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90% PlansDA NOVO 1929 Scale:1 20 0 Scale i=� N.L Olson & Associates, Inc. Engineering, Planning and Surveying (360) 895-2350 or (360) 876-2284 2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366 City of Port Orchard Pedestrian Enhancement Project n Mosquito Fleet Trail FOR: City of Port Orchard 216 Prospect Street Port Orchard, WA 98366 SHEETINDEX C1.0 COVER SHEET C2.0 ABBREVIATIONS, LEGEND, SYMOLS, VICINITY MAP INDEX C3.0 ICEY MAP C4.0 EXISTING CONDITIONS DEMOLITION, AND TESC PLAN -MARINA BOARDWALK C4.1 EX[ STING CONDITION S DEMOLITION AND TESC PLAN -WATERFRONT C4 .2 EXISTING CONDITIONS, DEMOLITION, AND TESC PLAN-ROCKWELL C4.3 EXISTING CONDITIONS, DEMOLITION, AND TESL PLAN -BAY FORD N 4 EXISTING CONDITIONS, DEMOLITION, AND TESC PLAN -BLACKJACK/ WESTBAY C4.5 EXISTING CONDITIONS, DEMOLITION, AND TESC PLAN-WESTBAY/ BEACH 64.6 EXISTING CONDITIONS, DEMOLITION, AND TESC PLAN -BAY ST SOUTH (4.7 EXISTING CONDITIONS, DEMOLITION, AND TESC PLAN -BAY ST NORTH C4.8 EXISTING CONDITIONS, DEMOLITION, AND TESL PLAN -BAY ST CORNER C4.9 EXISTING CONDITIONS, DEMOLITION, AND TESC PLAN -BAY ST/ TRACY C4.10 EXISTING CONDITIONS, DEMOLITION, AND TESC PLAN -BAY ST/ RETSIL C5.0 TRAIL ALIGNMENT AND SURFACING PLAN -MARINA BOARDWALK C5.1 TRAIL ALIGNMENT AND SURFACING PLAN -WATERFRONT PARK 65.2 TRAILALIGNMENT AND SURFACING PLAN-ROCKWELL 6.3 TRAIL ALIGNMENT AND SURFACING PLAN -BAY FORD C5.4 TRAIL ALIGNMENT AND SURFACING PLAN -BLACKJACK/ WESTBAY C5.5 TRAIL ALIGNMENT AND SURFACING PLAN-WESTBAY/ BEACH C5.6 TRAIL ALIGNMENT AND SURFACING PLAN -BAY ST SOUTH C5.7 TRAIL ALIGNMENT AND SURFACING PLAN -BAY ST NORTH C5.8 TRAIL ALIGNMENT AND SURFACING PLAN -BAY ST CORNER C5.9 TRAIL ALIGNMENT AND SURFACING PLAN -BAY ST/ TRACY C5.10 TRAIL ALIGNMENT AND SURFACING PLAN -BAY ST/ RETSIL C6.0 STORM AND GRADING PLAN -MARINA BOARDWALK C6.1 STORM AND GRADING PLAN -WATERFRONT PARK C6.2 STORM AND GRADING PLAN-ROCKWELL C6.3 STORM AND GRADING PLAN -BAY FORD C6.4 STORM AND GRADING PLAN -BLACKJACK/ WESTBAY C6.5 STORM AND GRADING PLAN-WESTBAY/ BEACH 66.6 STORM AND GRADING PLAN -BAY ST SOUTH C6.7 STORM AND GRADING PLAN -BAY ST NORTH C6.8 STORM AND GRADING PLAN -BAY ST CORNER C6.9 STORM AND GRADING PLAN -BAY ST/ TRACY C6.10 STORM AND GRADING PLAN -BAY ST/ RETSIL C7.0 TRAIL SECTIONS STA 11+90 TO STA 17+40 C7.1 TRAIL SECTIONS STA 17+90 TO STA 22+75 C7.2 TRAIL SECTIONS STA 22+75 TO STA 32+40 C73 TRAIL SECTIONS STA 32+90 TO STA 37+30 C7.4 TRAIL SECTIONS STA 36+51 TO STA 41+34 C7.5 TRAIL SECTIONS STA 42+43 TO STA 51+00 C7.6 TRAIL SECTIONS STA 51+56 TO STA 53+85 12.7 TRAIL SECTIONS STA 54+40 TO STA 57+45 C7.8 TRAIL SECTIONS STA 57+87 TO STA 59+54 C7.9 TRAIL SECTIONS STA 59+93 TO STA 63+19 C7.10 TRAIL SECTIONS STA 63+44 TO STA 66+35 C7.11 TRAIL SECTIONS STA 66165 TO STA 69+27 C8.0 MISC NOTES AND DETAILS I C8.1 MISC NOTES AND DETAILS 2 C8.2 MISC NOTES AND DETAILS 3 C8.3 MISC NOTES AND DETAIS 4 C8.4 TESC NOTES AND DETAILS S0.1 STRUCTURAL NOTES SLO MARINA BOARDWALK DECKING PLANS S I A MARINA BOARDWALK SECTION & DETAILS S2.0 BRIDGE SECTION & PLAN S2.1 BRIDGE FOUNDATION DETAILS S3.0 CANTILEVER FOUNDATION DETAILS S3.1 CANTILEVER SIDEWALK FRAMING DETAILS S4.0 SEAWALL PLAN S4.1 SEAWALL DETAILS S5.0 DECK REPLACEMENT PLANS SS.1 DECK REPLACEMENT DETAILS S6.0 CULVERT AREA PLAN S6.1 CULVERT AREA DETAILS S7.0 WALL DETAILS 1 S7.1 WALL DETAILS 2 L1.0 LANDSCAPING PLAN 1 LI1 LANDSCAPING PLAN 2 L1.2 LANDSCAPING PLAN 3 LI.3 LANDSCAPING PLAN 4 L1,4 LANDSCAPING PLAN 5 REVISIONS DESCRIPTION =__=_ = _ ---------------------------- __ _ _ _ _ - - - ::...:::::.::-:.:-..............::::.. .....:.... - . @q r PROJECT AREA = . s T SW ............. ST [ _ m MILE HILL DR 0 Or yN QO N o ? < � = U rn TREMONT ST m VICINITY MAP SEC. 26, TWP. 24, R.1E Abbreviations A ACRE GALV GALVANIZED AC ASPHALT CONCRETE, ACRE GV GATE VALVE ADS ADVANCED DRAINAGE SYSTEMS INC. H HEIGHT, HEAD, HORIZONTAL AF AUDITORS FILE HD HEAD ALT ALTERNATIVE HOPE HIGH DENSITY POLYETHYLENE APN AUDITORS PARCEL NUMBER HMA HOT MIX ASPHALT APWA AMERICAN PUBLIC WORKS ASSOCIATION HWY HIGHWAY APPROX APPROXIMATE ID INSIDE DIAMETER - ASSHTO AMERICAN ASSOCIATION OF STATE HIGHWAY & IE INVERT ELEVATION TRANSPORTATION OFFICIALS INFO INFORMATION ASTM AMERICAN SOCIETY FOR TESTING & MATERIALS IWS INTERNATIONAL WEIGHTS & STANDARDS ATB ASPHALT TREATED BASE L LINE, LENGTH ATTN ATTENTION LBS POUNDS AVE AVENUE LF LINEAR FEET BC BOTTOM OF CURB LT LEFT BH BEEHIVE MAX MAXIMUM BLVD BOULEVARD MECH MECHANICAL BMP BEST MANAGEMENT PRACTICES MH MANHOLE BOT BOTTOM MIN MINIMUM BOW BACK OF WALK, BOTTOM OF EXPOSED WALL MISC MISCELLANEOUS BW BOTTOM OF EXPOSED WALL MJ MECHANICAL JOINT C CURVE n MANNING'S ROUGHNESS COEFICIENT CCB CEMENT CONCRETE PIPE N NORTH CB CATCH BASIN NE NORTHEAST FM CUBIC FEET PER MINUTE N.G.V.D. NATIONAL GEODETIC VERTICAL DATUM CFS CUBIC FEET PER SECOND NTS NOT TO SCALE CL CENTER LINE, CLASS NO NUMBER CMP CORRUGATED METAL PIPE NOM NOMINAL CN CURVE NUMBER NPDES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM CO CLEAN OUT, COUNTY NW NORTHWEST COMM COMMUNICATIONS O.C. ON CENTER CONC CONCRETE OD OUTSIDE DIAMETER CS CSBC CAST STEEL OFCO OLYMPIC FOUNDARY COMPANY C.S.T.C. CRUSHED STONE BASE COURSE CRUSHED SURFACING TOP COURSE P PC POWER POINT OF CURVATURE CU FT CUBIC FEET PCC POINT OF COMPOUND CURVATURE DEC DECIDUOUS, DEVELOPER'S EXTENSION CONTRACT PG PERFORMANCE GRADING, PAGE A DELTA (DEGREE OF CURVATURE) PH PHASE, PHONE DEPT DEPARTMENT PIV POST INDICATOR VALVE DI DUCTILE IRON PL PROPERTY LINE DIA DIAMETER PPM PARTS PER MILLION E EAST PRC POINT OF REVERSE CURVATURE EA EACH PSF POUNDS PER SQUARE FEET EL ELEVATION PSI POUNDS PER SQUARE INCH ELEC ELECTRICAL PT POINT OF TANGENCY ELEV ELEVATION PVC POLYVINYL CHLORIDE PIPE EQ EQUIVALENT R RADIUS ETC ETCETERA RD ROOF DRAIN, ROAD EX EXISTING REO'D REQUIRED FDC FIRE DEPARTMENT CONNECTION R.O.W. RIGHT OF WAY FD FOUNDATION DRAIN, FIRE DEPARTMENT FIT RIGHT FDY FOUNDARY S SOUTH FF FINISHED FLOOR SD STORM DRAIN FL FLOWLINE, FLANGE SDAP SITE DEVELOPMENT ACTIVITY PERMIT FM FORCE MAIN SDCO STORM DRAIN CLEAN OUT FT FEET SDMH STORM DRAIN MANHOLE GA GAUGE, GALVANIZED SED SEDIMENT GAL GALLON SE SOUTH EAST SF SQUARE FEET SM SOLID METAL SO SOUTH SPEC SPECIFICATION SQ FT SQUARE FEET SO INS SQUARE INCHES SR STATE ROUTE SSCO SANITARY SEWER CLEAN OUT SSFM SANITARY SEWER FORCE MAIN SSMH SANITARY SEWER MAN HOLE SS SANITARY SEWER, STAINLESS STEEL ST STREET STA STATION STD STANDARD SW SOUTH WEST T TELEPHONE TB TIE BACK Tc TIME OF CONCENTRATION TC TOP OF CURB TE TOP ELEVATION TESC TEMPORARY EROSION AND SEDIMENT CONTROL TP TOP OF PAVEMENT TW TOP OF EXPOSED WALL TYP TYPICAL V VERTICAL VB VERTICAL BLOCK, VERTICAL BEND W WIDTH, WITH, WATER, WEST W/ WITH WAC WASHINGTON ADMINISTRATIVE CODE WISHA WASHINGTON INDUSTRIAL SAFETY AND HEALTH ADMINISTRATION WS WATER SURFACE W.SD.O.T. WASHINGTON STATE DEPARTMENT OF TRANSPORTATION -10- EXISTING GROUND CONTOUR (1' INTERVALS). xlaxs EXISTING GROUND SPOT E EL NATION. EXISTINGCONCRETE SURFACE. EXISTING ASPHALT PAVED SURFACE. __ EXISTING ROCK PROTECTED SLOPE. •-= EXISTING ROCK RETAINING WALL © EXISTING STORM DRAIN MANHOLE (TYPE 11). EXISTING STORM DRAIN CATCH BASIN (TYPE 1), cso EXISTING STORM DRAIN CLEANOUT. ---- SD_- EXISTING STORM DRAIN LINE. os _ EXISTING SANITARY SEWER MANHOLE. °C0 EXISTING SANITARY SEWER CLEANOUT. ---Ss---- EXISTING SANITARY SEWER LINE. - APPROX. LOG 18" SAN. SEWER FORCE MAIN. 0 EXISTING FIRE HYDRANT. 1* EXISTING WATER MANHOLE. EXISTING WATER VALVE. EXISTING WATER METER. tJC 0 EXISTING FIRE DEPT. CONNECTION. e EXISTING IRRIGATION CONTROL VALVE. au:r EXISTING MONITORING WELL. -_ W - APPROX. LOCATION WATER LINE. 1-_-% EXISTING UTILITIES POLE & GUY ANCHOR, A EXISTING UTILITIES POLE & LUMINAIRE. �J EXISTING ELECTRICAL CABINET. "X EXISTING LUMINAIRE EXISTING YARD LIGHT. ( EXISTING TRAFFIC CONTROL CABINET. EXISTING JUNCTION BOX. EXISTING POWER METER. - _-- --- P --- APPROX. LOCATION UNDERGROUND POWER. �1 EXISTING TELEPHONE MANHOLE. EXISTING TELEPHONE RISER. 07 EXISTING GAS VALVE - G - APPROX. LOCATION GAS MAIN. - EXISTING SIGN POST. - EXISTING MAILBOX. EXISTING BOLLARD. o c EXISTING CHAIN LINK FENCE. ---"---"--'-- EXISTING BOARD FENCE. ----�-- EXISTING GUARD RAIL. 1 EXISTING CONIFER TREE. EXISTING DECIDUOUS TREE. _o w - ORDINARY HIGH WATER LINE. (AS DETERMINED BY GEO ENGINEERS) ® PROPOSED STORM CB PROPOSED STORM PIPE _10-- PROPOSED GRADING CONTOUR - - PUBLIC ROW BOUNDARY - - - - PROPERTY BOUNDARY - PROPOSED EASEMENT PROPOSED WALL I ® PROPOSED WALL WITH RAIL o PROPOSED CANTILEVER SUPPORT 4 PROPOSED PERMANENT SIGNAGE (MUTCO STANnU 2 DESIGNED BY RPJ DATE 9/12 A l.'J ngin Olson &Associates, Inc. Engineering, Planning and Surveying (360) 895-2350 or (360) 876-2284 2453 Bethel Avenue, P.O. Box 637, Port Orchazd, WA 98366 .� 37979 4' 01820w IQN6L Ely4l � /9 j +"f ABBREVIATIONS, LEGEND, SYMBOLS, VICINITY MAP & INDEX City of Port Orchard Pedestrian Enhancement Project Mosquito Fleet Trail Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Govt Lots 3 and 4, Section 26, T o-hip 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington. FOR: City of Port Orchard 216 Prospect Street Port Orchard, WA 98366 SCALE: N.T.S. DRAWN JAT 9/12 DATE: Sep. 12, 2012 CHECKED NL011 9/12 / DRAWING NUMBER 097337-407193 APPROVED ACCEPTED SHEET C2.0 2 DESCRIPTION REVISIONS I I BY I DATE' A I % j \�Cj' I%M'Y MAP ,4 N.L. Olson & Associates, Inc. Engineering, Planning and Surveying (360) 895-2350 or (360) 876-2284 2453 Bethel Aveuue, P.O. Box 637, Port Orchard, WA 98366 DESIGNED DRAWN CHECKED APPROVED ACCEPTED City of Port Orchard Pedestrian Enhancement Project Mosquito Fleet Trail Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26, Township 24 North, Range I East, W.M., City of Port Orchard, Kitsap County, Washington. FOR: SCALE: 1 "= 180' City of Port Orchard DATE: Sep. 12, 2012 216 Prospect Street DRAWING NUMBER Port Orchard, WA 98366 097337407194 SHEET Sinclair Inlet . FZ)4-:TOTE M POLE...'-. , PLANIMETRIC DATA PROVIDED BY Pee ' WARD C. MULLER & ASSOCIATES -- INNER y A _ HARBOR LINE- 11 1 �rrmirrr�irrrr�r3i r ri 1 I tII I EX Kr,ser i i i ILX EXTRUDED CONC CURB A DATUM NGVD 1929 20 0 20 40 Scale in Feet I EX ASPHALT (TYP) -EX EX-kU'M0 CONC, ---- ------ - o , J, I � EX AMY'S O;1BAY I y RE. 1AURANT ! / I I I ✓ � I I I I /�,% II I j I �i7TlT/7irl/77T7%77iTi7777; /TT/� i� i / REVISIONS By DATE N.L.EXISTING `�J LOlson &Associates, Inc. Engineering, Planning and Surveying (360) 895O. Boor (360) Fort Orchard, 2453 Bethel Avenue, P.O. Box 637, Port Orchard WA 98366 ' ee 919�O W4 4'9sao ST E�G1 ' g qp { CONDITIONS, DEMOLITION & T.E.S.C. -MARINA BOARDWALK City of Port Orchard Pedestrian Enhancement Project Mosquito Fleet Trail Situate Within Godt. Lots 1, 2,3 and 4, Section 25 and within Gov t. Lots 3 and 4, Section 26, Township 24 N Range 1 East, City tsap County, Washington. p North, g t, W.M., Ci of Port Orchard, Ki Coun Was n. FOR: City of Port Orchard 216 Prospect Street Port Orchard, WA 98366 DESCRIPTION DESIGNED RPJ 9/12 DRAWN JAT 9/12 CHECKED NLOII 9/12 APPROVED ACCEPTED SCALE: 1 u= 20' DATE: Sep. 12, 2012 DRAWING NUMBER 097337-407195 SHEET C4.0 I EX I i' Sinclairblet /� 3L LING I MIN oHw (SIDNEY TIDELANDS) I ti IPLANIMETRIC DATA PROVIDED BY TOPOGRAPHIC DATA PERFORMED I WARD C. MULLER 8 ASSOCIATES ' BY N.L. OLSON 1 ASSOCIATES, INC. NGVD 1929 � � /' � I- � - - <J s— f � / / ! o�`"/ '�•...-,_zo•�``, Jai i EX 14" CONIC. WAL- 6 I. J. Scale: V= 20' I o�� I 5 L - I. - �� I �E''� I i EX CONC. F..�L,--,0 -- eHw �CW— zo o zo 40 I f= i I xs.6 1 I. 1� OHW ON \ ` Scale in Feet AY ARE '- WOOIJ- WOOD CHIP ! STAIRWAY ll i ,,LT1 ex 1 I\�W 1 EX COVERED TO / \-�. PICNIC AREA EX 'A'OOD CURBS 1xaa EX PAVEMENT MARKINGS TO1,-Ih'.�=�i l I t �`_\oHW` �\ �� •_ --� I I a/ �,f� ��/ I ./� xv.es ,l.a/ ..�� �.%�/✓ 1? 1 _ Vc" BE ADJUSTED AS REQ'D 1(J J / ,l1XE�_` ` gHw �oHw -- I EX ROCK MONUMENT 1 jJ' ! �/ I / ='.eb �. �%�/ ' / / l V FOR BOARDWALK EXPANSION I / / /` largos^ �'--� , �� ..X `yam / o uvw - -- c^. � LU ( i 1 E �� _ torw - `�>, _ EX 'ACE OF CONIC. SEAWALL ti. .% - �H ` I �l //�(, o Z -`--yC lV% RM 21.60" 22-._ 'l• _ EX LANDSCAPED ISLAiJDS iYP.� lI I _ oHW y--"- 3'--1,1, I / 222 i \ �'•I x-ass SAT IX CON REIE _ _ _ I I E PVC- 73.L F Hw 1 9 = I-. F- '�_tM BENCH MARK II/..� .. t ,�C/ { t2j /1 /�� x /. SAWCUT EX ASPHALT (TYP) ELEVATION - 9.9 I �(� �- �' ° �. "� l _ / / / f// f z % / !/'� i �� I \_ MAG NAIL SET IN J!�j Y /} EX u PAVEMENT '- - ,x a J1 '/ l am!/ I TO , $fLOCATED CE , 1-EX 4XTR',iL`L'J C°ONC. CUi'.B (TYP) FLA P,wE (T"P I/ /i / s.� 0 � aEhRH- � ° , CONIC. BLCCK tt'ALL - >�/ EX SS MH /!, i' I ..-F -� x,c.u, RW. 1 71 EX. &CURB 't'^° EX °A.RKiNG STALL (Ty") EX CALEBC iE i2 U - Sx++=11 72 1 I �To BE REMOVED (TYP I I 'I `^+_�% �F _ / I I r EXISTING CONCR O �M1 ' /�j'� % / - -� IE G J., ,+ `3-77 1 Z % "r,[° / %' ' i1-�.' - TO BE REMO (T;"PO "� / �/ / / 1 , \J\'�/ cX vAR - vicklPl V- riANS Mt MD12,Ai i•A ds �/ // P ` / RIM \`FM �ar3 �ffi � � c_y '/ //' i � �'" � / • ' _ �� i h - ` u'. Vl-- 21-G:; I CAT N ASiN I I 41 IF 10,I 1 I � / I IE 2" COkC- N- i, 42 F 8 D! a 21-56 1 \` I / ,, F R' rCONC. �S'PG E2 I 5 Vy / cF :a- ry'��'`/ �j s5 � E B" t•C �7 u7 � 1 It (NOT CN?�CATCH 9 C 1 �1" L .r n o t I I \\ J / - 4 ,' ti" '- 5 / `-i: AS! I I 4 c RF7, 2354 cI I I I f A 1d'1-r.Li. I �µ� \P. o / / / Sfc".A. Jc I I I {WCR}loll / I I I 1 I 5 r%V` EX 1'ENL\SU ;'-:FD'lollEX SS Ilool L �O REVISIONS BY DATE A �7 7 R s EXISTING CONDITIONS, DEMOLITION & T.E.S.C. -WATERFRONT PARK FOR: SCALE: 1"= 20' NO. DATE BY DESCRIPTION DESIGNED RPJ 9/12 L-J N.L. Olson & Associates, Inc. ° City of Port Orchard Pedestrian Enhancement Project City of Port Orchard DATE: Sep. 12, 2012 DRAWN JAT 9/12 Engineering, Planning and Surveying '°.r 7919 c b4 DRAWING NUMBER sTBaF Mosquito Fleet Trail 216 Prospect Street CHECKED NLOII 9/12 (360)895-2350 or (360)876-2284 85y NAt. ENG� APPROVED , Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within GOA Lots 3 and 4, Section 26, Port Orchard, WA 98366 097337-407196ast, ACCEPTED 2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366 lot Township 24 North, Range 1 EW.M., City of Port Orchard, Kitsap County, Washington. SHEET C4.1 - JP JP JP J,i o DAT'OM ,Sinclair In � (SIDNEY TIDELAND NGVD 1928 PROTECT & RETAIN EXSTORM P+PE _ 20 0 20 40 xid+-�—OHW HW iW Scale in Feet 3 RE 21// t 155 LF SILT FENCE �xe.47 A ' EX iCH N �._... o .. / 't,i //= RIM2,O,S7 c c u" CJ6C. WALL -__/_ -. / J X 70"xi C� CONC. „il_t;ldty (l Yr'( 4 ! Q a ,' / " C E ...,.52 / EXISTING METER ADD f/ / I \ i �c , .azz �� If:. 11" CP,CP F 5.37_ i cx 7 _ -- - _ TRAFFIC BEARING LID'r M'r,RGW - B- EXIrZ ",-D . IE B" C SE=7.17 so �. xs. PRD T & RETAN / x_.>> r r <' TCi, ""'._=°wW� MARK1. `..,.. 1 /! /�� MEANDER LINE .. _ m _]__ i x923 —EX Jfj iEri a� EX CA"CF As;N / /' N j o .�� Rf� s __ onw --o�-� / -� - xsz 4 a' . c. 'vEr<T.t- s7( '?E? ` Y x / RiM 7 49 / / ° 7 a _ /ram_ —15 "=�t6�� �~ -X SIDEWALK &WALL '?" x ! i/ / / la 'o oil—C v o a.ss \V cry9 �\ Y 2t zasi to%- \` \��, _ -. \ 9 J f u, a / �� / TO BE REMOVED "% _7 / TO CONC. 6.Bd I ,I�' ` EX CONCRETE ED CONSTRUCTION EASEMENT / / /j lfG REMOVED (TYP) �c 7'" x es xs.r zo�r'"_3 I 77 /--tom__ r✓�' t �- __<:s� \ EO BE REAS Hp ALT- /f , tr =r s X Fi eIR,D D CURS-`1Ss _ .,,��__ `.�, TO BE REMO / EX 8`)�� FM --- F. -- iEBE:: REDiOVED ss -� -- FM ---._ma ss m �{ . TO BE REMk J F �. �. -X r�R�t \ �n rr�s xt3a2 'ice BE REMOVED \S _ ,_ � ` 1 k/ __ TO � E REM SIL'yWALif/ j ®/ +�-- i PROTECT EX MANHOLE�4"_=�\,.,�„�1'I-`rx TO BE REM _ADJUST RN AS-RE'O•D If' / �� tlr r ;<_ - -•-:-_ s ��.. F �� \ tf / i-EX SS MH ='ass ,`. L ;f�: 15.37 F�.xta.ss 102 p Ql 2/ SS NH EX SS MH- r / 0 �/ Rftd IF B°FAY E-'n' . v / OF 2' Fa+-t s u_ i nE _ \ -1- / �2.SG IE PV E 2ok, \ T-� �! - FX CONC.CURB 1E GU�.krt IE i0" PVC Sk7 i. 6U \ �``y.. TO REMAIN 'E 12 D IW = / s / / 1259 SAWCUT EX fY SQL / ASPHALT (TYP) �; "\ w� -.� x--T ;' %--tX E" "ex- a10.:;LRs o RELOCATE \ ; -°' RELOCATE A9ANDONED rO_f •'%i�� / E GO E \ r TO BE REMOVED ��F� X HYDRANT\ \ / \\ / EX SS .4H- JPRIM z a v{{�� \ 10 LA W==13.45 �� % RELOCATE EX Vee r \ \ ' S: a13 46 ' 1 / \ L_ POLE &GUY- t � \ap s \� REVISIONS BY DATE A N.L.Inc.EXISTING NLOlson & Associates, I Engineering, Planning and Surveying (360) 895-2350 or (360) 876-2284 2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366 i°,p g 3 19 q� e370 L $Nr,\ �� CONDITIONS, DEMOLITION & T.E.S.C. PLAN-ROCKWELL City of Port Orchard Pedestrian Enhancement Project MosquitoFleet Trail Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26, Township 24 North, Range 1 Fast, W.M., City of Port Orchard, Kitsap County, Washington. FOR: City of Port Orchard 216 Pros Port Orchard, WA 98366 SCALE: V= 20' DESCRIPTION DESIGNED RPJ 9/12+J DATE: Sep. 12, 2012 DRAWN JAT 9/12 DRAWING NUMBER 097337-407197 CHECKED NL011 9/12 APPROVED ACCEPTED SHEET C4.2 DATUM NGVD 1929 Scale: V= 20' 20 0 20 40 Scale in Feet RELOCATE — EX POLE & GUY I I 1 1 I I I I I I 12" CPEP Y x10-4, Ir x 11.56 X^SH / I 7n71-7T�rrrrrrr�rrrrrrrrrrr�r�� EX COMFORT INN WI Z J ci I a DESCRIPTION Sinclair Inlet (SIDNEY TIDELANDS) EX SDCO TO REMAIN ADJUST TE TO FINISH GRADE �EXISTING ASPHALT TO BE REMOVED (TYP) / LCCJJ C/j'Zx1C1 BENCH MARK ELEVATION = 10.47 ---- —„--- MAG NAIL SET IN PAVEMENT � r�rr7,i/ir rirrri irrrirr�i�r� f�rrr�� REMOVE APPROX I/% 10' OF EX FENCE; r / V / 0 o' V 'i i I1�1 I 1 I t I I I I 1 I 1 I I x as o" rr/r//7r/Tl/T�7TT/�7T i RELOCATE—/ \� EX POLE & GUY PORTION OF EX BUILDING TO BE REMOVED \ -X G t 6.47 PROTECT & RETAIN EX CONIC. TO BE REMOVED PROTECT V"' - to----_ �� STORM PIPE / EX LIGHT POLE 0 yZ4 p_OLE TO BE .s RELOCATED/RE'IAIRED RELOCATED/REPA x9.62 \ 1 x955 I x9-� �— \ i `EX CA :CH BASIN RIM 9.33 iE 6" PVC N63 x9.59 \ !E 8' PVC, S 763 I \ I \ I I �y I \ I \ I\ 1 \ s � EX PAVEMENT & CURB TO BE REMOVED (TYP) SAWCUT EX 's." EXISTIP TO BE x 9.39 IM x acx 9 I 1 , I 1 I I I , , I t 1 r I IOVED (TYP) I I I RELOCATE BENCH MARK ELEVATION = 10.68 MAG NAIL SET IN PAVEMENT RELOCATE AS REO'D Big —` EX LIGHT POLE TO BE REPAIRED I, 7 387 LF TEMPORARY FENCE A I R60'D DURINP CONSTRUCTIONi xa_ea i \ ( 1 I X C�rCH BASN--� -.M 1' qd4 h °'VC ; 6 64 la; i 3 :•)VG S;t' 6 69 x 9.53 00 601, 1 1 V 11Ij I 1 ! 1 t EX PAVEMENI\TO l BE REMOVED lr o 1 1 � I W Z i1 REVISIONS BY DATE �=�N.L. Olson &Associates, Inc. Engineering, Planning and Surveying (360)895-2350 or (360) 876-2284 2453 Bettie( Avenue, P.O. Box 637, Port Orchard, WA 98366 �o RB.s ,e�, w4 .n8, or a Gtily4 egr0 pLr' Iq gg 1 EXISTING CONDITIONS, DEMOLITION & T.E.S.C. PLAN -BAY FORD City of Port Orchard Pedestrian Enhancement ProjectDRAWING Mosquito Fleet Trail _ Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26, Township24 North, R1 EW.M., CI of Port Orchard, YAsa County, Washington. Range ast' � p �' FOR: Cityof Port Orchard 216 Prospect Street Port Orchard, WA 98366 SCALE: 1"= 20' DESIGNED RPJ s/,z DATE: Sep. 12, 2012 DRAWN JAT 9/12 NUMBER 097337-407198 CHECKED NL011 9/12 APPROVED —. ACCEPTED SHEET C4.3 BENCH MARK ELEVATION = 10.68 y AG NAIL SET IN PAVEMENT tRELOCATE AS REQ'D 1� —EX LIGHT POLO 1 TO BE REPAI . NGVD 1929 [; f Scale: V= 20' I ,„ 20 0 20 40 t Scale in Feet `i �-.-.- J I x 8.l5 1 IEX 10" EXIRUCED CURS — IX (A{EHO 1 I I 1 !! I I I1'i CAICH BA4 R -774 1 \ II IL 6, 0l IE=5.39 I 14 I VV 1 I DESCRIPTION 6" CONC 6 24 xtaz 8" PV'C 6.52 EX ..I IDc, AREA /" �.• '" \ 0 1 f i EX 4" CONC. i X 8 E.,L UU' ^UPB y TO BE REMOykp 4 1 77T. lul _A E. �X MEWDRLAL VV RIM-10 --. V 7!N f le, I I 1 o Y � it 1 i SEE!! 1 %5a'.i �1 it i! i !I �E.` I I 1p (� -EX DUMPST R ENCLOSURE �' 'E v 1k`{ I a ROS TO —a — %o33 Sinclair Inlet (SIDNEY 71DELANDS) BENCH MARK ELEVATION = 10.74 x eAR MAG NAIL SET IN PAVEMENT -aas TO BE RELOCATED J-EX TOP OF 2" IRON PIPE - 8.95 xaav \-EX CATCH BASIN EX ASP: iALSLOPr SUMP PUMP RIM 6 32 %r RIT / -O OF 8, RCN PIPE 4 62 - EXISTING ASPHALT TO PROTECT & RETAIN EX CB, \ BE RED (TYP) SUMP PUMP & PIPE xl- � �)� x6.84 x 6.88 437 LF TEMPORARY- �_ CONSTRUCTION FENCE EX iv CONC WALL �— a \ x 7.11 (� Y � X 10" CONC. WALE`- 3Uh c RETAIN __ _�7T% X :-44 �n TJAOING DCCn ^rlESTSAY But�l%,Nc . 1 DCOCK xr.2e �OAiIiG ----- _,. E�SISTING"BOLLARD y. ---- TO BE REMOVED oxw 04w - oHw OH _.... W 1`11L��� ZZZR,.� KISTING CON CR � BE REMOVED x.,.ABOLLARDI 70 BE RELOCATED 1L _ 1 �5 } i gLj7- i/ REVISIONS BY I DATE q L-J N.L. Olson & Associates, Inc. Engineering, Planning and Surveying o (360) 895-2330 r (360) 876-2264 2433 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366 e d'�o 9. py 19g9 wa ss c att N !o 8 EXISTING CONDITIONS, DEMOLITION & T.E.S.C. PLAN -BLACKJACK/ WESTBAY City of Port Orchard Pedestrian Enhancement Project Mosquito Fleet Trail itllate Within GOA Lots 1, 2, 3 and 4, Section 25 and K7thin Gov't. Lots 3 and 4, Section 26, T24NhR1 EWM Township North, Range East, .., City of Port Orchard, Kitsap County, Washington. FOR: City of Port Orchard 216 Prospect Street Port Orchard, WA 98366 SCALE: 1"=20t DESIGNED RPJ 9/12 DATE. Sep. 12, 2012 DRAWN JAT 9/12 DRAWING NUMBER 097337-407199 CHECKED NLOII 9/12 APPROVED ACCEPTED SHEET C4.4 0 1 I I I I DESCRIPTION x;ass / Mil RIM X\1 Sinclair Inlet \ p (SIDNEY TIDELANDS) � DATTIM Scale: 1 20NGVD 1929 o zo ao o_ x+ \o \ \ \� o Scale in Feet 1-XX 12CMCMP -=2. \\ EX PAVEMENT /o / �p _� \ zss �� .�i� -�, �� / 7`\,.,, `\ TO BE REMOVED / X CATCti 3As,N ! 6' CONC. S -6.84 — "'% x869 EX 6' UDE: LRa-j u J_ '( — . - M_ EANDER LINE _ .. _ _ 114 x 10 /8 F•M��_ ` '�="�;•.e�.=�aww,r \ \ =-SS_-./ 1 TO BE RELOCATED x5.,e --------------- I d IA- -7- 8 EC CRAVE PARKINGh xeR —4 CONSTRUCTION TEMPORAR CONSTRUCTION FENCE _ 1 _ # OHW OHW - --,.HW 1lHW--- 5 pHW— ss � ' T EX ASPHALT - t_;;� � 'TOBE-REMOVED x EDGE 0: ASPHALT GV_R-- AY x ' Bay Street .y ! x 575 x?-v 95 -X CATCH BAS.N-' RIM =8 27 Pf1 '� _..�.i.GING 1 � (/1377Tr1T/TrTT7rL:-�/T7TT/77i � /,.A- 7177772727-777TiT/T%T// 1 /•Y B„Ilt;llte � Ia 1 I ( � 1 Perry Avenue i FLAN'.. x 12C V=6 E8 e REVISIONS BY DATE A A! -,,A N.L. Olson & Associates, Inc. Engineering, Planning and Surveying (360) 695O. Boor (360) Port Omb 4 2453 Bethel Avenue, P.O. Box 637, Port Orchazd, WA 98366 a e q 797g$p a ,y r'ssea `fv a xaL 8 � EXISTING CONDITIONS, DEMOLITION & T.E.S.C. PLAN WESTBAY/ BEACH City of Port Orchard Pedestrian Enhancement Project Mosquito Fleet Trail Situate Within Gov't. Lots 1, 2,3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26, Township 24 North, Range 1 East, W.M., Cityof Port Orchard, Kitsa County, Washington. P B t+ P tY� � FOR: City of Port Orchard 216 Prospect Street Port Orchard, WA 98366 SCALE: V'= 20' DESIGNED RPJ 9/12 DATE: Sep, 12, 2012 DRAWN JAT 9 12 / DRAWING NUMBER 097337-407200 CHECKED NLO11 9 12 / APPRovI=_o ACCEPTED SHEET C4.5 EX 12" CONC. It=6.54 o 12" CONC. IE-8.,0 i ose cY. -,. 2 AMP=7.'-,4 Sinclair Inlet (SIDNEY TIDELANDS) / - /.' DATTJM 1 "= ' 20 Scale: / NGVD 192940 ZO 0 20 40 Scale in Feet BENCH. MARK / ELEVATION = 8.60 MAG NAIL SET IN PAVEMENT , EX PAVEMENT RELOCATE AS REM)TO BE REMOVED - - -- ---- �_-'— -'-------- PROTECI &RETAIN 12, CCNIC- EX STCFN' ------------ --•��" - 5�' ,__..,,,_ 'T _ _ _ — rwvr OHW-�-r--0HW"_1----- v� 0HW - EXTRUDED CURB '�-----'Bay Street BE REMOVED xe is ` :._..2 x lazs EX 1; CONC f EX SS MN ! i $ B.01 RIM 9.24 IE N 7 79 IE 112` CONC -0 44 _il erj v vA_Vc Mr � \ \ 1-X D-0 —12 1 ���77/n%7?Z?77a cx BUILDING , I 1 *1a44 —54 "-EX EXTRUDED CURB SAWCUT EX ASPHALT (TYP) TO BE REMOVED -ss-�ss_SS -_ ss--—ss-- -_�� :5+.-_— - 12 x 12' :o:c Ir hsa- ` Fx ci Ba_,:N J��36 x SS Mh-J yF;x DCDG' I RM Y' Yf I 1-12 CUNC 9.36 ;E 12` CONC EX -12 COYC. !E-8.+0= — L W S o l o o I o 1 LU Z o I I I I I I ZI JI I I 1 I I I J FU-I I I I i � I FV-I ' "I Perry Avenue REVISIONS I BY I DATE A 7�T A.L.!& NOlson & Associates, Inc. Engineering, Planning and Surveying 876 (360) 895-2350 or (360) -2284 2453 Bernet Avenue, P.O. Box 637, Port Orchard, WA 98366 A 7919Qp b4 �rssr 8T �,�� ' AL e f F"TING CONmIONS, DEMOLMON & T.E.S.C. PLAN -BAY ST SOUTH of Port Orchard Pedestrian Enhancement Project (City � Mosquito Fleet Trail Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots Lots 3 and 4, Section 26, Township 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington. FOR: City of Port Orchard 216 Prospect Street Port Orchard, WA 98366 SCALE: F'= 20' DATE: Se 12, 2012 P• DESCRIPTION DESIGNED RPJ 9/12 DRAWN JAT 9/12 DRAWING NUMBER 097337-407201 CHECKED NL011 s/12 APPROVED ACCEPTED SHEET C4.6 Sinclair Inlet o (SIDNEY TIDELANDS) / / Scale: NGVD1929 20 0 20 40 , Scale in Feet - EBENCH MARK / EX PAVEMENT I LEV10NA1- 10.37 .AG NAIL SET IN PAVEMENT TO BE REMOVED (TYP),- - RELOCATE AS REQ'D / - - — - - - ._ — e TE16 _ - a —_._ - I 1 EX WATER NE TO REMAIN ' `�� E�X UTILITY POLE FX -RELOCATE M IL --_ 2 a—� - I __-- - -.----PROTECT & RETAIN I EX MAIL BOX i1/i��/ �� -_ EX STORM OUTFALLI ----- pry- f� -PROTECT2& RETAIN ---- _.._-�..--_ --_._„ `..=- _- _ -- rn+w- - - - m, -- _w: .__ EX STORM - - -- .^;."-^•' ^: _._..<;_ __ Yr��""-•-... -- _„"-- -. :._..- �_'==--'3-_�__y-�-/�T��/// 1. EX EXTRUDED CURB' _X 10>,RUD TO BE REMOVED ,=- _- sx s' crnc WALL I � ! I� I I le I I 1 I I [M _ �' SAWCUT EX ASPHALT(DV) --�5 —Bay Street -- - -�— _---------------- --- I I BENCH MARK i ELEVATION - 10.17 I MAG NAIL SET IN PAVEMENT RELOCATE AS REQ'D IE BE REMOVED X -'""� ---- --_ - EX STORM DRAIN ! - ' ��-'--`-�. �--w.-----_'_---`_. '"��=�-_�- SAWCO7 EX ASPITALS-3YP - -- ( } —' _ _ _� _ 2„:--X-�- �-@X-I G _� -- �`"".--'---�.. TO REMAIN" 20T-- / 20—_` -"^'i - - -- _ — --- z -BE REM �L- 8 I �.a V:X R" CONIC. p., _ r� 21--�•----- EX72' COPJ S. --- „CI. —� �-----T-------., NI. 1— X v' ,. —...�� T IE IE 5=8.75 I I 1 t I ( I I I UJ I I 6 I � I _ ' R WI I Z I I Z I vl Perry Avenue REVISIONS A N.L.� L-J NLOlson & Associates, Inc. Engineering, Planning and Surveying (360) 895-2350 or (360)876-2284 2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366 '0, 919 v qe' a 91 G` 'f370 L EK EXISTING CONDITIONS, DEMOLITION & T.E.S.C. PLAN -BAY ST NORTH City of Port Orchard Pedestrian Enhancement Project Mosquito Fleet Trail Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Govt. Lots 3 and 4, Section 26, Township 24 Nord4 Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington. FOR: City of Port Orchard 216 Prospect Street Port Orchard, WA 98366 SCALE: 1 "= 20' DESCRIPTION DESIGNED DATE: Sep. 12, 2012 DRAWN DRAWING NUMBER 097337407202 CHECKED ANLOI1119/12 APPROVED ACCEPTED SHEET C4.7 / Sinclair Inlet o (SIDNEY TIDELANDS) i' � , DATUM y Scale. n� 20� NGVD 1929 20 0 20 40 Scale in Feet yea 10.17 ET IN PAVEMENT S REQ'D I I EX PAVEMENT TO BE REMOVED - ---- - --a- ____• _ p �PROTE£>?1 &-RET81t'>_`- ��- -- - _. -- xl _ ' I — -Z--- — ' RELOCATE EX SIGNS 79 ----� - - _ X &JiC.DING r-- / 11//11L 3-- �✓ _Il�l� _ _ 4�1J1�1L{-/LLLl1 " � i - i E" DECK -_q_— %' �1LX DECK (-_--._-_ �'� _ •- _'°.� \ _ / —._ ccNr I I .«= �`_ r - --- I n,y Ex ss a rQ-REMAIN - - _ _ L I _ _ \ - - --=�.,._ c:,-t� .-. �7i -'- =-- rgtt"-'::'_ �_-_.___- :: -, _' .__ .. _ _ - _ -�_04•--- "'.�-^�-.� -.___. \,�.,� �.\ ham: ;�S.tlCt r'IFES ,i - - - - - �- .Z�'/�a - - - Fl5 - - - /_EX UTILITY POLE F =- Sf-- rT,+ -fc, - - — R,f -- -- -- e, - - ^+ �"`•- MAIN ,. I ,e•.. xas, DECK xv.az EA ` rcS.Y BARRIER � „ � -� �t�--.� \^� TO RE CX 10 ..X1kJCeJ COR'�3 \ SAWCUT EX ASPHALT TYP —Bay Street TO BE REPLACED xsse 10 E REMOVED j \✓'' RELOCATE EX SIGNS - -- _ (� ``-,__�-=—�.-L—^l,,---�,--' _�1� BENCH MARK K LEVATION2.08 ! e.-' -��C- �.- --y® �( -- may`—.r---� / � �-,�—��---- — , �;�y `111{i �� CONCRETE MONUMENT "NOS �} al'r — L \-----J! -� �X BUILDING _i-- -\�— \ ^' P :..' I�1 2 \ MITCHELL 5 RM 2" .--}o-----'EX GkA EL P�,RKIiV� 7TILDINGll i J / \ \ \ RELOCATE/ ENCASE PER SURVEYOR 12CONC. k SS Vi y r l j( V I tv=7.93 V , t + \ ,', v w� j _ TO BE REMOVED '_.- IE S=7.67 _ 12" CONC.-2.53 1 I I ^� �\ ` ,., cX CA,JH BASIN-/ l ���\ y ', _�.. .X 12 CONi: li'-7.T5 ,� zg \ RIM-a.ai. l 1 IE 8 NW-6-82 7 , t �:., E SIGN � i 1 TOE REMOVED I i RIB? `1 36 \�, }t i � � 1 `\J _ `� \• \ IE 1 i9 CONC R. - 34fi �1_ ti� h�� I `X WELL_ 9 + PROTECT & RETAIN :z I �{� ADJuST RIM To I I I I I I FINISH GRADE 1'J i s" , * T IiiTO Bk. REMq D\ 'a .X O."AViTL IRKING xi�st ly r...o� I! {il 916, n f' SIN \\ 1J 1 0 0 0 13{ ' 1� y BE EMCAIOV D \ J I 1 I I I I RiM C3A N O +S,TR, IC\T IE 8.9FVC N 638 \EX FENCE 1-12CPFP SW08�s—>• \ L) Ex 12' CPEP IL-76 �: �, - h 0 1 \ \ 0. BS I\ ffLQCATC\EX GUY` EX S IhRY SEtI�k V&AI Perry Avenue RELOCATE EX UTILITY POLE — ,i1 111 1 _ I RELOCATE EX TELEPHONE RISER f y � REMOVE &RECONSTRUCT i I I EX FENCE & MAIL BOX -------------- i I— MATCH NEE I ---------F- i J' REVISIONS BY DATE A N.L.p- I `A NOlson �t Associates, Inc. Engineering, Planning and Surveying (360) 895-2350 or (360) 876-2284 2453 Bethel Avenue, P.O. Box 637, Port Orchazd WA 96366 � '0�o x 19 v W4 9`$ON L E�4 EXISTING CONDITIONS, DEMOLITION & T.E.S.C. PLAN -BAY ST CORNER City of Port Orchard Pedestrian Enhancement Project Mosquito Fleet Trail Situate Within Gov't Lots 1, 2, 3 and 4, Section 25 and within Gov't Lots 3 and 4, Section 26, Township 24 North, Range 1 East, W.M., City Of Port Orchard, Kitsap County, Washington. FOR: City of Port Orchard 216 Prospect Street Port Orchard, WA 98366 SCALE: l '= 201 DESCRIPTION DESIGNED RPJ 9/12 DATE: $ep. 12, 2�12 DRAWN JAT 9/12 DRAWING NUMBER 097337-407203 CHECKED NL011 9/12 APPROVED ACCEPTED SHEET C4.8 Sinclair Inlet oArDM (SIDNEY TIDELANDS) \ \ \ \ \ \ \ \ \ NGVD 1929 0 \ APPROX LOCATION EX \ \ n� \ \ STRUCTURES Scale: 1 — 20 (NOT SURVEYED) TIP. \ 20 0 20 40 ` \\ CITY uMlrs \ Scale to Feet - ----- _ _ � _ '� MEANDER LINE }`(`i tI, 111111�,' t'tt' �.LL•e,INxrrYP) CUNt• _ _ - _ _ _ _ _/ .. - .. - .. - .. - .. - .. - .. - .. - ../� _ _ 171 c } t \ 6�t [ TTl7T/TT.\ .ILill LX HUILDING I e1fT TEX WATER RAFFIC BEAR ER LIDS HAVE �T T/,I ��� y � z� _---�� �-��1 DECK TO REMAIN 0 BE REPLAC III ! >Z I % -- l , x I EX WOOD L[..ic EX UTILITY POLE - ECK & SUPPOR / ----�--- ---- --- — r- -- ; EX UTILITY P01LE_ _ `Y EX BUILDING / AT��H UAS h! �EX CA iCk- iJ ASIn (------ i SURVEYED �1 BE REMOVED (TYP) I--x fix) 1,' I' 1(: \ ��'•"'4--t--- -----\\ �'I SAWIXIT EX DECK l" / E 6`SCir:C� �L S 1 I REMAIN 1 ' RIM V 74 RIM-q 61 I STRUCTURE II \ ! / - -"---- --- -{I 1- PROTECT--&- TAIN I / �r .. s \ IE -10i M .f5 j' IE P,OT MEAS.) �I SIGN & MAIL BOX' ,o.� - :! j 1�I 1-' OUTFALL-o��____ � . 11 ( / ��l<YLL/, .) �; B..h vT y RELOCATE RELOCATE EX I EX l SEE STRUCTURAL/, 8 'NC NW _ ) ( 11'- - - - I I..,, _ -ci- - -� - o_ �X_. E_X UTILITY POLE 3� F\ 1 /- r �R sis�T� —I SSJN1F # n '�' --- - -' - - , .2 - _ - :r i- / 2 'A' -. _.. 9 TRAFFIC BEA t. 2 ..---r \ti i'i �- �` T:. -r__ - - y \ �t X -C c'l\c CC r. /'!- `,,2" �,h .. 'J4 r xss3 / - o, .- :2a >.2TO- REMAIN s - _ o —.'�-- _ r 55--..._... Sy -_.. ""-_ �_ ,_. SS_—_ S-- _-SS-____._. 55 ___--SS---S -._Sy _._ ... fs _._.. �S ._-._._... _ _.,�_..--gg-"-' .-___ SS---55 .—__ -'—� S7x. -:��. .155--.._.S_ .-'"_ _-� �' - S____-'�-SS ! _ I�L _ A� _ v FM Irc (M1I f11 FA.--ht.�—..l— M1 - hM`""- c.C�:. Ba=Street'frvl% FM — M --F!� f};f-_fAi—xP.m99-- rk---.irJ--FM_ --fM _-L- cU_'� F F�1 �.- .—._ __. _ -- =-- -�.'€ -- -... - - - --- -- ---- - £GUARD"RAIL. RELOCATE EX UTILITY POLE REMOVE &RECONSTRUCT_ 11 x+o.za / �-12' COLC. SEA:NALL -0,3 i j (_,, ,2 TO BE RE6'40 D--- ,0.3F r 7o1r. _ :.Y. 4" 'VC L-10.41-� EXx FENCE �.- ,p esax '---to �Y1�QJECy- .:vh4r ,y - sn --- tt - _. to.._...._ -o -I -- c - c - - �� -' c c c --�-s--� - �, - E(0 ?l H 6E,,s , U rtrt� I �"�1�• '�t'- TFALL �;� j, ----- \ ' -` so �ii � ( ��-- I,�_ -__'�_ •, ' xsa, �� c ��� � ,'�R,i:: - a �I -� - - n - x tae; I IE s2 v anslN —i t — , .,ns , si 1 rX 12" CONC. WALL % SAWCUT EX - �- 12" EX e CON,,. MALL-' 1 1 I I I LX f- C t! iN J 1 t i )--`-" �'✓\v I I ASPHALT (TYP x EX CATCH t:AS ry n zz \ T A F S, , 3 I ' 72- �: n I I RIVE 9 -/ 1 - . .. x,la; ) 7t.5: I I/ �t ` TO REMAIN RELOCATE EX MAIL BOX 11 ItM- 63 IE d.90 _v 72 t� %T/TT77TT/77TTTTTTTT/7T iTT.-:T/T/J7/// .;'//ii�'T` IFS Lrti Nx4=7. t: L CPW NW ,..,.. - IL 4 CN%P �S -fl.75 EX CATCH BASIN - i t% 3� _D-uG 1 I I IF tZ CONC. HE- 5.52 I GEC; I TO REMAIN Ri'2 9 fi TO REMAIN Z ;E >` CCNC. SW=7,26 1 I I I TO REMAIN �= a WI z , ( = t� \I I I I I Lawrence Street I � I REVISIONS BY DATE . L%J N.L. Olson & Associates, Inc. Engineering, Planning and Surveying (360) 895-2350 or (360) 876-2284 2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366 '° 9,119A 44 F,qs Nov 1 at � EXISTING CONDITIONS, DEMOLITION & T.E.S.C. PLAN -BAY ST/ TRACY City of Port Orchard Pedestrian Enhancement Project Mosquito Fleet Trail Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26, Township 24 North, Range 1 East, W.M., Cityof Port Orchard, Kitsa County, Washington. P g � � p �'�SHEET FOR: City of Port Orchard 216 Prospect Street Port Orch atd, WA 98366 SCALE: 1 '= 20' DESCRIPTION DESIGNED RPJ 9/12 DATE: Sep. 12, 2012 DRAWN JAT 9/12 DRAWING NUMBER 097337-407204 CHECKED NL011 9/12 APPROVED ACCEPTED C4.9 G-fX S�EI_ PLAT'"" REVISIONS DESCRIPTION I / / S / / / / / / / cX CAICH BASIN--- / / IE S2" CONC, N=B.69 \\ / !E 1.2" GIMP E=9.93 .E 1.2" CONC. S=8.86 � �o I fair Inlet / Y TIDELANDS) / / NOTE: ACCESS TO EX BUILDINGS TO BE / MAINTAINED DURING CONSTRUCTION / / TRELDCA,E DC SIGNS,�1� j t3T UAIt q 1�T 7 7 p_ Inc.DESIGNED �-i 1� •L• Olson & Associates, I Engineering, Planning and Surveying (360)895-2350 or (360) 876-2284 2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366 RPJ 9/12 DRAWN Jar 9/12 CHECKED NLOII 9/12 APPROVED ACCEPTED I / / I / I / l / / o�k`cX 12' CMP IE=13.85 / / / EX RRN / CONDITIONS, DEMOLITION & T.E.S.C. PLAN -BAY ST/ RETSIL I FOR: City of Port Orchard Pedestrian Enhancement Project Mosquito Fleet Trail Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26, Township 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington. DATUM NGVD 1929 20 0 20 40 Scale in Feet SCALE: 1 "= 20' City of Port Orchard DATE: Sep. 12, 2012 DRAWING NUMBER 216 Prospect Street Port Orchard, WA 98366 097337-407205 SHEET C4.10 LINE TABLE LINE LENGTH BEARING L1 8.94 N88'21'19"E L2 23.66 N88'39'46"W 1_3 24.39 N88'46'08"E 1_4 43.68 N86'06'06"W L5 37.20 N84'40'08"E L6 10.04 N8574'16"W 1_7 29.04 N83'09'02"W 1_8 26.72 1 N80-59-49"W L9 18.93 1 N79'40'33"W L10 32.92 N78'26'22"W 1_11 30.30 N7645'46" L12 18.62 N7476'32°W L13 36.31 N73'08'19'W L14 26.80 N74'39'13"W L15 18.84 N75'30'09"W Lib 16.11 N76'45'57"W L17 27.73 N78i5'38"W CURVE TABLE LINE LENGTH RADIUS DELTA C7 21.25 70.00 1T2336" C2 20.56 1 70.00 16-49'28° ` rr POLE'�� d „TOTEM sr. _ _ I -- INNER HARBOR LINE - - �•' � FjTi/r/TTrir///rririrr.7r>,TTirTTrrTri�ir�/��i�inT FX KI7SAP RECjONALIBRARY PAVEMENT MARKING LEGEND 1Q 4" WIDE WHITE EDGE LINE WSDOT STD PLAN M-20.10-01 1Z 4" WIDE DOUBLE YELLOW CENTER LINE WSDOT STD PLAN M-20.10-01 Q 18" PAINTED STOP BAR WSDOT STD PLAN M-15.10-01 ® PAINTED CROSSWALK WSDOT STD PLAN M-15.10-01 Q 18" WIDE PAINTED WHITE BARRIER LINE t' i © 4° WIDE BROKEN YELLOW LINE FOR BICYCLE PATH PER PER MUTCD FIG 9C-2 8 4" WIDE SOLID YELLOW LINE FOR BICYCLE PATH PER PER MUTCD FIG 9C-2 PLANIMETRIC DATA PROVIDED BY WARD C. MULLER & ASSOCIATES TRAIL BEGINS BEGIN STA. 6+57.50 A LINE STA. 88+01.07, 164.90 LT i i NOTE: SIGNS TO / MUTCD STANDARDS Sinclair Inlet SURFACING LEGEND GRASS/ LANDSCAPING HMA;r (PG 58-22) GRAVEL (C.S.LC.) 0 CONCRETE (SIDEWALK OR BRIDGE/CANTILEVER DECK) METAL GRATE DATUM NGVD 1929 Scale: 1 "= 20' 20 0 20 40 Scale in Feet STATION _`ELOCATE IIX RAMPS (11P) Q L ! I� � I I t - A I I I I N I I 7-=X LANDSCAPED ISLANDS (IYP.� � iA J � I I W) J� r j H �. IV �� A., _-'-• nn• nn nn"F I 77 i EXTEND EXISTING _ le PAVEMENT MAKINGS C8.1 857.088 loo,� Z' I I EX AV.YS ON THE r BAY / 1 I RESTAURANT P / i f T/T/TTT7T/T�T/TT/7T/.7TTJTTT/jT \ � // REVISIONS BY DATE A L-'J N.L. Olson & Associates, Inc. Engineering, Plannin and Serve g Surveying (360) 895.. Boor (360) Port Orch 4 2453 Bethel Avenue, P.O. Box 637, Por[ Oichazd, WA 98366 a~ bb '0,p c w4 ° '�mss setoxA 8N tq t }® RAIL ALIGNMENT AND SURFACING PLAN -MARINA BOARDWALK City of Port Orchard Pedestrian Enhancement Project Mosquito Fleet Trail Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26, Township 24 North, Range 1 East, W.M., City of Port Orchard, ICltsap County, Washington. FOR: City of Port Orchard 216 Prospect Street Port Orchard, WA 98366 SCALE: 1 n= 20 DATE: Sep. 12, 2011 DESCRIPTION DESIGNED RPJ 9/12 DRAWING NUMBER 097337-407206 DRAWN JAT 9/12 CHECKED NL011 9/12 APPROVED SHEET C5.0 ACCEPTED ISURFACING LEGEND GRASS/ LANDSCAPING I HMA h (PG 58-22) IGRAVEL (C.S.T.C.) 0 CONCRETE (SIDEWALK OR BRIDGE/CANTILEVER DECK) I METAL GRATE iEX PENINSULA FEED [NO. I DATE I BY I DESCRIPTION I 00' 00.00"E 857.088 I I PAVEMENT MARKING LEGEND i 1Q 4' WIDE WHITE EDGE LINE WSDOT STD PLAN M-20.10-01 ® 4' WIDE DOUBLE YELLOW CENTER LINE WSDOT STD PLAN M-20.10-01 1 ® 18' PAINTED STOP BAR WSDOT STD PLAN M-15.10-01 I / I , 0 PAINTED CROSSWALK WSDOT STD PLAN M-15.10-01 � I 1 ® 18' WIDE PAINTED WHITE BARRIER LINE X ® 4' WIDE BROKEN YELLOW LINE FOR BICYCLE PATH PER PER MUTCD FIG 9C-2 1 Sinclair Inlet I 8 4' WIDE SOLID YELLOW LINE FOR BICYCLE PATH PER PER MUTCD FIG 9C-2 nATTJM I(SIDNEY TIDELANDS) I NGVD1929-- PLANIMETRIC DATA PROVIDED BY I To DATA PERFORMED / I WARD C. HULLER ASSOCIATES BY N.L. OLSON & ASSOCIATES, INC. - —I Scale: 1"= 20' �- ;.t {1 0 20 40tX 14 t,CkC. MALL-= L Scale in Feet CANTILEVER OF EX WOODEN 999 BOARDWALK TO BE REMOVED - WIC -- I R4-3A '!! / Y ` I �Ay A.h'_- I I'I X tiCOC �e 1 RI-t , I I / I PnBL( . ` (WO "� Ci-PS) r ST -R`WA r I EX COWERED Wain PICNIC AREA ! - R4-3A BIKES EX WOOD CORE �muu I f IEx Ro,.x MGN.IM-raT EXTEND EXISTING 1 PAVEMENT MAKINGS C8.1 __ --- -_ _. __ I EX FACE Or CONC. SE4aSnLL-\ X FXIFWED CONC. CURB (Iv?) r --X r'ASKNG � S�A�..L. (:Y!') s /J - If iJ I �\ X ,"HEEL CHAIR RAMP P ,max ?Fs; i4ibvh VZ'ItR„ NS MEMORIAL 'NAL BLOC( WALL Boa M - N, oi✓ s J+/ // z o { se / / x ME4S.f I RII 2 i r �(E 6" EX CA-C - BASIN( a 2; < I_ (r'-' MEAS.) I 1 I I I I / pHW 1 F,JiLL:NG j0HW z}. W OHW (FOR prcti, 79.6b Y � ODLU I Raf J ?2 I I t D ry S"tf -1' :7 I J \ iE ; - 827 `= 1 \--- 1 JZ'�IV Q f 2 EX C=.TOr B'S"I - I ' 2!: E ,10" RIM2 IE itCONIC.42 E 15=21.36 II II I I I IE 8" CONC. 7 C Q d w I 1 1 60 y 1 I to I CURVE TABLE CURVE LENGTH RADIUS DELTA C3 28.31 50.00 32°26'33" C4 38.67 50.00 4418'37" C5 62.66 52.00 69°02'15" C6 55.58 52.00 6114*34" C7 1 9.05 CB 65.18 C9 40.81 LINE TABLE LINE LENGTH BEARING L17 27,73 N7815'38"W L18 35.22 N80°25'15"W L19 25.87 N81°40'07"W L20 103.07 S86°27'48"W 200.00 2°35'29" I 200.00 18'40'22" I 400.00 5°50'42" --®--_�.--��.-- I II --.-®--J II L REVISIONS BY DATE A L-J N.L. Olson & Associates, Inc. Engineering, Planning and Surveying (360) 895-2350 or (360) 876-2284 2453 Bethel Avenue, P.O. Box 637, Pon Orchard, WA 98366 4 s Titt .0 Seto at. sW � 4 L ALIGNMENT AND SURFACING PLAN -WATERFRONT PARK City of Port Orchard Pedestrian Enhancement ProjectDRAWING Mosquito Fleet Trail Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26, Township 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington. FOR: Cityof Port Orchard 216 Prospect Street Port Orchard, WA 98366 SCALE: = DATE: Sep. 12, 2011 DESIGNED RPJ 9/12 DRAWN dnr s/1z NUMBER.. 097337-407207 CHECKED NLOII 9/12 APPROVED ACCEPTED SHEET CS.1 / c DATOM ' ; Sinclair Inlet ' / (SIDNEY TIDELANDS) / - NGVD 1929 / Scale: V= 20' 20 40 0 01 / SURFACING LEGEND / Scale in Feet / /M GRASS/ LANDSCAPING / \' GRAVEL (C.S.T.C.) CONCRETE (SIDEWALK OR BRIDGE/CANTILEVER DECK) -iX 1(1'x10" CONC. CO,UMN (TYP) ' r J 4 �W oHw oHw MARKS o �ELEtGN4� 0.0 MAG NAILS bl, FM -_ f M __ _ FM EX SS MF X SS M�-- RIM 2OA4 RIM-19.28 E it'" PVC NE iE 10" PVC E=S2.6B 12.59 E. PVC IE 12" D SW' .C" SW-12.68 12.59 NOTE: ALL STATIONS REFERENCED FROM A -LINE CURVE TABLE CURVE LENGTH RADIUS DELTA C10 66.01 150.00 2512'52- C11 33.45 150.00 12-46'31" C12 65.51 544.68 6'53'27" C13 39.38 90.00 25'0422" C14 95.57 75.60 72'00'37" C15 115.23 90.00 73'21'19' C16 78.54 150.00 30'00'00' C17 1 72.78 1100.00 41°41'50" _ `X 6' rXJRUDED CJRr!�_s Fk EX UTI LINE TABLE LINE LENGTH BEARING L21 34.09 I N8852'34"E L22 45.41 S89°43'46"E L23 117.81 N7T14'23"E \ \� MATCH IN GRAI ` yr\ � �f?�� N70* 22.81"E 0 8.340 ABANDONED POLE TO BE REMOVED \ H- / EX SS M� � / RIM=16.46 / IE 10" PVC IE a" CLAY SE=13.46 / Q / PAVEMENT MARKING LEGEND 3� / iQ 4" WIDE WHITE EDGE LINE WSDOT STD PLAN M-20.10-01 Q 4" WIDE DOUBLE YELLOW CENTER LINE WSDOT STD PLAN M-20.10-01 ® 18" PAINTED STOP BAR WSDOT STD PLAN M-15.10-01 ® PAINTED CROSSWALK WSDOT STD PLAN M-15.10-01 ' P Q la' WIDE PAINTED WHITE BARRIER LINE © 4" WIDE BROKEN YELLOW UNE FOR BICYCLE PATH PER PER MUTCD FIG 9C-2 8 4" WIDE SOLID YELLOW LINE FOR BICYCLE PATH PER PER MUTCD FIG 9C-2-LEja / / / / °+w •_�__-------------aiw / / CA1CH BASIN RI / RIM-10.3i IF 12" CPEP IF 12" C'EP C 5.92 ; 1E 8" PYC S ?.72 IE 8" PVC SE 7.1� I'llVCNi' nft r. CPEP - 5.22 / � E �X ROW r RELOCATE 1 EX 8" ExiKUOLD i;l:P'".P-� 't `-r ER LINE i � - ' , I � r so- EX SD MH � 1' INSIDE CURVE WIDENING ✓ . (FOR C75 & C76) _ .P.L.-951 / is G 1� 12" CPE? N=526 0 I" 12' CPEP 'W-5.26 I Ti -x a ccnc % 1 i K. ®1 j 135 LF 36" HIGH HANDRAIL o 00 x CONIC CURB &CUT rR h PROTECT & RETAIN RELOC YDRANT �o \ (/"-EX 8' EXTRUDED CURB ',.. ` RELOCATE RAMP \\RETAI 8, 1 �� Ate. CURB\ \ \ RELOCATE EX try .-7-r-� POLE &GUY \ � � R61W15.37 8' CLAY E-W'=5.19 / 100+00 STATION INTERSECTION BAY ST / & SECTION LINE \ \ REVISIONS 1By 1 DATE A L�J N.L. Olson & Associates, Inc. Engineering, Planning and Surveying (360) 895-2350 or (360) 876-2284 2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366 . s '° $�1$8ba c4' e�sr gt. E TRAIL ALIGNMENT AND SURFACING PLAN-ROCKWELL Cif. of Port Orchard Pedestrian Enhancement Project `'� ' Mosquito Fleet Trail Situate Within Gov't. Lots 1, 2, 3 and 4, Section 2$ and within Gov't. Lots 3 and 4, Section 26, Township 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington, FOR: City of Port Orchard �' 216 Prospect Street Port Orchard, WA 98366 SCALE: 1"= 20' DESCRIPTION DESIGNED RPJ 9/12 DATE: Sep. 12, 2011 DRAWN JAT 9/12 DRAWING NUMBER 37-407208 CHECKED NL011 9/12 APPROVED ACCEPTED SHEET CS.2 M�PNo/R �\N� / t.X CGhif ORT IN`� DESCRIPTION TW=TOP OT WALL BW=BOTTOM OF EXPOSED WALL CURVE TABLE CURVE LENGTH RADIUS DELTA C17 72.78 100.00 41'41'50" C18 24.21 100.00 13*52'17' C19 26.68 100.00 1517'02" C20 26.28 100.00 15'03'27" C21 130.66 90.00 83'10'55" C22 53.09 100.00 30'2512" C23 42.97 20.00 123'05'50" SURFACING LEGEND GRASS/ LANDSCAPING HMA Kt" (PG 58-22) 0 GRAVEL (C.S.T.C.) CONCRETE (SIDEWALK OR BRIDGE/CANTILEVER DECK) LINE TABLE LINE LENGTH BEARING L23 117.81 N7714'23"E L24 153.63 S88-53'25"E L25 114.48 S89'O6'56"E L26 11.65 S5'56'00'E L27 129.00 N81'23'22'E � N —v—v= T� rn o A -LINE =Y. ST. 014CENT DE PAUL Sinclair Inlet (SIDNEY TIDELANDS) ATTACH LIGHT TO RELOCATED POLE . NW 00' 00.00"E PAVEMENT MARKING LEGEND >a I 650 LF 6' TALL — CHAIN LINK SCREENING FENCE 1Q 4" WIDE WHITE EDGE LINE WSDOT STD PLAN M-20.10-01 ® 4" WIDE DOUBLE YELLOW CENTER LINE WSDOT STD PLAN M-20.10-01 © 18' PAINTED STOP BAR WSDOT STD PLAN M-15AD-01 ® PAINTED CROSSWALK WSDOT STD PLAN M-15.10-D1 Q 18" WIDE PAINTED WHITE BARRIER LINE ® 4" WIDE BROKEN YELLOW LINE FOR BICYCLE PATH PER PER MUTCD FIG 9C-2 6 4' WIDE SOLID YELLOW LINE FOR BICYCLE PATH PER PER MUTCD FIG 9C-2 REVISIONS BY DATE A `-14 N.L. Olson & Associates, Inc. Engineering, Planning and Surveying (360) 895.2350 or (360) 676-2284 2453 Bethel Avenue, P.O. Box 637, Port Orehad, WA 98366 n cy Y "090 qg 919 W =88%°�,r4 sto 8� �g] TRAIL ALIGNMENT AND SURFACING PLAN -BAY FORD Cityof Port Orchard Pedestrian Enhancement Project ') Mosquito Fleet Trail Situate Within Gov't. Lots 1, 2,3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26, Township 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington. FOR: City of Port Orchard 216 Prospect Street Port Orchard, WA 98366 SCALE: I "= 20' DATE: Sep. 12, 2011 DESIGNED RPJ 9/12 DRAWN JAT 9/12 DRAWING NUMBER 097337-407209 CHECKED NL011 9/12 APPROVED ACCEPTED SHEET C5.3 � E 1 �11 i 1 =�1 23 LF 0.5' HIGH WALL L 6" CONC-6.24 4 � 1 f tf �IE 8" PVC=6.52 I MINIMUM INSIDE -'•CURVE WIDENING DESCRIPTION DATUM c NGVD 1929 Scale: 1 "= 20' 20 0 20 40 Scale in Feet 1 1 I 1 1 I 1 1 I EX SLIDE Atf:A-,� 4' INSIDE CURVE WIDENING TYPE 7-2 GRATE 6 CURVE TABLE CURVE LENGTH RADIUS DELTA C24 13.93 20.00 39°54'22' C25 44.41 100.00 25704" C26 111.07 600.00 10736'24" C27 917.22 140.00 4758'26" C28 35.89 100.00 20°33'38" C29 25.36 90.00 16'08'43° LINE TABLE LINE LENGTH BEARING L27 129.00 N81'23'22"E L28 110.84 S75'52'45"E L29 13.93 S80'17'40"E O� POWERED ` PEDESTAL LIGHT �200' sPaarlc (TYP) EX 90' CONC. itiA::. -EX SPEED 00-P 1 DOCK F EX LCPC�NC f ji. EX 6 EXTRUDED CURB TO BE REMOVED �l77,77, l .I EX ROCH MONUMENT -tX GFZt501 X MEMO!R!AL �tIC.CS�'. `-- 6' WIDE CONCRETE i x 1 IN BRIDGE CENTER - �" -- �i EX 4" CONS L 5.54 11 _✓. I ✓ EX CA.TCh-fiA-ST IL 4" CON^ . N90° 00' 00.00"E 00 223.255 i 1 ��-✓ A ' f �, (gyp I € , 1 �.• i LX Oi,VPSTER ENCLOSURE Sinclair Inlet (SIDNEY TIDELANDS) rX TOP OF 2' IRON PIPE _ BENCH MARK ELEVATION = 10.74 MAG NAIL SET IN PAVEMENT TO BE RELOCATED AS REO'D t\ _ `' 'fir•- y` o `—EX CATCH BASIN W� SUMP PUMP RIM -6.32 101 OF 8" IRON PIPE 4.62 PROTECT & RETAIN CB & PIPE - X 10" CONC. ''WALL RAVE EX LOADING DGCK ,h,ES 7Al GU L CaNG SURFACING LEGEND 0 GRASS/ LANDSCAPING 0 HMA r (PG 58-22) 0 GRAVEL (C.S.LC.) CONCRETE (SIDEWALK OR BRIDGE/CANTILEVER DECK) oHW PAVEMENT MARKING LEGEND —OHW L29 / i 1 ' --- /! - W J X �I i� iQ 4' WIDE WHITE EDGE LINE WSDOT STD PLAN M-20.10-01 ® 4' WIDE DOUBLE YELLOW CENTER LINE WSDOT STD PLAN M-20.10-01 ® 18" PAINTED STOP BAR WSDOT STD PLAN M-15.10-01 ® PAINTED CROSSWALK WSDOT STD PLAN M-15.10-01 ® 18" WIDE PAINTED WHITE BARRIER LINE Q 4" WIDE BROKEN YELLOW LINE FOR BICYCLE PATH PER PER MUTCD FIG 9C-2 8 4" WIDE SOLID YELLOW LINE FOR BICYCLE PATH PER PER MUTCD FIG 9C-2 REVISIONS BY DATE A�T y� N.L. Olson & Associates Inc. � Engineering, Planning and Surveying (360) 895-2350 or (360) 876-2284 2453 Bethel Av w, P.O. Box 637, Pod Orchard, WA 98366 .e q° ao GIST oo` w %'4SION® 8� gp�� F °a"@ TRAIL ALIGNMENT AND SURFACING PLAN -BLACKJACK/ WEST BAY City of Port Orchard Pedestrian Enhancement Project Mosquito Fleet Trail Situate Within GOVt. Lots 1, 2,3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26, '1'OWdSllt 24 North, Range 1 East, VV.1V1., Cl Of POPI ®ICllai ltltSa COUII Washington. p g City d' p County, FOR: City Cl of Port Orchard 216 Prospect Street hard, Port (7rC WA 98366 SCALE: 1 '= 20' DATE: Sep. 12, 2011 DESIGNED RPJ 9/12 / DRAWN Jar 9/12 DRAWING NUMBER 097337-407210 CHECKED NL011 9/12 APPROVED{ ACCEPTED SHEET C5.4 / R9-6 rk£ I YIELD I To PEDs ee ; -rX CATCH 3ASN %- � RIM- 8.54 p� -� ExrrcucD CURB / LINSS '^----'r:,i-...—_.__._ FM —_---_ FM _- __— FM _.. _—Fbi--.---'r hi —__.. _ FM."_._-- Fv ___.. — i�v: —_— �-k 1 I I I I I I I I DESCRIPTION u NO (� MOTOR YIELD YENtl'I Ft TO PEDS RELOCATE �EX SIGNS 65-3 N0- MVri011TCl�Fs X CATCH BASIN 1 _ ZM=7.58 6` CONC. N=6.: 3 �. EX GRAVELsRKING ss � ss� tM :-a;ru-3s,ed`_ FOFle---_su� SSA` SS E —� LINE TABLE LINE LENGTH 1 BEARING L30 1 49.60 N29'41'51"E L31 56.84 N29'45'O6"E CURVE TABLE CURVE LENGTH RADIUS DELTA C30 L0.78 140.00 67 42'30" C31 91.28 400.00 13'04'32" C32 50.37 135.00 217232' Z, i i/ i / / i Z, i' EX EDCE Or ASHAL.T OV"_R:_3Y--'�--- Bay Street --------- - --------------- ---- — — — — ® r � ( I 1 X CD CH BASIN-� I 1 I E1 CMPW 6. 1 E " CAMP 6 0 DATUM Scale: V= 20' NGVD 1929 20 0 20 40 Scale in Feet X "L Cl r ,E=2...< Sinclair Inlet / i (SIDNEY TIDELANDS) ' _X 1C t) PARKING SPACES SHOWN FOR ILLUSTRATION ONLM, ss-NO PAINT MARKS REO'4)- `X SS M.H-i R:M=>.95 IE 12' C CNC. =-OS9 -BARRIER END SECTION - " -- . . _. . STA. 12+11.64, 90.27 LT BRICK ; ..AN F2 EX CAP : ,.A';, t- ti6 34 777, 7//f - t 12 CON =s.88 I /77yT/77TTT/TT/7T/Tll /iTTl7TTTY/l 77 EX 3UiLONG I TTTTTTT/TTI�T/T/TT 77TTi?? T/Tl" 7T17 7T/i i T77771/iTllT/Ti Jl/7T/7T7TTIIT/7TT7i7T/, OEX 'h.Ul(DitiC I o 0 I I Perry Avenue NOTE: ALL STATIONS REFERENCED FROM A —LINE I I I X 12' CONIC.:;;-=6. L-1-' SURFACING LEGEND PAVEMENT MARKING LEGEND GRASS/ LANDSCAPING iQ e WIDE WHITE EDGE LINE WSDOT STD PLAN M-20.10-01 HMA Y" (PG 58-22) © 4" WIDE DOUBLE YELLOW CENTER LINE WSDOT STD PLAN M-20.10-01 GRAVEL (C.S.T.C.) © 18" PAINTED STOP BAR WSDOT STD PLAN M-15.10-01 ® PAINTED CROSSWALK WSDOT STD PLAN M-15.10-01 C CONCRETE (SIDEWALK OR BRIDGE/CANTILEVER DECK) ® 18" WIDE PAINTED WHITE BARRIER LINE ® 4" WIDE BROKEN YELLOW LINE FOR BICYCLE PATH PER PER MUTCO FIG 9C-2 ® 4" WIDE SOLID YELLOW LINE FOR BICYCLE PATH PER PER MUTCD FIG 9C-2 REVISIONS BY DATE a, L-'J N.L. Olson & Associates, Inc. Engineering, Planning and Surveying (360) 895-2350 or (360) 876-2284 2453 Bethel Avenue, P.O. Box 637, Port Omhud, WA 98366 1 " " '0•f+0, 1E8 �v' a Oti { 9rONA4 t TRAIL ALIGNMENT AND SURFACING PLAN -WEST BAY/ BEACH City of Port Orchard Pedestrian Enhancement Project Mosquito Fleet Trail Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26, Township 24 North, Tian 1 East, W.M., Cityof Port Orchard, Kitsa County, W ashin on. p p ty, FOR City of Port Orchard 216 Prospect Street Port Orchard, WA 98366 SCALE: 1 °= 20' DESIGNED RPJ 9/12 DATE: Sep. 12, 2011 DRAWN JAT 9/12 DRAWING NUMBER 097337-407211 CHECKED NL011 9/12 APPROVED ACCEPTED SHEET C5.5 PAVEMENT MARKING LEGEND 10 4" WIDE WHITE EDGE LINE WSDOT STO PLAN M-20.10-01 02 4" WIDE DOUBLE YELLOW CENTER LINE WSDOT STO PLAN M-20.10-01 ® 18" PAINTED STOP BAR WSDOT STD PLAN M-15.10-01 ® PAINTED CROSSWALK WSDOT STD PLAN M-15.10-01 ® 18" WIDE PAINTED WHITE BARRIER LINE ® 4" WIDE BROKEN YELLOW LINE FOR BICYCLE PATH PER PER MUTCD FIG 9C-2 Q 4' WIDE SOLID YELLOW LINE FOR BICYCLE PATH PER PER MUTCD FIG 9C-2 - / SURFACING LEGEND LINE TABLE UNE LENGTH BEARING L32 56.38 N29'41'03"E L33 54.11 N29'40'50"E L34 55.64 N29'46'34"E L35 28.13 N30'02'13"E L36 51.83 N29°50'12"E L37 54.05 N30'01'56"E L38 56.33 N30'08'50"E L39 53.37 N29'S1'06"E L40 52.24 N30-03-41"E L41 52.22 N28'46'06"E L42 50.22 N26-55'03"E 443 51.77 N2515'06"E Sinclair Inlet / (SIDNEY TIDELANDS) - ' IZ / / /' / / s / , 0 q DATUM I __ '_ SCa1e: I 20' NGVD 1929 20 0 20 40 Scale in Feet /- GRASS/ LANDSCAPING ,- / / /' -- HMA h' (PG 58-22) / 0 -- / /-' --, GRAVEL (C.S.T.C.) / / ,- CONCRETE (SIDEWALK OR BRIDGE/CANTILEVER DECK) BENCH MARK IN / / ELEVATION = 8/ s / MAG NAIL SET IN PAVEMENT 10 0 EX ; 2" CONC. IE=6.54 p1EANDER UNE �. .. — \\ —SS SS 55— LSD SS— 55-55- -_X 12' E-u 'v I� X JRA41 VALVE MH- .,G.i, . I :T, 'X IE 12 0IP=7.5s-y� I I I iX 12" CONC_ l _�. 55 M.. IE S=8.G1 RIM=9.2- EYIM 9.59 I IE N=! 79 IE 12" CONC. 0.44 I 1 I i 1 1 I I I I I EX 12' CONC. f..= 3.66 Bay Street SS— / ( )--- 892 LF PRECAST CONCRETE BARRIEf( W RAIL 42" TOTAL HEIGHT _SS SS SS -- SS —S3_ 7 !\ EX 17" CONC. it-894J/// tX CATCH BASIN EX SS M:.-/ TT // /TTTlTTTlI/��1 I !rX 9 I RiM- � 2, CO CGNC.=9.GE RIM=" CO IE 1� CONC.=t4. =X BUILDING I I I I I I I I 1 I I WI Z o I I o I o I o 1 I ZI J I I II 1 Perry Avenue NOTE: ALL STATIONS REFERENCED FROM A —LINE REVISIONS BY DATE A N.L.p� `�J NL®IS�n lX- A$$OCldtC$y Inc. Engineering, Planning and Surveying (360) 895-2350 or (360) 876-2284 2453 Bethel Avenue, P.O. Box 637, Port orchard, WA 98366 ,G,ty A��,e� 8379 Q°�Gtr-w4 sroNeL TRAIL ALIGNMENT AND SURFACING PLAN -BAY ST SOUTH of Port Orchard Pedestrian Enhancement Project 1KOS(j➢It0 Fleet Tall Situate Within Govt. Lots 1, 2, 3 and 4, Section 25 and within Gov"t. Lots 3 and 4, Section 26, Township 24 North, Range I East, W.M., City of Port Orchard, Kitsap County, Washington FOR: City of Port Orchard 216 Prospect Street Port Orchard, WA 98366 SCALE: 1"= 20' DATE: Sep. I2, 2�l I P° DESCRIPTION DESIGNED RPJ 9 12 / DRAWING NUMBER 097337-407212 DRAWN JAT 9/12 CHECKED NLOII 9/12 APPROVED SHEET CS.6 ACCEPTED Sinclair Inlet/- / -' - (SIDNEY TIDELANDS) i (' , I I 3 BENCH MARK ELEVATIDN 10i37 o1Ta i 1 1 p ,o- rX 6" CONC. W''A!L-� 1-Ex 12" CON". I 0 tE S= 8.75 I Io I I 1 I I I 1 I I I LLJ-II N29 9 3 . 1772.997 g I Z 1 v LINE TABLE LINE LENGTH BEARING L44 49.82 N24°28-03"E L45 54.02 N23°43'47"E 446 53.86 N24'12'03"E N25°30'46"E 7.12 .08 N28°36-16-E .07 N30'15'42"E .53 N3095'42"E .46 N27'23'45"E r.85 7.75 N29'31'07"E .09 N35°41'12"E 6.56 N32°49'15"E 0.10 N33'18'28"E 0.08 N35'10'43"E 0.15 N35'12'33"E L59 1 19.94 1,13827'021 I 8 SPACES I - 'RtM 12.24 i- 10'x25' 20 LF CONCRETE WALL -E 12 CON-C 1.85 ' CCYC 20:1 TAPER of STA. 129+11.61, 116.27 LT 235 LF WALL--- 30 TO STA. 129+88.25, 117.11 t f 6 12" CON, T _ _ i. N 9 zz BARRIER END SECTION I 1 � I!t 5-9.76 / STA. 129+17.00, 114.67 LT I I EX SUIL7NG :AYES - I CURVE TABLE CURVE RADIUS DELTA C33 _LENGTH 1 75.14 1 1754.62 327'25" C34 1 71.99 Ili89.57 58°45'48 C35 1 9'28" Perry Avenue NEW 6_CONC. B12 IL18" WIDE BARRIER STRIPE \ I I 20:1 TAPER ' 731+31.55, 114.87 LT TO 00. 109.05 LT BACKALL BEHIND SEAWALL EX 8' CONi;. I I BEGIN 30:1 TAPEF LF CONCRETE SEAWALL 1 1 40 LF 42- HIGH IGAURD BRIDGE RAILING i 1 0 DATUM aS:.aIe: 1"=201' NGVD 1929 20 0 20 40 Scale in Feet I I I I I END 20:1 TAPER (0' SHOULDER) STA. 133+21.49, 103.61 ALT BEGIN 20:1 TAPER STA. 133+2.23, 107.03 LT i TBEGIN 20:1 TAPER - I STA. 133+20.18, 93.70 LT I END 20:1 (TAPER ((0' SHOULDER) STA, 133+39.95, 90.70 LT I I o o ' I Z -' 1 ' 1 SURFACING LEGEND GRASS/ LANDSCAPING HMAV (PG 58-22) .--------------------------� GRAVEL (C.S.T.C.) PAVEMENT MARKING LEGEND CONCRETE (SIDEWALK OR BRIDGE/CANTILEVER DECK) Q 4" WIDE WHITE EDGE LINE WSDOT STO PLAN M-20.10-01 NOTE: ALL STATIONS ® 4" WIDE DOUDLE YELLOW CENTER LINE WSDOT STD PLAN M-20.10-01 REFERENCED FROM A -LINE ® 18" PAINTED STOP BAR WSDOT STD PLAN M-15.10-01 ® PAINTED CROSSWALK WSDOT STD PLAN M-15.10-01 ® 18" WIDE PAINTED WHITE BARRIER LINE ^� 4" WIDE BROKEN YELLOW LINE FOR BICYCLE PATH PER PER MUTCD FIG 9C-2 I 4- WIDE SOLID YELLOW LINE FOR BICYCLE PATH PER PER MUTCD FIG 9C-2 REVISIONS BY DATE w 6 N.L. Olson & Associates Inc. Engineering, Planning and Surveying0?o (360) 895-2350 or (360) 876-2284 2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366 ®° g6� t9 o rvg' e, Eag ,ae ssto L LNG i TRAIL ALIGNMENT AND SURFACING PLAN -BAY ST NORTH City of Port Orchard Pedestrian Enhancement Project Mosquito Fleet Trail Situate Within Govt. Lots 1, 2, 3 and 4, Section 25 and within Godk Lots 3 and 4, Section 26, Township 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington. FOR: City of Port Orchard 216 Prospect Street Port Orchard, WA 98366 SCALE: 1 "= 20' DATE: Sep. 12, 2011 DESCRIPTION DESIGNED RPJ 9/12 DRAWN JAT 9/12 DRAWING NUMBER 097337-407213 Ed CHECKED NL011 9/12 APPROVED ACCEPTED SHEET C5.7 , / . , ♦ o Sinclair Inlet / (SIDNEY TIDELANDS) Scale: 1n=2NGVO1929 , CANTILEVER OVER EXISTING WALL , , " / • Scale in Feet ,- W 42" HIGH GUARD BRIDGE RAIUNG ' ON OUTSIDE (0' SHY DISTANCE) 01 / " ♦A 3 (EA) PILING SUPPORTS/' / // ♦�2\ I .. 20' SPACING 1 0 .. .._ .. _MEANDER LINE X UTILITY TO RENNIN POLERELOCATE IXDECK 1 3.61 LT I 1 � w ✓ X - ufl DING EX 2 CONC. IL 79 I -) EX 1�1LlJ1l1LLL/ I �YV CX 12 CONC. SEAWAii 1 - X NC CK L,/ 3.70 LT I ` END 30:1 TAPER R) EX ' 2" CONIC IE=7. 45 2 CONC.J rX SS MH if N 7.93 RIH 24 L S -7.67 1, 17'" CONIC. -2.65 N29' 49' 39.71"E EX 10" EXTRUO D 20:1 TAPER STA. 134+42.34, 89.00 LT TO STA. 135+2.30, 86.85 LT BARRIER END SECTION STA. 134+47.60, 88.07 LT Bay Street EX GRAVFL PARKING ^' EX HUIu^ING I I I I 1` AREA OF PROPOSED 1 WIDENING (TYP) 1 1 _ 73 LF REMOVABLE CONCRETE BARRIER r-ESTA 137+02.87, 111.03 LT X 10" r+ �c E.57 TO STA. 137+28.43, 132.92 LT 1 - W/ RAIL (42" TOTAL HEIGHT) 31 I / } - i . - _ NOTE: RAIL ON INDIVIDUAL SECTIONS SO ! _ _BARRIER SECTION CAN BE EASILY REMOVED. Y/< X DECK X DECK r F .. _ . _ EX OECY , F � Cow F NO i':..BLE PIPES EX JERSI-Y BARRIER- 1W-115 CONCRETE MONUMENT NOS MITCHELL 5 RM 2" X CUt,R r PROPOSED E.P.- EX CATCH BASIN J \ j - - �J1--- TO BE REMOVED \� X I; i TW-11.4 RIM-887 v ` BW=8.0 IE 8" PVC NW=6.62 \ 1 72 LF REMOVABLE CONCRETE BARRIER 2' INSIDE,CURVE - ? STA. 137+29.91, 132.73 LT WIDENING; �` l I \ t' - $� TO STA. 137+55,74, 112.56 LT tt If W RAIL ON INDIVIDUAL SECTIONS BARRIER END SECTION X SS MH-� / / k:M-11.36 42" TOTAL HEIGHT STA 137+244, 111.02 LT r ` lt, I I ( ) Ic 12" CONIC. 3.48 1 i �,1 i t I EX WF1L b ; ADJUST LID AS RE0'D \ . -` I EX CRAViL PARKING 1 1 I i I { TO BE REMOVED LLI i I Z CATCJ HASiN� RIM - i3 ` C8"11 II I IF 17atP SW-708 I I I- -` "�, BARRIER END SECTION EX 12" CPEP STA. 137+55.74, 112.56 LT f!! SURFACING LEGEND R5-3 No GRASS/ LANDSCAPING Perry Avenue EX SA I(ARY SE 'A R -&.U-' f--�-f`i_ ��_I� l li I r \� I VEHICLES HMA )C (PG 58-22) f' I' - Ji -. e - GRAVEL (C.S.T.C.) - -- CONCRETE (SIDEWALK OR BRIDGE/CANTILEVER DECK) LINE TABLE LINE LENGTH BEARING L60 25.08 N2T55'03"E L61 20.21 N3211'O6"E L62 20.02 N32'41'37"E L63 16.55 N32'41'37"E L64 223.47 N29'49'40"E L65 22.48 S59'50'49"E L66 18.08 S5815'47"E CURVE TABLE CURVE LENGTH RADIUS DELTA C36 13.23 801.69 4'31'57" C37 63.53 950.21 5'07'54" C38 23.00 100.00 1310'39" C39 32.73 100.00 18-45-09" C40 87.11 75.00 66-32'42" C41 64.53 140.00 26'24'30" C42 14.32 100.00 812'10" PAVEMENT MARKING LEGEND iQ 4" WIDE WHITE EDGE LINE WSDOT STD PLAN M-20.10-01 1Z 4" WIDE DOUBLE YELLOW CENTER LINE WSDOT STD PLAN M-20.10-01 ® 18" PAINTED STOP BAR WSDOT STD PLAN M-15.10-01 ® PAINTED CROSSWALK WSDOT STD PLAN M-15.10-01 it 18" WIDE PAINTED WHITE BARRIER LINE Q6 4" WIDE BROKEN YELLOW LINE FOR BICYCLE PATH PER PER MUTCD FIG 9C-2 8 4" WIDE SOLID YELLOW LINE FOR BICYCLE PATH PER PER MUTCD FIG 9C-2 NOTE: ALL STATIONS REFERENCED FROM A -LINE JI - --- -- MATCHLIN _______ I II - REVISIONS I BY DATE A� &!& N.L. Olson & Associates, Inc. Engineering, Planning and Surveying (360) 595O. Boor (3,6) Port Owh84 2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366 °°.a gB e91tg8p L4 4'Ssto aLE�G♦ l � ® TRAIL ALIGNMENT AND SURFACING PLAN -BAY ST CORNER City of Port Orchard Pedestrian Enhancement Project Mosquito Fleet Trail Situate Within Gov't Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26, Township 24 NoiRan elEaSt, W.M., City of Port Orchard, Kitsap Coup �:Washington. FOR; City of Port Orchard 216 Prospect Street Port Orchard, WA 98366 SCALE: 1"= 20' DESCRIPTION DESIGNED RPJ 9/12 DATE: Sep. 12, 2011 DRAWN JAT 9/12 DRAWING NUMBER 097337-407214 CHECKED NL011 9/12 APPROVED ACCEPTED SHEET CS.H \♦ PAVEMENT MARKING LEGEND ♦ ♦♦\ \ �D 4" WIDE WHITE EDGE EWSDOT D PLAN Q2 4" VIDE DOUBLE YELLOW CENTER LINE WSDOT I T STD. PLANM-20.10-01 \ ♦ ♦♦ Q 4' PAINTED STOP BAR WSDOT STD PLAN M-15.10-01 ♦ ♦ ® PAINTED CROSSWALK WSDOT STD PLAN M-15.10-01 ♦\ \ ® 18" WIDE PAINTED WHITE BARRIER LINE © 4" VIDE BROKEN YELLOW LINE FOR BICYCLE PATH PER PER MUTCD FIG 9C-2 6 4" WIDE SOLD YELLOW LINE FOR BICYCLE PATH PER PER MUTCD FIG 9C-2 —. . �-RELC 71 1 CA1CH 6ASIN- 12" CONC, S'W1 8.35 IIt IF 4" lvl, S=6.90 IC 4" CP P q =6.75 I I I I RELOCATE EX MAI OX BY OTHE I 2' SHY DISTANCE FRAM TRAIL E Sinclair Inlet (SIDNEY TIDELANDS) LINE TABLE LINE LENGTH BEARING L67 115.56 S5815'47E L68 84.74 S6010'20"E L69 46.69 S58'15'19"E L70 11.26 S6010'20"E L71 141.15 S6090'20"E L72 79.63 S6010'20°E L73 22.90 S60'10'20°E L74 31.41 S62'35'05"E L75 14.97 S6598'35"E ♦♦ \ ♦ CURVE TABLE WRVS LENGTH RADIUS DELTA C43 31.59 668.00 O'42'00° C44 54.83 204.00 15'24'05" cITY uMITs � \ MEANDER LINE_ SURFACING LEGEND 1' 1 GRASS/ LANDSCAPING 7( " x 1?" CONC. HMA 1¢" (PG 58-22) ODLUMN (TY�i �777 / GRAVEL (C.S.T.C.) ? S60' 10' (,) 1 1/16 SECTION LINE I i �QI 1 Lawrence Street \ NOTE: ALL STATIONS I \ REFERENCED FROM A —LINE I REVISIONS BY DATE A N.L.w�JOlson & Associates, Inc. Engineering, Planning and Surveying (360) 895-2350 or (360) 876-2284 2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366 DESCRIPTION DESIGNED RPJ 9/12 DRAWN JAT 9/12 CHECKED NL011 9/12 APPROVED ACCEPTED TRAIL ALIGNMENT AND SURFACING PLAN -BAY ST/ T12ACY CSIy of Port Orchard Pedestrian Enhancement Project Mosquito Fleet Trail Situate Within Godt. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26, Township 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington. DATUM NGVD 1929 Scale: 1 "= 20' 20 0 20 40 Scale in Feet L _ LIX UTILITY POLE & GUYS. JV.-✓...4 TO BE RELOCATED 1 J i I vI C i -`_ I 80 LF SUPPORTED BY PILINGS Q I I t� i I FOR: City of Port Orchard 216 Prospect Street Port Orchard, WA 98366 SCALE: 1 "= 20' DATE: Sep. 12, 2011 DRAWING NUMBER 091331-401215 SHEET C5.9 It " I � / 1 " 1 I ' 1 /1 , I ' 1 1 " / I ' 1 / 1 , I I / y / ®` EX IE 9' 11:0E WOOD / / BOX CULLER' 13t , PROPOSED ROW BOUNDARY X SS n'4 JS'7 tiu 10.55 PROPOSED TEMPORARY tf 11 T4p� E a" COXO. SC SW-5.71 CONSTRUCTION EASEMENT Cf �_ 6" CONC. NW (ABANDON, b) Yj EX 3UI MG �/ EX„�JILLING ;� '•. i �. YL,�/1L11.Cl1CL�111// l _�-��.�� . , �"�`` "`�•-�°fie _ f: .. / !'. �� .. , „' �.. �..�f"'�' *- S SSSS _ x 1� \ CITY LIMITS ss lX APPROX. WCON OF s ATI. oN" f Fy '� ep��t/yc =X 10" CONIC. WALL - EX IF 36" CONC. N LX SS MFI nLIFT STATION) (NOT MEAS.) - - ss EX SSEX II / / C / a7 / I / / / / / EX CATCH BASIN f 12' CONIC. N 8.69 �\ CMP E 9.91 E 2' CONC 5-886 REMOVE EX CUR' inclair Inlet SIDNEY TIDELANDS) / / / / / / G'oo- -t; SS CC EX SS,..H-J I RIM=71.76 RiM=i�.'o9 r CONC. IE=9.S9 o � o / I __ / d I Bay Itt --- --- u , - I -� 9"x 9" CONC_ BGLLARDS (TYP.) o ID o" END 30:1 TAPER '_ 12" CMP IE-13.85 '/' EX CATCH BASIN \(� RIM 14 30 1 \ -So hill •E 12' CUP N 11.60 I RIM-15.tt IE 12" CMP E 12.55 NC. _ I° 12" COh S37 IE 12" CPEP W-1230 r a" CONC. S 10A / BEGIN 30A TAPER LINE TABLE LINE LENGTH BEARING L76 5.76 N87'44'01"E L77 33.22 N7749'45"E L78 39.89 06-5914"E L79 29.51 N74734'48"E L80 30.05 N7470eO4"E L81 22.07 N74-46'26"E L82 24.51 N76-52'59"E L83 34.55 N8614'53"E CURVE TABLE CURVE LENGTH I RADIUS DELTA C45 5.71 109_ 4 2'S903" C46 14.20 100.DO B'DS3V C47 30.19 299.34 5'46'44" C48 51.85 299.92 9'54'16" C49 79.17 1 676.67 649'22" C50 45.82 1 305.00 B'W24" -BENCH MARK ELEVATION =15.50 MAG NAIL SET IN SIDEWALK STALL SIDEWALK RAMP NOTE: ALL STATIONS REFERENCED FROM A -LINE SURFACING LEGEND GRASS/ LANDSCAPING PAVEMENT MARKING LEGEND HMA Jr (PG 58-22) Jb r WIDE WHITE EDGE LINE WSDOT STD PLAN M-20.10-01 GRAVEL (C.S.LC.) ® 4" WIDE DOUBLE YELLOW CENTER LINE WSDOT STD PLAN M-20.10-01 ® 18" PAINTED STOP BAR WSDOT STD PLAN M-15.10-01 CONCRETE (SIDEWALK OR BRIDGE/CANTILEVER DECK) ® PAINTED CROSSWALK WSDOT STD PLAN M-15.10-01 ® 18" WIDE PAINTED WHITE BARRIER LINE ® 4" WIDE BROKEN YELLOW LINE FOR BICYCLE PATH PER PER MUTCD FIG 9C-2 8 4" WIDE SOLID YELLOW LINE FOR BICYCLE PATH PER PER MUTCD FIG 9C-2 REVISIONS DATE ^ 1�7 L-'i N.L, Olson & Associates, Inc, Engineering, Planning and Surveying (360)895-2350or(360)876-2284 2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366 y '� $e` et w4 e esf Gt `4/ON TRAIL. ALIGNMENT AND SURFACING PLAN -BAY ST/ RETSIL city of Port Orchard Pedestrian Enhancement ProjectDRAWING Mosquito Fleet Trail Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26, Township 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington. FOR: Cityof Port Orchard 216 Prospect Street Port Orchard, WA 98366 SCALE: 1"= 20' DATE: Sep. 12, 2011 DESCRIPTION 9/12 WCHECKED s/t2 NUMBER 097337-407216 1 9/12 ACCEPTED SHESHEETC5.10 ._ — TOTEM POLE DESCRIPTION / Sinclair Inlet / / / / � PLANIMETRIC DATA PROVIDED 8Y / v e / WARD C. MULLER 8 ASSOCIATES y: / / / TRAIL BEGINS BEGIN STA. 6+57.50 I I I , DAITJM / I I I / I / I 1 NGVD 1929 Scale:1"= 20' I I 0 20 40 I I I Scale in Feet I I / _ ALINE STA. 88+0107 164.90 LT / 20' TAPER TO 0' SHY ( I —NOTE: EXISTING BOARDWALK DISTANCE FROM EX RAIL /1 ri/ SUPPORTS TO BE BROUGHT UP TO (-1' SHY DISTANCE CODE PRIOR TO TRAIL CONSTRUCTION I I —oHW.- �—OHW OHW L�� I oKW��oHW OHr`--- —oHW 77 ® SHP TER re— _ 20 TAPER .an �fY` v _— I r u ^N INNER HARBOR LINE _® I `'I �'�7777TiJ7T77T/T/7%7l7//T7 /777T/TT7/,%/ii'Tj77JTT7TT//i I • Irj, 1 GG o 10 WIDE CURB"'— � XTR 'L'EO CON.,. CURB (t r—k 1' SRY DISTANCE FROM `. EXISTING TR)&-,-., RELOCATE EX AS SHOWN U: EXTRUDED CU PARK-:l, -:ALL I _ I I RELOCATE EX�RB ISLAN AS SHOWN USING 18 \ ryI EXTRUDED CURB II L II I! �J -T .1 .I X _r. I, -ads (I >.1 RELOCATE EX CURB AND AS SHOWN USING�4�SLLF W - EXTRUDED CURB' Z U__ i _� a1 Y N9D' 00' 00.00"E , i � J I W BRIDGE RAILING (TYP) I ( A LY F; 1 i. JX N �F III till j r I i RELOCATE EX CURB"ISLANJ AS SHOWN USING 40 EXTRUDED CURB I I ,/i I 1 1 a ✓ d I I 8 857.088 BAY 1 I R- S,TAURANr I � j 1 1 a { •� I n REVISIONS BY DATE A L%J N.L. Olson & Associates, Inc. Engineering, Planning and Surveying (360) 895-2350 or (360) 876-2284 2453 Bethel Avenue, P.O. Box 637, Port Orchud, WA 98366 �d V k ssfaN L QA 11 STORM AND GRADING PLAN--MIARINA BOARDWALK City of Port Orchard Pedestrian Enhancement ProtectDRAWING Mosquito Fleet Trail Situate Within GOA Lots 1, 2, 3 and 4, Section 25 and within GOVL Lots 3 and 4, Section 26, Township 24 North, Range 1 Ease, W.M., City of Port Orchard, Kitsap County, Washington. FOR. Cityof Port Orchard 216 Prospect Street Port Orchard, WA 98366 SCALE: 1°= 20' DATE: Sep. 12, 2011 DESIGNED RPJ 9/12 NUMBER 097337-407217 DRAWN JAT 9/12 CHECKED NL011 9/12 APPROVED SHEET C6.0 ACCEPTED 119 / AEr'o 1 119 LF 5-+IIGH_Wh 3 WALL,...-- I' NOTE: EXISTING BOARDWALK 8' HIE 3 "1 I I 1 I % �fiK 0+28_WSTA. 0+54 GUARD BRIDGE_JWLING J/ SUPPORTS TO BE BROUGHT UP TO CODE PRIOR TO TRAIL CONSTRUCTION I i Sinclair Inlet I �1� wot�w�j/r�;l 1' SHY DISTANCE I (SIDNEY TIDELANDS) i I.1///l1LlL1L'j� _ __� /•' d op: FROM EX RAIL I i PILINGS (TYP) I DATUM i ` �- _ 1y �/a PLA GAP FOR ACCESS 1 1 NIMETRIC DATA PROVIDED BY I 4=9M T' AT RAMPS (TYP) I I WARD C. MULLER & ASSOCIATES z — '' NGVD 1929 !� .. ` _Az 24 19' EX 14' CCNC. WAI.�_✓^9i" I I W�%i �`% I _ -'tact'' �4 -0.0 II Scale: V= Zoe C�' _ i — t Coco- 0 20 40r� 7'.HI6H TYPALL 5 �Dew �.�. 1 - I S HIGH E - t ttn-k ;..✓ y 2962 a :.; / r /1 - I I , - - Scale in Feet f )-. STA. 0+910�WSTA -v41PROXNIATE I i 1 c •� - I Y ,•� -/- .: .,.4s;.- l I / /' tX PLr,Y AYLt)� X RAiL. 1 f �` :;% C ;100D-.' , .� •%•r'�s' �t�.,. Ch,P� I `F/ I \I / RELOCATE EX CC \' AS SHOWN USING p EXTRUDED CU al / I I I I BE REPLACED WITHEX BOARDWALJ< ANKS TOGRATING I r r ,.0 i I: T>y.. SEE DETAIL SHEETS SI.0 1 PI COVERED PICNIC AREA � x3.s, 1 - ,� t 3 �/ /1 ...:/� wi�=L C ''•/ �'' _ .. ,. II ��BW-11��5` BY1=13�;.. R A, - EX WOOD CURB reca F#-T'(f - pµ , ,l I% " "V,' BR s �`'' / /�iV� cuARD BwDAttyc%% --_ I / /fNQG�:'z9l.ee I°` IGH TYPE 2 WALL.../ CURVE EX ROCK MCNJM hT 1 A 0+00 TD-STA. ENING / 1 fit k. I . 6�.Z• "•zC6W=17. 22 iY APING ___ I� EX FpE Ot COtiC SEA A L I / (h i -`-� -. -- EX LANDSCAP D ISLANDS (YP.} ' T� - `} WALL �� �I 16 LF THIGH TYPE t W - _ - j xtc.a; .1,.,r J/ i :' TW-21.0 %"11A to TYPE 2TA. 0 / TYPE 2 W k 1 36" BRIDGE RAILING (TYP) zI I�•� i F. ,. '� Y _. . I — - .QvO M ' WALL rEC,rNC..,JRt3 (fYPI � x �' I 1 '%T�TYP WALL o, Ss -7X PARKING, STALL (i.P) r _ , EX GAZt C r �: ..L ,.�i xses0 -��� h`r� /�/ � 3�bIIGH;�Y t -S7 >;.i2 1 �60 ,.5N, J I - - } a f�/( / '\ a VC N- 5$2i = I 1 ' TA. O /TO/5TA. + 5 / ~ W .l V I r t /// 1/ jv' � �I. YARD RA Z //. ' l`r`-`?t` ` \ I i ,_ x- L �. / 4 1. /sZ yc �' 4 c/ ?I 2- JS I Q J \ hr w2,. ie / 4 W I �' RELOCATE EX CU ISLAN J , �JI �- i 1 (/�' I AS SHOWN U 40 LF�5" I EXTRUDED CURB r^'�_' I _ I : •�6�; �--X ,a - ASiti /� ' ' �� \-q".,`�i i ',�, ,oss I �o - xzass / V �/ EX CATCH BAS-N ' I 1�... E7 iE 10" I I I Q I // If BENCH MARK t-- _ ✓� // RIM 22.42 - R t;.•3 f 1 i� / I ELEVATION = 9.95 r ,i .' `.(F` I - y!•/ / j/ /' / IE i2" CC) C i9.42 pG NAIL SET IN - iL C: 5-21 35 .I FY 1 1I,,,w 1 r fit- j ys 'r 1C" ONC. S 2062 P V.€MENT I � IIE 8" CONC. S t9 I I 1.088 HAS N I I t I EX WH-EL -Al, / RAMP y YrCRi d EX PEMNSULA FEED � 1 �I al 1 1 DESCRIPTION O y `z„z J \` / > 11;`X REST R00ai.' may, l `., IJU. GJ ¢/ '! f L mFTA@s REVISIONS BY DATE A STORM AND GRADING PLAN -WATERFRONT PARK FOR: SCALE: 1"= 20' DESIGNED RPJ 9/12-1J N.L. Olson & Associates, Inc. Cl of Port Orchard DATE: Sep. 12, 2011 .��o� a, City of Port Orchard Pedestrian Enhancement Project DRAWING NUMBER DRAWN JAT 9/12 Engineering, Planning and Surveying CHECKED NL011 9/12 (360) 895-2350 or (360) 876-2284 stONA sv% Mosquito Fleet Trail 216 Prospect Street APPROVED i Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26, Port Orchard, WA 98366 ACCEPTED U97337-407218 245313ePhei Avenue, P.O. Box 637, Port Omuazd, WA 98366 Township 24 North, Range 1 East, W .M., City of Port Orchard, Kitsap County, Washington. SHEET C6.1 /2— / END WALL END WALL TW=10.35 75.19, 90.18 LT \ / STA. 13+9.60, 100.05 LT BW=9.5 (�/�- \ o DATUM / / Sinclair Inley�� �' / �' \ - / / Bty=g 5 STA.N7 3+55.43. 93.55 LT SIDNEY TIDELAND;S�I/�/� BEGIN WALL BW=8.0 STA. 102+94.12, 89.15 LT � NGVD 9929 TW=9.9 -- -- / BW=9.0 QUARRY SPALLS 64 LF 4Y GUARO n� e D WALL BRIDGE RAILING Scale: 1 = 20 ; STAA702+87.99, 87.37 LT r T- Ayty / xaea , w=t0:2- aHW zo o zo ao ew=15 / / ! /! ,, --WALL F Scale in Feet / / , ///,J r i �� 4sLF 3-HICH TYPE t WALL- /.22" GUARD BRIDGE.-i2AY1[ _ - �/ �4• Gl.: `� �C -a y '`�'_--•� \, BEGIN WALL _STA. 102-+6H 4z. 98.26 LT / -�- ' BW=7.o -�oNw _�---�_ .`�-. ,BVk90 /'i, _." ¢ =4.f34 W . r� BE �.` `. / TQ':g AIN I�/ ,.! / \ANp • r w ---- - , • e�.r A. 0+g /79 L / /% ,' I Q 1 i / ti / = EX _A-- H 3AS;N. % Ji.� - -� 4w sr ---t8q 4 / -- / / / \ /1 / , zc r , i I «Hi.L / CFEp S 592 �1 j� �o.z� t - ' OI,. o /-__ ._.-_ iX !0"x1. D�' CONC.-OO�U;dN �- P) / g`t %7 .v 32z ,c IE 12 CFEP E 5... l j i1 - _ r %rio l EXJat �, ,, Fs WALL vF - - --- -- k ,J / a 8" PVC � WALL G H , ` / . —/ / u , I \ \ IE B" FVC S'' _ % 0 LF 3° HIGH TYPE V WALL / - ` `42°-GOIARQ �J7IQGE RJNG °"-... y �v W/ 42" GUARD BRIDGE RAILING �r MEANDER LINE - --- MARKS. � / Il;/ � ,• � 20.04-` _...T �6 _WALL E -.. -6 , / a ii iG it .. - .. - .. _ .. 10 LF 5 TitGH E-3-WALL -- % 1' i•, _ 1 / /'- i a �"`- �. / �. l -EX Su MH INSIDE CURVE WID_(NC��._.t - .;;.r EX CA-CF BAST / / /•' _ !t s' RIA?- y eM / 49 _ � 1j i, FOR C75 & C76) �. `-1c o > �26 o /} - Y_�_' O� • 9 `. `^ `� - ._. - ~`�,- OHW r / xdc2 ( ' C. t , / L_„2-- t'F? Se S.L6 EX SIDEWALK & WALL E E 777 T T C �� TO BE REMOVED M,tCH G q"8�-_ f x RAD v cuC 72 ��rry --w'----- PROPOSED, CONSTRUCTION EASEMENT - , .�$ ! Zt - ny�s TW-19.5 --- ss- ° , rU o� �5 -�Sq=Olsy F BW-18.o 1 �. , GAP IN RAIL MAY M i �" BE REQ'D FOR; i �.t �G =X r•�, N - jiji. to...`.`S ExISTING STARIRS i - t ) = 5 HICH TYPE 3 WALL TA 0+99 S� F19w `- '�. ✓ 7 r , , �XTR�DED rJr23._ sue` �� __.� y ��.[� _'� �X 6' CONC. _ \\ /!-•�-��_-��.. m 55 �°�\ t _ Wit. >.t o �r1PF ss l nPF 42 GUARp BA<( ,, j /-"`-.-- "_--,,...".�--•..� u_.r 3``�� `1 ' _ ° '' _ i\ 'Z� 4 VA I J>'5:0 X. �� y . _ gin/ �t l '�^� ® / E:00 X c5 M X SS ML / i�-_�'\�_ EX UTILITY"t `l `�..��., 1�"'�._ \ i 60 LF 36" BRIDGE RAILING R!M-/G.y4 ib-1928 ��'-` \ o / IE 10- IV, RE - - \ - _ 1' �.,- - & ry \ �l -/ =X -NC CJRB & UTifR 12 59 'F 0" V59 ^ _� • ` ``�� \� - �; _ ~•s f TO REMAIN $ n IE i2 D: SW = - - `\i, / D=10.0793 a /�- ----EX 3" EX.aD�U CURB SN12.68' / L=87.958. R=500.000 \�, N70' S3' 22.61"E +� '�a, Fis%`- x YDRANT �o \ -, _ V' o y� S 18" BARRIER STRIPE RELOCATE% ABANDONED POLE \ - ��\ X RAMP \ 8.340 \\ / TO BE REMOVED �`"^' f\.,• \/ \ 80 LF 42° GUARD BRIDGE RAILING \ n \,• \ Ex SS MH­ C 10 6-46 I .Z` [ tO" PVC 7'=13.46 44.,RELOCATE EX JJ $tr , \ J V/ / Ic B° "LAY � / �- POLE &GUY \ R11111. E B's C'_AY E-=7-5 9 =G FM=7 52 A -LINE STATION NOTE: ALL STATIONS O 111RSECTI0N BAY ST / \ ` ` 0 REFERENCED FROM A -LINE & SECTION LINE / / e REVISIONS BY DATE �, N.L.Inc.STORM `ice 1\Olson & Associates, I Engineering, Plannin and Surveying B n B (360) 895-2350 or (360) 876-2284 2453 Bethel Avenue, P.O. Jim 637, Port Otch" WA 98366 '0y 3S 19 czQ' srox E - AND GRADING PLAN-ROCK`i'ELL City of Port Orchard Pedestrian Enhancement Project Mosquito Fleet Trail Situate Within Gov L Lots 1, 2,3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26, Township24 North, Range 1 East, W.M., of Port Orchard, Kitsa Colin Washington. g � P County,� FOR: /-r Cl of Port Orchard 216 Prospect Street Port Orchard, WA 98366 SCALE: 1"=2O' DATE: Sep. 12, 2011 DESCRIPTION DESIGNED RPJ 9/12 DRAWING NUMBER 097337-407219 DRAWN JAT 9/12 CHECKED NLOII s/12 v APPROVED SHEET C6.2 ACCEPTED I 1 TW=TOP OF WALL IBW=BOTTOM OF EXPOSED WALL Sinclair Inlet I BEGIN WALL (SIDNEY TIDELANDS) STA. 106+36.02, 58.86 LT TW=10.3 1 BW=9.6 I I END WALL STA 106+10.24, 59.36 LT TW=10.0 BW=10.0 RELOCATE I EX POLE & GUY BEGIN WALL EX SDCO TO REMAIN 3' HIGH TYPE 1 WALL 3' HIGH TYPE i WALL 4' HIGH TYPE 1 WALL STA. 103+72.18, 105.30 LT TW=10.25 I ADJUST TE TO FINISH STA. 0+85 TO STA 2+75 STA 0+00 TO STA 0+50 STA. 0+50 TO STA 0+87 TW=10.1 BW=6.8 TW=10.0 GRADE ELEVATION BW=9.7 WALL H _ BW 9.3 BW 80 TIN10.3 TW-103 TW=10.3 TII TW=1M4 PROTECT &IRETAIN 275 LF TYPE iWALL ; . BW 8.8 BW 8 B BW 8.6 BW=7.0 BW=7.1 - - W/ 42" GUARD / 1__ --< :-. - _ - _ - BRIDGE RAILING s - _ i " -._.,� ._'.":.�,, _ ;-^"� ---oHw- ._... ..i O 7 z I 1 II 1 I DATUM 1 1 NGVD 1929 I Scale: V= 20' l I 3' HIGH TYPE 1 WALL 20 0 20 40 WALL J STA. 0+87 TO STA 2+19 219 LF TYPE 1 WALL Scale in Feet W/ 42" GUARD BRIDGE RAILING 1 �1W=10.5 1 END WALL BW=8.8 STA. 108+13.32 83.32 LT MATCH EX IXi BENCH MARK HA _ - / MATCH EX GRADE CLINK ELEVATION = 10.47 _ _ ------tt---- SCRPING NCE MAG NAIL SET IN PAVEMENT] RELOCATE \ / EX POLE & GUY e ✓f/7, i7✓T/ :'T//�7- /TT/7TT/TTlf/�77�1 /T/ram/ TRALE F T CROs}q SLOPE $ 14' HIGH TYPE 1 WALL i Y ATTACH 11QiT TO POLE \ „s.OVER 3 Zt E X ^1GHT f STA 0+00 TO STf 0+85, i ( MATCH EX GRAPE NG PAVEMENEX T -+�-�I --_ ` �TO REMAINEf it: -474 RELOCATE & REPAIR ! zye, IX LIGHT P I !,8 1 y,a$A 0_26.6214 rn N90' 00' 00.00E E 1,PYN x`a5' ITT/ �. 246.240 ! E\ I F xpass / 3A,8Ab R=75.000 o A -LINE ! �I I J \1 % Ex sT :-'Vf=Nf C_ PAUL \\ �� I �I I�� �2 -/ ✓, ` EX C:.CH BASN RIM9.33 JE R S I� I'p �j'Tf/T/f/yT/T7TTTT%T 1 IE 8" PVC S J.63 zeas VA i Yz I / 1 V I I I V T77T7%7 TTTTT� f7n7, 7�T/T/lTfTT/7TTTfTTf� 77 I I 9 Ex CoNiFORT INN' I W I 1 Z J I ail F I I \ Sinclair Inlet ! \ 1 (SIDNEY TIDELANDS) END 2' SHY DISTANCE -36.02, 58.86 LT BEGIN 2.I TAPER \ STA 11M+63.14, 62.41 LT BW=6.0 END 20:1 TAPER END 1' SHY DISTANCE \ BEGIN V SHY DISTANCE BEGIN 20:1 TAPER STA 10fi+8296, 65.11 LT T1Y=10.1 \ ry�9.8 BW-6.0 BW=5.0 END 20:1 TAPER BEGIN 2' SHY DISTANCE ! 1' SHOULDER STA 107+20.61, 64.98 LT I -r`X P" PVC It-5.47 Tw=10.4 BW=71 _ - 1 - Wo. � END 20:1 TAPER %7TT - Tf T TTT/T/TJTI/,iT/Tli / GIN 2' SHY DIST ' , I� IE STA. 107+41.18, 50.P0 LTf :LOCATE EMOVE IX POLE { \ POLE & GUY y I END 20:1 TAPER 2' SHY DISTANCE BEGIN 0' SHY DISTANCE 20:1 TAPER 60+43.38 45.01' LT BEGIN 20:1 TAPER i END 0' SHY DISTANCE --t--- I NOTE: ALL STATIONS STA, 107+1.30, 53.11 LT i - ; REFERENCED FROM A-LINE-� ALTERNATIVE, STA. 25+50 TO STA. 26+50 _ TW 10.6 1 _ = BENCH MARK _ 0HW. T-rn+w- - oNW. - i ELEVATION = 10.68 W- - - Q,MAG NAIL SET IN PAVEMENT =„-za• ^�. ' . 'p, ;t I REPAIR EX �- .. - ., ,pp LIGHT POLE 'ELOCATE & REPAIR 1INSIDE CURVE i1 ! WIDENIN )1 s t� 1 �N t RELOCATE 55 LF 42" GUARD fX LIGHT P LE \ I � BRIDGE RAILING 1 WALL K '-W 1 42 LF 3' HIGH !� $ TYPE 1 WALL 1 I f i \ x9J3 1 I � }pI 1 - s 076Z d , X CATCH BASSN� .-4 \ M- BIl4 1 ( \ - 8 PVC t 6 64 I i p L 8 3VC SW 6.69 z sss 00 601 11 1 /I 4' INSIDE CURVE WIDENING I \ 1 . LU N Z o I 1 p g pk a 1 REVISIONS BY DATE A � dk& l\.L. Olson & Associates, Inc. Engineering, Planning and Surveying (360) 895-2350 or (360) 876-2284 2,453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366 ,� a w Ao'° 8�at W 1 +'4 3toNAL 80 � STORM AND GRADING PLAN -BAY FORD City of Port Orchard Pedestrian Enhancement ProjectDRAWING s`� Mosquito Fleet Trail Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov t Lots 3 and 4, Section 26, 'Township 24 North, Range 1 East, W_M., City of Port Orchard, Kitsap County, Washington. FOR: Cityof Port Orchard 216 Prospect Street Port Orchard, WA 98366 SCALE: 1"= 20' DATE: Sep. 12, 2011 DESCRIPTION DESIGNED RPJ 9/12 DRAWN JAT s/12 NUMBER 097337-407220 CHECKED NLOII 9 12 / APPROVED SHEET C6.3 ACCEPTED i 1 1 BENCH MARK ELEVATION = 10.68 I AG NAIL SET IN PAVEMENT i l•, 1 I �., REPAIR EX 1 '1 tl LIGHT POLE xow 1 DA Itl 1 I 'i NGVD 1929 1 x ass I li; 1 Scale: 1 "= 20' DESCRIPTION Sinclair Inlet STABALIZE WITH QUARRY (SIDNEY TIDELANDS) SPALLS AS REQ'D BENCH MARK ELEVATION = 10.74 -o---- ^Gex MAG NAIL SET IN PAVEMENT 52 L1lW/ 42' GUARD xass BRIDGE RAILING X TOP 0' 2" IR N PIPE = E.95 xcs WALL N � 217 LF WALL W/ -r--'- a END WALL _ __ _ 42" GUARD STA. 114+29.61 14617 LT ., .j ,F - ___ _-- - -ryDGE-RAILING t C TW=10.50 f - t BEGIN Lt -^-�. STA.1 5+1.13, 120.70 LT -- a.,c Z TW-10 50 Z BW-8.70 -- - "WITH+ SERIES OF _--RELOCATE SMALL ANGLE— 20 0 20 40 - - `.�. EX FIRE HYDRANT _ �- - _ �� _ - ---�. POINTS AS REQ'D % -� �•oN/r .w'' / --_",-�� a ,`-'•� '��- f30LJ,ARD - -- ._.._....5 I xcs• - - e _ Scale in Feet TW=10.50 ~� _ BW=850 `'- & TW=10.78 _`"� o� asi �_oAw--..._�oRVX 69 \V AA" 55 LF 42° GUARD TW=10.50 fy / i y BRIDGE RAWNG WALL L - % i_v !,'�� ssa EX CAT, BASS xs" �• � -� _ 9W onw aew '-o0w o —oHW 204 LF 3' HIGH E7WALL `` / aUMP FOMP-_-"i— \ I W/ 42- G MU -HT NDRAIL .. r.!o.az LX ASPH.,LI Si OP RIM 632 / ,\\\\`\ , - cn -- _ _ - _ T9'P 1. / % i „= TOP OF 8" RO:V Pirt=4.62 0 WALL FOLLOW CURVE D WALL o SERIES OF AN i ,�� >-. PROTECT do RETAIN STA. 714+9 24, 1 LT77\ toss--- �`_ BEGIN WALL I / _ STA. 112+32.95, 98.8 LT POINTS AS REQ'D ' �,3P ^�' og �� x;.�*. CB &PIPE Xj2j �Tyy-10.807 WALL K TW=10.30 TWO - "� %� \ _ WALL M xrnsa BW=10.OA 42 LF 3' HIGH \ / 1 TYPE 1 WALL BW=9.50 ,BW=9.1 oH� �'� \� xe.ac 1 `, -.. 155 LF 5' HIGH TYPE 3 WALL \1 f' + 42' GUARD BPoDGE SAILING REMOVE EX BOLLARD BEGIN \ -CURE "_X i0` COV.,C WALL i / -� e,t ^�' WALL TDYOLLOW WITH J 3/HIGH TYPE 1 WALL I 4' HIGH TYRE 1 WALL r f / STA 113+48.55, 117.29\ SEPoES OF ANGLE REQ D ` I -IE. "u• CONC.=.o 24 36 LF 42" GUARD 2 .l /A.-' *�:.. 1 ?�.� TW__UkN PQI SAS M ---+i 245'd 36' BfiJDGE RAILING gF/r-4+00 TO STA. 1+12 + 0 x'-" BRIDGE RAILING iT, % 11--- STA. 1+1 TO STA. 1 8 46 A36' BRID RAILING -t0.0 10.78: /7TT, , EX SI IDE: AnE,4� i ft` i /�,�/ -\ B xt V ' s -'� ; W 9W 8.30 ✓ �,� 7771,' T/r1 X 10" CONC_ WA-_`\}� r-. //iii"'. % .7 x :Lzs L` s tt �:;pi'_--*-�'+m/ - / i D0C•!c J I T�l%'1�T17T�7i7Ti 4' INSIDE CURVE �'' ; a � � / i� \� _�--=--- `—_�.� Y�c7'lTTTI/TT/T17."TTJ.'TT.T/ / i. TIT WIDENING f� J l, 10 �4' INSIDE CURVE/`. i WIDENING ! i ,yY% •.a� i TO BE REMOVE�15 ` 125' SPAN ! w E,-TT/T�717TTTTr�� 1 ` 00.0 MATCH GRADE ALONG SOUTH SIDE OF TRAIL 2% SLOPE TO NORTH rob A5 f EX ROCK VO t1EN1 1; 6' WADE ACCESS POINT l _ X 7FBJ /;/: , 11 i 1'I r �` l __ i_ ��"�X kEMGR.AL"1iK� ; i,�j, ;Y -°'- > 9 LF 36" BRIDGE RAILIN ;_ J 1 4 Z ! I_SrWB-40 TURNING RADIUS ViE5T0AY BC:LO�T'C EX 4' CONC. IC X E,CTC' f �'' �.. - 'i � RIP -10 C7 t _ ' _Mr} tg `13'1t -� i I El CON �I 1-- t t 60 223.255 It �� t t •, m A t `� l 1 \ /� it - 1 - T j i ��\ ti t m T.'l1k1 I Iil itr 1' �{ 1 11 z , x c� n,3 NOTE: ALL STATIONS REFERENCED FROM A -LINE I i 1 1 EX DUMPS=trt LsdCLOSJRE \I REVISIONS BY DATE A L-J N.L. Olson & Associates, Inc. Engineering, Planning and Surveying (360) 895-2350 0� (360) 876-2284 2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366 ' °* '0y Raoa sae° �u� Serox EV�tt� STORM &GRADING PLAN -BLACKJACK/ WEST BAY City of Port Orchard Pedestrian Enhancement Project Mosquito Fleet Trail Situate Within GoV�t. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26, Township 24 North, Range I East, W.M., City of Port Orchard, KLtsap County, Washington, FOR: City of Port Orchard 216 Prospect Street Port Orchard, WA 98366 SCALE: 1"=20' DATE: Sep. 12, 2011 DESIGNED RPJ s/12 DRAWING NUMBER 097337-407221 DRAWN JAT 9/12 CHECKED NL011 9/12 APPROVED SHEET C6.4 ACCEPTED s \ ��31 HIGH T37PE 1 W L 1A 17 Sinclair Inlet D WALL S q. 116+ 11, 2 LT (STONEY TIDELANDS) � � � \ WALL o�� BEAM WALL 108 LF 3 HIGH TYPE , \ STA. 1Tj+33.3 , 03 LT W1 42• GUARD BRIDGE R NG o DATUM Scale: V= 20' NGVD 1929 20 0 20 40 Scale in Feet \ \ M9•00 FOLLOW CURVES WITH A SERIEq i 20' TRANSITION TO 10" CURB 8 \ BW--J�O OF -SMALL ANGLE POINTS AS/ \\ STA. 120+96.34, 91.43 LT \A OCATLt \\ REO'D � � \ TO STA. 1 P1+16. B ' 919.2 LT IX'SI '\ X : _" IMP I�.-i.�' MIN TOP OF CURB EL=9.22 \\ /'ICTO`RE_MAIN \ 4 36" HIGH HANDRAIL \ o \ xeBs i X CAI 4 AS6J HIM- b 54 s.e; REMAi _. _ zees r.X G rRCDF�� URd / ss.. ._ U - NEANpLR EX GRASS =&"-+ _x9t' � \ Ss—Sc� x +. G.Ja \FM'_'1_ — ^� ai•'�_'•nssw..�,—w 1 � �J�—A- PARKING -_-rM-. �"• SPACES S}.OWN- FOR ILLUSTRATION ONLY, _ NO PAIF7T_MARKS_$EOb 1 I I I I DESCRIPTION REVISIONS 4) if u co r ` Tw__9.00 ` ,� 5 z-. `/` END'WAl_L `TA. 1190+'L453y128.14 LT \„�` 20 —?@ TRANSITION 0" TO 3" TBWW=88.5 35 LF 36' H HANDRAIL TRANSITION CURB TO INSIDE-OF'EARRIER-.. ____ ___`---_- -1�1i 42" HIGH GAURD �- -.\ BRIDGE RAILING 1 LX CATCH BA xs:e --9ao- - - -- _ +*� _ - - ON CANTILEWER-... RELOCATE \ RIM 7.56 \-1- IX SIGN F `6' CONC. N ; I 1 y N - LX AVIEL PARKING D5 lF 3V HIGH HANDRAIL \"� nxe sss ss E"M C8O��jj'��. CURB A6_510 . --- F EX EDGE 017 ASPHALT DVER_AY �✓' x9,57 Bay Street x9�e x ssc � Ixt0.e" x1C_3) `� z9.a2 x 9,79 ".63 0.N_iTION 0" TO S� ss_ W 105.75nI-V '&&�22 LT Y J#(_ i CURB STA. 119+k4; 103.22 LT-) 703fiA'��S20+04.38, 90.13 LT MIN TOP OF CUTA_(-=9.2 _ _ 7�/�, 1R SITI TOE . 3 LT I -\lT/TT7TT/J/il%/T/T/T J�T/77TTT/T/.//T lIT%/t�T\,.,x(ose 4 I __' - -- - - xio.,a� 1,4 ¢)�_STA120+9.34, 1. LT T N H,JP _ l 20' CURB STA. 1184 -TO STX-1 --------------- IX CATCH BASiN- dM=6.27 1 :E MPI W 6.E E 1 CMPI d E I EX BU:.LDING 1 �/T%l/777TT/7TiT l- ...-l7TT/TT7T%/ EX BUILDING \ I INOTE: IX GRAVEL PARKING o I TO BE PAVED UNDER A I SEPARATE CONTRACT I Perry Avenue NOTE: ALL STATIONS IREFERENCED FROM A —LINE ff `2 1 NC. - 0.39 i a.�s `-8 LF 1 9 HIGH CUR OUT F 3u t s A 4T TRAN ~ o TO 9' CURB STA. 120+19.34, 91.28 LT I TO STA 120+6634, 91.39 LT -X ':iBASIN- 2is1 .2- CONC. N 6.6c 1 I -BARRIER END SECTION ISTA. 12+11.64, 90.27 LT 1 � I L-1- 1 BY DATE A 7 L-J 1� TAT •L. Olson & Associates Inc. Engineering, Planning and Surveying III g Y g (360) 895-2350 or (360) 876-2284 WA 2453 Bethel Avenue, P.O. Box 637, Port Orchard, 98366 'O 7919 {'� ST6RQO +� er AL EWr'� I STORM AND GRADING PLAN WEST BAY/ BEACH City of Port Orchard Pedestrian Enhancement Project Mosquito Fleet Trail Govt.'t. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26, Situate Within Township24 North, Ran 1 East, W.M., Cityof Port Orchard,$itsa Washington. � p County,� FOR: City of Port Orchard 216 Prospect Street Port Orc WA 98366 hazel, - SCALE: 1 "= 20' DATE: Sep. 12, 2011 DESIGNED RPJ 9/12 DRAWING NUMBER 097337-407222 DRAWN JAT 9/12 CHECKED NL011 9/12 APPROVED SHEET C6.5 ACCEPTED , , - / 10" HIGH CURB / STA. 121+21+61 4,9 LT , TO STA. 921+61.34, 91.56 LT , a, — -- e.rs 8 LF 12"0 ADS = ----------- .._-- OUT FALL -IN RIP-W — ---- _ EX 72' .,Ivy. I!.=-6.54-- _` — 12" CONC. IE 6.1�, 20' TRANSITION TO 9" HIGH C STA. 121+61.34, 91.56 LT TO STA. 121.81, 34, 91.60 LT MIN TOP OF CURB EL=9.22 CB TYPE 1 W/ STD GRATE TE=8.39 IE=6.39 .x X clr�=za4i' i II 19' HIGH CURB STA. 121.81, 34, 91.60 LT ITO STA. 122+71.34, 91.78 LT 1 i II Sinclair Inlet / DATUM , (SIDNEY TIDELANDS) Scale:1 20 NGVD 1929 20 0 20 40 Scale in Feet , , BENCH MARK- - ELEVATION = 8.60 / / _ — ---- --- -- --------- _---- -- , —. / - - MAG NAIL SET IN PAVEMENT -- — — - 30 TRANSITION TO 4" HIGH CURB - STA. 122+91.33, 91.04_LL__ --- - -- --_ ----- _-- --- ----- --- - -_- - --------._ --- _5 - CO . _---Tfl-'STA.-'I"23+21.33, 91.69 LT MIN TOP OF CURB EL=9.22 0 _ — xs57 EX "2 O'vC is S o�i !cNr� 20' TRANSITION TO 7" HIGH CURB STA. 122+71.34, 91.78 LT TO STA. 122+91.33, 91.04 LT MIN TOP OF CURB EL=9.22 MATCH"£11MR7 DRAN VALVE MH 'E 12" �ZTRANSITION 44 TO 0" HIGH CURB STA. 122+91.33, 91.04 LT TO STA. 123+71.33. 91.69 LT MIN TOP OF CURB EL=9.22 II I Bay Street 1RB & GUTTER x 5e.2c x 10.32 SS SS—..1s 5i_—=+'-'SS—.�—_—. SS_--__�..I--SS 55---• 12 x10.Y ° �I Y B �7T/T�7rr �rrrrrr.! I rim IFX 3Uf DING I i I i W� o I I o I g o Z I 1 1 I i I II`I Perry Avenue NOTE: ALL STATIONS REFERENCED FROM A —LINE x+c 7- -_ 11.2. A-�s L-X 12" CONC. IE-8.94--// I I CANTILEVER SUPPORT SPACED 25' ON CENTER (TYP) SEE DETAIL SHEET S3.0 =X 'CATCH 9.SIN L'; SS M•: M 10-36 RW `;8 12- CONC 906 iE 12 CONC - -.� 0 1 0 o I LLJ) o 1 I ZI I I J II`B U I REVISIONS BY DATE A L--J N.L. Olson & Associates, Inc. Engineering, Planning and Surveying (360) 895-2350 or (360) 876-2284 2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366 " '0 7919 4Q' °raeG} MAL BIq STORM AND GRADING PLAN -BAY ST SOUTH City of Port Orchard Pedestrian Enhancement Project Mosquito Fleet Trail Situate Within Gov't. Lots 1, 2,3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26, Township 24 North, Ran e 1 W.M., Cl of Port Orchard, K9tsa Court Washington. ^"="'r' gtr p County,SHEET FOR: City of Port Orchard - 216 Prospect Street Port Orchard, WA 98366 SCALE: 1"= 20' DESCRIPTION DESIGNED RPJ 9/12 DATE: Sep. 12, 2011 DRAWN JAT 9/12 DRAWING NUMBER 097337-407223 CHECKED NL011 9/12 APPROVED ACCEPTED C6.6 Sinclair Inlet (SIDNEY TIDELANDS) SC8fe- 1'=20- NGVD1929 20 0 20 40 ' • _ I i i I �- Scale in Feet - BENCH MARK ELEVATION = 10.37 ,. MAG NAIL SET IN PAVEMEN/ -- — —� RELOCATE FX UTILITY POLE {-_ C _ Ulf D'N is t --'-I — . I—.._ X PLhLD"7 'r , EX o CONC. WALL-� I I 1 I---� I I I� I I I I I N29' 49' 39.71"E _ �- "_.�'__ Fit --FM EX 10" Lxmu�')a �e - -Street — -f—E w a e� ..... S15ACES tr� z° �. PROTECT &.-R€TAIN2t LX 2 CO\C. THIGH TYPE 2 WALL J- ti. fi STA. 0+00 TO 0+67 iE 5=8.75 I I 1 I �tt' HIGH TYPE 2 WALL ---� STA. 0+67 TO 2+07 f 1 EX BUILDING EAIrS-� I I I GI I W 1772.997 60 1 0 1 o I o 1 Z I vs I I I i I Perry Avenue NOTE: ALL STATIONS REFERENCED FROM A —LINE -- ,x 8.COS—H a" WALL',_-- OC"( aLL-------® BACKFILL WITH STRUCTURAL EX 8" \I 18" WIDE BARRIER STRIPE FILL BEHIND SEAWALL BEGIN 30:1 TAPER 7 HIGH TYPE 2 WALL `-WALL R STA.2+07 TO 2+21 46 LF TYPE 3 I 1 5' HIGH 40 LF 42" HIGH GUARD BRIDGE RAILING ( I I TE=8.90 1 1 33 LF 12"0 CMP S=4.4% I I I I I o I 1 0 Ilk REVISIONS BY DATE A L11J N.L.Olson & Associates Inc. � Engineering, Planning and Surveying (360) 895-2350 or (360) 876-2284 2453 Bethel Avenue, P.O. Box 637, Port Omhazd, WA 98366 � 4'sgto L ova STORM AND GRADING PLAN -BAY ST NORTH City of Port Orchard Pedestrian Enhancement Project - Mosquito Fleet Trail Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26, Township 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington. FOR, City of Port Orchard 216 Prospect Street Port Orchard, WA 98366 SCALE: 1'= 20' DESCRIPTION DESIGNED RPJ 9/12 / DATE: Sep_ 12, 2011 DRAWN JAT 9/12 DRAWING NUMBER 09%33%"407224 '.. CHECKED NL011 9/12 APPROVED ACCEPTED SHEET C6.7 Sinclair Inlet (SIDNEY TIDELANDS) Scale. 10= 20' NGVD 1929 , - /20 0 20 40 ' , �, �. ' CANTILEVER OVER EXISTING WALL , , Scale in Feet W 42" HIGH GUARD BRIDGE RAILING - / ON OUTSIDE (0' SHY DISTANCE) K 10.17 I I " - - .. -' �' 3 (EA) PILING SUPPORTS/'' /' / / ♦ ♦ y\ 20' SPACING ET IN PAVEMENT I I I "''" - ' LINE E% UTILITY POLE �' EX DECK TO BE REMOVED2��- / TO REMAIN ���' ���� ♦♦ - — 73 LF REMOVABLE CONCRETE BARRIER -•`_....._G..._,r„ --. ._-..__._.. .__-.-- - . ._-_. _ __ ._ ��L - �`" , Ex -p. Pv- "��-�. STA. 137+02.87, 111.03 LT & RETAIN T + T L - __---- - y 1�-_2_ - _ -\ W RAIL (42" TOTAL 1HEIGHT) IE--3 � _ _, 2---`t � �u:LDiNG 1 ON"2 - _ NOTE: RAIL ON INDIVIDUAL SECTIONS SO 1 _ 5 BU I 'EX DECK �Y- �! - HARRIER_CAN BE EASILY REMOVED./ -__ _ - '---___. -.. --I - 4-- - / Y CONC uE { - , ,{ x 1 7o!/li , EX 0E^I( �F --- - -- - _ ---- --- SECTION _ - . . '.!i:.` L- r_v _ 01l1y _" .._ _ .. _._ - - xssz - ,r1\ \,n -ti• / RELOCATE EX SIGNS s FX-'O�sl Xf tU L CW H ys C C'X �:X JERSEY BARRIER- v , c7--Y-''�- _ - \ BEGIN WALL -c>---5, Sz � _ 9�z 1 x Bay Street xy.>:, 1� L //p, _ r x;G�4 \- -4 STA. 137+32.98, 148.75 LT M 5 END :1 TAPER xc.n xass--ss—__ xs_ \` �t ` 1 TW11.7 r xgg5 55—_-._cG xc.pq = 11.0 AY y _ r BENCH MARK ...r ��%��tP 11.5 CONCRETE MONUMENT "NOS ss (--,o--�Ex cR } J J !---__ ___�• X f3U::yWG ', 1 I� RELOCATE/ENCASE PER SURVEYOR } 13 LF 12"0 CMP 9 CGNC. .-:� Ss el- - ------ - ,� ; / - ,�- % , I `` �,\ �'-- +- "- s 1�- A kAiL 1e 5-7.67 12" CGIi G. =3.68 I I 1 -+� a ; -� } _ '-f.X 12" C0'JC IG /.45 PROPOSED E.P. `' __ rs _ , , €x CATCH s451r z- ALONG E% LRA `\ \ \" n.4\ TO BE REMOVED CONNECT TO CB r \ ,� R M 8.87 t0 �( -i 1 \ I \ BW'-8.0 i _4 / \ / ,72 LF` EMOVABLE CONCRETE BARRIER IE 8" PVC N:V 5.8� Lam' \ \- 2' INSID CURVE 'y`� �i I�� I \ S 13`Z+29.91, 132.73 LT AREA PROP D `1 I S� ACES <iai41DENING J �` S ( \ � I� I, `\ �h\ TO`\SS�TeA. 137+55-74, 112.56 L I I CB TYPE I 1 1 1 I WIDENING TYP \ U I I 10'x25��� SS M-1 '1_ W BEEHIVE GRATE „` } _ W/ IL OtQ, INDIVIDUAL SECTIONS / I (-- 11.35 \ J 11 , 1 \� \42" TAIL 'HEIGHT) I I TE=9.50 I I 12'CONC. -3--?8 >t-- I I I WALLS 1 IE=7.45 I 1 i 1 EX We L--y` ¢ ¢ ADJUST LID AS REO'Drt6 LF #ALL 5' HIGH TYPq 1 W/ 42" EX GRAVE BARK:NG �� � � � � T� TO B61 REMOVED �h E DARD5597LBRIDGE\,RAILING `STA. 7+129.48 13;<3ADE BREAK f Z oC iC - BASIN-_ ,I ;jf , I o I o 1 0 ` , - f I t 1�1 I I I { , 01_F 36"\HIGH�RIDG€ RAI)JNG 1 t I - IE e PVC K _ e-78 v 1 _ V` I• { � �, 4 I � � R€MOVE & RGCON$'CRUCT\ y jj 1 1 1 1 I ��SoO 7 08�,, \ '�!�j \ \ EXFENCE 11E 12 CPcP S _ �s EX ,_ PAP .=7 62-PROTE�T & RETAIN' RELOCATE EXE�UYS'f i( Q NOTE EAM T MAK BEE%&OuREO D)E 2V EX S. 'ITARY SEVER - AU-v,L�—.I.l x 0.64 o I ` Perry Avenue MATCH EX\\GRADE AT FOG,)JNE I I U { RELOCATE EX UTILITY POLE RELOCATE EX POLE & TELEPHONE RISER { -X FENCE � — E REPLACE EX WATER METER LID m t= I ( I / / I WITH TRAFFIC BEARING LID I r -------- NOTE: ALL STATIONS w REFERENCED FROM A -LINE I 1 MATCH LA _ _ "\ It '' II x •� �" RELocaTE Ex MAIL Box LEE REVISIONS BY DATE ♦ STORM AND GRADING PLAN BAY ST CORNER FOR: SCALE: 1°= 20' NO. DATE BY DESCRIPTION DESIGNED RPJ 9/12 L%!& N.L. Olson & Associates, Inc. City of Port Orchard Pedestrian Enhancement Project City of Port Orchard DATE: Sep. 12, 2011 DRAWN JAT 9/12 Engineering, Planning and Surveying 'O - T W4' DRAWING NUMBER s CHECKED NL011 9/12 Fysz Mosquito Fleet Trail 216 Prospect Street (360) 895-2350 or (360) 876-2284 a1, s�G♦ Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4. Section 26, Port Orchard, WA 98366 097337-407225 APPROVED 2453 Bethel Avenue, P.O. Box 637, Port Orchud, WA 98366 ACCEPTED Township 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington. SHEET C6.8 Sinclair Inlet (SIDNEY TIDELANDS) \ ` � I I21 I1. 1— a 1 1 6 638.152 1 o I !f 1/16 SECTION LINE 1 1 1II 1 LEI -----L ----�------�------L--------�----------J Lawrence Street NOTE: ALL STATIONS REFERENCED FROM A —LINE\\ I \ P REVISIONS IBY DATE A �7 T d-� N.L. Olson & Associates, Inc. Engineering, Planning and Surveying (360) 895-2350 or (3 W) 876-2284 2453 Bethel Aveoue, P.O. Box 637, PortOahazd, WA 98366 '� J ¢&89 �4 s T. `47oN u $ STORM AND GRADING PLAN -BAY ST/ TRACY City of Port Orchard Pedestrian Enhancement Project 1 Mosquito Fleet Trail Situate Within Govt. Lots 1, 2, 3 and 4, Section 25 and within Govt. Lots 3 and 4, Section 26, Township 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington. DESCRIPTION ESIGNED RPJ 9/12 RAWN [APPROVED JAT 9/12 HECKED NLOII 9/12 CCEPTED A20' NGVD 19Scale:20 BY 8 PILINGS Q o � FOR: City of Port Orchard 216 Prospect Street Port Orchard, WA 98366 SCALE: 1 °= 20' DATE: Sep. 12, 2011 DRAWING NUMBER 097337-407226 SHEET C6.9 / NGVD 9929 Sinclair Inlet , } Scale: 1 20 I (SIDNEY TIDELANDS) 20 0 20 40 Ex BRICK PAY: RS- Scale in Feet EX PARK TO REMAINO_ - V \ / / 1 Y' S12 f' ✓ ' UU,p/ TO,Bi CQNVERIED �'C / / / v 3% _ �TOMOd-0RGYCLE ORCOMPACT PARKING PROPOSED TEMPORARY/, / / --� 1 - ,rl_ t — I r i g ll_.-_ - a t .`' '(2 `CL.€ARANCE FROM YRAILAESll�) / CONSTRUCTION EASEMENT / _ -' �- 1 4x ,CH BASIti - -_ / / �/ /' !te ,6.5 �/ _ _,� - - O, \., xt1�b `'.dy1 / i; 1l 1 .il �.i ;URt r ,2 COiC N 6.69 ­ts "2' C'AP C 9, �uZKtNG _ xssa: ROW TEND TR - p , t5 %PARKING SPACE - --_ E 12` CONC- 5--8.8"c \/ EaAv% /OPO E /. _ _ '� TO BE REMOVED �h IE W.OL ,OC u k �.37v I PROPOSED ROW BOUNDARY Ek S3 Mii REMOVE EX CURB %: \\ RAM=10. PROPOSED TEMPORARY ///-� //_�►$ _x�� - _ `�� \ R� \ 1 \ / a" C('h- Sn.. 7 / CONSTRUCTION EASEMENT 'l� / �/i ;'\ F- e" CC+N,., 'N (ADAKD Mb) x s„ we — "� 6 1X BUILDING _ ..i- ¢= " :; �;�,ysm ND / "-cX 9"x 9" COyC. BGL! P.ftJS (Tv?.; BENCH MAR 20:1 TAPER t / i i C j //i o" 3a TAPER PE ELEVATION K 15.50 t �tf. IF 13.85 / / / / In, MAG NAIL SET IN SIDEWALK \ \ \M / 1 0— SHOWN 1 f S PROPOSLIGHT FOR ED E CLARITY ON �•� .. '� ____ . v c - /t /p" - ` '� /` ca`� ., f GRADING PLAN ONLY \ \ INSTALL SIDEWALK RAMP \ \ EX CATCH BASIN \. g AN I *tt2a S, r _ c, „ �- RIM i4_ 0 ," _ _ SD MH 2 ..1P N 11.60 R Ia.s4To? X ��." " CMF 12.55 4 E _X Sf E� 'I_Al-: ��� Rit/ .257 It 12,JCONC N 93/ 12" CPEP 'N-1230 i b" CON C. /J LIMITS ss -.- x,55 ='63( TEX ,.uIDtNB /•`• iE3 COGS i•J 41 al BEGWn30:t TAPER -LX AP cn- rJ, VE _ Ex SS tx Ss hi:i ,c;e f /" �- �X SS CO R;y1 14.69y (Lf AT�ON) / Rlk"-',t 76 B"C_NC. IL-9g9N84'40'33.70"E o SZ 634.060 Py3' �.•: � /g ��� ` i\ (h0i 4flAS,, / cX 10" CONC. WALL-/ .�/�� �` � / �/ � ;b � EX !E 36" CONL'.=i..i4-� 0 I NOTE: ALL STATIONS REFERENCED FROM A —LINE pY $,y � SCALE: 1't= 20' REVISIONS BY DATE �, AT 7 STORM AND GRADING PLAN -BAY ST/ RETSIL FOR: N0. DATE BY DESCRIPTION DESIGNED RPJ 9/12 L+J 1\•lr. Olson & Associates, Inc. City of Port Orchard DATE: Sep. 12, 2012 City of Port Orchard Pedestrian Enhancement Project DRAWING NUMBER DRAWN JAT 9/12 Engineering, Plannin and Surveying a a e o �4 216 Prospect Street g 9 g o Mosquito Fleet Trail CHECKED NLOII 9/12 (360) 895-2350 or (360) 876-2284 Ss10N L EN Port Orchard, WA 98366 097337-407227 APPROVED � 4� Situate Within Gov't. Lots I, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26, 2453 Bethel Avenue, P.O. Box 637, Pori Orchard, WA 98366 Township 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington. SHEET C6.10 �— ACCEPTED DESCRIPTION NOTE: PORT OF BREMERTON TO ENSURE SUPPORT MAINTENANCE IS - PER CODE PRIOR TO BOARDWALK MODIFICATIONS. ........... 42'. GUARD .. .. . 12' TRAIL BRIDGE RAILING X 12"0. WOOD PILE .., EX 1rx3 PLANKS i TO BE REPLACED WITH GRATING CONCRETE TRANSITION -- CURB _� _A 2 6 BRA,.KI I A i "r CONCRETE—-, r �X 3.P--RAP/SANE`- a (TO REMAIN) TRAIL SECTION STA.11+25 SCALE 1"=5' 1 TRAIL fL 2' SHOULDER 5'--t5' [2' SHOULDER 2.0% MAX. SIDE SLOPE `ON TRAIL �� 2' SHOULDER LSHOULDER SLOPED AS SHOWN (6:1 MAX) 2.5" HMA CL 2° PG 58-22 (WSDOT 5-04) 2° CSTC (WSDOT 9-03.9(3) "TOP COARSE") 6° GRAVEL BASE (WSDOT 9-03.10) 4.5" CSTC ON SHOULDER TYPICAL ASPHALT TRAM SCALE 1'=5' I TRAIL rr --2' SHOULDER WWF ICRETE WSDOT 9-03.10) 03.9(3) "TOP COARSE-) OPTION 1 TYPICAL CONCRETE TRAIL SCALE 1*=V EX FENCE— '1 . j j�—EX SRUCT RE y ................... .................. .......... .------- ..........y............. -...... ... i 2' CURVE WIDENING t0' TRAIL 2�,GRAVEL SHOULDER T....... '1 ...... .. 2 SHOLIIAER--{ ...PE - .. / TYPE 2 CONCRETE WALL .. - -...- � ...../ :... ..... ................. :...... 2.5'. HMA 2" CSTC 6" GRAVEL BASE 4.5" CSTC:ON SHOULDER- - - TRAIL SECTION STA.13+86 SCALE 1,=5, T �2' SHOULDER SHOULDER 10' 7RAIL I3 - BRIDGE RAILING 12,5% . TO BE REMOVED ; W^ TRAIL SEC11ON STA.17,40 SCALE 1"=5' REVISIONS BY DATE ,, A=JN.L. Olson & Associates, Inc. Engineering, Planning and Surveying (360) 895-2350 or (360) 876-2284 2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366 'dq s 1�4' 6s9t Nov A18(�, TRAIL SECTIONS STA 11+25 TO STA 17+40 City of Port Orchard Pedestrian Enhancement Project Mosquito Fleet Trail Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26. Township 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington. FOR. City of Port Orchard 216 Prospect Street Port Orchard, WA 98366 SCALE: Ie=5' DATE: Sep. I2,2o12 RPJ 9/12 DRAWING NUMBER 097337-407228 FACCEPTED JAT JATNLOI 9/12 9/12 SHEET C7.0 EX ASPHALT TO BE REMOVED - 2':SHOULDER 10' TRAIL 2' SHOULDER IS 42" GUARD BRIDGE RAILING V _2z IIw _ —2.5z - 1-18" BARRIER STRIPE .... ..... .. ... ...... I 2" C.S.T.C. 2.5" HMA I " i SAWCUT EX ASPHALT TRAIL SECTION STA. 17+90 SCALE 1'=5' TRAIL SECTION STA.18+72 (ROCKWELL AM ACCESS) SCALE 1'=5 TRAIL @ 2' SHOULDER 5' 5' 2' SHOULDER s ... ....:........ . .. . .....:........:... ...... 36" BRIDGE. RAILING.. . EL=11.57 10z � - 10z 10 - 2.5" HMA - 2" CSTC 6" GRAVEL BASE 4.5" CSTC ON SHOULDER TRAIL SECTION STA. 20+00 SCALE 1'=5' NEW LOCATION f< UTILITY POLE I x—EX UlulY POLE _ i . .............. ... .---f-.......:........ ........:........, .. r EX :ASPHALT TO AI REMOVED - SHOULDER � 10 TR L I SHOULDER12' ...... - z- .. .. .. .. : ..�- - EX BUILDING ... ' 18" BARRIER- STRIPE ON:EX ASPHALT `SAWCUTEX ASPHALT X WALL 5" HMA N .. - .................. - - -.. TRAIL SECTION STA.18+05 SCALE 1'=5' 2' MINIMUM ' ........:.. f ... SHOULDER - I 42" GUARDS BRIDGE RAILING t2% 0 f .. . 5 ---!:.. ........ ......:... . . 3' HIGH TYPE 1.WALL - 2' GRAVEL . ..SHOULDER........ MATCH EX GRADE 1-4.5" CSTC ON SHOULDER 25" HMA 2" CSTC GRAVEL'6ASE . .............................. TRAIL SECTION STA. 21+50 SCALE 1'=5 J71 TO BE REMOVED j..l. 2 10' TRAIL 2' SHOULDER - .SHORW ....J.. ..... .... . J ...... . ..... : ...... ..... o. 42' GUA - W: BRIDGE RAILNG _ 2z : _ a r_—. �I �18BARRIER STRIPE 0N iI I �I I � I `-SAWCUT EX ASPHALT EX sA1 I I - 2.5" HMA 2�� .C.S.T.0.:.......... ........ ; ............... TRAIL SECTION STA.18+40 SCALE 1'=5' TR/JL t .... .................. _........ .. ...... - ... _. ... .. . 2 -SHOULDER 5' S' 2' SHOULDER_ 1' CORNER WIDENING 36° BRIDGE RAILING EL=13.6 f... .. .. .... ..I ........ .......................... ......... .............. .... L 25'- HMA ....................... _ ............... 2' CSTC 6" GRAVEL BASE 40 FILTER COURSE ON SHOULDER TRAIL SECTION STA.19+10 SCALE 1°=5' 2' MINIMUM - SHOULDER : TRAIL@: - 42" GUARD : F ......... BRIDGE RAILING-- - - - 5'�5' .- .. 2' GRAVEL 15 .... . � SHOULDER o EL-10 25 MATCH EX GRA DE I 2x 2x 2z _ 2%10 . :_ i 4' HIGH ti t, �" 25" HMA TYPE 1 WALL 2' CSTC 4.5" CSTC ON SHOULDER - 6" GRAVEL BASE 5 ...... -. ...----........:..................:........ TRAIL SECTION STA. 22+75 SCALE 1°=5' REVISIONS BY DATE A A=JN.L. Olson & Associates, Inc. Engineering, Planning and Surveying (360) 895-2350 or (360) 876-2284 2453 Bethel Avenue, P.O. Box 637, Pori Orchard, WA 98366 14 �A '09+ a8 113 +,4 1,DRAWING 9`YION Sir'} 4 y `` f TRAIL SECTIONS STA 17+90 TO STA 22+75 City of Port Orchard Pedestrian Enhancement Project Mosquito Fleet Trail Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26, Township 24 North, Range 1 East, W1v1., City of Port Orchard, Kitsap County, Washington. FOR: City of Port Orchard 216 Prospect Street Port Orchard, WA 98366 SCALE: r=s DATE: Sep. 12, 2012 DESCRIPTION DESIGNED RPJ 9/12 NUMBER 097337-407229 DRAWN JAT 9/12 CHECKED NL011 9/12 APPROVED SHEET C7.1 ACCEPTED TRAILS : : 6' TALL CHAIN LINK SCREENING FENCE 2' GRAVEL - 5' _ ,:� 2' 5 .......... SHOULDER .. .� 5 �.SHOULDER .. �I .. ..... . :I 42" GUARD: : 3Q 'EX PAVEMENT :E BRIDGE RAILING N� TO REMAIN 2% i 2% p - . . . . EL=10.64 2.5" HMA 2" CSTC . ...... 6". GR'AVEL'BASE ...... ............ . 3' :HIGH TYPE 1 WALL - TRAIL SECTION STA. 24+35 SCALE 1'=5' TRAILCL : 6' TALL CHAIN LINK SCREENING FENCE 2' GRAVEL 5 - SHOULDER. ...5' . 5... .. 2'. SHOULDER ................ ....... . 3 MATCH EX GRADE i ' MATCH NI 2% EX SLOPE,, p 427 GUARD > INSTALL 'IN EX PAVEMENT, BRIDGE RAILING MIN 2' EMBED ?F 2.5" HMA /- 2" CSTC ....... ._ / .. .. ... . 6". GRAVEL BASE ....... ........ ..... . ...... ........ . 3' HIGH .TYPE 1 WALL. TRAIL SECTION STA. 26+78 SCALE 1'=5' . TRAILS` 5 .. _ ,2' SHOULDER. .5' 5'... _ .2'_SHOULDER.. ....... ... . . 4' CORNER WIDENING 6' TALL CHAIN LINK SCREENING FENCE p - .: ... . . ....... '... : MATCH EX GRADE . 0% SIDE SLOPE 6:1 .. MIN. 2' EMBED (TYP) ... .. 2:5' HMA..:.. ........................... 2" CSTC _ 6" GRAVEL BASE (USE AS FILL) TRAIL SECTION STA. 29+45 SCALE 1'=5' ¢ - 6' TALL 'CHAIN LINK SCREENING FENCE 2'. MINIMUM 5, 5 2' PAVED 5 ... SHOULDER.— :• . - ..SHOULDER.... - ... . - -X BUI:.D ING t2% t yq. L1'l._ 42" GUARD BRIDGE RAII—W. 25 HMA MATCH EX GRADE } 2' CSTC ....... 6" GRAVEL- BASE .... ...... . . ...... — - 3' HIGH - - TYPE-1 WALL TRAIL SECTION STA. 24+76 SCALE 1'=5 . _2' GRAVEL FMA1,CH 5'^5SHOULDER ....... ....i'CORNERIWIDENINGOPES ' 6' TALL CHAIN LINK SCREENING PENCE - - EX GRADE �4........:. ......................I �2.5" HMA 2" CSTC 5 ... . - ... . _ ... .. _ .. .. ... - . . 6" GRAVEL BASE - - 4.5" CSTC ON SHOULDER EX ASPHALT TO BE REMOVED, REPLACE WITH LANDSCAPING - - n TRAIL SECTION STA. 27+85 SCALE I =5 LD 5 5 5 _ .. .. _ .2' SHOAL...... - . ..... ... .. .. . 42" GUARD 2.5. CORN BRIDGE RAILING WIDENING SOLARPEDESTALLIGHT . f i uAicR SLOPE:Ex rAT 200 FT INTERVALS �0 : : 1... SAW CUT EX . ASPHALT 2.5" HMA 2" CSTC TRAIL SECTION STA. 3I+03 SCALE 1"=S 6' TALL CHAIN LIP SCREENING FENCE i5 ..........2' GRAVEL-- - ..... ...5, ... ' .... 5, ... _ -2' SN SHOULDER— - 42" GUAR y� EX UiL'; BRIDGE RAILING a - - . ..WALL PER. �28 2% OTHERS - � J 5t ..... - ...: 3' HIGH TYPE 1 WALL. - I7 TRAIL SECTION STA. 25+85 SCALE 1"-W BUILDING OUTER WALL NEW LOCATION 2' MINIMUM .......: - SHOULDER - - � 5'.---L�5'=l ' .2'.SHOULDER... - . ..........:...... . 6' TALL CHAIN LINK �1 SCREENING FENCE F ( 31 yl—MATCH EX GRADE . 42" GUARD BRIDGE RAILING_. 'y~ - -2.5" HMA - 2" CSTC - --_-. -. �.!/ ...:....... 6' GRAVEL BASE ...... . .:.........:........:...... . - 3' HIGH TYPE 1 WALL: TRA L SECTION STA. 28+65 SCALE 1'=5 4Z GUARD f - BRIDGE RAILING - 2 SHOULDER - 5 - .... ............... - : 2' GRAVES .. - ...... 36" BRIDGE RAILING SHOULDER �5 .�=1 I 5� SOLAR PEDESTAL LIGHT r��A�T200 NTERVALS TW ...... . . .... ...... ...s .. .. .-- -. ... . .:....... .. . o- - - - - - - -. --- 2.5" HMA_ - V X ASPHALT REGRADE : REMOVE E 5 ... _ - - _ .... - � .... _ 2'CSTC � � .. � AND RE -USE BASE 6l1:RIAL FILL �- V GRAVEL BASE AS REQUIRED. S HIGH - - -- _ — — - - TYPE 1 WALL . - - - ..................................... TRAIL SECTION STA. 32+26 SCALE 1'=5' REVISIONS BY DATE A `z-J NLOlson & Associates, Inc. N.L.DESCRIPTION Engineering, Planning and Surveying (360) 895-2350 or (360) 876-2284 2453 Beehel Avenue, P.O. Box 637, Port Orchard, WA 98366 m �y i°.Ao g`3 9 0 'w4 o18T ae `TstOKA 8� TRAIL SECTIONS STA 22+75 TO STA 32+40 City of Port Orchard Pedestrian Enhancement Project Mosquito Fleet Trail Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26, Range East' ty p arty, Washington. Township24 North, 1 W.M.; City of Port Orchard, Kitsa CO FOR: City of Port Orchard 216 Prospect Street Port Orchard, WA 98366 SCALE: V= 5' DATE: Sep. 12, 2012 DESIGNED RPJ 9/12 DRAWING NUMBER 097337-407230 DRAWN JAT 9/12 CHECKED NL011 9/12 APPROVED SHEET C7.2 ACCEPTED 42' GUARD rT CENTER STRIPE 42" GUARD BRIDGE RAILING BRIDGE RAILING 2' MINI UM SHOULh a I 2' MINIMUM SHOULDER 3. EL=10.50 `2% t2y, EL=10.78 Ij -. STRUCTURAL FILL..... o ....... : ...... .... ... .. ..... . REPLACE W/ HMA (MIN 2"). 3' HIGH- . TYPE 1 WALL— — ;.� SAWCUT EX EP AS— 5 ...;. ., '�.. ... ..- 2.5" HMA ... ... REO'D FOR CONSTRUCTION.... . '5' HIGH 2" CSTC . :TYPE 3 WALL 6" GRAVEL BASE ' RE —GRADE & RE —USE EXISTING BASE MATERIAL WHERE SUITABLE 0 ... .....:.... ...:...... ..:... .. .: ... ............. .:... ....:..... ...:. ..... ..:.... .. .:. .. ..... TRAIL SECTION STA.32+78 SCALE 1"=5' 42" GUARD BRIDGE RAILING EX CONCRETE TO BE. REMOVED . I 5 .............. ............IN .WALL..... ....... 2' MINIMUM SHOULDER .....: . .......... 36" BRIDGE RAILING .. ..... . 2' MINIMUM SHOULDER I �.2% 1- MATCH EX GRADE EL-10.50 : I 2% 3' HIGH TYPE 1 WALL SAWCUT EX ASPHALT - IF REO'D 2.5" HMA - 5 ... . ....... ....... .,, ., ,..= ......... .. .2".CSTC ............ - EX CONCRETE . : TO BE REMOVED - 6" GRAVEL BASE - ........... ... ..... ..... ................. TRAII. SECTION STA. 34+53 SCALE 1"=5• 5............................ .......: . . ....... ........ i ......y� .......EL=9.55.............. .... . 36" BRIDGE RAILING - S GRAVEL ' - SHOULDER 5- ---I ----5' '„' I2' GRAVEL SHOULDER .......... .. I. I .. . . ;. .:. .'. EX GRAVEL TO BE REPLACED W/ 4.5" CSTC _ ........... .........QUARRY.SPALLS ............ .. .. ........... - - ...... . AS REO'D 2.5" HMA: WITH N140 FILTER FABRIC 2" CSTC 6" GRAVEL BASE - 4.5" .CSTC ON SHOULDER DESCRIPTION TRAIL SECTION STA. 36+51 SCALE 1"=5' 42" GUARD 42" GUARD BRIDGE RAILING : BRIDGE RARING ...... 5 ................. ................ - - - 5• 5' - -� 2' MINIMUMS xl SHOULDER ..... ..........:....... - - 2' MINIMUM SHOULDER E'0.78 = - = EL=[0.50. `_ 2% STRUCTURAL FILL L p -- -- - - - - - - - - - - - - - -3"HIGH.... .:, ....----, --. — -.-. - ' COMPACT TO 95% MDD . TYPE:1 WALL -- - - - ' ,fix-HMA. _ 2.5" REPLACE W/ HMA (MIN 2") - -'-. �2' CSTC --- - - —. -- — GRAVEL BASE .I -- — 5 -- - --- - ---�.� ..... ......... .... : - - ......... _. . .. ....I .. ........... _..... - . 5' HIGH SAWCUT EX ASPHALT TIDE 3 WALL - p.- ............:...............'_.........:-...-...:.........:........:. ... .. ..._..... .. .:..... TRAIL SECTION STA 33+27 SCALE 1"=W 42"-GUARD- BRIDGE RAILING :.... .._. ...... .............................. .:....... i- .... I 36" BRIDGE RAILING - 2' MINIMUM SHOULDER - 5� 2' MINIMUM SHOULDER _ - EL=10.36- 1 ............. - _ -- ---------- EL=10.6 (MATCH EXISTING) 4' HIGH . - 'e �SAWCUT TYPE: 1 WALL I . IX ASPHALT - _._—`- ....HMA..... . - 2 CSTC _ - 6" GRAVEL BASE 01................................ .......I 2- TRAIL SECTION STA. 35+21 SCALE 1"=5' TRA L SECTION STA. 37+16 SCALE 1"=5' REVISIONS BY DATE A A=J N.L. Olson & Associates, Inc. Engineering, Plannin and Surveying g Y g (360) 895-2350 or (360) 876-2294 2453 Bethel Avenue, P,O. Box 637, Port Orchard, WA 98366 r0.p 919 �'� o Taag° ssfo L B } TRAIL SECTIONS STA 32+90 TO STA 37+30 City of Port Orchard Pedestrian Enhancement Project - Mosquito Fleet Trail Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26, Township 24 North, Range 1 East, W.M., City oPPort Orchard, K1tsap County, Washington, FOR: City of Port Orchard 216 Prospect Street Port Orchard, WA 98366 SCALE: 51 DATE: Sep. I2, 2012 p. 12, DESIGNED RPJ 9/12 DRAWING NUMBER 097337-407231 DRAWN JAT 9/12 CHECKED NLOII 9/12 APPROVED SHEET C7.3 ACCEPTED ...........:............................... _ 1' SHOULDER —^{ t:' SHOULDER{ � I 4" CONCRETE: 42" GUARD --DECK 1 .......... BRIDGE. RAILING ... .... . , . d 2% EX RIP_ RAP APPROX 3" 4' THICK) MHHW 5.74 GUARD HANDRADJNG 42' TOTAL HT ABOVE TRAIL ELEVATION 2':CONCRETE BARRIER 2 SHY DISTANCE h_GC -INE X U'1yI d - liOVED SAWCUT EX ASPHALT i EX FGRCE bIAN 2.5" HMA 2"�CSTC 1 _ : 6" GRAVEL BASE (MIN) CURB & GUTTER W/ 9"HIGH CURB 5L_ NOTE: TOP OF FOUNDATION ELEVATION =1'-4" LOWER THAN EXISTING GRADE/TOP OF TRAIL. SLOPE FOUNDATION 2% TO MATCH TRAIL SLOPE. VARIES VARIES FROM 10" TO 0" MAINTAIN 1H:6V SLOPE R. 1• R. ON SIDE OF CURB MATCH ROADWAY SLOPE 0 10 1`t" R. 0 DEPRESSED/EXTENDED CURB SECTION GUARD HANDRAIL 42" TOTAL HT ABOVE TRAIL ELEVATION 2':CONCRETE BARRIER .. .......... ........10 IRAL— -- - - ..,..... ....._.. 1' SHOULDER I $.rEX FOGLINE TO REMAIN 1' SHOULDER ky, 42" GUARD 2' SHY DISTANCE BRIDGE RAINING € : 2" CSTC 4" CONCRETE EX CURB TO BE REMOVm- .......................:........... ;3'T:A1J11LL-VER- ..... .�. rDECK. g�... _.. .>.;- .........,..........;..... _.......:........... TRAIL SECTION STA_ 39+09 SCALE 1"=5' 2' CONCRETE BARRIER: i5...... .... . .. ................. .. ... ...-. ... ......... 1' SHOULDER I 1' SHOULDER s 5'5' 2' SHY DISTANCE 42" GUARD I 14" CONCRETE ;. LX N G 4ANE BRIDGE RAILING 10 ........ . LX .._. ..` ...A .... .. 0-R&- -O HE R.M 0 vkO -- - --- EX RIP RAP APPROX 3'-4' - THICK) ':? SAWCUT EX ASPHALT MHHW 574_ a r R F MAIN 25" HMA 2":CSTC — _ GRAVEL BASE CURB &GUTTER W/ 7" HIGH CURB TRAIL SECTION STA. 41+34 SCALE 1•=5' REVISIONS BY DATE A %J N.L. Olson & Associates, Inc. Engineering, Planning and Surveying (360) 895-2350 or (360) 876-2284 2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366 '0? Aaor ��' 9stoN $Nc'�� TRAIL SECTIONS STA 36+51 TO STA 41+34 City of Port Orchard Pedestrian Enhancement Project Mosquito Fleet Trail Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26, Township 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington. FOR: City of Port Orchard 216 Prospect Street p Port Orchard, WA 98366 SCALE: 1"= 5' DATE: Sep. 12, 2012 DESCRIPTION DESIGNED RPJ 9/12 DRAWING NUMBER 097337-407232 DRAWN JAT 9/12 CHECKED NL011 9/12 APPROVED SHEET C7.4 ACCEPTED 2' CONCRETE BARRIER H X 0 {-11V t SHOULDER c------- .,........ 1' 'SHOULDER. ..... ; - 10':TRAIL 2' SHY DISTANCE A 42" GUARD " 14° CONCRETE iJi 2.5" HMA BRIDGE RAILING DECK ; i2" CSTC 2%.. ...fi GRAVEL BASE - ..,. EX RIP -RAP .. .. .._... - -- APPROX S-4' THICK) MHHW 5.74 I.. ..... I ii '_IX r'FNe�1L PROTECT & RETAIN TRAIL SECTION STA. 42+46 SCALE 1"=5' 20 GUARD HANDRAILING 42" TOTAL HT ABOVE TRAIL 2' CONCRETE BARRIER: ELEVATION 1' SHOULDER--{ V SHOULDER 10' TRAIL 15 . .. . .......... ..... '. ... ..2 SHY DISTANCE — . 42" GUARD r L F BRIDGE RAILING 4" CONCRETE _,y ARD TC, 3 f � rEJ DECK 10 ..-.-.. ._ __. EX RIP -RAP %—SAWCUT EX ASPHALT APPROX 3'-4�— i THICK.) MHHW 5.75 - 1- �- — - 2.5":HMAr 1-__q..60 _ - " 2" CSTC i PROTECT &RETAI 6" GRAVEL BASE�,,,�HuX I: ,'4TIGDi TRAIL SECTION STA. 47+28 SCALE 1"=5 18" BARRIER STRIPE: 10' TRAIL 5 .. .....:..I' GRAVEL SHOULDER—j....... ....j. .... .... .. EX F0(3 ...... 42° GUARD---i TO BE REMOVED BRIDGE RAILING LA :URU IL JE ZFM D"., 5' HIGH TYPE 3 WALL ,; --- -- - o......._.. n• ....... € 1 2.5°: HM�SAWCUT EX ASPHALT MHHW 5.75 _ _ 2" CSTC ,\ --. 6. GRAVEL. BASE.; s : STRUCTURAL FILL ` /I iQX LkAA ION COMPACTED TO EX 8 SST..-M :95% MbD TRAIL SECTION STA. 49+91 SCALE 1'=5' REVISIONS DESCRIPTION DESIGNED DRAWN CHECKED APPROVED ACCEPTED 2' CONCRETE BARRIER: s - ... _ _ . 1' SHOULDER 1' SHOULDER -X FOG l:YL 5 ... ... .. ........... ... .. ...... w . .... ...... 10' TRAIL 2SHY DISTANCE 42" WARD E 4° CONCRETE i 2.5" HMA BRIDGE RAILING DECK i" r CSTC 6" - 0 GRAVEL BASE - EX RIP RAP APPROTHICK) 3' �/ THICK) - -"-"-- MHHW 5J4f-- EX 12" CONS - (\\-APPROX LOCATION EX 187 FORCE MAIN TRAIL. SECTION STA.45+36 SCALE 1'=5' 15 .... ... .. .... .. :�.... �! EX STRUCTJRt� I ti as SAWCUT EX'AS'HALT___�' AT GRADE MATCH POINT 5 ....... .............. 10' TRAIL 18" BARRIER STRIPE EX 1 0G i :NE TO BE REMOVED , i SAWCUT EX ASPHALT 2.5" HMA 2" CSTC 6" GRAVEL BASE �tiPPROX LCCAIiGN - EY. 18" `ORCF MAIN TRAIL SECTION STA. 48+60 SCALE 1'=5' 1' SHOULDER -SHOULDER—--EX .0G LINE 5 : - . _ . .10'-TRAIL.... - _ TO BE REMOVED ... - .78" BARRIER STRIPE 42" GUARD BRIDGE RAILING ' 4 CONCRETE �I X CURB TO Bc REIAOVEO SUPPORT FOR TRAIL BETWEEN 1 DECK WALL & CANTILEVER `_- 0 ($EE.STRUCTURAL. PLANS) '..... .. .v ........ 6" GRAVEL BASE 5' HIGH TYPE 3 WALL �SAWCUT EX ASPHALT 2.5" HMA: MHHW 5.75 P" CSTC _ -- 5 - _ - ~ - ' - . - ".GRAVEL BASE`, -APPROX LOCATION STRUCTURAL FILL rX 4EOPCE MAIN COMPACTED TO 95% MOO =� N.L. Olson & Associates, Ini Engineering, Planning and Surveying (360) 895-2350 m (360) 876-2284 2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366 TRAIL SECTION STA. 50+09 SCALE 1'=5' : 1' SHOULDER 42" GUARDI BRIDGE RAILING ; 2': CONCRETE BARRIER 1' SHOULDER — TRAIL .....[-X ' SHY DISTANCE r TO BE REMOVED 4" CONCRETE DECK i_ 4EU .. .. .. ..... ...... ' __......_-- !�SAWCUT EX ASPHALT TRAIL SECTION STA. 46+91 SCALE 1'=5' NOTE: TOP OF FOUNDATION ELEVATION=I'-4° LOWER THAN EXISTING GRADE/ TOP OF TRAIL. SLOPE FOUNDATION 2% TO MATCH TRAIL SLOPE. of 15 ... I- - .-... j R SIRi,-T-:R, 2 SHOULDER—{ to - APPROX.: GRADE MATCH POINT - - 5 .... .: .... .. ... 11 V `2.5" LL2 CSTC X P .,i;� 6" GRAVEL BASE TRAIL � ....... iy , . 18..BARRIER. STRIPE ..:..... .... . I ? x OC Lug k TO BE REMOVED �SAWCUT EX ASPHALT \ 2.5" HMA �-2" CSTC 6" GRAVEL BASE ; 4 r c;r. TRAE. SECTION STA. 49+40 SCAB 1"=5' 2' CONCRETE 1' SHOULDERI 1' SHOL IS... ..... ... ... 10' ., ... TRAIL- . I 42' WARD € 4" CI BRIDGE RAILINGI k DECK �2 - 6' CANTILEVER, � MHHW 5.75 - 5 ........ EX: RIP.-RAP��� i APPROX THICK) 0 TO BE REMOVED F2' SHY DISTANCE TE �_—SAWCUT EX ASPHALT 4 P o. T 3rs S., . 2 CSTC GRAVEL BASE 12" :iiieCR_ SS '/"- TRAIL SECTION STA. 51400 SCALE 1'=5 TRAIL SECTIONS STA 42+43 TO STA 51+00 FOR: City of Port Orchard Pedestrian Enhancement Project City of Port Orchard Mosquito Fleet Trail 216 Prospect Street Situate Within Godt. Lots 1, 2, 3 and 4, Section 25 and within Godt. Lots 3 and 4, Section 26, Port Orchard, WA 98366 Township 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington. SCALE: 1 "= 5' DATE: Sep. 12, 2012 DRAWING NUMBER 097337-407233 SHEET C7.5 2CONCRETE BARRIER 1' SHOULDER 0.5' SHOULDER --I 10' .TRAIL 42" GUARD I �11DECK NCRETE BRIDGE RAILING 6' CANTILEVER, ri MHHW 5.75 / S....-.. ....... / ' :EX RIP -RAP /=1 3 4'-THICK -r 6° GRAVEL 11 :LANE ----I---it' LANE _ _X r [,Ni l' SHOULDER TO BE REMOVED 2 SHY DISTANCE o - i -.a CURB I0 T- lCMOVED / SAWCUT EX ASPHALT SAWCUT EX ASPHALTT L PLACE 1' CDF AROUND JOINTS IF L REO'D FOR SS PROTECTION: / APPROX-OCA'CN 8' FORCE MALN .... ...... - ........ .......... . (PROTECT) 12" CONCRETT SS - 25" HMA (PROTECT) CSTC TRAIL SECTION STA. 51+56 SCALE 1'=5 20 _ GUARD:BRIDGE RAILING 42° TOTAL HT ABOVE TRAIL 2' CONCRETE BARRIER ELEVAl10N LANE-�11' SANE;............1 S LDER 42" GUARD 10' RAIL F11' DISTANCE . 3� BRIDGE RAILING �4" CONCRETE o �I EX -WALL TO BE REMOVED DECK I. 10 ON6Y AS REO'D 5.5' CANTILEVER SAWCUT EX ASPHALT- -SAWCUT EX ASPHALT MHHW 5.7 + AP RvX -O Fi ON HMA 5 ...................... ....... .. i to 2.5"CSTC - ........ 2 --Ei C w. Ri:7E SS 6" GRAVEL BASE _ _-�-CDF 12" THICK AROUND JOINTS TO - PROTECT EX PIPES DURING CONSTRUCTION DESCRIPTION TRAIL SECTION STA. 51+98 SCAM 1•=5' - . _ _ 2' CONCRETE BARRIER .. .. .......... ..----- --�-to'- TRAIL 42• GUARD $ 4" G( BRIDGE RAILING : I : DECK u.. ........... GUARD HANDRAILING:42- TOTAL HT ABOVE TRAIL - ELEVATiON 11' LANE-��-11' LANE1 cX.FOG i `.E 1' SHOULDER JTO BE REMOVED N 3' 2' SHY DISTANCE r oI a � EX CURB TO be REMOVED T :SAWCUT EX ASPHALT�� SAWCUT EX ASPHALT - -- MHHW:5.75 - - � It- - APT U L'JCPTON 5 .. .... i .. '.: .. -- ' =;, i 3" SSFdi ....... ...... 2:5"- HMA ... - EX RIP -RAP - / _ �3-4' THICK EX 12 CCNCRETL SS 6° GRAVEL BASE _CDF 12" THICK AROUND JOINTS TO PROTECT EX PIPES DURING CONSTRUCTION CB TYPE I W/- - BEEHIVE: GRATE TRAIL. SEC ION STA. 51+84 SCALE 1•=5 X A+� TO BE REMOVED ry 'c" ....:. . ..........:. TQ .DE REMOVER........ ......... - . ONLY AS REO'D.—� 42° GUARD BRIDGE RAILING ......... ... 4' -CONCRETE- DECK .. - . 5' CANTILEVER, . 5 .......... ...... ........ .. .. . NOTE: TOP OF FOUNDATION ELEVATION=1'-47 LOWER THAN EXISTING GRADE/ TOP OF TRAIL SLOPE FOUNDATON 2% TO MATCH TRAIL SLOPE. 5 ....w.................I .. EX RALL TO BE REMOVED - 42" GUARD BRIDGE RAILING REMOVE WALL AS REO'D FOR SUPPORT BEAMS �- MHHW 5.75 EX WALL IO-BE-REPAIRED/ REBUILT - -AN-AREA OF CANTILEVER. S CANTILEVER 2' CONCRETE BARRIER 11' LANE-_. i.1 .......... 1Y L.AN.E............... _ I 7' SHOULDER 3� 2 SHY DISTANCE i 'o 0 LX TO BE REMOVED _ - 1�1�15"HMA SAWCUT EX ASPHALT 2" CSTC GRAVEL BASE - APPROX. LOC AP.0 .... ... . .... . d ',8' SSFM 2.5• HMA =X 72" C`v';CRE LZ:SS 2" CSTC CDF 12• THICK AROUND JOINTS TO 6" GRAVEL BASE PROTECT EX PIPES DURING CONSTRUCTION - TRAII. SECTION STA. 52+82 SCALE 1=s -v, cO. ONE TO BE REMOVED . ` TRAIL 1 � � , - � :1' SHOULDER f : 18• BARRIER STRIPE - z _4" CONCRE fX CIA3 TO E. c_JEV; L' 0 3-1 iCK U�- .---2.5 HMA - _ SAWCUT EX ASPHALT L SAWCUT: EX ASPHALT-^ JI.-.rPROX a TON . EX 'B'yoRCE MAS4 � X -�-0•E :L S> 2.5" HMA s' .. ........... (PROTECT) .. - .... 2" CSTC PLACE 1' CDF AROUND JOINTS IF V-6" GRAVEL BASE 2• CSTC REO'D FOR SS PROTECTION GRAVEL BASE: TRAIL, SECTION STA. 53+85 CALF 1'=5 REVISIONS BY DATE A Olson &Associates, Inc Engineering, Planning and Surveying (360) 895-2350 or (360) 876-2284 2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366 '0p 1 ¢'� s r9E8 n�� sr0xet i e TRAIL SECTIONS STA 51+56 TO STA 53+85 City of Port Orchard Pedestrian Enhancement Project Mosquito Fleet Trail Situate Within Gov't Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26, - Township 24 North, Range 1 East, W.IVL, City ofPort Orchard, KLiSaP County, Washington. FOR: City of Port Orchard 216 Prospect Street Port Orchard, WA 98366 SCALE: I"=5' DATE: SOP. Iz,zolz DESIGNED RPJ s/,z=JN.L. DRAWING NUMBER 097337-407234 DRAWN JAT 9/12 CHECKED NL011 9/12 APPROVED SHEET C7.6 ACCEPTED EX BUILDING 0 18" BARRIER STRIPE .. ..... .., .__ - .._ ... ,...... .. 10' TRAIL _11' LANE -f---11' LANE I SHOULDER a� 1 `-EX VJALi. SAWCUT €X ASPHALT ;-" _-APPROX ECCA:iON: 2.5" HMA "� ...........:.'._..( ... EX. :18".S`:.FM.....:............:...........:...... 2 CSTC...... . GRIND WALL, CONCRETE & ASPHALT 6" GRAVEL BASE RE -SURFACE 1" MINIMUM CONCRETE TRAIL SECTION STA.54+40 SCALE 1"=5' �X �=oc urtE TO BE REMOVED IS... .. ......, ....... ......... .... ....... ._...... .... ,... ..... ... .. ... - .. .. - .... - ........ EX BUILDING ,\I i AR BRIER STRIPE : :1' SHOULDER F111" z a o I ` EX SURFACE) :� MATCH .i � � EX GRADE TO REMAIN :i`SAWCUT EX ASPHALT SAWCUT EX ASPHALT-�( 5.......................:........... .............:'._,.'�.•�,-AP° M ........ ........ ... .... 2.5" HMA ROX" LC�AT N' 2": CSTC CONCRETE DECK EX )a" SSFM 6" GRAVEL BASE 2" CSTC 6" :GRAVEL BASE 111 TRAM SECTION STA. 55+23 SCALE 1"=5' 2' CORNER WIDENING H :2' SHOULDER R ON EX ASPHALT 2' GRAVEL SHOULDER --I 5'--�5' I CONCRETE BARRIER 5 .. .........I......... .. ..... _ ... .. .. .. Co 2'-Y DISTANCE....... ........ EH Gt1ARC\AIL-� TO BE REMOVED 3 x `i'. 0 42" GUARD BRIDGE RAILING :. _ 2% 2%� - - r:. - .----_ .. ... ......... / ET - - - _ .. ... _. 0 i�r: � 25" HMA CONCRETE TRAFFIC BARRIER WITH EX RIP -RAP (APPROX 3'-4' \ 2" CSTC GUARD BRIDGE RAILING 42" TOTAL HEIGHT THICK) i : SAWCUT EX ASPHALT r GRAVEL BASE. MIN. 2 CSTC IN AREA 5 .. �.,.. .... .,...... ... OF EX ASPHALT... ......._. ..... ... ..... i n DESCRIPTION TRAIL SECTION STA. 56+72 SCALE 1"=5' --� 42' GUARD— : BRIDGE RAILING ECK EX W'COD PILINGS-/ UTILITY POLE 10 REMAIN -_X rOG LINE - TO BE REMOVED ......I .......:..... ........................ ........... .... .... ....... . ---70' TRAIL � : 17' 11' F18* BARRIER STRIPE - t' SHOULDER 4": CONCRE _ DECK = 2' CSTC: - - - --- _ --- AS ._l Ai VEL BLOCAi::nY SAWCUT EX ASPHALT---!:. _-`__!- EX iB"SSFM - .......-....................._ ........ ....f. CSTC...... :FOUNDATION SUPPORT - 6' GRAVEL BASE STEEL SUPPORT PILING TRAIL SECTION STA. 54+99 SCALE ram' •X FOG L NE _,--EX BE REMOVED .... :�-10 11' 123' :1 r-18" BARRIER STRIPE! I - � I--1' SHOULDER ex DECK, .X -01C i 0 TO REMAW TO REMAIN .. `_ 1 ... _ .. _ -- �_� ....... . - -SAWCUT-EX ASPHALT : SAWCUT:EX ASPHALT Zf CSTC TO - ( !766_'!�GRAVEL 5' HMA; EX GRADE, .6:.1- MAX.... >_��� ..: .. _ ... 5 ....... ..n:-PROX"CCCA 'ON : .......... .:. ........ .CSTC..CONCRETEPECKEX i8" SSFM BASE 2' CSTC 6': GRAVEL BASE: TRAIL, SECTION STA. 55+74 SCALE 1'=5' EX GUARQriAf --\ TO BE REMOVED `v :I ---1 2' SHOULDER ON EX ASPHALT .2' GRAVEL SHOULDER --I i 5 ER WIDENING -SG 2' CONCRETE BARRIER � f5..................................... ......... .........�.; ......... .. CO 2, .SHY DISTANCE..:._........ ........ 42' GUARD BRIDGE - RAILING IN WALL ' I - --CXTO REMAIN COGOut TW=11.5 -� ' _.'_ �. 10 .......... ... .. ........:. ...I.. - ..� .CONCRETE TRA _.'.. FFIC BARRIER WITN 25' HMA GUARD BRIDGE RAILING 42 TOTAL HEIGHT 3 7 2' CSTC SAWCUT EX ASPHALT EX RIP RAP -- f„ 6" GRAVEL BASE (APPROX 3' 4" \ ,( . . .FILTER.... FABRIC - OFMINIX�ASP ALCSTC IT AREA 5 THE... i i 5' HIGH TYPE 1 WALL TRAIL SECTION STA. 57+19 SCALE 1'�V REVISIONS BY DATE „ N.L.TRAIL �-J NLOlson & Associates, Inc. Engineering, Planning and Surveying (360) 895-2350 or (360) 876-2284 2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366 '0.po 679W4 �'QIONA4 �Gt { i SECTIONS STA 54+40 TO STA 57+45 City of Port Orchard Pedestrian Enhancement Project Mosquito Fleet Trail Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26, Township 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington. FOR: City of Port Orchard 216 Prospect Street Port Orchard, WA 98366 SCALE: 1^= 5' DATE: Sep. 12, 2012 RPJ 9/12 DRAWING NUMBER 097337-407235 FAPPROVED JAT 9/12 NL011 9/12 SHEET C7.7 11 .:....31 I. ..:. 2' SHOULDER LICE_ : ........ TO REMAIN i -EX CONGREiF HARRIER TFRMINNAL. i (TO BE REMOVED) \\\ CONCRETE:BARRIER TERMINAL 7.RA11 MA W'SDOT PLAN C-8 2SAWCUT EX ASPHALT 6" BASE CSTC-IN SHOULDER ............. .......................... ^ ---------- TRAIL SECTION STA. 57+59 SCALE 1'=5' LX 111J, i : ... WIRES A.NCI-iOR �. MATCH \\ EX GRADE: `- RELOCATE GUY & ANCHOR IF REO'D R...... ..... .....(. ...)...... .......... :. NOTE: EASEMENT MAY BE REO'D RELOCATED UTILITY POLE TRAIL SECTION STA. 58+05 SCALE 1"=5' UTILITY .2'.SHOULDER.... :....... .....:............:........ .. . - „---EX FOG LIN! TO BE REMOVED _i-SAWCUT EX: ASPHALT - —18" BARRIER STRIPE `2.5" HMA --2" CSTC `-6' GRAVEL BASE....:.... . 5" CSTC IN SHOULDER V SHOULDER EX ASPHALT TO BE REMOVED � LANE 11 LANE 31 11' _...................... If :-EX SuiLUING........... ' I 0 5 ..... 5... .. 2' SHOULD ..... .. .... .. . ER.. z . of 2' GRAVEL 1 F.X FOG LINE �I SHOULDER f_-5 i TO BE REMOVED- 1 I L SAWCUT EX ASPHALT LOW POINZ �- D a ....�... ' `.. -'— — — _ __ - • +•- 18" BARRIER STRIPE 25' HMA `'"' I� ON EX PAVEMENT MATCH EX GRADE : 2.5" HMA f 2":C.S.LC. PRIOR TO LOW POINT : : SAWCUT EX ASPHALT : MIN. 6� GRAVEL BAS 2" CSTC g...........:............:............. .......... ..... 6" GRAVEL BASE ..,.......................:............:............:. ........ ........ 4.5" CSTC :ON SHOULDER 1, DESCRIPTION TRAIL SECTION STA. 58+87 SCALE 1"=5' .. .2'. SHOULDER .......................................... —5'5' -EX FOG LINE TO BE REMOVED I: I: : SAWCUT EX: ASPHALT 19' BARRIER STRIPE �2.5" HMA 2' CSTC '.GRAVEL BASE....=.... TRAEL SECTION STA. 58+00 mu 1'-,T ....... .. 2' GRAVEL 5'----I--5 - EX:BUELDING� � SHOULDER , L - 1~y 1' MIN. �X-! ;- FF RELOCATE - - - EX FENCE 25" HM - A 2° CSTC .......................... ......... ........6":GRAVEL BASE.: 4.5" CSTC ON SHOULDER - TRAIL SECTION STA. 58+50 SCALE 1'=5' EX ASPHALT TO BE y ... :.. ..........\ .. . 2' -SHOU 2' MIN. S--I----; IEX EDGG- OF BU 1 1 .... ... _. ..... , 4Zy L_ 1 L 1' SHOULDER —11' LANE -; 11' LANE r-SHOULDER:............�......................... EX TOG LINE :1 TO BE REMOVED :i o —SAWCUT:E7( ASPHALT :I 0 8" BARRIER STRIPE SAWCUT E)(:ASPHALT-!J . i 2.5" HMA _._..._-.._......_=-..........;. 2".CSTC. ... 6" GRAVEL BASE EX FOG INE TO BE REMOVED 11' LANE 11' LANE —I' SHOULDER U _—SAWQLIT EX ASPHALT � � LOW POINT ql1-18" BARRIER STRIPE W5AWCUT EX'ASPHALT�1 o 2.5" HMA \\ �-2-5" HMA I : 2' QS.T.C. 1jI`2' GSTC MIN. RAVEL BA 1 ... ..... _ ...........5. GRAVEL.BASE...:.... _ ................ _ .... fi': G SE TRAIL SECTION STA. 59+54 SCALE 1"=5 REVISIONS By DATE A L-,J N.L. Olson & Associates, Inc. Engineering, Planning and Surveying (360) 895O. Bo50 or (360) 876-2254 2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366 '0.p 919 F4' $9s STe1R°G`C' r Au TRAIL SECTIONS STA 57+87 TO STA 59+54 City of Port Orchard Pedestrian Enhancement Project Mosquito Fleet Trail Situate Within Gov't. Lots_ 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26, Township 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington. FOR: City Cl of Port Orchard 216 Prospect Street Port Orchard, WA 98366 SCALE: 1'= s' DESIGNED RPJ 9/12 DATE: Sep. 12, 2012 DRAWN JAT 9/12 DRAWING NUMBER 097337-407236 CHECKED NL011 9/12 APPROVED ACCEPTED SHEET C%.$ I3 I� ........:..... 1' MIN. RELOCATE EX FENCE EX ASPHALT TO BE REMOVED 7X FOC LINE :11' LANE 11' LANE : : ]SHOULDER TO BE REMOVED 2' SHOULDER ........... ................ ........................................,...........:..... .. .:........... r SAWCUT EX ASPHALT " of FE IVC,.-�' I LOW POINT a 18" BARRIER STRIPE i 2.5" HMA 2"2CSTC MA �1 MIN., 6' GRAVEL BASE SAWCUT EX ASPHALT —`1 GRAVEL BASE AS REQ'D ...... ........�6" MIN.?.....:...........:............:............:............:...........:........... CS.TC ON SHOULDER TRAIL SECTION STA. 59+93 SCALE 1'=5' 1'-4" POURED BARRIER p 5' GRADING& CONSTRUCTION W GUARD BRIDGE RAILING NSTRUC / � � EASEMENT REQ'D 42" TOTAL:HEIGHT ... : 10 TRAIL 11 LA I .. 11LANE­.... .. 7 SHOULDER.... . NE 5 (� .:......... ........ X FOCLIr ... 0 2' SHOULDER .. ....... .IU. .. zo TO BE .RE 1p0 42" GUARD �.-, SAWCUT EX ASPHALT oo BRIDGE RAILING 6I1 t MATCH i - 2.5" HMA �6' DECK PER STRUCTURAL PLANS EX WALL- ---,� L L ` SAWCUT EX ASPHALT -MIN. 6"S GRAVEL BASE _ ... X 8' SS . �c . _ REPLACE EX ASPHALT `-APf ROX LOCAiOV & C.S.T.C. [X BEAM & DEADMIAN TRAIL SECTION STA. 60+99 SCALE 1'=5' C _ EX FOCLNI 5' GRADING & CONSTRUCTION-� TO BE REMOVED EASEMENT REQ'D 10' TRAIL—.z 11! LANE 11' LANE 1':SHOULDERI .:. .. 5 ..... o�_ ... ...........:............: .... ..2' SHOULDER .... ...........N --------- z PROTECT & RETAIN/REPAIR_ -fY 1✓,-I -EX SIRUC1.1 E REPLACE: EX ASPHALT o X CONC )C �,C EXTEND EX WALL & C S T C. ' 18" BARRIER STRIPE SAWCUT EX ASPHALT �HMA EX PAVEMENT �: A-2' :C,S.T.C. _ 1 SAWCUT`EX ASPHALT ' MIN. 6': GRAVEL BASE 18" 6 i:. .� tl s�A'P ROXOC TIM .. _ ...... -- EX CONC. PALL EX PILINGS & WOODEN SUPPORT TO BE REPLACED W/ 10"0:STEEL PILE &:STEEL SUPPORT STRUCTURE SEE STRUCTURAL PLANS SHEET S5.0 " TRAIL SECTION STA. 62+72 SCALE 1'=5' 2' ASPHALT aI" -"- SHOULDER' ISAWCUT EX ASPHAL IT _ --- 0 3' GRADING & CONSTRUCTION _EX ASPHALT TO BE REMOVED EASEMENT MAY BE REQ'D 11' LAN€ 11' LANE 1' SHOULDER EX FOGUNE - - - - - - TO -BE iEMOYED - - - ' 2 SHOULDER _ ; .. _ .. _ . I ...........; .. _ . _ .. z ...6... ....... . r i ZJ W I: SAWCUT EX ASPHALT ' i MATCH I: 3:7 EX SLOPES : . 78' BARRIER STRIPE SAWCUT DL ASPHALT - ,ON IX PAVEMENT i 2.5' HMA EX REMAIF FC - � TO REMAIN N 42" GUARD— : BRIDGE RAILIN( ,,6' DECK PER STRUCTURAL PLAN: 5 ......... .. ......... .. 42" GUARD I RAILING D.... .......... .... PROPOSED 10"B STEEL PII - - SEE STRUCTURAL -PLANS '. 2 HMA I 2' C.S.T.C.. 2' GSTC MIN. 6' GRAVEL BASE ..........6'. GRAVEL —BASE... ....:............:........... ;........... TRAIL SECTION STA. 60+65 SCALE 1'=5 1'-4" POURED BARRIER 5' GRADING & CONSTRUCTIONS 1V/ GUARD BRIDGE RAIUNG EASEMENT 42' TOTAL.HEIGHT 11' LANE 11' LANE 1' SHOULDER �10'T:AIL w _..........L ........:...... --'_..........._.7SHOULDER EX`_04_11aE .. to ......... .... T0: BE REMOVED : o - o 0 CUT EX BARRIE MATCH 6:1 SAWCUT EX - Ex SLOPE ----- 2% SAWCUT IX ASPHALTS ; 2.5" HMA Li IN 6.S.T.C: X . R i - ...... ...AS. .. .� M GRAVEL B nPPRC -0 A3GN x, X "'8"3 SSF1X - t ,"Al .c'rt- ........ ....... -n F. SS ;..i..... .. _ ... TRAIL SECTION STA. 62+17 SCALE 1'=5' �--EX =OGJNE TO BE REMOVED 1'-4" POURED rI BARRIER 77' LANE ii' LANE 10' TRAIL ---...- ..... .... ........ I..... ..... .. .. GUARD HANDRAIL J 2 SHOULDER 42' TOTAL HEIGHT SAWCUT 4" CONCRETE SLAB �EX ASPHALT I =X GU <00, RAID TO BE REMOVED F 3 S6.o - TO BE TRIMMEC TRAIL SECTION STA. 63+19 SCALE 1'=5' X 2 S�v 2.5 HMA GRAVEL BASE FOUNDATION FIX2 BEAM: - - REVISIONS BY DATE � N.L.Cl L�J 1� LOlson & Associates, l Engineering, Planning and Surveying (360) 895-2350 or (360) 876-2284 2453 Bethel Avenue, P.O. Box 637, Poet Omhurd,'WA 98366 ao 791g 9 w4 •A CIciI ` 8y ONAL 8�65 8 it)1 9! '"� TRAIL SECTIONS STA 59+93 TO STA 63+19 City of Port Orchard Pedestrian Enhancement Project Mosquito Fleet Trail Y Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov. Lots 3 and 4, Section 26, Township 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington. FOR: ty of Port Orchard _ 216 Prospect street Port Orchard, WA 98366 SCALE: I"=5' DATE: Se 12, 2012 r• DESCRIPTION DESIGNED RPJ 9/72 DRAWN JAT 9/12 DRAWING NUMBER 097337-407237 CHECKED NLOII 9/12 APPROVED ACCEPTED SHEET C7.9 _—EX UTILITY ?OLE I' TO BE REMOVED Et rDG TINE ED TO BE REMOVED: I (f II 1 :BARRIER 11' LANE 11' LANE 1V 10 TRAIL � LL z 15 .... .... ....... ... ... .. N... .... .... . 42" GUARD BRIDGE RAILING... ' F 2' SHOULDER : o GUARD: HANDRAIL r r 4j2":TOTAL HEIGHT 1: 9 a: No EX GUARDRAIL— I✓'SAWCUT TO BE REMOVED' D a RELOCATE UTILITY POLE & GUYS III 4" CONCRETE SL�j i. _ ( ASPHALT___ il i-AFP40X LOCgTICN CONCRETE/ EL BEAM & SLJP1PORTS 1 It o PER STRU RAIL PLA` EX 7., SSA 5 ........ ..... .. .. I .. .. .._ ........ ... ... .. F' SSFM . � 2.5" HMA 2" C.S.TC. I PROPOSED MIN. 6" GRAVEL BASE -EX GUY L>j : 10"0 STEEL :PILING FOUNDATION FOR BEAM - - : WRES ANCHOR - TRAIL SECTION STA. 63+44 SCALE 1'=5' 5........... :......... ...:........ ................:. ........ e CONCRETE DECK— 42' GUARD---- p BRIDGE'AAILING aX F'C0D PILING & -WALt— TO BE CUT AT TRAIL LEVEL PRGPOSED.10"0' g ........... .... . .....:...........: STEEL PILING....... . EX:W000 PILING A WALL - 2' CONCRETE BARRIER FX iTOG LINE 12' LANE��' 11' LANE TO BE REMOVED W 10 TRAIL � o GUARD RAILING ON o 2' SHY DISTANCE I - BARRIER 42" TOTAL - w HEIGHTr w MATCH EX SLOPE (-8.5%) ' -2% max_—-- 77 SAWCUT EX ASPHALT - °PP4OX. iOCAaON ... i.....:.. _ _ . _ ..: f. �EX 18" aSF4 ='- it MIN. fi" GRAVEL BASE 1:C FOUNDATION FOR BEAM: PER STRUCTURAL PLANS TRAIL SECTION STA. 64+39 SCALE 1`=5' EX ASPHALT TO BE REMOVED ' ----`ti 11' LANE _i 11' LANE EX FGGLkNP. r'o 2' SHOULDER : TO BE REMOVED 2SHOULDER a5 ....5'.5.... .:ia ......... 18" BARRIER:STRIPE EX BUILDING% ,2x n- ..-..- . . fi. -. -. p -.r - ... _ Ex FOG LINE.. '- � � - -' ' i SAWCDT EX ASPHALT LOW POINT 2.5" HMA MATCH: EX GRADE EL=9.95 2" C.S.T.C: SAWCUT EX ASPHALT: GRAVEL BASE: AS FILL WHERE REQ'D MATCH :EX GRADE g ........ ............... _ ....(61'-MIN) COMPACT TO 95% MDD........................_........:............. ...... _.... TRAIL SECTION STA. 65+7 2 SCALE 1`=5' EX OG t N TO BE REMOVED 10' TRAIL 2' CONCRETE BARRIER I EX GUARD IE 12 tANE—^I i0 BE REMOVOVED.. ` 42" GUARD =1 2' SHY DISTANCE r 0 BRIDGE'RAIUNG - 4" CONCRETE DECK EX WOOD PILING & WALL :--1 r -SAWCUT TO BE CUT BELOW TRAIL 11. EX ASPHALT,,-APPROX. LOCATION . LEVEL � EX 18" SSF+- MHHW 5.75 25` HMA 5 _ ..� ....... 2,C.S.T.C. ...................... MIN. 6' GRAVEL BASE FOUNDATION FOR BEAM t PER STRUCTURAL PLANS SEE SHEET S6.0 TRAIL SECTION STA.63+99 SCALE 1'=5' EX ASPHALT TO BE -REMOVED : 2' : + EX FCGLNE 1 LANE 11' LANE ........ - .._2'.SHOULDER ... .. TO- BE -REMOVED - - - . 2` 5fi0�pIX..........; ...... I....... . ...................w n' J .5---4---5' oI EX BUILDING : 4 18" BARRIER STRIPE - --- -- -_ - _ - - -- - - SAWCUT IX ASPHALT 2.5' HMA MATCH EX GRADE 2' C.S.T.C. -_ . SAWCUT. t7(--/ ASPHALT ....:........... - --.. _ --:. ....... ........ ........ MATCH EX GRADE GRAVEL BASE AS FILL WHERE REQ'D (6" MIN):COMPACT TO 95% MOD 1, TRAIL SECTION STA. 64+83 SCALE 1'=5 IX ASPHALT TO BE REMOVED - z EX FCGLINE .11' LANE11' LANE 2' 3RAVEL - TO BE REMOVED r'o S- SHOULDER H ULDER 2' , r o 5 .:.. .........:.5_...�....;5•..... ... ......18.'. BA{2RIER STRIPE ....... _...... ... o. 0 < s-12x t-----I'-- -----=- a - --- - --- ------- - -- - - _ t _ , . SAWCUT_ EX ASPHALT EX fOG LINE 0 .... ...... ....... .. . Z5' HMA ... .... - FAATCFi E7( GRADE . 2' C.SLC. r- GRAVEL BASE AS FILL WHERE REQ'D (6- MN.). COMPACT TO 95% MOD 5"CS.T.NSHOULDER: ................ ......... ......................a ...... . SAWCUT EX ASPHALT - MATCH EX GRADE TRAIL SECTION STA. 66+10 SCALE REVISIONS I BY DATE „ N.L.T iiJ NLOlson & Associates, Inc. Engineering, Planning and Surveying (360) 895-2350 or (360) 876-2284 2453 Bethel Avenue, P.O. Box 631, Port Orchud, WA 98366 ` '0 919 y y4' � T�� �'v370 AL F�r'1 TRAIL SECTIONS STA 63+44 TO STA 66+35 City of Port Orchard Pedestrian Enhancement Project Mosquito Fleet Trail Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov t. Lots 3 and 4, Section 26, Township 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington. FOR: City of Port Orchard 216 Prospect Street Port Orchard, WA 98366 SCALE: 1"= 5' DESCRIPTION DESIGNED RPJ 9/12 DATE: Sep, 12, 2012 DRAWN JAT 9f12 DRAWING NUMBER 097337-407238 CHECKED NLOII 9/12 APPROVED I ACCEPTED L:L-_ SHEET C7.10 EX FOG LINE: TO BE REMOVED p ...... ..... ; ...........:........EX ASPHALT.TO-BE REMOVED....;...........;.. ......-"�17' LANE .!. 11 LANE ..� . rSH,OULDER : 2' SHOULDER �N 11' 5'��:5' BARRIER STRIPE o - - "- SAWCUT EX ASPHALT EX FOG LINE :z.. ....2:5" HMA - p-..........f ..........._ .........:............ ............i...... _MATCH .EX GRAQE ....------------------ .. i. 2" C.S.T.C. GRAVEL BASE AS FILL WHERE REQ'D (6" MIN):COMPACT TO 95% MDD SAWCUT EX ASPHALT MATCHEX GRADE:.......................:...........:............:............:...........'..........-`- - TRAIL. SECTION STA. 66+40 SCALE 1"=5' /-4X FOG LINE : EX ASPHALT TO BE REMOVED BE REMOV ED VED !p...__.......... ......:._.........;...... ..... 2.GRAVEL........ ... .. �.z... 11 LANE ........ ------ 11' LANE NE SHOULDER SHOULDER NI 7.5'. 5'---�--5 18" BARRIER STRIPE : o 5.......................�............� ...... ! ........ t _ - ----_ ----- t, .,,.. �. EX FQG LINE EX GRAVEL i SAWCUT EX ASPHALT - 2.5" HMA MATCH EX GRADE EX E.P. TO REMAIN) 2" C.S.T.C. p.................................. :......... .:. ...... .. . ...... ........ ....... ........ .-- '----- MIN. 6" GRAVEL BASE AS REQ'D MATCH EX GRADE 4.5" C.S.T.C. ON SHOULDER FILL COMPACT TO 95% MDD EX ASPHALT TO BE REMOVE[ iw wx w N3 TRAIL SECTION STA. 67+23 SCALE 1'=5' EX F0G ' NE ` TO BE REMOVED: 2' SHOULDER -18" BARRIER STRIPE SAWCUT EX ASPHALT �-2.5" HMA MATCH EX GRADE ' 2" C.S.T.C. , ...... .:....GRAVEL BASE AS EILL WHERE REQ'D'. ......... ............ (6" MIN) COMPACT TO 95% MDD TRAIL SECTION STA. 68+49 SCALE 1"=5' 51 .I..... ........ r-EX FOG LINE TO BE REMOVED / w _ EX ASPHALT -TO BE REMOVED -/ 11' LANE I 11' LANE .... ....... . .......:...........: .....I... .... r� 2" GRAVEL_ � � � - -: SHOULDER 2' SHOULDER 62' 5'--�� --5' ... o� o 18' BARRIER STRIPE o 5 .......... ........ ..... ...... - Lam---------- ---- 2% - ---___— -- EX .t J ,c, - .' - _ ^"` t : EX FOG LINE GRAVEL- t SAWCUT EX ASPHALT 25" HMA �. MATCH EX GRADE : EX E.P. TO:REMAINE - _--_ - MIN. 6"-GRAVEL BASE:AS REQ'D 4.5" C.S.T.C. ON SHOULDER EMOVE EX GRAVEL ILLCOMPACT - TO 95% MDD 5- -MATCH'EX'GRADE.... ................... (NEW EDGE OF GRAVEL} ?,_--EX BUILDING 5 ... _/ EX SIDEWALK TRAIL SECTION STA. 66+91 Scan 1"=5' /-EX FOC LIN- .ASPHALT TO BE REMOVED :TO BE REMOVED - - ... 2' SHOULDER l2' SHOULDER I: ..; ... ........................ 18' BARRIER STRIPE tom. I. ----------- SAWCUT EX ASPHALT .. .... ...............GRAVEL BASE. AS. FILL-WHEREAEQb..... ... . .... .... (6" MIN) COMPACT TO: 95% MDD SAWCUT EX ASPHALT MATCH EX GRADE -EX ASPHALT TO: BE REMOVED 2' SHOULDER 2' SHOULDER .... 5• ........ -E%FOG LINE TO BE REMOVED i t SAWCUT EX ASPHALT - . -... p.... SAWCUT EX ASPHALT : 2.5" HMA a' 2" C.S.T.C. _ _ -. ... .. .. ._.... GRAVEL BASE AS FILL WHERE REQ'D MATCH EX GRADE (6" MIN) COMPACT TO 95% MDD TRAn, SECTION STA. 68+77 SCALE 1"=5' TRAIL SECTION STA. 68+28 SCALE 1"-V EX ASPHALT TO BE REMOVED � x FAG L M 2' SHOULDER E : TO BE REMOVED ..................... ,.5'-5'..... .-.. ........ ........ _:... EX FOG U N E _ ----�f8 -BARRIER STRIPE . ... .. ...: .� ... ON EX PAVEMENT i 5" 2.HMA t SAWCUT EX ASPHALT ! - : 2" U.T.C. - MATCH EX :GRADE SAWCUT EX ASPHALT - M"AICH EX GRADE'- GRAVEL; BASE AS HLL WHERE REQ`D `- - ....... (6" MIN) COMPACT TO: 957 MDD TRAIL SECTION STA, 69+03 SCALE 1'=5' REVISIONS BY DATE q N.L.I L-J NLOlson & Associates, Inc. Engineering, Planning and Surveying (360) 895O. B or (360) Port Orc 64 2453 Bethel Ave—, P.O. Box 637, Port Orchard, WA 98366 i '° ,7 g �¢ ��s� ��� '0 aL E -I TRAIL SECTIONS STA 66+65 TO STA 69+27 City of Port Orchard Pedestrian Enhancement Project Mosquito Fleet Trail Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26, Township 24 North, Range 1 East, W.M., city ofPort Orchard, 1Citsap C011nl}', Washington. FOR: City of Port Orchard 216 Prospect Street Port Orchard, WA 98366 SCALE: 1"= 5' DESCRIPTION DESIGNED RPJ 9/12 DATE: Sep. 12, 2012 DRAWN JAT 9/12 DRAWINGNUMBER 097337-407239 CHECKED NLOII 9/12 APPROVED ACCEPTED SHEET (,'7.11 ROAD & STORM DRAINAGE CONSTRUCTION INSPECTION REQUIREMENTS AND SCHEDULES 1. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER TO ARRANGE INSPECTION SCHEDULES FOR THOSE PHASES OF WORK CHECKED BELOW. INSPECTION SCHEDULES SHALL BE ARRANGED PRIOR TO PROCEEDING TO THE NEXT PHASE OF WORK. INSPECTIONS IN ADDITION TO THOSE INDICATED MAY BE REQUIRED BY THE CITY. THE CONTRACTOR SHALL VERIFY THE INSPECTIONS REQUIRED WITH THE CITY AND SHALL ARRANGE INSPECTIONS SCHEDULES BY CONTACTING THE CITY ENGINEER'S OFFICE. A. IMPLEMENTATION OF VARIOUS PHASES OF TEMPORARY EROSION AND SEDIMENTATION CONTROL PLANS. _ B. PLACEMENT OF THE MAJOR DRAINAGE STRUCTURES PRIOR TO BACKFIWNG. C. COMPLETION OF SUBGRADE PREPARATION. D. COMPLETION OF PLACEMENT OF GRAVEL BASE. E. COMPLETION OF PLACEMENT OF CRUSHED SURFACING. F. COMPLETION OF FINE GRADING PRIOR TO PAVING. G. COMPLETION OF PAVEMENT INSTALLATIONS.. 2. IF ADEQUATE INSPECTION IS NOT CALLED FOR BEFORE COMPLETION OF THE PAVEMENT CONSTRUCTION, IT MAY BE NECESSARY FOR CORE DRILLING AND TESTING TO BE PERFORMED TO ASSURE AN ACCEPTABLE QUALITY OF ROADWAY. WHEN CORE DRIWNG IS FOUND TO BE NECESSARY, THE CONTRACTOR MOLL BE BILLED AND HELD RESPONSIBLE FOR ALL COSTS INCURRED, GRADING NOTES 1. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN THE EVENT OR DISCOVERY OF POOR SOILS, GROUNDWATER OR DISCREPANCIES IN THE EXISTING CONDITIONS AS NOTED ON THE PLANS. 2. MAXIMUM SLOPE STEEPNESS SHALL BE 2:1 HORIZONTAL: VERTICAL FOR CUT AND FILL SLOPES. 3. UNLESS OTHERWISE SPECIFIED, ALL EMBANKMENTS IN THE PLAN SET SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 2-03.3(14)B OF THE WSDOT STANDARD SPECIFICATIONS. EMBANKMENT COMPACTIONS SHALL CONFORM TO SECTION 2-03.3(14)C, METHOD B OF SAID STANDARD SPECIFICATION. 4. EMBANKMENTS DESIGNED TO IMPOUND WATER SHALL BE COMPACTED TO 95% MAXIMUM DENSITY PER SECTION 2-03.3(14)C, METHOD C OF WSDOT STANDARD SPECIFICATIONS. 5. ALL AREAS RECEIVING FILL MATERIAL SHALL BE PREPARED BY REMOVING VEGETATION, NONCOMPLYING FILL, TOPSOIL AND OTHER UNSUITABLE MATERIAL, BY SCARIFYING THE SURFACE TO PROVIDE A BOND WITH THE NEW FILL, AND WHERE THE SLOPES ARE STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL AND THE HEIGHT IS GREATER THAN 5 FT., BY BENCHING INTO SOUND COMPETENT MATERIAL AS DETERMINED BY A GEOTECHNICAL ENGINEER. STORM AND GRADING MATERIAL SPECIFICATIONS 1. STORM SEWER PIPE -CORRUGATED METAL PIPE n=0.012 (CMP) PER W.S.D.O.T. 9-05.9 "CONCRETE PIPE PER W.S.D.O.T. 9-05.7(1) & 9-05.7(2) n=0.012 "CORRUGATED HIGH DENSITY POLYETHYLENE PIPE. WSDOT 9-05.20 2. PIPE BEDDING W.S.D.O.T. 9-03.12(3) GRAVEL BACKFILL FOR PIPE BEDDING. 3. INITIAL BACKFIW NATIVE MATERIAL OBTAINED FROM EXCAVATION PER W.S.D.O.T. 7-08.3(3) 4. REMAINING BACKFILL: NATIVE MATERIAL OBTAINED FROM EXCAVATION PER W.S.D.O.T. 2-09.3(1)E. 5. RIP -RAP: W.S.D.O.T. 9-13.1, LOOSE RIPRAP IN SIZES RANGING FROM 3" TO 1/3 CUBIC FOOT. 6. PAVEMENT SECTION: HOT MIX ASPHALT, W.S.D.O.T. 5-04 TOP COURSE, W.S.D.O.T. 9-03.9(3) BASE COURSE, W.S.D.O.T. 9-03.10 3' - a' _. MIRE ROPE LOOP (TYP.) ®/ 5 ®/ 5 MIRE ROPE LOOP UENGIH SEE NOTE 1 1. MflE ROPE LOOPS SHALL BE 3' - B• LONG EXCEPT FOR THE TOP LOOP OF THE BARRIER TERI,WMAL, YARCII SHALL BE 2' - 0• LUNG 1 5/W N1RE ROPE 2. EXCEPT FOR THE LOCATIONS OF THE WIRE ROPE LOOPS, THE DIMENSIONS SHOWN IN END VIEW "A" ARE TYPICAL FOR BOTH ENDS OF A BARRIER SECTION OR OPPOSING ENDS OF BARRIER TERMINALS 3. CONNECTING AND DRIFT PIN HEAD DESIGNS VARY AMONG DIFFERENT MANUFACTURERS PIN DESIGNS YWE SE�G „ SNA 0E �,T,,RA,S THAT ARE SHAPED DIFFERENTLY THAN THOSE SHOWN IN THE DETAIL ARE ACCEPTABLE, IF THE BEARING 15/4' ID. LOOP Q 15 sA¢ 11FE WIN 1xE ENDS YMSTED SURFACE IS MTHIN THE MINIMUM AND MAXIMUM WIDTHS SPECIFIED. 10GEINFR M El WENT FAS17DUK 4. THE VERTICAL SPACING OF THE WIRE ROPE LOOPS IN A BARRIER TERMINAL IS DETERMINED BY THE END OF THE BARRIER SEGMENT TO WHICH IT IS BFJNG CONNECTED. SEE BARRIER CONNECTION DETAIL (SHEET 2). /2' ( PIN SEE NOTE 2 O Y /-MIRE ROPE LOOP (T .) /-® / 5 -n M _F20Y5 1 e DRAFT 112' CONNECTING PIN � MIRE ROPE L e 2' R D-FOBEp EL OR i Jfb• LD. 3/�4 YRX (TRJ PIN 1�' Pm 3/4• CN M) e' 9• BARRIER BARRIER SECTION TERMINAL O/5 0/5 BARRBARRIER T" SECT ON TERMINAL 5 ®/®/5 10' R. 3• 3• (T1PJ (TIP.) 2' - 1/B• DRAFT PIN - B• B• BARRIER CONNECTION DETAIL 2 - 0• O CONCRETE BARRIER TYPE 2 WSDOT STD PLAN C-8 CONSTRUCTION NOTES 1. ALL WORK SHALL BE IN CONFORMANCE WITH THE LATEST REVISION OF THE "2012" STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" AS JOINTLY ADOPTED BY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND THE AMERICAN PUBLIC WORKS ASSOCIATION (WASHINGTON STATE CHAPTER). 2. ANY REVISIONS TO THESE PLANS MUST BE REVIEWED AND APPROVED BY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION PRIOR TO ANY IMPLEMENTATION IN THE FIELD. 3. THE LOCATION OF EXISTING UTILITIES SHOWN ON THIS PLAN IS APPROXIMATE ONLY. THE CONTRACTOR SHALL CONTACT THE "UNDERGROUND LOCATE" CENTER AND NON -SUBSCRIBING INDIVIDUAL UTILITY COMPANIES 48 HOURS IN ADVANCE OF THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY (PHONE #'1-800-424-5555). THE CONTRACTOR SHALL PROVIDED PROTECTION OF EXISTING UTILITIES FROM DAMAGE CAUSED BY CONTRACTOR OPERATIONS. 4. DRAINAGE SYSTEM SHALL BE INSTALLED AND FUNCTIONING PRIOR TO INSTALLATION OF PAVING. 5. CONTRACTOR SHALL HAVE AVAILABLE, AT THE SITE AT ALL TIMES DURING CONSTRUCTION, A SET OF APPROVED FINAL CONSTRUCTION PLANS. 6. BEFORE WORKING IN STATE RIGHT-OF-WAY, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED BY THE STATE OF WASHINGTON. 7. ALL SLOPES SHALL BE 4:1. (UNLESS OTHERWISE NOTED) 8. CONTRACTOR WILL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL REQUIRED AS A RESULT OF HIS/HER OPERATIONS. 9. CONTRACTOR SHALL USE A PROFESSIONAL LAND SURVEYOR FOR ALL CONSTRUCTION STAKING. 10. UNLESS OTHERWISE INDICATED ON PLANS, ALL STORM SEWER PIPE HAS BEEN SIZED TO MEET MANNING'S ROUGHNESS COEFFICIENT, N = 0.012. THE CONTRACTOR SHALL HAVE THE OPTION TO: A. INSTALL STORM SEWER PIPE AS INDICATED ON PLANS USING PIPE WHICH MEETS, n=0.012 B. OR PROVIDE "ENGINEER" W/ REVISED PLANS W/ DIAMETERS AND OR SLOPE ADJUSTMENTS AS REQUIRED. 11. ALL SURFACE & PAVING DEPTHS ARE COMPACTED DEPTHS. COURSES SHALL NOT EXCEED DEPTHS DEFINED IN W.S.D.O.T. 5-04.3(9) SEE NOTE 3w 9' - 4 5 4• FDR f0' - O` LONG BARRIER SEeM 11 - 1037 4• FOR 1r - W LOIrO BARmE11 SEer x� 5 C - 4 5 4• FOR 1W - O• LONG -RtER SECB it' - 10 3 4• FOR 1r - 5• IrINC BAPoNER TF ®5� f • a� i i• 1 ®/s r -r ®I5 Pm 1. 0 6' - O. 7 WIRE ROPE LOOPS - SEE NOTE 1 3/4' CHAMFER I � l - oR RouxD s I _• I 2 ®i 51 1/2• DIM. 1== PIN ��-={ SEE NOTE 4 •Ytl I BARRIER TERMINAL SURFACE TO BE GRADED NOTES: OOTH AROUND HYDRANT 1. TOP OF GUARD POST TO BE LEVEL N-i WITH TOP OF HYDRANT 1' \ \ 2. GUARD POST INSTALLED ONLY WHEN DIRECTED. OR IN DETAIL 3. FLANGED PIPE JOINT A MAY BE USED BETWEEN GATE VALVE & HYDRANT W/FLANGED FITTINGS AND ELIMINATE TIE RODS. 4. STEEL TIE RODS TO BE GALVINIZED. 5. 5" STORZ PUMP CONNECTION REQUIRED. VALVE BOX ��MAIN \ CONCRETE WARD POST \ / (TYP) MECHANICAL \ - PLAN JOINT GASKET COLD ROLLED GROOVED PIPE SNAP RING MIN. w UNLESS OTHERWISE•'--- MACHINED MECH. JOINT J DIRECTED FOLLOWER oc DETAIL A a CAST IRON VALVE BOX & LID ��\\\ SLOPE �/� • I I I__ i, - .III'"-III-III=III-1 i l� _I I IM I I=i- SPOOL TO SUIT TRENCH 6" GATE VALVE DEPTH 151 ASPHALTIC FELT VARIABLE CONCRETE GALV. OR POLYETHYLENE F-sl 2-3/4" BLOCKING TIE RODS m MIN, 6 CU. FT. GRAVEL---"'-' _ ROD LUQ POCKESOLID CONCRETE BEARING - SECTION BLOCK MINIMUM SIZE 4" x 6" x 16" HYDRANT ASSEMBLY REVISIONS BY DATE A N.L.DATE: Mi-J LOlson & Associates, Inc. Engineering, Planning and Surveying (360) 895-2350 or (360) 876-2284 2453 Bethel Avenue, P.O. Box 637, Pon Orchard, WA 98366 '° 1B� W4 T� 0�� 9sro c B� MISC NOTES AND DETAILS I City of Port Orchard Pedestrian Enhancement Project Mosquito Fleet Trail Situate Within Govt. Lots 1, 2, 3 and 4, Section 25 and within Godt. Lots 3 and 4, Section 26, Township24 North, Range 1 East, W.M., Cl of Port Orchard, KTtsa County, Washington. g d' p �'SHEET FOR: City of Port Orchard 216 Prospect Street Port Orchard, WA 98366 SCALE: AS SHOWN Sep. 12, 2012 DESCRIPTION RPJ 9/12 DRAWING NUMBER 097337-407240 FACCEPTED JAT 9/12 NL011 9 12 / CS.O 9nw LK RAID' ♦' - 0' MIN. z �6" CURB W/ RAIL acoWENT Nso�x I� -.1 1. AN ACCESS PARKING SPACE SYMBOL IS REQUIRED FOR EACH ACCESSIBLE PARKING STALL A BLUE CURB RAMP, LANDING, PASS- �Y ETECTABLE WARNING I 5 1 BACKGROUND AND WHITE BORDER ARE REQUIRED WHEN THE SYMBOL IS INSTALLED ON A CEMENT CON- E I C I THROUGH OR WALKWAY aSURFACE SEE NOTE 3 of i CRE���w 12:1 � 12:1p, ALL ACCEyygLE STALLS SHALL HAYS WNEEL STOPS. PLACE N}iEEL STOPS IN OTHER STALLS WHEN SPEq- ,� PutINTHECONTRACT. N1iEEL STOPS SHALL BE APPRO%IMATELY 8" HIGH AND A MINIMUM OF 6' LONG. MAX. Sul 2' - 0' MIN.A 1.60" 2.40" PLACE AT BACK f5 ALL APPLICATIONS I REFER TO THE STANDARD PLANS FOR SIDEWALK RAMP, DETECTABLE WARNING PATTERN, AND CURB DETAILSD _OF CURB UNETRUNCATED B 0.65" a' PP LKSACE OF G Pa SEE NOTE 2C 0.45" 0.90" DOMES AT BOTTOM B' MIND 0.9" 1.40" PARKING NT uxE (TiP.) O E 0.2" 0'2" . l Reserved Parking Signandpost with T-ea laqueif indicated ��+7��� +�+1'1114�1 ,(See Sign Fabrication Manual) STANDARD SPECIFICATIONS FOR CURB AND GUTTER MATCH TO WID1H OF CURR RAMP, � i' ATl Y L' 1�L'ILACEML'1Y 1 1�t11.Ylr g - p {"' - -re' - o" t. N. , Access Parking Space Symbol It r Manufactured wheel eta V••v,•SEE NOTE 3 .,.."•V -OR OF SURFACE OR DWALKWAY P TRUNCATED DOME DETAILS MARINA PARK AREA Detectable Warning Pattern CURB RAMP I I LANDING WAKLWAY WIDTH OF WALKWAY -��-" CU\5SBA& DETECTABLE WARNING SDRFACE ry SEE NOTE 3 SINGLE DIRECTION CURB RAMP CURB RAMP, LANDING -r r CURB RAMP BACK OF CURB _/ I I `- v SEE NOTES 2 & 5 PARALLEL CURB RAMP X* R.1 I 'i / 1" R. FACE OF CURB TOP OF �p a ROADWAY n . L av°' -- CONCRETE CURB WSDOT STD PLAN F-10-12.00 DESCRIPTION WARNING SURFACE 3 REVISIONS DETECTABLE WARNING SURFACE DETAIL NOTES 1. The Detectable Warning Surface shall extend the full width of the curb ramp (exclusive of flares) or the landing. 2. The edge of the Detectable Warning Surface shall be placed along the back of the curb line. 3. The rows of truncated domes in a Detectable Warning Surface shall be parallel with the direction of wheel chair travel. 4. See Standard Plans for sidewalk and curb ramp details. 5. If a curb is not present, place the Detectable Warning Surface at the edge of fiv pavement. 6. If a curb ramp is required, the location of the Detectable Warning Surface must be at the bottom of the ramp and within the required distance from rail. PAINTED LINE SHARED USE PATH MARKINGS WSDOT STD PLAN M-9.60-00 PARKING SPACE LAYOUTS C$, WSDOT STD PLAN M-17.10-02 NOTES 1. PIPE RAILING, PIPE RAILING SPLICES, COVER PLATES AND BOTTOM EXTRUDED CHANNELS SHALL BE BENT TO THE HORIZONTAL CURVE WHERE THE RADIUS OF CURVATURE IS LESS THAN 200'. THESE ITEMS MAY BE HEATED TO NOT MORE THAN 4007 FOR A PERIOD NOT TO EXCEED 30 MINUTES TO FACILITATE FORMING OR BENDING TO HORIZONTAL CURVATURE. 2. SHOP DRAWINGS OF RAILING SHALL BE SUBMITTED FOR APPROVAL SHOWING COMPLETE DIMENSIONS AND DETAILS OF FABRICATION AND INCLUDING AN ERECTION DIAGRAM. MATERIAL SPECIFICATIONS SHALL BE PROVIDED IN THE SHOP DRAWINGS FOR ALL COMPONENTS. 3• CUTTING SHALL BE DONE BY SAWING OR MILLING AND ALL CUTS SHALL BE TRUE AND SMOOTH. FLAME CUTTING WILL NOT BE PERMITTED. 4. WELDING OF ALUMINUM SHALL CONFORM TO STD. SPEC. SECTION 5. 9-28.14(3). ALL ALUMINUM PARTS SHALL BE GIVEN A -[CLEAR OR BRONZE] ANODIC COATING OF AT LEAST 0.0006" THICK AND SEALED TO MEET THE 6 REQUIREMENTS OF ASTM B 580 WITH A UNIFORM FINISH. PIPE RAILING, PIPE BALUSTERS AND PIPE RAILING SPLICES SHALL BE ADEQUATELY WRAPPED TO INSURE SURFACE PROTECTION DURING HANDLING AND TRANSPORTATION TO THE JOB SITE. EXPANSION JOINT/BARRIER JOINT G� EXPANSION JOINT/BARRIER JOINT BARRIER TERMINAL END RAIL SECTION- TYPICAL INTERIOR SECTION END RAIL SECTION BARRIER TERMINAL 42" TOTAL HEIGHT ABOVER TRAIL RAIL SPLICE a RAIL SPLICE a I BALUSTER SPA. R=7Y2 8" MAX. (DIVIDED EQUALLY) TOP OF ROADWAY CONCRETE BARRIER TYPE 2 WITH GUARD HANDRAIL BY DATE A N.L.MISC NOTES AND DETAILS 2 FOR: SCALE: AS SHOWN DESIGNED RPJ 9/12 LlJ NLOlson &:Associates, Inc. Cl of Port Orchard DATE: Sep. 12, 2012 DRAWN JAT 9/12 .� 4 City of Port Orchard Pedestrian Enhancement Project / Engineering, Planning and Surveying �o 8 8�w Mosquito Fleet Trail 216 DRAWING NUMBER CHECKED NL011 9/12 (360) 895-2350 or (3E0) 8762284 setoxAT. Way Q Prospect Street APPROVED 2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366 Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26, Port Orchard, WA 98366 097337-407241 ACCEPTED Township 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington. SHEET CH.1 RAILING & BALUSTER 2Yz"O STD. PIPE RAILING 2"0 STD. RAILING SPLICE EXTRUSION. DRILL"0 HOLE FOR "O DRIVE PIN AT LOCATION SHOWN. MIN. MAX. V 0 B ' 31C, MAX. DRIVE PINS 1"0 STD. PIPE BALUSTER A-'� RAIL SPLICE DETAIL C\ 8,2/ OPTION #1 �� B LOCATE ON OPPOSITE SIDE OF TRAFFIC. DRIVE PINS SHALL BE DRIVEN FLUSH WITH THE OUTSIDE FACE OF THE RAILING. Y32" RADIUS AT TOP & SIDES--\ Ys" ALUM. R FULL WIDTH OF EXTRUDED CHANNEL- �L- ANCHOR BOLTS OR RESIN BONDED ANCHORS PLATE /' THIS COVER PLATE SECTION SHALL EXCEPT AT �t/a" BE SNAPPED INTO POSITION AFTER DRAIN HOLE I 2"0 STD. PIPE HAS BEEN WELDED TO BOTTOM EXTRUDED CHANNEL. i CHANNEL --TOP OF CONC. TRAFFIC BARRIER POLYURETHANE OR SILICONE SEALANT (COLOR TO MATCH ALUMINUM RAILING) C DETAIL_ C8.2 DRAIN HOLES NOT SHOWN I,YX1111 Y6" ALUM. R WELDED TO END OF CHANNEL (WELD BEFORE ANODIZING) 2" j/ LOCATEAIN AT 00BOTTOM END DETAIL EXTRUDED CHANNEL PROVIDE EXPANSION RAIL SPLICE AT TRAFFIC BARRIER EXPANSION JOINTS OR BETWEEN BARRIER SECTIONS. RAIL SPLICE JOINTS ARE NOT REQUIRED AT TRAFFIC BARRIER DUMMY JOINTS. LOCATE ON OPPOSITE SIDE OF TRAFFIC. DRIVE PINS SHALL BE DRIVEN FLUSH WITH THE OUTSIDE FACE OF THE RAILING. NOTE: "E" DIMENSION SHALL BE EQUAL TO OPENING OF TRAFFIC BARRIER EXPANSION JOINTS. BALUSTER 2" 2"0 STD. PIPE —2�6" 0 STD. i PIPE RAILING f i COVER PLATE SHALL BE SNAPPED INTO POSITION AFTER BOTTOM EXTRUDED CHANNEL HAS BEEN BOLTED INTO PLACE. 6" 6" + "E" SEE NOTE) FOR EXP. RAIL SPL. W + "E FOR TYP. RAIL SPL. A TYP. EACH END C8.2 BALUSTER FOR ALL RPIL SECTIONS. I 1'fz" Y2" IIL.c�I L �fz" MIN. EXPAND BALUSTER FOR TIGHT FIT (TYP) DRIVE PING RESIN BONDED ANCHORS OR ANCHOR BOLTS (BURR THREAD AFTER INSTALLING) I TOP OF TRAFFIC BARRIERCHANNEL B I i 1%"0 HOLE THROUGH COVER &EXTRUDED �(TYP. EACH E TYP. t1W TYP. EX (SEE NOTE) " AT EXP. JT. D RAIL SPLICE C8. If BASE & BALUSTER 3%" RILL 1%"0 HOLE THROUGH COVER PLATE & EXTRUDED rL RESIN BONDED ANCHORS I I I CHANNEL AT EA. BALUSTER. 3fsz' I i COVER PLATE (TYP) ! I I " (TYP-)CHHANONELEXTRUDED FILL WITH 1" O.D. WASHERS AS TRIM TIPS NECESSARY TO ADJUST TOP OF TRIM AT WASHERS RAIL TO A SMOOTH PROFILES TYP.) TOP OF TRAFFIC BARRIER- 6" EMBEDMENT FOR ANCHOR BOLTS t1h-0 HOLE AT INTERIOR SECTIONS OR '1h" x (FOR RESIN BONDED SLOTTED HOLE (FOR LONGITUDINAL ANCHORS USE MFG'S m ADJUSTMENT) AT END SECTIONS AND AT RECOMMENDATION. SECTIONS IMMEDIATELY ADJACENT TO EXPANSION JOINTS. %"0 RESIN BONDED ANCHOR (5" MIN. - i---f-r-- ----- r-}---hT-� EMBEDMENT) WITH STD. NUT & 3ili" STD. POLYURETHANE OR SILICONE SEALANT. WASHER OR V 0 x 7%" ANCHOR BOLTS. COLOR TO MATCH ALUMINUM RAILIN Ya"0 x 7}¢" ANCHOR BOLTS WITH STD. TACK WELD 3 NUT & 1" O.D. WASHER, THREADED 10 SIDES EACH HEAD N.C- 1W LONG. (ALTERNATE TO X"0 STEEL STRIP 2 x Ya x 0'-3 RESIN BONDED ANCHORS) rff-� ANCHOR BOLT DETAIL C - ANCHOR BOLTS SHALL BE POSITIONED IN A JIG DURING WELDING. REVISIONS BY DATE q N.L.MISC L�J LOlson & Associates, Inc. Engineer. g, Planning and Surveying (360) 895-2350 or (360) 876-2284 2453 Bethel Avenue, P.O. Box 637, Port Orchard WA 98366 'O9a gBals �a 4� s�rOx Z�r`1 A NOTES AND DETAILS 3 City of Port Orchard Pedestrian Enhancement Project Mosquito Fleet Trail Situate Within Gov't. Lots 1, 2,3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26, Township 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington. FOR: City of Port Orchard 216 Prospect Street Port Orchard, WA 98366 SCALE: N.T.S. DESCRIPTION DESIGNED RPJ 9/12 DATE: Sep. 12, 2012 DRAWN JAT 9/12 DRAWING NUMBER 097337-407242 CHECKED NL011 9/12 APPROVED ACCEPTED SHEET C8.2 METAL TOP 4Ya" - DESCRIPTION -- 6'± 6'± 6'± 0 6't + + 6'± ----� 42" GUARD BRIDGE RAILING CORNER SECTION SCALE 1`=1' REVISIONS I BY I DATE A, T L-J N.L. Olson & Associates, Inc. Engineering, Planning and Surveying (360) 895-2350 or (360) 876-2284 2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366 e ssroN spG1 @ @ MISC NOTES AND DETAII.S 4 City of Port Orchard Pedestrian Enhancement Project Mosquito Fleet Trail Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Govt. Lots 3 and 4, Section 26, Township 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington. FOR: City of Port Orchard 216 Prospect Street Port Orchard, WA 98366 SCALE: AS SHOWN DESIGNED RPJ 9/12 DATE: Sep. 12, 2012 DRAWN JAT 9/12 DRAWING NUMBER 097337-407243 CHECKED NLUII 9/12 APPROVED ACCEPTED SHEET C8.3 GENERAL EROSION AND SEDIMENTATION CONTROL NOTES THE FOLLOWING EROSION AND SEDIMENTATION CONTROL NOTES APPLY TO ALL CONSTRUCTION SITE ACTIVITIES AT ALL TIMES, UNLESS OTHERWISE SPECIFIED ON THESE PLANS: 1. APPROVAL OF THIS EROSION AND SEDIMENTATION CONTROL PLAN DOES NOT CONSTITUTE AN ACCEPTANCE OF THE PERMANENT ROAD OR DRAINAGE DESIGN. 2. THE OWNER AND HIS/HER CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES FOR PREVENTING SILT -LADEN RUNOFF FROM DISCHARGING FROM THE PROJECT SITE. FAILURE BY THE OWNER AND/OR CONTRACTOR CAN RESULT IN A FINE. THE DESIGNATED TEMPORARY CONTACT PERSON NOTED ON THIS PLAN MUST BE AVAILABLE FOR CONTACT BY TELEPHONE ON A 24 HOUR BASIS THROUGHOUT CONSTRUCTION AND UNTIL THE PROJECT HAS BEEN COMPLETED AND ACCEPTED BY THE CITY. 3. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT AND UPGRADING OF THESE FACILITIES IS THE RESPONSIBILITY OF THE CITY OF PORT ORCHARD AND/OR CONTRACTOR FROM THE BEGINNING OF CONSTRUCTION UNTIL ALL CONSTRUCTION IS COMPLETED AND ACCEPTED BY THE CITY AND THE SITE IS STABILIZED. 4. PRIOR TO BEGINNING ANY WORK ON THE PROJECT SITE, A PRE - CONSTRUCTION CONFERENCE MUST BE HELD, AND SHALL BE ATTENDED BY THE GENERAL CONTRACTOR, THE PROJECT ENGINEER, REPRESENTATIVES FROM THE AFFECTED UTILITIES, AND REPRESENTATIVES OF WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND CITY OF PORT ORCHARD. 5. THE EROSION AND SEDIMENTATION CONTROL FACILITIES SHOWN ON THIS PLAN ARE TO BE CONSIDERED ADEQUATE BASIC REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. DURING CONSTRUCTION, DEVIATIONS FROM THIS PLAN MAY BE NECESSARY IN ORDER TO MAINTAIN WATER QUALITY. MINOR DEPARTURES FROM THIS PLAN ARE PERMITTED SUBJECT TO THE APPROVAL OF THE CITY INSPECTOR. HOWEVER, EXCEPT FOR EMERGENCY SITUATIONS, ALL OTHER DEVIATIONS FROM THIS PLANMUSTBE DESIGNED BY THE PROJECT ENGINEER AND APPROVED BY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND THE CITY OF PORT ORCHARD. 5. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED BY THE OWNER AND/OR CONTRACTOR ON A FREQUENT BASIS AND IMMEDIATELY AFTER EACH RAINFALL, AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. ALL SEDIMENT MUST BE REMOVED FROM THE SILT FENCES, STRAW BALES, SEDIMENT PONDS, ETC. PRIOR TO THE SEDIMENT REACHING 1/2 ITS MAXIMUM POTENTIAL DEPTH. 7. AT NO TIME SHALL CONCRETE, CONCRETE BYPRODUCTS, VEHICLE FLUIDS, PAINT, CHEMICALS, OR OTHER POLLUTING MATTER BE PERMITTED TO DISCHARGE TO THE TEMPORARY OR PERMANENT DRAINAGE SYSTEM, OR TO DISCHARGE FROM THE PROJECT SITE. 8. PERMANENT DETENTION/RETENTION PONDS, PIPES, TANKS OR VAULTS MAY ONLY BE USED FOR SEDIMENT CONTAINMENT WHEN SPECIFICALLY INDICATED ON THESE PLANS. TEMPORARY & PERMANENT HYDROSEEDING 1. ALL AREAS CLEARED OR OTHERWISE DISTURBED SHALL BE APPROPRIATELY STABIUZED IN ACCORDANCE WITH THE NOTES & DETAILS SPECIFIED HEREWITH, AND THE TIMES SPECIFIED BY SECTION B-01.3 OF THE CURRENT EDITIDN OF THE W.S.D.O.T. STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 2. PERMANENT HYDROSEEDING - IN AREAS NOT INCLUDED WITHIN THE PROJECT BOUNDARY OR NOT INCLUDED IN THE PROPOSED LANDSCAPE PLAN SHALL ADHERE TO THE FOLLOWING SPECS: MINIMUM BO LBS./ACRE MIXTURE OR 15% KENTUCKY BLUEGRASS 40% TALL FESCUE 30%PERENNIAL RYE 15% CHENNGS FESCUE FERTIUZER - 400 LBS./ACRE OF 10-20-20 MULCH - 200D LBS./ACRE 3. TEMPORARY HYDROSEEDING - IN ALL AREAS DISTURBED DURING CONSTRUCTION THAT WILL RECEIVE PERMANENT LANDSCAPING SHALL BE SEEDED WIT ANNUAL RYE GRASS AS REQUIRED TO PRODUCE A SUITABLE TEMPORARY GROUND COVER. DRAINAGE NOTES 1. THE CONTRACTOR SHALL ENSURE THAT THE DRAINAGE IS INSTALLED AND OPERATIONAL PRIOR TO COMMENCEMENT OF PAVING WORK. 2. ALL STEEL PIPE AND PARTS SHALL BE GALVANIZED. ALL SUBMERGED STEEL PIPES AND PARTS SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT #1 OR BETTER. 3. IN THE EVENT ASBESTOS CEMENT PIPE IS ENCOUNTERED, THE CONTRACTOR SHALL PROVIDE PROTECTIVE CLOTHING AND EQUIPMENT TO CREWS WORKING WITH ASBESTOS CEMENT PIPE IN ORDER TO ENSURE WORKERS EXPOSURE TO ASBESTOS MATERIALS IS AT OR BELOW THE UMIT PRESCRIBED IN WAC 296-52-07705. REVISIONS DESCRIPTION MINIMUM EROSION AND SEDIMENTATION CONTROL REQUIREMENTS 1. STABILIZATION AND SEDIMENT TRAPPING. ALL EXPOSED AND 11. STABILIZATION OF TEMPORARY CONVEYANCE CHANNELS AND OUTLETS. UNWORKED SOILS, INCLUDING SOIL STOCKPILES, SHALL BE STABILIZED ALL TEMPORARY ON -SITE CONVEYANCE CHANNELS SHALL BE BY SUITABLE APPLICATION OF BMP'S WHICH PROTECT SOIL FROM DESIGNED, CONSTRUCTED AND STABILIZED TO PREVENT EROSION THE EROSIVE FORCES OF RAINDROP IMPACT AND FLOWING WATER. FROM THE EXPECTED FLOW VELOCITY FROM A 2-YR FREQUENCY, APPLICABLE PRACTICES INCLUDE, BUT ARE NOT LIMITED TO 24-HOUR DURATION STORM FOR THE POST -DEVELOPMENTAL VEGETATIVE ESTABLISHMENT, MULCHING, PLASTIC COVERING, CONDITION. STABIUZAT10N ADEQUATE TOO PREVENT EROSION OF AND THE EARLY APPLICATION OF GRAVEL BASE ON AREAS TO OUTLETS, ADJACENT STREAM BANKS, SLOPES AND DOWNSTREAM BE PAVED. FROM OCTOBER i TO APRIL 30, NO SOILS SHALL REACHES SHALL BE PROVIDED AT THE OUTLETS OF ALL CON - REMAIN UNSTABILIZED FOR MORE THAN 2 DAYS. FROM MAY 1 VEYANCE SYSTEMS. TO SEPTEMBER 30, NO SOILS SHALL REMAIN UNSTABILIZED 12. STORM DRAIN INLET PROTECTION. ALL STORM DRAIN INLETS MADE FOR MORE THAN 7 DAYS. OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT 2. AT ALL TIMES OF THE YEAR, THE CONTRACTOR SHALL HAVE STORM WATER RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM SUFFICIENT MATERIALS, EQUIPMENT AND LABOR ON -SITE TO WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE STABILIZE AND PREVENT EROSION FROM ALL DENUDED AREAS SEDIMENT. AFTER PROPER WRITTEN APPLICATION, THE REQUIREMENT WITHIN 12-HOURS AS SITE AND WEATHER CONDITIONS DICTATE. FOR INLET PROTECTION MAY BE WAIVED BY THE CITY ON A 3. FROM OCTOBER 1ST TO APRIL 30TH, THE PROJECT ENGINEER SITE -SPECIFIC BASIS WHEN THE CONVEYANCE SYSTEM DOWNSTREAM SHALL VISIT THE DEVELOPMENT SITE A MINIMUM OF ONCE PER OF THE INLET DISCHARGES TO AN APPROPRIATE SEDIMENT WEEK FOR THE PURPOSE OF INSPECTING THE EROSION AND CONTAINMENT BMP AND THE CONVEYANCE SYSTEM CAN BE SEDIMENTATION CONTROL FACILITIES, REVIEWING THE PROGRESS OF ADEQUATELY CLEANED FOLLOWING SITE STABILIZATON. CONSTRUCTION, AND VERIFYING THE EFFECTIVENESS OF THE EROSION 13. UNDERGROUND UTILITY CONSTRUCTION. THE CONSTRUCTION OF CONTROL MEASURES BEING UNDERTAKEN. THE PROJECT ENGINEER UNDERGROUND UTILITY LINES SHALL BE UMITED, WHERE FEASIBLE, SHALL IMMEDIATELY INFORM THE CITY DIRECTOR OF PUBLIC WORKS & TO NO MORE THAN 500 FEET OF OPEN TRENCH AT ANY ONE WSDOT (IF REQUIRED) OF ANY PROBLEMS OBSERVED DURING SAID TIME. WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS, SITE VISITS, AS WELL AS OF ANY RECOMMENDED CHANGES IN THE EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE EROSION CONTROL MEASURES TO BE UNDERTAKEN. WHEN REQUESTED OF THE TRENCH. DEWATERING DEVICES SHALL DISCHARGE TO AN BY THE CITY OR WSDOT THE PROJECT ENGINEER SHALL PROVIDE THE APPROPRIATE SEDIMENT TRAP OR POND, PRECEDED BY ADEQUATE CITY OR WSDOT WITH WRITTEN RECORDS OF SAID WEEKLY SITE VISITS, ENERGY DISSIPATION, PRIOR TO RUNOFF LEAVING THE SITE. INCLUDING DATES OF VISITS AND NOTED SITE OBSERVATIONS. 14. CONSTRUCTED ACCESS ROUTES. WHEREVER CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED ROADS, PROVISIONS MUST BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT (MUD) ONTO THE 4. IN THE EVENT THAT THE GROUND ON A PROJECT SITE IS LEFT BARE PAVED ROAD BY USE OF APPROPRIATE BMP'S SUCH AS STABILIZED AFTER SEPTEMBER 30TH, THE CITY OR STATE MAY ISSUE A STOP WORK CONSTRUCTION ENTRANCE. IF SEDIMENT IS TRANSPORTED ONTO A ORDER FOR THE ENTIRE PROJECT UNTIL SATISFACTORY CONTROLS ARE ROAD SURFACE, THE ROADS SHALL BE CLEANED THOROUGHLY, AS A PROVIDED. IN ADDITION, THE CITY OF PORT ORCHARD WILL BE SUBJECT MINIMUM, AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED TO THE PENALTIES PROVIDED IN CITY OF PORT ORCHARD STORMWATER FROM ROADS BY SHOVELING OR SWEEPING AND BE TRANSPORTED TO ORDINANCE AND APPLICABLE STATE REGULATIONS. A CONTROLLED SEDIMENT DISPOSAL AREA STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. 5. IN THE EVENT THAT GROUND ON A PROJECT SITE IS LEFT BARE 15. REMOVAL OF TEMPORARY BMP'S. ALL TEMPORARY EROSION AND AFTER SEPTEMBER 30TH, AND THE CITY OR STATE IS UNSUCCESSFUL SEDIMENT CONTROL BMP'S SHALL BE REMOVED WITHIN 30 DAYS IN CONTACTING THE CITY OF PORT ORCHARD OR HIS/HER DESIGNATED AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE EMERGENCY CONTACT PERSON, THE CITY OR STATE MAY ENTER THE TEMPORARY BMP'S ARE NO LONGER NEEDED. TRAPPED SEDIMENT PROJECT SITE AND INSTALL TEMPORARY GROUND COVER MEASURES AND SHALL BE REMOVED OR STABILIZED ON -SITE. DISTURBED SOIL BILL THE OWNER FOR ALL EXPENSES INCURRED BY THE CITY OR STATE. AREAS RESULTING FROM THE REMOVAL OF TEMPORARY BMP'S THESE COSTS WILL BE IN ADDITION TO ANY MONETARY PENALTIES SHALL BE PERMANENTLY STABILIZED. LEVIED AGAINST THE OWNER. 16, DEWATERING CONSTRUCTION SITES. DEWATERING DEVICES SHALL 6. DELINEATION OF CLEARING AND EASEMENT LIMITS. CLEARING LIMITS, DISCHARGE INTO AN APPROPRIATE SEDIMENT TRAP OR POND, SETBACKS, BUFFERS AND SENSITIVE OR CRITICAL AREAS SUCH AS DESIGNED TO ACCEPT SUCH A DISCHARGE, PRECEDED BY STEEP SLOPES, WETLANDS AND RIPARIAN CORRIDORS SHALL BE ADEQUATE ENERGY DISSIPATION, PRIOR TO RUNOFF LEAVING CLEARLY MARKED IN THE FIELD AND INSPECTED BY THE CITY OF THE SITE. PORT ORCHARD AND WSDOT PRIOR TO COMMENCEMENT OF LAND CLEARING ACTIVITIES. 17. CONTROL OF POLLUTANTS OTHER THAN SEDIMENT ON CONSTRUCTION 7. PROTECTION OF ADJACENT PROPERTIES. ADJACENT PROPERTIES SITES. ALL POLLUTANTS OTHER THAN SEDIMENTS THAT OCCUR ON -SITE DURING CONSTRUCTION SHALL BE HANDLED AND LEGALLY SHALL BE PROTECTED FROM SEDIMENT DEPOSITION BY APPROPRIATE DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION USE OF VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR OF STORM OR SURFACE WATERS, POLLUTANTS OF CONCERN INCLUDE, FILTERS, DIKES OR MULCHING, OR BY A COMBINATION OF THESE BUT ARE NOT LIMITED TO, FUELS, LUBRICANTS, SOLVENTS, CONCRETE MEASURES AND OTHER APPROPRIATE BMP'S. BYPRODUCTS AND CONSTRUCTION MATERIALS. 8. TIMING AND STABILIZATION OF SEDIMENT TRAPPING MEASURES. 18. MAINTENANCE. ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT PONDS AND TRAPS, PERIMETER DIKES, SEDIMENT SEDIMENT CONTROL BMP'S SHALL BE MAINTAINED AND REPAIRED BARRIERS AND OTHER BMP'S INTENDED TO TRAP SEDIMENT AS NEEDED TO ENSURE CONTINUED PERFORMANCE OF THEIR ON -SITE SHALL BE CONSTRUCTED AS A FIRST STEP IN GRADING. INTENDED FUNCTION. ALL MAINTENANCE AND REPAIR SHALL BE THESE BMP'S SHALL BE FUNCTIONAL BEFORE LAND DISTURBING CONDUCTED IN ACCORDANCE WITH KITSAP COUNTY STORMWATER ACTIVITIES TAKE PLACE. EARTHEN STRUCTURES SUCH AS DAMS, DESIGN MANUAL CHAPTER 3. THE APPLICANT SHALL BE RESPONSIBLE DIKES, AND DIVERSIONS SHALL BE STABILIZED ACCORDING TO FOR ASSURING THAT ANY SUCH FACILITIES DAMAGED DURING FLOODS, THE TIMING INDICATED IN ITEM (1) ABOVE. STORMS OR OTHER ADVERSE WEATHER CONDITIONS ARE IMMEDIATELY 9. SLOPE STABILIZATION. CUT AND FILL SLOPES SHALL BE CONSTRUCTED RETURNED TO NORMAL OPERATING CONDITION. IN A MANNER THAT WILL MINIMIZE EROSION. ROUGHENED SOIL SURFACES 19 FINANCIAL LIABILITY. A PERFORMANCE COVENANT OR PERFORMANCE ARE PREFERRED TO SMOOTH SURFACES. INTERCEPTORS SHOULD BE SURETY, SHALL BE REQUIRED FOR ALL PROJECTS TO ENSURE CONSTRUCTED THE TOP LONG, STEEP SLOPES HAVE COMPLIANCE WITH THE APPROVED EROSION AND SEDIMENT CONTROL SIGNIFICANT AREAS ABOVE THAT CONTRIBUTE RUNOFF..CONCENTRATED PLAN, AS OUTLINED IN SECTION 4.0 OF THE CITY OF PORT ORCHARD RUNOFF SHOULD NOT BE ALLOWED FLOW DOWN THE FACE OF A STORMWATER ORDINANCE. N CUT OR FILL SLOPE UNLESS CONTAINED WITHIN AN ADEQUATE CHANNEL OR PIPE SLOPE DRAIN. WHEREVER A SLOPE FACE CROSSES A WATER SEEPAGE PLANE, ADEQUATE DRAINAGE OR OTHER PRO- TECTION SHOULD BE PROVIDED. IN ADDITION, SLOPES SHOULD BE STABILIZED IN ACCORDANCE WITH ITEM (1) ABOVE INSPECTION SCHEDULE 1. THE CONTRACTOR SHALL NOTIFY CITY OF PORT ORCHARD & WASHINGTON STATE DEPARTMENT OF TRANSPORTATION TO ARRANGE FOR INSPECTION OF THE VARIOUS PHASES OF WORK CHECKED BELOW. ALL INSPECTIONS SHALL BE COMPLETED PRIOR TO PROCEEDING WITH THE NEXT PHASE OF WORK. _]G LOCATION OF THE ROAD APPROACH _]G CLEARING LIMITS _]G IMPLEMENTATION OF THE VARIOUS PHASES OF THE EROSION AND SEDIMENTATION CONTROL PLAN _]G PLACEMENT OF DRAINAGE STRUCTURES PRIOR TO BACK FILLING. INCLUDING PCND EMBANKMENTS PRIOR TO PLACEMENT OF THE DETENTION OUTLET CONTROL STRUCTURE _]G INSPECTION OF PREPARED SUB -GRADE - _]GINSPECTICN OF GRAVEL BASE PLACEMENT _]G INSPECTION OF CRUSHED SURFACING PLACEMENT _]G INSPECTION OF FINE -GRADING PRIOR TO PAVING _]G INSPECTION OF PAVING OPERATIONS _]G FINAL INSPECTION 2. THE CONTRACTOR SHALL BE RESPONSIBLE FCR ALL WORK PERFORMED AND SHALL ENSURE THAT CONSTRUCTION IS ACCEPTABLE TO WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND CITY OF PORT ORCHARD, 3. IF INSPECTION IS NOT CALLED FOR PRIOR TO COMPLETION OF ANY ITEM OF WORK SO DESIGNATED, SPECIAL DESTRUCTIVE AND/OR NON-DESTRUCTIVE TESTING PROCEDURES MAY BE REQUIRED TO ENSURE THE ACCEPTABILITY OF THE WORK. IF SUCH PROCEDURES ARE REWIRED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH THE TESTING AND/OR RESTORATION CL THE WORK. T. E. S. C. MAINTENANCE REQUIREMENTS 1. EROSION AND SEDIMENTATION CONTROL FACILITIES SHALL BE INSPECTED AFTER EACH STORM EVENT AND DAILY DURING PROLONGED RAINFALL. 2. NECESSARY REPAIRS OR REPLACEMENT OF FACILITIES SHALL BE ACCOMPLISHED WITHIN 24 HOURS. 3. SEDIMENT DEPOSITS SHALL BE REMOVED AFTER EACH STORM EVENT OR WHEN THE LEVEL OF DEPOSITION REACHES APPROXIMATELY ONE-HALF OF THE MAXIMUM POTENTIAL DEPTH. 4. SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE ESC FACILITIES ARE NO LONGER REWIRED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED. 5. TEMPORARY EROSION AND SEDIMENTATION CONTROL FACILITIES SHALL BE MAINTAINED BY: 10. CONTROLLING OFF -SITE EROSION. PROPERTIES AND WATERWAYS GENERAL NOTES DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE MOST CURRENT FROM EROSION DUE TO INCREASES IN THE VOLUME, VELOCITY, STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION AND PEAK FLOW RATE OF STORMWATER RUNOFF FROM THE PREPARED BY WSDOT, APWA AND AS ADOPTED BY THE CITY OF PORT ORCHARD. DEVELOPMENT SITE BY THE IMPLEMENTATION OF APPROPRIATE BMP'S TO MINIMIZE ADVERSE DOWNSTREAM IMPACTS, 2. ANY REVISIONS TO THE ACCEPTED CONSTRUCTION PLANS SHALL BE REVIEWED CONSTRUCTION SEQUENCE 1. APPLY FOR AND PICK UP ANY REQUIRED ROAD APPROACH, OR RIGHT OF WAY PERMITS FROM THE CITY OF PORT ORCHARD. 2. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE(S). 3. CONSTRUCT FILTER FENCE BARRIERS. 4. CONSTRUCT SEDIMENTATION BASINS. 5. CONSTRUCT RUNOFF INTERCEPTION AND DIVERSION DITCHES. 6. CLEAR AND GRADE THE MINIMUM SITE AREA REQUIRED FOR CONSTRUCTION OF THE VARIOUS PHASES OF WORK. 7. PROVIDE TEMPORARY HYDROSEEDING OR OTHER SOURCE CONTROL STABILIZATION MEASURES ON ALL DISTURBED SOILS. 8, MAINTAIN ALL EROSION AND SEDIMENTATION CONTROL FACILITIES TO PROVIDE THE REQUIRED PROTECTION OF DOWNSTREAM WATER QUALITY. 9. PROVIDE PERMANENT SITE STABILIZATION. 10. EROSION AND SEDIMENTATION CONTROL FACILITIES SHALL NOT BE REMOVED UNTIL CONSTRUCTION IS COMPLETE AND ACCEPTED BY THE CITY OF PORT ORCHARD. TO BE DETERMINED AT PRECONSTRUCTION MEETING EMERGENCY PHONE NUMBER THE OWNER'S REPRESENTATIVE SHALL BE TO BE DETERMINED AT PRECONSTRUCTION MEETING EMERGENCY PHONE NUMBER AND APPROVED BY THE CITY AND/OR WSDOT PRIOR TO IMPLEMENTATION IN THE FIELD. 3. THE CONTRACTOR SHALL MAINTAIN A SET OF ACCEPTED CONSTRUCTION DRAWINGS ON SITE AT ALL TIMES WHILE CONSTRUCTION IS IN PROGRESS. 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS (IF APPLICABLE) FROM WSDOT OR THE CITY PRIOR TO COMMENCING ANY WORK WITHIN CITY RIGHT-OF-WAY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE TRAFFIC CONTROL AT ALL TIMES DURING CONSTRUCTION ALONGSIDE OR WITHIN ALL PUBLIC ROADWAYS. TRAFFIC FLOW ON EXISTING PUBLIC ROADWAYS SHALL BE MAINTAINED AT ALL TIMES, UNLESS PERMISSION IS OBTAINED FROM THE CITY FOR ROAD CLOSURE AND/OR DETOURS. 6. THE LOCATIONS OF EXISTING UTILITIES ON THIS PLAN IS APPROXIMATE ONLY. THE CONTRACTOR SHALL CONTACT THE UNDERGROUND LOCATE' CENTER AT PH: 1-8ID-424-5555, AND NON -SUBSCRIBING INDIVIDUAL UTILITY COMPANIES 48 HOURS IN ADVANCE OF THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL PROVIDE FOR PROTECTION OF EXISTING UTILITIES FROM DAMAGE CAUSED BY THE CONTRACTOR'S OPERATIONS. 7. ROCKERIES OR OTHER RETAINING STRUCTURE EXCEEDING 4 FT. IN HEIGHT REQUIRE A SEPARATE PERMIT FROM THE CITY OF PORT ORCHARD BUILDING DEPARTMENT. CT I VAIt A N.L.DESIGNED `_14 NLOlson & Associates, Inc. Engineering, Planning and Surveying (360)895-2350 or (360) 876-2284 2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366 RPJ 9/12 DRAWN JAT 9/12 CHECKED NL011 9/12 APPROVED ACCEPTED FILTER FABRIC MATERIAL W WIDE ROLLS USE STAPLES OR WRE RINGS TO ATTACH FABRIC TO WIRE DRAINAGE GRATE- 5" MAX GRATE FRAME 3EDIMENT 4ND DEBRIS FILTERED WATER DRAINAGE GRATE ry RECTANGULAR GRATE SHOWN BELOW INLET GRATE I NOTES: 1. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORM WATER STRUCTURE IT WILL SERVICE. 2. THE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 3. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. 4. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). BURY BOTTOM O FILTER MATERIAL IN Ir BY 1Y TRENCH Y BY 4' WOW POSES, STANDARD OR BETTER OR EOUAL ALTERNATIVE: STEEL FENCE POSTS ELEVATION 2' BY Y BY 14 GA WIRE FABRIC OR EQUIV. 2' BY r BY 14 GA WARE FABRIC OR EQUIV.- SECTION VIEW NOT TO SCALE BYPASS INLET GRATE DEVICE SYSTEM BYPASS (TYP.) ISOMETRIC VIEW STORM DRAIN INLET PROTECTION DETAIL NOT TO SCALE FILTER FABRIC GRAVEL NOT REQUIRED IF FENCE „_F,,,_, ,,-GRAVEL NATIVE VEGETATION PROVIDE WASHED GRAVEL BACKFIIL H�:w� eN W TRENCH AND ON BOTH SIDES OF FILTER FABRIC ON THE SURFACE ' i r T 1} B' MIN.- .- t BY 4' WOW POST ALT, STEEL FENCE POSTS SILT FENCE NOT TO SCALE (BHP E3.10) SEE WSDOT STD PLAN 1-30.10-00 TYPICAL CROSS SECTION TESC NOTES AND DETAILS FOR: City of Port Orchard Pedestrian Enhancement Project City of Port Orchard Mosquito Fleet Trail 216 Prospect Street Situate Within Gov't Lots 1, 2,31 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26, Port Orchard, WA 98366 Township 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington. SCALE: AS SHOWN DATE: Sep. 12, 2012 DRAWING NUMBER 097337-407242 SHEET GENERAL STRUCTURAL NOTES REINFORCING: POST INSTALLED ANCHORS BUILDING CODE: 2009 EDITION OF THE INTERNATIONAL BUILDING CODE, AS AMENDED BY CITY OF PORT ORCHARD AND THE 2012 WSDOT STANDARD SPECIFICATIONS. ALL GRAVITY LOADS RESISTING AND LATERAL LOAD RESISTING STRUCTURAL MEMBERS ARE SHOWN ON THE ENGINEERING S PAGES. THE ENGINEERING CALCULATIONS ARE NOT REQUIRED TO BE REFERENCED FOR CONSTRUCTION, AND DON'T NEED TO BE ONSITE. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS HAVE BEEN INSTALLED. ENGINEER AND DESIGNER SHALL BE NOTIFIED BY THE CONTRACTOR OF ANY DISCREPANCIES AT THE TIME THEY ARE NOTED. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITY LINES. CALL 1-800-424-5555 48 HOURS BEFORE DIGGING. INFORM ENGINEER OF ALL CHANGES PROPOSED ON THE DRAWINGS OR SPECIFICATIONS PRIOR TO CONSTRUCTION OF THE CHANGE. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION MEANS, METHOD, TECHNIQUES, SEQUENCES, PROCEDURES, SAFETY OF THE WORKERS AND STABILITY OF THE STRUCTURE DURING CONSTRUCTION AND FOR COORDINATING ALL PORTIONS OF THE WORK. DRAWINGS SHALL BE USED FOR ONLY ONE CONSTRUCTION AND FOR LOCATIONS INDICATED HEREIN. LOADS: GROUND SNOW LOAD = 30 PSF FLOOR LIVE LOAD = 100 PSF. WIND LOAD = 85 MPH BASIC WIND SPEED, EXPOSURE B. SEISMIC DESIGN CATEGORY D2 FOUNDATIONS: ALL FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED SOIL OR APPROVED FILL 12" MINIMUM BELOW FINISHED GRADE. FINISHED GRADE IS DEFINED AS TOP OF SLAB FOR INTERIOR FOOTINGS AND LOWEST ADJACENT GRADE EXTENDING UP TO 5 FEET FROM WALL FOR PERIMETER FOOTINGS. DESIGN SOIL BEARING VALUE = 1,500 PSF. WHERE REQUIRED BY THE BUILDING OFFICIAL, THE CLASSIFICATION AND INVESTIGATION OF THE SOIL SHALL BE PERFORMED BY A REGISTERED DESIGN PROFESSIONAL (1806.2) UNLESS A SOIL INVESTIGATION IS PROVIDED. FOUNDATION DESIGN IS BASED ON AN ASSUMED AVERAGE SOIL BEARING OF 1500 PSF. ORGANIC SILT, ORGANIC CLAYS, PEAT OR UNPREPARED FILL SHALL NOT BE ASSUMED TO HAVE A BEARING CAPACITY (1806.2). THIS ENGINEERING IS BASED ON SITE CLASS D SOILS IN ACCORDANCE WITH TABLE 1613.5.2 OF THE 2009 IBC. SITE GRADING: THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDING AT A SLOPE OF NOT LESS THAN 5 PERCENT FOR A MINIMUM OF 10 FEET (1804.3). COMPACTED FILL MATERIAL SHALL NOT BE USED UNLESS ALLOWED BY A SOILS ENGINEERING REPORT (1803.5.8). CONCRETE: MINIMUM 28 DAY STRENGTH 4,000 PSI (f'c = 4,000 PSI), UNLESS OTHERWISE NOTED. ALL CONCRETE CONSTRUCTION SHALL CONFORM TO A.C.I. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED, EXCEPT THAT SLABS ON GRADE NEED BE VIBRATE ONLY AT TRENCHES, FLOOR DUCTS, TURNDOWNS, ETC. MINIMUM SLUMP 4-1/2" FOR CONCRETE WITHOUT PLASTICIZER. IF PLASTICIZER IS USED, A HIGHER FINAL SLUMP MAY BE ALLOWED UPON STRUCTURAL ENGINEERS APPROVAL UNLESS APPROVED OTHERWISE IN WRITING BY THE ENGINEER, ALL CONCRETE SLABS ON GRADE SHALL BE BOUND BY CONTROL JOINTS (KEYED OR SAW CUT), AS SHOWN ON THE FOUNDATION PLAN, SUCH THAT THE ENCLOSED AREA DOES NOT EXCEED 225 SQUARE FEET. KEYED CONTROL JOINTS NEED ONLY OCCUR AT EXPOSED EDGES DURING POURING, ALL OTHER JOINTS MAY BE SAW CUT. FLY ASH SHALL BE LIMITED TO 18% OF CEMENTITIOUS MATERIALS AND SHALL HAVE A REPLACEMENT FACTOR OF 1.2 RELATIVE TO CEMENT REPLACED. NO FLY ASH ADDITIVES SHALL BE USED IN FLATWORK OR ARCHITECTURALLY EXPOSED CONCRETE. STRUCTURAL STEEL: STRUCTURAL WIDE FLANGE SHAPES ARE TO BE ASTM A992 GRADE 50 (FY=50 KSI). STRUCTURAL PIPE IS TO BE ASTM A53 GRADE B (FY=35 KSI). ALL OTHER STRUCTURAL STEEL SHALL MEET ASTM A36 (FY=36 KSI). WELDING WELDING SHALL BE PERFORMED IN ACCORDANCE NTH AWS D1.1 AND APPROVED BY THE ENGINEER OF RECORD. WELD FILLER FOR THIS PROJECT MUST MEET REQUIREMENTS FOR AN ORDINARY MOMENT FRAME CONSTRUCTION INCLUDING THE FOLLOWING: 1) WELD FILLER SHALL BE E70XX (FY=70 KSI). 2) WELD FILLER SHALL MEET CHARPY V—NOTCH TOUGHNESS OF 20 FT —LB AT 0' F. GROUT ALL GROUT SHALL BE 5,000 PSI COMPRESSIVE STRENGTH (MINIMUM) AND NON —SHRINK. REVISIONS DESCRIPTION DESIGNED DRAWN CHECKED APPROVED ACCEPTED REINFORCING STEEL SHALL BE ASTM A615 (Fy = 60 KSI) DEFORMED BARS. NO TACK WELDING OF REINFORCING BARS ALLOWED WITHOUT PRIOR REVIEW OF PROCEDURE BY THE STRUCTURAL ENGINEER. LATEST A.C.I. CODE AND DETAILING MANUAL SPECIFICATIONS APPLY. CLEAR CONCRETE COVERAGES ARE AS FOLLOWS: CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" EXPOSED TO EARTH OR WEATHER _ #6 OR LARGER 2" #5 AND SMALLER 1 1/2" ALL OTHER PER LATEST EDITION OF ACI 318. LAP SCHEDULE FOR REINFORCING STEEL 1. TOP BARS ARE ANY HORIZONTAL BARS PLACED SO THAT MORE THAN 12" OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE REINFORCEMENT. 2. UNLESS NOTED OTHERWISE, LAP SPLICES ON CONCRETE BEAMS, SLABS, WALLS, AND FOOTINGS SHALL BE CLASS "B" TENSION LAP SPLICES. 3. CONTACT STRUCTURAL ENGINEER IF CENTER TO CENTER SPACING OF REINFORCEMENT IS LESS THAN OR EQUAL TO 3 BAR DIAMETERS (c3db). CLASS B TENSION SPUCE LENGTHS CONC. PSI I fc=2,500/3000 PSI f-4,000 PSI fc=5,000 PSI BAR LOCATION REGULAR _ TOP _ REGULAR TOP REGULAR I TOP SPACING SIZE >36 >6db — >3db >6db — >3db >6db — 13db >6db — >3db >6db — >3db >6db — #3 6' 16° is" 18" 16" 16" 18, 19" 16' 16" 16" 16" #4 22" 22" 28" 28" 19" 19' 24" 24" 17" 17" 22" 22' #5 27" 27" 35" 35' 23" 23" 30" 30" 21" 21' 27" 27" 48" 42' 31" 28° 40" 38" 27" 25" 38" 33" 49" 42° 33" 54" 42' 37" 29' 48' 38' 58" 55" 37" 71" 49' 49" 33" 64" 43" a [162" 83" 69" 42' 90" 55" 62" 38" 81' 49" 76" 88° 50°114" 65" 79" 45"102" 59" 93" 108" 62° 140" 80' 1 97" 55" 126" 72' CONCRETE MINIMUM REINFORCEMENT: THE FOLLOWING MINIMUM REINFORCEMENT SHALL BE PROVIDED UNLESS NOTED OTHERWISE ON THE DRAWING: 1. PROVIDE HORIZONTAL CORNER BARS AT ALL FOOTING AND WALL CORNERS, AND HOOK BARS FOR T INTERSECTIONS WITH EQUAL SIZE AND SPACING OF THE HORIZONTAL REINFORCING USING THE INDICATED DETAILS OF SIMILAR SECTIONS AND DETAILS AS TYPICAL. 2. PROVIDE ONE #4 VERTICAL BAR — FULL HEIGHT OF WALL AT THE CORNER OR T INTERSECTION. 3. PROVIDE A MINIMUM OF 0.2% REINFORCEMENT OF GROSS CONCRETE AREA OF WALL IN HORIZONTAL DIRECTION AND 0.12% IN VERTICAL DIRECTION. MAXIMUM REBAR SPACING IS 18" O.C. IN EACH DIRECTION. 4. PROVIDE A MINIMUM #4 BARS AT 12" ON CENTER IN ISOLATED FOOTINGS. 5. PROVIDE REINFORCING CHAIRS IN ACCORDANCE WITH THE CRSI PLACING MANUAL. 6. PROVIDE WWF 6X6X10X10 FOR 4" SLAB. 7. PROVIDE CONSTRUCTION JOINT AT 20' MAXIMUM UNLESS NOTED OTHERWISE (SAW CUT 25% OF SLAB THICKNESS). SPECIAL INSPECTIONS THE FOLLOWING SPECIAL INSPECTIONS ARE REQUIRED PER CHAPTER 17 OF THE 2009 INTERNATIONAL BUILDING CODE TO BE PERFORMED BY AN INDEPENDENT THIRD PARTY INSPECTOR. STEEL 1) PERIODIC INSPECTION OF HIGH STRENGTH BOLTING. WELDING 1) PERIODIC INSPECTION OF DECK WELDS. 2) PERIODIC INSPECTION OF FIELD WELDING. 3) MATERIAL VERIFICATION OF WELD FILLER MATERIALS. ANCHORAGE 1) PERIODIC INSPECTION OF POST INSTALLED (EPDXY OR MECHANICAL) ANCHORAGE. 2) CONTINUOUS INSPECTION OF POST INSTALLED (EPDXY OR MECHANICAL) ANCHORAGE FOR USE WITH TENSION APPLICATIONS. CONCRETE 1) VERIFICATION OF HIGH STRENGTH ANCHORAGE PRIOR TO POUR. 2) VERIFICATION OF CONCRETE STRENGTH > 2500 PSI. HELICAL ANCHORS 1) PERIODIC TESTING OF TENSION APPLICATION 2) CONTINUOUS MONITORING OF COMPRESSION APPLICATIONS. A 6,!&N.L. Olson &'Associates, InI Engineering, Planning and Surveying (360) 895-2350 or (360) 876-2284 2453 Bethel Avenue, P.O. Box 637, Pon Orcbxd, WA 98366 POST —INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER —OF —RECORD PRIOR TO INSTALLING POST —INSTALLED ANCHORS IN PLACE OF MISSING OR MISPLACED CAST —IN —PLACE ANCHORS. CARE SHALL BE TAKEN IN PLACING POST —INSTALLED ANCHORS TO AVOID CONFLICTS WITH EXISTING REBAR. HOLES SHALL BE DRILLED AND CLEANED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTRUCTIONS. SUBSTITUTION REQUESTS, FOR PRODUCTS OTHER THAN THOSE SPECIFIED BELOW, SHALL BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER —OF —RECORD ALONG WITH CALCULATIONS THAT ARE PREPARED & SEALED BY A REGISTERED PROFESSIONAL ENGINEER. THE CALCULATIONS SHALL DEMONSTRATE THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING EQUIVALENT PERFORMANCE VALUES (MINIMUM) OF THE SPECIFIED PRODUCT USING THE APPROPRIATE DESIGN PROCEDURE AND/OR STANDARD(S) AS REQUIRED BY THE BUILDING CODE ADHESIVE ANCHORS FOR USE IN CRACKED AND UNCRACKED CONCRETE SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC—ES AC308. PRE —APPROVED ADHESIVE ANCHORS INCLUDE: SIMPSON STRONG —TIE "SET—XP" (ICC—ES ESR-2508) MECHANICAL ANCHORS SHALL BE SIMPSON T1TEN HD OR EQUAL STRUCTURAL NOTES City of Port Orchard Pedestrian Enhancement Project " 4 , Mosquito Fleet Trail ` Situate Within Gov't, Lots 1, 2, 3 and 4, Section 25 and within Gov"t. Lots 3 and 4, Section 26, Township 24 North, Range i East, W.M., City of Port Orchard, 3 P g t, ty hard, ICitsap County, Washington. FOR: City of Port Orchard 216 Prospect Street Port Orchard, WA 98366 SCALE: NONE DATE: Sep. 12, 2012 DRAWING NUMBER 097337-407245 SHEET SO.1 REVISIONS DESCRIPTION a PROPOSED CONCRETE-, 4 TRANSITION TO EXISTING GRADE (SEE CIML.fLANS G a a e a J _= 1 EXISTING LIGHT FIXTURE TO REMAIN 1 134LF OF PROPOSED) ' / RAILING (SEE SHEET S1.1) 915LF OF PROPOSED J CONCRETE TRANSITION CURB AROUND PERIMETER OF PROPOSED GRATE (SEE PROPOSED SIGNAGE SHEET S1.1) (SEE SHEET C5.0) I I I ' BOARDWALK DECKING PLAN STA: 7+98 TO 8+88 SCALE 1"=5' BOARDWALK DECKING PLAN STA:11+50 TO 12+26 SCALE 1"=5' MARINA BOARDWALK DECKING PLANS FOR: SCALE: 1"=5' BY DATE A N.L.p� A Inc.- MMZ 9/12 O�J NLOlson & Associates, I - City of Port Orchard Pedestrian Enhancement Project City of Port Orchard DATE: Sep. 12, 2012 DESIGNED DRAWN JAT 9/12 Engineering, Planning and Surveying 0p� .��, �x.e Mosquito Fleet Trail 216 Prospect Street DRAWING NUMBER CHECKED NLOIJ 9/12 (360) 895-2350 or (360) 876-2284 APPROVED ,� s-'o y IKr' j , ���' f `v3701i 8N �" Situate Within Gov't. Lots I, 2, 3 and 4, Section 25 and within Gov'L Lots 3 and 4, Section 26. Port Orchard, WA 98366 097337-407246 2453 Betue4 Avenue, P.O. Box 637, Port Orcbt d, WA 98366 4 _ Tovmshlp 24 North, Range I East, W.M., City of Port Orchard, Kitsap County, Washington. SHEET .SI.0 ACCEPTED DIAM. SCH 40 PIPE _X CONC. PIER DESCRIPTION —EX 12" DIAM. POST 1-1/2" DIAM. SCH 40 PIPE l� ® 4.0' O.C. a° EX RAII. jI { L T I I I 12' 'I II L 3x6xA GALVANIZED ANGLE CONTINUOUS W/ GRATE TB940 SAFE—T GRID y #12x3X� GALVANIZED SCREWS ® 6" 2" THICK W/ T13-50 CLIPS NEW PT 2x6 SILL AS REO'D BY MANUFACTURER W/ X"x6 TITEN ANCHORS ® 4' O.C. 1-1/2" DIAM. SCH 40 PIPE j CONCRETE TRANSITION CURB ® 4.0' O.C. a (SEE DETAIL THIS SHEET) REMOVE EX PLANKS REMOVE EX 6x6--- -- POST MAY CASTPLACE i OR RE DRILLED ANDND GROUTED z IN PLACE. VO GALVANIZED THRU BOLTS (2) PER POST -na 2' THICK GRATE M io CONC. TRANSITON CURB EXISTING BEAM TO BE REPLACED ,I ° W/ 3hx16h PRESSURE TREATED GLUELAM OF 24F—V4 / �1 a � GRATE ATTACHMENT PER MANUFACTURES RECOMMENDATION T•4 ASPHALT PILE REPAIRV �. PER FORCE ACCOUNT - REPLACE RIP —RAP UNDER EXPOSED 2x4 P.T. SILL PLATE - a - /.. FOOTING AS NEEDED PER FORCE ACCOUNT ITEM W/ Jl-0 ANCHORS ® 4' O.C. — / 1" CLR ° °`. / 4 c a{ • • 10' BASE COARSE 4 (4) 0 CONTINUOUS �A MARINA BOARDWALK SECTION CONCRETE TRANSITION CURB SCALE 1"=1' N.T.S. 4„ $ rsya•ri*,P �S' eR5' °g .eagac sg REVISIONS By DATE T�7 N7 - MARINA BOARDWALK SECTION & DETAILS FOR: SCALE: AS SHOWN DESIGNED MMZ 9/12 d_TA N.L. Olson & Associates, Inc. - a= DATE: Sep. 12, 2012 City of Port Orchard Pedestrian Enhancement Project City of Port Orchard DRAWN JAT 9/12 Engineering, Planning and Surveying i0da qj 919 v 44poA$@y, 409�p�44 DRAWING NUMBER CHECKED NLOII s/12 sro , e �� fax`,, e �` Mosquito Fleet Trail 216 Prospect Street (360) 895-2350 or (360) 876-2284 s ss 097337-407247 APPROVED Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26, Port Orchard, WA 98366 2453 Bethel Avenue, P.O. Box 637, Port Orchud, WA 98366 �' %r} .r"l, _ Township 24 North, Range I East, W.M., City of Port Orchard, Kitsap Counvy, Washington. SHEET S 1.1 ACCEPTED DESCRIPTION 17Lt11-.11Jt11..11 l..l\Lili11 JJ1V1/Vli JLil.. 11"IN 125' SPAN SCALE 1'=5' ------4—,---------------------------------------------------------------------- /---------- ++/ --F; 6' kE CONCRETE SURFACE ° IN MIDDLE a - - 14' PATH- CLEAR DISTANCE -- a uI I nl nnnnnI nnn nn�nnInnI nnnnnnnnnn�nunmn nnn„,nn.nr nimunnmm�mnnnnnuunnnuumluumnunnumnluilmliun u1I al m�ltI mlIl nulln��m�n11 m�11m11�I nII nmnlF1111411111811, uInunmnunumnmmnmnmmnmu��nnnum i�mnmmnl innnm 6mnnmn� 6lIulImnmlInlI nnmunliIuunnnmnn nnnnn �: lliinnumnuunuuunnimntuinnnmummuiuntmonmonnuuuwnxunnun�uuumnnuunnnuunnuunnnuumnunnounuuuwunnununnuuu m n pnIu�_m IIun InInui u fm11MI, �mn` .nunn.nn �1111111 I1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlllllllllllllllllll lllll llll�B .� ---—}------------------------------------------------------------— — — — — — — - --- =--- ---- �- - BLACKJACK CREEK BRIDGESEE S2. PLAN VIEW / T !ABUTMENT SEE z 17 , 125' SPAN SCALE 1"=5, d REVISIONS BY DATE I w `off N.L. Olson & Associates, Inc.' Engineering, Planning and Surveying (360) 895-2350 or (360) 876-2284 2453 Bethel Avenue, P.O. Box 637, Port Omherd, WA 98366 o @�, 919 y4' est qy E 6� }J g_ 'r� a rA9 `, 409(6 G���4�y4 �S7p•A EN6� • BRIDGE SECTION AND PLAN City of Port Orchard Pedestrian Enhancement Project Mosquito Fleet Trail Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26, Township p 24 North, Range 1 East, W.M., city Of POLL OICi73I'd, Kitsap County, Washington. FOR: City of Port Orchard 216 Prospect Street Port Orchard, WA 98366 SCALE: P' = 5' DESIGNED MMZ 9/12 DATE: Sep. 12, 2012 DRAWN JAT 9/12 DRAWING NUMBER 097337-407248 CHECKED NLOII 9/12 APPROVED ACCEPTED SHEET 52.0 Blow USCS o aw General o per (ft) Notes SYMBOL � (N—Value) DESCRIPTION 16" SCH 80 PIPE F 4 TOTAL REQUIRED W/ PILE TIP SCALE 1"=2' —"I t Notteess Uses a o Blow g SYMBOL � (N—Value) Asphalt 1 3/4 inches thick 6 1 FILL?-. Brownish Brownish Gray Poorly Graded SAND, loose, moist - 1 — Contains trace gravel - a — Contains fine to medium grained sand particles 2 B1, 2.5 ft 3153 8 5.0 ft — Groundwater encountered at 6 ft bgsal, N 3 J 7 al, 7.5 ft J li — Becomes fine grained and saturated 8 — Sit Content increases N 9 3 10 al. 10.0 ft — Grades to Grayish Brawn 11 4 12 SECTION A —A 13 14 B1, 15.0 it5 NATIVE?: Well Graded GRAVEL with sand, medium dense, wet 16 — Semi —angular to rounded grovel 14 — Contains medium to coarse grained send particles 6" ORIZ ® TOP GALVANIZED 2EADED ROD EMBED (MIN) 3 @18, )P @I B" L. 12" 12" IZ GW 02 17 #5 HORIZ ® TOP T 18 ANCHOR BOLT (VERIFY BOLT LOCATION 19 AND DIAMETER) B7, 20.0 ft 2C4 Dark Gray Silty SAND with trace gravel, medium dense, wet ' — Contains medium grained sand particles 15 9 2 SM 3- 4- 9 Well Graded GRAVEL with sand, medium dense, wet 16" SCH 80 PIPE PILE 5 — Contains medium to coarse grained sand particles 6 0 25 °O 7 (4) #5 VERT GW 8 #3 TIES 0 16" - 9 B1, 30.0 ft 3 2 — Contains interbedding sand layers ry SECTION c—c 7 1 42 End of baring at 31.5 ft bgs ABLgUENT DETAILS 00 SCALE 1"=1' r� BRIDGE FOUNDATION DETAILS FOR: SCALE: AS SHOWN REVISIONS By DATE A L. 9 DESIGNED MMZ 9/12 � 4 N•L. Olson & Associates Inc. DATE: Sap. ER 2012 � City of Port Orchard Pedestrian Enhancement Project City of Port Orchard DRAWN JAT 9/12 Engineering, Planning and Surveying °0? ge3 g19 v y4'aABGCA 4OSA6 _ DRAWING NUMBER Mosquito Fleet Trail 216 Prospect Street CHECKED NL011 9/12 (360) 895-2350 or (360) 876-2284 Ssro t. ENa 3 �Sto'e1. BN d 097337-407249 Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov t. Lots 3 and 4, Section 26, Port Orchard, WA 98366 APPROVED 2453 Bethel Avenue, P.O. Box 637, Port Omhard, WA 98366 ,. TownshI 24 Nh, RaII e 1 East, W.M., CI of Port Orchard,Kltsa Cashin on. ACCEPTED p ort�' poun �' W SHEET 52.1 PLAN U SCALE 1"=1' HELICAL TIEBACK ANCHOR ELEVATION (25K ALLOW TENSION CAPACITY) SCALE r=r rf �z -{ d (4) #6(4> #6 EPDXY -- --- COATED BARS 4 e ° •Qe #4 HOOP (3) #6 —#4 ® 12" HORIZ. II 71. #5 L ®12" HORIZ. ® 12" O.C. 16" AL ANCHOR A SECTION 53.0 SCALE 1"=1' #6 HORIZ. JIN FOOTING (3) #4 HOOP ® R MIDDLE & BOTTOM B SECa'ION 53.0 SCALE 1"=1' #4 HOOP 12` O.C. ed (3) #6 0 HOOP ®TOP, MIDDLE & BOTTOM U ± COATED BARS {� TOP OF WALL ELEVATION I 6` 6" BELOW FINISH GRADE I (3) #4 HORIZ. ®9" O.C. 12" �LENGTH 4 0F GRADE BEAML 1 _ a d e e 4 < °12' - d e #4 HOOP (TOP) U N ( d I. L de - #4 HOOP (TOP) n e d < d ^a �,4 e d - ed (2) #4 HOOP (MIDDLE &BOTTOM) ed `a d 8 a dd de ° .e 06 HORIZ 12` SPACING 3) #4 HORIZ. #4 ® 12" HORIZ. IN FOOTING (5 TOTAL) EACH SIDE MIDDLE & BOTTOM) I48` (5) #5 L® 12' O.C. EACH SIDE 'B SECTION 53.0 SCALE t'=r REVISIONS By DATE A 7 `'J N,L. Olson &Associates, Inc. Engineering, Planning and Surveying (360) 895-2350 or (360) 876-2284 2453 Bethei Avenue, P.O. Box 637, Port Orcuazd, WA 99366 '0V+ 9 o w4 � � A'Ao °Oc, 44"sib os°' w4 r � � CANTILEVER FOUNDATION DETAILS City of Port Orchard Pedestrian Enhancement Project Mosquito Fleet Trail Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26, Township 24 North, Range 1 East, W.M., City of Pon Orchard, Y.itsap County, Washington, FOR: City of Port Orchard 216 Prospect Street Port Orchard, WA 98366 SCALE: >��= T' DESCRIPTION DESIGNED RPJ 9/12 DATE: Sap. Ii, 2012 DRAWN -AT 9/12 DRAWING NUMBER 097337-407250 CHECKED NL011 9/12 APPROVED ACCEPTED SHEET S3.0 TOP RAIL HSS 2"x2"x3(6" GALV. POST ® 4' O.C. 3" TYP Ya"0 HOLE [1,5C211 CORRUGATED, GALVANIZED STEEL DECKING 6x6xW2.5x2.5 �i 4° 1 1/2° WELDED WIRE MESH 24G CLOSURE ANGLE CC1!2x3O 6"x8"x PLATE 1-300/16" BRACE ®5' O.C. —Z W12x35 C12x30 (SEE BRACE DETAIL, THIS SHEET) (4) 3/8" THRU BOLTS GALVANIZED RAIL POST ASSEMBLY SCALE 1 "=1' HSS 2"x2"xXs" GALV. POST ® 4' O.C. (SEE RAIL POST ASSEMBLY DETAIL, THIS SHEET) TYP. HSS 2"x2"x)i6" GALV. POST ® 4' O.C. (SEE RAIL POST ASSEMBLY DETAIL, THIS SHEET) CONC. DECK L3x3x"6" BRACE ® 5' O.C. (SEE BRACE PLAN, THIS SHEET) CORRUGATED DECK Ul° C12x3�_.� 6"Wx%" PLATE Yz"0 hIRU BOLTS 3x3x3(s" PLATE x—Wi2x35 AT EACH END OF BRACE (TYP) SCALE 1"=1' 2"x2"x3(6" GALV. POST ® 4' O.C. IC. DECK 1.5C20 CORRUGATED, GALVANIZED STEEL DECKING PLATE 1-300(s BRACE ® 5' O.C.— E BRACE DETAIL, THIS SHEET) 2x30 II II W12x35- BRACE PLAN VIEW SCALE 1"=1' REVISIONS BY DATE A `%& N.L. Olson & Associates, Inc. Engineering, Planning and Surveying (360)895-2350or(360)876-2284 2453 Bethel Avenue, P.O. Box 637, Port Omhazd, WA 9836601 a 4 a to na $a%°G, `v$0N E� 1' 4 ao 91b ova 4 �� �" �� < 'g.IeNALEN ,:f`s CANTILEVER SIDEWALK FRAMING DETAILS City of Port Orchard Pedestrian Enhancement Project Mosquito Fleet Trail Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26, Township 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington. FOR: City of Port Orchard 216 Prospect Street Port Orchard, WA 98366 SCALE: ] "=]' DESCRIPTION DESIGNED MMZ 9/12 DATE: Sep, 12, 2012 DRAWN JAT 9/12 DRAWING NUMBER 097337-407251 CHECKED NL011 9/12 APPROVED ACCEPTED SHEET S3.1 \ MEANDER LINE MEANDER LINE �— t—l\ __�-- -- -- -- —_ -- __�-- -- -- —I -- — -- -- -- -- — — -- -- — -- -- —�— � I I � DATUM + ' NOTE CIVIL S FOR STRIPING, NGVD 1929 o PRECAST BARRIER TAPER AND 1 i 1 CAST -IN -PLACE TRAFFIC BARRIER r DETAILS I I r 140 LF 6' CANTILEVER I BEHIND CONSTRUCTED � U A FLUSH INTH ROAD LEVEL �46 LF -{ BARRIER SEE S4.11)k NC�L� EARRkER � g 6' STEMWALL ON _ - _ _ - �,.� _ - 24'x6' FOOTING �C8x18.5 STA 60+92 11I200 ®8' O.C. SEE SHEET S4.1 oh— \ _ IL --- o w'--- °oHW- bHi4 OHW-1-r=-©HW d :1 --SS _-�- i5 - _ - --. _S SS _; i -.5 5-.ems`. ,_ V, _...__ -! -Mr ._ — M - r„ �—� ____ bi - _. __ {.gam F M _ _. F:d---�a�-1�.� -.._ h M-- \ can �✓`"'rr t 12' CO NC. S'i1'P1 L 9,86x - W- r-_----I------ - Sti ---- — - . sD--- D._T.--_ c ---- II �— -- _------- x 9.83 t--EX CATCH BASIN RV S7 i CONC. NR=7.77 �-=X IE 12 CON... NE=6.62 I HYDRANT & - 30!LARDS TO REMAIN ---EX CATCH aASiN RIM=9.20 Ic". 8" GONG SV�'='7.2G EXISTING PLAN x 1 C.5.'; L_-- —_�_ I --_— I _— J L._. ----J f -- —= L— —t - --- -. CAST BARRIER TAPER — CAST —IN —PLACE TRAFFIC — — — — - - -EXPANSIONS. BARRIER 1'-4' WIDE AT JOINT ROAD LEVEL 18" STRIPE (SHOWING UGHT FOR CLARITY) I I 5' GRADING &CONSTRUCTION I EASEMENT RE0'D I I I I PROPOSED PLAN REVISIONS BY DATE A'� saJ N.L. Olson & Associates Inc.'k�' Engineering, Planning and Surveying (360) 895-2350 or (360) 876-2284 2453 Bethel Avenue, P.O. Box 637, Port Orehazd, WA 98366 '0 g4 979Qo yQ' `ns3tp Ty��G1 ` ", ` : Pp �� 4 16 o�b yQ' 2QXONALp'VLGt ', ,�,�. e , Al SEAWALL PLAN City of Port Orchard Pedestrian Enhancement Project Mosquito Fleet Trail Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26, Township 24 North, Range 1 East, W.M., City of Port orchard, Kitsap County, Washington. FOR: City of Port Orchard 216 Prospect Street Port Orchard, WA 98366 SCALE: 1"=10' DESCRIPTION DESIGNED MMZ 9/12 DATE: Sep. 12, 2012 DRAWN JAT 9/12 DRAWING NUMBER 097337-407252 CHECKED N1011 9/12 APPROVED ACCEPTED SHEET S4.0 D' TRAIL #6 (TYR) CONCRETE CLASS 4000 BARRIER 3/4" CHAMFER (TYR) - 61" #5 38" I I38" a 12" l 1-3/4" COVER 42" GUARD HANDRAIL 8" 4" POST 0 4' O.C. ' #4F--® 16" OC (SEE SHEET S3.1) _m � I N 44 W2.9xW2.9 CUT EX BARRIER i W.W.F. 6" BELOW FINAL ` IF GRADE 6" `1nICK SLAB 2, MIN _ -----SAWCUT IX AS 4" CONC. DECK _ \� REPLACE EX F . Lt" GAP C.S.T.C. C6x10.5 W602 W6xl2 1.0020 CORRUGATED DECK W'12x30 ® 8' O.C. �-- ---I if L I GRAVEL BACKFlLL FOR FOUNDATIONS` " 3'4s ANCHUR5 " 1 ;aPROX _OCATi0-7 -- . _ X BEAM ?c DEAD?;SAN 6.0' CANTILEVER F'X WAi eA SECTION STA. 60+96 TO 62+30 54.1 SCALE 1"=1' 4x4 W2.9xW2.9 W.W.F. 4" CONCRETE LOC20 DECK JOINT FILLER CORRUGATED HMA PATH DECK x=x�x-tax—x #4 0 24" GRAVEL BASE 18" MIN L 30 W/ 4 "0x4" STUDS ®12" O.C. 7 2" W6x12 #4 ® 16" ALTERNATIVE HOOKS 9" ®• LR. 17" F~ 12" 6" 6 N140 FILTER FABRIC \ n ,(,/LACES) C��v �,��� vvi vie/vy0v/�,v�VAS w,vvj� �v� GRAVEL BACKFILL FOR FOUNDA110N B)SECTION\—NA11VE 54.1 SCALE 1"=7' HMA PATH SURFACING NOTE: SEE CIVIL PLANS FOR STRIPING, 1�k PRECAST BARRIER TAPER AND CAST -IN -PLACE TRAFFIC BARRIER DETAILS. STEM WALL PLAN VIEW AT STA. 60+89 DECK OF SEAWALL -ONCRETE TRAFFIC BARRIER SCALE 1"=3' REVISIONS BY DATE AN.L.SEAWALL DETAILS FOR: SCALE: AS SHOWN DESCRIPTION DESIGNED MMZ 9/12 L-J NOlson & Associates Inc. ' `" a� r City of Port Orchard Pedestrian Enhancement Project Clty Of Port Orchard DATE: Sep.12, 2012 DRAWN JAT 9/12 Engineering, Plannin and Surge g �g `der 9fl ® act xssgO tittti' 4091 � 44 °.n4, rasa rr�• MOS(inito Fleet Trad 216 Prospect Street DRAWING NUMBER CHECKED NL011 9/12 (360) 895-2350 or (360) 876-2284 Seto BNB Gltf' '9370 " t'zN Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26, Port Orchard, WA 98366 097337-407253 APPROVED 2453 Bethel Avenw, P.O. Box 637, Port Orch-1, NVA 98366 ,r �6 Township 24 North, Range I East, W.M•, City of Port Orchard, K.itsap County, Washington. SHEET 54.1 ACCEPTED EM MEANDER LINE rx 177-17c0—N',.— %XJZ-/- __J x 10,24 x !G32 FX PiJIIIG (IYP) X CCN�„ oLCK 0 0 0 01 i ------ -T—(T- -T F's Sq- -- Ss `K4 --- Fr,'' - -- — --- FN/ --- - FW 7— x i 1). 413 FX CATCh. I 3ASINI— RIMZC.63 x 41.11 IF 4" CIPH' NW- 7.1`113 -jGGED) DESCRIPTION REVISIONS 1 11 1 -7 DATUM NG VD 1929 L 1-X S-1 ItA E P CONC S: Sfi 99 [E 8 CONC. TN "ABAKI)ONEU) x )21 b" 'NOOD :MALL —X 12 CONC "Mik 1r FV.r. x 1 —MEANDER LINE WIDE AT ROAD LEVEL b, C�TCIA PASIN x 10.ci IL 12, 00NC- NN11=13.411 11.22 !E 4" C'EP SE8.35 i x 17 7- /77/ r/ O EXISTING PLAN PROPOSED PLAN DATE By 2A DECK REPLACEMENT PLANS FOR: SCALE: 1"=10' DESIGNED DRAWN -- MMZ 9/12 JAT 9/12 W N L. Olson & Associates, Inc. City of Port Orchard Pedestrian Enhancement Project City of Port Orchard DATE: Sep. 12, 2012 CHECKED NLOII 9/12 Engineering, Planning and Surveying Mosquito Fleet Trail 216 Prospect Street DRAWING NUMBER APPROVED (360) 895-2350 or (360) 876-2284 AL 'r Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26, Port Orchard, WA 98366 097337-407254 ACCEPTED 2453 Bechel Avenue, P.O. Box 637, Port Oxha4 WA 98366 Township 24 North, Range I East, W.U, City of Port Orchard, Kitsap County, Washington. SHEET S5.0 SAWCUT EXIST DECK--\ LAST DEC,,. DESCRIPTION 4' CONCRETE DECK CLASS 4000 W6x12 L3x3x3/16" ANGL GALVANIZED BEAM EMBED 12" LONG ® 4'. O.C. ® 4' O.C. A DECK SECTION 55.1 SCALE 1"=I' JOINT JOINT SEAL /—GRAVEL BASE --14 VERT ® 24" O.C. Ei HOR17 ® TOP & BOTTOM IF EXTENSION SEAWALL EXTENSION CONCRETE CLASS 40DO SCARIFY EXIST CONCRETE EPDXY SET 3" DEEP EXiSTAG CCNCRE SEA.WA..i REVISIONS BY DATE A 7�7 `-'J1\"L• Olson & Associates Inc. Engineering, Planning and Surveying (360) 895-2350 or (360) 876-2284 2453 Bethel Avenue, P.O. Box 637, Port OiehazWA 98366 '° 979 p WQ' "PFys ° e? tti �o aL s y b `� t o�Gc} 4 16 W4 1 p83sf ' ;' r``p - DECK REPLACEMENT DETAILS City of Port Orchard Pedestrian Enhancement Project Mosquito Fleet Trail Situate Within Govt. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26, Township 24 Northang e 1 East, W.M., City of Port Orchard, KitsaP County, g Court Washington. P , Range FOR: City of Port Orchard 216 Prospect Street Port Orchard, WA 98366 SCALE: I"=r DESIGNED MMZ 9/12 DATE: 50p. 12,2t1j2 DRAWN JAT 9/12 DRAWING NUMBER 097337-407255 CHECKED NL011 9/12 APPROVED ACCEPTED SHEET S5.1 IP1 1 � 1 \ I 1 � i 1 ----- A�i Wi�F WOOD.BGx 1 1 _FT -- Fx UTUOLE fi/, Ex !E 12 _ l DH or,' _ f•, --� 1 Q.52 ,,.,.....—."" -- ; 1 `�'—EX SS x 1Q45 !^ m - vU� IE 8` 1 . WSIN .61 ICI I E tc CONC. p\4'4 8.40 X ii Q.'a9 CPEP SE:,:3.35 1.L. IF h _ a A ✓ EX 3U11_ F_X BUHL COi C AAl�,. _ ^, r— FKA DESCRIPTION X - OOD WALL �p3 _ W ------ FM REVISIONS EXISTING PLAN DESIGNED DRAWN CHECKED APPROVED ACCEPTED A =. N.L. Olson & Associates, Inc. Engineering, Planning and Surveying (360) 895-2350 or (360) 876-2284 2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366 I s—' 0 Yti~�`aa I1 / � 1 / NOTE: 1 SEE CIVIL PLANS FOR STRIPING, PRECAST BARRIER TAPER AND 1 / CAST —IN —PLACE TRAFFIC BARRIER DETAILS. � � 1 NGVD 1929 1 \ 1 WIDE BARRIER r- PROPOSED PLAN CULVERT AREA PLAN City of Port Orchard Pedestrian Enhancement Project Mosquito Fleet Trail Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26, Township 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington. FOR: I City of Port Orchard 216 Prospect Street Port Orchard, WA 98366 SCALE: 1 "=1 0' DATE: Sep. 12, 2012 DRAWING NUMBER 097337-407256 SHEET S6.O TOP OF BACKFILL W/ ONE MAN TO ABOVE FOOTING TYPE 1 H W A T2.5'@18 ' 3.5' 418" 5' 4.0' 012" 6' 1-1/2" DIAM. SCH. 40— PIPE ® 4.0' D.C. POST MAY BE CAST —IN —PLACE — OR CORE DRILLED AND GROUTED IN PLACE i STEP DETAIL WALL TYPE 1 SCALE )r=l' RIP RAPS- ' -_— A - 1 —� ��_ QUARRY SPALLS TO CREATE LEVELING PAD war T TVPR 1 REVISIONS BY DATE ASIGN1�i T 6!& 1� •L. Olson & Associates, Inc. Engineering, Planning and Surveying (360) 895-2350 or (360) 876-2284 2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366 s '° a6 aT�O �4 8',pyf 9L ��Gt=',pg7p L�, t ° ' �;. "� - Po '� A9pf�ep 409pt 44 AL QgG� < f = (.{`` - /:.i;' WALL DETAILS 1 City of Port Orchard Pedestrian Enhancement Project Mosquito Fleet 1Ya�7 Situate Within Gov't. Lots 1, 2,3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26, Township24 North, Range 1 East, W.M., Cr of Port Orchard, Kitsa Coup Washington. g 1� Ty> FOR: City of Port Orchard 216 Prospect Street Port Orchard, WA 98366 SCALE: 1/2"=1' DESCRIPTION DEED MMZ 9/12 DATE: Sep' 12, 2012 DRAWN JAT 9/12 DRAWING NUMBER 097337-407258 CHECKED NL011 9/12 APPROVED ACCEPTED SHEET STO DESCRIPTION TYPE 1) H W K A B S 3' 1.5' 0" 401 B" 4@18' 24" 7' 3.75' 18' 5®9" 509" 42" 11' 4.5- 118-1 1®9" 509" 48" 1-1/2" DIAM. SCH. 40 PIPE ® 4.0' O.C. POST MAY BE CAST -IN -PLACE —� OR CORE DRILLED AND GROUTED _—� — I I - IN PLACE LA _ _T�I:' _ z 5 #4 ® 18" VERT. - #4 ® 18" HORIZ. ELR. 10" , d . H A #5 ® 12" HORIZ. S - B­A� 6" MIN ' a J4• a+ •°• p 1 I (2) #5 BAR K HORIZ IN KEY<1- _W_. 12" 12' WALL TYPE 2 SCALE )C=1' GRAVEL BACKFlLL FOR WALLS LIMITS OF STRUCTURAL EXCAVATION CLASS A —GRAVEL BACKFlLL FOR DRAINS 4" PERFORATED PVC UNDER DRAIN PIPE TYPE 3 H W K A S 8' 2'-6" 12" 2" 30" 5' 12' 0" 8" 24" 1-1/2" DIAM. SCH. 40 PIPE ® 4.0' O.C. POST MAY BE CAST -IN -PLACE — OR CORE DRILLED AND GROUTED IN PLACE GRAVEL BACKFlLL FOR WALLS LIMITS OF STRUCTURAL EXCAVATION 13' _ v GRAVEL BACKFlLL FOR DRAINS 12" 4" PERFORATED K 18, PVC UNDER DRAIN PIPE #4 18" ® 18" WHERE KEY IS RE0'D #5 HORIZ. IN BOTTOM OF KEY TTI A T T T[r71T1 7 REVISIONS BY DATE A -� N.L. Olson & Associates, Inc. Engineering, Planning and Surveying (360) 895-2350 or (360) 676-2284 2453 Bethel Avenue, P.O. Box 637, Port Omhud, WA 98366 m ` '°.po gep18 ag9 �yQ'?o�9f 3IONA 8� m � - � <p is mm�Q, 3 NAL 8� -�Y WALL DETAILS 2 City of Port Orchard Pedestrian Enhanceme®t Project Mosquito Fleet Trail Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Sedion 26, Township24 North, Ran 1 EW.., City of Port Orchard, lilts Conn Washington. FOR: i.i�l of Port Orchard •' 216 Prospect Street Port Orchard, WA 98366 scraE: 1/2"=1' DESIGNED _ MMZ 9/,2 DATE Sep. 12, 2012 DRAWN JAT 9/12 DRAWING NUMBER 097337-407259 CHECKED NLOII 9/12 APPROVED SHEET 57.1 EX PAI<KI;vG " # - e' PAY STATION % a�,�l �'� NOTE: EX TREES ON ALL LANDSAPE AREAS TO REMAIN ERE POSSIBLE. ANY TREES fI REM�OVED B E TO DAMAGE CAUSED BY CONSIRG� N MUST BE REPLACED (TYP) /—EX LANDSCAPFC, SUNDS ;TYP it > INSTALL BARK GROUND \ i COVER AS REO'D O \I 0 I � I I I I I I I I I I �rrrrm»:r�,-rriirrli�rirrrlr� I DA'I'LTM NGVD 1929 Scale: 1 "= 20' 20 0 20 40 Scale in Feet I1 —EX FXTRUDy COM - I FM. I'. I I / / I " WATERING BA2 KNOCK DOWN AFTER WATERING SHRL nnritFa r BAREROOT OR PLANT CONTAINER SHRUB PLANTING DETAIL WATERING BASIN KNOCK DOWN AFTER L WATERING TREE 6" HAND COMPACTED BACKFILL SOIL TREE PLANTING DETAIL (CONIFER) NOTES. PLANT SPECIES, QUANT177ES AND SIZE MUST BE PROVIDED AS SPECIFIED. ANY SUBSTITUTIONS MUST BE APPROVED BY THE PROJECT ENGINEER. ALL PLANTING MATERIALS SHALL BE HEALTHY, SOUND, VIGOROUS OF GROWTH, FREE OF ANY DEFECTS, DISEASES AND ANY FORM OF INFESTATIONS ALL PLANTING KILL BE RANDOM (HAND LAID OUT, NOT BY STRING LINE). TRIANGULAR SPACED WTHIN THEIR RESPEC77VE ZONES TO EMULATE A NATURAL PATTERN OF GROWTH. TREE AND SHRUB PLAN77NG SHALL BE PER DETAILS SUBS71TU71ONS OF ANY PLANT MATERIALS OR CHANGES IN THE LANDSCAPE PLAN MUST BE APPROVED BY THE PROJECT ENGINEER. PLAN77NG BACKFILL SOIL SHALL BE SOIL INDIGENOUS TO THE PLATING AREA. A GROWTH S77MULA77NG FER71LIZER MAY BE USED OUTSIDE OF EMERGENT AREAS IN BUFFER AREAS ADMINISTERED AT THE AMOUNTS RECOMMENDED BY THE MANUFACTURER. OUAN SYMBOL COMMON NAME BOTANICAL NAME SIZE SPACING -- SMALL DECIDUOUS VINE MAPLE MAGNOLIA VARIETY Acer circinatum Magnolia species 61-8' AS SHOWN TREE FLOWERING CHERRY PLUM Prunus species MEDIUM HEDGE MAPLE Acer circinatum 6'-8' AS SHOWN DECIDUOUS EUROPEAN HORNBEAM Carpinus betulas TREE FLOWERING CHERRY VARIETY Prunus species F PIT 6" LARGER R007BALL LARGE RED MAPLE VARIETY Acer rubrum species 2.5" CA AS SHOWN AND COMPACTED DECIDUOUS PACIFIC SUNSET MAPLE Acer truncatum xplatanoide 'FILL SOIL TREE OAK VARIETY Ouercus species -- CONIFER DOUGLAS FIR Psendo tsuga menziesii MIN 3' AS SHOWN TREE WESTERN RED CEDAR Thuja plicato DECIDUOUS SNOWBERRY Symphoricarpos albus 1 GAL -5' OC SHRUBS NOOTKA ROSE Rosa hatkona OCEAN SPRAY Holodiscus discolor RHODODENDRON+AZALEAS Rhododendron species FINISHED GRADE PLANT PIT TWICE THE SIZE OF TREE ROOTBALL 'Ir PLANT TREE I" HIGHER THAN DEPTH GROWN AT NURSERY ROOT CROWN TO BE AT GRADE OR 1-2" ABOVE FINISH W RELEASE FERTILIZER PELLETS ;ETTLED LAYER OF MULCH KFILL WITH TILLED OR BROKEN UP NATIVE . MIXED WITH TOPSOIL (REFER TO SPECS MIX) MIN 24" DEEP. WATER THOROUGHLY 2X WIDTH OF ROOTBALL DECIDUOUS TREE PLANTING ROT TO SCALE REVISIONS BY DATE A 7 L-J N.L. Olson & Associates, Inc. Engineering, Planning and Surveying (360) 895-2350 or (360) 876-2284 2453 Bethel Avenue, P.O. Box 637, Port Omhad, WA 98366 LANDSCAPING PLAN 1 City of Port Orchard Pedestrian Enhancement Project Mosquito Fleet Trail Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26, Township 24 Nordt, Range 1 East, W.M., City of Port Orchard, ICitsap County, Washington. FOR: City of Port Orchard 216 Prospect Street Port Orchard, WA 98366 SCALE: 1°= 20' DATE: Sep. 12, 2012 NO. DATE BY DESCRIPTION DESIGNED RPJ 9/12 DRAWING NUMBER 097337-407260 DRAWN JAT 9/12 CHECKED NL011 9/12 APPROVED SHEET L 1.0 ACCEPTED OATUM ❑ NGVD 1929 20 Scale: 1 "= 20' 20 40 Scale in Feet LANDSAPING PER PORT OF BREN RTON PLANS FOR P Sinclair Inlet I / % `X'I",� (SIDNEY TIDELANDS) I ti �,�< i UL 1 /' I -/ I Ll ETRIC DATA PROVIDED BY I TOPOGRAPHIC DATA PERFORMED WARDPLANI WARD C. MULLER &ASSOCIATES BY N.L. OLSON & ASSOCIATES, INC. f' ��✓ EX 14 cDn„ 4VAli u.l I 12ex 1 ' ^ EX PLAY ARE!{ I f EX WCC I 1 / I ;/ . (1YCCD lllPcI ¢S;l RW fry I EX CCY:� PICNIC CONC. I X ROCK MO\v.3-_Ni- ER S E66 X FACE OF CONC SEA'h"k- I k� x2i4) h f ' -� 1}; �.o--'� o •,! r j//�� \ s �EX SS M RIM- 21 22 , j �t .r,oa. - . \� 1 / 4 is 12' D S.,- i1.72 �.x a/Lao �s _ F E6"PVC 1.27 ji 41 x2z A I B,as,N I i co-r ASN 9 I t 41 13 I I I F I .yam ' y. ✓ % -� " // IF tz Dn . N-1s.4z ,E Of S 2,.�G 1 to y/ i ° / 1 s � � 5 iE s 2csz 5 �' :E a' coNoNc s t Y4 �� ti /i?:% f I RIM [ - I I (NO 41EASJ V R:S' Roomr Y r j�,, p., ,�;c r /j 00 REVISIONS BY DATE N.L.Inc.LANDSCAPING -JNOlson & Associates IDATE: s Engineering, Planning and Surveying (360) 895-2350 or (360) 876-2284 2453 B.thel Avenue, P.O. Box 637, Port Omhard, WA 98366 PLAN 2 City of Port Orchard Pedestrian Enhancement Project Mosquito Fleet Trail Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26, Township 24 North, Mange 1 East, W.1VL, City ofPort Orchard, 1sttsap County, WaSIlingi0n. FOR: City of Port Orchard 216 Prospect Street Port Orchard, WA 98366 SCALE: I,,= 20' Sep. N0. DATE BY DESCRIPTION DESIGNED RPJ 9/12 NUMBER DRAWING NUMBER 097337407261 DRAWN JAT 9/12 CHECKED NLCII 9/12 APPROVED SHEET Ll.l ACCEPTED i / —L _r___. ti o Sinclair lnle l DATUM (SIDNEY TIDELAND)�� NGVD 1928 / , Scale:1 =20' fixo// /i 20 0 20 40 Scale in Feet / —oHW s , MW LX Cr cN Bnsr Tc� 8' CONC = � / At J / �\;"�� . �\ ` -� - • �0' 53 22.81 E\ \ \�' ` ._ x o./< �, ���```� e.e F t�dS I!. I z y�X CCto C. C7R8 CUTER EX 8" EX RJ2. r. CORE Is 1E 1 PVC ��- E S C-A. AY \ / \ / "�� All ill- e I 1 1 I 1 I 1 I 1 I 1 1 I 1 + 1 1 I 1 1 I I I 1 { I { { I II INSTALL LAWN (SOD) { 1 �tt 4 t}} 1{� 4i 4t' I it + it,f iIli ' A \ I 6- CCNC.-6.L4 x1.32 P �J SLiDe" AF.EA IE r PVC-6.52 ?fi ` k 1 J '�.-.d 1c II' {{ :9-P 1- i ._I EXt"CCrC �.. ....: t 1w A �t. REVISIONS BY DATE �7 T `�J 1! •L. Olson &Associates Inc. Engineering, Planning and Surveying (360) 895-2350 or (360) 976-2284 2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366 LANDSCAPING PLAN 3 cltj' Of Port Orchard Pedestrian Enhancement Pi01CCt Mosquito Meet Ti$11 Situate Within Govt. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26, Township 24 North, Range 1 East, W.M., City of Port Orchard,l{itsap County, Washington. FOR: City of Port Orchard 216 Prospect Street Port Orchard, WA 98366 scALE: 1"= 20' DATE: Sep. 12, 2012 NO. DATE BY DESCRIPTION DESIGNED RPJ 9�12 DRAWING NUMBER 097337-407262 DRAWN JAT 9/12 CHECKED NL011 9/12 APPROVED SHEET L1.2 ACCEPTED REVISIONS DESCRIPTION rx GATCH B s.N Rl1 i_8.54 6" COY S -6.E< Sinclair Inlet '- \ (SIDNEY TIDELANDS) / .. ME?NDER LINE ss.__.- tray street -wN - ----- 7 K, 32 ...2 55-__ l_-_ _ __— ..... � J%TT�TI/777/i /I%/1771'i% iJ7T%7J7/%7�/T/7T �7/77(1/j o �' 6 rirmrTirrrrnr�r �rirr �i�7��iiTrrrrrir�rrrirr�iriT.T�rmrrr./, r'.X 3G!LDAC. 1 � ✓ �1 EX BUILDWG o I o0 0 1 Io I I I !! I BY I DATE A p- Inc.DESIGNED 6_�N•L. Olson & Associates, Engineering, Planning and Surveying (360) 895-2350 o, (360) 876-2284 2453 Bethel Avenue, P.O. Box 637, Port Occhud, WA 98366 RPJ 9/12 DRAWN JAT 9/12 CHECKED NLOII 9/12 APPROVED ACCEPTED Perry Avenue LANDSCAPING PLAT City of Port Orchard Pedestrian Enhancement Project Mosquito Fleet Trail Situate Within Govt. Lots 1, 2,3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26, Township 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington. FOR: o DAT[7M Scale: 20� NGVD 1929 20 0 20 40 Scale in Feet City of Port Orchard 216 Prospect Street Port Orchard, WA 98366 SCALE: 1 "= 20' DATE: Sep. 12, 2012 DRAWING NUMBER 097337-407263 SHEET L1.3 Sinclair Inlet / (SIDNEY TIDELANDS) DING , _ I - -- -- - r % X BU I DING -� cum _X ,G° LXIRUDLD CJR3-f- ----_ Street .-- _ PROTECT &.&€THIN-2r_ � LX :' c, I it I _1116 NOTE: REPLACE IE S -3 '5 1 I EXISTING HEDGE, SAME I I I PLANTINGS AS EXISTING, UNLESS OTHERWISE AGREED BY PROPERTY I OWNERS TO THE EAST I I I I 1 I w ---- f0 t:XiRJD�Ii J'�' \�--- yM _ � a I Perry Avenue 0 q �f DATUM SCBle. 1 ��� Loy NGVD 1929 20 0 20 40 ' / Scale in Feet , / /, , -z -. --z -- — — I r._ 2 -. Jr X 16, Y 1=11, +9.3e ----Ql/T/7/777,r�/T�T//�� -� L_. �. -. 1• �, r , s� �(✓ EX 3LILDlNG i.' i �. 5 e ae ac a �' �i' �i :F 8 PVC ' EX 1 I REVISIONS BY DATE A N.L.DATE: ` J 1� LOlson & Associates, Inc. Engineering, Planning and Surveying (360) 895-2350 or (360) 876-2284 2453 Bethel Aveoue, P.O. Box 637, Poet Otchs,d, WA 98366 LANDSCAPING PLANS City of Port Orchard Pedestrian Enhancement Project Mosquito Fleet Trail Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't Lots 3 and 4, Section 26, Township 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington. FOR: City of Port Orchard 216 Prospect Street Port Orchard, WA 98366 SCALE: Sep. 12, 2012 NO. DATE BY DESCRIPTION DESIGNED RPJ 9/12 DRAWING NUMBER 097337-407264 DRAWN JAT 9/12 CHECKED NL011 9/12 APPROVED SHEET L1.4 ACCEPTED REVISIONS DESCRIPTION 1 t , I ' 1 l � I I I , 1 / � y � I -EX I 9 %,Y- tv000 / SOX ^-UrcRT 37 X SS 4 / SE-SW=-5.71 'E 8- CONC. NW (ARANDONEt) r �X BUf"LDiNG EX SS MH= 9 f I Y v '-'_-X 9 wr xiulz , l I.T STATION` v1 (hOT ndEAS. �% \ r BY DATE A /N.L. Olson & Associates, Inc. Engineering, Planning and Surveying (360) 895-2350 or (360) 876-2284 2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366 DESIGNED RPJ 9/12 DRAWN JAT 9/12 CHECKED NLOII 9/12 APPROVED ACCEPTED �o II / / / / EX CATCH BASN— R:`,I 14.3i !L 12' CONa N=S.69 / iE 12" CMP E=9.91 IE 12 CONC. S-S. n Sinclair Inlet ' ;SIDNEY TIDELANDS) / / I /I i -EX SS CO =X SS MHJ R:M=11.76 RiM==14.69 B' CONC. W-9.9a LANDSCAPING PLAN 6 Bay street �_7 woo 2"tiV/13.sb3 N! 1 \-,,, v:, ReA :S,7 2" CONC. N -9.37 I =1 N C I niRe 40' 33.7 City of Port Orchard Pedestrian Enhancement Project Mosquito Fleet Trail Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26, Township 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington. FOR: XCATCH dAS-N RW ..JO IE 12' QP W-12.30 DATUM NGVD 1929 Scale: 1 = 20' 26 0 20 40 Scale in Feet SCALE: 1 "= 20' City of Port Orchard DATE: Sep. 12, 20i2 DRAWING NUMBER 216 Prospect Street Port Orchard, WA 98366 097337-407265 SHEET L1.5