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Right-Of-Way Plan Segments-1-11CI*ty of Port Orchard i t 1Mosqui*to Situate Within Gov't. Dots 1, 21 3 and 4, Section 25 and Within Gov't. Dots 3 and 4. Section 26, Township 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington. REVISIONS BY JAE NO. DATE BY DESCRIPTION DESIGNED /�a1 �-J N.L. Olson �i Associates, Inc. 1 9122/15 DGP REVISED REMAINDER AREAS DRAWN DGP Engineering, Planning and Surveying 2 10/16/15DGP UPDATED OWNERSHIP FOR PARCELS PER KITSAP COUNTY ASSESSOR'S ON-LINE PROPERTY DATA CHECKED JCD APPROVED (360) 895-2350 or (360) 876-2284 ACCEPTED 2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366 ' Ci of Port Orchard Pedestrian Enhancement Project - Mosquito Fleet Trail tY f J q 078 9 : L(Situate Within Gov t. Lots 1, 25 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26, Township ;Trg�.g� 24 North, Range '1 East, W.M., City of Port Orchard, Kitsapy� County, Washington. LATZS% � Y ''.7 b`' •R Scale: 1"= 400' RECORD OF SURVEY RECORDED IN BOOK 5 OF SURVEYS, PAGE 48, RECORDS OF KITSAP COUNTY, WASHINGTON INDEX: SHEET 1: COVER SHEET AND NOTES SHEET 2: BEGIN STA. 6+60.22 TO EQUATION STA.18+80.53 BK,=18+77.81 AHD. SHEET 3: EQUATION STA.18+80.53 BK=18+77.81 AHD TO STA. 33+83.20 P.T. SHEET 4: STA. 33+83.20 P.T. TO STA. 46+34.18 A.P. SHEET 5: STA. 46+34.18 A.P. TO STA. 60+10.0 SHEET 6: STA. 60+10.0 TO END STA. 66+11.78 216 Prospect Street Port Orchard, WA 98366 400 0 400 800 MENNi Scale in Feet SCALE: 1 "= 40' DATE: Sept. 2, 2015 DRAWING NUMBER 157337 1 SHEET 1 OF 6 / Scale: V" 40' -� / I I / f i I - - Rz /A1 I �- ' , Segment 1 1 Y N / DNR AQUATIC LEASES I WASHINGTON STATE / AFN 201103010135 QD co 22-OA9891 - - - - - ---------- / I I � - - �. - - (SEE LEASE NOTE) PMA PARCEL 3 I o 6 ' 4028-001-011-0005 0 AQUATIC LEASE {SEE LEASE NOTE) <- o I o AFN 201103010135 / AQUATIC LEASE o I 4028-001-011-0005 22-0A2234'B' AQUATIC LEASE / AFN 201103010135 00 6+60.22 AFN 201103010135 / f 22-OA9891 'A' f o BEGIN TRAIL 22-OA2234 'A' 8+64.71 `- - -� 6+69.16 A.P. AQUATIC LEASE 7+36.53 10' LT. AFN 201103010135 I AQUATIC LEASE o Curve Table CURVE DELTA RADIUS LENGTH C1 17°23'36" 70.00' 21.25' C2 16°49'28" 70.00' 20.55' C3 32°26'33" 50.00' 28.31' C4 44'18!37" 1 50.00' 38.67' C5 69°02'15" 52.00' 62.66' C6 61°14'34" 52.00' 55.58' C7 2°35'29" 200.00' 9.05' C8 18°40'22" 200.00' 65.18' C9 5°50'42" 1 400.00, 40.81' C10 25"12'52" 150.00' 66.01' C11 12°46'31" 150.00' 33.45' C12 6*5327" 544.68' 65.51' C13 25°04'22" 90.00' 39.38' C13A 73°00'37" 75.00' 95.57' C14 73°21'19" 90.00' 115.23' I I I ism i I I I I i I I I Segment 201 Sinclair Inlet j (SIDNEY TIDELANDS) f f i I Port of Bremerton f (P.O.B.) Lease I f 10 LT _ AFN 201103010135 / 6+92.82 A.P. 1 22-OA9891 'B' -, 8+19.35 P.R.C. 8+78.98 A.P. g+30 47 f 22-OA9891 'D 7+60.90 A.P. / I 9+05.70 A.P. 10' LT. f AQUATIC LEASE L1 LZ L3 L4 9+57.56 A.P. 10+21.66 ' \\� -- - L5 C 1 L6 L7 L8 10' LT 1 p+42.79 A.P. AFN 201103010135 19 9+87.86 A.P. f 22-OA9891 'E' 7+17.21 A.P. J ,� ` 10+52.93 r ` ` / EASEMENT - - _ - - - - - - L \ 7+98.10 P.C. 8+39.91 P.T. 1 � � 10, LT 10+69.59 A.P. \ \ f L 13 11+93.36 P.C. / 8+49.95 A.P. ,., 12+13.60 AFN 201208060208 I 7+16.98 \ 9+24.64 A.P. 10+88.43 A.P. 10, LT / AQUATIC LEASE 11+32.27A.P. 10' RT \ 8+66.51 o L 1¢ - _ o ` VOLUME 10F PLATS, PAGE 10 AFN 201103010135 I 9+33.94 A L 15 � ^� r- L16 L17 f 12+21.67 P.R.C. 22-OA2234 'C' I \ 10' RT. 10+p6.48 A.P. f ` "- KITSAP REGIONAL LIBRARY \' L 18 77 ( 12+39.02 4053-016-004-0000 \ I 10+27.07 L 19 10' LT 13+18.79 4053-013-007-0103 AQUATIC LEASE 10' RT 10+57.78 - 4053-016-001-0003 10' LT \ AFN 201103010135 10' RT f 11+04.54 A.P. ' ( First Addition to Sidney\ 22-OA9891'C 11+67.49A.P. `4 L20 f VOLUME 3 OF PLATS, PAGE 116 �� \ ENGINEERED ' AQUATIC LEASE O 13+63.41 STATION LINE I AFN 201103010135 / \ f \ I 22-OA9891 'F' / 12+01.80 GAZEBO 13+16.9 10' RT 5 / \ I j 12+60.34 P.T. / \ z 12+44.72 -\ _ - _ _ EASEMENT I / 10'RT / I - J AFN 201208060208 ! / EASEMENT I EASEMENT / I I AFN 201208060208 I \ / PORTION NOT COVERED AFN 201208060208 f j � \ ! > BY AQUATIC LEASE OR 1 \ N68° I <C EASEMENT I Q / AMPS TA THE BAY \ 123 / / RESTAURANT ® fI i ._------.-1 I f mG'ORQdd©RDOGV go �©Clmy (� I 4028-001-001-0007 � RREST OOM VOLUME 10F PLATS, PAGE 10Zz / I PENINSULA FEED VOLUME 3 OF PLATS, PAGE 116 EDGE OF / PAVEMENT / / Line Table LINE BEARING DISTANCE L1 S 88°21'19" E 8.94' L2 S 88°3946" E 23.66' L3 S 88"46'08" E 24.39' L4 S 86°06'06" E 43.69' L5 S 84"40'08" E 37.20' L6 S 85°14'16" E 10.04' L7 S 83°09'02" E 29.04' L8 S 80°5949" E 26.72' L9 S 79°40'33" E 18.94' L10 S 78026'22" E 32.92' L11 S 76°4546" E 30.30' L12 S 74*16'32" E 18.62' L13 S 73'08'19" E 36.31' L14 S 74*39'13" E 26.80' L15 S 75°30'09" E 18.84' L16 S 76°45'57" E 16.11' L17 S 78°15'38" E 27.73' L18 S 80*25'15" E 35.22' L19 S 81°40'07" E 25.87' L20 N 86°2748" E 103.07' L21 N 88°52'34" E 34.09' L22 I S 89°4346" E 45.41' PARCEL No. OWNERS NAME TOTAL AREA RIGHT-OF-WAY TEMP. CONSTRUCTION TRAIL EASEMENT REMAINDER LEASE / EASEMENT EASEMENT AUDITOR'S FILE NO. NONE STATE OF WASHINGTON UNKNOWN 0 SF N/A 201103010135 (SEE TRAIL NOTE) 4053-013-007-0103 PORT OF BREMERTON 22,651 SF 2,770 SF 22,651 SF UJ 4028-001-011-0005 STATE AGENCY LANDS 33,541 SF 616 SF* 33,541 SF 201103010135 4028-001-001-0007 PORT OF BREMERTON 36,155 SF 36,155 SF 201208060208 4053-016-001-0003 PORT OF BREMERTON 7,405 SF 7,405 SF 201208060208 w 4056-016-004-0000 PORT OF BREMERTON 7,840 SF 7,840 SF 201208060208 w 4053-015-001-0005 PORT OF BREMERTON 2,178 SF 2,178 SF 201208060208 Q 4053-015-002-0004 PORT OF BREMERTON 1,742 SF 1,742 SF 201208060208 w 4053-015-012-0002 SCHNITZER HOLDING LLC 15,246 SF 399 SF 15,246 SF m f f + I v ¢' f I a \ oMCR. N 1 co co I f VOLUME 10F PLATS, PAGE 10 UJ � r o i U") a CD> O o I F Co I o f f L6 I f f f 0 0 ¢ MEANDER CORNER. I o o f f UJ MONUMENT BT I UNDER FILL. I MEANDER LINE . . - I 18+78.27 f _ 41.38' LT. 1�� ' 18+44.19 `D�y f ! f 45.32' LT.\ o 10' \ f 00 18+66.04 0 �' �-� 10, 20.02' LT. z� \ f ' 18+31,04 18+43.36 \ 23.08' LT. 23.38' LT. \ \ \ \ \ \ \ \ \ I EASEMENT �- 18+00.6 \ - 18+83.64 16+96.14 P.R.C. .11' L \ \ \ \ \ \ \ \ \ AFN 201208060208 - - - I 2410' LT. 14+90.69 \ \ \ \ f - - - C �- \ 1 0' LT. \ \ \ \ f 15+40.50 C 12 L21 - L22 - - _ \ \ \ \ \ 10' LT. / G� 0 _ C1 1 - _ - 18+31.13718+41.15 ._. 5' ESM' \ \( \ \ 15+12.35 - - 18+87.73 \ \ \ \ \ \ \ \ W o 10' LT. i - - - - 17+61.65 P.T. 10.51' LT. P.C. 10' RT. _ 17+95.74 A.P. C, CIO, 9 i 16+62.69 P.R.C. --�- \ � 18+00.77 EQUATION 18+78.52 \ \ \ \ \ \ \ \ 15+96.68 P.C.G. 10.21' LT. 18+80.53 P.C.C. BK. 4.29' RT. \ 14+81.6 P.C.C.. \ �� 1-1 EDGE OF 18+77.81 AHD. i 15+55.87 P.R.C. PAVEMENT 15+40.36 \ \ 14+86.79 / 14+90.69 PjC.� ,,. W 10' R . 14+91.57 I / / 10' RT. i f a •.� � 14+26.06 P.R.C. / 14+08.57 10' LT. > P.C. / I / x 13+65.16 f 10' RT. \ \ f T � IV 80 , d \ 8 y8„ z o I I \ \883 O ' z ' LEGEND EEXISTING ASEMENTRAIL LEASE AREA OR 1/4 SECTION CORNER. / CONCRETE NAIL V." EAST OF MANHOLE PROPOSED TRAIL EASEMENT AT INTERSECTION OF ROCKWELL AND 26 25 / - - MORTON STREETS. / > PROPOSED TEMPORARY I Q CONSTRUCTION EASEMENT +�+ M LEASE NOTE: / •a+ EXISTING BUILDING INTRUDING `'V .� INTO RIGHT OF WAY N N WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES (DNR) tCI z AQUATIC LEASE AREAS SHOWN HEREON ARE PORTIONS OF PORT OF EXISTING PROPERTY LINE BREMERTON AGREEMENT WITH SAID STATE TITLED "PORT I EXISTING RIGHT OF WAY LINE SECTION CORNER. NOT MONUMENTED. A WITNESS CORNER, 2" 26 25 MANAGEMENT AGREEMENT (PMA) 22-080016, LEASE NUMBERS EXISTING MEANDER LINE IRON PIPE, PLUGGED AND TACKED, BEARS 22-OA2234 AND LEASE NUMBER 22-OA9891 AS AMENDED 2010." S 88012'26" E 135.30' FROM CALCULATED 35 36 SEE AQUATIC LANDS LEASE RECORDER UNDER AUDITOR'S FILE N0. EXISTING INNER HARBOR LINE CORNER POSITION. 201109290041 AND RECORD OF SURVEY RECORDED UNDER AUDITOR'S FILE N0.201103010135, RECORDS OF KITSAP COUNTY, WASHINGTON TOTAL AREAS SHOWN HEREON WERE CALCULATED BASED ON THE ACREAGE AREA PROVIDED ON KITSAP COUNTY ASSESSOR'S PROPERTY REPORT FOR THE PARCEL. I *PORTION OF TAX PARCEL NO.4058-001-011-0005 THAT IS NOT COVERED BY AQUATIC LEASE 201103010135 OR EASEMENT. REVISIONS BY I DATE NO. DATE BY DESCRIPTION 1 9/22/15 DGP REVISED REMAINDER AREAS 2 10/16/151 DGP I UPDATED OWNERSHIP FOR PARCELS PER KITSAP COUNTY ASSESSOR'S ON-LINE PROPERTY DATA DESIGNED `=, N.L. Qlson & Associates, Inc. DRAWN DGP 9/15 Engineering, Planning and Surveying CHECKED JCD 9/15 APPROVED (360) 895-2350 or (360) 876-2284 2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366 ACCEPTED EXISTING BUILDING LINE f - - - - - - EXISTING EDGE OF PAVEMENT ( I D. City of Port Orchard Pedestrian Enhancement Project - Mosquito Fleet Trail 078 (� Situate Within Gov't. Lots 1 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26, Township 9 LATE IN 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington. o City of Port Orchard 216 Prospect Street Port Orchard, WA 98366 40 0 40 80 Scale in Feet SCALE: 1 "= 40' DATE: Sept. 2, 2015 DRAWING NUMBER 157337 SHEET 2 OF 6 `AAIA. Aor_ AA, t 191$ (.._ 1 IN Line Table LINE BEARING DISTANCE 123 N 77°14'23" E 117.81' L24 S 88°53'20" E 179.78' L25 S 89°06'56" E 114.82' L26 S 05°56'00" E 11.65' L27 I N 81°23'22" E 129.00' 12' EASEMENT, SEE EASEMENT RESERVATION NOTES (AREA = 4,150 S.F.) Curve Table CURVE DELTA RADIUS LENGTH C13 25°04'22" 90.00, 39.38, C13A 73°0937" 75.09 95.57' C14 73°21'19" 90.00' 115.23' C15 30°00'00" 150.00' 78.54' C16 41°41'50" 100.00' 72.78' C17 13°52'17" 100.00' 24.21' C18 15°17'02" 100.00' 26.68' C19 15°03'27" 100.00' 26.28' C20 83°10'55" 90.00' 130.66' C21 30°25'12" 100.00' 53.09' C22 123°05'50" 20.00' 42.97' C23 39°54'22" 20.00' 13.93' C24 25°16'14" 100.00' 44.10' C25 10°36'24" 600.00' 111.07' C26 47°58'26" 140.00' 117.22' 18+83.64 `\ i i----------- 10' LT. I 5' ESMT PER 603453 18+41.15 P.C. 18+87.73 o EQUATION 18+78.52 18+80.53 P.C.C. BK. 4.29' RT. =18+77.81 AHD. EASEMENT RESERVATION NOTES y 1. REFERENCE: LETTER BY RAYMOND HELLWIG OF THE WASHINGTON STATE DEPT. OF ECOLOGY, (DOE) DATED MARCH 1, 1995. IftJ 2. LETTER REFERENCES THE FOLLOWING PERMITS: t A. CITY OF PORT ORCHARD PERMIT #SDP 6D-94. B. DOE SHORELINE CONDITIONAL USE / VARIANCE PERMIT #1995-NW30010 1 3. CONDITION #4 CONTAINED IN SAID LETTER: I `> A. REQUIRED THE ESTABLISHMENT OF AN EASEMENT 12 FEET IN WIDTH RUNNING ALONG THE TOP OF BANK FROM EAST TO WEST PROPERTY LINES. B. THE EASEMENT TO BE RESERVED FOR PUBLIC ACCESS FOR FUTURE WATERFRONT TRAIL DEVELOPED BY THE CITY. v C. THE EASEMENT WAS TO BE RECORDED WITH KITSAP COUNTY AUDITOR. I ® AT THIS TIME NO RECORDED EASEMENT HAS BEEN LOCATED. i � I Sinclair Inlet (SIDNEY TIDELANDS) 252401-2-020-2000 25+88.39 P.R.C. ACCESS ESMT PER 644549 ( 4% 01 \ . pit 1 LEGEND IEXISTING RAIL LEASE AREA OR EASEMENT PARCEL No. OWNERS NAME TOTAL AREA RIGHT-OF-WAY TEMP. CONSTRUCTION EASEMENT TRAIL EASEMENT REMAINDER EASEMENT AUDITOR'S FILE NO. 4063-001-001-0102 YOUNG & NAM INC. 73,616 SF 0 SF 5,678 SF** 73,616 SF 252401-2-018-2004 EAGLE 253 LLC 68,389 SF 2,740 SF 68,389 SF 252401-2-020-2000 QUISENBERRY PARTNERSHIP 73,359 SF 5,920 SF 73,359 SF 252401-2-001-20031 WESTBAY MANAGEMENT LLC 1 147,233 SF 147,233 SF 201302280054 TOTAL AREAS SHOWN HEREON WERE CALCULATED BASED ON THE ACREAGE AREA PROVIDED ON KITSAP COUNTY ASSESSOR'S PROPERTY REPORT FOR THE PARCEL. ** SEE EASEMENT RESERVATION NOTES. REVISIONS BY I DATE NO. DATE BY I DESCRIPTION 1 9/22/15 DGP REVISED REMAINDER AREAS 2 10/16/15 DGP UPDATED OWNERSHIP FOR PARCELS PER KITSAP COUNTY ASSESSOR'S ON-LINE PROPERTY DATA 3 10/21/15 DGP REVISED PARCEL 4063-001-001-0102 EASEMENT AREA, ADDED EASEMENT RESERVATION NOTES PROPOSED TRAIL EASEMENT PROPOSED TEMPORARY CONSTRUCTION EASEMENT EXISTING BUILDING INTRUDING INTO RIGHT OF WAY / EXISTING PROPERTY LINE / EXISTING RIGHT OF WAY LINE EXISTING MEANDER LINE EXISTING INNER HARBOR LINE EXISTING BUILDING LINE - - - - - - EXISTING EDGE OF PAVEMENT DESIGNED _ -1 `®, N.L. Olson & Associates, Inc. DRAWN DGP 9/15 Engineering, Planning and Surveying CHECKED JCD 9/15 APPROVED (360) 895-2350 or (360) 876-2284 ACCEPTED 2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366 t I 200' Segment 4 1 ®A NAA4N[AN QM:A/NA tz a • :�, �7 Ink GAIT -OF -WAY PLAN �L City of Port Orchard Pedestrian Enhancement Project - Mosquito Fleet Trail Q78 Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26, Township rs4°, 24 North, Range 1 East, W.M., City of Port Orchard, Kitsap County, Washington. LAt1'' 9 O M = 32+65.98 P.R.C. EASEMENT AFN 201302280054 252401-2-001-2003 City of Port Orchard. 216 Prospect Street Port Orchard, WA 98366 M `Ch di 43 s cri �0r ID •J J s 2 s «� WESTBAY BUILDING /, / 40 0 40 80 Scale in Feet SCALE: 1 "= 40' DATE: Sept. 2, 2015 DRAWING NUMBER 097337-407142 St 3 of 6 /3 t 9�Glo� �Srt� $GrLI� esr a fi %" 359 / • /t s 33+83.20 P.T. Sinclair Inlet (SIDNEY TIDELANDS) ' 1,01 34+94.03 P.C. Segment 6 70 ORN1S, 0 gyp\ 252401-2-001-2003 c 2S Scale: I"_ 40 :4 v w CD / 36+97.13 P.O.C. R=140.00' Z / / / TRAIL j L = 22.86' / CONSTRUCTION / 1 / / CENTERLINE G' 37+46.84 / 10' LT. / / / , ENGINEERED / EDGE OF STATION LINE PAVEMENTMEA NDER LINE �'`^ C3 pp 39+11.24 A.P. 39+68.08 A.P. 40+24.46 A.P. 40+78.58 A.P. 41+34.21 A.P. 42+14.17 A.P. 42+68.22 A.P. 43+24.55 A.P. 45+84.36 A.P. 36+73.67 ` 38+11.27 P.R.C. �-- \ 10' RT. 37+19.99 P.R.C. C31 _ L30 r— _--— — — — — — — — — — — — — — — — — — — — 38+61.64 P.C. � ( I 35+29.92 P.R.C. 35+55.28 P.T. 35+69.21 P,C. EASEMENT AFN 201302280054 /�77;;J BUILDING BUILDING I ( — — — — — — — — — — — — — — — Line Table LINE BEARING DISTANCE L28 S 75°5245" E 110.84' L29 S 80°17'40" E 13.93' L30 N 29°41'51" E 49.60' L31 N 29°45'06" E 56.84' L32 N 29°41'03" E 56.38' L33 N 29°40'50" E 54.11' L34 N 29°46'34" E 55.64' L35 N 30*02'13" E 28.13' L36 N 29°50'12" E 51.82' L37 N 30°01'56" E 54.05' L38 N 30°08'50" E 56.33' L39 N 29°51'06" E 53.37' L40 N 30°0341" E 52.23' L41 N 28*46106" E 52.22' L42 N 26°55'03" E 50.22' L43 N 25°15'06" E 51.77' L44 N 24°28'03" E 49.81' L45 N 23°4347" E 54,02' Curve Table CURVE DELTA RADIUS LENGTH C27 20°33'3B" 100.00' 35.89' C28 16°08'43" 90.00' 25.36' C29 61 °42'30" 140.00' 150.78' C30 13°04'32" 400.00' 91.28' C31 1 21 °22'32" 1 135.00' 1 50.36' PARCEL No. OWNERS NAME TOTAL AREA RIGHT-OF-WAY TEMP. CONSTRUCTION EASEMENT TRAIL EASEMENT REMAINDER 252401-2-001-2003 WESTBAY MANAGEMENT L.LC 147,233 SF 0 SF 147,233 SF 201302280054 TOTAL AREAS SHOWN HEREON WERE CALCULATED BASED ON THE ACREAGE AREA PROVIDED ON KII SAP COUN I Y ASSESSOR'S PROPER I REPOR I I -OR I HE PARCEL. REVISIONS BY I DATE NO. DATE I BY I DESCRIPTION 1 9/22/15 DGP REVISED REMAINDER AREAS 2 10/16/15 DGP UPDATED OWNERSHIP FOR PARCELS PER KITSAP COUNTY ASSESSOR'S ON-LINE PROPERTY DATA DESIGNED e=J N.L. Olson & Associates, Inc. DRAWN DGP 9/15 Engineering, Planning and Surveying CHECKED JCD 9/15 APPROVED (360) 895-2350 or (360) 876-2284 2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366 ACCEPTED LQ5 L44 _ — 31 L32 L33 L34 L35 L36 L37 38 L39 L40 L41 7P:45+3 42L43EDGE OF Say t�eet44+82.37A.2.59A.P. PAVEMENT 41+62.35 R.P. 43+77.92 A.P. 44+30.15 A.P.— — — _ — — — — — — — 1 I I BLDG I BUILDING co 0 VOLUME i OF PLATS, PAGE 64 1 I 2 I ( ( 74 0 MLW=-3.15 MLLW=-6.00 �,70 s LAT19 Perry Avenue TRAIL 2' SHOULDER CONSTRUCTION CENTERLINE -- 42" GUARD BRIDGE RAILING 4" CONCRETE -� DECK - EX RIP -RAP APPROX 3'4THICK 2' CONCRETE BARRIER 2'SHOULDER —10' TRAIL 5' 1' i t 2%" TYPICAL TRAIL SECTION SCALE 1 "=5' IM EX FOG LINE W 2' SHY DISTANCE Q 2.5" HMA U' 2" CSTC 5�1,6" GRAVEL BASE - ENGINEERED STATION -LINE APPROX LOCATION EX 18" FORCE MAIN FOUNDATION FOR BEAM 1131GHT-O&WAY PLATvq C� 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. L 1111 L71] EXISTING EASEM TRAIL LEASE AREA OR PROPOSED TRAIL EASEMENT PROPOSEDTEMPORARY CONSTRUCTION EASEMENT EXISTING BUILDING INTRUDING INTO RIGHT OF WAY EXISTING PROPERTY LINE EXISTING RIGHT OF WAY LINE EXISTING MEANDER LINE EXISTING INNER HARBOR LINE EXISTING BUILDING LINE - - EXISTING EDGE OF PAVEMENT 40 0 40 80 Scale in Feet FOR: SCALE: 1 "= 40' City of Port Orchard DATE: Sept. 2, 2015 DRAWING NUMBER 216 Prospect Street Port Orchard, WA 98366 0�'%37-407143 SHEET 4 OF 6 X z I'll /11 1-1 z ." I I'll Z Z z I/ "', /I Z /11 z /11 "1 z Z /I Z z z I'll /, I ." "I I / Segment 7 / g Segment 8 + / (0loll CA) / / w 'loll 1 / / r \� / 11, I / o o Q �I / z / / TRAIL / �_.. CV 9-0004 zI �II r ' CENTERLINE _1 z z co N 6 4027-022-001-04 402-02-00ti M I,- / / / / / / 1-1MEANpElollENGINEERED 4027z( 4027-032-00-0102STATION LINE 4027-023-01TO64 4027-021-004-048+94.16 2.65'LT. 49+66.11 2 qg+47.41 48+73.46 49+46.28 p z 4.7, 1 * 14.83 LT. 55+12.97 / LT. 47+97.98 14.83'LT. 14.83 LT. 14.83 LT. 14.83'LT. z47+86.92 9+01.81 49+66.16 15.91' LT. 55+92.4047+53.91 A.P. 13.29'LT, 48+41.80 BUILDIN w 13.98' LT. 49+99.33 50+53.03 P.C. MEANDER LINE 12.91'LT. / 1215LT14.83BUILDING \ \ \ 53+99.80 53+84.37 14.8$' LT. 16.19' LT. L47 L48- ._---L49 L50-L51-L52 - - _ C3 2_ 51+25.02 P.C.0 51+66.30 P.T. 54+62,23 0 55+04.37 L46 - - - _ - - L5¢-'L55'----L56 �' ' ( 14.81' LT. 54+09.90 15.46' LT. 15.84' LT. N 56+24.06 P.C.C. L57 51+86.24 P.C. ._' _ ••G4 w �_ � 49+46.35 � 1 52+63.00 P.T. 53+08:29 A.P. 53+44.86 A.P. 14.92' LT. 54+74.37 w - C3 3 i ( BUILDING L44 - - - - 48+47.17 A.P. 1 48+94.14 13.04' LT. - _ ---�_ ' co i _ I ti I 15.57' LT. _ - - 47+42.06 A.P. 49+70.05 P.T. 50+32.88 A.P. _ o _ - 48+30.72 A.P. { 11.66' LT. L 80 A.P. 50+129 C35 C36 - Cl) _ - C38 Cc, - - - 4M4:92�C:-- - - - - 1 - ..P. ' L6� -__63 bo - - - _ - - - - - - - - - - 46+34.1$A.P. - - - - - - - - - - - - - 48+21.19 A.P. I - - - _ EDGE OF L62 LL64 - - { 49+76.14 A.P. _ - - I - PAVEMENT Bay Street 54+74.37 55+04.37 "9 - _ 48+01.11 A.P. � 53+84.37 53+99.37 I 49+92.70 A.P. _ 51+99.47 P.G.C. 52+88.08 A.P: 53+28.31 A.P. EDGE OF 5.33' LT. 7.83' LT. 55+68.33 P.C. EDGE OF 47+81.03 A.P. I - - _ 5.33' LT. 5.33' LT. PAVEMENT PAVEMENT I I I �T555+90.7 57+11.17 P.G.C. � r/BU7I7LT� .46'LT. 55+91.33 P.R.C. { I I I I I I I \ I1 Q{ QI 1 �Ij 1 0 11� Eno ..� ..� I N { - _ I I VOLUME 1 OF PLATS, PAGE 64 w I I i 50' I( 57+75.69 P.R.C. r c,S ttt I I I ( I I I 1 I I I ��� I I � I I I I I I I I •� I 57+90.01 P.C. I � 58+12.49 A.P. 58+30.57 A.P. r Perry Avenue 20 I I1 • I GUARD BRIDGE RAILING 42" TOTAL HT I i . F_ ABOVE TRAIL ELEVATION �� EX FOG LINE � 15 2'.SHOULDER EX BUILDING 10, 2' TO BE REMOVED 42" GUARD BRIDGE RAILING � ( � - 10 2%MAX ^?:,5.:; I < � i\ TRAIL .. m o I 59+46.1: CONSTRUCTION - - CENTERLINE ENGINEERED STATION LINE I MHHW=5.74 EX WALL OHW .� • MHW=4.86 4" CONCRETE `` APPROX LOCATION DECK EX 18" SSFM PILE 2" CSTC . 6 GRAVEL BASE 0 FOUNDATION FOR BEAM MLW=-3.15 TYPICAL TRAIL SECTION AT EXISTING BUILDING LEGEND MLLW=-6.00 SCALE 1"=5' EXISTING RAIL LEASE AREA OR EASEMENT PARCEL No. OWNERS NAME TOTAL AREA RIGHT-OF-WAY TEMP. CONSTRUCTION EASEMENT TRAIL EASEMENT REMAINDER 4027-021-004-0003 ANDERSON, KARIN S. 10,454 SF 0 SF 81 SF 10,454 SF 4027-022-003-0002 CLARE, NORMAN C & REA M. 4,356 SF 158 SF 4,356 SF 4027-022-001-0004 HAYNES, JOHN 4,356 SF 138 SF 4,356 SF NONE* UNDETERMINED OWNERSHIP* 8,421 SF* 27 SF 8,421 SF* 4027-023-009-0004 HANNEM, KIRT 4,356 SF 195 SF 0 SF 4,356 SF 4027-023-016-0005 DAVIDSON, STANLEY R. 3,447 SF 143 SF 3,447 SF 4027-023-017-0004 WILLIAMS, OCEAN AND ARLENE 4,356 SF 742 SF 4,356 SF 4027-032-001-0102 JONES, RANDY A. 4,356 SF 694 SF 4,356 SF TOTAL AREAS SHOWN HEREON WERE CALCULATED BASED ON THE ACREAGE AREA PROVIDED ON KITSAP COUNTY ASSESSOR'S PROPERTY REPORT FOR THE PARCEL. *OWNERSHIP FOR THIS PROPERTY IS UNDERTERMINED. KITSAP COUNTY DOES NOT PROVIDE AN ASSESSOR'S TAX PARCEL NUMBER OR OWNERSHIP INFORMATION FOR THIS PROPERTY. THIS PROPERTY IS SHOWN ON THE PLAT OF ANNAPOLIS AS RIGHT OF WAY, SAID PLAT WAS RECORDED JUNE, 3, 1890. REVISIONS BY DATE PROPOSED TRAIL EASEMENT PROPOSEDTEMARY CONSTRUCTION O SEMENT EXISTING BUILDING INTRUDING INTO RIGHT OF WAY EXISTING PROPERTY LINE EXISTING RIGHT OF WAY LINE EXISTING MEANDER LINE EXISTING INNER HARBOR LINE EXISTING BUILDING LINE - - - - - - EXISTING EDGE OF PAVEMENT NO. DATE BY DESCRIPTION DESIGNED `to N L Olson & Associates, Inc. 1 9/22/15 DGP REVISED REMAINDER AREAS DRAWN DGP 9/15 Engineering, Planning and Surveying 2 10/16/15 DGP UPDATED OWNERSHIP FOR PARCELS PER KITSAP COUNTY ASSESSOR'S ON-LINE PROPERTY DATA CHECKED JCD 9/15 APPROVED (360) 895-2350 or (360) 876-2284 2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366 ACCEPTED Line Table LINE BEARING DISTANCE L44 N 24°28'03" E 49.81' L45 N 23°4347" E 54.02' L46 N 24'12'04" E 53.86' L47 N 25°30'46" E 11.85' L48 N 28°2244" E 27.12' L49 N 28*36'16" E 20.08' L50 N 30°1542" E 20.07' L51 N 30°15'42" E 9.53' L52 N 27°2345" E 16.46' L53 N 29°31'07" E 47.75' L54 N 35'41'12" E 6.09' L55 N 32*49'15" E 16.56' L56 N 33*1828" E 20.10' L57 N 35°1043" E 20.08' L58 N 35*12'33" E 20.15' L59 N 38°27'02" E 19.94' L60 N 27°55'03" E 25.08' L61 N 32'1 V06" E 20.21' L62 N 32°41'37" E 20.02' L63 N 32°41'37" E 16.56 L64 N 29°49'40" E 223.47' L65 S 59°50'49" E 22.48' L66 S 58°15'47" E 18.08' L67 S 58°15'47" E 115.56' L68 S 60°1020- E 84.74' 7.4 - I I I III G\A� -- -- I I °°_ --� Match Line Sheet Match Line Sheet 6 I I Curve Table CURVE DELTA RADIUS LENGTH C32 2°27'13" 1754.62' 75.14' C33 2*1958" 1889.57' 71.99' C34 2°57'14" 800.69' 41.28' C35 0°56'44" 801.69' 13.23' C36 3*4950" 950.21' 63.53' C37 13*1939" 100.00' 23.00' C38 18°45'09" 100,00' 32.73' C39 66°32'42" 75.00' 87.1 V C40 26°24'30" 140.00' 64.53' C41 8-12'10" 100.00' 14.32' GHT-OF-WAY PLAIN City of Port Orchard Pedestrian Enhancement Project - Mosquito Fleet Trail Situate Within Gov't. Lots I, 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. /I 40 0 40 80 Scale in Feet FOR: SCALE: 1 "= 40' City of Port Orchard DATE: Sept. 2, 2015 DRAWING NUMBER 216 Prospect Street Port Orchard, WA 98366 097337-404144 SHEET 5 OF 6 1-11 Sinclair Inlet I / & , (SIDNEY TIDELANDS) I � MEANDER LINE rb PV1 60+30.87 A.P. �, F 59+46.13 A.P. �r R�7iyF co`y s Scale: 1'°- 40' 7 60+88.82 A.P. 4� 60+77.56 A.P. 'N4� Qi �\ `'g0 1 / / Anna Annapolis f _ VOLUME 1 OF PLATS, PAGE 64 v C / 130 P 4689 004 002-0 000 / \ � � ZAI \ OOs 1 VOLUME 1 OF PLATS, PAGE 64 f . ot ` $ 68+61.56 I "I <p� 36.56 LT \ 69+ 0.16 4689-004 1'-004-0008 67+57.24 68+38.18 68+51.64 10, LT \ \ 4689-004-001-0001 2p,01' LT 24.64' LT ;.� \ 62+29.96 A.P. \ r N 67+59.38 °' guti�D�NG 69+11.78 �° \ ry 00 ( M / / 23.96' LT J 10' LT / ��� �g ^`� / \ Z ENGINEERED ^ / 4027-035-002-0005 4027-035-004-0003 66+55.82 67+51.70 - F Z 15.75' LT 10, LT - - - - - - °'�.o� STATION LINE 4027-035-003-0004 L83 - 66+11.78 65+94.33 67+27.74 A.P. / rsA9� 63+09.59 A.P. 3 / io 65+30.81 12.84' LT 1 66+51.11 / C4� END�TRAIL - \ s {� / 1 68+65.96 P.C. 13.66' LT 10' LT 1 - \ 1 1$2 68+31,42 P.T. _ 63+32.49 A.P. ` / !� / 65+55.56 65+65.01 65+92.72 / �a 67+52.25 P.C. 1 68+46.88 _ 63+7$.87.P.C. � � rr 65+07.57 15.16' LT ,� i � 69+27.2 ° \ 0 20.72' LT 10' LT 80 - - 2.74' RT _ _ _ - / \I 63+63.90 A.P. ` \S / 64+71.00 P.C.C. ( �M 9.04' LT. 67+46.30 _ - 4.91' RT `� S 76 06'12„ �z w gUiLDiNG �L1 67+05.67 A.P. ,0.58' LT 1 68+41.59 69+11.78 -'- 170g,©�, \ / \ 64+65.29 P.C.C. ' / BUILDING 8 66+45.99 66+75.62 A.P. 68+39.99 , 2.66' RT 5.00' RT ..�----- -- EDGE 0� �� MEANDER CORNER. 64+10.45 P.C.C. C43 t ��i 66+06.22 A.P. 3.95' LT �-!'% , 7.00' LTT ...-��'�' �, PAVEMENT `` - CASED KITSAP COUNTY / C4 5 C4 7 _ 66+46.11 A.P. ee , 1 `. �¢ 4. C4 6 _ � 65+89.00 .� / �� � � �. CONCRETE MONUMENT. \ � � L76 '0 65+73.00 P.T. 3.43' LT ,/'"r- / �, '�'� 1 �\, e \ J 65+29.32 / "', rn 25 30 64+85.20 P.C.C. \ 65+24.87 10, LT I �"'.�" (� '`�` \ ` ` 65+15.39 P.T. \ 65+21.15 P.C. / , \ N 1 \ � ` / BUILDING ,1 \/ \ \ ;0 ; \ % O O V 4 �\ _ t2• sr �Co, GL ����Os\ PARCEL No. OWNERS NAME TOTAL AREA RIGHT-OF-WAY TEMP. CONSTRUCTION EASEMENT TRAIL EASEMENT REMAINDER 4027-034-013-0005 AARON PASSOW 6,233 SF 0 SF 0 SF 0 SF 6,233 SF 4027-035-002-0005 OPSTRUP, M.; ROY, H.; CURTONI, R. 7,405 SF 39 SF 131 SF 7,405 SF 4027-035-003-0004 CURTONI, RENEE 8,712 SF 363 SF 500 SF 8,712 SF 4027-035-004-0003 ANNAPOLIS QUAY LLC 7,840 SF 258 SF 358 SF 7,840 SF 4689-004-001-0001 ANNAPOLIS QUAY LLC 7,840 SF 932 SF 824 SF 7,840 SF 4689-004-002-0000 ANNAPOLIS QUAY LLC 8,712 SF 1,323 SF 791 SF 8,712 SF 4689-004-004-00081 KITSAP TRANSIT 49,658 SF 2,007 SF 889 SF 49,658 SF TOTAL AREAS SHOWN HEREON WERE CALCULATED BASED ON THE ACREAGE AREA PROVIDED ON KITSAP COUNTY ASSESSOR'S PROPERTY REPORT FOR THE PARCEL. REVISIONS NO. DATE BY DESCRIPTION DESIGNED BY DATE � N.L.Inc.OISOn & ASsociates� 1 9/22/15 DGP REVISED REMAINDER AREAS DRAWN DGP 9/15 Engineering, Planning and Surveying 2 10/16/15 DGP UPDATED OWNERSHIP FOR PARCELS PER KITSAP COUNTY ASSESSOR'S ON-LINE PROPERTY DATA CHECKED JCD 9/15 (360) 895-2350 or (360) 876-2284 APPROVED 2453 Bethel Avenue, P.O. Box 637, Port Orchard, WA 98366 ACCEPTED Line Table LINE BEARING DISTANCE L68 S 60'1020" E 84.74' L69 S 58'15'19" E 46.69' L70 S 60'1020" E 11.26' L71 S 60'1020" E 141.15' L72 S 60'10'20" E 79.63' L73 S 60'1020" E 22.90, L74 S 62°35'05" E 31.41' L75 S 65'18'35" E 14.97' L76 N 87°44'01" E 5.76' L77 N 77°49'45" E 33.23' L78 N 76°59'14" E 39.89 L79 N 74°3449" E 29.51' L80 N 74°08'04" E 30.05' L81 N 74°46'27" E 22.07' L82 N 76°52'59" E 24.51' L83 N 86°14'53" E 34.SS, Curve Table CURVE DELTA RADIUS LENGTH C42 2°42'33" 668.00' 31.59' C43 15°24'04" 204.00' 54.83' C44 2°59'08" 109.53' 5.71' C45 8°08'06" 100,00' 14.20' C46 5°4644" 299.34' 30.19' C47 9°54'16" 299.93' 51.85' C48 6°42'12" 676,67' 79.1T C49 8°36'24" 305.00' 45.82' o a- 0 C LEGEND EXISTING RAIL LEASE AREA OR EASEMENT w w <- N PROPOSED TRAIL EASEMENT ! PROPOSED TEMPORARY ! \ CONSTRUCTION EASEMENT 1 \ --- - EXISTING BUILDING INTRUDING \ INTO RIGHT OF WAY \ EXISTING PROPERTY LINE SECTION CORNER. EXISTING RIGHT OF WAY LINE \ CONCRETE FILLED 4" TILE 25 30 1 EXISTING MEANDER LINE WITH SHELL CARTRIDGE AS \ CENTERPOINT. \ EXISTING INNER HARBOR LINE \ EXISTING BUILDING LINE - - - - - - EXISTING EDGE OF PAVEMENT City of Port Orchard Pedestrian Enhancement Project - Mosquito Fleet Trail 41078 Situate Within Gov't. Lots 1, 2, 3 and 4, Section 25 and within Gov't. Lots 3 and 4, Section 26, Township to �I 24 North $ s , Range 1 East, W.M., City of Port Orchard, Kitsa ............. g p County, Washington. k9L LATty o 216 Prospect Street Port Orchard, WA 98366 40 0 40 80 Scale in Feet SCALE: 1 "= 40' DATE: Sept. 2, 2015 DRAWING NUMBER 097337-407145 SHEET 6 OF 6