41.00 5.79 S5' 16' 49.09"E C38 1.50 3.19 S51' 32' 37.56"W C39 1 91.00 16.19 N72' 41' 06.35"W L23 3.19 N14' 23' 54.71"E N14' 23' 55"E L24 3.54 N1' 26' 17.73"E N1' 26' 18"E DATE REVISIONS SKILL 1 N GS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360)491-3399 Fax (360) 491-3857 �QJ ORCHARD PORT ORCHARD WA PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT JOB NUMBER 20155 00% DESIGNED BY:K. LANE 9/13/23 NO. DATE ENTERED BY: HENRY 9/13/23 1. CHECKED BY: I. LEE P.E. 9/13/23 PROJ. ENGR.: I. LEE P.E. 9/13/23 SHEET 63 1OF 39 SHEETS Plotted By Kazuma Lane on 9/13/23 11:38 AM MEDIAN GEOMETRY sa ed By. Kane on 8/31/23 3:3D PM G Project 2020 20155 Port Orchard Bethel and Lincoln CAD SHEETS 20155-PS-MG-01.dw MEDIAN 58 M 49+37.10, 2.83' LT EL: 56.29EL: 256.22 M 49+37.09, 0.17' RT M 48+99.50, 1.82' LT EL: 257.31 Y Q�HELL RD EL:256.69M'T g MLIN4 C41 U _ C40 \M 48+99.69, 3.18' RT EL: 257.29 z A ��- EL:256.72 \\ MI PC: 50+47. M 50+41.99, 4.43' LT_ EL: 254.03 M 50+40.58, 2.29' LT EL: 254.11 y1 an M 50+42.46, 2.42' RT CA9 EL: 254.19 M 50+46.06, 4.38' RT, EL: 254.09 PC: 49+11 C48 M 50+58.03, 2.67' RT EL: 253.88 PRC: 50+61 DATE ENTERED BY: J. HENRY CHECKED BY: I. LEE P.E. PROJ. ENGR.: I. LEE P.E. Plotted By. Kazuma Lane on 9/13/23 11:38 AM Saved By. Kane on 8/31/23 3:30 PM G:\Project\2020\20155 Port Orchard Bethel and Lincoln M 49+36.79, 3.17' EL: 25t I I I _M 49+46.97, 2.74' LT EL: 256.00 -M 49+47.11, 0.42' RT [--EL: 256.05 49+55.10, 2.99' LT : 255.82 I C47 Cxru M 49+57.88, 1.59' LT F _ EL:255.79 x � C46 Goy _ - - M 49+60.02, 1.50' R- EL: 255.78 M 49+58.75, 4.02' RT EL: 255.81 PT: 49+55.71 M 49+46.96, 3.66' RT �' 256.00 nNSTRI lC Tln I NnTFS- SCALE IN FEET 0 10 20 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 17'0.00 8.34 N7' 24' 19.59"E MEDIAN 5B 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 1 2.50 1 7.64 1 S81' 51' 15.55"E 1. FOR SPUTTER ISLAND CURBING, USE "ROUNDABOUT CEMENT CONCRETE CURB & GUTTER (CURB 2). SEE WSDOT STD DETAIL F-10.18-03 ON SHEET 50. 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 50+57.89, 0.72' LT EL: %EL: _ 9, 4.14' LT - - - 50+65.92, 0.01' RT 253.87 �M 50+66.54, 3.41' LT �EL: 253.81 A EL: 77 MEDIAN 6B EL: 253.77 C55 M 50+92.59, 2.17' LT EL: 253.72 C53 5j'`00 pj �l EL: 253.77 CJ \TCIt-, RQ Sa W PT: 51+02.84 M\ Sc M 50+92.60, 2.83' RT NF EL: 253.74 M 50+65.94, 3.01' RT_` EL: 253.82 SCALE IN FEET 0 10 20 MEDIAN 6A NUMBER RADIUS LENGTH BEARING DELTA L29 3.45 S72' 12' 10.95"E S72' 12' WE 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 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 613 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 NSTRUCTION NOTES: 1. FOR SPLI SLAND CURBING, USE "ROUNDABOUT CEMENT CONCRETE CURB & GUTTER (CURB 2). SEE WSDOT STD DETAIL F-10.18-03 ON SHEET 50. MEDIAN 6A & 6B 2. STATION, OFFSET, AND ELEVATIONS ARE BASED ON EDGE OF GUTTER. M LINE - STA 50+40 TO STA 50+95 3. FOR TOP OF CURB ELEVATIONS ADD 4" TO EDGE OF GUTTER ELEVATIONS. REVISIONS SCALE IN FEET 0 10 20 I I �L 107+68.39, 0.42' LT EL: 256.09 L 107+52.11, 5.76' LT L 107+68.79, 3.68' LT - EL: 255.67 EL:256.03 L 107+50.49, 3.63' LT PRC: 107+68.88 \ EL: 255.68 j \ L 107+76.89, 2.99' LT y6 EL: 256.16 7L 107+84.00, 2.93' LT CS7 EL: 256.26 0 U z� %L 107+52.48, 1.44' RT C J\�h C64 EL:256.46\ EL: 255.81 sg d = L 108+17.97, 3.68' LT CSg JCO J - C63 EL: 256.67 _ L 107+55.76, 3.57' RT C61 �\ - \ EL:255.83 cy L 107+68.40, 2.77' RT EL:256.40 HF EL:256.04 L 107+76.39, 0.01' LT M<�\SF _ EL: 256.23 NF - L 107+76.45, 2.99' RT \ 1 - - EL_25615 _ �L 108+18.0 ,4 12' RT EL: 256.65 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 S10' 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 rSKILLINGS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (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 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 50. 2. STATION, OFFSET, AND ELEVATIONS ARE BASED ON EDGE OF GUTTER. 3. FOR TOP OF CURB ELEVATIONS ADD 4" TO EDGE OF GUTTER ELEVATIONS. 0 CHARD PORT ORCHARD MEDIAN 7A & 713 M LINE - STA 106+90 TO STA 107+60 JOB NUMBER PORT ORCHARD BETHEL & 20155 100% LINCOLN ROUNDABOUT SHEET 64 MEDIAN GEOMETRY OF 139 WA SHEETS l 105+00 I - X_ I ° LU CO) y w -w-----w-- w - -- ---w-- 0 & W o W Z I I O i= J I 1 W m► �o m 00 I I . � I o �Y A aD D �� EL:249.51 I I to I � I I I I I o � � I I I I B 12+96.09, 36.32' RT o AA -BOW 0+52.94 1 EL: 250.57 0 B 12+91.03, 25.76' RT U AA -BOW 0+41.48 EL:250.55 I i Yz A \ o I EL:250.73 II I \ I N B 12+70.34, 23.29' RT AA -BOW 0+22.65 \ 0 EL:250.97 B 12+64.60, 23.28' RT J AA -BOW 0+16.75 \ I I EL:251.16 I I o 0 B 12+48.29, 22.38' RT 0 AA -BOW 0+00.00 \ 1 EL:251.13 ENIM451, SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA - �� OLN AVE SE CLINE 3 3 1 0-41 �S .O `ems '--w-- - w_ -w-- %" 03 - w s LS - {00 Y A 254.89 I z A _EL: EL:249.79w� I - _ _w�_ L 105+73.04, 32.53' RT x _ _I w- c- - c -x-wxx-x- v o L 105+34.56, 45.33' RT AA -BOW 1+50.29 L 106+35.69, 33.35' RT T w - - 1_ _ x xx xx�xx�k c- v AA -BOW 1+08.97 EL:250.49 AA -BOW 2+12.95 _- ' w- EL: 49.04 EL: 253.59 b W - wx 2 A I 12 � �+ EL: 255.89- _ c L 106+47.15, 35.48' RT L 105+26.67, 51.42' RT AA -BOW 2. n I AA -BOW 0+99.00 EL:25353.92 a EL:248.97 i L 106+61.36, 30.58' RT ,� i y AA -BOW 2+36.51 I EL:254.24 0 0 L 106+82.73, 39.08' RT v to AA -BOW 2+55.97 .... EL:255.41 0 M 49+54.00, 24.47' LT AA-BOWEL:256.113 LU AA -BOW Number ALIGNMENT RADIUS LENGTH DELTA STATION OFFSET BEGIN STATION OFFSET END L1 AA -BOW 16.75 N12' 41' 13.61"W 0+00.00 0+16.75 L2 AA -BOW 5.90 N16' 17' 52.81"W 0+16.75 0+22.65 Cl AA -BOW 73.35 18.83 N6' 40' 10.38"W 0+22.65 0+41.48 L3 AA -BOW 11.46 N55' 55' 29.80"E 0+41.48 0+52.94 C2 AA -BOW 63.50 46.06 N27' 37' 28.59"E 0+52.94 0+99.00 L4 AA -BOW 9.97 N57' 16' 56.64"E 0+99.00 1+08.97 C3 AA -BOW 61.79 41.32 N76' 30' 56.88"E 1+08.97 1+50.29 L5 AA -BOW 62.65 S84' 19' 07.90"E 1+50.29 2+12.94 C4 AA -BOW 32.74 11.46 S74' 17' 39.36"E 2+12.94 2+24.40 L6 AA -BOW 12.15 N74' 11' 48.93"E 2+24.40 2+36.55 C5 AA -BOW 111.74 19.42 S49' 07' 09.10"E 2+36.55 2+55.97 C6 AA -BOW 19.74 13.72 S24' 13' 43.02"E 2+55.97 2+69.69 C7 AA -BOW 111.74 19.79 SO' 45' 18.39"W 2+69.69 2+89.47 L7 AA -BOW 8.76 S84' 35' 58.30" E 2+89.47 2+98.24 YA y EL:256.37 L7 I I SO�� J LU M 49+36.42, 22.14' LT ° X LLJ ? AA -BOW 2+89.47 EL: ??? V g I M 49+36.37, 15.38' LT AA -BOW 2+96.24 x I EL: 256.40 x � I III I SCALE IN FEET 0 10 20 DATE REVISIONS � SKILL 1 N GS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 �QJ` ORCHARD -� PORT ORCHARD Wa PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT JOB NUMBER 20155 00% DESIGNED BY:K. LANE 9/13/23 NO. DATE ENTERED BY: HENRY 9/13/23 1. CHECKED BY: I. LEE P.E. 9/13/23 PROJ. ENGR.: I. LEE P.E. 9/13/23 SHEET 65 OF 139 SHEETS Plotted By Kazuma Lane on 9/13/23 11:39 AM SIDEWALK PLANS Saved By. Jsims on 9/13/23 lzoa AM G Project 2020 20155 Port Orchard Bethel and Lincoln CAD SHEETS 20155_PS_BOW.dw °yA SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA \ -o \ X �\ SD Q SD SD SD R D SE LVaF E � - - A 05 o EL:248.38 \ c / o L 100+88.07, 17.09' RT \ � i BB -BOW 10+16.42 i \ EL: 248.20 L 100+71.75, 17.08' RT \ _ BB -BOW 10+00.00 102+00 - - EL: ??? 0y' 9 oyA \ - so -SD SD C�Z so___--- \SD �0 L 101+35.93, 17.89' RT a 0 \ 12k00 BB -BOW 10+70.51 \ G\ o Y2 A EL: 248.48 ` EL: 246.96 \ yA ` C11 L 102+75.05, 24.43' RT °y L 101+54.99, 23.01' RT BB -BOW 12 46.87 ° �� BB -BOW 10+93.27 0\ \ Y2 p EL:246.87 ` Ao EL: 247.65 L 102BB-BO, 12+54.77' RT \ \ � EL:248.44 �� yq \ BB -BOW 12+51.13 L 101+43.92, 20.06' RT \ BB -BOW 10+79.94 \ EL:247.08 EL:248.49 c\ \ \ L 102+42.41, 23.00' RT BB -BOW 11+95.65 A °yq EL: 246.90 BB -BOW Number ALIGNMENT RADIUS LENGTH DELTA STATION OFFSET BEGIN STATION OFFSET END L8 BB -BOW 16.42 S87' 47' 15.21"E 10+00.00 10+16.42 C8 BB -BOW 152.52 54.09 N82' 28' 38.65"E 10+16.42 10+70.51 C9 BB -BOW 25.00 9.42 N83' 06' 30.95"E 10+70.51 10+79.93 C10 BB -BOW 25.00 13.34 N78' 36' 34.91"E 10+79.93 10+93.27 C11 BB -BOW 157.50 102.37 N44' 41' 58.64"E 10+93.27 11+95.65 L9 BB -BOW 33.47 N26' 04' 45.10"E 11+95.65 12+29.11 C12 BB -BOW 375.50 22.02 N27' 45' 32.58"E 12+29.11 12+51.13 C13 BB -BOW 59.50 34.37 N45' 59' 11.93"E 12+51.13 12+85.50 L10 BB -BOW 8.97 S87' 02' 05.24"E 12+85.50 12+94.47 C14 88-BOW 55.50 10.32 N75' 52' 11.49"E 12+94.47 13+04.79 C15 BB -BOW 19.50 22.80 S65' 18' 21.39"E 13+04.79 13+27.59 C16 86-BOW 240.50 34.66 S27' 40' 53.97"E 13+27.59 13+62.25 L11 BB -BOW 11.20 S76' 12' 50.25"E 13+62.25 13+73.46 C18 BB -BOW 249.18 14.95 S20' 16' 52.53"E 13+73.46 13+88.40 C17 BB -BOW 249.18 14.95 S20' 16' 52.53"E 13+73.46 13+88.40 L12 BB -BOW 13.60 S22' 34' 49.12"E 13+88.40 14+02.00 ENTERED BY: J. HENRY CHECKED BY: I. LEE P.E. PROJ. ENGR.: I. LEE P.E. Plotted By. Kazuma Lane on 9/13/23 11:39 AM Saved By. Jsims on 9/13/23 12:08 AM G:\Project\2020\20155 Port Orchard Bethel and Lincoln c \ C p � \ yA \ % \ p J � c ` \ .J \T p Oyu VQ 6 / \ o\ a/ \ °y cA \ B ` /*o`� \ i V ` 0y oy DATE REVISIONS �D 9/13/23 N0. DATE r SKILL 1 N GS 9/13/23 ORCHARD 9/13/23 9/13/23 5016 Lacey Boulevard SE, Lacey, Washington 98503 SHEETS 2G155_PS_B0w.dw (360) 491-3399 Fax (360) 491-3857 PORT ORCHARD A 247.285D Aim \\ L 103+36.90, 31.86' RT BB -BOW 12+85.50 EL:247.49 103+43.04, 39.12' RT BB -BOW 12+94.47 EL: 247.65 o L 103+53.18, 45.04' RT BB -BOW 13+04.79 EL: 247.79 B 13+24.56, 46.30' LT BB -BOW 13+27.59 EL: 249.52 Yz A EL: 250.25 B 12+96.52, 34.29' LT BB -BOW 13+62.25 EL: 250.56 G° ' 2+92.30, 24.12' LT BB -BOW 13+73.46 V EL: 250.59 B 12+78.75, 22.25' LT BB -BOW 13+88.37 EL: 251.01 12+65.87, 20.67' LT BB -BOW 14+02.00 EL:251.24� SCALE IN FEET 0 10 20 -Sp IX �/� PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT SIDEWALK PLANS Wa ,yx � I � I I I KEYMAP JOB NUMBER 20155 100% SHEET 66 OF 139 SHEETS SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA L 103+61.20, 34.75' LT CC -BOW 20+54.02 EL: 247.54 L 103+55.61, 24.44' LT L 103+33.55, 21.78' LT CC -BOW 20+41.05 CC -BOW 20+16.82 EL: 247.37 EL: 247.26 L 103+18.24, 18.90' LT CC -BOW 20+00.00 EL: 246.527 Sp_ CC -BOW Number ALIGNMENT RADIUS LENGTH DELTA STATION OFFSET BEGIN STATION OFFSET END L13 CC -BOW 12.85 N24' 49' 26.46"E 20+03.98 20+16.82 C19 CC -BOW 457.44 24.23 N33' 42' 12.89"E 20+16.82 20+41.05 L14 CC -BOW 12.97 N8' 09' 21.53"W 20+41.05 20+54.02 C20 CC -BOW 466.50 91.75 N42' 00' 46.26"E 20+54.02 21+45.77 C21 CC -BOW 80.50 31.86 N58' 59' 05.89"E 21+45.77 21+77.63 C22 CC -BOW 68.50 48.14 N50' 11' 20.49"E 21+77.63 22+25.77 L15 CC -BOW 11.10 N81' 36' 04.83"E 22+25.77 22+36.87 C23 CC -BOW 78.07 9.53 N21' 26' 31.75"E 22+36.87 22+46.40 L16 CC -BOW 17.71 N17' 25' 23.64"E 22+46.40 22+64.11 C20 21+00 I N i OL' B 14+28.69, 75.21' LT _CC -BOW 21+45.77 EL: 247.44 ( } EL: 247. B 15+39.04, 23.81' LT CC -BOW 22+63.95 EL: 245.17 B 15+20.23, 25.01' LT CC -BOW 22+46.48 B 14+56.18, 58.32' LT EL:246.06 CC -BOW 21+77.63 B 15+09.88, 25.93' LT EL:247.19 CC -BOW 22+36.87 EL: 246.29 B 15+04.58, 35.93' LT CC -BOW 22+25.77 EL: 246.56� 22+00 Y A. SO EL• 246.90 �n o ENE. ' ova SCALE IN FEET 0 10 20 DATE REVISIONS � SKILL 1 N GS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 �QJ ORCHARD PORT ORCHARD Wa PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT JOB NUMBER 20155 00% DESIGNED BY:K. LANE 9/13/23 NO. DATE ENTERED BY: HENRY 9/13/23 1. CHECKED BY: I. LEE P.E. 9/13/23 PROJ. ENGR.: I. LEE P.E. 9/13/23 SHEET 67 OF 139 SHEETS Plotted By Kazuma Lane on 9/13/23 11:39 AM SIDEWALK PLANS sa ed By. Jsims on s/13/23 lzoa AM G Project 2020 20155 Port Orchard Bethel and Lincoln CAD SHEETS 20155_PS_BOW.dw SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA B 5+34.23, 21.66' RT DD-BOW 30+00.00 EL:245.18 7i B 15+17.21, 22.42' RT DD-BOW 30+18.16 EL: 246.18 I 1 B 15+06.45, 23.22' RT r DD-BOW 30+29.69 i EL:246.39 II B 15+00.40, 33.33' RT DD-BOW 30+41.74 EL: 246.65 0 I 1 zA EL: 246.88 M 50+69.45, 15.93' LT DD-BOW 32+84.57 EL: 254.07 M 50+70.48, 22.60' LT i DD-BOW 32+77.81 1 EL: ???� B 14+75.06, 42.50' RT DD-BOW 30+71.44 M 50+41.01, 30.18' LT EL:247.33 DD-BOW 32+52.66 Yz0- EL:254.36 EL:254.26 Yz A L 106+71.54, 31.17' LT E 247.95 DD-BOW 32+35.77 L 105+34.40, 42.06' LT L 106+58.40, 27.23' LT EL:254.33 o DD- BOW 30+88.06 EL:248.71 DD-BOW 32+19.59 I EL:253.93 I V^� I z A L 106+50.18, 34.85' LT EL: 254.42 EL:249.21 DD-BOW 32+07.09 L 105+44.09, 35.86' LT L 106+12.55, 33.13' LT EL:253.88 DD-BOW 30+99.69 DD-BOW 31+68.44 ?6, 0 _ _EL:249.54 EL.252.55 1 --61.99, 33.05' LT -------- ----- DD-BOW 31+17.89 GS1 EL:249.99 C29 �2p ?> 119 C� - 28 EL: 253.51 ❑ T P z0 2 A EL: 251.23 EL: 249.73 DD-BOW Number ALIGNMENT RADIUS LENGTH DELTA STATION OFFSET BEGIN STATION OFFSET END L17 DD-BOW 18.11 S11' 43' 37.73"W 30+00.00 30+18.11 C24 DD-BOW 174.31 11.57 S12' 31' 45.86"W 30+18.11 30+29.69 L18 DD-BOW 12.05 S39' 03' 16.28"E 30+29.69 30+41.74 C25 DD-BOW 163.50 29.70 S2' 40' 31.32"W 30+41.74 30+71.44 C26 DD-BOW 27.00 16.62 S20' 09' 48.05"E 30+71.44 30+88.06 C27 DD-BOW 22.74 11.63 S52' 27' 21.08"E 30+88.06 30+99.69 C28 DD-BOW 57.74 18.20 S76' 08' 29.21"E 30+99.69 31+17.89 L19 DD-BOW 50.55 S85' 10' 10.33"E 31+17.89 31+68.44 C29 DD-BOW 468.74 38.65 S87' 31' 54.01"E 31+68.44 32+07.09 L20 DD-BOW 12.50 S44' 23' 00.28"E 32+07.09 32+19.59 C30 DD-BOW 477.74 16.18 N88' 05' 05.75"E 32+19.59 32+35.77 C31 DD-BOW 21.74 16.89 N64' 51' 31.24"E 32+35.77 32+52.66 C32 DD-BOW 56.74 25.14 N29' 54' 28.13"E 32+52.66 32+77.81 L21 DD-BOW 9.76 S71' 55' 23.89"E 32+77.81 32+87.57 Ma �� _ �OLN AVE SE 0 40 SD . w- A SCALE IN FEET 0 10 20 DATE REVISIONS � SKILL 1 NGS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 08 ORCHARD PORT ORCHARD �/I/8 PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT JOB NUMBER 20155 SOOT DESIGNED BY: K. LANE 9/13/23 NO. DATE ENTERED BY: J. HENRY 9/13/23 CHECKED BY: I. LEE P.E. 9/13/23 PROJ. ENGR.: I. LEE P.E. 9/13/23 SHEET 68 OF 139 SHEETS Plotted By Kazuma Lane on 9/13/23 11: 39 AM SIDEWALK PLANS Saved Jsims on s/13/23 12:DB AM G: Pro'eBcy t 2020 20155 Port Orchard Bethel and Lincoln\CAD\SHEETS\20155_PS_BOW.dw DATE ENTERED BY: J. HENRY CHECKED BY: I. LEE P.E. PROJ. ENGR.: I. LEE P.E. Plotted By Kazuma Lane on 9/13/23 11:39 AM Saved By. Jsima oa 9/13/23 12:08 AM G:\Project\2020\20155 Port Orchard Bethel and Lincoln \ 10j ss� +O0 1-r LO W-w W to 0 REVISIONS Ir"All SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA M 50+66.68, 18.26' RT EE-BOW 39+93.50 g+-9 /-EL- 254.06 L22 0 +, +- ui IT/,l/ G- G _ �S I I I I Yz A EL: 255.99 I \ M 49+39.99, 22.50' RT -FF-BOW 50+11.74 EL: 256.44 I M 49+34.73, 21.94' RT FF-BOW 50+07.02 EL: 256.52 I I M 50+67.10, 24.75' RT EE-BOW 40+00.00 EL: 254.16 _Y2 A EL: 254.51 M 50+32.11, 36.50' RT EE-BOW 40+42.98 EL: 255.63 L 107+49.95, 30.74' LT -EE-BOW 40+48.03 EL: 256.01 zA EL:256.16 L 107+64.87, 26.83' LT SEE -BOW 40+59.36 EL: 256.25 �E A EL: 256.36 L 107+79.37, 23.34' LT 0 EE-BOW 40+74.00 spy EL:??? -EL: c L 107+78.64, 16.88' LT N\oP EE-BOW 40+80.50 \ EL:256.37 \o_ W UPy \\So \ \ \\ d' SU o� \ SD SS \ \S \ \ \ 7p8\ Sa \Upy \ \ \ \ 'IV �ay \ G - G F EE-BOW Number ALIGNMENT RADIUS LENGTH DELTA STATION OFFSET BEGIN STATION OFFSET END L22 EE-BOW 8.50 S85' 42' 58.51 "E 39+91.50 40+00.00 C33 EE-BOW 230.75 42.98 SO' 55' 43.33"E 40+00.00 40+42.98 C34 EE-BOW 7.00 5.04 S26' 54' 31.96"E 40+42.98 40+48.03 C35 EE-BOW 62.00 11.33 S52' 47' 14.27"E 40+48.03 40+59.36 C36 EE-BOW 62.05 14.64 S64' 47' 02.25"E 40+59.36 40+74.00 L23 EE-BOW 8.50 S18' 59' 00.68"W 40+74.00 40+82.50 C39 � G �G_ \ L 107+62.16, 23.21' RT - G FF-BOW 50+51.07 EL:256.24 \ _ A 256.78 S oyp /\ Uph � Mbs \S G \ \ \7C9 S \ Mbs Xoo / co L 108+84.56, 2017' RT FF-BOW 51+67.98 EL:258.38 \ FF-BOW Number ALIGNMENT RADIUS LENGTH DELTA STATION OFFSET BEGIN STATION OFFSET END C37 FF-BOW 52.50 8.97 N10' 55' 43.47"E 50+02.77 50+11.74 C38 FF-BOW 27.50 39.34 N56' 48' 00.97"E 50+11.74 50+51.07 C39 FF-BOW 330.50 116.90 S72' 05' 16.98"E 50+51.07 51+67.98 L24 j FF-BOW j 18.39 S61' 53' 43.17"E 51+67.98 51+86.36 rSKI LLINGS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360)491-3399 Fax (360) 491-3857 L 109+04.02, 19.25' RT FF-BOW 51+86.36 EL: 258.54 0 CHARD PORT ORCHARD G� \ SCALE IN FEET 0 10 20 JOB NUMBER PORT ORCHARD BETHEL & 20155 100% LINCOLN ROUNDABOUT SHEET 69 SIDEWALK PLANS OF 139 Wa SHEETS oS @ R L 1 5197, 0.0� �O LEGEND: \0s �� G RQ F pS �46-3-k5 .00' T. 7�? - ��C% ' �Q RAMP CONSTRUCTION LIMITS - - RIGHT-OF-WAY _ os ��C. J� �'` - - - CONSTRUCTION CENTERLINE SCALE IN FEET \os\ C ABBREVIATIONS: c 5 is 19 LF OF CURB FRONT / 19 LF OF CURB FRONT CS\ SCALE IN FEET BOW BACK OF WALK L 103+69.22, 21.61' LT. L 103+65.65, 20.25' LT. o s o EL ELEVATION FL:246.85 FL.246.83 TBC:+0.0 TBC:+0.0 L 103+64.76, 30.57' RT. L 103+78.37, 33.59' RT. FL FLOWLINE L 103+74.02, 23.88' LT. L 103+60.49, 18.76' LT. FL: 246.80 FL: 247.02 TBC:+0.0 FL:247.14 TBC: +0.5 TBC TOP BACK OF CURB FL: 246.88 TBC: +0.5 L 103+56.57, 28.06' RT. TBC: +0.5 FL: 246.97 TBC:+0.0 CONSTRUCTION NOTES: L 103+49.77, 24.60' RT. FL:246.90 1. SIDEWALK WILL BE A MINIMUM OF 6' - -~� TBC: +0.5 WIDE WITH A CROSS SLOPE NOT TO ADA RAMP AREA = EXCEED 2.07a UNLESS TYING INTO AN a a 114 SO FT EXISTING SIDEWALK. ADA RAMP AREA = p L 103+67.79, 28.31' LT. 0 9� b L 103+64.48, 27.06' LT. EL 247.41 a 114 SO FT ® �Y \\ 2. RAMP CROSS SLOPES SHALL NOT EXCEED 2.0% EL 247.45 50 L 103+52.08, 33.85' RT. b q o L 103+56.90, 36.65' RT.� 3. RAMPS TRANSVERSE SLOPES SHALL NOT 5.0'® 0.8% u? EL:247.54 EL:247.49 S, g0 5.0' @ 1.0% EXCEED 8.37a UNLESS 15 FEET IN LENGTH. <yy 4. LANDING CROSS SLOPE SHALL NOT EXCEED 2.07. ® o, 5.0@ 0.8% ° a 2c a `' 5. LANDING TRANSVERSE SLOPE SHALL NOT -L 103+66.73, 34.10' LT. L 103+63.61, 32.92' LT. O EXCEED 2.07. BOW:247.54 BOW:247.50 5.0' ® 1.0% L 103+48.04, 38.75' RT. L 103+52.91, 41.62' RT. 6. EXITING TRANSVERSE SLOPE FOR BOW:247.58 BOW:247.63 LANDING ONTO ROADWAY SHALL NOT / EXCEED 8.0% THE CITY STANDARD, RAMP 1 GUTTER PANS HAVE A SLOPE OF 8.3% RAMP 2 AND MUST BE WARPED AT LANDINGS. yF� R e c�HF Q SF tNE� R 6E e �W� Sp ` SCALE IN FEET M _ - SCALE IN FEET \ 0 5 10 / _ _M' 0 5 10 0 19 LF OF CURB FRONT � / I� 19 LF OF CURB FRONT B 13+08.76, 21.92' LT. B 13+04.35, 20.47' LT. FL: 249.68 FL: 249.75 TBC:+0.0 TBC:+0.0 _ -M' B 13+03.50, 22.09' RT. B 13+08.71, 23.69' RT. B 12+98.05, 18.73' LT FL: 249.82 FL: 249.76TBC: B 13+14.81, 24.26' LT. FL:249.88 +0.0 TBC: +0.0 1 FL: 249.55 TBC: +0.5 TBC: +0.5 B 13+15.93, 26.27' T. B 12+96.15, 20.19' RT. FL: 242167� &I o FL: 249.91 TBC: +0.5 dNo C�+0.5 SD s d o �SD � D �I1rII 1M ADA RAMP AREA 114 SO FT SDI I �� ®S A os-ADA RAMP AREA = o _ , �%q 114 SO FT 5.0' 01.2% B 13+06.87, 28.61' LT. o o B 13+02.56, 27.19' LT. _�_-o-- \ - --`0 __9 -� \SD\\ - EL: 250.20 EL 250.26 __ /� 5.0' t2% '\\\ \�G 0 @ �� B 13+06.24, 30.34' RT.- _ I o �P o /B 13+00.90, 28.69' RT. EL:250.15 ® O EL:250.21 5.0' ® 1.2% C II B 13+05.35, 34.34' LT. B 13+01.09, 32.96' LT. 5.0' @ 1.2% B 12+98.54, 34.33' RT. B 13+04.00, 36.02' RT. BOW: 250.26 BOW: 250.32 BOW: 250.30 BOW: 250.24 \ RAMP 3 RAMP 4 KEYMAP DATE REVISIONS SKILL 1 NGS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 L ��'W ORCHARD PORT ORCHARD Wa PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT JOB NUMBER 20155 100% DESIGNED BY: K. LANE 9/13/23 NO. DATE ENTERED BY: J. HENRY 9/13/23 CHECKED I. LEE P.E. 9/13/23 PROD. ENGR.: I. LEE P.E. R.: 9 13 23 SHEET 70 OF 39 SHEETS Platted By. Kazuma Lane on 9/13/23 11:40 AM ADA RAMPS Saved By. Jslms on s // 1 23 4:27 PM G\Project\2020\20155 Port Orchard Bethel and Lincoln\CAD\SHEETS\20155-PS-ADA_01.dw s � LEGEND: RAMP CONSTRUCTION LIMITS RIGHT-OF-WAY /"000 _ SCALE IN FEET ` CONSTRUCTION CENTERLINE / 19 LF OF CURB FRONT SCALE IN FEET ABBREVIATIONS: 19 LF OF CURB FRONT 0 5 10 0 0 5 10 BOW BACK OF WALK / 0/ / eo a B 14+89.64, 20.06' RT. B 14+94.22, 18.84' RT. EL ELEVATION B 14+95.43, 293 4' LT B 14+90.27, 23.29' LT. FL 246.05 FL: 245.98 FL FLOWLINE ,-'FL: 24 . 2 FL:245.98 TBC: +0.0 TBC: +0.0 / TgC.+0.0 TBC:+0.0 a� B 14+83.34, 22.09' RT. B 15+00.74, 17.49' RT. TBC TOP BACK OF CURB B 15+02.61, 20.43'St B 14+83.22, 25.50' LT. T FL 246.15 FL 245.88 FL�245.81 FL: 246.06 TBC: +0.5 TBC: +0.5 4BC:a+�g TBC:+0.5 CONSTRUCTION NOTES: s/ 1. SIDEWALK WILL BE A MINIMUM OF 6' WITH A CROSS SLOPE NOT TO ado VWIDE SO�ADA EXCEED 50:1, UNLESS TYING INTO %0 5.0 1. , RAMP AREAAN EXISTING SIDEWALK. o ADA RAMP AREA = SQ FT 114 SQ FT114 w 9�q A2. 7B14+91.26, RAMP CROSS SLOPES SHALL NOT A A EXCEED 50:1. B 14+97.56, 28.66' LT.'G A B 14+92.45, 30.56' LTVEL:246.43 5.00' @ 1.2%1.2%3. RAMPS TRANSVERSE SLOPES SHALL EL: 246.50 rn � NOT EXCEED 12:1, UNLESS 15 FEET 5.0' ® 1.2% 26.84' RT. �B 14+95.76, 25.65' RT. IN LENGTH. GG ��, b\® y EL:246.50 EL:246.56 O 0 f M ® © % an 4 EXCEED G COROSS SLOPE SHALL NOT co.�Y 16 C oo � 5.0'@1.2% 5. LANDING TRANSVERSE SLOPE SHALL B 14+92.59, 32.66' RT. B 14+97.04, 31.49' RT. NOT EXCEED 50:1. B 14+99.45, 34.41' LT. 5.0' ®1.2% B 14+94.09, 35.82' LT. BOW:246.65 BOW:246.59 B 0 W: 246.50 B 0 W: 246.57 6. EXITING TRANSVERSE SLOPE FOR LANDING ONTO ROADWAY SHALL THE CITY NOT 20:1.RAMP 5 RAMP 6 STANDARD,DGUTTERPER PANS HAVE SLOPE OF 12:1 AND MUST BE WARPED AT LANDINGS. LINCOL - - a ` INC -)v 19 LF OF CURB FRONT 19 LF OF CURB FRONT MINE �\ O \ a SCALE IN FEET L 105+51.59, 17.46' LT. L Q05+46.67, 18.33' LT. SCALE IN FEET 0 L 105+48.76, 19.83'/ RT. L 105+53.58, 18.48' RT. FL:2 9.02 FL:249.07 0 5 10 FL: 249.01 FL: 48.94 0 5 10 TBC +0.0 TBC: +0.0 TBC: +0.0 TBC+0.0 L 105+58.44, 16.82' LT. I L 105+40.01, 20.05' LT. L 105+42.19, 22.23' RT. `6 L 105+60.44, 17.11' RT. FL:249.15 o FL 248.83 TBC: +0.5 FL: 248.91 FL 249.18 o TBC: +0.5 TBC:+0.5 / TBC:+0.5 I aS - V = S 05 o Os° ADA RAMP AREA = ® 0 114 SQ FT �f f L 105+52.90, 24.89' LT. "+!q o I \ L 105+47.97, 25.76' LT\ ADA RAMP AREA = \ EL:249.50 EL: 249.43 �os\ 114 SQ FT r; `,8'( 1.4% 5.0 ® 1.4% a f !9 �o L 105+55.47, 25.22' RT. n QaC 1 L 105+50.65, 26.5 ' RT. ® 'L�� ©�� EL:249.36 A EC?49.29 0 \ `O -o L 105+53.85, 30.26' LT. LD5+48.91, 31.13' LT. I _ _L 105+52.27, 32. 5' RT. 5. 0' @ 1.4% - 1'1'- n9.38 L 105+57.09, 31.9O�RT. BOW:249.5c B0�:249.52 - _ BOW: 11- BOW: 249.45 ° RAMP -.199910m---W__ � RAMP 7 o i KEYMAP DATE REVISIONS SKILL 1 NGS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 L ��'W ORCHARD PORT ORCHARD Wa PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT JOB NUMBER 20155 100% DESIGNED BY: K. LANE 9/13/23 NO. DATE ENTERED BY: J. HENRY 9/13/23 CHECKED I. LEE P.E. 9/13/23 PROJ. ENGR.: I. LEE P.E. R.: 9/13/23 SHEET 71 OF 139 SHEETS Platted By. Kazuma Lane on 9/13/23 11:40 AM ADA RAMPS Saved By. Jslms on 9/11/23 4:27 PM G.\Project\2020\20155 Port Orchard Bethel and Lin col n\CAD\SHEETS\20155-PS-ADA_02.dw - _ - - LEGEND: L LINES - L'NCO=AVE RAMP CONSTRUCTION LIMITS L LANE - - - - RIGHT-OF-WAY 19 LF OF CURB FRONT 15 LF OF CURB FRONT - CONSTRUCTION CENTERLINE ABBREVIATIONS: L 106+48.45, 18.26' LT. L 106+43.76, 17.88' LT. FL: 253.10 FL 253.04 L 107+70.62, 17.91' LT. BOW BACK OF WALK TBC: +0.0 TBC: +0.0 SCALE IN FEET FL: 255.76 SCALE IN FEET L 107+78.1 Q 16.40' LT. TBC: +0.0 EL ELEVATION L 106+54.63, 19.10' LT. L 106+36.77, 17.47' LT. 0 5 10 FL 255.87 0 5 10 FL:253.20 FL:252.90 TBC: +0.0 L 107+62.85, 19.93' LT. FL FLOWLINE TBC: +0.5 TBC: +0.5 FL: 255.67 7TBC:+0.5 TBC TOP BACK OF CURB ADA RAMP AREA = CONSTRUCTION NOTES: 88 SQ FT 1 ADA RAMP AREA = ® <q Qq �� m 1. SIDEWALK WILL BE A MINIMUM OF 6' WIDE ® o © 114 SQ FT O /HC 1!p \ WITH A CROSS SLOPE NOT TO EXCEED L 106+47.93, 25.23' LT. d L 106+43 26, 24.86' LT. o' 50:1, UNLESS TYING INTO AN EXISTING EL: 253.56 EL: 253.50 SIDEWALK. 5.0' @ 1.2% 7 zs @ 1.4% 6:25, 2. RAMP CROSS SLOPES SHALL NOT EXCEED � Mi 50:1. @ �Oy o L 107+78.78, 22.91' LT. 3. RAMPS TRANSVERSE SLOPES SHALL NOT BOW: 256.02 L 107+65.59, 26.11' L EXCEED 12:1, UNLESS 15 FEET IN TBC: +0.5 BOW:256.23 LENGTH. 5.0' @ 1.271.2% TBC: +0.0 L 107+72.18, 24.24' LT. 4. LANDING CROSS SLOPE SHALL NOT BOW:255.93 EXCEED 50:1. L 106+47.51, 31.21' LT. L 106+42.83, 30.85' LT. TBC: +0.5 BOW:253.64 BOW:253.58 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 RAMP 9 RAMP 10 HAVE A SLOPE OF 12:1 AND MUST BE WARPED AT LANDINGS. - LINCOLN A 24 LF OF CURB FRONT 22 LF OF CURB FRONT L 107+85.20, 15.78' RT. SCALE IN FEET L 106+43.00, 17.L 106+48.16, 18.70' RT. FL:255.85 SCALE IN FEET 2 FL 53.01 .01 FL: 253.08 0 5 10 TBC: +0.5 0 5 10 TBC: +0.0 TBC: +0.0 L 107+68.47, 16.12' RT. L 106+36.04, 17.05' RT. L 106+55.87, 20.71' RT. FIE:255.72 L 107+76.74, 15.95' RT. FL: 252.86 FL: 253.24 TBC: +0.0 FL: 255.79 TBC: +0.5 TBC: +0.5 TBC: +0.0 L 107+61.61, 16.71' RT. FL:255.65 ADA RAMP AREA = -- TBC: +0.5 155 SQ FT - f� - 0 of q� io °� co1� A o I@ ADA RAMP AREA = 8.0' @ 5.6% ° 8.0' @1.0% °8.0' @ 6.s% 114 SQ FT 5.0' @ 1.4% ry L 106+46.52, 25.55' RT. L 106+41.55, 24.51' RT. !_ EL: 253.55 07+62.23, 23.20' RT. EL 253.48 1'07 BOW:256.25 L 107+85.35, 22.31' RT. NC TBC: +0.0 BOW:256.42 - TBC: +0.0 5.0' @ 1.47 L 107+68.61, 22.66' RT. L 107+76.89, 22.49' RT. - 1 BOW: 255.80 BOW: 255.88 L 106+40.30, 3' L 106+45.19, 31.42' RT. TBC: +0.5 TBC: +0.5 BOW.38:253.55 BOW:253.62 55 I I _ RAMP 11 RAMP 12 KEYMAP DATE REVISIONS SKILL 1 NGS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 L ��'W ORCHARD PORT ORCHARD Wa PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT JOB NUMBER 20155 100% DESIGNED BY: K. LANE 9 13 23 NO. DATE ENTERED BY: J. HENRY 9 13 23 CHECKED I. LEE P.E. 9/13/23 PROJ. ENGR.: I. LEE P.E. R.: 9 13 23 SHEET 72 of 139 1 SHEETS Platted By Ka-zuma Lane on 9/13/23 11:41 AM ADA RAMPS 1 K1L ved saBy 9/11/23 2,12 PM on G.\Project\2020\20155 Port Orchard Bethel and Lincoln \CAD\SH EETS\65 ADA CURB RAMP DETAILS.dwq _ M7CI-r L E LEGEND: M LINE _\ RAMP CONSTRUCTION LIMITS - _ 16.25' LF OF CURB FRONT RIGHT-OF-WAY M 50+52.46, 19.73' RT. - CONSTRUCTION CENTERLINE s� RQ SCALE IN FEET FL:253.74 TBC:+0.5 SCALE IN =T ABBREVIATIONS: �M�� -►NE 15.75' LF OF CURB FRONT o 5 10 M 50+58.58, 18.27' RT. FL:253.63 0 5 10 BOW BACK OF WALK TBC: +0.0 EL ELEVATION M 50+66.09, 17.75' RT. FIE:253.56 FL FLOWLINE M 50+50.81, 19.88' LT. "---,-TBC: +0.0 FL:253.68 M 50+61.52, 17.52' LT. TBC TOP BACK OF CURB TBC: +0.5 + FL: 253.63 TBC:+0.0 AREA = QgyA CONSTRUCTION NOTES: 9ADA 8 SQAMP �f �qti ADA RAMP AREA = M 50+69.10, 15.44' LT. o O� 104 SQ FT t FL:253.57 1. SIDEWALK WILL BE A MINIMUM OF 6' WIDE TBC: +0.0 ° - WITH A CROSS SLOPE NOT TO EXCEED 50:1, �_ UNLESS TYING INTO AN EXISTING SIDEWALK. 8.0' @ 7.0% 7.75' 0.9% 24.28' RT. �BOW: 2. RAMP CROSS SLOPES SHALL NOT EXCEED 53.80 253. 0 50:1. TBC: +0.5 M 50+59.10, 24.78' RT. 3. RAMPS TRANSVERSE SLOPES SHALL NOT EXCEED 12:1, UNLESS 15 FEET IN LENGTH. BOW: 253.72 7.25' @ 0.7% 7.0' @ 6.35- TBC: +0.5 4. LANDING CROSS SLOPE SHALL NOT EXCEED M 50+53.58, 26.09' RT. 50:1. BOW M 50+69+61, 21.98' LT. T BC: +4.14 TBC: +0.5 5. LANDING TRANSVERSE SLOPE SHALL NOT BOW:253.76 EXCEED 50:1. TBC: +0.5 M 50+53,97, 26.12' LT. M 50+63.43, 23.71' LT. 6. EXITING TRANSVERSE SLOPE FOR LANDING BOW: 254.15 BOW:253.71 ONTO ROADWAY SHALL NOT EXCEED 20:1. TBC: +0.5 PER THE CITY STANDARD, GUTTER PANS TBC: +0.5 HAVE A SLOPE OF 12:1 AND MUST BE WARPED AT LANDINGS. RAMP 13 RAMP 14 R 000 "TCHELL M►TCH� _ E SCALE IN FEET - M L►NE SCALE IN FEET M LINE _ / 0 5 10 o a o 18.75' LF OF CURB FRONT M 49+46.36, 15.44' LT. M 49+35.25, 15.32' RT. FIE:255.74 17.5' LF OF CURB FRONT FL:255.94 TBC: +0.0 M 49+37.08, 14.83' LT. TBC: +0.0 M 49+53.11, 16.72' LT. FIE:255+89 M 49+46.03, 17.04' RT. FL: 255.60 TBC: +0.0 FL: 255.79 TBC: +0.5 ao TBC: +0.0 t tO M 49+54.91, 20.25' RT. oFL: 255.49 + TBC: +0.5 ec a ADA RAMP AREA = 7.0' @ 4.9% 9.5' @ 1-49 ADA RAMP AREA = g,75' 41 % 7.0' 112 SQ FT 3.Oq 112 SQ FT t0' o, 4 .82, 23.11' LT. M 49 40, 26.01\ RT. BOW:256.18 TBC: +0.5 M 49+34.48, 21.82' RT. BOW:256: - M 49+45.62, 21.93' LT. M 49+37.10, 21.37' LT. BOW:256.01 TBC: +0.5 BOW:255.97 BOW: TBC: +0.5 M 49+44.02, 23.33' R +.84 TBC: +0.5 TBC: +0.5 BOW:255.89 I TBC: +0.5 RAMP 15 RAMP 16 � KEYMAP DATE REVISIONS SKILL 1 NGS � 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 �� ORCHARD PORT ORCHARD Wa PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT JOB NUMBER 20155 100% DESIGNED BY: K. LANE 9/13/23 NO. DATE ENTERED BY: J. HENRY 9/13/23 CHECKED BY: I. LEE P.E. 9/13/23 PROD. ENGR.: I. LEE P.E. 9/13/23 SHEET 73 F 1 SHEETS Platted By. Kazuma Lane on 9/13/23 11:41 AM ADA RAMPS 1 Saved By Jslms on s / 13/ 23 12:08 AM IG.\Project\2020\20155 Port Orchard Bethel and Lincoln \CAD\SHEETS\20155-PS-ADA_04.dw LEGEND: RAMP CONSTRUCTION LIMITS \ B 12+70.34, 23.29' RT. B 12+84.91, 16.30' LT. BOW:250.97 - - - - RIGHT-OF-WAY FL:250.25 B 12+70.66, 16.76' RT. \ TBC: +0.5 - CONSTRUCTION CENTERLINE TBC: ` +0.5 FL:250.38 @ A-A� \ TBC:+0.o 6.5 ABBREVIATIONS: 12+84.21BOW:8550.83 2q BOW BACK OF WALK 6y @ TBC. +0.5 � N � BIKE RAMP AREA 104 SQ FT \ B 1, SCALE IN FEET 24' LF OF CURB FRONT SCALE IN FEET \ EL ELEVATION �- ® 0 5 10 B 12+64.50, 23.27' RT. A� 0 5 BOW:251.16 1s FL FLOWLINE \ TBC: +0.5 C.0 TBC TOP BACK OF CURB A5. rn 5 y B 12+79.17, 15.73' LT. \ S cr. CONSTRUCTION NOTES: B 12+78.75, 22.25' LT. _ FL:250.42 \ B 12+64.33, 16.74' RT. 1. SIDEWALK WILL BE A MINIMUM OF 6' WIDE BOW: 250.51 2 TBC: +0.0 TBC: S FL: 250.57 0 LT. \ TBC: 0� +0.5 WITH A CROSS SLOPE NOT TO EXCEED 50:1, a 23' LF OF CURB FRONT \ \ �S, UNLESS TYING INTO AN EXISTING SIDEWALK. o \ BIKE RAMP AREA = ®� 2. RAMP CROSS SLOPES SHALL NOT EXCEED 104 SQ FT 50:1. s B 12+63.59, 20.39' LT. \ 3. RAMPS TRANSVERSE SLOPES SHALL NOT FL:250.79 \ EXCEED 12:1, UNLESS 15 FEET IN LENGTH. TBC: +0.0 \ B 12+48.31, 22.92' RT. 4. LANDING CROSS SLOPE SHALL NOT EXCEED FL 251.13 \ 50:1. TBC:+0.0 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. BIKE RAMP 1 BIKE RAMP 2 W co I 0 co ir LU B 15+38,70, 23.81' L- FL:245.04 J TBC: +0.0 J LAj U F► B 15+33.55, 21.65' RT. V FL: 245.20 TBC: +0.0 SCALE IN FEET BIKE RAMP AREA = SCALE IN FEET BIKE RAMP AREA = o s o �M N 112 SQ FT 0 5 10 108 SQ FT ® B 15+20.23, 25.01' LT. BOW:245.56 Np�Npa P TBC: +0.5 O B 15+17.03, 15.89' RT. B 6 FL: 245.59 y. 0 �4 9 TBC: +0.0 p B 15+19.76, 18.49' LT. h �10�Np B 15+17.21, 22.42' RT. B 15+13.76, 25.48' LT. o FL:245.47 BOW: 245.69 BOW:246.19 PNPcl� TBC:+0.0 R p N TBC: +0.5 TBC: +0.5 B s\@ h 0 6. 0, \^ .4. yg 25.5' LF OF CURB FRONT 24.75' LF OF CURB m 15q FRONT o B 15+13.03, 18.97' LT. N RAMP FL 245.62 TBC: +0.5 15+11.22, 6• @ 16.71' RT. % C245.71 B 15+11.62, 22.70' RT. TB: +0..55 TBC: + BOW: 246.30 / TBC: +0.5 BIKE RAMP 3 BIKE RAMP 4 DATE REVISIONS SKILL 1 NGS � 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491 -3857 08/ ORCHARD PORT ORCHARD Wa PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT JOB NUMBER 20155 SOOT DESIGNED BY: K. LANE 9/13/23 NO. DATE ENTERED BY: J. HENRY 9/13/23 CHECKED BY: I. LEE P.E. 9/13/23 PROD. ENGR.: I. LEE P.E. 9/13/23 SHEET 73 1 F SHEETS Plotted By. Kazuma Lane on 9/13/23 11:41 AM BIKE RAMPS saved By Jsims on s/13/23 1r.Ds AM G: Pro'ect 2020 20155 Port Orchard Bethel and Lincoln\CAD\SHEETS\20155_PS_ADA_04.dw \ _ 102+00 �- - _ SE LUNDBERG RD L 102+05.92, 11.46' RT. _ - L 102+43.16, 11.46' RT. \ FL:246.84 - - \ TBC: +0.0 L LINE FL:246.23 TBC: +0.0 L 101+99.42, 11.46' RT. 54.5' LF OF CURB FRONT L 102+49.67, 11.54' RT. FL: 246.97 FL: 246.19 TBC: +0.5 TBC: +0.5 7,p 97 0' DRIVEWAY AREA = 6% a' 522 SQ FT \ \ \ � 40.5' @ 1.5% � 0 42.0' @ 0.97 0 \ \ u u; � L 102+05.92, 17.00' RT. _ L 102+43.14, 17.00' RT. \ EL:247+41 43.5' @ 1.4% EL:246.80 L 102+43.11, 23.00' RT. L 102+05.92, 23.00' RT. BOW:246.89 BOW: 247.50 BETHEL RD SE- B LINE - COMMERCIAL DRIVEWAY - 1 106+00 _ _ _ L 106+10.60, 16.72' RT. FL:251.65 TBC: +0.0 L 106+06.60, 16.67' RT. FL: 251.45 TBC: +0.5� I 1 Ub+1 U.0Z, ZZ.Zb K I EL: 252.21 EX. ROW - --- - - - - - - - -- \SN. L 106+13.31, 44.94' RT.- MATCH EX. DRIVEWAY - - - - END ASPHALT PAVEMENT EL: 251.64 21.1 RESIDENTIAL DRIVEWAY - 1 L 106+30.59, 16.98' RT. FL: 252.66 TBC: +0.0 L 106+34.59, 17.04' RT. -FL: 252.81 TBC: +0.5 L 106+,54.U4, 4b.01 HI. MATCH EX. DRIVEWAY END ASPHALT PAVEMENT EL: 252.22 SCALE IN FEET 0 5 10 SCALE IN FEET 0 5 10 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 SKILL 1 N GSQRCHARD � 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360)491-3399 Fax (360) 491-3857 �Qi` i _ I PORT ORCHARD Wa PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT JOB NUMBER 20155 00% DESIGNED BY:K. LANE 9/13/23 NO. DATE ENTERED BY: HENRY 9/13/23 1. CHECKED BY: I. LEE P.E. 9/13/23 PROJ. ENGR.: I. LEE P.E. 9/13/23 SHEET 75 1OF 39 I SHEETS Plotted By Kazuma Lane on 9/13/23 11:41 AM DRIVEWAY GRADING Saved By. Kane on s/13/23 lzoo AM G:\Project\2020\20155 Port Orchard Bethel and Lincoln \CAD\SHEETS\20155-`S-BK3P.dwg �-, SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA bS\ +0O PROFILE SCALE (FULL 22"X34") 1"=20' HOR. 1"=5' VERT. 260 255 250 245 240 235 230 225 �L m BETHEL SW CORNER TO OUTFALL A PLAN VIEW SEE SHEET 86 SEE SHEET 81 CB-2B CB 29 C -30 CB-31 L 103+06. 4, 35.25' RT. L 103 09.98, 62.3 ' RT. B 13 06.08, 65.8 ' LT. B 13+08.10, 56.19' LT. EX. SU FACE RIM:245.6 RIM: 2 6.76 RIM- 2 6.77 RIM:247.34 " OF PPE IE:2 1.24 12" S :240,55 (12' NW) :237.55 (36' SW) IE:237.55 (3 SW) L 102+ 4.85, 10.68' T. E:2 E:2 264 (12" NE):237.55 1.25 (12" SE) (36' SE) :237.55 (36' SE) IE:237.55 (3 " SE) PROP SED RIM: 24 .21 ®� OF CB-2 IE: 41.59 (12" W) ----SURFACE PIPE L 1 1 +95.40, 10. 7' RT. IE: 42.45 (12" W) RIM: 47.07 E:241.59 12 E CB 4 IE:243.89 (1 NW) B 13 23.00, 0.01' RT. IE:243.91 (1 NE) ------ RIM: 49.80 -- -- - --- -- - _ - - E:23 .45 (12" SW IE:24 .41 (12" S) O IE:23 .45 (18" N) CB-1 Q L 101+94 81, 16.39 L 12 111. DIAM. AT RIM:246.9 .75% 7 LF OF IE:2 4.16 (12" SE) 12 IN. DI %M. AT 0.20 I m 0 BIOPOD 8'X12' CB-32 1 IN. DIAM. T 1.00% L 103 14.19, 24 RIM: RT RIM:249.57 12 IN. DIAM. AT 0.2 % 73 L OF I 241.24 (12"" NW)W) E:237. 5 (36" SW) 12 IN DIAM. AT 2 00% I :240.57 (12" SE) IE: 237. 5 (12" NE) IE:237. 5 (36" SE) 14 LF OF 10 LF OF 2 IN. DIAM. AJ 0.20% [10 36 IN. DIAM. AT 0.00 10 LF OF LF OF 36 IN. DIAM. AT 0.00% 36 IN. DIAM. Al0.00% M O O) O N 1' 00 O 00 lb c0 M N O O c0 n to tt1 c0 N N tt1 to I� i3� i3 !O as !O t0 a n a* tG t0 a t0 cD d- tli c0 •• r C3Oi as 01 i3 i3i3 i3 i3i3 W li W N N N N N N N N N N W N N W N N N W W l- W W l- U W U U l- W U W U C3 lL W U W d 6 U W C3 U W W (7 W U W lL BETHEL SW CORNER TO OUTFALL A SECTION A -A PROFILE VIEW 260 ,CA-- 1A F-ET 0 20 40 STORM WATER LEGEND: -Su- N-12 STORM DRAIN LINE C 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 94 AND SP CONTECH DETENTION PIPES SEE SHEET 77 FOR PLAN & PROFILE a I STORM WATER KEYNOTES: O PROTECT EXISTING UTILITIES. O2 POTHOLE EXISTING UTILITIES TO LOCATE MATERIAL, SIZE AND DEPTH. O3 OLD CASTLE BIOPOD (8' x 12'). SEE DETAIL ON SHEET 95. O4 36" DETENTION PIPE. SEE SHEET 77 FOR PLAN & PROFILES. 5O CATCH BASIN TYPE I. SEE DETAIL ON SHEET 92. O6 CATCH BASIN TYPE II 48" DIAM. SEE DETAIL ON SHEET 92. OCATCH BASIN TYPE II 54" DIAM. W/ FLOW CONTROL TEE. SEE SHEET 97 FOR DETAILS. SO CATCH BASIN TYPE II 54" DIAM. SEE DETAIL ON SHEET 92. O9 CATCH BASIN TYPE II 60" DIAM. SEE DETAIL ON SHEET 92. 10 ROLLED CURB DRAIN. SEE DETAIL ON SHEET 92. 255 STORM WATER NOTES: 1. ALL CATCH BASINS WITHIN ROADWAY SECTION SHALL HAVE RECTANGULAR VANED GRATE WSDOT STD PLAN B-30.30-03, UNLESS STATED 250 OTHERWISE. SEE DETAIL ON SHEET 93. 2. ALL CATCH BASINS OUTSIDE OF ROADWAY SECTION SHALL HAVE A CIRCULAR FRAME (RING) AND COVER WSDOT STD PLAN B-30.70-04, 245 UNLESS STATED OTHERWISE. SEE DETAIL ON SHEET 92. 3. ALL CATCH BASIN STATIONS AND OFFSETS IDENTIFY THE LOCATION OF 240 THE CENTER OF THE STRUCTURE. 4. ALL STORM PIPE SHALL BE N-12 STORM SEWER PIPE, UNLESS OTHER INDICATED IN PLANS. 235 5. PROFILE SURFACE FOLLOWS THE CENTERLINE OF PROPOSED STORM PIPE. 230 225 DATE REVISIONS SKILL 1 NGS (360 Lacey Boulevard SE, Lacey, Washington 98503 (360)491-3399 Fax (360) 491-3857 �Of 66 9 CHAR PORT ORCHARD Wa DESIGNED BY: K LANE 9 13 23 NO. DATE ENTERED BY: J. HENRY 9/13/23 CHECKED : I. LEE P.E. 9/15/7 ; PROJ. ENGR.R.: LEE P.E 9/13/23 Plotted By Kazuma Lane on 9/13/23 11 42 AM Saved By: Klane on 9/13/23 12.00 AM G.AProject\2020\20155 Port Orchard Bethel and Lncolr\CAD\SLEETS\20155_PS_SD_01.dwg oL I 1 I � I I II4 I I KEYMAP PORT ORCHARD BETHEL & 20155 LINCOLN ROUNDABOUT 100% SHEET 06 STORM WATER PLAN & PROFILE 139 SHEETS 260 255- 250- 245- 240- 235- 230- SCALE (FULL SIZE 22x34) HORZ. 1 "=20' VERT. 1 "=4' CB 29 B 13+04.18, 75.57' L RIM:246. 6 FIE: 240.55 (12" NW) IE:237.55 36 NE IE:237.55 (36" SE) EX. 3URFACE OF PIPE 38 LF OF CMP PIPE 36 IN. DIAM. AT 0.00% M M N W N L � Ld W Ld W 0+00 0+50 CB-29 DETENTION PIPE SECTION A -A PROFILE VIEW DATE DESIGNED BY: K. LANE 9/13/23 1 ENTERED BY: J. HENRY 9 13/23 CHECKED BY: I. LEE P.E. 9 13/23 PROJ. ENGR.: I. LEE P.E. 9 13/23 Plotted By Kazuma Lane on 9/13/23 11:43 AM Saved By. Kane on 9/13/23 12:00 AM G Project 2020 20155 Port Orchard Bethel and Lincoln CAD SHEETS 20155_DF 0 260 255 250 245 240 235 230 SCALE (FULL SIZE 22x34) HORZ. 1 "=20' VERT. 1 "=4' 260 255 250 245 240 235 230 PLAN VIEW CB-30 B 13+06.08, 65.87' LT. RIM:246. 7 F-IE:237.55 (36" SW) IE:237.55 (36" NE) IE:237.55 (36" SE) EX. SURFACE F PIPE 38 LF OF CMP PIPE 6 IN. DIAM. AT 0.1 00 00 d r, t It � It N N N N C� C7 C� C7 0+00 0+50 CB-30 DETENTION PIPE -260 -255 -250 -245 -240 -235 -230 SCALE (FULL SIZE 22x34) HORZ. 1 "= 20' VERT. 1 "=4' 260 255 250 245 240 235 230 CB-31 B 13+08.10, 56.19' LT RIM: 247. 4 IE:237.55 (36" NE) IE:237.55 (36" SE) JEX OF URFACE 0 PIPE 38 LF OF C P PIPE 3i IN. DIAM. AT 0.00% � d N W N W W Ld U' W 0+00 0+50 CB-31 DETENTION PIPE 260 255 250 245 240 235 230 SCALE (FULL SIZE 22x34) HORZ. 1 "=20' VERT. 1 "=4' 260 255 250 245 240 235 230 CB-32 7 B 13+10. 4, 46.53' LT. RIM: 249. 7 FIE: 237.55 (36" SW) IE:237.55 12 NE IE:237.55 (36" SE) [EX. SURFACE F PIPE 38 LF OF CIIP PIPE I'll a0 N U? N CJ W 'N U- W (7 W U W 0+00 0+50 CB-32 DETENTION PIPE SECTION B-B SECTION C-C SECTION D-D PROFILE VIEW PROFILE VIEW PROFILE VIEW REVISIONS C-SKILLINGS i ORCHARD 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 PORT ORCHARD SCALE IN FEET 0 20 40 STORM WATER LEGEND: —SD— N-12 STORM DRAIN LINE ❑� CATCH BASIN TYPE I PER WSDOT STD. PLAN B-5.20 CATCH BASIN TYPE II PER WSDOT STD. PLAN B-10.20 ®p OLD CASTLE BIOPOD SEE SHEET 95 ® sD CONTECH DETENTION PIPES SEE THIS SHEET. STORM WATER KEYNOTES: O1 PROTECT EXISTING UTILITIES. O2 POTHOLE EXISTING UTILITIES TO LOCATE MATERIAL, SIZE AND DEPTH. 0 OLD CASTLE BIOPOD (8' x 12'). FOR INSTALLATION AND FACILITY INVERTS SEE DETAIL ON SHEET 95. 0 36" DETENTION PIPE. SEE PROFILES THIS SHEET.. CATCH BASIN TYPE II 54" DIAM. W/ FLOW CONTROL TEE. SEE SHEET 93 FOR DETAILS. 80 CATCH BASIN TYPE II 54" DIAM. SEE DETAILS ON SHEET 92 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 93. 260 2. ALL CATCH BASINS OUTSIDE OF ROADWAY SECTION SHALL HAVE A CIRCULAR FRAME (RING) AND COVER WSDOT STD PLAN B-30.70-04, UNLESS STATED OTHERWISE. SEE DETAIL ON SHEET 255 92. 3. ALL CATCH BASIN STATIONS AND OFFSETS IDENTIFY THE LOCATION 250 OF THE CENTER OF THE STRUCTURE. 4. ALL STORM PIPE SHALL BE N-12 STORM SEWER PIPE, UNLESS OTHER INDICATED IN PLANS. 245 5. PROFILE SURFACE FOLLOWS THE CENTERLINE OF PROPOSED STORM PIPE. 240 235 230 JOB NUMBER PORT ORCHARD BETHEL & 20155 LINCOLN ROUNDABOUT 100% SHEET 77 STORM WATER PLAN & OF Wa PROFILE 139 SHEETS i 260 255 250 245 240 235 230 225 SEE SHEET 84 SEE SHEET 85 --, SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA /X \ yt�`j fig, SEE SHEET 86 u SCALE IN FEET `�Q$/ _G W / -B��Ne L 104+59.83 = B 14+00.00 8 7W SHEET 83 Sic 40 FR 3-7 / SEE SHEET 87 BETHEL NW CORNER COLLECTION PLAN VIEW SEE SHEET 5 8 CB-3 0 0 20 40 66 o STORM WATER LEGEND: �os \ /os -so- N-12 STORM DRAIN LINE 102+00 �Q \ C CATCH BASIN TYPE I PER WSDOT STD. PLAN B-5.20 C CATCH BASIN TYPE II PER WSDOT STD. PLAN B-10.20 ®O OLD CASTLE BIOPOD SEE SHEET 95 CONTECH DETENTION PIPES SEE 77 FOR PLAN & PROFILE STORM WATER KEYNOTES: 4 CB 8 B-7 C -6 CB-5 CB-4 B-3 B 14+8 .07, 23.68' T. B 14 33.40, 54.5 ' LT. L 103 95.10, 10.08' LT. L 103+16.51, 1 .70' LT. L 102+67.51, 1 .62' LT. L 102+64.85, 0.68' RT. RIM:246. : 46.51 RIM:24 I :246.54 RI :246.12 IM:246.21 IE:242.16 (12" ) 11241.90 (12" NE) I :241.59 (12" NW) IE:242.16 12" S ) :242.04 (12' SW) :241.90 12 SW IE:241.73 12" SW) IE:241.63 (12" SE) I :242.45 12 SW I :241.59 (12" NE) CB-9 B 15+41. 2, 22.78' LT. ROPOSED EX. SURFACE O RIM:245.01 SURFAC ® OL OF (j OF PIPE ----- ------- -- _--- - - -_\ -- 8 52 LF F 12 IN. JAM. AT 0.20 57 L OF 71 LF OF 85 LFJOF 2 IN. DIAM. 0. 2 OF T 15% 12 IN. DIAM. AT 0 20% 12 IN. DIA . AT 0.20% 27 LF OF 12 IN. DIAM. AT 0.15% 0 1n 00 04 0)LO 0)O 00) cow O 10 C14 nN nc� M 00 01r O N N n OM O c0 OU) PMr N M �M OfN (0 N Or 00 c0 OR A N LO M (0 X) U) (0 <0 CD c6 r r n (6 n t0 Ui O to 10 N W N C14 N N W N N N eq N N N N N N N N N 04 N N N C, W 0 W 6 W UU W W 0 66 W L, W.. 6 60 W 0 W W C.D.• U(7 W (.'J W W O(7 ILL! U W C7U W (.� L� W UU W C.D L� W CD0 W L� W ILL 5+00 5+25 5+50 5+75 6+00 6+25 6+50 6+75 7+00 7+25 7+50 7+75 8+00 8+25 8+50 8+75 9+00 9+25 9+37.31 BETHEL NW CORNER COLLECTION PLAN VIEW DATE REVISIONS r SKILL 1 NGS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360)491-3399 Fax (360) 491-3857 �� ORCHARD PORT ORCHARD DESIGNED LANE 9/13/23 N0. DATE ENTERED BY: J. HENRY Y: J. 9/13/23 CHECKED BY: I. LEE P.E. 9/13/23 PROD. ENGR.: I. LEE P.E. 9/13/23 Platted By. Kazuma Lane on 9/13/23 11:43 AM Saved By Klane on s/t3/23 tzoo AM G.AProject\2020\20155 Port Orchard Bethel and Lincoln\CAD\SHEETS\2015535_SD_02dwg 260 255 250 245 240 235 230 225 0 PROTECT EXISTING UTILITIES. O4 POTHOLE EXISTING UTILITIES TO LOCATE MATERIAL, SIZE AND DEPTH. O5 CATCH BASIN TYPE I. SEE DETAIL ON SHEET 92. 0 CATCH BASIN TYPE II 48" DIAM. SEE DETAIL ON SHEET 92. to ROLLED CURB DRAIN. SEE DETAIL ON SHEET 92 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 93. 2. ALL CATCH BASINS OUTSIDE OF ROADWAY SECTION SHALL HAVE A CIRCULAR FRAME (RING) AND COVER WSDOT STD PLAN B-30.70-04, UNLESS STATED OTHERWISE. SEE DETAIL ON SHEET 92. 3. ALL CATCH BASIN STATIONS AND OFFSETS IDENTIFY THE LOCATION OF THE CENTER OF THE STRUCTURE. 4. ALL STORM PIPE SHALL BE N-12 STORM SEWER PIPE, UNLESS OTHER INDICATED IN PLANS. 5. PROFILE SURFACE FOLLOWS THE CENTERLINE OF PROPOSED STORM PIPE. PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT STORM WATER PLAN & Wa PROFILE Lj i I I I I KEYMAP 20155 I 100% SHEET 78 OF 139 SHEETS SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA dH0 dHO �d L 105+84.17, 32.93' RT I BEGIN CULVERT 19 2 SEE SHEET 82 J PROFILE SCALE (FULL 22"X34") 1 "=20' HOR. 265 1 "=5' VERT. 260 255 250 245 240 Ix BETHEL LINCOLN CULVERT PLAN VIEW I L 105+73.58, 36.00' LT FEND CULVERT ,� 20 SEE SHEET 84 EX. SURFACE OF PIPE PROPOSED SURFACE URFAC ® OF PIPE 70 LF OF 18 IN. DIAM. AT 0.20% O N O M I� �� 't CCU' C�.. LaNE' N N N N W L W ILL U W U' W 00 W U L- W 265 260 255 250 245 240 —0+25 0+00 0+25 0+50 0+75 1+00 1+25 BETHEL LINCOLN CULVERT PROFILE VIEW DATE REVISIONS r SKILL 1 NGS (360 Lacey Boulevard SE, Lacey, Washington 98503 (360)491-3399 Fax (360) 491-3857 0o4 �� _� — PORT ORCHARD Wa DESIGNED LANE 9/13/23 N0. DATE ENTERED BYY:: J. HENRY 9/13/23 I CHECKED BY: I. LEE P.E. 9/13/23 PROJ. ENGR.: I LEE P.E 9/13/23 Plotted By Kazuma Lane on 9/13/23 11:44 AM Saved By: Klane on 9/13/23 12.01 AM G..AProject\2020\20155 Port Orchard Bethel and Lincoln\CAD\SHEETS\20155_PS_SD_03.dwg =lam SCALE N =EET STORM 0 20 WATER LEGEND: 40 —so— N-12 STORM DRAIN LINE ❑O CATCH BASIN TYPE I PER WSDOT STD. PLAN B-5.20 CATCH BASIN TYPE II PER WSDOT STD. PLAN B-10.20 ®p OLD CASTLE BIOPOD SEE SHEET 95 CONTECH DETENTION PIPES SEE 77,81,&85 FOR PLAN & PROFILE STORM WATER KEYNOTES: O1 PROTECT EXISTING UTILITIES. O2 POTHOLE EXISTING UTILITIES TO LOCATE MATERIAL, SIZE AND DEPTH. 18 18" CULVERT. MATERIAL NEEDS TO BE SPECIFIED 19 CULVERT INLET DETAIL 20 CULVERT OUTFALL 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 93. 2. ALL CATCH BASINS OUTSIDE OF ROADWAY SECTION SHALL HAVE A CIRCULAR FRAME (RING) AND COVER WSDOT STD PLAN B-30.70-04, UNLESS STATED OTHERWISE. SEE DETAIL ON SHEET 92. 3. ALL CATCH BASIN STATIONS AND OFFSETS IDENTIFY THE LOCATION OF THE CENTER OF THE STRUCTURE. 4. ALL STORM PIPE SHALL BE N-12 STORM SEWER PIPE, UNLESS OTHER INDICATED IN PLANS. 5. PROFILE SURFACE FOLLOWS THE CENTERLINE OF PROPOSED STORM PIPE. PORT ORCHARD BETHEL & 20155 LINCOLN ROUNDABOUT 100% SHEET 09 STORM WATER PLAN & PROFILE 139 SHEETS EX. SWALE WILL STILL CONVEY OFFSITE STORMWATER. A NEW LOW POINT MUST BE ESTABLISHED. CAPTURED STORMWATER MUST BE SENT TO BYPASS SYSTEM. NO TREATMENT IS NECESSARY xl 0 �I W M N vl I � ti. I SD- I CB 3134 °v 17 'R I I I o I g A , °I I I � CB 3130 o i - EX. ROW p ! U S - -SS - - -ss - - -SS - - -ss - -SS- -AA - - M - -M - - -M - - -M - - -M - - -M - - -M - - -M - - -M - - -M - - - o,_ry1O� M 1EX_. _ROW dH0 dHO ---e- d dHO d 0-dHO --01-12+00,9� SA CB 3478 = _ 11+00 _17 �-OS 10+00 CIas aS ENTERED BY: J. HENRY 9 CHECKED BY: I. LEE P.E. 9 PROJ. ENGR.: I. LEE P.E. 9 Plotted By Kazuma Lane on 9/13/23 11:44 AM Saved By Klane on 9/13/23 12:00 AM G:\Project\2020\20155 Port Orchard Bethel and Lincoln CAC XO EX. SW BETHEL COLLECTION SYSTEM - TO BYPASS PROFILE SCALE (FULL SIZE 22"X34") 1"=20' HOR. 1 "=5' VIER. 270 265 260 255 250 245 240 PLAN VIEW EX. SWALE WILL STILL CONVEY OFFSITE STORMWATER. THE NEW TYPE I CATCH BASIN MUST BE THE LOW POINT. 44 CB 3130 CB 3134 B 11+46. 3, 51.55' LT B 11+72 77, 82.25' L . RIM: 256.56 RIM: 252.79 IE:253.8 (12" E) IE:249.7 12" E CB 3478 IE:248.8 (12" N) B 12+18.70, 71.73' LT. B 11 48.84, 16.97 LT. 251 ' 31 RIM:2 5.35 �-RIM: IE:248.5(12" S) IE:25 .45 (12" W) EX. URFACE ® IE:248.59 (12" NE) IE:25 .49 (12" W) 13 12+40.71, CB-44 .92' LT. PROPOSED RI :251.60 SUR ACE ® OF IE:247.24 12" SE) - - - - - - ---__ IE:247.24 (12" N) 69.07' @ 3.92% i of 12" 43.18 of 12" @ 0.4 3 .68' of 12" @ 4.01 % 65.27' of 12" @ 0) M aD co 0) �L) 0) 00 0r) 00 01 o c0 0 c0 W lei N .. N N N N Ili N N U' IA W N If) N C7' In W N Ifl N w W O W L� W W W W UW W W W W 270 265 260 255 250 245 240 EX. SW BETHEL COLLECTION SYSTEM - TO BYPASS PROFILE VIEW DATE REVISIONS 23 N0. DATE �0m r RCHARD SKILL 1 NGS I/23 � O �/23 /23 5016 Lacey Boulevard SE, Lacey, Washington 98503 ETS\20155-PS-SD-09.dw (360) 491-3399 Fax (360) 491-3857 PORT ORCHARD Wa SCALE IN FEET 0 20 40 STORM WATER LEGEND: -SD- N-12 STORM DRAIN LINE -SD- - - EX. STORM DRAIN LINE E3 EX. CATCH BASIN ❑� 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 95. so CONTECH DETENTION PIPES SEE SHEET 77 FOR PLAN & PROFILE STORM WATER KEYNOTES: O1 PROTECT EXISTING UTILITIES. O2 POTHOLE EXISTING UTILITIES TO LOCATE MATERIAL, SIZE AND DEPTH. 0 36" DETENTION PIPE. SEE SHEETS 77 FOR PLAN & PROFILES. O5 CATCH BASIN TYPE I. SEE DETAIL ON SHEET 92. O6 CATCH BASIN TYPE II 48" DIAM. SEE DETAIL ON SHEET 92. CONNECT EX. CULVERT PIPE TO NEW TYPE I CATCH BASIN. MATCH 16 EX. CULVERT OUTFALL INVERT 17 PROTECT EX. CATCH BASIN. KEEP SOLID LID 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 93. 2. ALL CATCH BASINS OUTSIDE OF ROADWAY SECTION SHALL HAVE A CIRCULAR FRAME (RING) AND COVER WSDOT STD PLAN B-30.70-04, UNLESS STATED OTHERWISE. SEE DETAIL ON SHEET 92. 3. ALL CATCH BASIN STATIONS AND OFFSETS IDENTIFY THE LOCATION OF THE CENTER OF THE STRUCTURE. 4. ALL STORM PIPE SHALL BE N-12 STORM SEWER PIPE, UNLESS OTHER INDICATED IN PLANS. 5. PROFILE SURFACE FOLLOWS THE CENTERLINE OF PROPOSED STORM PIPE. Lj torQ I 1 I 1 I I I KEYMAP JOB NUMBER PORT ORCHARD BETHEL & 20155 LINCOLN ROUNDABOUT 100% SHEET 80 STORM WATER PLAN & OF PROFILE 1 39 SHEETS 01 J' I SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA CB -5 a II EL RD gE ��.�14+00 A TH - SEE SHEET 80 s 12 BE El, .a o I I O 1 $I SEE SHEET S� O �O SEE SHEET 83 0 O � O I - _ - dH0 -e� - CB(DI O \ I _=dH0- O- - &t r I Z - _ _ CB-18 S �i Q) so Rt - _ -dHO as � B 13 -SS - O_ � a - - -� 65 CB-19 4 dN0 dHO - dH0 GS C o SEE SHEET 86 - - - 9S/ CB-O - - - SEE SHEET 82 CB-20 PROFILE SCALE (FULL 22"X34") 1"=20' HOR. 2601"-5' VERT. 255 250 245 240 235 BETHEL SE CORNER COLLECTION PLAN VIEW 13 BIOPOD 6'X8 CB-39 L 105+32. 6, 66.19' RT. CB-40 L 105+2210, 67.05' R F. L 105+31 17, 55.71' R1 RIM:249.53 RIM:249.8 RIM- 249.5 E:244.34 12" N) IE:241.34 (36" E) IE:24 .05 12" NW B-17 IE:24 .35 (12" SWkOF IE:241.52 (36" S) E:241.52 (36" S) L 10 +18.47, 34. 2' RT. EX. SURFACE ® PROPOSED RIM: 48.32 OF PIPE SURFACE ® OF IE:245.17 (IT' SW) PIPE IE:245.17 (2" S) - CB 45 IE:245.17 ( 2" E) B 13+23.00, 0.0 ' RT RIM: 249.80 4OF IE: 37.45 (12 W) 22 IE: 44.41 (12"12 IN. DIAM. AT 0.55% '4( IE: 37.45 (18"8 LF 12 IN. DIAM. AT 0. 0% 10 LF OF MP PIPE a 6 IN. DIAM. T 0.00% 54 LF OF 12 IN. DIA . AT 0.50% O � M Oni to c^O n i3i3 i3" a� a a� a �� W W W N N N N W N N N W W W W W W W W W W BETHEL SE CORNER COLLECTION SECTION A -A PROFILE VIEW DATE ENTERED BY: J. HENRY CHECKED BY: I. LEE P.E. PROD. ENGR.: I. LEE P.E. Platted By. Kazuma Lane on 9/13/23 11:45 AM Saved By Klane on 9/13/23 12:01 AM G.AProject\2020\20155 Port Orchard Bethel and Lincoln REVISIONS 260 255 250 245 240 235 STRUCTURE - (92 PROFILE SCALE (FULL 22"X34") 1"=20' HOR. 260 1"=5' VERT. 255 250 245 240 235 CB-40 B 13+23.59, 54.48' R . RIM:249. 9 E:241.34 (36" E) IE:241.52 (36" S) EX. RFACE OF PPE 38 LF OF CIMP PIPE 3E IN. DIAM. A 0.00% n M M NN N W lei 66 6 W W W B- 6 aWl CB -15Ix I x IX, 260 260 255 250 245 240 235 SF SCALE IN FEET 0 20 40 STORM WATER LEGEND: -SD- N-12 STORM DRAIN LINE ❑O CATCH BASIN TYPE I PER WSDOT STD. PLAN B-5.20 CATCH BASIN TYPE II PER WSDOT STD. PLAN B-10.20 SEE SHEET 85 ®O OLD CASTLE BIOPOD SEE SHEET 95 CONTECH DETENTION PIPES SEE THIS SHEET. STORM WATER KEYNOTES: O PROTECT EXISTING UTILITIES. SEE SHEET 79 O2 POTHOLE EXISTING UTILITIES TO LOCATE MATERIAL, SIZE AND DEPTH. 0 36" DETENTION PIPE. SEE THIS SHEET. O5 CATCH BASIN TYPE I. SEE DETAIL ON SHEET 92. O CATCH BASIN TYPE II 48" DIAM. SEE DETAIL ON SHEET 92. SHEET 84 0 CATCH BASIN TYPE II 54" DIAM. W/ FLOW CONTROL TEE. SEE SHEET 93 FOR DETAILS. O CATCH BASIN TYPE II 54" DIAM. SEE DETAIL ON SHEET 92. 13 OLD CASTLE BIOPOD (4' x 8'). FOR INSTALLATION AND FACILITY INVERTS SEE DETAIL ON SHEET 96. STORM WATER NOTES: PROFILE SCALE (FULL 22"X34") 1 "=20' HOR. 260 1 "=5' VERT. 255 250 245 240 235 CB-39 B 13+22. 5, 64.45' RT RIM:249. 3 E:244.34 (12" N) IE:241.34 36 W IE:241.52 (36" S) EX. SURFACE OF �IPE 38 LF OF MP PIPE 33 IN. DIAM. AT 0.00% M OOi N W N W lei 6 W 6 W DETENTION PIPE DETENTION PIPE SECTION B-B SECTION C-C PROFILE VIEW PROFILE VIEW aSKILLINCxS 084 ORCHARD 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 PORT ORCHARD 260 255 250 245 240 235 Wa 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 93. 2. ALL CATCH BASINS OUTSIDE OF ROADWAY SECTION SHALL HAVE A CIRCULAR FRAME (RING) AND COVER WSDOT STD PLAN B-30.70-04, UNLESS STATED OTHERWISE. SEE DETAIL ON SHEET 92. 3. ALL CATCH BASIN STATIONS AND OFFSETS IDENTIFY THE LOCATION OF THE CENTER OF THE STRUCTURE. 4. ALL STORM PIPE SHALL BE N-12 STORM SEWER PIPE, UNLESS OTHER INDICATED IN PLANS. 5. PROFILE SURFACE FOLLOWS THE CENTERLINE OF PROPOSED STORM PIPE. PORT ORCHARD BETHEL & 20155 LINCOLN ROUNDABOUT 100% SHEET 81 OF STORM WATER PLAN & PROFILE 139 SHEETS 1 O« 1 I O SDI O 10, 1 oP i j so IR o , o 1 \ I I v 1 I O I it i I NEW SHEET 83 - o �--_ --�-- .SS s U'O dHOI F %� � d D ass — d"O as _ _ss � _o —ss— _o— d _ ��J— SEC. 35 • • 4+0011111 g. \\� �tL _ CB— MIN SEE SHEET 86 _ - - 9S/ CB-40- CB CB-20 7T PROFILE SCALE (FULL 22"X34") 1"=20' HOR. 260 1"=5' VERT. 255 250 245 240 235 BETHEL SE CORNER COLLECTION PLAN VIEW STRUCTURE — (92)--- / OI CB- 55 5 *� I x IX, dHO RD SE 7�S �EE SHEET 84 EX. SURFACE ® CB-19 CB-18 B-17 CB-16 STRUCTURE — (92) OF PIPE B 12+46.31, 21.37' RT. B 12+98.91, 19.74' RT. L 105 18.47, 34.8 ' RT. PROPOSED L 105+57 95, 16.44' R . L 106+0 16.62' RT. M- 251.23 RIM: 249.85 RIM: 2 8.32 SURFACE ®� OF RIM: 249.1 RIM: 251. .87, 6 IE: 248. 8 (12" S) IE: 246 75 (12" S) E: 245.17 (12' SW) PIPE IE: 245.39 (12" W) IE: 245.6 (12" W) -- --- IE:245.38 12 E IE:245.6 (12" E) _ ---- _ IE:245.17 (12"E) CB-20---- B 11+08. 3, 23.68' RT. RIM: 255. 6 141 LF OF IE:253.13 12" N 12 IN. DIA . AT 3.30% Q 51 LF OF 50 LF OF 12 IN. DIAM. AT 3.40% 12 IN. DIAM. AT 5.00% 65 LF F CB-15 12 IN. IAM. AT 2.4 % L 106+53. 8, 18.94' RT. IE 28.10 44 LF OF 45 LF OF 12 IN DIAM. AT 0.50% 12 IN. DIA 0. AT 0.50% 0) n 0 N ao f O <O n M O d O O l O d O 00 O O d O O O N O n M d c0 a 0 O N r, N O O1 n ID i� N i� u� vi ui u� O v u� v ul O M uT (V N u> O �n O n O O d O Oi O d Oi d 00 aD d d 06 d 0i 0i d d d O O n N M W W W N N N N N N N N N N N N N N N N N N N N N N N N C4 N lei W W W W U- W W CD U W W C0 W C7 C0 W W V' W C0 C0 W W _. U W U CD U- W .. (J W C� C3 U- W .. CJ W CJ CJ W W •• CJ W U' W BETHEL SE CORNER COLLECTION PROFILE VIEW Ot PROTECT EXISTING UTILITIES. O2 POTHOLE EXISTING UTILITIES TO LOCATE MATERIAL, SIZE AND DEPTH. O 36" DETENTION PIPE. SEE SHEETS 81 FOR PLAN & PROFILES. O CATCH BASIN TYPE I. SEE DETAIL ON SHEET 92 0 CATCH BASIN TYPE II 48" DIAM. SEE DETAIL ON SHEET 92 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 93. 260 2 ALL CATCH BASINS OUTSIDE OF ROADWAY SECTION SHALL HAVE A CIRCULAR FRAME (RING) AND COVER WSDOT STD PLAN B-30.70-04, UNLESS STATED OTHERWISE. SEE DETAIL ON SHEET 255 92 3. ALL CATCH BASIN STATIONS AND OFFSETS IDENTIFY THE LOCATION 250 OF THE CENTER OF THE STRUCTURE. 4. ALL STORM PIPE SHALL BE N-12 STORM SEWER PIPE, UNLESS OTHER INDICATED IN PLANS. 245 5. PROFILE SURFACE FOLLOWS THE CENIERLINE OF PROPOSED STORM PIPE. 240 I 1 235 I I I KEYMAP DATE REVISIONS SKILL 1 NGS � 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 L ��'W ORCHARD PORT ORCHARD Wa PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT JOB NUMBER 20155 100% DESIGNED BY: K. LANE 9 13 23 NO. DATE ENTERED BY: J. HENRY 9 13 23 CHECKED BY: I. LEE P.E. 9/13/23 PROD. ENGR.: I. LEE P.E. 9 13 23 SHEET 82 or 39 SHEETS Platted By. Kazuma Lane on 9/13/23 11:45 AM STORM WATER PLAN & PROFILE Saved By Klane on 9/13/23 1201 AM G\Project\2020\20155 Port Orchard Bethel and Lincoln\CAD\SHEETS\2015535_SD_03.dw s EX_ ROW - -M - - -M - - -M - - -M - - -M - - -M - - - HO dH0 R dHO A SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA 0 o Ar =I �x m CB-28 SCALE IN FEET X O AI I I� 0 20 40 'I I SEE SHEET 76 -M ■_, CB-27 STORM WATER LEGEND: O \ -so- N-12 STORM DRAIN LINE ,,,■ �„ A- g c CB-26 0 / -so- - - EX. STORM DRAIN LINE a EX. CATCH BASIN SID- �' �� ❑� CATCH BASIN TYPE I PER WSDOT STD. PLAN B-5.20 II I l CB-25 Z 9 CATCH BASIN TYPE II PER WSDOT STD. PLAN B-10.20 lop �' 0 0 OLD CASTLE BIOPOD SEE SHEET 95. o °I I� CB-24 vN CONTECH DETENTION PIPES SEE SHEET 77 FOR PLAN & EE SHEET 87 PROFILE 14 00 STORM WATER KEYNOTES: 11+00 OS r1s--r9� - PROFILE SCALE (FULL SIZE 22"X34") 1"=20' HOR. 1 "=5' VER. 260 255 250 245 240 235 230 BETHEL SW CORNER COLLECTION PLAN VIEW CB-24 CB-26 EX. SURFACE PROP SED B 12+62.8 19.34' LT. B 3+41.13, 41. 0' LT. ®� 0 PIPE SURF CE ®� RIM:250.8 , CB 25 RIM: 248.16 OF PIPE IE:248.10 12" S) B 3+00.35, 18 21' LT. IE:245.13 ( 12" E ) -- -( 77 IE: 46.84 (12" -245.13 ) C -27 IE: 46.87 (12" W) L 103+75.37, 0.71' RT. ---- RI :247.15 CB-23 - IE 243.08 (12" SW) B 11+08.8 , 23.35' LT. ---- RIM: 255.7 - - IE: 252.98 12" N) 150 LF F 4 LF OF 12 IN. CIAM. AT 3.25 " 1 IN. DIAM. AT 3.26% 0 LF OF 2 IN. DIAM. NT 3.45% 12 IN. DIAM. AT 4. 2% 52 LF OF 12 IN. DIAM. AT 0.84% CB-28 IM: 245.65 IE:241.2 (12" SW) IE:242.6 (12" NE) IE:241.2 5 (12" SE) c0 n M M 0� O 0� n ^ u7 r a0 0) N M O 01 ro c0 to O 0� O O LO 01 r 00 - N to(O M 0> to O U7 L17 In 4 ifl U) '0r"i LO U) (n r�i N (O u7 r<7 U`)(n O ifl (n O U) Oi Oi Oi a0 n (0 (O U) .. N N N N N N N N N N N N N N N N N N N N N N 66 W 6do W W W 6O W W 6O (i W C0 (i W UC7 W 6 W W U6 W O _1 W 6C0 (+J O Li W 66 W U W W DATE ENTERED BY: J. HENRY 9 CHECKED BY: I. LEE P.E. 9 PROJ. ENGR.: I. LEE P.E. 9 Plotted By Kazuma Lane on 9/13/23 11:45 AM Saved By. Klane on 9/13/23 12:01 AM G:\Project\2020\20155 Port Orchard Bethel and Lincoln\CAC BETHEL SW CORNER COLLECTION PROFILE VIEW REVISIONS SEE SHEET 85 260 255 250 245 240 235 230 rSKILLINGS Togt ORCHARD 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 PORT ORCHARD Wa O PROTECT EXISTING UTILITIES. 0 POTHOLE EXISTING UTILITIES TO LOCATE MATERIAL, SIZE AND DEPTH. O4 36" DETENTION PIPE. SEE SHEETS 91-92 FOR PLAN & PROFILES. O CATCH BASIN TYPE I. SEE DETAIL ON SHEET 92. O6 CATCH BASIN TYPE II 48" DIAM. SEE DETAIL ON SHEET 92 OCATCH BASIN TYPE II 54" DIAM. W/ FLOW CONTROL TEE. SEE SHEET 93 FOR DETAILS. 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 93. 2. ALL CATCH BASINS OUTSIDE OF ROADWAY SECTION SHALL HAVE A CIRCULAR FRAME (RING) AND COVER WSDOT STD PLAN B-30.70-04, UNLESS STATED OTHERWISE. SEE DETAIL ON SHEET 92. 3. ALL CATCH BASIN STATIONS AND OFFSETS IDENTIFY THE LOCATION OF THE CENTER OF THE STRUCTURE. 4. ALL STORM PIPE SHALL BE N-12 STORM SEWER PIPE, UNLESS OTHER INDICATED IN PLANS. 5. PROFILE SURFACE FOLLOWS THE CENTERLINE OF PROPOSED STORM PIPE. I � I ' I KEYMAP JOB NUMBER PORT ORCHARD BETHEL & 20155 LINCOLN ROUNDABOUT 100% SHEET 83 STORM WATER PLAN & or PROFILE L139 SHEETS SEE SHEET 78 SEE SHEET 87 260 255 250 245 240 235 230 DATE ENTERED BY: J. HENRY CHECKED BY: I. LEE P.E. PROD. ENGR.: I LEE P.E. Plotted By. Kozuma Lane on 9/13/23 11:46 AM Saved By Klane on 9/13/23 12:01 AM G.AProject\2020\20155 Port Orchard Bethel and Lincoln PROFILE SCALE 1"=20' HOR. 1"=5' VERT. SEC. 35 & 36, T.24N., RAE., W.M., KITSAP COUNTY, WA I 'I j O oN / o o X�CB-35 ^� No W SEE SHEET 85 — Io �0 I I / I I o CB-36 `I o CB-11 `i�Jl I O /—13 SEE SHEET 79 I�--�—_ L BETHEL NE CORNER COLLECTION \- WATERO2 PLAN VIEW CB-12 L 105 20.48, 31.57' LT. EX. SUR ACE RIM:24 7.86 (L OF PIE PROPOSED C -10 :243.80 (12" SE) CB-13 SURFACE ®0 B 15 36.10 1 ELLg 4+85.07, 2036' RT. RIM:249.11 RIM:M:2 5.12 RIM:246.14 IE:244.00 (1 E) E:241.27 (1 E:242.86 (12" S) IE:244.04 (1 NW) _ IE:241.27 (1 E) E) IE:242.86 12" N -- CB-14 06+52.76, 17.71LT. IM:253.29 OF E:248. 4 (12" W) 39 LF OF 54 LF OF 12 IN. DIAM. AT 0.63% 12 114. DIAM. AT 2.95% 44 l OF 97 LF OF 12 IN. DIAM. AT .17% 12 IN. DIAM. AT 4.66% 00 M m O 01 O 01 (0 In N N O O't N cD a> M O 110 (p c0 O N U1 to n M tD n -t a vv �� a U7 O O (Oco as n as a) a� O �to M i3i3 N N N N N N N N N N N N Cl N N N N N N W LL O W O o LL W CO U- W •• CJ W C7 L, W •• 6 W 6 0 W W 6 W O 0 W W (D W 0 6 W W O W CD W 260 255 250 245 240 235 230 BETHEL NE CORNER COLLECTION PROFILE VIEW REVISIONS rSKILLINGiS 084 ORCHARD 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 PORT ORCHARD SCALE IN FEET 0 20 40 STORM WATER LEGEND: —sD— N-12 STORM DRAIN LINE —SD— — - EX. STORM DRAIN LINE 13 EX. CATCH BASIN O CATCH BASIN TYPE I PER WSDOT STD. PLAN B-5.20 O CATCH BASIN TYPE II PER WSDOT STD. PLAN B-10.20 ®O OLD CASTLE BIOPOD SEE SHEET 95. sD CONTECH DETENTION PIPES SEE SHEET 77 FOR PLAN & PROFILE STORM WATER KEYNOTES: O PROTECT EXISTING UTILITIES. O2 POTHOLE EXISTING UTILITIES TO LOCATE MATERIAL, SIZE AND DEPTH. O5 CATCH BASIN TYPE I. SEE DETAIL ON SHEET 92 O6 CATCH BASIN TYPE II 48" DIAM. SEE DETAIL ON SHEET 92. 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 93. 2. ALL CATCH BASINS OUTSIDE OF ROADWAY SECTION SHALL HAVE A CIRCULAR FRAME (RING) AND COVER WSDOT STD PLAN B-30.70-04, UNLESS STATED OTHERWISE. SEE DETAIL ON SHEET 92. 3. ALL CATCH BASIN STATIONS AND OFFSETS IDENTIFY THE LOCATION OF THE CENTER OF THE STRUCTURE. 4. ALL STORM PIPE SHALL BE N-12 STORM SEWER PIPE, UNLESS OTHER INDICATED IN PLANS. 5. PROFILE SURFACE FOLLOWS THE CENTERLINE OF PROPOSED STORM PIPE. I 1 I 1 I I I KEYMAP JOB NUMBER PORT ORCHARD BETHEL & 20155 LINCOLN ROUNDABOUT 100% SHEET 84 STORM WATER PLAN & of Wa PROFILE 32 SHEETS BIOPOD 4'X8' 21 SEC. 35 & 36, T.24N., RAE., W.M., KITSAP COUNTY, WA SEE SHEET 79 t 3 _ - WATER O2 0 - Al it Al _ W � I � t CB-13 SEE SHEET 82 35 013-36-� t I - - EX_ ROW - - _- I �O dH0 �P OHP -)HO -- dH0 - 6--� CB-10� � O - Ss- - 10 dH EX. ROW SEE SHEET 78 PROFILE SCALE (FULL 22- X34") 1"=20' HOR. 255 1"=5' VERT. 250 245 240 235 230 225 GCB-12 SEE SHEET 84 11 - dHOs- 0 - I dH �F I I 14+00 SEE ET 87 �o PLAN VIEW GAS Q SEE SHEET 81 OHP ' P I c) '13-37i WATER O2 c� 3 O I � I -O 3 G-- P OHP - EX. ROW 3 W- - -`� �1 SEE SHEET 87 4 CB_ 46 B 15+21,77, CB--5 29.47' RT. B 14 C 74.88, 47.3 -36 EX ' RT. SURFACE ® PROPOSED SURFACE RIM: 245. 1 RIM:2 6.36 DIF PIPE CE 0 PIPE _ IE: 240.53 (12' 1,) IE:237.54 (36" N) 15 36.10, 19.64 RT. E: 37.54 (36" ) RIM- :2 5.12 - - - - - - - - - - -- -- IE:241.27 (1 " S) _ --------- IE:241.27 (12" E) 5 LF OF O 12 IN. DIAM. AT 0.5 % BIOPOD 4'X8' 73 LF OF B 15 38.87, 27.3 ' RT 55 LF OF 12 IN. DIAIA. AT 0.50% RIM:2 5.72 55 LF F 36 IN. DIAM. AT 0.00% CB 46 IE:241.24 (1 W) 36 IN. IAM. AT 0.0 %P-77 B 13+79.86 0 41LT. L 105+32.00, 0.00, T. RIM:249.93 5 LF OF RIM:248.99 IE:237.36 18" S) 2 IN. DIAM. T 0.20% IE:237.54 (36" N) IE:237.17 12" E) IE:237,54 (12" W) IE:237.17 (1 " NW) O <O c0 N im r M u7 l0 M N r Of a0 - n r, 00 iW3 cW•�• il�i •. as � a to C4C4 ro ao ro m o W ' NW N N N W N N N CA N W WU, i- la- 6 W UJ W W lad la - SECTION A -A SCA. I 1A I I I I 0 20 40 STORM WATER LEGEND: -so- N-12 STORM DRAIN LINE -m- - - EX. STORM DRAIN LINE ❑a 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 95. so CONTECH DETENTION PIPES SEE SHEET 77 FOR PLAN & PROFILE STORM WATER KEYNOTES: Ot PROTECT EXISTING UTILITIES. O2 POTHOLE EXISTING UTILITIES TO LOCATE MATERIAL, SIZE AND DEPTH. 0 36" DETENTION PIPE. SEE THIS SHEET FOR PLAN & PROFILES. Qs CATCH BASIN TYPE II 48" DIAM. SEE DETAIL ON SHEET 92. CATCH BASIN TYPE II 54" DIAM. W/ FLOW CONTROL TEE. SEE SHEET 93 FOR DETAILS. O CATCH BASIN TYPE II 54" DIAM. SEE DETAIL ON SHEET 92. 21 OLD CASTLE BIOPOD (4' x 8'). SEE DETAIL ON SHEET 97. STORM WATER NOTES: 1. ALL CATCH BASINS WITHIN ROADWAY SECTION SHALL HAVE RECTANGULAR VANED GRATE WSDOT STD PLAN B-30.30-03, UNLESS 255 STATED OTHERWISE. SEE DETAIL ON SHEET 93. 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 92. 3. ALL CATCH BASIN STATIONS AND OFFSETS IDENTIFY THE LOCATION OF 245 THE CENTER OF THE STRUCTURE. 4. ALL STORM PIPE SHALL BE N-12 STORM SEWER PIPE, UNLESS OTHER INDICATED IN PLANS. 240 5. PROFILE SURFACE FOLLOWS THE CENTERLINE OF PROPOSED STORM PIPE. 235 230 225 I t I I I I KEYMAP DATE REVISIONS SKILL 1 NGS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 �Q% / ORCHARD PORT ORCHARD Wa PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT JOB NUMBER 20155 100% DESIGNED BY: K. LANE 9/13/23 NO. DATE ENTERED BY: J. HENRY 9/13/23 CHECKED I. LEE P.E. 9/13/23 PROJ. ENGR.: I. LEE P.E. R.: 9/13/23 SHEET 85 OF 13 SHEETS Platted By Kazuma Lane on 9/13/23 11:46 AM STORM WATER PLAN & PROFILE saved By Klane on 9/13/23 1201 AM G:AProject\2020\20155 Port Orchard Bethel and Gncol n\CAD\SHEETS\2015535_SD_04.dw ---------- - - - - -- EX. ROW L=SA=W- ss - ss- M---M---M---M-dHOdH SAW S CB-22 9+00 10+00 A CB-41 CB-2112 6 PROFILE SCALE (FULL 22"X34") 1"=20' HOR. 265 1 "=5' VERT. 260 255 250 245 240 235 SEC. 35 & 36, T.24N., RAE., W.M., KITSAP COUNTY, WA ? C ow m I � cal I x OI �� 0 EI �I o 0 hro SD- - �P e o l ? 4 I o I vl 44 G'. BETHEL TO OUTFALL A STA 9+75 TO STA 12+75 PLAN VIEW EX. SURFACE ® PROPOSED CB-43 CB-44 F PIPE SURFACE ® 3 12+17.35, 1.54' RT. B 12+40.71 9.92' LT. (L OF PIPE R M: 252.35 RIM: 251.60 _ E:248.3 (12" S) IE:247.24 ( 2" SE) E:24&32 (12" NW) --_ IE:247.24 (2" N) 1 7 LF OF O 1 IN. IA 2.00% CB-41 L110 l OF B 9+82. 9, 0.28' RT. CB 42 12 IN DIAM. AT 3. O% RIM: 260. IE:254.5 4 (12" W) B 11+08.80, 0.97' T. 32 L OF IE:254.5 12 E :252.05 (12" S) L F OF E:254.5 (12" N) :252.05 (12" N) 1 IN. DIAM. A 3.40% M 00 0000 000 O I� n O 00 00 O @ t00 O M in U N 00 N C7 C.0 06 N nn <O LO� a �a Nj NN LO W L_ N N N N N N N N N N N N N N N .. N N N N W W l0i W W L� W WW L� W W W W L� W W W W L_ W W L_ WW L� 6+00 5+75 5+50 5+25 5+00 4+75 4+50 4+25 BETHEL TO OUTFALL A DATE ENTERED BY: J. HENRY CHECKED BY: I. LEE P.E. PROD. ENGR.: I LEE P.E. Plotted By. Kozuma Lane on 9/13/23 11:46 AM Saved By Klane on 9/13/23 12:01 AM G.AProject\2020\20155 Port Orchard Bethel and Lincoln STA 9+75 TO STA 12+75 PROFILE VIEW REVISIONS �y mom - SCALE IN FEET 0 20 40 STORM WATER LEGEND: -SD- N-12 STORM DRAIN LINE -SD- - - EX. STORM DRAIN LINE D U� EX. CATCH BASIN FFI m = L7 CATCH BASIN TYPE I PER WSDOT STD. PLAN B-5.20 = z U CATCH BASIN TYPE II PER WSDOT STD. PLAN B-10.20 FrI m m ®O OLD CASTLE BIOPOD SEE SHEET 95. 00 l ® CONTECH DETENTION PIPES SEE SHEET 77 FOR PLAN & + PROFILE STORM WATER KEYNOTES: O PROTECT EXISTING UTILITIES. 0 POTHOLE EXISTING UTILITIES TO LOCATE MATERIAL, SIZE AND DEPTH. O CATCH BASIN TYPE II 48" DAM. t2 CIRCULAR FRAME (RING) AND COVER. WSDOT STD PLAN B-30.70-04. STORM WATER NOTES: PROFILE SCALE (FULL 22"X34") 1"=20' HOR. 265 1 270 1"=5' VERT. 260 265 255 260 250 255 245 250 240 245 235 240 CB-21 13-41 B 9+8 .96, B 9+82.09, 0.2 ' RT. RIM: 26 .50 RIM: 260.44 E:254. 1 (1 IE:254.58 ( 2" E) IE:254.58 (12" N) I v i 23 LF OF 27 L OF 12 IN DIAM. AT 1. 0% B 9+8 .18, 27.04' LT. RIM: 25 .74 IE:254. 5 (12" E) 000 O O '0 6 LO 0 <0 (.0 (00 6 N W N N W N W W W W W 4+00 3+75 3+50 3+25 3+00 2+82 I 1000+00 1000+25 1000+50 1000+75 SOUTH BETHEL COLLECTOR SECTION B-B PROFILE VIEW rSKILLINGiS 084 ORCHARD 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 PORT ORCHARD 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 93. 2. ALL CATCH BASINS OUTSIDE OF ROADWAY SECTION SHALL HAVE A CIRCULAR FRAME (RING) AND COVER WSDOT STD PLAN B-30.70-04, 270 UNLESS STATED OTHERWISE. SEE DETAIL ON SHEET 92. 2.8" 1 3. ALL CATCH BASIN STATIONS AND OFFSETS IDENTIFY THE LOCATION OF W 265 THE CENTER OF THE STRUCTURE. 4. ALL STORM PIPE SHALL BE N-12 STORM SEWER PIPE, UNLESS OTHER INDICATED IN PLANS. 260 5. PROFILE SURFACE FOLLOWS THE CENTERLINE OF PROPOSED STORM PIPE. 255 250 245 240 PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT STORM WATER PLAN & Wa PROFILE I 1 I 1 I I II KEYMAP 20155 100% SHEET 86 OF 30 SHEETS SEE SHEET 76 141pi` r, . _ .\e p PROFILE SCALE (FULL 22"X34") 1 "=20' HOR. 255 1 "=5' VERT. 250 245 240 235 230 225 SEC. 35 & 36, T.24N., RAE., W.M., KITSAP COUNTY, WA EXCAVATE EX. SOIL INSTALL DEPRESSED QUARRY SPALL SEE DETAIL ON SHEET XX. SEE SHEET 78 14+00 eFry so SEE H SHEET 85 l y �COHP�SpHP — �'Z S _ _ EX. ROW �� _ — OHP � OHP — — CB-11 \ SEE SHEET 84 _ — os v CB-10 BETHEL TO OUTFALL A STA 9+75 TO STA 12+75 PLAN VIEW PROPOSED an oo CB-47 SURFA ® ro N L 104+10.97, 51.35' LT. OF IPE EX. SU FACE + N EI 237 04 (1 SE) OF PIPE IE:237.05 (1 ' N) _ ---- ------------ J cn W EXCAVATE EX. SOIL INSTALL DEPRESSED QUARRY SPALL SEE O DETAIL ON SHEET XX. 57 LF OF 18 IN. DIAM. AT 0. 5% 18 IN DIAM. AT 0. 5% CB 45 CB 6 73 LF OF 18 IN. IAM. AT 0.1 % B 13+2 .00, 0.01' R g 1 +79.86, 0.41 LT. LIE- 237. 5 (12" SW) IE:2 7.36 (18" S) IE:241.0 (12" E) IE:2 7.17 (12" E) IE:244. 1 (12" S) IE:2 7.17 (18" N ) IE:237,15 (111" N) N c0 N c0 n M N Ol N cD Ol 00 03 1- cn O r oo r N n N r O u� O n O O 0i u7'n 't't 6 Oi * m, �� co oo 't 1" It' 1" 6 �� c6 Lo . NN NN NN N NN N NN N NN N NN W W li W W li lad Lid W Lid I.,-W • • CD W IIIU' W W U' W U U' L� W .. W (J W W • • C� W U' li 255 250 245 240 235 230 225 2+82 2+75 2+50 2+25 2+00 1+75 1+50 1+25 1+00 0+75 0+50 0+25 0+00 —0+25 —0+50 BETHEL TO OUTFALL A STA 9+75 TO STA 12+75 PROFILE VIEW DATE REVISIONS r SKILL 1 N GS (360 Lacey Boulevard Lacey, Washington 98503 (360) 491-3399 Fax (360)60) 491-3857 0o4 ORCHARD PORT ORCHARD DESIGNED K. LANE 9/13/23 N0. DATE ENTERED BY:Y: J. J. HENRY 9/13/23 CHECKED BY: I. LEE P.E. 9/13/23 PROJ. ENGR.: I. LEE P.E. 9/13/23 Platted By Kazuma Lane on 9/13/23 11:46 AM Saved By Klane on 9/13/23 12:01 AM G:AProject\2020\20155 Port Orchard Bethel and Gncol n\CAD�SHEETS\2015535_SD_04.dw SCAL IN F-ET 0 20 40 STORM WATER LEGEND: —se— N-12 STORM DRAIN LINE —SD— — — EX. STORM DRAIN LINE L EX. CATCH BASIN n 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 95. 0 CONTECH DETENTION PIPES SEE SHEET 77 FOR PLAN & PROFILE STORM WATER KEYNOTES: Ot PROTECT EXISTING UTILITIES. O2 POTHOLE EXISTING UTILITIES TO LOCATE MATERIAL, SIZE AND DEPTH. Os CATCH BASIN TYPE II 48" DIAM. 12 CIRCULAR FRAME (RING) AND COVER. WSDOT STD PLAN B-30.70-04. 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 93. 2. ALL CATCH BASINS OUTSIDE OF ROADWAY SECTION SHALL HAVE A CIRCULAR FRAME (RING) AND COVER WSDOT STD PLAN B-30.70-04, UNLESS STATED OTHERWISE. SEE DETAIL ON SHEET 92. 3. ALL CATCH BASIN STATIONS AND OFFSETS IDENTIFY THE LOCATION OF THE CENTER OF THE STRUCTURE. 4. ALL STORM PIPE SHALL BE N-12 STORM SEWER PIPE, UNLESS OTHER INDICATED IN PLANS. 5. PROFILE SURFACE FOLLOWS THE CENTERLINE OF PROPOSED STORM PIPE. JOB NUMBER PORT ORCHARD BETHEL & 20155 LINCOLN ROUNDABOUT 100% SHEET STORM WATER PLAN & of Wa PROFILE 139 SHEETS 9f- RO_ - w - O WATER (D GAS _ -'48+00 ��sxx�xx�d�o - ' - � - MCHEL IT s�_ _I"D R xxx- xxx- x Ho L D - 49+00 ss - - SD- - A - SD- - n- + i EX. ROW - - - so- _ I E - - - CB-61 Sir) O I CB=62 r SD, O _ 5 O WATER _ Hdn _ 1 Hdn (D GAS G _ n CB-57 r I I I I PROFILE SCALE (FULL 22"X34") 1"=20' HOR. 270 1 "=5' VERT. 265 260 255 250 245 240 235 SEC. 35 & 36, T.24N., RAE., W.M., KITSAP COUNTY, WA CB r Sa � Ho-�9 104 -n CB-65 s Ndn WATER 2O MITCHELL TO OUTFALL B PLAN VIEW 0 CB-66 ®, 4 S 5 p0 \ CB-67 4 A -�7 fX ROW \ s Sqw � G� so\ S s \ c \ Hdn S B - \ 2+pp �S\ GAS O2 `�M� G Ndo sow �0 q 54 30 SS - So- G \ CB-61 PROPOSED CB-64 CB-66 M 49+32. 1, 0.03' RT. SURFACE ® M 50+78. 0, 10.23' LT. M 51+38.4 , 7.54' LT. RIM:256.4 OF PIPE RIM:253.6 RIM:253.4 E:252.68 (12" W) E:250.33 12" S) E:245.89 36" S) E:252.68 12 E E:245.89 36 E IE:252.68 (12" N) M 50+53 28, 0.60' LT. IE:250.33 12" W) IE:245.89 36" N) RIM:253.96 0, _ 65 EX. SURFACE CB-62 E: 2 0.47 (12" W) m n rk OF P PE M 49+97.29 0.06' RT. IE: 2 0.91 (12" S) (0 0D MB50+83.96, 6.19' LT. + M E:252. 3 (12" S) E: 2 E:2 0.49 12" E 0.47 (12" N) E: 248.88 (12" W) M 51 93.65, 6.30' LT. IE:252. 3 (12" E) j IE:245.89 (36" N) RIM:25 .19 3 (12" N) --w I :245.89 (36' S) IF - ----- 0 � 1 � O 65 LF OF 56 LF OF \ 12 IN. DIAM. AT 1.00% 12 IN. DIAM AT 2.00% O 27 LF F_/, - 2 IN. IA 12 IN. IDIAM. AT 0.5 % 155 BIOPOD 'X8' LF OF 36 IN. DIA A. AT 0.0 26 LF OFJ + LT 12 IN, 0% DIAM. AT 0. RIM: 2 4.04 1 LF OF 22 IE:2 0.30 1 IN. DIAM. A 0.25% IE:2 9.60 55 LF CF 36 IN. DIAM. AT 0.0 % In n 00 In O n 1" 0! n to M N M M O (0 fo 01to -t r N N Un I/7 M 17 M N -t (0 In (N (o N n Ili In di -t N A In 0 U) i n 1n Lo ri LID rio LID LrOi •• ri U' rIfil •• o ' C7 N N N W(� L U W O 6 W W CD W CD C W W (36 W D W W UU W C W W 00 W C W W C W DW C W 270 270 265 265 260 260 255 255 250 250 245 245 240 240 235 235 CB-66 M 51+38 47, 7.54' LT. RIM: 253. 9 E:245.8 (36" S) IE:245.8 (36" E) IE:245.8 (36" N) CB- 8 RIM: 53.52 E:245.89 (36" W) E:245.89 (36" N) 0 43 LF DF CMP PIPE 36 IN. DIAM. AT 0.0 % 8 LF OF CMP PIPE 36 IN. DIAM. AT 0.0 % ((00 N LOU- LO W N Nlei lei W W W mmmw- W; SCALE IN FEET 0 20 40 STORM WATER LEGEND: -SD- N-12 STORM DRAIN LINE -sD- - - EX. STORM DRAIN LINE ❑o EX. CATCH BASIN ❑� CATCH BASIN TYPE I PER WSDOT STD. PLAN B-5.20 C CATCH BASIN TYPE II PER WSDOT STD. PLAN B-10.20 ®O OLD CASTLE BIOPOD SEE SHEET 95. w CONTECH DETENTION PIPES SEE THIS SHEET FOR PLAN & PROFILE STORM WATER KEYNOTES: Ot PROTECT EXISTING UTILITIES. O2 POTHOLE EXISTING UTILITIES TO LOCATE MATERIAL, SIZE AND DEPTH. O4 36" DETENTION PIPE. SEE SHEET THIS SHEET FOR PLAN & PROFILES. Os CATCH BASIN TYPE II 48" DIAM. SEE DETAIL ON SHEET 92. OCATCH BASIN TYPE II 54" DIAM. W/ FLOW CONTROL TEE. SEE SHEET 93 FOR DETAILS. OS CATCH BASIN TYPE II 54" DIAM. SEE DETAIL ON SHEET 92 O9 CATCH BASIN TYPE II 60" DIAM. SEE DETAIL ON SHEET 92 15 INSTALL ENERGY DISSIPATING QUARRY SPALL AT OUTFALL. SEE DETAIL ON SHEET XX. 22 OLD CASTLE BIOPOD (8' x 6') SEE DETAIL ON SHEET 98. 270 STORM WATER NOTES: 265 �� ,, ,. ...... ... - RECTANGULAR VANED GRATE WSDOT STD PLAN B-30.30-03, UNLESS STATED OTHERWISE. SEE DETAIL ON SHEET 93. 260 2. ALL CATCH BASINS OUTSIDE OF ROADWAY SECTION SHALL HAVE A CIRCULAR FRAME (RING) AND COVER WSDOT STD PLAN B-30.70-04, UNLESS STATED OTHERWISE. SEE DETAIL ON SHEET 92. 255 3. ALL CATCH BASIN STATIONS AND OFFSETS IDENTIFY THE LOCATION OF THE CENTER OF THE STRUCTURE. 250 4. ALL STORM PIPE SHALL BE N-12 STORM SEWER PIPE, UNLESS OTHER INDICATED IN PLANS. 245 5. PROFILE SURFACE FOLLOWS THE CENTERLINE OF PROPOSED STORM PIPE. 240 235 130+00 130+25 130+50 130+75 131+00 131+25 131+50 131+75 132+00 132+25 132+50 132+75 133+00 133+25 SECTION A -A PROFILE VIEW 0+00 0+25 0+50 0+75 SECTION B-B PROFILE VIEW DATE REVISIONS r SKILL 1 NGS (360 Lacey Boulevard SE, Lacey, Washington 98503 (360)491-3399 Fax (360) 491-3857 0o4 O kC HARD PORT ORCHARD Wa DESIGNED LANE 9/13/23 N0. DATE Y: J. ENTERED BY: J. HENRY 9/13/23 CHECKED LEE P.E. 9/13/23 R.:I. PROD. ENGR.: I. LEE P.E. 9/13/23 Platted By. Kazuma Lane on 9/13/23 11:47 AM Saved By Klane on 9/13/23 12:01 AM G.AProject\2020\20155 Port Orchard Bethel and Lincoln\CAD\SHEETS\201553S_SD_05.dwg PORT ORCHARD BETHEL & 20155 LINCOLN ROUNDABOUT 100% SHEET 08 STORM WATER PLAN & PROFILE 139 SHEETS PROFILE SCALE (FULL 22"X34") 1"=20' HOR. 270 1 "=5' VERT. 265 260 255 250 245 240 LINCOLN A v SEC. 35 & 36, T.24N., RAE., W.M., KITSAP COUNTY, WA I UPH(D r 10 I IW 6� CB-53 GAS 0 I � i I WATER 0 CB-54 JJ B `0 O WATER 0 h B-62 0 I W /(i) / 2 / 1 pgtDo SD \ 0 '- o \ ir_ 0 J G - \ \\ s Q WATER O2 GAS J i = I _..... I CB-57 \B' I � _ GAS 0 2 WATE o I v -A_ 3I=I o GAS O4 I3 O I W I CB-61 o W MITCHELL NE CORNER AND SE CORNER PLAN VIEW CB-62 PROPOSED CB-56 L 107+11.13, .96' RT. SURFA E ® PROPOSED EX. SURFACE ® 1 108+58.55, 13.12' RT. RI :255.28 OF IPE SURFACE ® C OF PIPE IM:257.31 IE:252.03 (12" S) q OF PIPE E:252.03 12 E IE:252.03 (12" IN 13-54 CB-55 L 1 7+82.41, 13. 5' LT. L 08+58.70, 1 .64' LT. RIM: 56.04 RI : 257.43 IE:252.83 2" W IE:254,38 12" W IE:252.83 (12" S) IE:254.38 12" SW) IE:252.83 (12" E) 0 EX. SURFACE ®� 0 OF PIPE 72 LF OF 79 LF OFJ 28 LF F 12 IN. DI M. AT 1.12% 12 IN. DI AN. AT 1.96% 12 IN. DIAM. AT 0.5 % NaOO� to (� i3 (a 1ri 6 U) Uj to 0 to Lri to 1n '6 0,0 (6 co L n u� <o n to to n W W W W N N N N N N N N N N N N W W U' W 00 W 0 li W • • 6 W 6 6 W W • • W li W W lL 162+25 162+00 161+75 161+50 161+25 161+00 160+75 160+50 160+25 160+00 159+75 ENTERED BY: J. HENRY CHECKED BY: I. LEE P.E. PROD. ENGR.: I LEE P.E. Plotted By Kazuma Lane on 9\13\23 11:47 AM Saved By: None on 9\13\23 12.01 AM G.AProject\2020\20155 Port Orchard Bethel and Lincoln 270 265 260 255 250 245 240 O D °tip 41 o�y 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:256. 4 E:252.8 (12" W) IE:252.8 (12" E) PROPOSED SURFACE ® CB-57 OF PIPE L 107+81.67, 14.77' RT. RIM: 25 .97 IE:253. 2 (12" N) 0 EX. SURFACE CL OF PIPE 29 LF OF 12 IN. DIA . AT 1.00% m 0, W to Lci LO �c to LL NW N Nlei Wu- W W W 9+75 10+00 10+25 10+50 10+75 DATE REVISIONS �O /13 23 N0. DATE SKILL 1 NGS /13/23 /13/23 ORCHARD /13/23 5016 Lacey Boulevard SE, Lacey, Washington 98503 ETS\20155_PS_So_05.dwg (360) 491-3399 Fax (360) 491-3857 PORT ORCHARD 270 265 260 255 250 245 240 SCALE IN FEET 0 20 40 STORM WATER LEGEND: -SD- N-12 STORM DRAIN LINE -sD- - - EX. STORM DRAIN LINE At 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 95. �� sD CONTECH DETENTION PIPES SEE SHEET 88 FOR PLAN & PROFILE. STORM WATER KEYNOTES: O1 PROTECT EXISTING UTILITIES. 2O POTHOLE EXISTING UTILITIES TO LOCATE MATERIAL, SIZE AND DEPTH. O CATCH BASIN TYPE I O6 CATCH BASIN TYPE II 48" DIAM. 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 93. 2. ALL CATCH BASINS OUTSIDE OF ROADWAY SECTION SHALL HAVE A CIRCULAR FRAME (RING) AND COVER WSDOT STD PLAN B-30.70-04, UNLESS STATED OTHERWISE. SEE DETAIL ON SHEET 92. 3. ALL CATCH BASIN STATIONS AND OFFSETS IDENTIFY THE LOCATION OF THE CENTER OF THE STRUCTURE. 4. ALL STORM PIPE SHALL BE N-12 STORM SEWER PIPE, UNLESS OTHER INDICATED IN PLANS. 5. PROFILE SURFACE FOLLOWS THE CENTERLINE OF PROPOSED STORM PIPE. PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT STORM WATER PLAN & Wa PROFILE 20155 100% SHEET 89 OF 39 SHEETS 270 M 265 260 255 250 245 240 ROW CB-51� I / 3� W� CB - 50 1 0 /B 1 1 CB-49 ICON �L SE Ol I v PROFILE SCALE (FULL 22"X34") 1"=20' HOR. 1"=5' VERT. CB 4 EX, SURFACE 0+7 .70, 10.23' LT. OF PIPE RIM:253. 0 E: :250.81 (6" ) CB-51 IE: 50.33 (12" ) M 5 +15.01, 12.9 ' LT RIM: 253.28 IE:2 1.00 (6" S) PROPOSED SURFACE OF PIPE 0 38 LF OF 6 IN. DIAM. AT 0.50% ' O N 00 (O to LO W lOi Lo N Lo � N N W W W W W LOi W 139+75 140+00 140+25 140+50 140+75 DATE ENTERED BY: J. HENRY CHECKED BY: I_ LEE P.E. PROJ. ENGR.: I LEE P E. Plotted By: Kazuma Lane on 9/13/23 11:47 AM Saved By: Klane on 9/13/23 12.01 AM G.AProject\2020\20155 Port Orchard Bethel and Lincoln 270 265 260 255 250 245 240 REVISIONS SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA � D / ACIO y��/ k 3 ' B 2 O CB-52 UPH 2O GAS 0 c / 1 d� I 1 C e CB-53 O 1 WATER O / WATER O2 D \° Fx ROW o JSD UpN \S l W \SD r I Og*00 \ MITCHELL NE CORNER AND SE CORNER 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. 0, 0.71' RT. M 50 54.68, 17.9 ' LT. C -52 RIM:254.1 E RIM:2 D3.66 M 51 L 16.32, 13.22 RT. IE:250.86 (12" NE) FIE: 25 .56 (12" SW RIM:2 3.61 PRO DOSED SURFACE CB-63 Ck OF PIPE M 50+53 28, 0.60 LT. RIM:253. 6 IE:250.91 12 VV) (12" S) EX. SURFACE IE:250.49 (12" E) OF PIPE IE:250.47 (12" N) ---- - - - - - - -- ---- - 59 LF OF 12 IN. DIAM. AT 0.50% 60 LF OF 17 LF OF 12 IN. DIA . AT 0.50% 12 IN. DIAM. AT 0.50% 19 F OF LIA 50+54.84, 17.93' RT. 12 IN. DIAM. AT 3.50% IM:253.84 E 250.59 (12' W) E:250,59 (12' N) O� 00 ^N N u)Iq '0 �i( pli 0 W) 0 0 � 0 N LO 0 C.J C7 W i N N N N N N N N N N N W i W W W W LOi W W Li W W Li -0+25 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 PROFILE VIEW SCALE IN FEET 0 20 40 STORM WATER LEGEND: -Su- N-12 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 95. CONTECH DETENTION PIPES SEE THIS SHEET FOR PLAN & PROFILE STORM WATER KEYNOTES: O PROTECT EXISTING UTILITIES. O POTHOLE EXISTING UTILITIES TO LOCATE MATERIAL, SIZE AND DEPTH. O5 CATCH BASIN TYPE I 0 CATCH BASIN TYPE II 48" DIAM. 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 93. 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 92. 3. ALL CATCH BASIN STATIONS AND OFFSETS IDENTIFY THE LOCATION OF THE CENTER OF THE STRUCTURE. 260 4. ALL STORM PIPE SHALL BE N-12 STORM SEWER PIPE, UNLESS OTHER INDICATED IN PLANS. 255 5. PROFILE SURFACE FOLLOWS THE CENTERLINE OF PROPOSED STORM PIPE. 250 245 240 rSKILLINGiS Tort ORCHARD 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 PORT ORCHARD Wa PORT ORCHARD BETHEL & 20155 LINCOLN ROUNDABOUT 100% SHEET 90 or STORM WATER PLAN & PROFILE 139 SHEETS SEC. 35 & 36, T.24N., RAE., W.M., KITSAP COUNTY, WA PROFILE SCALE (FULL 22"X34") 1"=20' HOR. 1"=5' VERT. 270 265 260 255 250 245 240 MITCHELL SE TO NE CORNER COLLECTION PLAN VIEW CB 70 CB Z309 M 9+49.69, 2015' RT. M 5 +30.07, 26. 5' RT. RIM 256.04 RIM: 154.88 IE: 52.27 (12" ) IE:2 1.35 (12" S) PROPOSED IE: 52.89 8 E CB 2502 IE:2 1.35 (12" N) OF PIPE 49+51.31, 9.89' RT. CB-69 M 49+60.66 21.28' RT. EX. SURFACE R M: 256.35 RIM:255.45 OF PIF E E:253.9 (6" SE) E:252.18 1 IE:252.18 (1 S ' N) X X 21 LF OF 6 114.DIAM. AT 1.11% [65 20 LF F LF OF 33 LF OF 8 IN. DIAM. AT 5.4 % 12 N. DIAM. AT 1.28% 12 IN. DIAM. AT 0.2 % 28 LF OF —10 LF OF 12 IN. DIAM. AT 0.27% 12 IN. DIAM. A r 0.90% N) W u7 M N N c0 CD U' U n rfl (.D U7 u •• rf) u), U7 N 10 Lo N N1 0 CD 66 CD 66 W L W N L N N N N N N N N L, W W L, W W W ILL U' W 6 CD W W CD 6 L, W •• CD W 6 6 L, W 6 W —0+50 —0+25 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 MITCHELL SE TO NE CORNER PROFILE VIEW 271 26: 261 25: 251 24: 241 SCALE IN FEET 0 90 40 STORM WATER LEGEND: —SD— N-12 STORM DRAIN LINE —SD— — — EX. STORM DRAIN LINE O EX. CATCH BASIN ❑� 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 95. sD CONTECH DETENTION PIPES SEE THIS SHEET FOR PLAN & PROFILE STORM WATER KEYNOTES: O PROTECT EXISTING UTILITIES. O POTHOLE EXISTING UTILITIES TO LOCATE MATERIAL, SIZE AND DEPTH. 0 CATCH BASIN TYPE I O CATCH BASIN TYPE II 48" DIAM. 11 BEGIN CULVERT EXTENSION. SEE DETAIL FOR CONNECTION TO DISSIMILAR PIPES ON SEE XX. 12 END OF CULVERT PIPE. MATCH TO EX. BOTTOM OF SWALE. INSTALL QUARRY SPALL SEE DETAIL ON SHEET XX. 1a PROTECT EX. CATCH BASIN 1a LIFT EX. CATCH BASIN TO PROPOSED SURFACE. KEEP SOLID LID. 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 93. 2. ALL CATCH BASINS OUTSIDE OF ROADWAY SECTION SHALL HAVE A CIRCULAR FRAME (RING) AND COVER WSDOT STD PLAN B-30.70-04, UNLESS STATED OTHERWISE. SEE DETAIL ON SHEET 92. 3. ALL CATCH BASIN STATIONS AND OFFSETS IDENTIFY THE LOCATION OF THE CENTER OF THE STRUCTURE. 4. ALL STORM PIPE SHALL BE N-12 STORM SEWER PIPE, UNLESS OTHER INDICATED IN PLANS. 5. PROFILE SURFACE FOLLOWS THE CENTERLINE OF PROPOSED STORM PIPE. DATE REVISIONS SKILL 1 NGS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 �Q% / ORCHARD PORT ORCHARD Wa PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT JOB NUMBER 20155 100% DESIGNED BY: K. LANE 9/13/23 NO. DATE ENTERED BY: J. HENRY 9/13/23 CHECKED BY: I. LEE P.E. 9/13/23 PROJ. ENGR.: I. LEE P.E. 9 13 23 SHEET 91 OF 139 SHEETS Platted By Kazuma Lane on 9/13/23 11:48 AM STORM WATER PLAN & PROFILE Saved By Klone on 9/13/23 1201 AM G\Project\2020\20155 Port Orchard Bethel and Lincoln \CAD\SHEETS\2015535_SD_06.dw D FRAME AND VANED ORATE CA '. s'. 12'. OR 2A' RIGHT INCREMENT (SPACED EQUALLY) RECTANGULAR ADJUSTMENT SECTION PRECAST BASE SECTION IR a-) PIPE ALLOWANCES PIPE I RML MAXIMUM INSIDE DIAMETER (INCHES) REINFORCED aft PLNN CONCRETE iT ALL METAL PIPE is. CPSSP w (STD. SPEC. SECT. 9-06.M) T' B-D-PVC (SM.Win, 9EDT. sa8.12(1M IS• PROFILE WALL PVC (BTD. SPEC. SECT.1-12(2)) 13" 1k CORRUGATED POLYETHYLENE STORM SEWER PIPE a8 SAR EAC ONNEI Min 1O BAR HOOP (SEE NOTE 0 ALTERNATIVE PRECAST BASE SECTION NOTES 1. As acceptable altematives to the mbar shown in Me 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 De used with the minimum requireo mbar shown in the ALTERNATIVE PRECAST BASE SECTION. Were 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' (it). 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 Bass Section 7. All pickup holes shall be grouted full after the basin has been placed. NOTE: STANDARD PLANS INCLUDED FOR REFERENCE ONLY �J�D7�TA2xi,1r„"T�L 0NAL g�G an biz .0107:535-dir CATCH BASIN TYPE 1 STANDARD PLAN B-5.20.03 SHEET 1 OF 1 SHEET APPROVEp fOR PUBLICATION Roark, Steve Pu"'-.° . WW"pan pRen oyvimMMTmryMien NOTES B 1. Bolt down Capability is required on all frames, grates, and covers, unless specified otherwise in the wntraa. Provide 2 holes in the TRANSITION T-fi-MIN. TRANSITION r - Be Na.. flame that are vertically aligned with the grate or Cover Slots. The frame shall accept the 304 Stainless Steel (S.S.) 5/8" (in) 0 - 11 INC z 2" alien head Cap screw by being tapped, or other approved mechanism. Location of boll -down holes varies by manufacturer. w A m 0 O O Q O 2. Refer to Standard Specification, Section 9-05.15 and 9-06.16(2) for additional requirements. 3. For Adjustment Section Details - See Standard Plan B-30.90. 4. Size and dimensions of drains vary by Manufacturer, but open o area shall be 1.5 square feet minimum. NOTES 1. No steps are required when height is 4' or less. 2. The bottom of the precast Catch basin may be sloped to facilitate cleaning. 3. The rectangular frame and grate may be installed with the flange up or down. The frame may be Cast into the adjustment section. 0 4. Knockouts shall have a wall thickness of 2" (in) minimum to 2.5" (in) maximum. Provide a After (in) minimum gap between the knockout wall and the outside of o the pipe. and S e pipe l installed, fill 9.0 gap with joint mortar in accordance with Standard Specification Section 9-04.3. CATCH BASIN FRAME AND VANED GMTE OR MANHOLE RING AND COVER i n RECTANGULAR ADJUSTMENT SECTION OR CIRCULAR ADJUSTMENT SECTION FLAT SLAB TOP SEE TABLE MORTAR J-G TEPS OR ADDER REINFORCING STEEL (TYPJGRAVEL BACKFILLFOR PIPE ZONE BEDDING I , SEPARATE BASE INTEGRAL BASE PRECAST PRECAST WITH RISER (49'(IN)-72•(IN)ONLY) DATE CENTERED BY. J. HENRY CHECKED BY' I. LEE P.E Plotted By Ka.uma Lane on 9/13/23 11:48 AM Saved By Klane on 9/13/23 12,02 AM G:AProject\2020\20155 Port Orchard Bethel and Lincoln CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER MIN. WALL THICKNESS MIN. BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS 48" 4" fi" 36' 8" 1., 4.5" 8" 42" 8" 60" 5" 8" 4W 8" 72" 6" 8• 601 12' 84" 8" 12" 72" 12" 96" 1 8" 1 12' 1 84" 12" 120" 10" 12" 98" 12" 144" 12" 12" for 12" PIPE ALLOWANCES CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER BASIN DIAMETER CONCRETE ALL METAL CPSSP 1 PP 40 SOLID WALL PVCO2 PROFILE WALL PVCOO 48" 24" 30" 24" 30" 30" 54" 30" 1.. 30" 36' 36" 60" 36" 1.. 36" 42" 42" 72" 42" 54" 42" 48" 48" 84" 54" 10" 54" 4W 48" 98" 80" 72" 60" 48" 48" 120" 66" 84" 60" 4V 48" 144" 78" 96" 60" 4V 48" (1) Corrugated Polyethylene Storm Sewer Pipe (Sea Standard Specification Section 9.05.20) (See Standard Specofication Section 9-05.12(7)) (D (See Standard Specification Section 9105.12(2)) Oa) Polypropylene Pipe (See Standard Specification Section 9.06.24) REVISIONS NOTE: STANDARD PLANS INCLUDED FOR REFERENCE ONLY V. HEILV e`� M1dw uaxv.�2 2 �9y0NAL e�0 Heilman, Julie loluy'L Fe620201812.49 PM CATCH BASIN TYPE 2 STANDARD PLAN B-10.20-02 SHEET I OF 1 SHEET APPROVED FOR PUBLICATION �wm:nsnn sn. ow=ao.m mTA"wmn�.n &1CK EDGE OF FRAME EVEN O `MTH BOCK FACE OF CURB OOOOOOo PLAN ROLLED INLET DOOQQO� 0� NOTE: STANDARD ISOMETRIC VIEW PLANS INCLUDED FOR 2031e' REFERENCE ONLY GENTERLINE OF DRNNAGE STRUCTURE MAY DIFFER FROM THE GENTERLINE 1T 273118 OFTHE FRAME AND GRATE ,` TMNSITION 25316' \,�� FRONT EDGE OF FRAME 4. R FLUSH WITH STREET/ b 'QL GUTTER SURFACE MATCH ROADWAY SLOPE 0 0 0 A� w� L ST8P0D \aM 1T � N �S'fyONAL BAG =00i GT:5) . DTCP 17 .G8.ROLLED CURB DRAIN 9t' 35'• STANDARD PLAN B-30.05.00 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Roark, Steve "mom "N W " SECTION OA SECTION I L I I a'. I RING PLAN 03 13N' 27 MS" - 2631a' BLIND PICK NOTCH- V DETAIL"A" za y4. RING SECTION O SKIDGROOVE PATTERN -SEE DETAIL SEE DETAIL I 17I18'HURF _ III WASHER TOP _ B (SEE NOTES) BOTTOM .---- ---• I s COVER PLAN 1I2'(MIN.) (IN) DOVETAIL GROOVE SEE DETAIL W WITH NEOPRENE GASKET (SEE NOTES) T BOLr.DOWNIoxr I� DETAIL L"B" "B" COVER SECTION OB (SEE NOTE 7) STANDARD TYPE 1 rSKILLINGS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360)491-3399 Fax (360) 491-3857 0-' EE NOTE 2 A SEE DETAILP.) RING PLAN n �• ze era• I 1. r°�5i9• (31 26" 26&4' � 1N' RING SECTION OA SEE DETAS. ZOO TOP N Nil! I --- - .� I COVER PLAN SEE DETAIL •B' .� SEEDETAIL'A' COVERSECTION OB (SEE NOTE 7) BOLT -DOWN I WATERTIGHT TYPE 2 0 CHARD PORT ORCHARD Wa 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 tame shall accept the 304 Stainless Steel (S.S) 5/8" - 11 NC x 2" (in) Nlem head Cap Sprees by being tapped, or other approved mechanism. Location of bolt down holes vanes by manufacturer. 3. For bolt -down manhole ring and rovers that are not designated'Waterfight," 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 (1111.SV). ISOMETRIC VIEW �- . NOTE: STANDARD ��y PLANS INCLUDED FOR SKID GROOVE PATTERN REFERENCE ONLY DETAIL `F HEIL, �O�'eo1 rweil,-9y �SyONAL e�0 CIRCULAR FRAME(RING) AND COVER STANDARD PLAN 0-30.70.04 SHEET t OF 1 SHEET ,:pAqPPROVED FOR PU11-11 +eNe+.w.v �w.amno. son wF.mm.n e1A."Pommwn PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT STORM WATER DETAILS 20155 100% 92 OF 139 4 t flFF 7 FF T TOP T OR S EQUAL SPACES DIRECTION OF FLOW ___ SECTION O NOTE: STANDARD PLANS INCLUDED FOR REFERENCE ONLY NOTES 1. Boll -down capability aired on all !tames rates and covers, unless Is required g 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 (SB.) 518" (in) - 11 NC . T (in) alien head cap screw by being tapped, or other approved mechanism. Location of bolt -down holes varies by manufacturer. D E DETAIL ANNOT1 D NOTE 1 -"'- 2. Refer to Standard Specification Section 9.05.15 and 9-05.15(2) for AN - ' - additional req uirements. _ _ _ -- 3. For frame details, see Standard Plan B-10.10. JL RECESSED ALLEN HEAD CAP SCREW Sol S.S. W (IN) -11 V1. C.2"BNI GRATE GRATE i FRAME SECTION O a - HOLE BOLT -DOWN DETAILS SEE NOTE 1 ISOMETRIC HEILM �J � W uaeiq,9�4 K piOB 9g018T61^A� \�� ,��{ �ppc j�( ��p �SyONAL chic 0 'Lr.T^e.� rd 202A1812S°FM UU RECTANGULAR VANED GRATE STANDARD PLAN 0-30.30-03 �wa.,,sNx nmTAx.F"Hn,"„ 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.) 518" (in) - 11 NC • 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. `BOL LAN. NOTE 1 SLOT2B•(IN)R.- 4. For frame del see Standard Plan B-30.10. DETAIL AND � BEE NOTE 2 (c l AMEN Y HD CAP SCREe W SNI S.S. 5/9"(IN)-II _ 21n'DIAM. HOLE: NC x 2' oN) ................................ _ I GRATE ' - 'OIOOQOQ � ORATE ,6, i O O O FRAME SLOT NOTE: STANDARD TOP <� SECTION OB HOLE PLANS INCLUDED FOR BOLT -DOWN DETAILS REFERENCE ONLY S' ,Jy L� M VASITY 9�' 3 tn'W •N'ypy, 4914• r 11n• : Z3'0• o Beo 9BOISTa&1' \2 �314'(IN) DIAM. HOLE ONAn o�1v 12.5111 T t1n" (IN)OIAM. HANDLE vo®G ,� (I. N.(1 Ileil,iun, aria vO��pA�Op� o�Yu'+c tlW'xnw . , .I '1 vvvvv®vvpv RECTANGULAR SOLID 39'R.-SEE NOTE2 vvv®vvovvpvo METAL COVER SECTION O SECTION cO vvvvv�®v®®� STANDARD PLAN0-30.20.04 SHEET SHEET 1 OF I APPROVED FOR PUBLICATION ISOMETRIC wnmrNN„ smro P.wln.nwr,ox,romuox DATE I:1,14 J. HENRY Platted 2-11-1 Lane on 9/13/23 11:48 AM Saved B By . KI_ oa 9/13/23 12: 02 AM G.AProject\2020\20155 Port Orchard Bethel and Lincoln REVISIONS IN 4 PLAN VIEW MANHOLE RING AND COVER 11 LOCKING BOLTS, MARKED "ORNN" I MIN. it MAX. ALTERNATINE NOTCH WEIR MAY BE SPECIFIED - SEE DETAIL W MIN. SET OVERFLOW ELEVATION TO PROVIDE DETENTION AS - SHOWH IN THE CONTRACT PIPE SUPPORT- 3"(IN). OR 3' (IN) c""Ni - STEEL (SEE NOTE 1) MINN. ^ - aunET MORTAR(T-rPJ FLOW RESTRICTOR RESTRICTOR PLATE WITH ORIFICE 54^ DIAM. MIN. (SEE NOTE 6) SECTION OA ADIUSTA LOCK NOOK MATHHI L LOCK SCREW V (IN) DIAN. ROD OR TUBING LIFT HANDLE ATTACHMENT ,F- uFrtwmLt MAXIMUM OPENING 1n" (IN) HOLE ON 10 SS' (IN) BOLT CIRCLE (TYP) IIII�HP�y1Igry�I1 LEVEL MNE 9 9 (SEE NOTE T) CLOSED FRONT SIDE STEPS OR (ADDER SHEAR GATE DETAILS LIFT HANDLE NOTES 1. The pipe supports and the flow restric or shall be Constructed of the same material and be anchored at a maximums spacing of 36" (in). Attach the supports to the manhole with 5/8" in stainless P 9 () pipe ( ) steel expansion bolls or embed the supports into me manhole wall 2" (in). 2. The vertical near stem of the flow restrictor shall be the same diameter as the honzontal outlet pipe with a minimum diameter of 12" (in). 3. The flow restnctor shall be fabricated from one of the following materials: 0.060" (In) Corrugated Aluminum Alloy Drain Pipe 0.064" (In) Cc nugated Galvanized Steel Drain Pipe with Treatment 1 0.084" (in) Corrugated Aluminized Steel Drain Pipe 0.060" (in) Aluminum alloy flat sheet, in accordance with ASTM B 209, 5052 M32 or EPS High Density Polyethylene Storm Sewer Pipe 4. The frame and ladder Or steps are to De offset so that the shear gate is visible from the top; the climb -down space is dear of the riser and gate; the frame is Gear of the cum. 5. The muit4onfice elbows may be located as shown, or all placed on one side of the near to assure ladder clearance. The size of the elbows and their placement shall be specified in the Contract. 6. Rise Oscar plate with onfice as specified In the Contract. The opening Is to be cut round and smooth. TT. 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 (In prevent galvanic corrosion), it may be of solid rod or hollow tubing, with adjustable hook Be required. A neoprene rubber gasket is required between the riser mounting flange and the gate flange. Install the gate so that the level -line mane is level when the gate is dosed. The mating surfaces of the lid and the body shall be machined for proper fiL All shear gate bolts shall be stainless steel' NOTE: STANDARD 8. The shear gate maximum opening shall be controlled by limited hinge movement PLANS INCLUDED a stop tab, or some other device. 9. Aftemanve shear gate designs am acceptable if material specifications am met. FOR REFERENCE ONLY OVERFLOW ELEVATION S SPECIFIED IN CONTRACT _ oI - WEIR LENGTH AND ELEVATION AS SPECIFIED IN CONTRACT " yONAL e�4 REMOVABLE Aug1T,2021 - WATERTIGHT COUPLING CATCH BASIN TYPE 2 WITH FLOW RESTRICTOR LR -TENTH STANDARD PLAN B-10.40-02 SHEET 1 OF 1 SHEET ORIFICE BUCATON ��AIIFIIEIFIRAug 1T,AIL ELBOW DETAILm.maTA,,.oe.r.am, FLOW RESTRICTOR TEE DESIGN: CB-32: B 13+10.24, 46.53' LT ORIFICE #1 - 4" @ 0' ORIFICE #2 - 4" @ 0.5' NOTCH - 0.25'(H) X 0.5'(W) RISER - 2' TALL CB-37: B 13+79.86, 0.41' LT ORIFICE #1 - 1.375" @ 0' NOTCH - 0.9'(H) X 0.03125'(W) RISER - 2' TALL CB-40: L 105+22.10, 67.05' RT ORIFICE #1 - 2.5" @ 0' NOTCH - FLAT RISER - 2' TALL CB-67: M 51+93.65, 6.30' LT ORIFICE #1 - 0.5" @ 0' ORIFICE #2 - 2" @ 0.4' NOTCH - FLAT RISER - 2' TALL !3SKI LLINOS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360)491-3399 Fax (360) 491-3857 0 CHARD. PORT ORCHARD Wa PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT STORM WATER DETAILS 20155 100% 93 OF 139 NS' SEE NOTES) (TEa7 fYC (MIN.) 1M•(IN)DOVETAILGROOVE WITH NEOPRENE GASKET (SEE NOTES) BOLT -DOWN I WATERTIGHT DETAIL"B" NOTE: STANDARD PLANS INCLUDED FOR REFERENCE ONLY J. HENRY Plotted By Kazuma Lane on 9/13/23 11:48 AM Saved By Klane on 9/13/23 12: 02 AM G: Project 2020 20155 Port Orchard Bethel and Lincoln RING PLAN 2T SIB' 283I8 m� SIB' RING SECTION OA SKID GROOVE PATTERN -SEE DETAIL SEE DETAIL •A• TOP — - B SO"To. i COVER PLAN SEE DETAIL'A- COVER SECTION OB (SEE NOTE T) STANDARD TYPE 1 RING PLAN 21 Sal' 26 31B' r � 24• za v4• 301IB" RING SECTION O SEE DETAIL 'A' MUs ail I TOP BblTore - -' COVER PLAN SEE DETAIL'B' SEE DETAIL'A' T—i sre• COVERSECTION Og (SEE NOTE T) BOLT -DOWN I WATERTIGHT TYPE 2 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. Boltdown 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 Me grate or cover slots. The frame shall accept Me 304 Stainless Steel (S.S) 518" - 11 NC x 2" (in) alien 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," Me neoprene gasket, groove, and washer are not required. 4. Washer shall be neoprene (Detail "B"). S. 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, h is 1.5 times the horizontal scale (1 H:1.5V). ISOMETRIC VIEW OUTFALL B — QUARRY SPALL DETAIL S TA: N.T.S DATE I REVISIONS SKID GROOVE PATTERN DETAIL HBitM �J�'�qv rns9i,Ir,9v4 sw AiOF A`'OI8t8T�d� \�� S"ONAL 8�0 ^. ll .(i Holnun, Juli i0181e2:55 PM CIRCULAR FRAME (RING) AND COVER STANDARD PLAN 0-30.70-04 SHEET OF SHEET APPROVED FOR PUBLICATION �,.,E�nn�nEEw rSKILLINGS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360)491-3399 Fax (360) 491-3857 OUTFALL A — DEPRESSED QUARRY SPALL DETAIL S TA: N.T.S "'2CHARD PORT ORCHARD Wa PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT STORM WATER DETAILS 20155 100% 94 OF 139 ARIES I INLET WINDOW III C—-1 IH 4'_0" INLET —II 2'-2" [26"] DROP RECOMMENDEDIII I II IIIIII I III 6" OPTIONAL DRAIN T-10" 3'-10" DOWN DEVICE 4" LEFT END VIEW 018" RCP MAX. INLET ALTERNATE INLET LOCATION i� ALTERNATE OUTLET LOCATION J 018" RCP MAX. OUTLET 3'-0" 2'-0" - — — — — — — — — — — — — — — INLET \\ I I I I _ _ _ _ _ _ _ _ _ — — --------- lI' OUTLET TT -Fn\\— — — — — — — — — — — — — — 2X 018" TRAFFIC RATED CAST IRON COVERS, FIELD POURED CONCRETE COLLAR REQUIRED, BY OTHERS. 51-1-1/4" MIN 13'-10" MAX DIVIDER WALL 2 8„ BYPASS WEIR OUTLET I II,!I �—DIVIDER WALL 1X 036" BOLTED & GASKETED ACCESS COVER, FIELD POURED CONCRETE COLLAR REQUIRED, BY OTHERS. FL - -1 - - - - - - - L _L----� I I ELEVATION VIEW —RIM 4"MIN TO 5' MAX COVER (SEE NOTE 1.13) ENERGY DISSIPATION STONE 2„ V-6" 1ix,T" MEDIA 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, SLAB/WALL 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, STORMMIX- MEDIA, MULCH, DIVIDER WALL, BYPASS WEIR AND OPTIONAL DRAIN DOWN. L6" DRAIN ROCK UNDERDRAIN PIPE BioretenfioN BiofilUation 0 OldcasW Infrastructure I AO CONMNV DATE REVISIONS JOB NUMBER DESIGNED BY: K. LANE 9/13/23 NO. DATE L ��'W PORT ORCHARD BETHEL & 20155 ENTERED BY: J. HENRY 9/13/23 � SKILL 1 NGS ORCHARD LINCOLN ROUNDABOUT SOOT CHECKED BY: I. LEE P.E. 9/13/23 PROD. ENGR.: I. LEE P.E. 9/13/23 SHEET Plotted By. Kazuma Lane on 9/13/23 11:48 AM 5016 Lacey Boulevard SE, Lacey, Washington 98503 95 OF Saved By. Klone on 9/13/23 12:02 AM (360) 491-3399 Fax (360) 491-3857 BIOPOD DETAILS 139 G: Prdect 2020 20155 Port Orchard Bethel and Lincoln \CAD\SHEETS\20155_DE_O5.dw I PORT ORCHARD Wa 1 1 SHEETS VARIES I I I I INLET WINDOW I I III H III 4-0 INLET 2'-2" [261 DROP RECOMMENDED, 6" MIN. III III 6" OPTIONAL DRAIN 2'-10"4"If-2'-1 DOWN DEVICE LEFT END VIEW 012" RCP MAX. INLET ALTERNATE INLET LOCATION—\ 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. 5'-1-1/4" MIN 13'-10" MAX 3'-10" DER WALL WEIR 0" �—---------_ INLET / IX I IL — ::D OUTLET \\ —------� DIVIDER WALL 4 t PLAN VIEW 036" BOLTED & GASKETED ACCESS COVER, FIELD POURED CONCRETE COLLAR REQUIRED, BY OTHERS. RIM 4" MIN TO �5' MAX COVER -------------- (SEE NOTE 1.13) ENERGY DISSIPATION STONE 2" MULCH , III I StormMixTM MEDIA 6" DRAIN ROCK 6" ELEVATION VIEW UNDERDRAIN PIPE BIo0ttr boo 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'-W 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 A6151A706, 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 BY 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, SLABIWALL 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 9/13/23 NO. DATE L ��'W PORT ORCHARD BETHEL & 20155 ENTERED BY: J. HENRY 9/13/23 SKILL 1 N GS ORCHARD LINCOLN ROUNDABOUT 100% CHECKED I. LEE P.E. 9/13/23 PROD. ENGR.: I. LEE P.E. R.: 9/13/23 SHEET Plotted By. Kazuma Lane on 9/13/23 11:48 AM 5016 Lacey Boulevard SE, Lacey, Washington 98503 96 saved B . Klane on s 13 23 12:02 AM y / / (360) 491-3399 Fax (360) 491-3857 BIOPOD DETAILS 1OF 39 G: Pro'ect 2020 20155 Port Orchard Bethel and Lincoln \CAD\SHEETS\20155_DE_O5.dw PORT ORCHARD Wa SHEETS 012" RCP MAX. INLET ALTERNATE INLET LOCATION —\ 5'-0" ALTERNATE OUTLET LOCATION 012" RCP MAX. OUTLET •ice C ,MI DIVIDER 2X 018" TRAFFIC RATED CAST IRON COVERS, FIELD POURED CONCRETE COLLAR REQUIRED, BY OTHERS. 036" BOLTED & GASKETED ACCESS COVER, FIELD POURED CONCRETE COLLAR REQUIRED, BY OTHERS. RIM 4" MIN TO ----I-- -------------- �5'MAX COVER (SEE NOTE 1.13) ARIES INLET WINDOW 6-1-1/4" MIN III I I III 13'-10" MAX I + ENERGY DISSIPATION STONE 2„ H II MULCH 4'-0" III — II I� III 3'-10" INLET I11 I III DIVIDER WALL 2r III BYPASS WEIR 2'-2" [26"] DROP — ! StormMixT"" MEDIA RECOMMENDED, 6" MIN. III ' III — �L� — �� 6" DRAIN ROCK 6 — I� — OUTLET OPTIONAL DRAIN 1'-10" 4" 1'-10" 1'-6" UNDERDRAIN PIPE DOWN DEVICE LEFT END VIEW ELEVATION VIEW 1. DESIGN LOADINGS: A. AASHTO HS-2044 (WITH IMPACT) B. DESIGN SOIL COVER: 5'-O" 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'-W 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, SLAB/WALL 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, STORMMIX'"' MEDIA, MULCH, DIVIDER WALL, BYPASS WEIR AND OPTIONAL DRAIN DOWN. DATE REVISIONS SKILL 1 NGS � 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 L ��'W ORCHARD I PORT ORCHARD Wa PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT JOB NUMBER 20155 SOOT DESIGNED BY: K. LANE 9/13/23 NO. DATE ENTERED BY: J. HENRY 9/13/23 CHECKED BY: I. LEE P.E. 9/13/23 PROD. ENGR.: I. LEE P.E. 9/13/23 SHEET 97 1OF 39 1 SHEETS Plotted By. Kazuma Lane on 9/13/23 11:48 AM BIOPOD DETAILS 1 Saved By. Klone on 9/13/23 12:02 AM G: Prdect 2020 20155 Port Orchard Bethel and Lincoln \CAD\SHEETS\20155_DE_O5.dw 012" RCP MAX. � (r ALTERNATE INLET LOCATION '�\III IIII :1 INLET L I � I OUTLET r 4\ IS lit 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 INLET WINDOW III I I H III III---� III 4,4e INLET9 I II II ! III 2'-2" [26"] DROP II RECOMMENDED, 6" MIN. III III _' 6 — — OPTIONAL DRAIN DOWN DEVICE LEFT END VIEW 5-1-1/4" MIN 13'-10" MAX 3-10" DIVIDEi WALL 2'-8" BYPASS WEIR DIVIDER WALL PLAN VIEW 036" BOLTED & GASKETED ACCESS COVER, FIELD POURED CONCRETE COLLAR REQUIRED, BY OTHERS. II I I I I ilk - - I I 6" 1 ELEVATION VIEW ----'—RIM 4" MIN TO 5' MAX COVER (SEE NOTE 1.13) ENERGY DISSIPATION STONE 2" itormMliTM MEDIA 6" DRAIN ROCK UNDERDRAIN PIPE BioretenGon/ BiofMrotion NOTES: 1. DESIGN LOADINGS: A. AASHTO HS-20-44 (WITH IMPACT) B. DESIGN SOIL COVER: 5'-O" 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, SLAB/WALL 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. 0 Okkasde Infrastructure" AOII DATE I REVISIONS JOB NUMBER DESIGNED BY: K. LANE 9/13/23 NO. DATE L ��'W PORT ORCHARD BETHEL & 20155 ENTERED BY: J. HENRY 9/13/23 � SKILL 1 NGS ORCHARD LINCOLN ROUNDABOUT SOOT CHECKED BY: I. LEE P.E. 9/13/23 PROD. ENGR.: I. LEE P.E. 9/13/23 SHEET Plotted By. Kazuma Lane on 9/13/23 11:48 AM 5016 Lacey Boulevard SE, Lacey, Washington 98503 98 saved B . Klane on s I3 23 12:02 AM y / / (360) 491-3399 Fax (360) 491-3857 BIOPOD DETAILS 1OF 39 G: Pro'ect 2020 20155 Port Orchard Bethel and Lincoln \CAD\SHEETS\20155_DE_O5.dw PORT ORCHARD Wa SHEETS SW BETHEL CORNER CMP PLACE HOLDER PROFILE SUB TITLE DATE I REVISIONS SKILL 1 NOS !Ei 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 �Qf _ORCHARD _i PORT ORCHARD Wa PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT JOB NUMBER 20155 00% DESIGNED BY:K. LANE 9/13/23 NO. DATE ENTERED BY: HENRY 9/13/23 1. CHECKED I. LEE P.E. 9/13/23 PROJ. ENGR.: I. LEE P.E. 9 R.: 13/23 SHEET 99 OF 139 SHEETS Plotted By Kazuma Lane on 9/13/23 11:49 AM CMP DETAIL - SW BETHEL Saved By. Kane on 9/13/23 12:02 AM G Project 2020 20155 Port Orchard Bethel and Lincoln CAD SHEETS 20155_STRM_CMP_DE.dw SE BETHEL CORNER CMP PLACE HOLDER PROFILE SUB TITLE DATE I REVISIONS !Ei SKILL 1 NOS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 �Qf ORCHARD —�—f PORT ORCHARD Wa PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT JOB NUMBER 20155 00% DESIGNED BY:K. LANE 9/13/23 NO. DATE ENTERED BY: HENRY 9/13/23 1. CHECKED I. LEE P.E. 9/13/23 PROJ. ENGR.: I. LEE P.E. 9 R.: 13/23 SHEET 100 OF 139 SHEETS Plotted By Kazuma Lane on 9/13/23 11:49 AM CMP DETAIL - SE BETHEL Saved By. Kane on 9/13/23 12:02 AM G:\Project\2020\20155 Port Orchard Bethel and Lincoln CAD SHEETS 20155_STRM_CMP_DE.dw NE BETHEL CORNER CMP PLACE HOLDER PROFILE SUB TITLE DATE I REVISIONS !Ei SKILL 1 NOS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 �Qf ORCHARD —�—f PORT ORCHARD Wa PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT JOB NUMBER 20155 00% DESIGNED BY:K. LANE 9/13/23 NO. DATE ENTERED BY: HENRY 9/13/23 1. CHECKED I. LEE P.E. 9/13/23 PROJ. ENGR.: I. LEE P.E. 9 R.: 13/23 SHEET 101 OF 139 SHEETS Plotted By Kazuma Lane on 9/13/23 11:49 AM CMP DETAIL - NE BETHEL Saved By. Kane on 9/13/23 12:02 AM G:\Project\2020\20155 Port Orchard Bethel and Lincoln CAD SHEETS 20155_STRM_CMP_DE.dw NW MITCHELL CMP PLACE HOLDER PROFILE SUB TITLE DATE I REVISIONS !Ei SKILL 1 NOS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 �Qf ORCHARD —�—f PORT ORCHARD Wa PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT JOB NUMBER 20155 00% DESIGNED BY:K. LANE 9/13/23 NO. DATE ENTERED BY: HENRY 9/13/23 1. CHECKED I. LEE P.E. 9/13/23 PROJ. ENGR.: I. LEE P.E. 9 R.: 13/23 SHEET 102 OF 139 SHEETS Plotted By Kamm Lane on 9/13/23 11:49 AM CMP DETAIL - NW MITCHELL saved By. Kane on 9/13/23 12:02 AM G Project 2020 20155 Port Orchard Bethel and Lincoln CAD SHEETS 20155—STRM —CM P—DE.dwg SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA L 105+35.40 41.04' LT = M 50+69.45 15.93' LT = o DD—BOW 30+89.49 DD—BOW 32+84.57 BEGIN 1 2 4 1 2 4 END DD-BOW 32+77.78 0 DD-BOW 32+52.66 0 90 I DD-BOW 31+17.89_ DD-BOW 31+68.44 DD-BOW 32+35.77 _k DD-BOW 32+19.59 DD-BOW 31+30.97- DD-BOW 32+07.09 4r - -- 32+00- _ ` so - Rp W oAll to 0i re rn , 1 � 1 � LINCOLN AVE SE - ► �� \ L LINE — 106+00_ THICKENED SLAB EDGE - 1 PLAN VIEW SCALE (FULL SIZE 22x34) HORZ. 1 "=10' VERT. 1 "=2' 258 256 254 252 250' 248 246 244 243 0 LQ 6 W SCALE IN FEET 0 10 20 LEGEND: BACK OF WALK ALIGNMENT THICKENED SLAB EDGE MODULAR BLOCK WALL CSTC LEVELING PAD FALL PROTECTION (PED. RAIL) /y CONSTRUCTION KEYNOTES: C \ OAP O1 THICKENED SLAB EDGE. SEE DETAILS ON SHEET 107. �y 2O MODULAR BLOCK WALL. SEE DETAIL ON SHEET 107. O CULVERT HEAD WALL 4O FALL PROTECTION (PED. RAIL) CONSTRUCTION NOTES: THICKENED EDGE SIDEWALK AND PEDESTRIAN RAILING WALL 1 J D PTH OF THICKENED EDGE SLAB MAX. - 20" fO o FINISHED ® im c FRONT OF WALL c 0 DEPTH OF THICKENED war EDGE SLAB v aMIN.- m MAX. - 20" Z _ EL:253.13 �+ M M ; O L9 J C o LLEVELING PAD MIN. 1' BELOW BOTTOM 0 ----- - jo 0 0 0 0 �� EL:247.79 CULVERT HEAD WALL LEVELING PAD DETAIL ON SHEET XX FRONT OF WALL BOTTOM OF MODULAR BLOCK M NU� n 30 O 00 of 0 m r0 "t 00 (O u7 00 U? n U) 1" (0 t ItIt 0) I.Z 00 IN o) 0 NN M N N �� N U (7 N N N N N 04 N N N N N N N W LL W LL W W 11 W W LL W W LL W 30+75 31+00 DATE ENTERED BY: J. HENRY CHECKED BY: I. LEE P.E. PROJ. ENGR.: I. LEE P.E. Plotted By. Kazuma Lane on 9/13/23 11:49 AM Saved By. Klone on 9/13/23 12:02 AM G:\Project\2020\20155 Port Orchard Bethel and Lincoln 31+25 31+50 REVISIONS 1. PROFILE SURFACE FOLLOWS ALONG THE BACK OF 258 SIDEWALK. 2. MODULAR BLOCK WALL MUST MAINTAIN A MINIMUM OF 1' COVER. SEE DETAILS ON SHEET 107. 256 3. CITY OF PORT ORCHARD FROST LINE IS 12". ALL MODULAR BLOCKS MUST BE INSTALLED BELOW THE FROST LINE. 254 4. FOR BACK OF WALK ALIGNMENT INFORMATION. SEE SHEETS 65-69. 5. MUST MAINTAIN 5' & 10' OF WALKABLE CEMENT CONCRETE SIDEWALK WHEN INSTALLING MODULAR 252 WALL AND FALL PROTECTION RAILING. 250 248 1•zr1 244 243 6 L� 31+75 32+00 32+25 32+50 32+75 33+00 THICKENED SLAB EDGE - 1 PROFILE VIEW rSKILLINGiS 0°4 ORCHARD 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 PORT ORCHARD Wa JOB NUMBER PORT ORCHARD BETHEL & 20155 LINCOLN ROUNDABOUT 100% SHEET 103 MODULAR BLOCK WALL OF PLAN & PROFILE 13 SHEETS k PT: 106 78.63 107+00 g5 L PI: 11111+ 10.38 W— — — W— — W— SCALE IN FEET x / � I 0 10 20 LEGEND: 0 ! — — — BACK OF WALK ALIGNMENT JJE� THICKENED SLAB EDGE MODULAR BLOCK WALL CSTC LEVELING PAD LLJ FALL PROTECTION (PED. RAIL) J w J CONSTRUCTION KEYNOTES: w O THICKENED SLAB EDGE. SEE DETAILS ON SHEET 107. ~ I O MODULAR BLOCK WALL. SEE DETAIL ON SHEET 107. O 15.38' LT '2+98 � CULVERT HEAD WALL = 3OW 2+96.24 x DQO END FALL PROTECTION (PED. RAIL) CONSTRUCTION NOTES: M a SCALE (FULL SIZE 22x34) HORZ. 1"=10' N VERT. 1"=2' n 3 258 256 254 252 250 248 246 245 O O O LO N U' W SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA I LINCOLN.AVE SE �M.id: L LINE E06+62.121,: PC: 106+45.61 i I I 3 ICKENED EDGE SIDEWALK kND PEDESTRIAN RAILING a m THICKENED EDGE SIDEWAIX AND PEDESTRIAN RAIL! G a WALL 2 RESIDEN rIAL 'R DRIVEWAY W 2 f N M iv o FI ISHED ® r7 N FONT OF WALL MOMf LEVELING PAD 00� m ± ++' o m — EL:255.13 BOTTOM OF 0 + 3: a o MODULAR BLOCK c m , - � ti DEPTH OF THICKENED I U J EDGE SLAB o+ v MIN. - 12" - LEVELING PAD EX. GRADE ® 9MAX. - 20" - MIN. 1' BELOW FRONT OF WALL BOTTOM OF MODULAR BLOCK m 3 '-�_ ,� m DEPTH OF THICK NED EDGE SLAB - MIN. - 12" MAX. - 20" EL: 247.75 cs c DETAIL ON SHEET XX CULVERT IE:247.22 O 00 co tq- n 00 t ON 010 On M O NOS N ^ O d0 Lo ISO N O 0) iC 00 aD 01 0cli0 Cq 0)0 N7 M LO LO LO U U' U' N N N N N N Nu7 WNN U' did U' 6 66 U'p C0 U' U' U' .. L, W 1. PROFILE SURFACE FOLLOWS ALONG THE BACK OF SIDEWALK. 258 2. MODULAR BLOCK WALL MUST MAINTAIN A MINIMUM OF 1' COVER. SEE DETAILS ON SHEET 107. 3. CITY OF PORT ORCHARD FROST LINE IS 12". ALL MODULAR BLOCKS MUST BE INSTALLED BELOW THE 256 FROST LINE. 4. FOR BACK OF WALK ALIGNMENT INFORMATION. SEE SHEETS 65-69. 254 5. MUST MAINTAIN 5' & 10' OF WALKABLE CEMENT CONCRETE SIDEWALK WHEN INSTALLING MODULAR WALL AND FALL PROTECTION RAILING. 252 250 248 Lj 246 t0 p 245 _ I i O I W I I4 I I 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00 3+25 THICKENED SLAB EDGE - 2 PROFILE VIEW KEYMAP DATE REVISIONS 1 S K I L L I N G SQRCHARD � 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360)491-3399 Fax (360) 491-3857 1 �QJ` PORT ORCHARD W8 PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT JOB NUMBER 20155 00% DESIGNED BY:K. LANE 9/13/23 NO. DATE ENTERED BY: HENRY 9/13/23 1. CHECKED BY: I. LEE P.E. 9/13/23 PROJ. ENGR.: I. LEE P.E. 9/13/23 SHEET 104 OF 139 SHEETS Plotted By Kazuma Lane on 9/13/23 11:49 AM MODULAR BLOCK WALL PLAN &PROFILE Snved By. Kane on 9/13/23 12:02 AM G Pro'ect 2020 20155 Port Orchard Bethel and Lincoln CAD SHEETS 20155_PS_M D—BL. dwg EX. ROW ==w==W---WW -_w_— W-- W---_�L--=� —c 40+00 —\ M 50+66.67 18.26' RT = EE-BOW 39+93.50 as � � ss as = as — a 1 3 EGIN� _Ss_ ss— — ss MITCHELL RD SE M LINE SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA Uj / L 107+78.57 16.89' L = N I EE—BOW 40+80 5 1 L;; �J I II3 SCALE IN FEET 3 ND P 0 40+82 Q ZI i I X 0 10 20 --BOW 40+74.58 I f OI I J w I 1 ZPRC: 107+6 .88 J I / EE-BOW 40+48.48 yo/ Ex_ROW _ EE-BOW 40+43.08 I _ su —Mid: 107+57.36_ - - — - — SCALE (FULL SIZE 22x34) HORZ. 1 "=10' VERT. 1 "=2' 262 260 258- 256- 254- 252- 250- UPH �I �"�C: 107+45.83 C) — -�-as — — —as T —as I � --W---w--T w---W---W- I � 3 3 z � THICKENED SLAB EDGE - 3 PLAN VIEW THICKENED SLAB EDGE & PEDESTRIAN RAILING WALL 3 EX. GRADE 000 FRONT OF WALL 0 FINISHED ® + EDGE SLAB + m N MIN. - 12" ad MAX. - 20" w � M — + m � w EL: 255.29 - LEVELING PAD EL:252.62 MIN. 1' BELOW BOTTOM OF MODULAR BLOCK 4- � OR q Lq LO LO n U0 Ln U0 U N u) N N N N N W UJ L_ UJ W LL W 39+75 40+00 40+25 40+50 40+75 THICKENED SLAB EDGE - 3 PROFILE VIEW DATE REVISIONS DESIGNED K. LANE 9/13/23 N0. DATE r SKILL 1 NGS ENTERED BY:Y: J. HENRY 9/13/23 1. CHECKED : I. LEE P.E. 9/13/23 PROJ. ENGR.R.: I. LEE P.E. 9/13/23 Plotted By Kazuma Lane on 9/13/23 11:49 AM Snved By. Kane on 9/13/23 12:02 AM (360 Lacey Boulevard Lacey, Washington 98503 (360)491-3399 Fax(360) 60)491-3857 G:\Project\2020\20155 Port Orchard Bethel and Lincoln CAD SHEETS 20155_PS_MD_BL.dw 262 260 258 256 254 252 250 41+00 — —as — - — 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 107. 2O MODULAR BLOCK WALL. SEE DETAIL ON SHEET 107. R = O CULVERT HEAD WALL `L ►.INE aO FALL PROTECTION (PED. RAIL) CONSTRUCTION NOTES: OW ORCHARD PORT ORCHARD Wa 1. PROFILE SURFACE FOLLOWS ALONG THE BACK OF SIDEWALK. 2. MODULAR BLOCK WALL MUST MAINTAIN A MINIMUM OF 1' COVER. SEE DETAILS ON SHEET 107. 3. CITY OF PORT ORCHARD FROST LINE IS 12". ALL MODULAR BLOCKS MUST BE INSTALLED BELOW THE FROST LINE. 4. FOR BACK OF WALK ALIGNMENT INFORMATION. SEE SHEETS 65-69. JOB NUMBER PORT ORCHARD BETHEL & 20155 LINCOLN ROUNDABOUT 100% SHEET 105 MODULAR BLOCK WALL OF PLAN & PROFILE 139 SHEETS SD \ OHP OHP )HP 1 +74.87 40.32' LT = —ss SS — — — — — DD—BOW 30+74.61 BEGIN u75+0 ENTERED BY: J. HENRY CHECKED BY: I. LEE P.E. PROJ. ENGR.: I. LEE P.E. Plotted By Kazuma Lane on 9/13/23 11:49 AM Saved By. Kane on 9/13/23 12:02 AM G Project 2020 20155 Port Orchard Bethel and Lincoln SEC. 35 & 36, T.24N., R.1 E., W.M., KITSAP COUNTY, WA _ CHIP — — — — — — — — — OHP OHP OHP — JHF' — � - - - — _ — — — — — — — CHIP �P OHP —SS — SS — — —SS — — —SS OHP —� SAW � SAW � SAW � Sp —SS — _*—sS — — —SS — — —S � — I SAW — o 17+0( BETHEL RD SE _ B LINE 0 SAW — SAW SAW SAW 1+00=1+06oHP OHP OHP OHP —EX.—ROW OHP — CHIP _ -- — — — — OVAP — OHPy — — — — — _- 9H� _ S — _ — — — of B 15+55.58 24.83' RT = 5 OHP _EX ROW _ NORTH BETHEL WALL FACE ALIGN—0+00.00 C2i BEGIN THICKENED SLAB EDGE - 4 PLAN VIEW SCALE (FULL SIZE 2204) HORZ. 1 "=10' B 16+47.32 26.51' RT = NORTH BETHEL WALL FACE ALIGN 0+95.07 END O2 248 248 246 246 244 244 242 242 240 240 238 238 236 236 ca W 6 L� —0+25 0+00 0+25 0+50 0+75 1+00 1+25 MODULAR BL CK WALL SEE DETAIL ON SHEET 108 FINISHED FIN SHED ® FRONT OF WALL BACK OF CURB EL: 244.67 — -- I I � EL: 243.90 LEVELING PAD EX. GRADE ® MIN. 1' BELOW FRONT OF WALL BOTTOM OF MODULAR BLOCK EX. CATCH BASIN 00 ,o� �� oo m� L� N N N N N N N N N N W W L� W� W L� W W W L� THICKENED SLAB EDGE - 4 PROFILE VIEW DATE REVISIONS /13 23 N0. DATE r SKILL 1 N GS 13/23 /13/23 /13/23 5016 Lacey Boulevard SE, Lacey, Washington 98503 ETS 20155_PS_MD_BL.dw (360) 491-3399 Fax (360) 491-3857 ORCHARD PORT ORCHARD Wa N SCALE IN FEET 0 10 20 xelmllllj, — — BACK OF WALK ALIGNMENT — THICKENED SLAB EDGE MODULAR BLOCK WALL CSTC LEVELING PAD FALL PROTECTION (PED. RAIL) CONSTRUCTION KEYNOTES: O MODULAR BLOCK WALL. SEE DETAIL ON SHEET 108. O EX. CATCH BASIN TO BE RE—PLUMMED. SEE SHEET STORMWATER PLANS. 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 107. 3. CITY OF PORT ORCHARD FROST LINE IS 12". ALL MODULAR BLOCKS MUST BE INSTALLED BELOW THE FROST LINE. 4. FOR BACK OF WALK ALIGNMENT INFORMATION. SEE SHEETS 65-69. JOB NUMBER PORT ORCHARD BETHEL & 20155 LINCOLN ROUNDABOUT 100% SHEET 106 MODULAR BLOCK WALL or PLAN &PROFILE 139 SHEETS PEDESTRIAN RAILING CONNECT TO SIDEWALK PER DETAILS 3 & 4. PEDESTRIAN RAILING CONNECT TO SIDEWALK PER TOP BACK OF SIDEWALK 6" DETAILS 3 & 4. TOP BACK OF SIDEWALK NO. 4 REBAR DOWEL SET IN. O.C. WITH 2 IN. MIN. CLEAR COVER COMMERCIAL CONC. HEAD VARIES 12" TO 20" PAY LIMITS FOR CEMENT_] WALL. MIN. 21" THICK CONC. SIDEWALK 4 4 W 4 4 4 ,:.: 1' QUARRY 4 4 4 u 4 4 N F J SPALL PAD 3. w I i H 4 2' MIN. NO. 4 LONGITUDINAL REBAR � Y M 18" MODULAR 8"f 10" MIN. 4 SET 12 IN. O.C. WITH 2 IN. a o o BLOCK UNIT , BENTONITE LINER MIN. CLEAR COVER w 00 GRAVEL BACKFILL NQ ro FOR WALLS \ \� o 0 1H:1V TYP. 0 18" OR 21" SEE DETAILS >\\ 18" CORRUGATED a \i 12" MIN. DEPTH ivv�i ivv�i �i �i �i i, i. �, �v . ,.,. ; �� /�� v ;� i. .% ,%Y,� METAL STORM CULVERT \.\ i\ 1OF CSTC LEVELING PAD COMMERCIAL CONC. HEAD WALL. MIN. 21" THICK WALL TYPICAL SECTION - 1 WALL TYPICAL SECTION - CULVERT THICKENED SLAB EDGE DETAIL N.T.S 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" 6 J"Lx6}"WxJ"H o GALVANIZEA36 STEEL D PLATE rn W Q _ — I Li (n o 18" MODULAR 8' f O BLOCK UNIT FILL CELLS OF TOP 2 \ \ GUSSET PLATE PER DETAIL 0 w m BACKFILL ! ROWS W/ COMMERCIAL \i �i \ 1GRAVEL 1/4" < 00 FOR WALLS CONCRETE ✓\ w GRAVEL BACKFILL 6" PVC TEE (TYP.) _3j FOR WALLS i \1 DIAM. A49 STEEL BOLT" (TYP.), 6" PVC ELBOW BUT SHALL BE SNUG -TIGHT a a i 6" PERFORATED WALL DRAIN SET WITH LOCKING SOLUTION (TYP.) 12" MIN. DEPTH ✓i IN GRAVEL BACKFILL FOR DRAINS 6" PERFORATED PVC END 6" PERFORATED PIPE LENGTH loll�� %✓� ��% CAP SANDWICHED OVER FILTER FABRIC VARIES WITH CSTC LEVELING EPDXY GROUT 30" X 12" CSTC LEVELING PAD WIDTH. PAD CENTERED ON WALL 1" H 1"o WALL TYPICAL SECTION - 1 UNDERGROUND WEEP HOLE DETAIL STEEL POST BOLT DETAIL STEEL GUSSET PLATE DETAIL N.T.S N.T.S N.T.S N.T.S DATE REVISIONS SKILL 1 NGS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360)491-3399 Fax(360)491-3857 08 ORCHARD PORT ORCHARD W8 PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT JOB NUMBER 20155 100% DESIGNED BY: K. LANE 9/13/23 NO. DATE ENTERED BY: J. HENRY 9/13/23 CHECKED BY: I. LEE P.E. 9/13/23 PROJ. ENGR.: I. LEE P.E. 9/13/23 SHEET 107 Or 139 SHEETS Plotted By Kazuma Lane on 9/13/23 11: 50 AM MODULAR BLOCK WALL DETAILS Saved By Klane on 9/13/23 12:02 AM G: Pro'ect 2020 20155 Port Orchard Bethel Lincoln\CAD\XREFS 20155_WL_DT.dw and TOP BACK OF CAP STONE HMA EDGE CAP STONE CURB & GUTTER 1' 1' 18" MODULAR 18" MODULAR BLOCK UNIT BLOCK UNIT GRAVEL BACKFILL GRAVEL BACKFILL FOR WALLS FOR WALLS \ GRAVEL BACKFILL iv GRAVEL BACKFILL % FOR WALLS i FOR WALLS 30" X 12" CSTC LEVELING 30" X 12" CSTC LEVELING PAD CENTERED ON WALL PAD CENTERED ON WALL WALL TYPICAL SECTION - 2 WALL TYPICAL SECTION - W/ ASPHALT WEDGE N.T.S N.T.S CAP STONE TOP BACK OF CURB & GUTTER 1' 18" MODULAR BLOCK UNIT \ \ GRAVEL BACKFILL FOR WALLS GRAVEL BACKFILL FOR WALLS 30" X 12" CSTC LEVELING PAD CENTERED ON WALL O ADJUST AND RE —PLUM EX. CATCH BASIN WALL TYPICAL SECTION W/ EX. CB N.T.S DATE REVISIONS � S K I L L I N G S 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360)491-3399 Fax (360) 491-3857 �Q ORCHARD PORT ORCHARD Wa PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT JOB NUMBER 20155 100% DESIGNED BY.-K. LANE 9/13/23 NO. DATE ENTERED BY: J. HENRY 9/13/23 CHECKED BY: I. LEE P.E. 9/13/23 PROJ. ENGR.: I. LEE P.E. 9/13/23 SHEET 108 or 39 SHEETS Plotted By Kazuma Lane on 9/13/23 11:50 AM MODULAR BLOCK WALL DETAILS Saved By Klane on s/13/23 12:02 AM G Project 2020 20155 Port Orchard Bethel Lincoln CAD XREFS 20155_WL_DT.dw and \ "Po \ �y \ \ L 100+61.77, 0.00' T BEGINO2 L 100+86.84, 11.49' LT V Av BEGIN (D \ L 101+01.57, 13.77' LT \ 1p0*1\ \ \ \ o \ SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA SCALE IN FEET 0 10 20 L 102+70.23, 13.67' I�- s L 102+42.70, 50' LT U5 BEGIN L 102+ 92, 0.00' T END \ 1 gE oit D 2+0o / LINE c 'so ` sD cJso O,y \ \ A o \ o\ % \ \ \ V L \ c A 9,a \ \ o \ \ \ tiA \ c �v Av oy` \ 0 o'S.o \ \ 0,9.A \ JJ G ' \ oY'° \�L c \ n. . 102+ 70, 0.50' RT I it PAVEMENT MARKING LEGEND: WIDE SOLID LANE LINE DOUBLE CENTERLINE & DOUBLE LANE LINE /sD �,,gg coo BIKE LANE SYMBOL U PAVEMENT MARKING KEYNOTES: A r O WIDE SOLID LANE LINE PER WSDOT STD. PLAN M-20.10-04. SEE SHEET 119 FOR DETAIL. 0 / 0 DOUBLE CENTERLINE & DOUBLE LANE LINE PER Q WSDOT STD. PLAN M-20.10-04. SEE SHEET 119 FOR DETAIL. to BIKE LANE SYMBOL PER CITY OF PORT ORCHARD �' O3 STD. PLAN "MARKINGS L". SEE SHEET 121. FOR DETAIL. WIDE EDGE LINE PER WSDOT STD. PLAN —SD 0 M-20.10-04. SEE DETAIL ON SHEET 119. SD---____((j SD— I I Lj 0 9, I , I , I I IIL I I KEYMAP DATE REVISIONS r SKI L L I NGSQkCHARD � 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 L ��'W � PORT ORCHARD W8 PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT JOB NUMBER 20155 100% DESIGNED BY: K. LANE 9/13/23 NO. DATE ENTERED BY: J. HENRY 9/13/23 CHECKED BY: I. LEE P.E. 9/13/23 PROD. ENGR.: I. LEE P.E. 9/13/23 SHEET 109 OF 39 SHEETS Platted By. Kazuma Lane on 9/13/23 11:50 AM PAVEMENT MARKING PLAN aved B . Dmaerte22 on 9 13 23 11:04 AM r / / G\Project\2020\20155 Port Orchard Bethel and Lincoln \CAD\SHEETS\20155—PS_MK_11 2 EV. dwg B 14+79.63, 24.31' LT. END O7 L 103+99.61, 21.65' LT. 5 8 BEGIN O4 END L 103+75.40, 8.43' LT. 55 BEGIN L 103+77.17, 12.31' RT. OBEGIN L 103+66.77, 5. 4' LT. 5 END L 103+65.27, 9. RT. 5 END L 103+34.21, 1 l'EL . L 103+70.73, 29.88' RT.\,,� _ OBEGIN L^1 3+97.79, 15.70' RT. (D BEGIN &D END L 104+06.87, 38.92' RT. OEND B 13+14.75, 23.21' LT. 0END DATE I ENTERED BY: J. HENRY Platted By Kazuma Lane on 1/13/23 11:51 AM Saved By Dmaertens on 9/13/23 11:04 AM G.AProject\2020\20155 Port Orchard Bethel and Gncoln 41qTC Y. 7 2 77 'A9S REVISIONS SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA R 14+63.3. 1,5.16' 1 T. !3SKI LLINOS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360)491-3399 Fax (360) 491-3857 SCALE IN FEET 0 10 20 PAVEMENT MARKING LEGEND: WIDE SOLID LANE LINE WHITE EDGE LINE WIDE EDGE LINE WIDE DOTTED ENTRY LINE YELLOW WIDE LANE LINE THERMOPLASTIC WIDE LANE LINES YELLOW CROSS HATCHING MARKING III CROSSWALK YIELD LINE s► TYPE 3SL (LEFT) TRAFFIC ARROW YIELD TEXT AVEMENT MARKING KEYNOTES: O WIDE SOLID LANE LINE PER WSDOT STD. PLAN M-20.10-04. SEE SHEET XX FOR DETAIL. O WIDE DOTTED ENTRY LINE PER WSDOT STD. PLAN M-20.10-04. SEE DETAIL ON SHEET XX. 0 WIDE EDGE LINE PER WSDOT STD. PLAN M-20.10-04. SEE DETAIL ON SHEET XX. WHITE EDGE LINE PER WSDOT STD. PLAN M-XX.XX-XX. SEE O6 DETAIL ON SHEET XX. YELLOW WIDE LANE LINE PER WSDOT STD. PLAN M-20.10-04. O SEE DETAIL ON SHEET XX. O THERMOPLASTIC WIDE LANE LINES FOR OUTER CIRCLE AND SPOKES O CROSSWALK LAYOUT PER PORT ORCHARD STD. DETAIL "TYPICAL CROSSWALK STRIPING" ON SHEET XX. 10 YIELD LINE PER WSDOT STD. PLAN M-24.60-04. SEE SHEET XX FOR DETAIL. TYPE 3SL (LEFT) TRAFFIC ARROW PER WSDOT STD. PLAN 11 M-24.40-02. SEE SHEET XX FOR DETAIL. 12 YIELD TEXT PER WSDOT STD. PLAN M-80.30-00. SEE DETAIL ON SHEET XX. 13 YELLOW CROSS HATCH MARKING PER WSDOT STD. PLAN M-24.60-04. SEE DETAIL ON SHEET XX. 0 CHARD. PORT ORCHARD PORT ORCHARD BETHEL & 20155 LINCOLN ROUNDABOUT 100% SHEET 110 PAVEMENT MARKING PLAN F Wa SHEETS B 13+37.45, 13.71' RT O4 BEGIN 5 6 ENE B 13+15.85, 6.95' RT. OB BEGIN I III B 13+05.80, 4.95' RT. %iEND� MyTc ^8x SyF Te 7 2 /2x9S DATE I REVISIONS I ENTERED BY: J. HENRY Platted By Kazuma Laonne on 1/13/23 11:51 AM Saved By Dmaertens 9/13/23 11:04 AM G.AProject\2020\20155 Port Orchard Bethel and Lincoln\CAD\SHEETS\201553S_MK_11 SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA B 14+84.07, 6.58' RT. O6 END 0 B 14+65.43,6.40' RT. BEGIN O7 / 0 48.46, 41. 0' RT. //o 29.57' LT. �O _L 105+23.10, 9.70' LT. BEGIN 4 g ENDO !3SKI LLINOS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360)491-3399 Fax (360) 491-3857 L 105+42.60, 4.36' LT. END O8 L 105+ .59, 3.77' LT. BEGIN 0 CHARD. PORT ORCHARD PAVEMENT MARKING LEGEND: WIDE SOLID LANE LINE WHITE EDGE LINE WIDE EDGE LINE WIDE DOTTED ENTRY LINE YELLOW WIDE LANE LINE SCALE IN FEET THERMOPLASTIC WIDE LANE LINES o 10 zo YELLOW CROSS HATCHING MARKING III CROSSWALK YIELD LINE s► TYPE 3SL (LEFT) TRAFFIC ARROW YIELD TEXT PAVEMENT MARKING KEYNOTES: O WIDE SOLID LANE LINE PER WSDOT STD. PLAN M-20.10-04. SEE SHEET 119 FOR DETAIL. O WIDE DOTTED ENTRY LINE PER WSDOT STD. PLAN M-20.10-04. SEE DETAIL ON SHEET 119. WIDE EDGE LINE PER WSDOT STD. PLAN M-20.10-04. SEE DETAIL ON SHEET 119. WHITE EDGE LINE PER WSDOT STD. PLAN M—XX.XX—XX. SEE 0 DETAIL ON SHEET 119. YELLOW WIDE LANE LINE PER WSDOT STD. PLAN M-20.10-04. O SEE DETAIL ON SHEET 119. O THERMOPLASTIC WIDE LANE LINES FOR OUTER CIRCLE AND SPOKES O CROSSWALK LAYOUT PER PORT ORCHARD STD. DETAIL "TYPICAL CROSSWALK STRIPING" ON SHEET 121. 120 YIELD LINE PER WSDOT STD. PLAN M-24.60-04. SEE SHEET FOR DETAIL. TYPE 3SL (LEFT) TRAFFIC ARROW PER WSDOT STD. PLAN it M-24.40-02. SEE SHEET 121 FOR DETAIL. 12 YIELD TEXT PER WSDOT STD. PLAN M-80.30-00. SEE DETAIL ON SHEET 120. 13 YELLOW CROSS HATCH MARKING PER WSDOT STD. PLAN M-24.60-04. SEE DETAIL ON SHEET 120. PORT ORCHARD BETHEL & 20155 LINCOLN ROUNDABOUT 100% SHEET III PAVEMENT MARKING PLAN 13g Wa SHEETS SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA I G) I I I X SD — I — SD— — —� o _LO � I I o 10 I I I �? I I I rn 0 I I01 m 11 I r C Z o? I I 0 W II 0 a m ;U o I �I 0 B 12+04.04, 19.26' LT. 6 �I -U I o 0 ROW I as as Os — 0 M 0.M-M - - -M - - -M - - dHO dHO dH0 dH P SHE — o 0 m EE- = Z a — gL1NE as�as — B 12+79.24, 14.77' LT. OEND as � s / � S m �as� o was �+ LTI / EX. ROW m dH0 dH N. dH0 — a ----0-- —as A coCIS ° —as— _ w+ $ °s- B 12+64.29, 15.78' RT. o as O1 END � -a5- I B 12+04.38, 20.33' RT O B 11+50.48, 7.18' RT. ° MID O6 0 B 11+47.42, 18.72' RT. MID 1 ❑T --- EX. ROW ————————————————————————————————————--———P------------- EX. ROW SCALE IN FEET 0 10 20 PAVEMENT MARKING LEGEND: WIDE SOLID LANE LINE WHITE EDGE LINE A BIKE LANE SYMBOL PAVEMENT MARKING KEYNOTES: OWIDE SOLID LANE LINE PER WSDOT STD. PLAN M-20.10-04. SEE SHEET 119 FOR DETAIL. OBIKE LANE SYMBOL PER CITY OF PORT ORCHARD STD. PLAN "MARKINGS L". SEE SHEET 121. FOR DETAIL. OWHITE EDGE LINE PER WSDOT STD. PLAN M—XX.XX—XX. SEE DETAIL ON SHEET 119.. DATE REVISIONS S K I L L I N G S � 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 �Q% / ORCHARD PORT ORCHARD Wa PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT JOB NUMBER 20155 100% DESIGNED BY: K. LANE 9/13/23 NO. DATE ENTERED BY: J. HENRY 9/13/23 CHECKED BY: I. LEE P.E. 9/13/23 PROD. ENGR.: I. LEE P.E. 9/13/23 SHEET 112 1OF 39 SHEETS Plotted By. Kazuma Lane on 9/13/23 11:51 AM PAVEMENT MARKING PLAN Saved By. Dmaertens on s/13/23 n:oa AM G: Pro'ect 2020 20155 Port Orchard Bethel and Lincoln\CAD\SHEETS\20155_PS_MK_11-8_REV.dw SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA EX.- ROW _ -- --—- - — - - —-- —--—--—--—--—--—--—--—--—--—--— ----—--—--—-- — -- — -- EX. -ROW B 11+41.00, 7.15' LT. - —SS SS SS SS — SS — — —SS---ss-- O6 MID s B 9+90.63, �1 1 40' LT. B 10+00.80, 20.07' LT. �s 11+22.59, f5 S LT. ss BEGIN — — —M — — —M —AA — — —M ——M—M 3 Oj MID — — —M---M B LT. rn dHO Ho+�90.51, �6.4�0 C/ dHO d 1, O dHO dH0 dHO Gp dHOY dHO dHO dH0 oo -000- oo- rn � vV SAW SAW S U0 —T r� n . m S r =z mFn 11+00 G 10+00 W —.��. B LINE — — — N -I- — — — ,,Q� �j _--_— — —I— O BETHEL RD SE J N B 9+90.46, 6.40' RT. OB BEGIN —as p5 ! SAW SAW SAW t0 — _ _ — _ — _ — — _ _ — B 9+90.51, &GIN RT. EX. ROW — — - _ _ _ _ _ 10+30.65, 17.63' RT. EX. ROW 87�10+00.98, 19.87' RT. Q 4000111111`1� SCALE IN FEET 0 10 20 PAVEMENT MARKING LEGEND: WIDE SOLID LANE LINE WHITE EDGE LINE Coo BIKE LANE SYMBOL PAVEMENT MARKING KEYNOTES: OWIDE SOLID LANE LINE PER WSDOT STD. PLAN M-20.10-04. SEE SHEET 119 FOR DETAIL. OBIKE LANE SYMBOL PER CITY OF PORT ORCHARD STD. PLAN "MARKINGS L". SEE SHEET 121. FOR DETAIL. OWHITE EDGE LINE PER WSDOT STD. PLAN M-XX.XX-XX. SEE DETAIL ON SHEET 119. DATE REVISIONS SKILL 1 N GS � 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 �Q% / ORCHARD PORT ORCHARD Wa PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT JOB NUMBER 20155 100% DESIGNED BY: K. LANE 9/13/23 NO. DATE ENTERED BY: J. HENRY 9/13/23 CHECKED BY: I. LEE P.E. 9/13/23 PROD. ENGR.: I. LEE P.E. 9/13/23 SHEET 113 1OF 39 SHEETS Plotted By. Kazuma Lane on 9/13/23 11:51 AM PAVEMENT MARKING PLAN Saved By Dmaertens on s/13/23 n:oa AM G: Pro'ect 2020 20155 Port Orchard Bethel and Lincoln \CAD\SHEETS\20155_PS_MK_11-8_REV.dw SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA B 15+19.76, 17.53' LT. BEGIN Oj B 15+45.27, 19.91' LT. B 16+26.72, 6.27' LT. SD 0 B 16+23.43, 20.30' LT. END O SD — — — — — — — — — — — — — — END EX. ROW S 0 B 16+36.83, 17.00' LT. O1 ---------- -----------——--—— --SS - S — OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP ^ Z —S` —SS — --- --S — OHP OHP OHP ss — _ —Ss ss s — — �—ss — — —ss — — —ss I � — — — y = 00 N — —SD — — —SD — — — --S — — —SS — v SD — —SD — —SID — D - O O _ I - - - - - - 16+00 - BETHEL RD SE 17+00 s ` B LINE- so— � I N o B 15+42.9$ 18.39' RT. OHP d� — — — — — — — P---� 9H� — � —O P _ _ -- VB OHP OHP P — OHP — OHP — _—_--__ _ — OHP EX ROW—B 15+19.94, 14.69' RT. B 16+25.34, 20.30' RT. 16+37.80, 17.00' RT. BEGIN 01 03 END 0 B 16+28.47, 6.27' RT. END OB SALE IN FEET 0 10 20 PAVEMENT MARKING LEGEND: WIDE SOLID LANE LINE DOUBLE CENTERLINE & DOUBLE LANE LINE cop BIKE LANE SYMBOL PAVEMENT MARKING KEYNOTES: O WIDE SOLID LANE LINE PER WSDOT STD. PLAN M-20.10-04. SEE SHEET 119. FOR DETAIL. OBIKE LANE SYMBOL PER CITY OF PORT ORCHARD 3 STD. PLAN "MARKINGS L". SEE SHEET 121. FOR DETAIL. 0 WHITE EDGE LINE PER WSDOT STD. PLAN M—XX.XX—XX. SEE DETAIL ON SHEET 119. DATE REVISIONS JOB NUMBER DESIGNED BY: K. LANE 9 13 23 NO. DATE 08/ PORT ORCHARD BETHEL & 20155 ENTERED BY: J. HENRY 9 13 23 � SKILL 1 NGSQkCHARD LINCOLN ROUNDABOUT SOOT CHECKED BY: I. LEE P.E. 9/13/23 PROJ. ENGR.: I. LEE P.E. 9 13 23 SHEET Platted By. Kazuma Lane on 9/13/23 11:51 AM 5016 Lacey Boulevard SE, Lacey, Washington 98503 � 114 saved B . J_7: on s 13 23 12.03 AM y / / (360) 491-3399 Fax (360) 491-3857 PAVEMENT MARKING PLAN 1OF 39 G\Project\2020\20155 Port Orchard Bethel and Lincoln \CAD\SHEETS\20155—PS_MK_14—REV.dw PORT ORCHARD Wa 1 1 SHEETS SEC. 35 & 36, T.24N., RAE., W.M., KITSAP COUNTY, WA PAVEMENT MARKING LEGEND: J F— W W z= J U% = W UW �C/-) Q DATE I ENTERED BY: J. HENRY Platted By Kamm' Lane on 9/13/23 11:52 AM Saved By N— oa 9/13/23 12: 03 AM G.AProject\2020\20155 Port Orchard Bethel and Lincoln 07 BEGIN— M 49 61.72, 5.50' L.T.—BEGIN OB END M 49+55.39, 16 33' LT.—' 07 END M 49+46.96, 2 93' LT. 08 BEGIN M 49+46.96, 3.66' RT.--+, 08 BEGIN 1 REVISIONS I M 50+58.53, 4.75' LT MATCH LINE M g SEE SHEET 117 MATCH o N SEE SHEEM 150+70 v � M 49+ 74, 5. T. BEGIN644 END 5 8 M 49+46.34, 15.65' RE BEGIN 07 !3SKILLINGS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360)491-3399 Fax (360) 491-3857 _M 50+58.43, 15.05' RT. END 07 M 50+58.04, 3.05' RT. END 08 M 50+38.53, 7.90' RT. BEGIN (D END05 L 107+43.11, 21.21' LT. SEND O4 L 107+68.83, 3.93' LT. END 08 L 107+70.25, 15.86' LT END 07 0 CHARD. PORT ORCHARD WIDE SOLID LANE LINE WHITE EDGE LINE WIDE EDGE LINE WIDE DOTTED ENTRY LINE YELLOW WIDE LANE LINE THERMOPLASTIC WIDE LANE LINES YELLOW CROSS HATCHING MARKING III CROSSWALK YIELD LINE :► TYPE 3SL (LEFT) TRAFFIC ARROW YIELD TEXT PAVEMENT MARKING KEYNOTES: A KA__ I\ E_ET 0 10 20 O WIDE SOLID LANE LINE PER WSDOT STD. PLAN M-20.10-04. SEE SHEET 119 FOR DETAIL. O WIDE DOTTED ENTRY LINE PER WSDOT STD. PLAN M-20.10-04. SEE DETAIL ON SHEET 119. WIDE EDGE LINE PER WSDOT STD. PLAN M-20.10-04. SEE 0 DETAIL ON SHEET 119. WHITE EDGE LINE PER WSDOT STD. PLAN M—XX.XX—XX. SEE © DETAIL ON SHEET 119. YELLOW WIDE LANE LINE PER WSDOT STD. PLAN M-20.10-04. O SEE DETAIL ON SHEET 119. OTHERMOPLASTIC WIDE LANE LINES FOR OUTER CIRCLE AND SPOKES O CROSSWALK LAYOUT PER PORT ORCHARD STD. DETAIL "TYPICAL CROSSWALK STRIPING' ON SHEET 121. 10 YIELD LINE PER WSDOT STD. PLAN M-24.60-04. SEE SHEET 120 FOR DETAIL. TYPE 3SL (LEFT) TRAFFIC ARROW PER WSDOT STD. PLAN 11 M-24.40-02. SEE SHEET 121 FOR DETAIL. 12 YIELD TEXT PER WSDOT STD. PLAN M-80.30-00. SEE DETAIL ON SHEET 120. 13 YELLOW CROSS HATCH MARKING PER WSDOT STD. PLAN M-24.60-04. SEE DETAIL ON SHEET 120. PORT ORCHARD BETHEL & 20155 LINCOLN ROUNDABOUT 100% SHEET 115 PAVEMENT MARKING PLAN OF Wa SHEETS DATE I ENTERED BY: J. HENRY Platted By Kazuma Lane on 9/13/23 11:52 AM Saved By Jsi. on 9/1,123 12,03 AM G.AProject\2020\20155 Port Orchard Bethel and Lincoln N O DO LO O J H W W W -Z J � LU = W H U) Q SEC. 35 & 36, T.24N., RAE., W.M., KITSAP COUNTY, WA ROW —sD — _L 108+17.97, 3.68' LT. _ H UPH BEGIN n(D UP)Q UPH LSD Oyp UpN JSD _ OHP UPN LSD D — SD — _ W— � — _ W_ _ rn — W— _ \C14V, V \ — 1L 108+18.04, 2.12' RT._ G_ BEGIN O2 REVISIONS Row D Sp\ UPH \ \ I \ OHP UPN 4I L 108+90.87, 1.25' LT. END O2 OHP I W, W Sp \ \0 o\ UPy \ \moo \ OH UPH \ \\ 0 UPH \ \� � c ONp UPH ss \ \ \SS p oy \ UPH \ \ \ \ w \ \��O ro \ \ \SS \ \ 0y\4 UPH L 109+08.60, 0.13' RT. \SS END O \ ,w \ \ (3, , T W\ gX'? �w �G �W_ I F X RO v w !3SKI LLINOS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360)491-3399 Fax (360) 491-3857 0 CHARD. PORT ORCHARD SCA- I\ T-ET 0 10 20 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 119 FOR DETAIL. PORT ORCHARD BETHEL & 20155 LINCOLN ROUNDABOUT 100% SHEET 116 PAVEMENT MARKING PLAN F Wa SHEETS SEC. 35 & 36, T.24N., RAE., W.M., KITSAP COUNTY, WA 0 _ o- dHo-xx� o----_—__ dxxxy *xxxx dM 48+22.59, 0.61' LT. — - - — - _ EX ROW - ss BEGIN xx � — - -SS — —SS — —SS—�xxx-xxx-xx�c-dH0 Sz d'HOSS—xdHO SSx� Ho xxx- P dHiM 49+15.63, 22 8 END xxx-xxx- _u —SS — xxx-xxx-xxx-xxx-xxx- d 0— dHO —SS — — X SSxxx-xxx-xxx-xx xxx-xxx-xxx-xxx-xxx-xxxx — MITCHELL RD SE M N —---_ 48+00 � � M LINE - _ M 00 + N 0-) L0 udrt �=aa= 000 - _49+00 w "dw �M -Hdn —Al - - _ W W �- SD— —H� J (� — SD— — — dn— SD— � H A _ = W MHdn -M _ Hdn W — SD— - .- — SD— 'M - _ — SD— — SD— - — -M— kldq. Q — — M 48+22.59, O 50' RT. SD -- — MHdn- � O2 BEGIN sD — EX. ROW ----- SD— M 48+99.71, 3.18' RT. -------------- OY END I I EX. ROW - DATE I ENTERED BY: J. HENRY Platted By Kazuma Lane on 9/13/23 11:52 AM Saved By Jsims on 9/1,123 12,03 AM G.AProject\2020\20155 Port Orchard Bethel and Lincoln REVISIONS !3SKI LLINOS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360)491-3399 Fax (360) 491-3857 0 CHARD. PORT ORCHARD ',CA-E I'T FEET 0 10 20 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 119 FOR DETAIL. I 1 I I II I 1 KEYMAP PORT ORCHARD BETHEL & 20155 LINCOLN ROUNDABOUT 100% SHEET 117 PAVEMENT MARKING PLAN F Wa SHEETS SEC. 35 & 36, T.24N., RAE., W.M., KITSAP COUNTY, WA SCALE IN FEET 0 10 20 PAVEMENT MARKING LEGEND: DOUBLE CENTERLINE & DOUBLE LANE LINE EX. ROW PAVEMENT MARKING KEYNOTES: — — — O DOUBLE CENTERLINE & DOUBLE LANE LINE PER _ _ 2 WSDOT STD. PLAN M-20.10-04. SEE SHEET 119 M 50+92.59, 2.17' LT. — — _ FOR DETAIL. BEGIN O — o + SD — SD —SD \ — SD W W _ — SD — 2 W — 51+0 —S —S — _ Ex ROW D fU ll1 Lj SD\ Q �- - ITDHEIL RD gE-�`SAVV / Hdn �+� \SD SAW UPH \ _ M LINE — `W —saw_ _ uPH J — -L� M 51 5.66, 0.87' RT.— u— SEND 2 M— —M — � _ --M DATE REVISIONS SKILL 1 NGSQkCHARD � 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 L ��'W � PORT ORCHARD Wa PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT JOB NUMBER 20155 100% DESIGNED BY: K. LANE 9 13 23 NO. DATE ENTERED BY: J. HENRY 9 13 23 CHECKED BY: I. LEE P.E. 9/13/23 PROD. ENGR.: I. LEE P.E. 9 13 23 SHEET 118 OF 39 SHEETS Platted By. Kazuma Lane on 9/13/23 11:53 AM PAVEMENT MARKING PLAN saved B . J_7: on s 13 23 12:03 AM r / / G\Project\2020\20155 Port Orchard Bethel and Lincoln \CAD\SHEETS\20155—PS_MK_16JREV.dw TYPE 1S TRAFFIC ARROW —NOTES SEE STANDARD PUN M24A0 1. These details Can vary greatly according to the Contract plans. _ SEE NOTE 31—) The need for Advance Roundabout Traffic Arrows is based upon - TYPE JSL TRAFFIC ARROW 2. posted speed of approach roadway. YELLOW CROSSHATCH 1 SEE STANDARD PLAN M-24.40 SEE NOTE 3 (TYP) Place Arrows in the ctrculafing lanes as close as possible to the 3. center Of the lane to avoid having them in the wheel paths, r MARKING - PER WIDE II STANDARD PLAN M-xAW LANE LANE ESEEI STANITINI DARD I 4. Local agencies (on non -state route intersections) may elect nl p PLAN. .lo (TYP.) to use Yield Line Symbol Type 2 (sharks teeth) prior o TNJII` JVpy' 2.6 TO 3' (FT) SPACING p� to the Wide Dotted Entry Line, See Standard Plan PREFERRED A� Ip / M-TA.60 for details. (� pNYy 5. Check with Region Traffic office regarding RPM and Q GuidepO3t placement eM uee. Q TRUCK Al� \ MITEWDESLID I(IN)YELLOW APRON LANE LINE -SEE STANDARD TIDE DOTTED ENTRY LINE - SEE \, O p 44 WHITE -SWIDE SOLID LANE uNE -SEE STANDARD RD \ PUN IMM.t01WP.) 0000 ppq�� MADE EDGE LINE - SEE STANDARD PUN amP, WIDE LANE LINE SE STANDARD PLAN M-x0.10 t p O PLAN M-x0A0(TYP) STANDARD PLAN M.20.10(TYPJ O (USE ON WSDOT PROJECTS) WADE DOTTED ENTRY LINE - SEE ` STANDARD PLAN L420.t01TYp) ON PROJECTS) TYPICAL ROUNDABOUT HATCHING DETAIL \\ O Qa WIDE EDGE LINE- O Q YIELD LINE SYMBOL (SHARKS TEETH) SEE STANDARD PLAN BE ED AS AN OPTION FOR (USE WSDOT c SEEOSTRNWRDIPNLEAN O LVx0.10(TYPt c Mx0.t01TYP.) O ES Qa SEE NOTEY STRONG LANE LINE- 1T SEE STANDARD PLAN SOLID EDGE LINE ITYP) IL20.10 (TYP.1 E OTANDARDPLTN O PP \ TYPICAL ROUNDABOUT Ihm.tO MARKING DETAIL \ Q RON PY g U I NON-uwvneLE CENTL'SND O PORTIONA ' JO•� ' 0 NON -DRIVABLE O g CEN PORTION AND I g tl I I I\\ ROUNDABOUT CIRCLE MARKING DETAIL WITH TSTAND PLAN M-N.40 PLAN ` DETAILS - FOR CROSSWALK ARD PLAN SEE STANWRD MAN L41&10 `` O YREYLPLOW EDGE LINE USED SEE CONTRACT) Q rx7y2' t SE STANDARD /� O SEE STANDARD �I 00 W.N � O J e � � FOR CROSSWALK IAYWTDETAILS- \ �// SEE 9TANDARD PLAN AF1a10 'RUCK APRON bb N J' Iv OQ�bW OA 9My�1y O �EALfOWEDGE LINE ONTRALTI O ITYP1 O �� ` � lJ J• w �Q�� 9�,y OfOl BTPP� 2 MITEryxE,DO V6En 1 SEE CONTRACT) O P Ba18T8Pb \� ® gab �0000 ug 1, 2022 Aug1, 0Aug Aug 1, 2022 1, 20 ROUNDABOUT PAVEMENT ROUNDABOUT PAVEMENT MARKINGS MARKINGS TYPE 2SR TRAFFIC ARROW- STANDARD PLAN M-12.10.03 SEE STANDARD PLTN ILU.20 SHEET f OF 2 SHEETS SEE NOTE 3 I I STANDARD PLAN M•12.10.03 OMIT IN SINGLE LANE SHEET 2 OF 25HEETS WHITE EDGE LINE (WHEN USED SEE CONTRACT) ONP) PPPROVEO FOR PUBLICATION �� Aug 2, 2022 APROACHES APPROVED FOR PUBLCATION r�,S.,,e,.w,. Aug 2, 2022 OMIT IN SINGLE LANE s'^1E0EB10 " APROACHESwo,01^OH^Sla. Opx xmwTmmp^�1w1^^wM mMwe'wx,xA M.^ew ppnmxxdinmpMm NOTE: STANDARD PLAN PROVIDED FOR REFERENCE ONLY NOTE: STANDARD PLAN PROVIDED FOR REFERENCE ONLY Ic 0 NOTES 1. Dotted EKtansion Line shall be the same color as the line it is extending. —I- O —r O - -L 2. Edge Line shall be white 0n the none edge 0f Raveled way, and yellow0n the left edge o1 traveled way (on one-way roadways). Solid Lane lll shall be white. 3. The distance between the lines of the Douba Centerline shall be 12" everywhere, except 4' for left -turn channefzabon and narrow roadways _ with lane will of 10 feet or less. Local Agencies (on non -state routes) may specify a 4' distance for all locations. DOTTED LANE LINE WHITS WIDE DOTTED LANE LINE -ITS YE¢OW-CENTERUNE, UNE The distance between the lines of the Double lane Line shall be 4'. CENTERLINE & LANE LINE WHITE - LANE O —_ 1 _ ^f7 SEE CONTRACT FOR LENGTH :L ,• OR IT - SEE NOTE 3 1-_ •�— T ELLOW-ME. CENTERLINE, reuow oR WHRE- WHITE r Euow DOUBLE CENTERLINE& DOUBLE LANE LINE WHI E -DaL. INS uxE SEE NOTE 1 DOTTED EXTENSION LINE WIDE DOTTED EXTENSION LINE NO -PASS LINE & TWO-WAY LEFT -TURN CENTERLINE In In wri ��T SEE CONTRACT FOR LENGTH WmI e o ROUNDABOUT SPECIFIC LINES ��. WIDE EDGE LINE & WIDE SOLID LANE LINE REVERSIBLE LANE LINE OPTION TO USE AS CIRCULATORY ON ROUNDABOUT APPLICATIONS J' r s• Ja Nr a SEE CONTRACT FOR LENGTH `PN J• g' MITEVELLOW OR WHTE SEE NOTE 1I WIDE DOTTED ENTRY LINE STRONG LANE LINE OP 9Ba18T8gbb OPTION TOUSE ASCIRcuurORYONROUNDABOUT APPLICATIONS or pb� ?� ��syONAL .: ��b DOUBLE WIDE LANE LINE L""'TE sy/ONAL goo gaG` WHRE Aug 1, 2022 WIDE BROKEN LANE LINE Aug 1, 2022 LONGITUDINAL SEE CONTRACT FOR LENGTH LONGITUDINAL _ ___ 4• r J_ 8" MARKING PATTERNS STANDARD PLAN M-20.10.04 SHEET 2 OF 4 SHEETS `{ SEE CONTRACT FOR LENGTX MARKING PATTERNS STANDARD PLAN M-20.10-04 SHEET 1 OF 4 SHEETS —r APPROVED FOR PUBLICATION alp Aug 2, 2022 YELLOW OR WHITE - SEE NOTE 2 APPROVED FOR PUBLICATION . Aug 2, 2022 u x wH rw.ml^oN. sM. A.P.Am•mrTm^w^M,Ien EDGE LINE 8 SOLID LANE LINE BARRIER LINE r3LLow WIDE DOTTED CIRCULATING LANE LINE NOTE: STANDARD PLAN PROVIDED FOR REFERENCE ONLY NOTE: STANDARD PLAN PROVIDED FOR REFERENCE ONLY DATE RE VISIONS SKILL 1 NGS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360)491-3399 Fax (360) 491-3857 PORT ORCHARD Wa PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT JOB NUMBER 20155 100% DESIGNED BY: K. LANE 9/13/23 NO, DATE DESCEID I0\ ENTERED BY: J. HENRY 9/13/23 CHECKED BY: I. LEE P.E. 9/13/23 PROD. ENGR:I. LEE P.E. 9/13/23 SHEET 119 OF 139 SHEETS Plotted By: KazumD Lane on 9/13/23 11:53 AM PAVEMENT MARKING DETAIL sated By Klane an s/13/11 11-W AM G:\Project\2020\20155 Port Orchard Bethel and Lincoln\CAD\SHEETS\20155_PS-PV_DET.dwg r- m-uxLEss NOTED g OTIIERNIBE IN CONTRACT 3 STOP LINE b �EIX3E LINE III SHOULDER MARNW AREA=11.]3 SOFT HALF -MILE MARKER PAVE D WHITE OR YELLOW - SEE CONTRACT MARNHIG AR' = 00 SOFT. CHEVRON OR DIAGONAL FULL MILE MARKER (1 CROSSHATCH MARKING AERIAL SURVEILLANCE MARKERS W=12 (II EFORR POSTED SPEED LIMIT OF 45 IAPPH OR HIIGH R $ Y-m 66 ORID IS 4• BN) SQUARE MARNNG AREA • 1.41 SOFT. ACCESS PARKING SPACE SYMBOL (MINIMUM) I GRID IS all SQUARE MARKINGAREA=SXSSQ.FT ACCESS PARKING SPACE SYMBOL (STANDARD) TOTAL-UdNG AREA = 28.44 SOFT. WHITE • e]B SOFT. BLUE • 150 SOFT. ACCESS PARKING SPACE SYMBOL (STANDARD) WITH BLUE BACKGROUNDAND WHITE BORDER lREOUMED FOR CEMENT CONCRETE SURFACES) DATE ENTERED BY: J. HENRY Plotted By Kazuma Lane on 1/13/23 11:53 AM Saved By 11 One on 9/13/23 12:03 AM G Project\2020 20155 Port Orchard Bethel and Lincoln NOTE CENTERLINE OF JUNCTION BOX, ✓� PULL BOX. OR CABLE VAULT EDGE LINE 1. If Rumble Strips am present Install marking outside Of the Rumble Ship CENTERLINE OF `CR085 CU�EDDE IN ¢ D D D b b bT�� J LINE PAVED SHWLOER ANODE OF JUNCT ION BOX, PALL EOx. OR CABLE VAULT BNOULOEa CROSS CULVEm PAVED J ` b NARKING AREA X.68 SOFT. C. CULVERT O 0 MAR N1 AREA=X.SE SO. FT. JUNCTION BOX, PULL BOX, OR CABLE VAULT MARKINGS DRAINAGE MARKING SIX FOOT HIGH LETTERS AND NUMERALS SHOWN ON A THREE -INCH SQUARE GRID EWE LINE a• nP. aD• sD• b Y-m SHOULDER MAKING AREA =1.08 SOFT. DRAINAGE STRUCTURE INLET DRAINAGE MARKING NOTE: STANDARD PLAN PROVIDED FOR REFERENCE ONLY Y-m I I b � b - I I & are• 0-tl NARNNG AREA 120E SOFT. SPEED BUMP SYMBOL xr I'1H OB �BD18T8PeS \�� c� 9eal9tBPde �2bA' Yly�t `Y I< S910NAL 'L �JADUAL reN0 HyP I Jun J 24 BH9n 5[[II€ G(iG.BL 2420142:15 PM SUSL 9. 2009 SYMBOL MARKINGS TRAFFIC LETTERS AND MISCELLANEOUS - NUMERALS (LOW SPEED ROADWAYS) STANDARD PLAN M-24.60-04 STANDARD PLAN M-80.30-00 SHEET 1 OF 2 SHEETS TEN FOOT HIGH LETTERS SHOWN ON A FIVE. INCH SQUARE GRID SHEET 1 OF 1 SHEET APPROVED F0RPUBLICAnON APPROVED FOR PUBLICATION �j.... Pasco SakotYch 111 06-YOAB wwMN•Rsa. INPvwnlNTnsFwaM• FOR USE ON ROADWAYS WITH A POSTED SPEED OF 40 MPH OR LESS sax 13.r•�F•.NNne•r.NNlm NOTE: STANDARD PLAN PROVIDED FOR REFERENCE ONLY SYMBOL MARKING A 11 C 0 USE --No AREA YIELD AHEAD SYMBOL TYPEt TYPE] B-O Y-C tS-P WA LESS THAN QI MPH 25.BD SOFT. B-V Y-m PO'-p WA 45 MPH OR GREATER 50.51 SO.FT. YIELD LINE SYMBOL TYPE1 TYPE TYPEY 1'-V S 1'-S' C LESS iNAN 45 MPX X.T550.Fi. Y•P 1'•C 9'•7 1'•0• 4fi MPH OR GREATER SAX SOFT. Y-O 1'-P Y-P 1'-T ROUNDABOUT ENTRY * 3.00 SOFT. SYMBOL F Y 1VP.) o O TOTAL MARMNG AREA = 13.44 SOFT. WHITE• 4B2 SOFT. BLUE •&8230.FT. YIELD AHEAD SYMBOL ACCESS PARKING SPACE SYMBOL (MINIMUM) WRX BLUE BACKGROUND AND WHITE BORDER (REOUIRED FOR CEMENT CONCRETE SURFACES) NOTE: STANDARD PLAN PROVIDED FOR REFERENCE ONLY REVISIONS tx MINIMUM OF 41N LANE 7. V] O r8 YIELD LINE SYMBOL ((MULTIPLE SYMBOLS REWIRE (D OR TRANSVERSE YIELD UNE - SEE CONTRACT) N J. ry ♦p �BD180, ��sJs1ONAL b�G 212-2.31I M SYMBOL MARKINGS MISCELLANEOUS STANDARD PLAN M-24.6044 WEST 2 OF 2 SHEETS n APPROVED FOR RIBLICATION WMFNIen fM• OWSNxM NTnnywMen SIDEWAU( IJP, n* SIDEWALK -� �o- IIIL I`u EDGE OF CONCRETE EDGE OF CONCRETE GUTTER GUTTER SHOULDER SHOULDER b' INSTALLCROSSWALX LINES PARALLEL TO THE ROPDWAY __ t� L� atDEWAuc SIDEWAK L EDGE OF CONCRETE t1U `,LI LJ LJ LJ LI�, EWE OF CONCRETE GUTTER -, - GUTTER rSKILLINGS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 PORT ORCHARD SHOULDER aOnDWAv LANE SHOULDER AREA f • L IDE FOR a SHOULDERS WIDE FOR SHOULDERS WER f WIDE I t�l INSTALL CROSSWALK Ma"' SHOULDER ARRAS ONLY WHEN AD,[ACEDJACENTTO A SIDEVIALK(TYP) IF�T $EPANATE WALKWAY (TYPJ I CRWSWALK LINE 1'MIN. EWE OF PAVEMENT. OR FACE OF \ JJJ CURB (IMTHOUT GUTTER), OR EWE (TYP_) OF GUTTER PAN (WHEN THERE IS CURB & GURER) (TYR) EDGE OF TRAVELED WAY uV1E STEP LNE IANE DETAIL NOTES 1. See the Contract Plans for locations Of crosswalk centerlines. 2. To the maximum exlem possibleCurb ramp centedine, should be p.Wndiwlar to thea0_IiI centerline, 3. To the maximum extent possible, crosswalks should be wrpendicuar to the Dentedine of the traveled way. It � YI!!e, ( ppeB A�F BBOI ST6&To `2Aa� ��S i J9y0NAL 8NG of/!Yg1 ESPPES xINA19i 9. 2XOT 1tYkiE CROSSWALK LAYOUT STANDARD PLAN M-15.10-01 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Ken LL SIfth 02.0,l TYPICALAPPUCATIONS T WmN.FN• NN. PwN'..N, NOTE: STANDARD PLAN PROVIDED FOR REFERENCE ONLY JOB NUMBER PORT ORCHARD BETHEL & 20155 100% LINCOLN ROUNDABOUT SHEET 120 PAVEMENT MARKING DETAIL 1 , Wa SHEETS SYMBOL 8 LMlE f TYPE 1S TRAFFIC ARROW MARKING AREA .73 SO.FT TYPE 2SR (RIGHT) TRAFFIC ARROW IRROR IMAGE OF TYPE 25L TRAFFIC ARROW (SHOWN AT REDUCED SCALE) a OLSIARE^c _ EWPSE I EWPSE'B ap NOTE Use the dimensions shorn on this plan for each type or Traffic Arrow being placed on roadways with a posted speed Iirait of 40 mph or lower. SYMBOL 8 E E qELLIPSE'A' — VIARKING ELLIPSE'S' AREA 1. . SO.FT. - TYPE 3SR (RIGHT) b b V V b bt ELLIPSE'B' MARKING AREA CENTER POINT 12.83 SOFT. OF EWPSES GRID IS <' (IN) SQUARE TYPE 4S TRAFFIC ARROW ELLIPSE'A'� AYJs 10'-ELLIPSE"B"AXIS OQs,�ON t oABg1�014T8Pd�G�2�N SYMMETRICAL ABOUT L*, i�- (iw) 01to BIKE TRAIL SYMBOL) __00 I 90" BIKE LANE SYMBOL $ �okt ER.IK� MARKINGS L 00 0 AR RCH D BIKE LANE SYMBOLS OO CENTER POINT - ORI018 <' (IN) SQUARE EWPSES TRAFFIC ARROW SYONAL d� i OF MIRROR IMAGE OF F TYPE ask. TRAFFIC ARROW GaD Is a•(Iro SGUARE )SHOWN AT REDUCED 1111 SYMBOL MARKINGS MI...EARIKING —AREB' e• TRAFFIC ARROWS FOR u.ea sG.Fr. 1• r 1' s LOW -SPEED ROADWAYS —No AREA ELucsE'A' STANDARD PLAN M-24.40-02 7,73 SOFT. SHEET , AXIS SHEET 1 OF 2 SHEETS 10' - EWPSE'6' AXISAPPROVED FOR PUBL„CATION �ELLIPSE'A' TYPE 3SL(LEFT) TRAFFIC ARROW.,„„i�.,,, 1P UUPSE'B'A%IS ACIS oE91Lx[IIW TYPE 2SL(LEFT) TRAFFIC ARROWw.,sl^Pa sra. P.Po w�al.nmP.mso. NOTE: STANDARD PLAN PROVIDED FOR REFERENCE ONLY DATE REVISIONS JOB NUMBER DESIGNED BY: K. LANE 9 13 23 NO. DATE DESCRIPTION 20155 ENTERED BY: J. HENRY 9/13/23 SKILL 1 NGS PORT ORCHARD BETHEL & 100% CHECKED BY: I. LEE P.E. 9/13/23 LINCOLN ROUNDABOUT PROD. ENGR.: I. LEE P.E. 9/13/23 SHEET Plotted By KaziJma Lane on 9/13/23 11:53 AM 121 5016 Lacey Boulevard SE, Lacey, Washington 98503 PAVEMENT MARKING DETAIL 1OF 39 Saved By Klane on 9/13/23 12:03 AM (360) 491-3399 Fax (360) 491-3857 G:\Project\2020\20155 Port Orchard Bethel and Lincoln CAD SHEETS 20155_`S_`V_DET.d wq PORT ORCHARD Wa SHEETS r DATE I ENTERED BY: J. HENRY Platted By Kazuma Laneon 1/13/23 11:54 AM Saved By Dmaertens 9/13on/23 12:03 AM G.AProject\2020\20155 Port Orchard Bethel and Lincoln REVISIONS !3SKI LLINOS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360)491-3399 Fax (360) 491-3857 0 CHARD. PORT ORCHARD SCALE IN FEET 0 20 40 1111+01111,113, OX 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 INENTORY WAS COMPLETED TO CHECK REFLECTIVITY OF EX, SIGNS. 2. FOR SIGN SPECIFICATIONS SEE SHEETS XX—XX. 3. FOR SINGLE POST GROUND MOUNTED SIGNS, SEE PORT ORCHARD STD. PLAN ON SHEET XX. 4. ALL SIGNS FOLLOW WSDOT STD. PLAN G-20.10-03 FOR PLACEMENT LCOATION. SEE DETAIL ON SHEET XX. PORT ORCHARD BETHEL & 20155 LINCOLN ROUNDABOUT 100% SHEET 122 SIGNING PLAN 139 Wa I SHEETS R4-S 50 W11-2 7 W16-7PL 8 R1-2 SEC. 35 & 36, T.24N., RAE., W.M., KITSAP COUNTY, WA W11-2 10 0 R7-2 W16-7PL 11 22 14 D3-101 MOD. 15 W14-1A R1-2 21 \ SD- / �S0 R6-4 620 G O SF��OeFRG P'��N��psV ` , o ' e on i o� pft_A 10 R1-2 13 W11-2 16 W16-7PL 17 D3-101 (18 41 < / W� / ° / SD i i y � o / 00 x i /SO SFF SyFFT B S / 0,00 jy5 �� Cy c� i SCALE IN FEET 0 20 40 LEGEND: OX 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 INENTORY WAS COMPLETED TO CHECK REFLECTIVITY OF EX, SIGNS. 2. FOR SIGN SPECIFICATIONS SEE SHEETS 133-136. 3. FOR SINGLE POST GROUND MOUNTED SIGNS, SEE PORT ORCHARD STD. PLAN ON SHEET 137. 4. ALL SIGNS FOLLOW WSDOT STD. PLAN G-20.10-03 FOR PLACEMENT LCOATION. SEE DETAIL ON SHEET 138. DATE REVISIONS JOB NUMBER DESIGNED BY: K LANE 1 9 13 23 NO. DATE �Q% / PORT ORCHARD BETHEL & 20155 ENTERED BY: HENRY 9/13/23 SKILL 1 NGSQkCHARD LINCOLN ROUNDABOUT 100% I CHECKED BY: I. LEE P.E. 9/13/23 PROJ. ENGR.: I LEE P.E 9 13 23 SHEET Plotted By Kazuma Lane on 9\13\23 11:54 AM 5016 Lacey Boulevard SE, Lacey, Washington 98503 � 123 OF Saved B : Dmaertens on 9 13 23 12.03 AM (360) 491-3399 Fax (360) 491-3857 SIGNING PLAN 39 G\Project\2020\20155 Port Orchard Bethel and Nncoln\CAD\SHEETS\20155_PS_SN_02. dwg PORT ORCHARD Wa SHEETS SEC. 35 & 36, T.24N., RAE., W.M., KITSAP COUNTY, WA X SFFStiFTe, 2 '2S9S W11-2 W16-7PL SCALE IN FEET 0 20 40 LEGEND: O 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 INENTORY WAS COMPLETED TO CHECK REFLECTIVITY OF EX, SIGNS. 2. FOR SIGN SPECIFICATIONS SEE SHEETS XX—XX. 3. FOR SINGLE POST GROUND MOUNTED SIGNS, SEE PORT ORCHARD STD. PLAN ON SHEET XX. 4. ALL SIGNS FOLLOW WSDOT STD. PLAN G-20.10-03 FOR PLACEMENT LCOATION. SEE DETAIL ON SHEET XX. DATE REVISIONS JOB NUMBER DESIGNED BY: K LANE 1 9/13/23 NO. DATE �Q% / PORT ORCHARD BETHEL & 20155 ENTERED BY:I HENRY 9/13/23 � S K I L L 1 N G S ORCHARD LINCOLN ROUNDABOUT 00% CHECKED BY: I. LEE P.E. 9/13/23 PROJ. ENGR.: I LEE P.E 1 9/13/23 SHEET Plotted By Kazuma Lane on 9/13/23 11:55 AM 5016 Lacey Boulevard SE, Lacey, Washington 98503 124 OF Saved B : Dmae�tens on 9/13/23 '.2:C3 AM (360) 491-3399 Fax (360) 491-3857 SIGNING PLAN 39 G\Project\2020\20155 Port Orchard Bethel and Lncoln\CAD\SHEETS\20155_PS_SN _02dwg PORT ORCHARD Wa SHEETS SEC. 35 & 36, T.24N., RAE., W.M., KITSAP COUNTY, WA R2-1 EX. ROW _ ---—--—-- — - - — -- -----—--—--—--—--— -—----—-- — - - — -- EX_ROW _ s ss — ss —ss ss ss — —ss — —ss —ss — —ss — — ss — _ ss —ss — ss — ss — —ss O—dHO —dHo dH0 dH0 dHO dH0 dHO dHO — dHO dH0 dHO dHO P — SAW SAW sW n n C �r BETHEL RD S= _ r" r' 1+0=-(*70 as�as 10+00. as as as as aS - asCA _ + es �` - _-+— - _p — SAW SAW SAW SAW EX. ROW -------------- ------- ------ - - EX. ROW -- a W2-6P 37 W2-6 38 wi3-9 39 SCALE IN FEET 0 20 4C LEGEND: OX 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 INENTORY WAS COMPLETED TO CHECK REFLECTIVITY OF EX, SIGNS. 2. FOR SIGN SPECIFICATIONS SEE SHEETS 133-136. 3. FOR SINGLE POST GROUND MOUNTED SIGNS, SEE PORT ORCHARD STD. PLAN ON SHEET 137. 4. ALL SIGNS FOLLOW WSDOT STD. PLAN G-20.10-03 FOR PLACEMENT LCOATION. SEE DETAIL ON SHEET 138. 'Ljt0 t II I KEYMAP DATE REVISIONS SKILL 1 NGSQkCHARD � 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 L ��'W � PORT ORCHARD Wa PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT JOB NUMBER 20155 100% DESIGNED BY: K. LANE 9 13 23 NO. DATE ENTERED BY: J. HENRY 9 13 23 CHECKED BY: I. LEE P.E. 9/13/23 PROD. ENGR.: I. LEE P.E. 9 13 23 SHEET 125 OF 33 SHE Platted By. Kazuma Lane on 9/13/23 11:55 AM SIGNING PLAN Saved By. Dmaertens on 9 / 13/ 23 12:04 AM G\Pr77172020\20155 Port Orchard Bethel and Lincoln \CAD\SHEETS\20155 PS_SN_03.dw SEC. 35 & 36, T.24N., RAE., W.M., KITSAP COUNTY, WA 09 m o r X D3.101 R-8 C W14-1P R-9 o p ;0 R1.1 R-10 ° W R-11 R2.1 m 0 v o � o o I 1112-1 0 m o —L1 1 I � o ps �, ps � psi s c 0 x 0 dHO dH dH0 �I-o P dH 0 — O— 0 O 0__ 0 0 12+Q J=0 — tn 5 THE►-_R� _ — g uor- � �i- � ps v o — psi O —O5 x —p5 ps I 0 x o � x ❑T EX. ROW R3-17 42 cps cps z —1 / dH0 --E)--0--,--D EX. ROW I dH0 dH0 F� �! p % —� ) — W11-2 W16-7PL EX. ROW SCALE IN FEET 0 20 4C LEGEND: OX 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 INENTORY WAS COMPLETED TO CHECK REFLECTIVITY OF EX, SIGNS. 2. FOR SIGN SPECIFICATIONS SEE SHEETS 133-136. 3. FOR SINGLE POST GROUND MOUNTED SIGNS, SEE PORT ORCHARD STD. PLAN ON SHEET 137. 4. ALL SIGNS FOLLOW WSDOT STD. PLAN G-20.10-03 FOR PLACEMENT LCOATION. SEE DETAIL ON SHEET 138. , Ljt0 t II , 6' I KEYMAP DATE REVISIONS r S K I L L I N G SQkCHARD � 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 L ��'W � PORT ORCHARD Wa PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT JOB NUMBER 20155 100% DESIGNED BY: K. LANE 9/13/23 NO. DATE ENTERED BY: J. HENRY 9/13/23 CHECKED BY: I. LEE P.E. 9/13/23 PROD. ENGR.: I. LEE P.E. 9/13/23 SHEET 126 OF 39 SHE Platted By. Kazuma Lane on 9/13/23 11:55 AM SIGNING PLAN Saved By. Dmaertens on 9/13/23 12:04 AM G\Pr77172020\20155 Port Orchard Bethel and Lincoln \CAD\SHEETS\20155 PS_SN_03.dw SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA O OHP O + — SS mti L' W 00 �2 48 R3-2A EX. ROW - OHP OHP P OHP � OHF —SS — �_ - --- OHP ---- LR-12 OHP _EX_ ROW HP OHP — N_ - - 47 R3-17 R2-1 OHP OHP (—F9 OHP W2-6P W2-6 W13-1 EX. ROW OHP OHP OHP OHP OHP OHP OHP OHr —SS ss — Ss — —SS — — —SS ss — - n SAW SAW —SAW —SAW —SAW ° BETHEL RD SE 17+00 �11 B LINE — — — —I — — 0 SAW SAW SAW SAW SAW aN OHP OHP OHP OH OHP OHP OHP HTc EX. ROW R2-1 �:A� mol SCALE IN FEET G 20 40 LEGEND: O SIGN INSTALLATION R—X SIGN REMOVAL NEW SIGN NEW DOUBLE SIGN `1 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 INENTORY WAS COMPLETED TO CHECK REFLECTIVITY OF EX, SIGNS. 2. FOR SIGN SPECIFICATIONS SEE SHEETS 133-136. 3. FOR SINGLE POST GROUND MOUNTED SIGNS, SEE PORT ORCHARD STD. PLAN ON SHEET 137. 4. ALL SIGNS FOLLOW WSDOT STD. PLAN G-20.10-03 FOR PLACEMENT LCOATION. SEE DETAIL ON SHEET 138. 01 I t II I KEYMAP DATE REVISIONS JOB NUMBER DESIGNED BY: K. LANE 9 13 23 NO. DATE L ��'W PORT ORCHARD BETHEL & 20155 ENTERED BY: J. HENRY 9 13 23 � SKILL 1 NGSQkCHARD LINCOLN ROUNDABOUT 100% CHECKED BY: I. LEE P.E. 9/13/23 PROD. ENGR.: I. LEE P.E. 9 13 23 SHEET Platted By. Kazuma Lane on 9/13/23 11:56 AM 5016 Lacey Boulevard SE, Lacey, Washington 98503 � 127 OF aved B . Dmaerte22 on 9 13 23 12:04 AM r / / (360) 491-3399 Fax (360) 491-3857 SIGNING PLAN 39 G\Project\2020\20155 Port Orchard Bethel and Lincoln \CAD\SHEETS\20155—PS_SN_06.dw PORT ORCHARD Wa SHEETS SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA W2-61P Ss R1-2 W2-6 57 W13-1 58 61 W11-2 62 W16-7PL r7 --- — ► L 106+50.62 = ► M ??? 50 z w _ — 1GLINCOLN SEVA SEVA E S W L LINE — —I U w v> 107* Q —SD \ SD s � � 50+0 - 1 W2-6P 53 ' W2-6 54 W13-1 55 W11-2 59 W16-7PL 60 1� R1-2 63 1133-101 MOD. 64 W o D3-101 MOD. 65 ..,,Q 1� W14-1P 66 J. W g 2 W11-2 67 _N W16-7PL 68 MATCH LINE 49+ SEE SHEETI130 34 "AT CH LINE SEE SHEET 1,3 7 � e1 J 1 2 1 W11-2 W16-7PL 1133-101 MOD. D3-101 MOD. SCALE IN FEET 0 20 40 LEGEND: (a) SIGN INSTALLATION R—X SIGN REMOVAL NEW SIGN NEW DOUBLE SIGN = EXISTING SIGN CONSTRUCTION NOTES: R-13 1117-1 1. ALL EX. SIGNS WITHIN PROJECT LIMITS WILL BE REMOVED AND REPLACED WITH NEW SIGNS UNLESS STATED OTHERWISE IN PLAN SET. NO SIGN INENTORY 78 W11-2 WAS COMPLETED TO CHECK REFLECTIVITY OF EX, SIGNS. 75 11111-2 79 W16-711PL 2. FOR SIGN SPECIFICATIONS SEE SHEETS 133-136. \\ 3. FOR SINGLE POST GROUND MOUNTED SIGNS, SEE PORT ORCHARD STD. PLAN ON SHEET 137. 4. ALL SIGNS FOLLOW WSDOT STD. PLAN G-20.10-03 1 ` FOR PLACEMENT LCOATION. SEE DETAIL ON SHEET 138. s ` SDI �\ s ` S° �/IVCD,NgVES _ E 1 L LINE X Z ti 76 W11-2 77 W16-7PL R-14 133-101 R-15 D3-101 70) R1-2 10, 1 �IIt I I I KEYMAP DATE REVISIONS � SKILL 1 NGS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 L ��'W ORCHARD PORT ORCHARD Wa PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT JOB NUMBER 20155 SOOT DESIGNED BY: K. LANE 9/13/23 NO. DATE ENTERED BY: J. HENRY 9/13/23 CHECKED BY: I. LEE P.E. 9/13/23 PROD. ENGR.: I. LEE P.E 9/13/23 SHEET 128 OF 139 SHEETS Platted By. Kazuma Lane on 9/13/23 11:56 AM SIGNING PLAN aved By Dmaertens on 9/13/23 12:04 AM \Project\2020\20155 Part orchard Bethel and Gncoln\CAD\SHEETS\20155—PS_SN_04dwg SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA W 2-6 W16-17P EX. ROW _-------- ---� rv+R�p— OHP � SD - -� —SD — UPH UPIRuo _ UPH =sDSD — —SD — — —SD Sp o_o iP UPH UPH — H OHP UPH �— UPH � SDI SD— SD� SD — -----w--- w- - -w- -- G— G — G— _ G— ASS EX. RoW- --- ----= Md OHP UPH Up OHP — H —� OHP — OH — UPH UPH OHP — UPH _ — OHP — OF — 00 c�5 / ASS — 01VCp —SS w 5 / _ �N AVE SE —MVS MVS / w W_ llpE G _w —W �S G G R-17 CITY BUS EX RO STOP W L112-1 — _ I R-16 25 MPG CHRISTIAN P-18 ' LIFE CENTER — CENTER SCALE IN FEET 0 20 40 LEGEND: OX 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 INENTORY WAS COMPLETED TO CHECK REFLECTIVITY OF EX, SIGNS. 2. FOR SIGN SPECIFICATIONS SEE SHEETS 133-136. 3. FOR SINGLE POST GROUND MOUNTED SIGNS, SEE PORT ORCHARD STD. PLAN ON SHEET 137. 4. ALL SIGNS FOLLOW WSDOT STD. PLAN G-20.10-03 FOR PLACEMENT LCOATION. SEE DETAIL ON SHEET 138. DATE REVISIONS S K I L L I N G S 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 �Q% / ORCHARD PORT ORCHARD Wa PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT JOB NUMBER 20155 100% DESIGNED BY: K. LANE 9/13/23 NO. DATE ENTERED BY: J. HENRY 9/13/23 CHECKED I. LEE P.E. 9/13/23 PROD. ENGR.: I. LEE P.E. R.: 9 13 23 SHEET 129 1OF 39 SHEETS Plotted By Kazuma Lane on 9/13/23 11:57 AM SIGNING PLAN Saved By Dmaertens on s/13/23 lzoa AM G: Pro'ect 2020 20155 Port Orchard Bethel and Lincoln \CAD\SHEETS\20155_PS_SN_05.dw SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA 'O �y0 \ W1 4-1 �yo l ❑w ��\�� ATION 49+05 FSET=18.70E dH0 BHA dHO dH0 dH0-xx'�"'� d41F3""" "" z}81Fkx xx=-wd}1Q,c Qxxx-xxx-d c�xx h' �xx-xxx-xxx-xxx-HO LNORTHINJ=1961�58.9 �A(0 dFlo xxx-xx>Fzic�xx>F xxx-xxx-xx xxx_xx xx HO xxx-xx xxx-z—x— xxx-xx�x xxx-xxx-xxx- yo x-xxx-xxx-xX xSS —SS — SS ��SS — —SS — —SS — — SS — —SS — SS SS —SS — — "SS — —SS — — SS — — —SS — — SS — — —SS — — —SS SS — aN / SAW SAW ado ° 47+00 48+00 -An - FTdff - �_ - - - HQA1- - M - --=1N Ffidlr-=��f1- - nn _ tidnM _ _ -04 FidR _ _ _VYF1fY �7-I d(DANti 1idFl -M -SD — SD 10 SD — SD— — SD— — — — ------ - -- 13- SD— — — SD— — SD- p-1g CHRISTIAN LIFE CENTER 10 MITCHELL RD SE M LINE SD SD SD — W2-6 W16-17P TION=48+60.04 - _M _ Hdfl M - _ -MHdfl _M kldR MGM Hdn---Po TING 196442.65 — SD — -u SD — SD— SD— — — SD- 1 SCALE IN FEET 0 20 40 LEGEND: ( SIGN INSTALLATION R—X SIGN REMOVAL NEW SIGN NEW DOUBLE SIGN EXISTING SIGN DATE REVISIONS S K I L L I N G S 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 08/ ORCHARD PORT ORCHARD Wa PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT JOB NUMBER 20155 100% DESIGNED BY: K. LANE 9 13 23 NO. DATE ENTERED BY: J. HENRY 9 13 23 CHECKED BY: I. LEE P.E. 9/13/23 PROD. ENGR.: I. LEE P.E. 9 13 23 SHEET 130 1OF 39 SHEETS Plotted By. Kazuma Lane on 9/13/23 11:57 AM SIGNING PLAN Saved By Dmaertens on s/13/23 lzoa AM G: Project 2020 20155 Port Orchard Bethel and Lincoln \CAD\SHEETS\20155_PS_SN_05.dw SEC. 35 & 36, T.24N., RAE., W.M., KITSAP COUNTY, WA 86 W11-2 W2-6 98 87 W16-7PL W16-17P 8g Fry ROW -- - _ -EX. ROW 2+30 —I -————— EX. ROW — — — —— SCALE IN FEET 0 20 40 LEGEND: O 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 INENTORY WAS COMPLETED TO CHECK REFLECTIVITY OF EX, SIGNS. 2. FOR SIGN SPECIFICATIONS SEE SHEETS 133-136. 3. FOR SINGLE POST GROUND MOUNTED SIGNS, SEE PORT ORCHARD STD. PLAN ON SHEET 137. 4. ALL SIGNS FOLLOW WSDOT STD. PLAN G-20.10-03 FOR PLACEMENT LCOATION. SEE DETAIL ON SHEET 138. I � lI KEYMAP DATE REVISIONS SKI L L 1 NOSQRCHARD � 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 L ��'W � PORT ORCHARD Wa PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT JOB NUMBER 20155 00% DESIGNED BY: K LANE 9/13/23 NO. DATE ENTERED BY: HENRY 9/13/23 I CHECKED BY: I. LEE P.E. 9/13/23 PROJ. ENGR.: I LEE P.E 9/13/23 SHEET 131 OF 39 SHEETS Plotted By Kazuma Lane on 9/13/23 11:58 AM SIGNING PLAN Saved B : Dmae�tens on 9/13/23 12.04 AM G\Project\2020\20155 Port Orchard Bethel and Gncoln\CAD\SHEETS\20155_PS_SN_08.dwg SEC. 35 & 36, T.24N., RA E., W.M., KITSAP COUNTY, WA i i dN0 / eJ Q 6XAo ID �O M op�//9 dN0 1 --------------------------------------------------- l0 SR�ED LIMIT SCALE IN FEET 0 20 40 LEGEND: O 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 INENTORY WAS COMPLETED TO CHECK REFLECTIVITY OF EX, SIGNS. 2. FOR SIGN SPECIFICATIONS SEE SHEETS 133-136. 3. FOR SINGLE POST GROUND MOUNTED SIGNS, SEE PORT ORCHARD STD. PLAN ON SHEET 137. 4. ALL SIGNS FOLLOW WSDOT STD. PLAN G-20.10-03 FOR PLACEMENT LCOATION. SEE DETAIL ON SHEET 138. I 1 I � I I I KEYMAP DATE REVISIONS SKILL 1 NGSQkCHARD 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 L ��'W � PORT ORCHARD Wa PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT JOB NUMBER 20155 100% DESIGNED BY: K LANE 9/13/23 NO. DATE ENTERED BY: HENRY 9/13/23 CHECKED I I. LEE P.E. 9/13/23 R.: PROJ. ENGR.: I LEE P.E. 9/13/23 SHEET 132 OF 39 SHEETS Plotted By Kazuma Lane on 9\13\23 11:58 AM SIGNING PLAN B : Dmaertens on 9/13/23 12.04 AM A 71171 e 719Saved \1020\20155 Port Orchard Bethel and Lincoln\CAD\SHEETS\20155_PS_SN_07. dwg SIGN SPECIFICATIONS (INSTALLATION) - SHEET 122 SIGN # MUTCD DESCRIPTION EX. LOCATION PROPOSED SIGN SIZE LETTER SIZE SHEETING POST POST SIZE POST CLEARNACE REMARKS V W CODE LOCATION (X & Y) OR CODE TYPE MATERIAL LENGTH 1 W2-6P ROUNDABOUT "AHEAD" NEW L 101+20.66 36" x 18" STANDARD III OR IV STEEL 2.5" SQ 13' 7' 2' MOUNT ABOVE SIGN #2 14.96' RT 2 W2-6 ROUNDABOUT AHEAD SYMBOL NEW 36" x 36" STANDARD III OR IV MOUNT ABOVE SIGN #3 3 W13-1 15 MPH ADDVISORY NEW 18" x 18" STANDARD III OR IV 4 R2-1 25 MPH SPEED NEW L 1 40 18" x 24" STANDARD III OR IV STEEL 2.5" SQ 9' 7' 2' LIMIT 20.17.17' LLT 5 W3-2A YIELD "AHEAD" NEW L 102+15.15 36" x 36" STANDARD III OR IV STEEL 2.5" SQ 10' 7' 2' 16.43' RT 6 R3-17 BIKE LANE NEW L 102+45.14 30" x 24" STANDARD III OR IV STEEL 2.5" SQ 9' 7' 2' ONLY 21.36' LT SIGN SPECIFICATIONS (INSTALLATION) - SHEET 123 7 W11-2 ADVANCED NEW L 102 24" x 24" STANDARD III OR IV STEEL 2.5" SQ 10' 7' 2' MOUNT ABOVE SIGN #8 PEDESTRIAN CROSSING 25.18' RT RT 8 W16-7PL DIAGONAL DOWNWARD NEW 24" x 12" STANDARD III OR IV ARROW LEFT 9 R4-8 KEEP RIGHT AHEAD NEW L 102+96.29 0.96' RT 24" x 30" STANDARD III OR IV STEEL 2.5" SQ 9.5' 7' 2' 10 W11_2 ADVANCED NEW L 103+16.50 24" x 24" STANDARD III OR IV STEEL 2.5" SQ 10' 7' 2' MOUNT ABOVE SIGN #11 PEDESTRIAN CROSSING 28.53' LT 11 W16-7PL DIAGONAL DOWNWARD NEW 24" x 12" STANDARD III OR IV ARROW LEFT 12 R1-2 YIELD SIGN NEW L 103+30.43 24 x 24" STANDARD III OR IV STEEL 2.5" SQ 9' 7' 2' 7.08' RT 13 R1-2 YIELD SIGN NEW L 103+31.67 24" x 24" STANDARD III OR IV STEEL 2.5" SQ 9' 7' 2' 40.03' RT 14 D3-101 SE LUNDBERG RD NEW L 103+29.04 48" (MAX.) STANDARD III OR IV STEEL 2.5" SQ 8.5' 7' 2' MOUNT ABOVE SIGN #15 MOD. 9.46' LT x 81 15 W14-1A DEAD END W/ ARROW NEW 36" x 9" STANDARD III OR IV 16 W11_2 ADVANCED NEW B 13+17.96 24" x 24" STANDARD III OR IV STEEL 2.5" SQ 10' 7' 2' MOUNT ABOVE SIGN #17 PEDESTRIAN CROSSING 28.89' LT 17 W16-7PL DIAGONAL DOWNWARD NEW 24" x 12" STANDARD III OR IV ARROW LEFT 18 D3-101 BETHEL RD SE NEW B 13+28.27 48" (MAX.) STANDARD III OR IV STEEL 2.5" SQ 8.5' 7' 2' MOD. 2.33' LT x 8' 19 R6-4 ROUNDABOUT NEW L 103+81.57 30" x 24" STANDARD III OR IV STEEL 2.5" SQ 8.5' 7' 22' CHEVRON 8.55' RT 20 R6-4 ROUNDABOUT NEW B 14+18.56 30" x 24" STANDARD III OR IV STEEL 2.5" SQ 8.5' 7' 22' CHEVRON 7.88' LT 21 R1-2 YIELD SIGN NEW B 14+71.89 33.33' LT 24" x 24" STANDARD III OR IV STEEL 2.5" SQ 9' 7' 2' 22 R1-2 YIELD SIGN NEW 8 14+70.00 24" x 24" STANDARD III OR IV STEEL 2.5" SQ 9' 7' 2' 2.23' LT SIGN SPECIFICATIONS (INSTALLATION) - SHEET 125 23 R1-2 YIELD SIGN NEW B 13+30.36 24" x 24" STANDARD III OR IV STEEL 2.5" SQ 9' 7' 2' 3.72' RT 24 R1-2 YIELD SIGN NEW B 13+26.66 24" x 24" STANDARD III OR IV STEEL 2.5" SQ 9' 7' 2' 34.34' RT 25 R6-4 ROUNDABOUT NEW B 13+80.81 30" x 24" STANDARD III OR IV STEEL 2.5" SQ 8.5' 7' 22' CHEVRON 8.29' RT 26 R6-4 ROUNDABOUT NEW B 14+13.90 30" x 24" STANDARD III OR IV STEEL 2.5" SQ 8.5' 7' 22' CHEVRON 15.74' RT 27 D3-101 BETHEL RD SE NEW B 14+71.43 48" (MAX.) STANDARD III OR IV STEEL 2.5" SQ 8.5' 7' 2' MOD. 3.58' RT x 81 28 W11_2 ADVANCED NEW B 14+79.94 24" x 24" STANDARD III OR IV STEEL 2.5" SQ 10' 7' 2' MOUNT ABOVE SIGN #29 PEDESTRIAN CROSSING 26.58' RT 29 W16-7PL DIAGONAL DOWNWARD NEW 24" x 12" STANDARD III OR IV ARROW LEFT 30 W11-2 ADVANCED NEW L 104+78.57 24" x 24" STANDARD III OR IV STEEL 2.5" SQ 10' 7' 2' MOUNT ABOVE SIGN #29 PEDESTRIAN CROSSING 26.11' RT 31 W16-7PL DIAGONAL DOWNWARD NEW 24" x 12" STANDARD III OR IV ARROW LEFT 32 D3-101 LINCOLN AVE SE NEW L 104+71.72 48" (MAX.) STANDARD III OR IV STEEL 2.5" SQ 8.5' 7' 2' MOD. 2.52' RT x 8.. DATE ENTERED BY: J. HENRY CHFCKED BY: I. LEE P.E Platted By Kazuma Lane on 9/13/23 11:59 AM Saved By: Dmaertens on 9/13/23 12:04 AM G:AProject\2020\20155 Port Orchard Bethel and Lincoln REVISIONS rSKILLINGS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360)491-3399 Fax (360) 491-3857 CONSTRUCTION NOTES: ORCHARD PORT ORCHARD PORT ORCHARD BETHEL & 20155 LINCOLN ROUNDABOUT 100% SHEET 133 SIGN INSTALLATION of Wa SPECIFICATION 139 SHEETS SIGN SPECIFICATIONS (INSTALLATION) - SHEET 125 SIGN # MUTCD DESCRIPTION EX. LOCATION PROPOSED SIGN SIZE LETTER SIZE SHEETING POST POST SIZE POST CLEARNACE REMARKS V W CODE LOCATION (X & Y) OR CODE TYPE MATERIAL LENGTH 33 R1-2 YIELD SIGN NEW L 104+70.64 27.79' LT 24" x 24" STANDARD III OR IV STEEL 2.5" SQ 9' 7' 2' 34 R1-2 YIELD SIGN NEW L 104+69.58 1.95' LT 24" x 24" STANDARD III OR IV STEEL 2.5" SQ 9' 7' 2' 35 W11-2 ADVANCED NEW L 105+04.02 30" x 24" STANDARD III OR IV STEEL 2.5" SQ 8.5' 7' 2' MOUNT ABOVE SIGN #36 PEDESTRIAN CROSSING 19.75' LT 36 W16-7PL DIAGONAL DOWNWARD NEW 24" x 12" STANDARD III OR IV ARROW LEFT SIGN SPECIFICATIONS (INSTALLATION) - SHEET 126 37 W2-6p ROUNDABOUT "AHEAD" NEW B 11+29.46 28.27' RT 36" x 18" STANDARD III OR IV STEEL 2.5" SQ 13' 7' 2' MOUNT ABOVE SIGN #38 38 W2-6 ROUNDABOUT AHEAD SYMBOL NEW 36" x 36" STANDARD III OR IV MOUNT ABOVE SIGN #39 39 W13-1 15 MPH ADVISORY NEW 18" x 18" STANDARD III OR IV SIGN SPECIFICATIONS (INSTALLATION) - SHEET 126 40 R2-1 35 MPH SPEED NEW B 11+47.27 18" x 24" STANDARD III OR IV STEEL 2.5" SQ 9' 7' 2' LIMIT 27.52' LT 41 W3-2A YIELD "AHEAD" NEW B 12+27.66 26.59' RT 36" x 36" STANDARD III OR IV STEEL 2.5" SQ 10' 7' 2' 42 R3-17 BIKE LANE ONLY NEW B 12+49.45 24.56' LT 30" x 24" STANDARD III OR IV STEEL 2.5" SQ 9' 7' 2' 43 W11-2 ADVANCED NEW B 12+89.83 30" x 24" STANDARD III OR IV STEEL 2.5" SQ 8.5' 7' 2' MOUNT ABOVE SIGN #44 PEDESTRIAN CROSSING 27.58' RT 44 W16-7PL DIAGONAL DOWNWARD NEW 24" x 12" STANDARD III OR IV ARROW LEFT SIGN SPECIFICATIONS (INSTALLATION) - SHEET 127 45 W11-2 ADVANCED NEW B 15+10.46 30" x 24" STANDARD III OR IV STEEL 2.5" SQ 8.5' 7' 2' MOUNT ABOVE SIGN #46 PEDESTRIAN CROSSING 29.40' LT 46 W16-7PL DIAGONAL DOWNWARD NEW 24" x 12" STANDARD III OR IV ARROW LEFT 47 R3-17 BIKE LANE NEW B 15+48.50 30" x 24" STANDARD III OR IV STEEL 2.5" SQ 9' 7' 2' ONLY 24.70' RT 48 W3-2A YIELD "AHEAD" NEW B 15+73.84 36" x 36" STANDARD III OR IV STEEL 2.5" SQ 10' 7' 2' 26.96' LT 49 R2-1 35 MPH SPEED NEW B 16+63.71 18" x 24" STANDARD III OR IV STEEL 2.5" SQ 9' 7' 2' LIMIT 23.04' RT 50 W2-6p ROUNDABOUT "AHEAD" NEW B 16+75.11 22.80' LT 36" x 18" STANDARD III OR IV STEEL 2.5" SQ 13' 7' 2' MOUNT ABOVE SIGN #38 51 W2-6 ROUNDABOUT AHEAD SYMBOL NEW 36" x 36" STANDARD III OR IV MOUNT ABOVE SIGN #39 52 W13-1 15 MPH ADVISORY NEW 18" x 18" STANDARD III OR IV SIGN SPECIFICATIONS (INSTALLATION) - SHEET 127 53 W2-6p ROUNDABOUT "AHEAD" NEW L 105+35.55 20.02' RT 36" x 18" STANDARD III OR IV STEEL 2.5" SQ 13' 7' 2' 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 56 W2-6p ROUNDABOUT "AHEAD" NEW L 105+51.57 20.32' LT 36" x 18" STANDARD III OR IV STEEL 2.5" SQ 13' 7' 2' MOUNT ABOVE SIGN #57 57 W2-6 ROUNDABOUT AHEAD SYMBOL NEW 36" x 36" STANDARD III OR IV MOUNT ABOVE SIGN #58 58 W13-1 15 MPH ADVISORY NEW 18" x 18" STANDARD III OR IV 59 W11-2 ADVANCED NEW L 105+76.12 30" x 24" STANDARD III OR IV STEEL 2.5" SQ 8.5' 7' 2' MOUNT ABOVE SIGN #60 PEDESTRIAN CROSSING 21.64' RT 60 W16-7PL DIAGONAL DOWNWARD NEW 24" x 12" STANDARD III OR IV ARROW LEFT 61 W11-2 ADVANCED NEW L 105+97.93 30" x 24" STANDARD III OR IV STEEL 2.5" SQ 8.5' 7' 2' MOUNT ABOVE SIGN #63 PEDESTRIAN CROSSING 28.64' LT 62 W16-7PL DIAGONAL DOWNWARD NEW 24" x 12" STANDARD III OR IV ARROW LEFT DATE ENTERED BY: J. HENRY CHFCKED BY: I. LEE P.E Platted By Kazuma Lane on 9/13/23 11:59 AM Saved By: Dmaertens on 9/13/23 12:04 AM G:AProject\2020\20155 Port Orchard Bethel and Lincoln REVISIONS rSKILLINGS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360)491-3399 Fax (360) 491-3857 CONSTRUCTION NOTES: ORCHARD PORT ORCHARD Wa PORT ORCHARD BETHEL & 20155 LINCOLN ROUNDABOUT 100% SHEET 134 Or SIGN INSTALLATION SPECIFICATION 139 SHEETS SIGN SPECIFICATIONS (INSTALLATION) - SHEET 128 SIGN # MUTCD DESCRIPTION EX. LOCATION PROPOSED SIGN SIZE LETTER SIZE SHEETING POST POST SIZE POST CLEARNACE REMARKS V W CODE LOCATION (X & Y) OR CODE TYPE MATERIAL LENGTH 63 R1-2 YIELD SIGN NEW L 106+04.46 33.07' RT 24" x 24" STANDARD III OR IV STEEL 2.5" SO 9' 7' 2' 64 D3-101 LINCOLN AVE SE NEW M 49+63.25 48" (MAX.) STANDARD III OR IV STEEL 2.5" SO 8.5' 7' 2' 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' 7' 2' 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' 7' 2' 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' 7' 2' 70 R1-2 YIELD SIGN NEW M 49+54.14 29.89' RT 24" x 24" STANDARD III OR IV STEEL 2.5" SQ 9' 7' 2' 71 W11-2 ADVANCED NEW M 50+55.18 30" x 24" STANDARD III OR IV STEEL 2.5" SO 8.5' 7' 2' 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 MOD. LINCOLN AVE SE NEW M 50+41.36 34.34' RT 48" (MAX.) x 8„ STANDARD III OR IV STEEL 2.5" SO 8.5' 7' 2' MOUNT ABOVE SIGN #74 74 D3-101 MOD. MITCHELL RD SE NEW 48 x(MAX') STANDARD III OR IV 7' 2' 75 R1-2 YIELD SIGN NEW L 106+97.26 30.40' LT 24" x 24" STANDARD III OR IV STEEL 2.5" SO 9' 7' 2' 76 W11-2 ADVANCED NEW L 107+01.56 30" x 24" STANDARD III OR IV STEEL 2.5" SO 11' 7' 2' 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+25.55 30" x 24" STANDARD III OR IV STEEL 2.5" SO 11' 7' 2' 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 129 80 W2-6 ROUNDABOUT AHEAD SYMBOL NEW L 107+87.97 19.66' LT 36" x 36" STANDARD III OR IV STEEL 2.5" SO 11' 7' 2' MOUNT ABOVE SIGN #81 81 W16-17P ROUNDABOUT NEW 24" x 12" STANDARD III OR IV 82 R2_1 25 MPH SPEED LIMIT NEW L 108+01.60 22.68' RT 18" x 24" STANDARD III OR IV STEEL 2.5" SO 9' 7' 2' SIGN SPECIFICATIONS (INSTALLATION) - SHEET 130 83 W2-6 ROUNDABOUT AHEAD SYMBOL NEW M 48+60.04 17.33' RT 36" x 36" STANDARD III OR IV STEEL 2.5" SO 11' 7' 2' MOUNT ABOVE SIGN #84 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' 7' 2' SIGN SPECIFICATIONS (INSTALLATION) - SHEET 131 86 W11-2 ADVANCED NEW M 50+73.22 30" x 24" STANDARD III OR IV STEEL 2.5" SO 11' 7' 2' 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 AHEAD SYMBOL NEW M 51+42.28 17.29' LT 36" x 36" STANDARD III OR IV STEEL 2.5" SO 11' 7' 2' MOUNT ABOVE SIGN #89 89 W16-17P ROUNDABOUT NEW 24" x 12" STANDARD III OR IV I I r- DATE ENTERED BY: J. HENRY CHFCKED BY: I. LEE P.E Platted By Kazuma Lane on 9/13/23 11:59 AM Saved By: Dmaertens on 9/13/23 12:04 AM G:AProject\2020\20155 Port Orchard Bethel and Lincoln REVISIONS rSKILLINGS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360)491-3399 Fax (360) 491-3857 CONSTRUCTION NOTES: ORCHARD PORT ORCHARD Wa PORT ORCHARD BETHEL & 20155 LINCOLN ROUNDABOUT 100% SHEET 135 Or SIGN INSTALLATION SPECIFICATION 139 SHEETS SIGN SPECIFICATIONS (EXISTING) - SHEET 124 SIGN # MUTCD DESCRIPTION EX. LOCATION PROPOSED SIGN SIZE LETTER SIZE SHEETING POST POST SIZE POST CLEARNACE REMARKS V W CODE LOCATION (X & Y) OR CODE TYPE MATERIAL LENGTH R-1 CUSTOM BUS STOP B 13+31.2 REMOVAL STEEL 7' 2' 23.0' RT R-2 R1-1 STOP 8 105+63.3 23.7' LT REMOVAL 36" x 36" STANDARD III OR IV WOOD 4" SQ 7' 2' R-3 D3-101 LINCOLN AVE SE L 104+88.8 REMOVAL 48" (MAX.) STANDARD III OR IV WOOD 4" SQ 7' 2' MOUNTED WITH #R-4 MOD. 6.1' LT x 8„ R-4 D3-101 BETHEL RD SE L 104+88.8 REMOVAL 48" (MAX.) STANDARD III OR IV WOOD 4" SQ 7' 2' MOUNTED WITH #R-5 MOD. 6.1' LT x 8„ R-5 D3-101 E. PORT ORCHARD L 104+88.8 REMOVAL 48" (MAX.) STANDARD III OR IV WOOD 4" SQ 7' 2' MOUNTED WITH #R-6 MOD. 6.1' LT x 8„ R-6 D3-101 ELEMENTARY SCHOOL L 104+88.8 REMOVAL 48" (MAX.) STANDARD III OR IV WOOD 4" SQ 7' 2' MOD. 6.1' LT x 8„ SIGN SPECIFICATIONS (EXISTING) - SHEET 125 R-7 35 MPH SPEED LIMIT B 10+54.6 27.3' LT REMOVAL 18" x 24" STANDARD III OR IV WOOD 4" SQ 7' 2' SIGN SPECIFICATIONS (EXISTING) - SHEET 126 R-8 D3-101 SE LUNDBERG RD B 11+59.0 REMOVAL 48" (MAX.) STANDARD III OR IV STEEL 7' 2' 18.9' LT x 8" R-9 W14-2aR NO OUTLET B 11+59.0 18.9' LT REMOVAL 36" x 8" STANDARD III OR IV STEEL 7' 2' R-10 R1-1 STOP B 11+59.0 18.9' LT REMOVAL 36" x 36" STANDARD III OR IV STEEL 7' 2' R-11 R2-1 25 MPH SPEED LIMIT B 12+08.6 38.6' LT REMOVAL 18" x 24" STANDARD III OR IV WOOD 4" SQ 7' 2' SIGN SPECIFICATIONS (EXISTING) - SHEET 127 R-12 R2-1 25 MPH SPEED LIMIT B 15+63.2 24.5' RT REMOVAL 18" x 24" STANDARD III OR IV WOOD 4" SQ 7' 2' SIGN SPECIFICATIONS (EXISTING) - SHEET 128 R-13 R1-1 STOP L 107+32.6 24.9' LT REMOVAL 36" x 36" STANDARD III OR IV WOOD 4" SQ 7' 2' R-14 D3-101 MITCHELL RD SE L 107+47.9 REMOVAL 48" (MAX.) STANDARD III OR IV WOOD 4" SQ 7' 2' MOUNTED WITH #R-15 30.8' RT x 8" R-15 D3-101 LINCOLN AVE SE L 107+47.9 REMOVAL 48" (MAX.) STANDARD III OR IV WOOD 4" SQ 7' 2' 30.8' RT x 8" SIGN SPECIFICATIONS (EXISTING) - SHEET 129 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 7' 2' R-17 CUSTOM BUS STOP L 108+26.7 REMOVAL STEEL 7' 2' 17.9' RT P-18 HRISTIAN LIFE CENTER L 109+00.2 M 47+19.3 21.7' RT 34.0' RT SIGN SPECIFICATIONS (EXISTING) - SHEET 130 P-19 HRISTIAN LIFE CENTER M 47+19.3 1 M 47+19.3 34.0' RT 34.0' RT SIGN SPECIFICATIONS (EXISTING) - SHEET 132 R-20 R1-2 YIELD SIGN L 42+46.0 REMOVAL 24" x 24" STANDARD III OR IV WOOD 4" SQ 7 2 23.6' LT R-21 R1-1 STOP L 42+79.1 48.4' LT REMOVAL 36" x 36" STANDARD III OR IV WOOD 4" SQ 7' 2' R-22 R2-1 30 MPH SPEED LIMIT L 43+56.7 2.8' RT REMOVAL 18" x 24" STANDARD III OR IV WOOD 4" SQ 7' 2' R-23 D3-101 MITCHELL RD SE L 42+07.9 REMOVAL 48" (MAX.) STANDARD III OR IV WOOD 4" SQ 7' 2' MOUNTED WITH #R-24 84.7' LT x 8" R-24 D3-101 BETHEL RD SE L 42+07.9 REMOVAL 48" (MAX.) STANDARD III OR IV WOOD 4" SQ 7' 2' 84.7' LT x 8" DATE ENTERED BY: J. HENRY CHFCKED BY: I. LEE P.E Platted By Kazuma Lane on 9/13/23 11:59 AM Saved By: Dmaertens on 9/13/23 12:04 AM G:AProject\2020\20155 Port Orchard Bethel and Lincoln REVISIONS 15SKILLINGS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360)491-3399 Fax (360) 491-3857 CONSTRUCTION NOTES: ORCHARD PORT ORCHARD Wa PORT ORCHARD BETHEL & 20155 LINCOLN ROUNDABOUT 100% SHEET 136 Or SIGN INSTALLATION SPECIFICATION 139 SHEETS \ * o 0 o ° STEEUZINC 3/8" DRIVE PIN RIVETS o o TELSPAR TRAFFIC SIGN PERFORATED 2"X2" NOMINAL POST, 14 GAUGE o o o o 3 HOLE o (1) 3/8" GALV ANGLE BOLT o OVERLAP o IN(2)ADJACENT HOLES o GROUND —\ SURFACE o.o 3. I III o 7 GAUGE SOLID oo i STEEL ANCHOR 36" 3 a CONCRETE TO BOTTOM OF ANCHOR U1. a . NOTE: 12" Y INSTALL A NYLON WASHER WHEN SIGN FACE HAS TYPE III, IV, OR IX SHEETING i Est. 1890 STREET SIGNS DRAWN BV IDS � � DATE 2I21I2019 0�CHARD STREET SIGN POST DETAIL SCALE NTS � DRAWING NUMBER 500 DATE I REVISIONS J. HENRY Plotted By Kazama Lane on 9/13/23 11:59 AM Saved B . Klane on 9/13/23 1205 AM G: Project 2020 20155 Port Orchard Bethel and Lincoln Sw 1 • PA 7 6-Inch Blade (Private Road) FIE• ' D 6-Inch Blade A I DIVISIU1 I 8-Inch Blade ISE Lund Ave DJ Overhead Blade �O Em.1890 STREET SIGN DETAIL ORAWNBV as Ga1E vlrm,v ORCHARD PAGE OF cuE 0 •= DRAWING NUMBER 501A !Ei SKI L L I NOS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360)491-3399 Fax (360) 491-3857 a) a a1 -o (D a ID a m —° Do m as ig DoN Do DO m U C U C U C C L co a ro Do '1 > 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- / E"L 189O (DRAWN BY IDS /(/ter/ STREET SIGN DETAIL DATE 0,2a,9 ORCHARD PAGE 2 OF 2 SCALE NTs DRAWING NUMBER 5018 0 CHARD PORT ORCHARD PORT ORCHARD BETHEL & 20155 LINCOLN ROUNDABOUT 100% SHEET 137 SIGN SIGNING DETAILS 139 Wa I I SHEETS w W IN NOTES 12' N. SHOULDER a MGM MIN. 12' N. SHOULDER a SIGN MIN. 1Y MIN. SHOULDER S SIGN MIN. 1. Refer to the Sign Specification Sheet of the Contract forth@ 'Wand 'W distanoes. from the 2. The minimum Vertical he ground [bottom of the sign to MB groantl shall not be less than 7' (R) for signs IOWtetl within EDGE OF TRAVELED — WAY EDGE OF I TMYELED WAY V EDGE OF 1 TRAVELED - WAY tR¢ D¢Slgn C¢ef Zon¢. V (T MIN.) - fT MIN.) FILL SLOPES STEEPER THAN SH'. 1V IT MI 1VSLOPE OR FLATTER SLOPE BREAK SIGN INSTALLATION IN FILL SECTION SLOPE BREAK SIGN INSTALLATION ON STEEP FILL SLOPES SLOPE BREAK MULTIPLE SIGN POST INSTALLATION IN FILL SECTION w $ 5 Y o MIN. SIGN EDGE OF w � Y MN. PWNARY SHOULDER a SIGN MIN. w MIN. L 3' MAX. EDGE OF�yy�Ay w_ tY MIN. SHOULDER aMIN. EDGE OF ( V N MAIOR SIGN M MIN r MAX. SECONDARY SIGN TRAVELED - V l�U�VELE. - � V WAY MIN.) � HINGE OR MIN.) (T y SUPPLEMENTAL (5'MIN.) PLAGUE W J NOTCH POINT J_ SLOPE BREAK KEY NOTE O 3' (FT) MIN. FROM ANY POINT ALONG BOTTOM TRAFFIC BARRIER SLOPE BREAK EDGE OF SIGN PANEL TO THE GROUND SIGN INSTALLATION SIGN WITH SUPPLEMENTAL GUIDE OR DIRECTIONAL SIGN WITH BEHIND TRAFFIC BARRIER PLAQUE INSTALLATION IN FILL SECTION SECONDARY SIGN INSTALLATION ON EXPRESSWAYS AND FREEWAYS �P� L w9 04 oT VAS4/ W SIGN MIN. W 12 MIN. SHOULDER SIGN IN. W 1Y MIN. _SHOULD A' ! MIN.y SIGN FyS15 TS TONAL T' DITCH DIT Aug 2Q 2021 EDGEOF EDGE OF EDGE OF GROUND MOUNTED TRAVELED -) V TRAVELED t TRAVELED WAY - r SIGN PLACEMENT 3'MIN NJ (T T MIN. V (T MIN.) ]'MIN I I '- STANDARD PLAN G•20.10.03 1 SHEET OF 1 SHEET 1 APPROVED FOR PUSUCATpN J - CURB SLOPE BREAK BAC OPE OPE BREAK BACKSL AUg20,2021 SIGN INSTALLATION IN CURB SECTION SIGN INSTALLATION IN DITCH SECTION sn�orsv,Erw..av MULTIPLE SIGN POST INSTALLATION IN DITCH SECTION NOTE: STANDARD PLAN PROVIDED FOR REFERENCE ONLY DATE REVISIONS SKILL 1 NGSQkCHARD � 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360) 491-3399 Fax (360) 491-3857 �Q% / � PORT ORCHARD Wa PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT JOB NUMBER 20155 100% DESIGNED BY: K. LANE 9/13/23 NO. DATE ENTERED BY: J. HENRY 9/13/23 CHECKED BY: I. LEE P.E. 9/13/23 PROJ. ENGR.: I. LEE P.E. 9/13/23 SHEET 138 1OF 39 SHEETS Platted By. Kamma Lane on 9/13/23 11:59 AM SIGN SIGNING DETAILS Saved By Klane on 9/13/23 12:05 AM G.AProject\2020\20155 Port Orchard Bethel and Lincoln \CAD\SHEETS\20155—DE_07.dw VARIES BETHEL RD SE =10oj I 0 D3-101 WHITE ON GREEN SHEET 123 ,9 53 VARIES SE CNDBERC CC 0 D3-101 WHITE ON GREEN SHEET 123 10 DATE IENTERED BY: J. HENRY Platted By Kazuma Lane on3/23 9/13/23 11:59 AM Saved By Klane on 9/112: 05 AM G.AProject\2020\20155 Port Orchard Bethel and Lincoln REVISIONS VARIES HNCOC AVE SE I 0 D3-101 WHITE ON GREEN SHEET 123 38 SHEET 128 8 19 VARIES I UTCHEEE RD SE 0 D3-101 WHITE ON GREEN SHEET 128 + sa !iSKI LLINOS 5016 Lacey Boulevard SE, Lacey, Washington 98503 (360)491-3399 Fax (360) 491-3857 0 CHARD. PORT ORCHARD Wa PORT ORCHARD BETHEL & LINCOLN ROUNDABOUT SIGN SIGNING DETAILS 20155 100% 139 OF 139