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res2018-034
WLfA TCO 41 COUNTY COUNCIL AGENDA BILL NO. 2018-250 CLEARANCES Initial Date Date Received in Council Office Agenda Date Asskned to: PW Committee/ Originator: JPR 8129118 9111118 Introduction Public Hearing/ Division Head: JPR 8129118 U 9125118 Adoption Dept. Head: Prosecutor: TOrl f P L"V Purchasing /Budget: A U N C I IL Executive: � 0 1/ 1 TITLE OF I)Ot)�WNT: Resolution in the matter of the Whatcom County Six-Year Transportation Improvement Program for the years 2019 through 2024 A TIA CHMENTS. 1. Memo to County Executive and Council Attachment "A Removed and Added Projects Attachment "B 2019-2024 Capital Project Priority Order and Financial Distribution by Year Attachment "RI-R33, BI-B16, FI-F4, YI-Y8" — Project Summary Sheets Attachment "C,1-0"- Road Fund Balance, Revenue, Expenditure Attachment "D" — Roadway Priority Rating Program Attachment "E" —Annual Bridge Report 2. 2019-2024 Six Year Transportation Improvement Program Resolution Exhibit "A "— 2019-2024 Six -Year Transportation Improvement Program Exhibit "B'% 2019-2032 Fourteen-Year Ferry Capital Program SEPA review required? ) Yes (X ) NO Should Clerk schedule a hearing? X ) Yes NO SEPA review completed? ) Yes (X) NO Requested Date: 9125118 SUMMARY STATEMENT OR LEGAL NOTICE LANGUAGE: (If this item is an ordinance or requires apublic hearing, you must provide the language for use in the required public notice. Be specific and cite RCW or WCC as appropriate. Be clear in explaining the intent of the action.) Each year the County is required to update its Six-Year Transportation Improvement Program (STIP), per RCW35.77.010 and RCW36.81.121. The STIP includes the capital elements of the first six years of the Fourteen -Year Ferry Program. The STIP is intended as a planning tool for local, state and federally funded projects and is designed to identify projects for preliminary engineering, right-of-way purchase and/or construction. COMMITTEE ACTION. • COUNCIL ACTION. • 9/11/2018: Discussed 9/11/2018: Introduced 7-0 9/25/2018: Approved 7-0, Resolution 2018-034 Related County Contract Related File Numbers: rilinance or Resolution Number: 7 Res. 2018-034 Please Note: Once adopted and signed, ordinances and resolutions are available for viewing and printing on the County's website at. www.co.whatcom.wa.uslcouncil. PROPOSED BY: INTRODUCED: 9/11/2018 RESOLUTION NO. 2018 -034 WHATCOM COUNTY SIX -YEAR TRANSPORTATION IMPROVEMENT PROGRAM FOR THE YEARS 2019 THROUGH 2024 WHEREAS, pursuant to RCW 36.81.121, Whatcom County is required to prepare and approve a Six -Year Transportation Improvement Program each year; and WHEREAS, pursuant to RCW 36.54.015, Whatcom County is required to prepare a Fourteen -Year Ferry Capital Program each year; and WHEREAS, the Road Priority Array and the Annual Bridge Report were made available to the legislative authority during the preparation of this program; and WHEREAS, following approval of the Six -Year Transportation Improvement Program, the law requires an annual review of the work accomplished under the program and a determination of current transportation needs; and WHEREAS, based upon the findings of the annual review, and after a public hearing, a Six -Year Transportation Improvement Program shall be approved; and WHEREAS, pursuant to RCW 36.81.121, the Six -Year Transportation Improvement Program and Fourteen -Year Ferry Capital Program must be consistent with the County comprehensive plan pursuant to RCW 36.70A; and WHEREAS, the Six -Year Transportation Improvement Program attached hereto as Exhibit "A" has been reviewed and determined to be consistent with the County's comprehensive plan; and WHEREAS, the Fourteen -Year Ferry Capital Program attached hereto as Exhibit °B" has been reviewed and determined to be consistent with the County's comprehensive plan; Page 1 NOW, THEREFORE, BE IT RESOLVED by the Whatcom County Council as follows: 1. That the Whatcom County Six -Year Transportation Improvement Program for the years 2019 through 2024, which is attached hereto as Exhibit "A ", including the capital elements of the first six -years of the Fourteen -Year Ferry Capital Program, which is attached hereto as Exhibit "B ", is hereby approved. 2. That the County Engineer is directed to file a copy of the same with the County Road Administration Board and the State Secretary of Transportation. APPROVED this 25th day of September , 2018. 3pr�P ATTESTS °� Dana irowh -Data ;Y erl, fthe touncii -f, d APPRO AS °T© '�6wm 9 Page 2 WHATC M UN OUNCIL WHATC M OUN , ASHINGTON V Rud Browne, Chair of the Council Agency: Whatcom County Exhibit "A" Hearing Date: County No. 37 Co.Name: Whatcom Co. Six Year Adoption Date: City No: 0000 MPO /RPO: NON /WCCG Transportation Resolution No: Improvement Program 2019 -2024 Road Capital Construction 12 T PROJECT COSTS IN THOUSANDS OF DOLLARS t..........._.........._.;............ FEDERALLY FUNDING SOURCE INFORMATION EXPENDITURE SCHEDULE FUNDED FEDERAL FUNDS1 STATE FUNDS P PE ....................................._..............._.--_..............................._ 112019 0. 0: 0: .............i................. 1,030; 1,030 ............. 600: .............. .................... 380; _ ............. 50: 0 ..... _ ............... 1,030: ...... 0 PROJECTS ONLY O PROJECT IDENTIFICATION R1 20010 32 S w C RW 112019 t t................_...__..............__...._.......................................... .............................................................................................................................................................................. 0: 0; 100: 100 100: 0: ....._......................... 0: 0 _....._..__............................ 100: ........._..................... 0 100 CE Yes aZ from Lora Lane to Cedar Avenue A. PIN/Federal Aid No. w (D o x air 0: O w ......................_........ 4,710; .........._.._............................... 6,320 _................_...._.......... 3,300: .......................... 2,870: ... ... ........_........................:....._................ 150: U ,..................... 6,320: ....._.._...-- 1,610. 4,710 512019 Pedestrian 8Non- motorized Enhancements ? w a r- O B. Bridge Number in O O Z O o. y a F" u. w O N a STATE _........................ U ..__.................. _............ 7,450; _......._... _...................... 1,61.0; 5,840 Grant Local Z Ora- c a w O w C. Project Title w w > a r- a w r O r- O = y 1 p a p a= FUND STATE OTHER LOCAL TOTAL YEAR 1 YEAR 2 YEAR 3 Years 4th TOTAL Total Total a z> f w 0 i M D. StreeVRoad Name Number 0 N a ` .._......._. ....5;.._ ....� w ....v.... ....... ............ w O w > FUNDS REVENUES FUNDS 13 2019 2020 2021 Thru 6th 2019.2024 .....................................:......_......_........................................................................................... 0: 0: z ~ O z 50 ...._......................... 0. or _.___.._...... _................ so- _....._._................... 50 .....,......................... 0. 50 CE i = d1 CODE P CN .................... _.. ............................... . 512024 _,....................,............. ". i................._ ...... ............................. 0; i....................................................................................................................................................................................._................ ,. _......:..... 0: 2019 -2024 2019.2024 w W ............................... 0; LL a E. Beginning MP or Road - Ending MP or Road _...... _..... 0 p F Water Qualit /Stormwater Improvements w w T Total ....................:.. ............................... 100; 100 25 20[ ...................._.......... 55 0 _................... 100: O i 100 P IF. Describe Work to be Done - r a a w u. :.....................:.......:......._..................;.........,.........;............................. 0 Road Capital Construction lesday, September 11, 2018 12 T t..........._.........._.;............ Birch Bay Drive &Pedestrian Facility OS P PE ....................................._..............._.--_..............................._ 112019 0. 0: 0: .............i................. 1,030; 1,030 ............. 600: .............. .................... 380; _ ............. 50: 0 ..... _ ............... 1,030: ...... 0 1,030 17 R1 20010 32 S 1.58 C RW 112019 t t................_...__..............__...._.......................................... .............................................................................................................................................................................. 0: 0; 100: 100 100: 0: ....._......................... 0: 0 _....._..__............................ 100: ........._..................... 0 100 CE Yes from Lora Lane to Cedar Avenue 06 W CN ................... ..............._.;..:..._......._. 1/2019 : STPITA .................... _.................. _ 1,610; 0: 0; ......................_........ 4,710; .........._.._............................... 6,320 _................_...._.......... 3,300: .......................... 2,870: ... ... ........_........................:....._................ 150: U ,..................... 6,320: ....._.._...-- 1,610. 4,710 512019 Pedestrian 8Non- motorized Enhancements S Total ...................._..__ . _.................... 1,610; .............................. 0 .............................. 0: 5,840; 7,450 ........... .................. 4,000. ............_,..._............. 3,2501 _........................ U ..__.................. _............ 7,450; _......._... _...................... 1,61.0; 5,840 12 C 1....,......... E Lake Whatcom Blvd, Water Quality Improvements 06 G PE .....___........; ..................;.......,.......,.. 112019 i ........I...................... 0 0, .._......_.._ a,... ......._... .._50._. ................... ....50 .... ....25!.... ............ ........... ..._20.... _............ .._......._. ....5;.._ ....� .... .._50._._. ........... _ ....v.... ....... ............ ....50 17 R2 44120 From MP 0.21 to MP 1.71 13 P 1.50 O RW .............................. : 112021 .....................................:......_......_........................................................................................... 0: 0: 0: 50: 50 ...._......................... 0. _...................._. 0; _.___.._...... _................ so- _....._._................... 50 .....,......................... 0. 50 CE Yes Cable Street to Strawberry Point P CN .................... _.. ............................... . 512024 _,....................,............. ". i................._ ...... ............................. 0; i....................................................................................................................................................................................._................ ,. _......:..... 0: _.............. ............................... 0: 0 _.. _...:... _ _........... fl[ ............................... 0; _.. _....... _................. ............................... 0 0 _.... ............................... 0: 8: _...... _..... 0 Water Qualit /Stormwater Improvements T Total ....................:.. ............................... 100; 100 25 20[ ...................._.......... 55 0 _................... 100: ............................... 0: 100 C :.....................:.......:......._..................;.........,.........;............................. Horton Road, Northwest Drive to Aldrich Road P PE .1/2019. :......_.._....... 0. ................:.............. 0 0, ................................ ................ ....157;... ....157.... .._90.... ........... ........... ..t .............. .....fi7..... .............. ....0,.... ..... .... ....157;...t.... ......... ..................... ......__...157 Yes 00 R3 New Roadway 01 S .70 T RW .:_.:.__...._...;......._ . ..............................:..................:...........................:......._........................._.__............._..........._............._.................__....:............. 0 0: i................... 0 0: 0: 0 .........__....__...,........__ 0: U .._.._:.._....,......,..............., 0 ....._.:........._..._......... U; 0 CE W CN ...................;..................;....... ............- .................. U; :..........................:.........................:.............................`.'..........................:.......... 0. 0. ;......................................................................................................................... 0 0 Ui ........... ....................... 0; ......,............. ............................................................. Oi 0 0! ......................... 0. U Total ....................;.................. ...................:...................................... ,.......................... 0. 157. 157 90; 67: .......... ,............................................. 0 0 ..._ ............. 157: ...... .....,......................... 0. 157 _...... i.' Slater Road 8: Northwest Drive 03 G PE p ................... ............:.................. 112019. !..........._...........__.._.._..€................... p........ _.... _.... 0. _...........:...:.__......... __...._..:___............ 0: 0: .......:...........,......................................_.._:..........__ 50: 50 50 _.........:.................. 0 .. _.. _____.......................... fl 0 _..._.. c_.......... 50 ............:.................. 0: ..:.... 50 16 R4 14760174050 06 P 0.40 p RW ................... .:.................. 0: ...................._............................ 0: 0: .... .............................._ 3: 0 ......____.............. ..... 0 ........................................... 0; _.__......................:.._..............__............... 0: 0 0: ...................._..,_.__... G:.. 0 Yes Intersection Improvements T CN ...................>.................._..............._.:.....................................,:..........................;.........................;.........................................................,.........................,........................,................................................:.................... Ot U. 0. 0. ¢ 0. 0[ 0. 0; .....:......................... 0. 0 W Total 50: 50 50 0; 0; 0 50 0 50 C [ t. :...................;..................:...................;.................................................................:.........................:........ Slater Road, IS Interchange to 0.10m E. of Pacific Hwy G PE : 1/2019 0:. ;....... 0 0; ............................... s0; s0 50 0: 0: 0 50: ............ 0, 50 16 RS 14760 From MP 7.26 to MP 7.65 03 P 0.39 O RW ....................,... _............................ . ; ....,.................. 0 _.._._................................______............;._...............................................................................,........................-... 0: 0 . 0 0 0: 0; ....__.................,....... 0' 0 _..._...-.... ....... O[ ............................... 0. _....... 0 Yes Reconstruction PS CN . . ................. ....................................................... .............;......;..................;..................:..........................._...................................._....._.._..... . 0: .................... . . : . . . . . . . . . . ............... 0: . . . . . . . 0: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . U: . ............. . ....... ........................... 0 . .. . .. 0, . . . . . . . . . . . . . . . . . . . . . . . . . 0: . . 0: 0 0. 0: 0 T W Total 0, 0; .._............................ 50 50 ..__..... .......__... 50 ... .............. v: .. . .............. 0': 0 ........._ _ .........,.... 50 .. ; ... .... .. . - -__.. ......... 50 C ....................;..................:....................................;........ ;......._.......... ;.... ;.... Slater Road, Northwest Drive to Aldrich Road G PE € 1/2020. o. ............ o, ...- .G.... ............ ....50..... ................... ....50 .._ .... .............. ............ ....50 .... ............. ..... .............. ....� .... .._50!... ........... _ ............... ...,ll.:.. ............ .. -50 00 R6 New Roadway 01 P 2.00 O RW . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ .................. . ............................ ............................... . . . . . . . . . . . . . . . . . . 0 ................._.............._€...._.......,.......... . . : ................... . . . . . . . . . . . . . . . . . . . . . .. . . . . ......................................................... 1.......................[......................_..._` .. u. .... . 0( 0. 0 0 0. U Yes P S CN ...................;......_....._..._.....__:.............__...... :. 0 0 0 0. ....................._�........ 0 0: .........................................._..................................................................... 0. 0< 0 0. ............................... Os J T W Total ........_...................... 0. _:................................ 0: 0 ............................... 50: _.......... 50 .......... 0. 50: 0, 0 50 0; 50 12 C ;................... Smith Road &Northwest Drive 03 G PE ....._........._.;._......_....._;....._ i 112019 € s ...............................;....... 0i ........... 0. .....0;.... .......... ....1 OO ._. ....._._...._ _..100 .... ...1.00..... ......... ._........... ....��. .... .............. .....,........ ....ol.... ....a ......... .........._.. .... ....'loo:.... ..... ._. ......... .._.100 16 R7 75080174050 06 P 0.40 P RW ........._.........,__.....___...:......_ i ..............................,............................................................_......_....__...._...............__......................................................_........... 0 0 0: 0: 0 0 0; ._...._.._..................__U O[ ........................;............_.... v: ...._.:..........._............ 0 0 Yes Intersection Improvements T CN _._-.,._...-,.;...__........... ....................;..................;..................................................................................... .......:..................................._.................................._.... 0 0; ..........................._... 0 ................... 0; ............................... 0 _................. 0: _........... _.................. 0; _.................... _........... 0; U _.......................... 0 ...................:.......:... 0 _.. 0 W Total 0: ............................... 0: 100: 100 toot 0: 0; 0 100: 1. 100 12 ....................;...._......,..... Roadway Frost Depth Detectors PE 112019 s . .................. 0. o: ....._0.... ............ ....25.... .._..____.... .....25 .... ....25:.... ............ .............. ....�:.... .._.......... ....�.... .....� ......_..... .._.._... _............ .... ....5... .....�.... ...._...... ....25 00 R8 Various Locations S RW ....... ............,.................. _............................................................... ...-_........._ i._........_...._ ......................_,.......,.............................................................._......___.._ 0. .................- 0 ............. 0: _.. _........ ;....._.__...._....... 0! 0 ....................... 0 0 _.......,........._._...... 0; 0 _.. _........... ...:........._..__...._.. 0; ;..... _.................. Oi C No CN 612019: :..................._.................................... 0. ........................................................ 0: 0: ........... __.._____._..._................ 300. 300 ............. 300: .............. 0: _ ___._.._. .. 0: 0 ......... _ ...._.. 300: .......... 0: 300 Total 0 0: .......................... 0; ............................... 325: 325 .............................. 325; 0. u[ 0 325 0. 325 03 C ..............___................_;...................;....................... ;.........__.._.. Marine Drive, Locust Avenue to Aldefwood Avenue 12 G PE [ 112019 [ 0 .............. i 0. ..._0.._ .._..... .__525:.... ................ ....525.... ......... ......... ....150:.... ....100:.... ......... ..._.._..... ....275;.... ....0 .... ....525:.... ......... _ ............... ....il..... ......... ....525 16 R9 12790 From MP 4.75 to MP 3.92 06 S 0.51 p RW [ 112019: :...............0; 0: .........................;.........................................:..................................................................;............_.................................._................... 0; 200. 200 100. 100: 0 0 200. .....:......................... 0. 200 CE Yes Reconstruction &bicycle /pedestrian facilities 32 S CN 112021. STBG 1,509.. 0; 0: 791; 2,300 0: 0; .......... 2,300; 0 ..............._... 2,300: ..........09..... 1,509 .......91 791 5/2021 T W Total 1,509; 0: 0:. ..1,516; 3,025 250: 200: 2,575: 0 3,025. 1,509: 1,516 North Shore Road, Bellingham City Limits to Y Road 03 P PE ...............:...................... 112022 .................. .................... 0: i........ ........... ;................... o. ..._ i.... ........... .....'0..... ................... ....10 .... .... .... .............. .............. ....a;.... ............. _ ........... ..... .:.... ....1.� .... ......1.�`.,... ... . _ ............. ....� ;.... ............ ....t0 16 R10 47051 From MP 0.00 to MP 2.87 12 P 2.87 T RW .................... _.......... ........,.......................................................... . :.....................................;....................................... 0 ........................... 0. t................................................................................................................................... ................:......................................................................................................................;................. 0: 0 0 0 0: ............................... O i 0 _............................... 0; 0. ...... ....... ...... 0 Yes Roadway surface, safety and stormwater improvements 13 CN a: a: i..................................................,._..........................................._... o: a: o ............................... o: a: fl: " o .............. o u Total ................._;....._..........._..........._........_.._........._ 0. 0; a 10: .........__.............. 10 ...... 0. 0, 0: 10 10: 0. 10 12 C ........_...._._.;.._. ;................... Lummi Nation Transportation Projects 03 T PE .......... ___._._.._...... 112019 _ .............. ... ............... .......... ..__.._...... 350; 350 ......... .............. 350: ............- 0: .............. 0: 0 ......... _ ............._ 350: ......... 0, 350 07 R11 Various locations on Reservation 06 S W RW :._......_.._.._;.._ .............................-,.;......................................;..........................;........... 112019 ............ .......... !..................................... ............................... ............_ ;....._._......_.. ......... .............. ............ _ ". 07 S CN 112019. 0 ......... 0: 0: ......... 1,500: 1,500 1,500; 0: 0 0 1,500; 0: .. 1,500 32 1 1 1 P G Total ........ ............,.................. _..................;................................................................................................................................................................................,........................,................................................_................... 0; 0. o 2,000: 2,000 2,000. 0. 0. 0 2,000: ...:........................... 0: 2,000 P Point Roberts Transportation Improvements T PE ................ ...;.................._..................:...................:....................:............ 112019 0: ..............:................ 0; 0 ... 50. ....... 50 ........... ............................................. 50 0: _ .............. 0: ....0 ....50 .... ........... .............. .....0;.... ............ 50 00 R12 Project locations to be determined in 2019 06 S .25 W RW 0. 0; 0: 0 ............................................ 0 .......................... 0 .......... ......................................_................. Oi 0 0: ............................a. v. 0 No 32 C CN 612019 .................. ......................................................... 0: [ 0: 0. 100: 100 100: 0: 0: 0 100. 0 100 Total ;. ;. Oi..... .............................. . 0; Oi 150: 150 150; o; 0: 0 150; 0. 150 age lesday, September 11, 2018 Agency: Whatcom County County No. 37 Co.Name: Whatcom Co. City No: 0000 MPO /RPO: NON /WCCG Exhibit "A" Six Year Transportation Improvement Program 2019 -2024 Hearing Date: Adoption Date: Resolution No: Page 2 Tuesday, September 11, 2018 PROJECT COSTS IN THOUSANDS OF DOLLARS FEDERALLY FUNDING SOURCE INFORMATION EXPENDITURE SCHEDULE FUNDED FEDERAL FUNDS1 STATE FUNDS PROJECTS ONLY iPROJECT IDENTIFICATION r x N w w N o r w ar A. PIN/Federal Aid No. w o x W¢ O w ? w }c O O w, B. Bridge Number C. Project Title ,., N j N O a Z 'E O L) a v r F 'h w w ¢ O In ¢ STATE STATE OTHER LOCAL YEAR 1 YEAR 2 YEAR 3 Years 4th TOTAL Grant Local paw a y Ow tj O D. StreetlRoad a O r- a r w = F w ir O tt a FUND FUNDS REVENUES FUNDS TOTAL 2019 2020 2021 Thru 6th 2019 -2024 Total Total i y > w p = t- Z a Name or Number t- O -r Z m w w> m CODE 2019 -2024 2019 -2024 Z W w Z LL a E. Beginning MP or Road-Ending MP or Road p a w w a 0 r F. Describe Work to be Done p C Slater RtllHaxton Way OS P PE 112019 0 .....J, 0 ....10 ....10. ....10f. ..0 0 0 10 ,. ....10 7 R13 14760/12659 07 P 0.25 W RW u; Yes Intersection Improvements 12 T CN 0 0: 0 0 0 0 C 0 G D' 0 S Total 0 0; 10: 10 10; D 0 0 10 0; 10 ',. East Smith Road, Everson Goshen Road to SR 542 06 P PE ..._........._...;.._..........._....._ [ 112021: ................................... G; ........................__..... i p ..._a.... ......_. .....160;__ ......_........ .....160 .... ....5.... .............. ...._._.._. ....5.... ....,.50'.... ......... _ ...._....._. ....0 ......... _ .... ....160;.... .............. .... .'.... .......... ....160 07 814 55080 From MP 4.98 to MP 8.23 07 S 3.25 T RW ...................._.................._..................-..................;................... i u. .................... .......:. 0 .............._................ C D 0 0; 0 0; Q 0; 0' No Pavement Rehabilitation CN 612021 ...................;........................................................:..............................................:... 0 RATA 1000; 0 300: 1,300 0; G. 1,300: 0 1,300: 1,000; 300 Total 0 1000: ............................... 0; 460; ........................ 1,460 ............................................................... 5: 5 ............._................................................_................... 1,450; 0 1,460: ..................... 1,000: .......... 460 C E Smith R n East t Road & Ha vegan Road 06 G PE ...................;.................._..................;...................:...... 112019: 0; ............................... 0: .......... 0 ...........:__ 500: ................ .............._ 500 ......... ._.........;.... 150: ............ .......s.... 50 ...........;.... ......... _ 300: ............. 0 ......... 500 .............. 0 ........ 500 07 815 55080155110 07 S 0.4 P RW ........_ :....412019 ................._...._............_._......__.....:..................... € 0:' .............................., . ................ o.................. . ................_..._...............__.............................................._....................._.............................................................__ 200.:....................... 200.................. 150::..............._ 50.t...................._�_.... 200' _..._.:_....................... 0: CE Yes Intersection Improvements 12 T CN ...................__.. 512021 :...................;..................:...................................... .............._.._............. STBG .. 1,000; ........................... ......9........................ 0; ;:.................. 0; .... .............................. 2,000: 3,000 ... ..........3', 000 0: ................................:. Oi .................:...................... 3,000; .. _.............. ... .... ..._0 .... ...... G ... .. ............... 3,000: .... .... ................... 1,000: ...... .200 .............. 2,OOD 1012021 Total 1,000; ,.......................... u: 0 2,700: 3,700 300: 100: 3,300: .............................00 0 _........................ 3,700; .....................00 1,000: 2,700 T :................... Guardrail Safety Program P PE ......... 0 , . 0 .. .. a 30 ......... .... ... 30 ... ............ .... .... 0 ......_..._.... .............. ...._ 01 .... .........._. ..... 0 .... ........... ...._ 30 .... ............. ..... 3.. . 30 R16 P C RW ........ ............,.................. _...................:...................:...................:.......................................................................................................................................:........................_................................................_................... 0: 0 0 0 0 0 0! 0 0 0 .....:......................... 0 CE No Safety Improvement W CN 112019 :...................,............._..._............._................____.._.._.........;_............_......................................... HSIP 810 0 ............................................................................................................................,- 0 0 810 810: di 0[ ................,.............. 0 .............. 810: ...........:.... 810; ....... 0 S Total 810: 0; 0 30 ................. .................. 840 840; 0 G 0 840; 810; 30 T Birch Bay Drive, Jackson Road to Shintaffer Road P PE ...................;.................._...... vzozz : ............;.................. o ............ ............... D: .......... D zoo: .... 20o .............. G: .............. ..,_. 0 .......... _ �� ��������� 75 ................ 25 125 ......... 200; .......... � � � 0 0200 .......... 17 877 20010 from MP 2.10 to MP 4.53 07 P 2.43 C RW � 0; 0: 0 0; 0 0 0 0. .. G .............D No Pavement Rehabilitation W CN 412022: G; 0 0 1,000 1,000 0; 0 C 1,000 1,000; 0 1,000 S Total 0 0 0 1,200; 1,200 0 0 75 1,125 1,200; 0 1,200 P Turkington Road /Jones Creek T PE ..................._.................._:...:........................................ 112019 € Oi .........._s................... i pt ....o:. ......... ....225:. ................ ...225. ........... .....25;.... ......... ....l.o0.... ......... _ ....100:.... ............. .....0 .... ....225:... ......... _ ......... .......� ........ ......225 09 818 89200 From MP 0.4 to MP 0.6 03 P .020 C RW 112020: 0; 0 0 50 50 0 50 4 0 50 50 Yes Road Grade Modification and creek channelization 06 CN 0 0 Q 0 0 0 0 0 Total 0 0 0; 275: 275 25; 150. too 0 275; C Birch L n ch ay y tlenlBlame Rd. 6 G PE ...................;..........._....._.._.........._..;............._.._._.. 112021 [ 0 .........._.................... 0_ .....o.... ............ ....50;.... ................_. ....50 .............. .... ....0.... .............. ....0__ _....._.. _ _...50: .............. .... ....o ........... _ .... ....5.0'.... .............. ....�;..._.. ..... ....50 17 R19 21580 from MP 1.00 to LAB MP 1.25 07 P .25 P RW .................... .................._,.................._.........................._._...._;.......__.......:............................................................................__._..............._........:.. _.................. _.................. [ -................. 0 ............. ........:......... 0, ......._....... .......... .............. o o,...................,......... 0 ....... .... ..._.._..r�._.................. ._.. .._.._.....o_.................. G ..._.. ...........�_.... .............. U: ...._..- ..._.._.ti Yes Intersection Improvements 12 T CN ...................,...............,.._..................,...................:.............................................. 0: Oi 0' 0 0 0: .....................7�'s...... 0! ..................:.:..............................................:................... 0 d .....:......................... W Total 0; 0:. .............................................................................................................,........................_................. 0 _ 50; 50 0; 0. 50 ............................... 0 _.................. 50 ......- Oj ...................._... 50 C :...................:.................._.................. i............. i......................... i.............................. ' Lincoln Road - II, Harborview Road to SR 548 (Blaine Road) P PE 112023 ; 1 0 ............................... .................... 0; 0 5 ....................._...i..... 5 Q G; 0 5 5; 0 5 09 820 26190 From MP 0.00 to MP 1.00 01 P 1.00 T RW ......... _.... _... ;......___........__ __._ _.......___.._ ............._................:... ............ ......................:........ _...................... _............... .............._.............._a .............................. a.;....................... `0..;................__........ �. �.;............ 0: 0 0; 0: 0 Yes Reconstruction and new road, non - motorized enhancem 03 S CN ....................:..................>..................:...................,.............-......................... t E ......_._............ 0. _................... ........_�.0................... ..........._ ....__...... ............... .......... 06 W Total ................................ ..... 5. ............................... 5 0 u 0 5 5 0. 5 C k... Marine Drive II, Alderwood Avenue to Bridge No. 172 03 G PE ................_.;.._.._. 112024: .__.._.._._._..__.:............ 0 _.....:...... .......................... ....... C .....Q .............. .....5;.... ..._..._..._...... ....5 .......... .... .. ..... 0 ...................... 0............................................ 5.......... ............5_................. .......;.... p; ..................5 16 R21 12790 From MP 3.92 to MP 3.37 06 P 0.55 P RW .......... i 0 0 0 0; 0 0. ...............,..._...._.... _:....0,......................0 .........._.........._............... ._._.c,.......................0 Yes Reconstruction &bicyclelpetlestnan facilities 12 S CN ............................._. 0; . ........:............................................................................................................ i 0 u� 0 0 ............................... 0; 0; Os u �•� „ . ............ .....fl........................a 32 T W Total 0; G Oi 5; 5 0! 0. C [.._._........__.._ €.... H mmi R Flood e Road ootl P PE' 112019 .............._................:.....,.................. i € 0 ............;.........,...._... 0, .....i0. ......... ....200;.... .......__..... ....200 .... ....100_.... ......... .- ....... ....100`.... .............. ._..._..... .....o ......... _ .... ...200;.... ............. .....0.... .......... ....200 OS 822 56320 From MP 2.3 to MP 2.6 07 P 0.3 T RW _...._.._._ ..................._....... . .................._..................,..................:.................. ..........._................... 0.�._ .:.......................... .............. . -.. _.. .........., ......_...._____...._...... _. _.............................. 50 0;. ........................__.... 50 _.................................................................__...._.... 0: 0 50€ .....;......................... 0. 50 Yes Raise roadway 06 CN 612019 .........._.......,.........._......_....._ [ [ 0; ....................._....._,:...........................-........................................_........_.........................._............................................................... _._..........0 ................ .......0.'...................50 0; 0_ .. .................. 925: .. .. ............................... 925 ........,...... 75;850 .............. ... 6..... ............. ....0925` ......... ............. ; .....0....925 ......... Total Oj 0 0 1,175: 1,175 175: 1,000: ........._.............___..... 0 ___.................._................. 1,175: ...........................__.. 1,175 T 6 Innis Creek Road P PE ...................._....__...._.._.,.,.._._...:......._,......_.;...... 112019 0 ............................... Ot . .....o ... ............ 15: ..._........_... .....'S.._ .............. ....5 .... ............ ....'0.... ..__........ _ .._0 ............. .... ...._6 _......... _ .... ....15 ................... ... 0.... ........... ._.15 09 823 88850 From MP 2.45 to MP 2.65 07 P 0.2 C RW 0; 0 0; 0 0; u ................0 No Raise roadway 06 W CN s ......... ........ ... ....... ..........._. .........__. 5. o................. 0? 0; Oi D Oi OS 0 STotal i 0. ................ .............._ ...__a.:.........._.._._...a.;. 0_ 0 15,.......................... .. 15...................... 5,._....___.......' o,............._ .......0_............_........a ............ ....._15 >........_............0 x....................15 C : Larrabee Road Flood Mitigation P PE ................... 112024 ; ............... .:._............................. 0; .........:...................:.............. ............l.......... [ G[ ........ 0 5 ..................... ....5 .............. .. 0; .............. 0; .............. _ 0_ .............. ....5 .... _ ., 5' ........... . .. ..._0 .............5 19 824 73800 MP 0.15 to MP 0.25 13 P 0.10 T RW i € Oi p 0' 0 . .................- 0...................._ 0,...................... 0.............. ._..__0;......................J .................. ...0_...........__.._...0,_.__. _.........0 No Drainage improvements &stream restoration CN .................... _.................................... 0 .................... 0; 0 0; G 0 0 Oi <................. 0 Oi .................0 ......................0 Total i 0 ..............................................-............ 0 0; ................................................ 5 5 .............. .............................................. 0' .............. ............................... _......... _........ .....::........................ Page 2 Tuesday, September 11, 2018 Agency: Whatcom County County No. 37 Co.Name: Whatcom Co. City No: 0000 MPO /RPO: NON /WCCG Exhibit "A" Hearing Date: Six Year Adoption Date: Transportation Resolution No: Improvement Program 2019 -2024 Bridge Capital Construction PROJECT COSTS IN THOUSANDS OF DOLLARS Marine Drive/Little Squalrcum Bridge NO.t PE ................... 1/2019 FEDERALLY .......... Oi G 0 ... .............. 20: ..__..... ....... 16 B1 12790 From MP 5.24 to 5.34 FUNDING SOURCE INFORMATION RW .. i :....... i._....___ 0 i_........_. 0: EXPENDITURE SCHEDULE 0 0 FUNDED 0 0: 0 0, O 0 Yes Rehabilitation CN _ _ _ _.... ..... .........._.......o............ _.... Gi FEDERAL FUNDS1 STATE FUNDS Oi 8 Gi 0: 0; . .......... _._.. PROJECTS ONLY o PROJECT IDENTIFICATION 20 20 20 _ .. 0 w 2 0; .........u:......_._.........20 P E...... i........................... r wr z A. PIN /Federal Aid No. z r=- w a z N Jackson Roadlrerrell Creek/Bridge No. 81 T PE ................... ............................... ': 11/2019 0. ..........;.................... 0. .._fl;.... ......... ....200:.... ................ ....200.... z .............. q B. Bridge Number i in ....200 LL z o o a y w O Q STATE 0.10 C RW 1112020 : :....................:.................._...................................._:................ ..'................... ...................................................................:.. - G Oi .......................:....... a€ .....................:......................................................:...................... 20: Grant Local zO Q w o a y O w o C. Project Title > a a 'E O v = rn ¢ p ¢ = FUND STATE OTHER LOCAL TOTAL YEAR 1 YEAR 2 YEAR 3 Years 4th TOTAL Totat Total C ~ o_ O i ci z D. Street/Road Name or Number O y r y < [:- w w N X O w ¢ a w> FUNDS REVENUES CODE FUNDS Oi 0 2019 2020 2021 Thru 6th 2019 -2024 2019 -2024 2019 -2024 >Z r z z O rz- z LL a E. Beginning MP or Road-Ending MP or Road 9 9 9 F a ~ O J r O z O¢ x o p m i..... w w z F O a F F. Describe Work to be Done Q. C PE 112021 LL w .... .......i . ............ a: .. ........ 5; 5 ........ .............. 0: 0; _......................... ............ 5i 0 5 ' .............. G: 5 OS m¢ i 84190 From MP 9.55 to MP 9.65 09 P 06 p RW [ :.............................:... ': G i 0 G 0 0. 0 Oi 0 0 No Replacement Lakeway Drive Corridor Improvements 12 ....:.......................... ............:......:.......:. C PE ..._........_.._ ' 112021 . .................. .................. ......................... ,...............__._......_. 6; 0 ..._s._. ..._......... ....5[.... ..._................ ....5 ........_... ,... ....�..... .............. ........ .........._.. 5�.... ..._......... ....� ............. _ .... .....5 ?_. ............... ....J.... ............... ....5 16 R25 45690 MP 0.00 4o MP 1.40 32 P 1.30 P RW ...................,.................. 0; _ ....... ............._......._........_.._._......_........_.................................... u. Os G! .............................. Oi 0 ............ ... G .... ... ..... _ 0 _ 0' 0 Yes Safety and Multimodal Improvements T CN 0: Gs a; 0 0 .. 0 G 0 0 Total w 5 5 0: 0 5 0 51 5 Ferndale Road/Levee Improvements 03 C PE ................... 112019 . ..... _ s . 0 ............ G: 50 _..._.._........ 50 ............ 50: ........... G_. .............. _ 0 ........_... G ........... _ 50 _........... ........... 50 00 R26 12800 from MP 2.50 to MP 3.82 06 P 1.1 P RW :..............._.._.......,.......:.._......................................._.............,............. ..............._.............., G; 0 a 0, ................._.. v .............. c: .............. G .................. _ a ............. a .............. _ a€ ............. 0; .............. G Yes Levee Improvements T CN 1 0 J: Oi 0 Total 0 G: 0 50: 50 50 0. U 0 50 0: 50 Abbott Road/Levee Improvements 03 C PE .....................................!.................. i ............... .......:.... 0'. a ..... ..... 0: �... 0: ..................... ..... 0 .............. .......... vt .............. ..: 0'. ............. _ ..� 0 .............. 0 ............. _ uE ............... ..i OE ............... U 00 R27 55560 from MP 1.7 to MP 1.9 06 P 0.2 P RW ........................................................:.............._................ ! - ......... ............................... C' 0, 0 . ................ U ,.............................y .............. . 0. .............. ....V.. .............. _ ....a........ .. . .........._� ............_........9 _...................._ .,............_.........0 Yes Levee Improvements T CN .................... 512019 :.................__.................._........................_........._..._..............:................__.._..:......................................_...___.............................................................................. a 0 0: 600; 600 ...... ................... ................................................... 600: 0 _....._........................._.............._.............. Oi ^u 600; .........:........._......__._. - 600 Total U 0: :.. C 600; 600 600: 0: ......._._..................... 0 G _....._........._.... _............ 600; ..........J....._....._.___.... 0> 600 C :..................._ >............ Northwest Drive, City of Bellingham to Axton Road 06 G PE 112019 .................. [ _....:............... _..:..................:................... .......:....................... 0 G a i _:............._...._....................................:........... 250. 250 ...................... 75 ....-- _._:...._................ 175: v: ............. 0 250: 0 . 250 16 R28 74050 from MP 1.11 to MP 4.65 07 P 3.45 P RW ......................................................:................................................................. 0: 0; ................. 0! .... ............................... 0 0 .............. 0 .............. 0 .............. 0; ............. fl .............. 0 .............. 0; .............. J No Structural Overlay T CN 612020: G;. 0: 0 1,250: 1,250 a: 1,250: Oi a 1,250; Oi 1,250 W Total Os 0: G; 1,500;. 1,500 ....................................................................._..............................................._.................. 75. 1,425: 0 0 1,500: ............................... 0: 1,500 E. Smith Rd, Hannegan Rd. to Everson Goshen Rd. OS C PE ...................;... 112024 ................ .. ............. . <._...._:.._.......... . .................._................................................................. 0 0; 0: 5 ...... 5 .............. 0 .............. 0 ...__..__. _ 0 .............. 5 ....5... .............. _ ............... ....0.... .............. .....5 07 R29 55080 from MP 1.96 to MP 4.98 06 P 3.02 P RW ....................,.................._.........._._._°._.__...._....„_.............._..._....._.................................................................................._..........................._.............,................ 0; 0 G 0 G: 0 ........_................._..._ 0 0 ............................................ v: c....__...__.._..... .... 0: .......... G No Pavement Rehabilitation 07 T CN :...................;............_...._..................;_..........._,...;_._..._......_..................................................... 0; 0 0 ............._.._............Y. G: 0 _. ........................................................................._ 0[ 0: G ................._............. J _,............. 0: _........................ ii:` L. Total ............ __...._.. _ _ .........................:................................................ 0' 0 .........._.................... 0. 5 ....................................................................................................._................................................_................... 5 G: 0: G[ 5 5 ............................... 0 5 Birch Bay Lyndon Rd, Enterprise Rd. to Rathbone R 05 C PE ...................;.................._ i 112024: ......................... 's ............... 0 .............. Oi 5 ..................... 5 ...................... 0 .............. ....0_.... ............. _ .....5..... ............. ,....5 ............. .... .....5..... _ .............. ....0..... .............. ..._5 07 R30 21580 from MP 7.92 to MP 9.95 06 P 2.03 P RW ......... ....._�.................... 0: 0' .. 0 0. ........._.................... ........9,.._............._...5 ................_._. 61 ._._.......... .......0 ,...................._0 No Pavement Rehabilitation 07 T CN ..................._....................................;................... ................... 0! 0: i................... ..............................._.._............................... _...... _...... 't _........................................... 0:. 0 ............................... 0 _...... _.... _:............. 0: _ .................. 0 ............................... u _....... G: _................... .....:......................... 0 0 Total 0 U: 0: 5 ................ .............................................. 5 0: ................................ 0 - u ............,..... ....5 ............. .... ....5._. _ ............... ....�.�... .............. ...'S C ;.................._..................;.................. ADA Barri R v Barrier Removal O6 G PE ...... ............. 112020: .;.__..__....._s...._- ....___. 0: 0 ..._5 ..... ............ ....50:.... ................... ....50 .._.._...... .... .... ;.... ..._.._.. ....50 .... .................... _ '.... .._.......... ...,� ........... .... ....50i.... _ ........_.... ....�.... ............ ....50 00 R31 ADA Transition Plan 12 P P RW .................... :...................;.......................... _.................. _............................................................................................................................................................................................. G 0 0: 0 0 G: ............................... 0: _......._................... 0: U ................... 5,................ ......Q: ........... .........._U Yes Multiple locations 32 T CN € ..............................;.............. ' ......... ........... ........... fl. f......_........._:.._.........._.€.._........_ .... ,........................................ 0 0 fl€ 0: G W Total .......... ............................_. .............. ........_3.i............_...... ➢: 0: 0 .0;. .........................................................:......:..........................................._................................................_................... 50 50 0: 50 0 0 50. ............................... 0 50 C :................._;..............,..._.._..............;_ Small Area Pavin g 05 G PE 112019 _ _ .................. _ ....., ............5........_......... 0 0: ............ 0: 50€ ................ ... 50 ........... 50: .............. 0: .....__.. .. _ Oi .............__. ............ ..... 0 ............. 50 .___....... 0 ............ 50 00 R32 various Locations 06 P P RW .. .................................................. ....................................................................................................................................................................._................................................_................... 0s di 0: 0 0 0: 0: 0 0 0_ .....:......................... 0: 0 No Bridge Approach, Pavement Rehabilitation, 07 T CN :....................:.................._..................;................._........ 612019 i ........... .......... ............ 0; 0 ......... 0 ................. 200 ................ ................ 200 ......... ................. 200 .............. ............ 0 .............. ......_.... G .............. ....0 ........ 200: _ ............... '. .......... 200 Minor Widenin W Total 0: 0 0; 250; 250 250t 0[ 0 250: i 250 C :.................................... Samish Way /Galbraith Lane 06 G PE . . -__. ............................... 0 0: ..._a;.... ...................................................... ....._... ..... .....50.... .............. ....oi..... .....0.... ......... _ .............. ....0 _.. ....50.... ........... _ .............. __.0;.... ..._....... .._50 17 R33 pedestrian Crosswalk 44060 from MP 1.41 to 1.66 12 P .25 p RW ....................:.................._.._.._..._.....,......................._......................._....._...._.......................... _ 0 0? Oi ............................__ G 0 ..._.. .... ........................... 0: 0: 0: 0 0 p G Coordination with the City of Bellingham Parking Lot 32 T CN ................... , .................. ....... ...........,.....................................:....__..................;.........................:.........._ 0' 0 0; 0.. .....,.__._.._.......__..._.... 0 0 .............. O i ............_ _ 0: .............. 0 .............. 0 _ .............. 0 _.._........ 0 Development W Total ..... .................. _ _ ............. _......... _....... _.... _.......................... _. _ ........... 0: 0: ............ 0! ............. ....................... 50: ... _ _...... 501 _............................................. 50 ....................... 0 _ . _ 0 ..................... _............. 0 _ .......... 60:: _ ...................... . _... _.................... 50 Bridge Capital Construction Marine Drive/Little Squalrcum Bridge NO.t PE ................... 1/2019 .......... Oi G 0 ... .............. 20: ..__..... ....... 16 B1 12790 From MP 5.24 to 5.34 10 P 0.10 RW .. i :....... i._....___ 0 i_........_. 0: 0 0 0 0; 0 0: 0 0, O 0 Yes Rehabilitation CN _ _ _ _.... ..... .........._.......o............ _.... Gi ..._..........................r 0; :...... 3: Oi 8 Gi 0: 0; . .......... _._.. Total � Oi 20 20 20 _ .. 0 ....................... _.._._...._.................................. Oi 0 2 0; .........u:......_._.........20 P E...... i........................... Jackson Roadlrerrell Creek/Bridge No. 81 T PE ................... ............................... ': 11/2019 0. ..........;.................... 0. .._fl;.... ......... ....200:.... ................ ....200.... ......... .................. ....1100!100: .............. ............. ....0.... .....a ... ....200 ?._ ......... .............. .....Ot.... .......... ....200 OS 82 211950 From MP 0.00 to MP 0.10 09 P 0.10 C RW 1112020 : :....................:.................._...................................._:................ ..'................... ...................................................................:.. - G Oi .......................:....... a€ .....................:......................................................:...................... 20: 2D € 20i ..:............................ Oi 0 20 G 20 No Replacement W CN 0; ...:....................... 0 ..:........... 0 ............ ................................. ................ 0 ............................... 0 ................... fl 0; 0 Oi ............... U. Total Oi 0 0 ... ..................................................:.........................:........................<.................................................................... 220: 220 100: 120: Gi G 220: .....;......................... Oi 220 T i...................;..................v.................. i..... Mos uito Lake Road /Porter Creek/Bridge No. tot C PE 112021 ............. G .......... 0: .... .......i . ............ a: .. ........ 5; 5 ........ .............. 0: 0; _......................... ............ 5i 0 5 ' .............. G: 5 OS 63 84190 From MP 9.55 to MP 9.65 09 P .010 p RW [ :.............................:... ': G i 0 G Oi 0 0. 0 Oi 0 0 No Replacement CN ....:.......................... ............:......:.......:. : : a : 0 a: a ......... ..� .............. o: G ............. ..: .............. ...: .............. u Total Oi ............. 0; 0 ....................... 5i 5 9i 0; 5: 5 Page 3 Tuesday, September 11, 2018 Agency: Whatcom County County No. 37 Co.Name: Whatcom Co. City No: 0000 MPO /RPO: NON /WCCG Exhibit "A" Six Year Transportation Improvement Program 2019 -2024 Hearing Date: Adoption Date: Resolution No: Page 4 Tuesday, September 11, 2018 PROJECT COSTS IN THOUSANDS OF DOLLARS FEDERALLY FUNDING SOURCE INFORMATION EXPENDITURE SCHEDULE FUNDED FEDERAL FUNDS1 STATEFUNDS PROJECTS ONLY Ci PROJECT IDENTIFICATION z w w z A. PIN /Federal Aid No. z w a t- z N z a V v w B. Bridge Number in w W j �-- z w O O o. r- >< F' y LL w ❑ L) N w a STATE STATE OTHER LOCAL YEAR 1 YEAR 2 YEAR 3 Years 4th TOTAL Grant Local z O w r a w O Y ci 7 C. Project Title > o. O < r w E w- v w = w ¢ O z O ¢ a FUND FUNDS REVENUES FUNDS TOTAL 2019 2020 2021 Thru 6th 2019 -2024 Total Total 25 z y > w f w O = ot O' Z no: D. Street/Road Name or Number rn < w Z N w w > 00 CODE 2019.2024 2019 -2024 z w Z LL a E. Beginning MP or Road - Ending MP or Road p � w O = W w rw- O P F. Describe Work to be Done P i__.. North Lake Samish Road/Bridge No. 707 C PE ..................;.................._.................?......_....._.... 112079:5 0: ............................... € 0: ....0;.... _.._... .....650... ................ ....650.... _...._. ...400:.... ......... ....250..... ..._0 ?.... ........... ............. _ ... ....a .... ._.650:.... .._..... _ .............. ....0.... .......... ....650 08 64 44770 From MP 0.07 to MP 0.77 09 P 0.10 T RW ......... 112019 ............................... Oi _......................................,.....................................................................................................................................................................................,................. 0; G 50 50 50 0: C 0 50 0: 50 Yes Replacement G CN 0; 0 t...............................:.......:...... 0; 0 0 0; ............................... 0 _........................ 0 ;......................... O; 0 Total ..................._..........._..........._.__...._____..__..._ 0; 0; ............................... 0 700: 700 450; 250: 0 700; 0. 700 P t Hannegan Road/Ten Mile Creek Bridge No. 236 T PE .._._.__.._..._.__......_._.._ 112019: .................. 0 ............................... ......_....... �� .....q.... ____.... ....501 ... ..........._...... ....50 ............ .... ....50.... ......_...._ ....�.... ....Q.... .............. .__.._.._ .....a ... ....50.... ........... ._.__..._ _...0.... ............ ....50 07 BS 55110 From MP 6.76 to MP 6.86 09 P 0.10 C RW i ...__......._ _ 0 0 i O i 0 G 0; 0 ........ ........0,..._........_.......J ..... ........................................... Yes Replacement CN i _.. 112019 ..................:......................................................................................_._._._.........__.................,.................................... s 0: 0; C; 200; 200 ......................_........ 200; _........ 0 _............_................................................ 0; 0 _ 200;. ..... ...... ............................... _...... 200 Total G[ G 't 250: 250 250: 0[ 0 0 250; 0 250 Roberts A berts Road/ Anderson Creek/Bridge No. 249 T PE ................... 112019: . .................. .._.._...._....;....._.._."'- C L_____....__[.................. G, .....0 ... .......... ....350:.... ................ ....350 .... ....350;.... .._..... .............. ....0.... ._....._... _ .............. .....0.... ....0 ......... _ ..... ....350:... ............... v: .__.... .....350 09 86 56210 From MP 0.15 to MP 0.25 09 P 0.70 P RW ..................,. '. Ci i Oi 0 G; 0 0 ._..,........... 0,.............. ........U,.._................_u ...._................,;............ ............;.................. ... 0 Yes Replacement CN 112019 . . ................. BR . . . . . . . . . . . . . . . . . . 814; : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . s . . . . . .............. . .......................... 0 : . . . 186; . 1,000 1,000: C[ 0: 0 1,000: 814; 186 512077 Total , 814; . as . . . . . . . . . C': ............. . . . . 536. . . . . . . . . . ............. ...... 1,350 ......... 1,350: 01 0. 0 1,350: 814 536 Massey RoadlSumas River/Bridge No. 291 P PE ..................;.....................................;......................... 112019: i G; ............................... .......t...,... Op ........ 0 _._....t._. 10 .................. _............ 10 ............ .......s.... t0i .......................... .............. _ ........._.. .... ....... .._.0 .... ....i0.... ........... .............. _...L ..... ........... _..10 09 87 65700 From MP 7.30 to MP 1.40 10 P 0.10 T RW :..................._..................;..............................................................................................................:..... 0; 0; Oi Oi G 0: .. 0: 0: 0 �: 0! 0 No Deck Replacement CN :....... 112019: 0; _......................................;................... 0. 0; 100; ....,.......................... 100 700: C: 0 o 700; 0" Total ............. .................. 0; ........................................................................................ 0: 0; 110' ........... ............ _............ 110: 0: C 110: 0: 110 Badger Road/Bertrand Creekl8ridge No. 50 P PE ...................;.........._......_..................;................._...... 112019 G ...........i................... ..._.... .......... .... .... 350: ................. .._ 350 .... ..._ .... ......... 350: ........... .. 0 .... ..0W. ....... ....3_ ' ... .............. .....0 350 07 BB 32780 From MP 4.76 to MP 4.96 09 P 0.20 T RW :................... _........................ 0 0: J...................................................................................................................................................... C 0: 0 0; 0 0; 0 0. 0! 0 Yes Replacement CN 612019 :...................,..................;......................................;.............................................................................. ; BR ............................... 1,255: 0: 0. 1,545; 2,800 ............................... 2,800; ............................... 0; _................. ": ... 0 ......... _ 2,800: ............. ................... 1,255: .................. 1,545 Total 1,255. 0:. 0. 1,895; 3,150 3,150: 0. OE 0 3,150: ........................... 7,255: 1,895 Goshen Road/Anderson Creek/Bridge No. 248 P PE ........... ......_;.................. : 112021 :...................;....................................,.............................................................................................. .................. : Oi ........... .......J........... . ....._........ .......:.... .......s.... i 0[ ......__.. Oi .........i.... 20: .....,............. ............. 20 ........._... ....0,.._ .._...._.... ....0,.... ........... _ .............. ....0...... ....0 .... ....20....0,.... ....._.... ...... .............. ............ ....20 08 B9 56140 From MP 0.56 to MP 0.76 09 P 0.10 T RW 0 i......................_.... ............... ........................................ :.................................................._........................ a............ ;..................... ... ....................._......:.. _........ .....:......................... Yes Rehabilitation and sedimentation control CN :................... ...............................................................................................:........................... _ .......... ........ _ ......... ......... 0; ...._. O[ 0: _ Oi " ......._ 0: O[ ........_ 0[ " ...................._?............:.... J: .... .;......................_ 0: 0 Total 0 0. .......................:....... 0:. 20: 20 0: a' 20' 0 20; 0: 20 Slater Road /Nooksack River Bridge No. 12 g 5 P PE ................._................. 7.2022 [ i..................:....,._......,._.;.,.:.. 0[ ............a................_. 's C.'.._.._......_..__ ............ �i �����.���� 20 ................... ����� 0 ���� ������������ ...._........ Oi .............. ����� "���� 0[ �������'���� ...._.... _ ........... Oi ��20 20 ._........ ���� ������� "� 20: _ ............ °��� ......:.... 0 .._........ ....20 07 810 74760 From MP 5.84 to MP 6.04 10 P 0.20 C RW .................._,............................................. :..................._........................................................ Oi ..._........................... Oi s................................................. ...................: 0; .. .:..........................Z�. 0 0 .....:. ........................................ 0; ....:..__........... 0: ......_........ 0: ........... ..... D L.......,._........`..__................. U ..........._............ 0: .._. 0 No Overheight detection/warring system T CN ... ................. ! i 0 0: .......................... ................. ............................... 0; G . ...................... 0 ... ................._ 0....................... 0,................ ......0,......................0 ............_._.... 0_............ ........_0,......_........___.0 Total ,.................. _............................... 0; ..............................................................................................,.. 0: 0: 20;. 20 0: .......................:...................... Ot ._ ....... ........,................. 0; 20 __...........,................. 20 _......,.._._..._.._..___. 0 20 Martin Road/Anderson art Creek/Bridge No. 250 PE' ................... 112023 5.................. _._......_.......:...,...............:.... 0 ............_i....__........... 0: .....0;.... .............. .....5'.... ..................... ....5 ____._... .... ....0.... .............. ....0'.... .............. _ .............. ....0.... ....5 ............. .... .....5'... _ ............._ .......... .....5 09 Btt 56340 From MP 0.20 to 0.21 09 P 0.01 RW .................... _.................._.........................._............_ 0: ........_.,......_............. _............................. 0; 0; ....:.......................... 0: _.......................... 0 .............,...............:................. Oi 0; ......._....................... 0; ............__.......... C 0; _.................. ....ht_........................ 0. J No Replacement CN ....... ............;.................. _..........................._......_;.........__.........._........___................... ........... . ......................... 0; . ................................ 0 0 . ... . ........... . . . . . . . 0; G Total 0: 0; .... 0: 5 .......................... 5 0: 0: 0: 5 5: 0: ,. 5 Loomis Trail Rd/Bertrand Cr. Trib Bridge No. 497 PE ...................;..................:...._._.....__+.___....____;....._. 112022: i 0[ ...........:................. .. ........... i 0 .............. 0i .,......... 51 ............_._.. ............. 5 _............ ........... 0: .................... t .............. _ ........._... ....0;.... .....5 .............. .... ....5:... .............. .....0:__ ......._.. ... ...5 07 812 26502 From MP 3.84 to 3.94 09 P 0.10 RW .................... ................ : _......................................,...................................................................................................................................................... i 0: i 0; 0 0. 0 0 ............................... 0. _................. 0: ......:........................ 0 0: _ ................ ... ....... 0. ......... ............... 0 No Replacement CN .................. _,............... .:..............:..,.......__._....__..___..___...._..............:........................ _._....._...........___......_ [ 9; ..........._........._........ _.......... ............................... 0: ................................................ 0; _...... 0: .........._....._................_....................,.................. _.............. ............................... 0 _...................... ..................._........... _. ..................._........... _............. ............ ..... _.............................. Total 0: 5: 5 0' ..._........................... _................. 0: ............................... 5 _..........._....... _..........................., L nh R e art Rd/Saar Creek Bridge No. 329 PE ................._ 112023 i__............._......_..........:..... 0[ ............_.................. ................... 0; .....0..,. ......,....... : ... .5.... _._5.... .._.__..._....,.. _ .............. ....0.... ......__.... ....0.... ....._....... _ ........._... ....0.... ....5 _.. ....5.... .............. _ ..........._ .....a `._ .__.......... ...5 09 813 68170 from MP 0.2 to MP 0.3 09 P 0.70 RW . . . . . . . . . . . . . . . . . . . . ............:..__.,.___........._,.._............................._...:................_....................................... _ . . . . . . . . . . . . . . . . . [ . _ . . . . . . . . . . . . . . . . . . . € C € . . . . . . . . . . . . . . . . . . . . . . . . . . ............. . . . . . . . . . . . . . . . . . . . . . . [ 0 . . . . . . . . . . . . . . . . . 01 ............. . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 0 . . . _ ................ 0,...................._ 0_ ..... .......... ....._0.............._.......0 ..................... . 0_..........__. ....._0;....................._J Replacement CN .............:................. 0: 0 ..................:................. Oi .......:....................... _ ........ ............................... 0 0; 0: .............. Total 0: 0 0: 5 5 0: 0: Salakanum WaylAnderson Creek Bridge No. 509 PE :....................................._..................;. 112024: 0; ..................:............ ............... ....0.... .....0:.... .............. .....5' .... .. .. ........ .............5 .............. .... ....0.... .............. _ ....0�.... .............. _ .............. ....a�.... ....5 .... ....5�.... .............. _ ............. ..._J..... ............. .....5 09 81456050 from MP 0.4 to MP 0.5 09 P 0.10 RW ................:... , ................ _ ........................................:...................:.......... 0; _......................................!.................................... ............................... 0; 0: _..... 0.............. 0 _.............................. D _........ _......................... 0 _......................... 0 <........ Oi _ _........ 0 0 ........................ 0; _.. _..... _.. _... ............................... 0: , 0 Replacement CN ....... ............;.................. i ........ ............,...........,...... S 0. ........... 0; .............. ................................................................................... 0: 0. 0 ......................... 0. .......................... 0; _....... 0 . ............... 0......... ........__. 0_................ ......0,......................0 Total Total i _......................................,................... 0:.. ............. 0; ......................................... 0: 5[ ................. .... 5 ...................... .......................... 0. .........................;................. 0. 0 ............................... 5 5; 0: ................. 5 Mosquito Lake Rd/ Hutchinson Creek Tributary 06 P PE ...................;..._..........._;..................;................._....... 112019 i f 0[ ...........1...,............... i 0: ..._0:.... ......... .....250 ;... ........._..... ....250.... .__.... ....150!.... ......... ....'.00.... _............ _ ........................ ....0' ._.........250:... _ .............. .....OL... ........ .._._250 08 515 84190 from MP 3.10 to MP 3.20 07 S 0.10 C RW .................... ... _.................. _......................................,.. ..... ............ ...................... 0; .................. Oi ............................... G: ....._..... 0 ........... ._........ 0 ....................... 0, ................. .....0,......................a _.................... 0_....._..... ..___..a,..........._........_u FishPassage T CN _......_. __............__._.._..._ ................_ _....... _ ......................:......... 0....................;.........._._ ............................... a;............. _.......... _..............._.._...,......_.............................. ...:.._..........__.._ ................__............. ...;...................._... 0 `': 0 0 Total ................_ ..._._....._. 0; .......... a' . ......_......................`. 250; _..............._._fl ................. 150; ..._ 100: _.....__....... 0 ......... 250; ..____.... 0 .......... 250 Page 4 Tuesday, September 11, 2018 Agency: Whatcom County Exhibit "A" Hearing Date: County No. 37 Co.Nanne: Whatcom Co. Six Year Adoption Date: City No: 0000 MPO/RPO: NON/WCCG Transportation Resolution No: Improvement Program 2019-2024 Ferry Capital Construction Replacement of Whatcom Chief & Terminal PE .............. I ........... I ........... 1/2019 : PROJECT COSTS IN THOUSANDS OF DOLLARS 0 FEDERALLY ................. 600 ......... .... 600 ............... 50W 100: ....... . ....................... ____ 0 .............. ............................ 600: 0 ........... 600 FUNDING SOURCE INFORMATION EXPENDITURE SCHEDULE FUNDED F1 Modification 06 P s 0.50 RW .. . ................ ................ FEDERAL FUNDS 1 STATE FUNDS W 0: 0. z._ . ........ '3 PROJECTS ONLY < Li Z :�' o Z L) w, 0 I P: PROJECT IDENTIFICATION A. PIN/Federal Aid No. B. Bridge Number C. Project Title D. Street]Road Nam or Number E. Beginning MP or Road-Ending MP or Road F. Describe Work to be Done Z N O> Z 0 0 Zi - W Ir (n u.1 Z W) 0 (L OTHER REVENUES LOCAL FUNDS TOTAL Z O < 8 Ir E, 0 W L) 0) < X Q. STATE FUND CODE STATE FUNDS YEAR 2019 YEAR 2 2020 YEAR 3 2021 Years 4th Thru 6th TOTAL 2019-2024 Grant Total 2019-2024 Local Total 2019-2024 0 Z Z 0 n w 0 Z 0 1'5W� North Fork Road/Kenny Creek 03 P PE ...... 112019 ........ ........... .......... ............ 0. 0: ......................... a 1: ................... 300;: 300 150. 150. .......... ................... 0 ........... 300. .... .......... 300 900 1,800. 09 B16 89510 from MP 1.0 to 1.10 06 P 0.10 C RW ....... .... 0: ................ ................ 0: .......... ............... ......................... 0 o: ........................ 0' .......... On, 0 ............... ..................... 01 ............. ..... 00 F2 Project 06 Fish Passage 0.10 Y2 RW T CN 0. G: G .......... 0' 0': 0 ............ 0 ............ ............. 0. ............. 0 0' 0, ................ 0 , m .......... 180 Yes CN ................... ...... 712019 ................ ....................... 0 Total 500: ......... ...... 500 Oi .: 6 J 0 ............ 0 .............. 300: ....... 300 ........ .......... 150: 1501 o' ......... 0 .......... 300 0 .............. Ferry Capital Construction Yearly Capital Construction Replacement of Whatcom Chief & Terminal PE .............. I ........... I ........... 1/2019 : ................ ........... 0 0 0. ................. 600 ......... .... 600 ............... 50W 100: ....... . ....................... ____ 0 .............. ............................ 600: 0 ........... 600 300 00 F1 Modification 06 P s 0.50 RW .. . ................ ................ .............. Oq 0: 50. 50 W 0: 0. z._ . ........ '3 ............ 50: . ..... -.1 ............... 50 No New Ferry and Docks 10 CN ................ a ............ ................ 0 .......... 0 1,500. ............ 0 ......... . . ....... 0 0, .................. 0 ...... ................ 750 1'5W� Total ........... .......... ............ 0. ................... .......................... 0. 650 650 ............ 550 100! 0: 0 ......... . 650. .............. ................... 0. 650 900 1,800. 0 1,800 Ferry Terminal Painting and Structural Repair Right of Way Acquisition PE ................ 112019 .................. 0 0' 01 ............................... 150. .................... 15 ISO 0 ............ ..................... 0 0 150 ............ 0 : 150 ..................... 01 0 00 F2 Project 06 S 0.10 Y2 RW ............. . Oi 0. G: 0. 0 ............ .................... ..................... . . .... .................. 0 ...................... ............. 0. ........... 0 .............. 5W No 60 ... . ........................ 18W , m .......... 180 Yes CN ................... ...... 712019 ................ ....................... 0 0 500: ......... ...... 500 .......... .: 6 J -1.1---b- - 0 ' 666- : 0 50**0* .. . . ...... ................. 0 01 .. ..................... 0 0 Total ........ . ....... ......... .. 0. ................... .................... 0 ................................... 0. 65W: 650 Total 0: 0. 650. .... . ..... .... ... .. 650 50 1 ........................ 50: 20� Lummi Island Breakwater Replacement I ........... 180. 0. 180 PE 112019 ................... 0 ........... .......................... 01 150; 'isii:' 0 ISO 00 F3 Terminal Modifications 06 P 0.10 RW '..M.-M.- .. . ........ ......... . . ....... ............................... 0' .................. ............. M.:1.1MM1M, 0: .............................. 0: 0 ...................... az ........................ 0. . ............. 0" 0 ... ...... ................................... 0 0 ............ 180: No 30: 30 30 90 ............... 180i CN . .................. 712019 FBP .................. 1,211: ................... .................. Ot Y3 .......... 389- . ......................... 1,600 1,600 .............................. 0'; 1: ..... ...... 0 O� 1,60 i ............... 1,211 ........... 389 .................... . .. ...... ............ ..... Total ............ 1,211: ................... .......................... 0M ................. 0. ............................... 539 ............................ 1,750 . 1,750:. 0 ... . ........................ 1,750i 1,211 539 ............ : .................... 1,620: ....................... 1,620 Relocation of Gooseberry Terminal 270; 1 9: z 270 810 PE ............ 112019 : - 0 ............. .......................... a 0. ` . ......300.... .. ...... ...................................... 200. 100.. .......... .......... ................. . ...... 300 0' 0 00 F4 1,800 06 P 300 300 RW ................... . ............ 12019 - 0 ....................................................... ..... 1 .......................... ....... 50 50 PE 112019 . . ................ ................. .......... ............ 0: 0 120 120 100 5 CN ... ................. 10 0. Ot 0 0 00 0 ........... 06 s RW .................. . 0. 6. ....... . 0 ....... 0 ..... 0': Total .......... 0 0 .......... 0. 600. 600 " i'iI6 ' ' 13 CN Yearly Capital Construction Page 5 Tuesday, September 11, 2018 Various Bridges Rehabilitation/Replacement PE .......... . ......... 12019 ................ ........... 0 ............ .............. 0. 0. ......................... 300, 300 .......... ........... 5 5 .... ....... 50. 150 300. 0. 300 00 YJ As prioritized 09 s 0.50 RW ........................... 0. 0. z._ 0. 0 . ........ 10 CN 112019 0: 0 1,500. 1,500 ............ ............ ..................... 250, ........................ 250; 250; ...... ................ 750 1'5W� Total 0. 1,800. 1,800 300; 300; 300: 900 1,800. 0 1,800 Right of Way Acquisition PE 0 6,; ............ ..................... 0 .......... 0 .... ............. .................. 0. 0. ..................... 01 0 ........................ ......................... 00 Y2 Various locations s RW .................. .................. 112019 ; .......... ...................... ....................... 0 I ................. 0. ................. .................... 180 180 50: .............. 5W 20:� 60 ... . ........................ 18W , m .......... 180 Yes CN ............. 0' 0: .......... 0. 0 0 .. . . ...... ................. 0 01 .. ..................... 0 0 Total ........... .............. 0. 0. 180. 180 50 1 ........................ 50: 20� .. .......... 60 I ........... 180. 0. 180 01 . Unanticipated Site Improvements 02 PE ................... ............ i WP19 ... ...... ................. ..................................... 0 O'� ............ 180: 180 30: 30 30 90 ............... 180i .......... 00 Y3 As prioritized 03 S RW ........... 0 .................. .................... . .. ...... ............ ..... 04 CN ........... 112019 ...... .... ................ ............ : .................... 1,620: ....................... 1,620 ................. .............. 270; 1 9: z 270 810 1,620 ..... ....... 0 ................ 11�,626 06,12 Total 0 1,800, 1,800 300. 300 300 906 1,800: " - 0 I'm Unanticipated Stormwater Quality Improvements PE 112019 . . ................ ................. .......... ............ 0: 0 120 120 100 5 5. ... ................. 10 1201 .................. 00 Y4 Various locations 06 s RW .................. . 0. 6. ....... . 0 ....... 0 ..... 0': ............. 0 ...... 'a 0: 13 CN .................. 112019 .................. ........................ 0:. 0 ......................... 225:� 225 .... ........... 0' . 4 sz 4 ....... ........................ 135 225� .......... 22 I Total .. .................. s .................. ................... .................... 0. U. 3451 ................... 345 ......._..I........ 100. ... .... .. 50 11S� 50. ......... ................. 145 - 3451 ............... 34 Unanticipated Non-motorized Transportation Improv 06 PE ........ . .................. 112019 ........... ................ 0 0: .._6U!..:. ........... 60 10 10 ............ 10, ................... 30 . ....... ............................... 0: 60 00 Y5 Various locations 12 S RW 0. 0 C, 0' 0 0: 0 G� 0 32 CN 112019 0. .................. 540; ........ ...... ................. ................. 90: ... . ........................ 90': 270 ............................ 540 540 Total ........ . ............ 0. ............. ............ 6. .......... 6001 606 i66:" . ......... lbo' ............ 1'0'0' 300 ................ 600. 0. ........... 600 is Project 06 PE ............... 112021 .................. .................. 0: 0. 200 ...... 200 .................. .......... .................... 501: �66 ........... 0 200 00 LFhOP.rsage Various cations V u 'o 13 P RW : ........... . .. .. 0: .... .......... 0. ....... 0 ............. ........... a 0: 0 CN .................. .................. i 112021 i . ... 0 ............ ..: .......... 0. .............. 0 ....................... ...................... ................... 0 0 Total ................... ........... ....... ..... .......... ................... 0: .................. On ..................... 200: 200 0' 0 50; 150 0:1 2001 Page 5 Tuesday, September 11, 2018 Agency: Whatcom County Exhibit "A" Hearing Date: County No. 37 Co.Name: Whatcom Co. Six Year Adoption Date: City o: 0000 MPO /RPO: NON /WCCG Resolution No: Y Transportation Improvement Program 2019 -2024 Page 6 Tuesday, September 11, 2018 PROJECT COSTS IN THOUSANDS OF DOLLARS FEDERALLY FUNDING SOURCE INFORMATION EXPENDITURE SCHEDULE FUNDED FEDERAL FUNDS1 STATEFUNDS PROJECTS ONLY PROJECT IDENTIFICATION w a z A. PIN /Federal Aid No. z r O w o 2 Q Ir z O O W ? of w Q ct B. Bridge Number E w j z O a > Q w w O 0 STATE Grant Local z I T J w 1 a O w C. Project Title 1 W Q w . E w ~ v F _ rn -' o a a a = STATE OTHER LOCAL FUND TOTAL YEAR 1 YEAR 2 YEAR 3 Years 4th TOTAL Total Total paw r 0 i = L3 o: D. Street/Road Name or Number a O rn ,.. Q w = w M 0 w K s Y FUNDS REVENUES FUNDS CODE 2019 2020 2021 Thru 6th 2019 -2024 2019 2019 z > w w 0= v r Z LL n E. Beginning MP or Road-Ending MP or Road of O z w w m -2024 -2024 z w z a F F. Describe Work to be Done — a s w W a 0 p Swift Creek Transportation Impacts PE ..................._.................._.................. 112019: ................._j............ 0[ ..... ............ D 0 ............................................................:.. 60 ... ... 60 10 .......................:....... 10€ 10 30 60 .... 0;60. .,....... 00 Y7 Various projects related to 12 S RW ............ ..... i ............. 0 0 0; 0 0 ............. ��.,....................- 0,......__.... ._.....,......................fl ......................_................. .....Q,.......................� Sumas Mountain /Swift Creek Slide CN ; 112019 .._._...___.._ ............................... 0; _................................,... ............................... 0 0; ............. ...........................................____._ _................................_....................:.................. 540; 540 90 .......:....._................. 90 _..........._. 90; ............................... 270 _._............_..... 540; ............................... 0; 540 Total :.................-,........_...._.._..._......___........................... 0 0; 0; ..... 600: ....._.......... ....... ... 600 _.........................................._....._..._..............._,................................................___...._...... 100; 100[ too. 300 600: ............................... 0 .. 600 Railroad Crossing Improvements PE ................ _.......__....,..._.......................... 112019 0 ............................... ......_....._.... ............ 0 0; 70. ._............... 70 ........... 50; .... ......... :.... 5; .............. _ 5 ....._.... 10 ........... 70 _ ............... 0': ............ 70 00 Y8 Various locations 12 S RW .................... ....................:..................................... _.................. i _ ..........................:......................... 0; ....................:........ ....................................................................................................................................... i 0; 0; ........................................................ 0; 0 0; .. .............................. us _................. 0; ............................... 0 0_ _................... ............................... 0; 0 07 CN ] V2019 0; ............. . ........... 0; 0; .................. . ............................... 230: 230 150: 15 ..... ......_15' ...................50 ........... ............ 230 .............. ........x...................230 Total ................... 0; . . ......................... . . . . . . . . . . . . . . . 0; 0; . . . . . . . . . . . . . . . . 300; . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 300 . . . . . . . . . . . . . . . . . . . . . . . . . ................ 200: 20 20; 60 300: 300 Page 6 Tuesday, September 11, 2018 EXHIBIT "B" WHATCOM COUNTY 2019 -2032 FOURTEEN -YEAR FERRY CAPITAL PROGRAM Overview This program provides a blueprint for the effective, efficient, and continuing operation of the Whatcom County Ferry System within existing financial constraints. Capital improvements are scheduled based on many years of experience operating and maintaining the system, while complying with applicable regulations. Inevitably, priorities and available funds for the ferry system will change over the fourteen years projected in this program. Therefore, the intention of the program is to be a guide indicating long -range improvements and anticipated revenues and expenditures. Strict adherence is not required. Enacted in 1975, Revised Code of Washington (RCW) 36.54.015 states "The legislative authority of every county operating ferries shall prepare, with the advice and assistance of the county engineer, a fourteen year long range capital improvement plan embracing all major elements of the ferry system. Such plan shall include a listing of each major element of the system showing its estimated current value, its estimated replacement cost, and its amortization period." Table 1: Ferry System Current and Replacement Values — meets applicable requirements, showing the current value, replacement cost, and amortization periods for the vessels and facilities. The current value of the M/V Whatcom Chief is the insured value, the closest approximation of true worth. The facilities' current value is book value; original cost less depreciation plus depreciated improvements. RCW 36.81.121 (1) states "...the legislative authority of each county, after one or more public hearings thereon, shall prepare and adopt a comprehensive transportation program for the ensuing six calendar years .... and for those counties operating ferries shall also include a separate section showing proposed capital expenditures for ferries, docks, and related facilities. Copies of the program shall be filed with the county road administration board and the secretary of transportation not more than thirty days after its adoption by the legislative authority..." Subsection (2) requires expanded information on how a county will spend all its money on the various facets of the transportation program. This RCW Section was enacted in 1961. The capital expenditure portion of Subsection (1) is satisfied by: Table 2: Projected Revenues defines the known and /or anticipated sources of operating and capital project funding for the 14 -Year Plan. Table 3: Projected Expenditures includes all other expenditures on the system that meet Subsection (2) requirements. Operational expenditures are delineated between vessel and non - vessel costs. U.S. Coast Guard regulations currently require the ferries to be dry- docked every two years, however to extend the life, improve reliability and protect our capital investment Whatcom County schedules dry- docking every year for its vessel. The landings are inspected regularly as required by the National Bridge -2- Inspection Standards administered through the Washington State Department of Transportation. The inspection report helps identify and schedule major maintenance and replacement of these facilities. This RCW section also provides the reporting requirement and timing of program submission, as well as establishing the annual update requirement. Additionally, the Federal Highway Administration requires all agencies within a Metropolitan Planning Organization to develop and annually update the long range Transportation Improvement Plans and their Biennial Element. Whatcom County updates this 14 -Year plan each year and incorporates the results into the Six -Year Transportation Improvement Program. Level -of- Service On July 24, 2018 the Whatcom County Council passed resolution #2018 -0026. This resolution established a level of service for the Lummi Island Ferry System. In addition, the resolution enacts an action plan to achieve the recommended improvements including: 1. Vessel A. Balancing capacity against operating costs (fuel, personnel, etc.) to ensure affordable fares over the long run, including needs -based fares, while optimizing vehicle demand, deck space and trip frequency to minimize wait times, the design and construction of a 34 car vessel is added to the 2019 -2024 Six -Year Transportation Improvement Program. The timing of the design and construction shall coincide with the next cycle of funding by the County Road Administration Board. B. The design of the vessel shall accommodate all walk -on passengers during typical peak times, accommodate legal loads of vehicles per Washington State Commercial Vehicle Guide and comply with U.S. Coast Guard safety standards and the Americans with Disabilities Act. C. To approach the goal of a carbon neutral vessel and provide flexibility for future electric conversion and reliability, the design of the vessel shall be a hybrid diesel - electric. 2. Terminals A. Design and construction of the marine structure modifications to the Gooseberry Point terminal and Lummi Island terminal to accommodate the new vessel is added to the 2019 -2024 Six -Year Transportation Improvement Program. The timing of the design and construction shall coincide with the next cycle of funding by the County Road Administration Board and the construction of the new vessel. B. In addition to the modifications to accommodate a new vessel, improvements to the Lummi Island terminal shall include: reconfigure the queuing lanes, install ADA restrooms, and improve bicycle and pedestrian loading by locating the -3- queuing area as close to the vessel as possible to reduce the time required to load onto the ferry. C. Implement remote ferry queue monitoring. D. Implement self- service ticketing. E. Whatcom County will initiate an intergovernmental agreement with the Lummi Nation to confirm the location of the Gooseberry Point Terminal as shown on the 2015 Lummi Nation TIGER grant application. Upon the finalization of the agreement Whatcom County Public Works shall initiate the environmental review and permitting process for the Gooseberry Point terminal relocation. F. Construction of the new Gooseberry Point terminal relocation is to be accomplished prior to the end of the Uplands Lease Agreement with the Lummi Nation (October 2046). The design shall include dual lane loading and improve bicycle and pedestrian loading by locating the queuing area as close to the vessel as possible to reduce the time required to load onto the ferry. G. Whatcom County shall coordinate the Gooseberry Point terminal relocation with the Lummi Nation's permitting, funding and construction of the future Fisherman's Cove Improvements. H. As property becomes available, Whatcom County shall purchase lands adjacent and near the new location of the Gooseberry Point terminal. The property will be utilized for off - street queuing, parking, and passenger amenities. I. All infrastructures shall be designed to accommodate the 100 -year sea level rise prediction by NOAA. 3. Operations A. A Whatcom County ferry district will be created to increase grant opportunities. This district shall be funded by a seasonal surcharge on single cash fares for the capitalization of future vessels. B. The long -term improvements shall be phased overtime to allow for a complete funding portfolio to leverage a variety of funding sources and mechanisms. Minor Maintenance General minor maintenance is continual on the ferry, landings, aprons, approaches, and waiting facilities. The costs and extent of the work is unpredictable, and frequently problems must be repaired immediately upon detection. Routine maintenance such as building painting and roof cleaning is more predictable and scheduled in advance. �.t'! History of the Ferry System The ferry system is the only public transportation link for the majority of Lummi Island residents and vehicles to the mainland at Gooseberry Point. In the'event of an emergency ferry outage or mechanical failure, the County has contracted pedestrian only ferry services while the vessel is being repaired. Following is a brief chronology outlining the history of the Whatcom County Ferry System. GP denotes work occurred at the Gooseberry Point Terminal LI denotes work occurred at the Lummi Island Terminal 1926 Lummi Shore Road from Bellingham was completed and a ferry, the Central, owned by Whatcom County and large enough to hold six small Model -T Fords started making scheduled runs between Lummi Island and Gooseberry Point. 1929 The slightly larger Chief Kwina replaces the Central. 1950 Gooseberry Point terminal built (GP) 1962 The M/V Whatcom Chief begins service 1977 Lummi Island terminal is relocated (LI) 1981 New transfer span and tower superstructure installed (LI) 1982 Approach span trestle refurbished (GP) 1986 Transfer span, tower structures, and marine structures replaced (GP) 1993 South inner and mid -ship timber dolphins replaced /installed (LI) 1999 Emergency South outer dolphin and breakwater repair (LI) 1999 Electrical feeder replacement (GP) 2001 Major maintenance on both terminals including painting, new aprons, electrical work, new hydraulics, tower bolt replacement (LI and GP) 2002 20 -Year Plan Phase 1 Process and report completed 2005 South outer timber dolphin replaced with steel structure (LI) Major Status Report on Ferry System 2006 Emergency bearing seat pedestal replacement (LI) Parking lot improvements (LI) Major corrosion repair to vessel hull Completed design package for a 35 -car replacement vessel Completed design package for urgent electrical /structural terminal repairs First Rate Increase in 5 years 2007 Bridge bearings replaced (LI) Electrical repairs (LI and GP) 2008 Two North timber dolphins replaced with steel doughnut dolphins designed for larger 35 -car ferry boat design (LI) Counterweight sheaves replaced (GP and LI) Rateincrease 2009 Emergency North wingwall replacement (LI) -5- Traffic Gates Installed (LI and GP) Rate adjustment 2010 Emergency South wingwall replacement (LI) 2011 New live load hangers and pins installed (GP) 2013 Steel apron flaps replaced with rubber - coated flaps (LI) Timber wingwalls replaced with steel structures (GP) Terminal remote control system installed, electrical and hydraulic equipment updates (LI) 2014 Terminal remote control system installed (GP) All four timber dolphins replaced with steel structures (GP) 2015 Steel apron flaps replaced with rubber - coated flaps (GP) Emergency temporary repair to outer timber dolphin (LI) Rate adjustment 2017 Electrical system overhaul (GP) M EXHIBIT "B" Table 1 FERRY SYSTEM CURRENT AND REPLACEMENT VALUES - 2018 WV Whatcom Current Statistics Chief LENGTH (ft) 100 BEAM (ft) 44 DISPLACEMENT, FULL LOAD (long tons) 192 YEAR BUILT 1962 CAPACITY -- Passengers 100 CAPACITY Vehicles (AEQ) 16 CURRENT INSURED VALUE - 2018 $890,000 TOTAL CURRENT VALUE - 2018"' 1 Renlaremant Statistirs YEAR 2024 CAPACITY -- Passengers 150 CAPACITY Cars 34 REPLACEMENT VALUE $15,000,000 AL - REPLACEMENT VALUE FACILITIES $890,000 Upland Facilities 1978 SCHEDULED 2024 ESTIMATED $4,000,000 AMORTIZATION REPLACEMENT /M CURRENT BOOK REPLACEMENT LOCATION YEAR BUILT PERIOD ODIFICATION YEAR VALUE (4) COST 2018 $'s Lummi Island Landing Transfer Span and Dock 1987 2027 Transfer Span and Dock $326,000 1982 2022 2040 $195,000 $10,000,000 Dolphins /Wingwall /Breakwater $3,000,000 1978 2018 2024 $1,105,239 $7,000,000 Upland Facilities 1978 2018 2024 $60,000 $4,000,000 Subtotal - Lummi Island Landing $1,360,239 $21,000,000 Gooseberry Point Landing Transfer Span and Dock 1987 2027 2024 -2030 $326,000 $23,500,000 Dolphins /Wingwa1113i 2013, 2014 2053, 2054 2024 -2030 $2,945,405 $3,000,000 Upland Facilities $0 $9,000,000 Subtotal - Gooseberry Point Landing $3,271,405 $35,500,000 TOTAL FACILITIES VALUE $4,631,644 $56,500,000 TOTAL VESSEL & FACILITIES VALUE $5,521,64411 $71,500,000 NOTES: Current Insured Value IZi Per 2018 LOS Alternatives Analysis by KPFF Consulting 13i Replacement requires relocation. A phased approach to relocation will include modifications to existing facilities prior to completion of the new facility. (4) Estimated using a 40 -year life and straight -line depreciation (including depreciated improvements) Table 2 Lummi Island Ferry 14 -Year Capital Program All $ in 000's Revenues 2019 -2025 Category 2019 2020 2021 2022 2023 2024 2025 Punch Card Fares (3) $ 1,297 $ 1,310 $ 1,337 $ 1,363 $ 1,391 $ 1,418 $ 1,447 Cash Fares (4) 324 328 334 341 348 355 362 (Memo 55% of Operating Cost) (1) 1,621 1,638 1,671 1,704 1,738 1,773 1,808 MVFT Deficit Subsidy 275 275 275 275 275 275 275 County Road Fund Operating Subsidy 1,500 1,464 1,768 1,546 1,582 1,619 1,657 Federal Ferry Boat Program Funds 1,250 - 621 600 - - - Total Revenues 4,647 3,377 4,335 4,125 3,595 3,667 3,741 Total Expenditures (2) 6,534 3,503 3,980 3,485 3,565 28,499 6,183 Net Unfunded 1,887 126 (355) (640) (30) 24,831 2,442 Lummi Island Ferry 14 -Year Capital Program All $ in 000's Revenues 2026 -2032 Category 2026 2027 2028 2029 2030 2031 2032 Punch Card Fares $ 1,476 $ 1,505 $ 1,535 $ 1,566 $ 1,597 $ 1,629 $ 1,662 Cash Fares 369 376 384 392 399 407 415 (Memo 55% of Operating Cost) (1) 1,845 1,882 1,919 1,958 1,997 2,037 2,077 MVFT Deficit Subsidy 275 275 275 275 275 275 275 County Road Fund Operating Subsidy 1,697 1,737 1,778 1,820 1,864 1,909 1,954 Federal Ferry Boat Program Funds - - - - - - - Total Revenues 3,817 3,893 3,972 4,053 4,135 4,221 4,307 Total Expenditures (2) 8,271 3,860 3,951 4,045 4,141 27,743 13,343 Net Unfunded 4,454 (34) (21) (8) 6 23,522 9,036 Note 1: After Subtracting the MVFT Deficit Subsidy. Budgeted for 55% fare recovery. Note 2: As Shown On Table 2, including capital expenditures. Note 3: Equal to 80% of Fares Note 4: Equal to 20% of Fares Table 3 Lummi Island Ferry 14 -Year Capital Program All in 000's Table 3 Expenditures 2019 -2032 Page 1 Category 2019 2020 2021 2022 2023 2024 2025 Operating Expenses Vessel Operations Personnel 1,400 1,428 1,457 1,486 1,515 1,546 1,577 Fuel & Operating Supplies 770 793 817 841 867 893 919 Insurance 62 64 66 68 70 72 74 Other Operating Expenses 120 125 130 135 140 146 152 Total Vessel Operations 2,352 2,410 2,469 2,530 2,592 2,656 2,722 Other Operations Administration 440 340 347 354 361 368 375 Parking Lots Lummi Island 10 10 10 11 11 11 11 Gooseberry Pt. 5 5 5 5 5 6 6 Staging Areas Lummi Island 28 29 30 31 32 32 33 Gooseberry Pt. 9 9 10 10 10 10 11 Docks Lummi Island 100 70 71 73 74 76 77 Gooseberry Pt. 390 380 388 395 403 411 420 Ticketing Improvements 500 25 25 26 26 Queue Monitoring 100 2 2 2 2 Total Operating Expenses 3,334 3,253 3,930 3,435 3,515 3,599 3,683 Capital Expenditures Structural Steel Repair and Painting at Both Terminals 650 Lummi Island Breakwater Replacement 1,750 Replacement of Whatcom Chief & Terminal Modifications Design 500 100 Right of Way 50 Boat Construction 14,350 Marine Structures Modifications Construction (both terminals) 9,000 Upland Improvements at Lummi Island 1,500 Structural Repair at existing Gooseberry Point Terminal Relocation of Gooseberry Point Terminal Environmental Review 200 100 Right of Way 50 50 50 50 50 50 50 Design /Permitting 2,500 Terminal Construction Upland Improvements /Parking Expansion Total Capital Program Costs 3,200 250 50 50 50 24,900 2,550 Total Costs 6,534 3,503 3,980 3,485 3,565 28,499 6,233 Lummi Island Ferry 14 -Year Capital Program All in 000's Table 3 Expenditures 2026 -2032 Page 2 Category 2026 2027 2028 2029 2030 2031 2032 Operating Expenses Vessel Operations Personnel 1,608 1,640 1,673 1,707 1,741 1,776 1,811 Fuel & Operating Supplies 947 975 1,005 1,035 1,066 1,098 1,131 Insurance 76 79 81 83 86 88 91 Other Operating Expenses 158 164 171 178 185 190 196 Total Vessel Operations 2,789 2,859 2,929 3,002 3,077 3,152 3,229 Other Operations Administration 383 391 398 406 414 423 431 Parking Lots Lummi Island 11 12 12 12 13 13 13 Gooseberry Pt. 6 6 6 6 7 7 7 Staging Areas Lummi Island 34 35 37 38 39 40 41 Gooseberry Pt. 11 11 12 12 12 18 19 Docks Lummi Island 79 80 82 84 85 87 89 Gooseberry Pt. 428 437 445 454 463 472 482 27 27 28 28 29 29 30 2 2 2 2 2 2 2 Total Operating Expenses 3,771 3,860 3,951 4,045 4,141 4,243 4,343 Capital Expenditures Structural Steel Repair and Painting at Both Terminals Lummi Island Breakwater Replacement Replacement of Whatcom Chief & Terminal Modifications Design Right of Way Boat Construction Marine Structures Modifications Construction (both terminals) Upland Improvements at Lummi Island Structural Repair at existing Gooseberry Point Terminal 4,500 Relocation of Gooseberry Point Terminal Environmental Review Right of Way 50 50 50 50 50 50 50 Design /Permitting Terminal Construction 23,500 Upland Improvements /Parking Expansion 9,000 Total Capital Program Costs 4,550 50 50 50 50 23,550 9,050 Total Costs 8,321 3,910 4,001 4,095 4,191 27,793 13,393 -10-