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HomeMy WebLinkAboutPermit File 202 U Avenue y'S r •('j -- O4i' `\ _ Cityof Anacortes Permit#: BLD-2013-0361 904 6th Street Issue date: 08/27/2013 P.O.Box 547 Anacortes, WA 98221-0547 Expire date: 02/23/2015 •� �?s kV,, (360) 293-1901 Cr 0 7 v.r.N•,�v,.v.• IN Job Address: 202 U AVE Permit Type: Grading Permit ANACORTES WA 98221 Project: APN: P32868 Remarks: Wymans Habitat Mitigation Site Grading Owner: PORT OF ANACORTES Contractor: Address: 100 COMMERCIAL AVE Address: ANACORTES WA 98221-0297 - Phone: (360)299-3134 Phone: License#: General Information: Fees: CUBIC_YARDS 13550 Grading Plan Review Fee 73.75 Grade and Fill 391.00 Total Calculated: 464.75 Deposits/Receipts: 0.00 Total Due: 464.75 7.1 ft. A NI el- CI GJ "Ti I tL' + tit try 0 t�t o •� Ct P•_y •Mt r+ 1°.3 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. ;AI ''a HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR t`"-t NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. t v SIGF ATURE OF N ER OR UTHORIZED AGENT ISSUED BY 1027302-1 0046 09/30/2010 001 6 y. Cityof AnacortesP Fees ;9 99it 00070$$ Permit #: BLD-2010-0388 904 6th Street Issue date: 09/30/2010 '',"4 e P.O.Box 547 Anacortes, WA 98221-0547 Expire date: 03/28/2012 (360) 293-1901 Job Address: 202 U AVE Permit Type: Commercial Repair/Alter Permit ANACORTES WA 98221 Project: APN: P32868 Remarks: Regrade&widen existing boat ramp, intall 4 pile, install fence, remove crance,outrigger, remove 2 wood dolphins. Owner: PORT OF ANACORTES Contractor: Address: PO BOX 297 Address: ANACORTES WA 98221-0297 Phone: Phone: License#: General Information: Fees: Building Valuation 300000 Building Permit Fee 1,682.50 State Building Code Fee 4.50 Plan Review Fee 1,092.98 Total Calculated: 2,779.98 Deposits/Receipts: 0.00 Total Due: 2,779.98 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGNATURE OF NER OR AUTHORIZED AGENT ISSUED BY ` ` � \ | City gf An8CO/t8s l Finance 1027302-1 09/30/2010 BRl TO Thu OeP30.2010 02:43PN TraOG#4U-40 Name: PORT OFANACORTES � Addr: 202 U AVE ANACORTES,@A 98221 46 $2778.98 8000 - Permit Fees * Customer #: 000707 * Permit #: 8LD-2010-0388 l TTBN(8): TOTAL: $2779.88 Check (088848) PAID $2773.00 Check (066950) PAID @U.SO Ask Us about AufOpay. Duplicate ,-r ii -.='. -,,,, .-f.:;,i.--.-7, ,t P---,,-;"--,,, ..;,:4---- ., -„, T .,,,,,r 4,' z,,.. .,,,,----.,-, vp , ,,,. ,E tt, -) SI—.,4:j ''It-, ,e .6sf,". l''' ,,,'' ' ....... ., ,7; 1 1 .,.., i , , r 0 N ' 'S''' ' ' , , ,i 1.,.. , ' - RAT ACT ),,,,,,A C T kl , ,: 'WIN . ... „ .„ s ,, ,., „.; „ „:, .„&;„- A . '-'-?, . •,,,,, ... 1 . WYMAN'S 1.\ 1MP REHABILITATION P i..;T_0TEC T _.„.. -„: Project #MR1114 , . .. , PORT OF ANACORTES WYMAN'S RAMP REHABILITATION PROJECT # MRT-14 SEPTEMBER 20, 2010 SHEET INDEX: Located In a Portion of Sections 18, Township 35 N., Range 2E., W.M. C1.o EXISTING CONDITIONS, DEMOLITION AND EROSION ANACORTES, WASHINGTON SEDIMENTAITION CONTROL PLAN \�-\j 7., ,) r4 C1.01 EROSIcc: LEGEND '•, -�� /l ( C2.0 SITE P2. 1 PROJE GUEMES ISLAND l r�. ;`J- ii. - • 1 � �j C2.1 RAMP PLAN AND PROFILE -14- - EXISTING 1'CONTOUR III C3.0 DETAILS 15- - EXISTING 5'CONTOUR I\Lr11.-sYE Y x EXISTING FENCELINE I` I i `�< - S1.0 STRUCTURAL DETAILS / MES-CHANNEL PROJECT © 'ss ss 0 EXISTING SANITARY SEWER W MANHOLE ` _ —w so so EXISTING STORM DRAIN W/CATCH BASIN G . :' ''''t SITE _� w • EXISTING WATERLINE r •" l' IVSEDRO-WOOLLEY �-"f1G G EXISTING GAS LINE A1ACORTESI ' PADILLA - Ell 51 s;,.s. r * EXISTING UNDERGROUND TELEPHONE LINE ,� r , _� ' _ P P EXISTING UNDERGROUND POWER LINE 1 411 BAY ,T _ _ orP a" EXISTING OVERHEAD POWER > MS NI BURLINGTON J RIGHT OF WAY CENTERLINE c olio: l!F EXISTING DITCHLINE _ ^y ® - � gi �- h-�� O ' EXISTING STORM MANHOLE �� � �� ir' _OUNT VERNON P J `li EXISTING CONDIFEROUS TREE - I \?��^ 0 EXISTING DECIDUOUS TREE 1) I ~1 W e F EXISTING GRAVEL SURFACE `�- NOT TO SCALE v 1— Y, r C U--, , PROPOSED GRAVEL SURFACE G C EXISTING CONCRETE SURFACE �A\ ' — ontacts■ • �A \ S PROJECT Port of Anacortes PROPOSED CONCRETE SURFACE G ��� fi's' SITE Brady Rowe P.O. BOX 297 EXISTING ASPHALT SURFACE x9tlsi o L- I< a PROPOSED ASPHALT SURFACE Y. < a . z Anacortes, A 98221 o I, (360)293-3134 re, ga PROPOSED QUARRY SPALLS m • 0 p PROPOSED SAWCUT sn o so ■ PROPOSED STORM DRAIN W/CATCH BASIN (TYPE I) - r� �. s Civil Engineer 0 ® PROPOSED TYPE II CATCH BASIN ❑0 s, \ o Leonard, Boudinot and Skodje Inc. SS • PROPOSED SANITARY SEWER W/MANHOLE 1zz - •sr _. � Robert Boudinot, PE c C C PROPOSED CUT CATCHLINE _23 . _,.' , Tavis Gann, PE F F PROPOSED FILL CATCHLINE s Q A' r.. PROPOSED DITCHLINE $1 „ ,V 603 South First Street P.O. BOX 1228 0 Y PROPOSED FENCE Y M z9 si o El PROPOSED CATCH BASIN INLET PROTECTION as :. �� Mount Vernon WA 98273 j PET POLYETHYLENE TUBE PIPE o VICINITY MAP (360)336-5751 co o , UTILITY LOCATES ANACORTES, WASHINGTON N CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 �G e0uo NO. DATE BY REVISION l`‘ \\ I rr PORT OF ANACORTES DRAWN: RAH PROJECT NO.:09078 Leonard, Boudinot & Skodje Inc. of WAs� �� 4'' WYMAN'S RAMP REHABILITATION DESIGN: TNG SCALE: - CHECKED: RCB DATE: A PROFESSIONAL ENGINEERS & LAND SURVEYORS ,, 4, 1 PROJECT#:MRT-14 9 20 10 603 South First Street P.O. Box 1228 f 1;.„ /. �, COVER SHEET NO. (3 Mount Vernon, WA 98273 . 15308 Tel 360-336-5751 Fox: 360-336-3981 �FcrsrEa�O�`•�`� \IA ess'ONAL EN3 - G-1 O `,i. 1\1.1/4 c) EL=18.6 0.EL=20 EL_18'7 88 EL= 1 EL=14.4 ,,�;� EL=18.7 EL=18.4 0 15 30 60 �1n1 (�� 09J 83 •: Op 0 I &1 3, I10 6 ( ii=ta.7 SCALE FEETL=18 2 EL=18.3 W-i C1 EL=18.8 EL=126 n NORTH DOLPHINS(TYP) EL=13.1 EL=132 1 E TOP EL='i7.8 L-14.7 i I 0,-1 CONSTRUCTION NOTES: BID ADDITIVE#1 0REMOVE AND DISPOSE OF EXISTING / / DOLPHINS. REMOVE USING VIBRATORY / METHODS. A CONTAINMENT BOOM SHALL BE 7 DEPLOYED AROUND THE PILE REMOVAL AREA TO CONTAIN ANY FLOATING DEBRIS OR I \ POTENTIAL CONTAMINANTS THAT MAY BE I I I RELEASED DURING DOLPHIN REMOVAL IF I - PILINGS ARE UNABLE TO BE COMPLETELY I / REMOVED WITHOUT BREAKING, THE PILE / SHALL BE CUT OFF TWO FEET BELOW THE i 1 `,9 y/ INNER HARBOR LINE 545E0 ON SURFEY 4FN 9809040087 MUD UNE AND THE RESULTING HOLE SHALL -1J. BE FILLED WITH CLEAN SAND. I I END OF EXISTING RAMP / , I APPROX.EL-4.0 I `e ® REMOVE AND DISPOSE OF EXISTING CONCRETE AND RAILS, I - __ -__ , - 3 REMOVE AND DISPOSE OF BOOM CRANE J7�- ExlSTINC RAILS NAPE DETACHED ' i Boots �' O AND APPURTENANCES. CRANE IS %t-- ;;?\ FxaAACONCREIE/NTERANTENrzr / ,r SUPPORTED ON WOOD PILING. THE - _ ' ;/5' ,- - CRANE - ,/ CONDITION OF THE PILING UNDER THE �,,FF,, _ -2---_1-3 - ', CRANE AND WOOD DOCK IS POOR. THE %"W'--r -/0/'1' '-R';•; ' ``--"------ _,___ - go) ,� - F /,-. !!!! PTIIN ALL NOT THE WOOD �� I THE UTMTIINCRANE. _ O® ENT FULL DEPTH } `� 'y' -- -- 14 - ---: a37 - �'�' 5, •X3-AN$LE.IRON .. - __-_ , I '�� _ '4,.1 I __ _ _ ice_=' _ _5 REMOVE ANGLE IRON ''rl, ---- t __ \ \�, •46 rook • ; ` 1 4i� - sve RE 2a9s EXCAVATE ROCK TO t— �- a 740.7\ .F• FjOLE#5 I© ` � /:;0: 8 •.([) , \, 1: i11)-___ i *IsAn _DDITIVE#2 1 ����� 'It IBA OM I ,+.1' INV ' 7OCLEAR AND GRUB. TRIM OR REMOVE 11�'I"I1'�,',IA 1` ELEVATION 9.5 '\1,,E HOLE{4 1 u► ,.,. 't ''^ - I I+ SHRUBS. REMOVE AND DISPOSE OF /�„', I\ ', _ ,'1/ \ i¢4, e•. �Q=°® - 1 '' r9'I t �` �,�. d TREES: 12 CEDAR, 3 PINE 1 FIR. LT p ,� _ THE PORTUGUESE LAUREL HEDGE EAST OF �J I^', �i f400� as Al,'• "''-i'1 '" -•/ ,1••/ ` /°' I ' �' I , THE CEDAR TREES IS TO REMAIN. THE ,'I n, I��I' ' I ,I 11Y217.S5 / HEDGE VEGETATION AND ROOTS SHALL BE I i, = s d- :=frs-M ts.�a '1 11 PROTECTED DURING CONSTRUCTION. MINIMAL !;1:: I',�' a - �� �. TRIMMING NEAR THE POWER LINES IS ro I �� , ,N`\;' - \ I 4 a ��1---- ALLOWED. I �"�`,\ a`o HOLE'13-- �" / i'L'I I ,' ® REMOVE CHAINUNK FENCE ; /,,' t, � '2--,_-_ 'I, o ti _ '_I' ' 9 SAWCUT ASPHALT PAVEMENT, ir, ---- REMOVE AND DISPOSE OF ASPHALT /` -,\ 0'• . ^'1 ry 1' B(1RFT1,� / '_I ;'l l,' 9 2ND TF>4EET 10 REMOVE AND DISPOSE OF CONCRETE - YL �-P;• _ —_ ___ RUBBLE \ ✓ ,,T1:111:1:1(1107; - m - _ - III MQ •An PROTECT STORM DRAIN INLETS SEE ` - 9° -_- I 11_-- M •M ® DETAIL 2/C1.01 -- \,l� �-.II P I ,..":,, 77,./;,...,..-,'//,,,,,,/ . ri 0 12 INSTALL STABIUZED CONSTRUCTION •__ 'o�, I - • ,'( I " ____ o ENTRANCE IF NECESSARY. SEE / `' I— - DETAIL 3/C1.01 - ��II ,�^� ®• _ABANDON_SANI- - - /- ,I o '• , I� SEVER UNE 1.1 - •I; ) - . Si.', -°'1°' -- Ig., -I __ LOCATION a.. ,,- / II' --- a 13 INSTALL 4 FOOT HIGH ORANGE --- 1 \ ©I�1 pa-�'- / I a �,' CONSTRUCTION FENCE. 0 0 _ I II■ I'�- a - C :.•'s OLE#t''I►I e' ABANDONED TI I �SIF/ /, 1/11' '' /c.c- ,, I O 14 INSTALL STRAW WATTLE AS NEEDED a ., I '' � A OUNTE BE ;�'P ,' 3 Ira PROGRESSES. SEE ® I CUTCUC AND CA P . ,"// I .,�l£ aiv_ti w DETAIL 2 C1.D7 , - ` W II CO 1� i IFS AWN SEIYFR _,46" / f / I„ °m.0 15 PAVING OF ALLEY IS CURRENTLY ` - - __ �` , o UNDER CONSTRUCTION. ,t ,I 1 4TIV -200'-OFFSET OHM / rl' �" - 2 Epx' -_ APPROXIMATE LOCATION OF 4'PVC&2•__,�-- 27' T 9' �,_-f,_,.-I•,•'„' /'. Q BORING LOCATION - �, CONSIST.FROM 1992 ENGINEERING PIANO , S( 09 1- SEE GEOENGINEERS JANUARY 29, 2010 - '° �• tttt,, "� Qo AND JULY 1, 2010 REPORTS --- /A ,00 /it) '0 7_I 1 /E6°E25j99 Z / II ,26.56 _-n. Ss'_T �_ _- _./ q' �y �w .• E.. - 0'�!✓ u SS- o UTILITY LOCATES %� 1 ✓ / Tti` �1" 00 CALL 2 DAYS BEFORE YOU DIG 1 .>•�' I 1E-_ LI n i 1-800-424-5555 /11,", °' / /I 11 AP .. r, NO. DATE BY REVISION 0‘: , '°\ I" PORT OF ANACORTES DRAWN: RAH PROJECT NO.:09078 Leonard, Boudinot & Skodje Inc. o80U0 DESIGN: TNG SCALE: 1"=30' <4, �`� '� WYMAN'S RAMP REHABILITATION TAW PROFESSIONAL ENGINEERS & LAND SURVEYORS m F, o- - ' PROJECT#: MRT-14 CHECKED: RCB DATE: 9-20-10 603 South First Street P.O. Box 1228 r P_:_- /;,• r- SHEET NO. CO Mount Vernon, WA 98273 A. 15308 - EXISTING CONDITIONS,DEMOLITION AND Tel: 360-336-5751 Fax: 360-336-3981 n• RFc/sTER �,'�O `'^ ASS/ONAL ENG EROSION SEDIMENTAION CONTROL PLAN Cj I RO C) I.:11 CI WORK IN MARINE WATERS: CITY OF ANACORTES RETRIEVAL STRAP STANDARD OR STANDARD EROSION CONTROL NOTES 1. DURING PROJECT DEMOLITION OR CONSTRUCTION,A CONTAINMENT BOOM AND ABSORBENT PADS SHALL BE PLACED AROUND VANED GRATE 010......e 6. AS CONSTRUCTION PROGRESSES AND AS SEASONAL CONDITIONS DICTATE,THE EROSION THE PERIMETER OF THE WORK AREA TO CAPTURE WOOD DEBRIS AND OTHER MATERIALS RELEASED INTO THE WATERS AS A `'6"' A. Dust and Erosion Control measures and Best Management CONTROL FACIUIIES SHALL BE MAINTAINED AND MAY BE ALTERED AS REQUIRED BY THE RESULT OF CONSTRUCTION ACTIVITIES. ALL ACCUMULATED DEBRIS SHALL BE COLLECTED AND DISPOSED OF UPLAND AT AN GEOTEXTILE FABRIC oa -4111111111111111 g ENGINEER AND CITY OF ANACORTES TO ENSURE ADEQUATE EROSION AND SEDIMENTATION SKIRT Practices shall be implemented as required bythe Cityof Anacortes APPROVED DISPOSAL SITE. P q CONTROL. Public Works Department and shall be maintained as needed 7. ALL PUBLIC AND PRIVATE ROADS MALL BE KEPT CLEAN. TRACKING OF MUD AND DEBRIS 2. THE CONTRACTOR SHALL USE TARPS OR OTHER CONTAINMENT METHOD WHEN CUTTING,DRIWNG,AND CONDUCTING '� �- \ FROM C L S BE USE AREAS MILL NOT L ALLOWED. E MA TER FROM STREETADSWEEPERS REPAIR/MAINTENANCE GTHE OVER WATER IN ORDER TO PREVENT DEBRIS,SAWDUST,CONCRETE RUBBLE,AND OTHER MATERIALS B. A Certified Erosion and Sediment Control Supervisor is required. SHALL ALSO BE USED TO REMOVE SMALL PARTICULATE MATTER FROM PAVED SURFACES. P4^ The ESC Supervisor must have attended and Erosion and SedimentFROM ENTERING WATER. P SWEEPERS SHALL BE MECHANICALLY VACUUM EQUIPPED AND WILL HAVE AN APPROPRIATE � ii 4 Control class within 3-years. Must provide certification card. EXHAUST FILTRATION DEVICE TO PREVENT AIR POLLUTION.COLLECTED DEBRIS SHALL BE DISPOSED OFF-SITE AND SHALL NOT BE SIMPLY DUMPED WITHIN THE PROJECT LIMITS.FAILURE 3. DURING CONSTRUCTION THE CONTRACTOR SHALL HAVE A BOAT AVAILABLE ON SITE AT ALL TIMES TO RETRIEVE DEBRIS C. The Certified Erosion and Sediment Control Supervisor will oversee TO COMPLY WITH THESE CONDITIONS MAY RESULT IN A STOP WORK ORDER BEING ISSUED AND FROM THE WATER. j ENFORCED UNTIL THE CONDITION IS REMEDIED. and be responsible for all erosion control. The facilities shall be SCREEN IS FIBERGLASS -�/ inspected daily and maintained to ensure proper functioning. Written e. THE CONTRACTOR SHALL PREPARE AND FILE WITH THE WASHINGTON STATE DEPARTMENT OF 4. ALL MANMADE DEBRIS THAT HAS BEEN DEPOSITED BELOW THE ORDINARY HIGH WATER UNE WITHIN THE CONSTRUCTION REINFORCED POLYPROPYLENE '' �= records shall be kept of weekly reviews and after every significant ECOLOGY A STORM WATER POLLUTION PREVENTION PLAN. WORK AREA SHALL BE REMOVED AND DISPOSED OF UPLAND SUCH THAT IT DOES NOT ENTER WATERS OF THE STATE. 2.0 MM OPENING N OVERFLOW(TO storm event of the ESC facilities during the wet season (October 1 CONCRETE RUBBLE,METAL DEBRIS,AND OTHER DEBRIS IN THE CONSTRUCTION WORK CORRIDOR THAT HAVE WASHED INTO BYPASS PEAK to April 30). Monthly reviews during the dry season (May 1 to 9. STATE AND FEDERAL REGULATIONS REQUIRE A SPILL CONTROL PLAN (SPCC)FOR SITES THAT MARINE AREAS SHALL BE REMOVED FROM THE PROJECT AREA. > STORM VOLUMES) PRODUCE,PROCESS,STORE,TRANSPORT,OR HANDLE REGULATED MATERIALS.W.S.D.O.T. September 30). Written records shall be turned into the Project REQUIRES THE PRIMARY CONTRACTOR ON ALL CONSTRUCTION SITES TO DEVELOP A SITE 5. EXCAVATION BELOW THE ORDINARY HIGH WATER UNE SHALL BE PERFORMED,WHENEVER PRACTICABLE,DURING LOW TIDE Manager or Inspector on a weekly basis at the weekly scheduled SPECIFIC PLAN. WHEN THE WATER LEVEL IS LOWER THAN THE EXCAVATION AREA. project meetings. 10. STORM DRAIN INLET PROTECTION(BMP C220)SHALL BE INSTALLED ON ALL EXISTING AND D. Erosion and sedimentation control shall be in place per the GENERAL NOTES: PROPOSED CATCH BASINS SUBJECT TO CONTAMINATED SURFACE FLOWS. 6. IF CAST IN PLACE,WET CONCRETE/GROUT SHALL BE PREVENTED FROM ENTERING WATERS OF THE STATE.FORMS FOR ANY approved set of plans prior to any construction start. WITHIN IMPERVIOUS ROADWAY AREAS,A CATCH BASIN INSERT SHALL BE PLACED UNDER CONCRETE/GROUT STRUCTURE SHALL BE CONSTRUCTED TO PREVENT LEACHING OF WET CONCRETE/GROUT. IMPERVIOUS 1. INSERTS SHALL BE CAST UNDER THE GRATES OF TYPE 1 AND MATERIALS SHALL BE PLACED OVER ANY EXPOSED CONCRETE GROUT NOT LINED WITH THE FORMS THAT WILL COME IN TYPE 2 CATCH BASINS. THE GRATES OF EACHFO CATCH BASINT TOIN COLLECT DEBNSTRIE AND TO CONTROL CONTACT WITH STATE WATERS. FORMS AND IMPERVIOUS MATERIALS SHALL REMAIN IN PLACE UNTIL E. All erosion control devices shall be inspected once a day and SEDIMENT-LADEN FLOWS FROM ENTERING THE DOWNSTREAM STORM SYSTEM.AT ALL CATCH CONCRETE/GROUT IS 2. IF INSERTS ARE USED ON THRU-GRATE INLETS,THE modified to meet the surrounding conditions as needed. BASINS AND INLETS FOUND OUTSIDE IMPERVIOUS ROADWAY EMITS SUBJECT TO SEDIMENT CURED CONTRACTOR SHALL ROLL-UP ANY EXCESS FABRIC AGAINST LADEN FLOWS,THE CONTRACTOR SHALL INSTALL A STORM DRAIN INLET PROTECTION CURB AND TIE IT BACK MTH MANUFACTURER PROVIDED CUPS. F. Provide a sign displaying a 24-hour contact number and name of STRUCTURE TO PROTECT ALL DOWNSTREAM CRITICAL AREA AMENITIES. 7. SILT CURTAINS AND CONTAINMENT BOOM OR COFFER DAM SHALL BE INSTALLED AT THE END OF THE RAMP DURING EACH the ESC Supervisor. The letter size shall be a minimum of 2" letters. 11. PREPARATION OF SLOPES SHALL CONFORM TO THE FOLLOWING PHASE OF THE PROJECT THAT REQUIRES IN WATER CONSTRUCTION ACTIVITIES. 3. INSERTS SHALL MEET THE REQUIREMENTS OF SECTON 8-01.3(8) PARAMETERS: OF THE 2010 WSDOT STANDARD SPECIFICATIONS. This shall be in place prior to construction start. FROM OCTOBER I THROUGH APRIL 30,NO SOILS SHALL REMAIN EXPOSED FOR MORE a EXISTING CREOSOTE-TREATED TIMBER PILES TO BE REMOVED,SHALL BE REMOVED BY VIBRATORY EXTRACTION OR CRANE THAN TWO(2)DAYS.FROM MAY 1 TO SEPTEMBER 30,NO SOILS SHALL REMAIN BARGE.IN THE EVENT THESE PILINGS BREAK OFF DURING EXTRACTION,THE REMAINING PILING SHALL BE CUT G. The storm drain system and any temporary ditches shall be EXPOSED AND UNWORKED FOR MORE THAN SEVEN(7)DAYS.THIS CONDITION cleaned daily(Section 7-07.3). All drainage systems shall be cleaned APPLIES TO ALL SOILS,WHETHER AT FINAL GRADE OR NOT. 2 FEET BELOW THE MUD UNE. O CATCH BASIN INSERT DETAIL to the requirements of the City of Anacortes prior to acceptance of 9. PILES,STUBS,DEBRIS,AND ALL ASSOCIATED EXCAVATED SEDIMENTS SHALL BE CONTAINED AND PREVENTED FROM ENTERING 1 SCALE: N.T.S. the project. BARE AREAS ON ALL PREPARED SLOPES THAT ARE SUBJECT TO DIRECT WEATHER FOR USE ON ALL EXISTING AND PROPOSED STORM STRUCTURES EXPOSURE SHALL BE PERMANENTLY SEEDED,MULCHED,OR PROTECTED MTH WATERS OF THE STATE H. Stabilized construction entrances and roads shall be installed at BLANKETS OR MATS AT THE EARLIEST THE NOT EXCEEDING THE TIME FRAMES the beginning of construction and maintained during the duration of DEFINED ABOVE. 10. PILES REMOVED FROM SUBSTRATE: THE PILE SHALL BE MOVED IMMEDIATELY FROM THE WATER INTO THE BARGE OR ONTO the project. Additional measures may be required such as wash pads UPLANDS. THE PILE SHALL NOT BE SHAKEN,HOSED-OFF,LEFT HANGING TO DRIP OR ANY OTHER ACTION INTENDED TO to ensure that all paved areas are kept clean. No mud is allowed to BARE SURFACES SLOPING LESS THAN 2:1 THAT ARE UNDER IMPROVEMENT,NOT CLEAN OR REMOVE ADHERING MATERIAL FROM THE PILE. enter onto City streets. PLANNED FOR IMMEDIATE PERMANENT COVER,BUT ARE SUBJECT TO EROSION SHALL BE TEMPORARILY SEWED,MULCHED,OR NET/PLASTIC-COVERED. ' I. Any soils exposed that will not be disturbed for two (2) days during the wet season or seven (7) days in the dry season shall be IT SHALL BE LEFT TO THE CONTRACTOR'S DISCRETION ON WHICH BEST MANAGEMENT immediately stabilized with the approved ESC methods (seeding, PRACTICE(BMP)IS APPUCABLE. mulching, plastic covering, etc.) BARE AREAS OUTSIDE OF THE ABOVE-LISTED PARAMETERS SHALL BE COORDINATED WITH THE PROJECT ENGINEER AND SHALL CONFORM TO THE EROSION CONTROL CONTRACTOR TO HAVE ENOUGH STRAW WATTLES ON-STE TO INSTALL ACROSS REQUIREMENTS SET BY THE WASHINGTON STATE DEPARTMENT OF ECOLOGY. ' J. Two (2) weeks prior to the beginning of the wet season (October RAMP AT 20-FOOT INTERVALS.STRAW WATTLES DO NOT HAVE TO BE NLLE STAD 1), all disturbed areas shall be reviewed to identify which ones can 12. PLASTIC COVERING(BMP C123)SHALL BE SPECIFICALLY APPLIED TO ALL EXPOSED STOCKPILES UNLESS RAIN IS FORECAST. be seeded in preparation for the winter rains. Disturbed areas shall PLANNED FOR PERIODS OF EXPOSURE EXTENDING BEYOND THE TIME SPECIFIED IN NOTE OF' ' be seeded within one (1) week of the beginning of the wet season. A PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6-MIL AND SHALL MEET THE w sketch map of those areas to be seeded and those areas to remain REQUIREMENTS OF SECTION 9-14.5 OF THE W.S.D.O.T.STANDARD SPECIFICATIONS. COVERINGS SHALL BE TIGHTLY SECURED TO STOCKPILES USING ROPE-SUPPORTED SANDBAGS OR ORES uncovered shall be submitted to the Project Manager. The Project 8s RATITE SECURED e� �, Manager can require seedingin additional areas in order toprotect SET AT A LIALMUM TEN(10)FOOT SPACING. ALL SEAMS SHALL HAVE A TWO-FOOT(2) WITH SAND BAG wit' ,., g qMINIMUM OVERLAP. ALL DAMAGED SHEETING SHALL BE REPLACED IMMEDIATELY. WATTLE,PIT SECTION surface waters, adjacent properties or drainage facilities. x 4-5" 8-01.3(10) 13. IF OFF-SITE STORMWATER ENTERS CONSTRUCTION AREAS,THE CONTRACTOR SHALL INSTALL EXISTING ASPHALT K. Penalties for an Erosion Control violation are subject to a$300 DIVERSION TITLES,CHANNELS,OR DITCHES TO DIRECT WATER AROUND AREAS OF POTENTIAL w�, �r-_ 0i 4 4^ QUARRY to $1000 fine under Chapter 17.66 - Penalties for Violation. Each EROSION INTO VEGETATED AREAS OR AN IN-PLACE STORMWATER COLLECTION SYSTEM. THE ,4,4 , + ,A,2 SPACES day is considered a different violation. CONTRACTOR SHALL MAINTAIN THE POINT OF NATURAL SOURCE DISCHARGE TO THE BEST OF ?1 - HIS/HER ABIUTY. F i, r);�' 3-5" '� }'a?�' 1�Y 14.THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING AND FOLLOWING ALL PROCEDURES AND ,�" 4 a REQUIREMENTS OF THE SWPPP PREPARED FOR THIS PROJECTS NPDES CONSTRUCTION '•,",y. - a, ACTIVITIES PERMIT, L NARROW TRENCHNOTE I . ,' EROSION AND SEDIMENT CONTROL GENERAL NOTES: SEE GENERAL NOTE 1 12"MIN. s 1. EROSION CONTROL METHODS AND MATERIALS SHALL MEET THE REQUIREMENTS OF SECTION THICKNESS o 8-01 OF THE 2010 WSDOT STANDARD SPECIFICATIONS,THE REQUIREMENTS SET FORTH IN IN SAWCUT AREAS ON EXISTING ASPHALT,CONCRETE PROVIDE FULL WIDTH OF 3 VOLUME II OF THE"STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON"BY THE WASHINGTON STATE DEPARTMENT OF ECOLOGY,CURRENT EDITION.THE CONTRACTOR SHALL NON-WOVEN GEOTIXTILE STABILIZATION INGRESS/EGRESS AREA FOLLOWo RECOMMENDATIONS MADE BY SUPPLIERS AND MANUFACTURERS ON ALL MATERIALS AND OR CRUSHED ROCK SURFACE FABRIC,PER TABLE 3,SECTION 9-33.2 EQUIPMENT GENERAL NOTES: of THE zD10 WSDOT STANDARD SPECIFICATIONS 2. TEMPORARY EROSION CONTROL FACILITES SHALL BE INSTALLED PRIOR TO ALL OTHER GENERAL NOTES: CONSTRUCTION. 1. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO SURROUNDING 1. IN SAWCUT AREAS,EXCAVATE A NARROW TRENCHTHE WIDTH OF THE WATTLE ALONG THE ENTIRE ASPHALT EDGE. FACILITIES,THEN ALTERNATIVE MEASURES TO KEEP THE FACILITIES FREE OF SEDIMENT SHALL 3. THIS WORK SHALL CONSIST OF INSTALLING,CLEANING,MAINTAINING,AND REPLACING EROSION PLACE ANY EXCAVATED MATERIAL ON THE UPHILL SIDE TO FURTHER PREVENT WATER FROM PIPING UNDER THE BE USED.THIS MAY INCLUDE STREET SWEEPING OR UPSIZING THE DIMENSIONS OF THE ENTRANCE. 3 AND SEDIMENT CONTROL DEVICES TO PREVENT SILT AND DEBRIS FROM ENTERING ON-AND WATTLE.WHEN PLACED ON EXISTING AEPHALT,THE WATTLE SHALL EXTEND ACROSS THE ANTICIPATED WIDTH OF o OFF-SITE DITCHES,STORM SYSTEMS,AND DESIGNATED CRITICAL AREAS.THESE DEVICES MAY SEDIMENT LADEN FLOWS. 2. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY row INCLUDE,BUT SHALL NOT BE UMIIED TO EROSION CONTROL FABRIC,AND STORM DRAIN INLET SWEEPING.THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABIUZW ON- PROTECTION. 2. IN SAWCUT AREAS,INSTALL THE WATTLE SNUGLY INTO THE TRENCH AND ABUT ENDS TIGHTLY.DO NOT OVERLAP THE SITE.THE PAVEMENT SHALL NOT BE CLEANED BY WASHING,EXCEPT WHEN SWEEPING IS oENDS.WHEN USED ON ASPHALT,THE WATTLE SHALL BE SECURED USING SAND BAGS PLACED TWO BAGS PER WATTLE. INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY.IF IT IS NECESSARY TO WASH o 4. ALL PERMANENT AND TEMPORARY SILTATION CONTROL MEASURES SHALL REMAIN IN-PLACE PAVEMENT,A SMALL SUMP OR POND SHALL BE CONSTRUCTED AND THE SEDIMENT SHALL BE UNTIL THE CONCLUSION OF CONSTRUCTION. BEFORE ACCEPTANCE OF WORK UNDER THIS CONVEYED INTO THE SUMP OR POND. F CONTRACT,THE CONTRACTOR SHALL REPAIR AND RESTORE EROSION AND SEDIMENTATION 3. IN SAWCUT AREAS,INSTALL 3/4"x3/4"xl8"WOODEN STAKES AT THE ENDS OF EACH WATTLE AND AT 4-FOOT CENTERS ALONG THE ENTRE LENGTH OF THE WATTLE.STAKES SHALL BE DRIVEN THROUGH THE MIDDLE OF THE a CONTROL FACILITIES TO THE SATISFACTION OF THE ENGINEER,OWNER,AND CITY OF3. ANY ROCK SPACES THAT ARE LOOSENED OR END UP OUT OF PLACE FROM THE PAD SHALL p WATTLE,LEAVING 2-3 INCHES OF THE STAKES PROTRUDING ABOVE THE WATTLE. INSTALL PILOT HOLES FOR ANACORTES.MAINTENANCE OF ALL EROSION AND SEDIMENTATION CONTROL FACILITIES SHALL BE BE RESET OR REPLACED IMMEDIATELY QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO STAKES,AS NECESSARY,TO ENSURE THE INTEGRITY OF THE PRODUCT. j THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL SITE SOILS HAVE BEEN STABILIZED. LONGER IN ACCORDANCE WITH SPECIFICATIONS. 0 z 5. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO PREVENT SILTY STORMWATER FROM 4. THE CONTRACTOR SHALL INSPECT,MAINTAIN,AND REPAIR THE WATTLES.ESPECIALLY AFTER SIGNIFICANT u.1 EXITING THE SITE.IF SILT LADEN STORMWATER EXITS THE SITE,THE ENGINEER SHALL STOP RAINFALL EVENTS.REPAIR SHALL INCLUDE,BUT SHALL NOT BE LIMITED TO,ENSURING A TIGHT ABUTMENT WITH 4. THE EMITS OF THE ENTIRE ENTRANCE SHALL BE REMOVED IMMEDIATELY PRIOR TO THE WORK ON THE PROJECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO WORK WITH THE THE EXISTING ASPHALT AND REPAIRING ANY AREAS OF SCOURING. GRAVEL ROAD SECTION BENG SET TO FINAL DESIGN GRADE. o PROJECT ENGINEER AND LOCAL JURISDICTION TO COORDINATE FURTHER EROSION CONTROL o MEASURES,NOT SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN,THAT MAY BE o NECESSARY TO CONTROL SITE RUNOFF. O TYPICAL WATTLE DETAIL O STABILIZED CONSTRUCTION ENTRANCE DETAIL 2 SCALE: N.T.S. FOR S DOT BMP C105 SCALE: N.T.S. NO. DATE BY REVISION \�. DRAWN: RAH PROJECT NO.:09078 �c BOU°, ON - Ir�� PORT OF ANACORTES Leonard, Boudinot & Skodje Inc. �� �, �` DESIGN: TNG SCALE: AS NOTED �� - WYMAN'S RAMP REHABILITATION_ \ t CHECKED: RCB DATE: PROFESSIONAL ENGINEERS & LAND SURVEYORS o� PROJECT#: MRT-14 9__, 10 sos SHEET NO. CO 603 South First Street; P.O. Box 1228 1;.•, TESC NOTES Mount Vernon, WA 98273 e' - - - Tel: 360-336-5751 Fax: 360-336-3981 h,9' Fcis.Ea�°,,`�` - ��,01 O \Y� �SSIONAI ENG I. I0:1/4' 0 \.5, /' 4,14 0 10 20 40 SCALE FEET NORTH \. -,' / CONSTRUCTION NOTES: 4" CRUSHED SURFACING / � r/ 7 14 10 CONCRETE PLANKS �2 � , TOP COURSE -6_"_i / �DETAIL SHE ET C3.0 4VO-Atrili� � °?i ______- - _7 ------ ,_ �3 4 .L �o� �ti BID ADDITIVE 2#2F 7' HIGH CHAIN LINK FENCE t � . - - ii SEE DETAIL 2 THIS SHEET 12" GRAVEL BORROW4/4 VIOWNEWVIA•404r-:-.4.441. a 1 ___ Al - INSTALL 24 LF 7'HIGH, CANTILEVERED 4 2 O O �� .4 4i ' 11;2:`' w 0 MLLiY =':�,.:i�-• O - SLIDING GATE, t,o r,p rv< r„r .,oy.JJ, `; ;rr,, ,J; � ---- w=aR , O"� ------ SEE DETAIL 5/C3.0 / jY�ww \TAT V,\,, NATIVE SOIL �� - 8-�� 'O , ° - -__ -"-5✓��.r,A.r,�r ` To „ - -- - - IN LINK FENCE `rr.G`r,�.�Trr>,%x9N,,J`o;�,�y`,\ \```: - END-OECWCREIE RAMP s. :a O ° OC,° a —`� O3 INSTALL 130 LF T HIGH CHA r,`.:Q�:�,c�T'i�1��"r`%%� >y =I__: - ---- STA 2+81.15 - _ WEWE- O 'f° ° -; - -- _ _ -- ---- _ SEE DETAIL 2 THIS SHEET OGRAVEL PARKING SECTION \', •,\s:• --sole,„ gyp -- — 'at ® INSTALL 10 LF T HIGH CHAIN LINK FENCE 3---__ QI , , ° •- wBBO----- -/E-8"PAL- ;-_ SEE DETAIL 2 THIS SHEET 1 SCALE: N.T.S. .� _-`f(TV -_ -_1 ° i 13b7 ._�__,'.,, •,- .� \. yv�. \S\ 13 • I - ' • ° ,° °o `-----_ -............ ---_ _-----/" \ _-_.'/..- O SEE DETAIL INSTALL 2 THIS SHEET CHAIN8 LF 7' HIGH UNK FENCE N -i° \c��y°,��' Hw ' 1�1 _ ° • •, -1 -- 1 �1�` -- _ © SEE DETAIL 2 THIS HB EETAIN UNK FENCE -\`,ssvA, .', + SpSHEET • l ° • ° ° - __ tMr* - - / O INSTALL 67 LF 7'SEE DETAIL 2 THIS HIGH CHAIN UNK FENCE \,. ' _ \�\ _ ___ i-( "� SS K �__ _ - / ® INSTALL 20 LF T HIGH DOUBLE GATE Imo:• - ,1` - ►; Old �,o,III SEE DETAIL 4/C3.0 . -- IN TA GRAVEL PARKING SECTION SEE � � 9 S LL/CHAINUNK FABRIC• - !i��` aO I SHEET DETAIL 1 THIS S EE . pY' ETC ER BAR: OH INSTALL7'HIGHCHAIN UNK FENCE FA I AN 1 20LF BRCS D ELEVATION 9.5 ,w . \ ' ' 10 1 SEE DETAIL 2 THIS SHEET 7' I ° 7 i o, ,m" 0 Q m s t�, as S , POST SCHEDULE: E��SZP ,off,` 11 :,/ f �/SCHEDULE 40 STEEL MTH 3'MIN. '� \ \ a , , ' 2Q:' 96 ,`CAST IN-PLACE PGRTLAND Id .2,� 7 • 9/ I NE 18.35,fila" GALVANIZED COATING. ` - '� - S yTERMINAL POSTS-4"DIA. CEMENT CONCRETE-FILLED -\ -•. .;- / } ,�0 L" -""'� _ - 12 FILL LOW AREA SEE DTAIL 1 THIS SHEET GALE POSTS-6"DIA. POST HOLES. SEE SPECIFICATIONS ,L'- �( r I- ,' FOR SECTION. LINE POSTS-2 3/8"DIA. V �f, V �- TOP RAILS-1 5/8'DIA. ` \',\ �,,; \ ;� I/�'/ ° � Q ; r I- ,, 13 INSTALL MOORING EYE BOLT AND RING, DRILL (' - _ ,1 --� AND EPDXY BOLT TO EXISTING ROCK, SEE ' I '_` /'-'- / DTAIL 3/C3.0 COORDINATE LOCATION WITH GENERAL NOTES: \ ' ll f a 1 •.)T' I Q • v= ,�� ENGINEER. 1.MINIMUM POST LENGTH: 10' ',���'�'. j$- 01 .. , ,,� // 7 , BID ADDITIVE#1 _'' 14 INSTALL MOORING PILING SEE SHEET C2.1 2.CHAINUNK FENCE SHALL CONFORM TO TOOT(2010 STANDARD SPECIFICATIONS _ '. \o I •� a o-' 8-12,9-16.1&9-16.2).CHAINUNK FENCE MATERIAL IS 9 GAGE GALVANIZED. v - --- � � / - ,' - - 16"DIA. X }" WALL STEEL PIPE PILE WITH \', ';�+\,- ll. •l� w / I PLASTIC SLEEVE, BREFER GEOENgNEERS REPORT 3.ALL END POSTS SHALL BE TRUSSED AND BRACED.ALL POSTS AND RAILS i4/� II _ / g�' / _ _ DULY 1,2010. SHALL BE ROUND SCHEDULE 40 STEEL WITH GALVANIZED COATING.ALL �ji ,\'S,',,✓',\ �� - _ POSTS ARE TO BE SET PLUMB INTO THE GROUND SECURED'MTH A MINIMUM - - -- - �4�� -- , -" " — ,1,. - - �' OF 36 INCHES WITH A CLASS 3000 CONCRETE FLED BASE POST SPACING - - _ SHALL BE 10 FEET ON CENTER. ,,,"� • 3 'L '"�—/--M " I`, M-L+5'—M" " "' �, // M ' On . , OTYPICAL CHAINLINK FENCE DETAIL x \ a ! , /_ CONC pq� 9I 1 / SCALE: N.T.S. ' �� • a ° 1 ' (� �s I INCH THICK 8' I ' • ° /c , DIAMETER HOT DIP �I ", - ,. m;$ U n NOTES: GALVANIZED RING %\ 25- r — — — FF 1. SEE SHEET C2.1 FOR RAMP o I PLAN AND PROFILE o I cid IXISTING TOP OF ROCK ,.a II,/ / I __ ABANDON SANJ,TARY a / o o / _ _ CONTRACTOR - ' , -_ -- ------ o ' IZ SEWER UlIE STAGING AND / I _ --- �"o_ VI -- --__, a� V I MVV ORAGE / 01 1 a_ 1 - /��J,'YVi' '. 1 INCH HOT DIP \ !� f�25f I /�'�. ,"- k' GALVANIZED EYE BOLT m --- — _ - ' OR SECUREDDRILLED NTO ROCK AND I TH EPDXY -R o . I a I — —_ /J \ I •._~ aw BONDING AGENT PER - - / - oH° m WSDDT 9-26 _ 1 lq"SANITARY SEWER 6 H F -` o niiiiiiii.'." � a FORCE MAIN / O m'Y 1 Z 1 , i _ L- I — 1 200'OFFSET OW - / a I 7' I a -CpjpO APPROXIMATE LOCATION OF 4"PVC&2" __-- / < ;°. ' a 24•G CONDUIT, FROM 1992 ENGINEFEING PLANS � 1 _ l ° PAMNG OF ALLEY IS CURRENTLY -La A GATE - ------------ - - - .`1,'25-.,° 17. 9 - I ,SSIAH,''RE 3.109 Z UNDER CONSTRUCTION BOP ••.to 0+00.00 POTHOLE SANITARY-SEWER ,- 4 - - - "lf 81°E 29.,l,9 ---�/I �� 4 0 PRIOR-TO PLAONG FENCE POS / O MOORING EYE BOLT AND RING DETAIL i� w, _- w H w. � w I UTILITY LOCATES 0 3 SSMH 'E 26.56 v SCALE: N.T.S. _, _ Ems;;A, 1 _ ,� a, O - --- c �� -I° I / CALL 2 DAYS BEFORE YOU DIG 0 - - �:J 1-800-424-5555 o I I - _ ,� I- - I, 6 / ` NO. DATE BY REVISION \ \ DRAWN: RAH PROJECT NO.:09078 Leonard, Boudinot & Skodje Inc" `gO"O \ !� PORT OF ANACORTES ���°` S" '"' \ J� WYMAN'S RAMP REHABILITATION DESIGN: TNG SCALE: 1"=20' ® - CHECKED: ROB DATE: 9-20-10 PROFESSIONAL ENGINEERS & LAND SURVEYORS o $ PROJECT#: MRT-14 C ,;,• -1- 2,.., SHEET NO. IN oa Vernon,First tree2: P.O.Po Box lzza ( PROPOSED SITE PLAN CO Mount Ve WA 98273 1530e Tel: 360-336-5751 Fax: 360-336-3981 RF°iSrEREO=4` - F,,,,,„ ..EN° , `T, C21 O 0 ELn=18.6 EL=19 7 EL=20.0 a) n 83 EL=14.1 EL=14.4 EL=15.7 W fl H EL=18.4 Ca �L W �� :: ii �FL=a.7 0 15 30 60 L=18.2 EL-18.3 ELF=118.8 t1 n DOLPHINS(TIP) v EL 13.1 EL�--12.6 W SCALE FEET EL=TOP EL=13.2 EL=17g =1a.7 NORTH (lif.) I 112.9' ,, I 7 I \ I I I I I I 9 / I END OF EXISTING RAMP I APPROX.EL-4.0 \\e y I EXISTING RAILS HAVE DETACHED i BOOM • %r]- ''- FRW ll7ICREIE INTERAIOENTLY - 1�` �' // CRANE ___ '2" �,�', BORE ROLE ` - •. _ n 'BORE HOLE ° . --- i- - — / - \ _yy� —jam� P4t }f, -�_ ` -- "' 'ry;.,�--SC. -- i I l 3'' ••''�LE.IRON' .. °, _-_ _=Iasi-=^i _-J'� 304100, / y .�\- i/.4 ° .14 • ° Q„ { l W-NE 18.36 I ,f, _a F- °�;� 4.�61 I1-. .HOLE•i° ' • ' -- 2'vi 11 - /� lE 4"SE 78.J6 ' I'�" /;:= _ _ °;>,. 3i�Sl ss �R Mi 3f I / �4 r� cb I . 6 I b `ji' tl I SSVAwI� & f I ,\ „414 I111 ,',I) f''9 p NFE.�AI,,N \ I I I'`� I` OHMI BEVATIOH 9'5 `80K HOLE,4\1411, . Ili ` '.• _ 4 _ \.-1 / f '"I ,r ‘,',‘,\\ ',1\'', ,1 ‘,.‘ 0,0 ,;1=1,g,2,‘--- i„( �I'j, • s` ', Say ,_ ----- I o —_-- II I e' ii N 1.----- .. .. 't,... :V.,:FIOLE\c '1,117.. ' ___ ____ / I _ 1 P_`I 1 T /II�s CO i FCVPCE MUN / I / CO l o Q Ecowc-}xra--11 -� APPROXIMATE LOCATION OF 4'PVC&2" _o--" - a � �� I _ - CONDUIT,FROM 1992 ENGINEERING"' 5 I �._ I .'m RE � o — — —PROJECT UNITS B o.a000,-" e � a I "/E a E 2sts9 w _-- R-o-w I IJ nrp a LtG'N- zsss, �1� ss ss - - ► ss Z / II SSYY 2656 w - ■�" ss- G C, G UTILITY LOCATES --- Yi ,ti rn CALL 2 DAYS BEFORE YOU DIG / I' ,I lot- 1-800-424-5555 iI,c: . / ;I p _ ,r j \ f l 7rz / 'i sou NO. DATE BY REVISION ��\" '\\ I� PORT OF ANACORTES DRAWN: RAH PROJECT NO.:09078 Leonard, Boudinot & Skodje Inc. �� of was°j, m�A •� WYMAN'S RAMP REHABILITATION DESIGN: TNG SCALE: 1"=30' NoPROFESSIONAL ENGINEERS & LAND SURVEYORS 0 „gi � _ PROJECT#: MRT-14 CHECKED: RCB DATE: 9-15-10 603 South First Street; P.O. Box 1228 AI 1 r .Q, SHEET NO. Mount Vernon, WA 98273 15309 PROJECT PERMIT LIMITS CO Tel: 360-336-5751 Fox: 360-336-3981 \ti, "�EO,51ES9'ae"� N. - C2.01 A o I •r•�SS/ONAL ENO 1 I o o ,I.; 11-� 0 \ \ \ \ i\ \- \ \ \ \ \ \ -\ �/.' /; /%�; NOTE: iCP / ,' A COFFER DAM AND/OR DEBRIS CURTAIN WILL BE oo -- �p Q - aNxu - �a+ ' ' INSTALLED AROUND THE WATERWARD END OF THE RAMP W g " a AREA (DISTURBING NO MORE THAN 2700 SQUARE FEET OF �, /,unucNoww-Aeo1� /�o, •' cRouND,�auir� - , INTERTIDAL HABITAT) TO FACILITATE EXCAVATION, FILL AND ' i I ;I f( ( J INSTALLATION AND PLACEMENT OF CONCRETE IN THE DRY. - ' Gill ARKI G'S ON / 190' / , ; / i' m m Z QUARRY SPACES — j r,n �6 v O S ED TA) C22. ig, 4Z.£l.(6 I\OZfER-WSOOT S CTION $-13.6° > •/iii ; // I ---1 h o �� -.-`--- 7 = -�---�- ,'i 1j Ili. -yl I I I I m / ,�y c ,Y / __---` - �-��,.r/ ' / IS' 20 0N2lNTH.L/- \ , / ° .` i -ill i I Imo,'- 1CA' PI o p 90'^ ° QU 4RRY SPALL W ° r0 , o o- r GRAVEL,PARKING SECTION( I w ° °,\j�° ,w ° °^�, ° ,—,, y SEE'DETAL 1%C2.II, \ i ° m I I _ I, ° ° i� •gym I a �" ' i LI N Off a tit � z r; ��uJJ BID ADDITIVE#1 ;� , PROPOSED MOORING PILINGS 7 ' ' I \ `gCANTso,a m s WITH PLASTIC INCH WALL STEEL REFER IPE N IN R REPORT c C SLEEVE, GEOE G EE S am" z,ti ° _,, ° JULY 1, 2010. — •, a ` ; G G INSTALL PILES USING A VIBRATORY PILE DRIVER. PROOF N E \ , ° ^ , PILES WITH AN IMPACT PILE DRIVER IF NECESSARY. THE TWO SOUTHERN MOST PILES ARE TO BE INSTALLED IN ° . p THE DRY AT LOW TIDE. A BUBBLE CURTAIN SHALL BE I F L - \ I° �; ° �pp OPERATED DURING PROOFING OF THE STEEL PILES. SCALES: 1"=20'HOR 1"=5'VER --__ BID ADDITIVE#1 25 -- __ PROPOSED MOORING PILINGS _ _ — TOP ELEVATION — 18.0 25 1 20 —, 20 15 w ,MID FjN/S/f• \\\ 15 a \\, WI STA=2+28.81 a 0 WI 0.=8.00 m10 s. \ CURVE LEN=0.00 10 o , v 9.,i 9F11NBk— o ,- N _ m \ \4'��g/ VPI STA=2+81.15 M '1 w 5 -- - - " fiaei,t, CURVE LEN 0.00 , d 5 W d 0 g �, S 0.0' MLLW 0 0 o a -5 Ii -5 a id -10 5 -10 0 % o w a b r is \� \/m z\/ \./ N -15e. N ry N N r- `2 r N N ui ______] -15 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 60 NO, DATE BY REVISION ���, ' " I'� PORT OF ANACORTES DRAWN: RAH PROJECT NO.:09078 Leonard, Boudinot & Skodje Inc. ���8 C40 DESIGN: TNG SCALE: 1"=20' 4/ AP s- - r WYMAN'S RAMP REHABILITATION TAW PROFESSIONAL ENGINEERS et LAND SURVEYORS :�^'�� - \ '� CHECKED: RCB DATE: 9-20-10 ($ � PROJECT#:MRT-14 603 South First Street: P.O. Box 1228 }-= .l 111 SHEET NO. co Mount Vernon, WA 98273 n_ 15303 ,` PROPOSED RAMP REHABILITATION Tel: 360-336-5751 Fax: 360-336-3981 \1 so'%,.,ERGO s�" PLAN AND PROFILE Cj/�'. �/ ` ASS/ONAL ENG 'e./11.. I4i1 0 r SLOPE=5:1 STA 0+48.28 TO STA 1+25.0 SLOPE=101 STA 0+48.28 TO STA 1+25.0 CHAMFER SLOPE=3:1 STA 1+25.0 TO STA 1+75.0 •. . SLOPE=5:1 STA 1+25.0 TO STA 1+40.0° CHAMFER 45'X 1" SLOPE=2:1 STA 1+75 TO END , . SLOPE=2:1 STA 1+40.0 TO END . , " RAMP CONCRETE SURFACE WILL PERMEABLE BALAST PER BE SCORED TO A PERMEABLE BALAST PER GUTTEt_13 9-03.9(2).6 WSDOT SPEC DEPTH OF 3/4'' 9-03.9(2).6 WSDOT SPEC '--- 1\ 45'X 1" GRoRoAvEKsEDINFIINI881.SHDI WRERICTION . , BROOM FINISH 5' 1 VARIES 1......4 18 VARIES _ I • • . • 3 __ _ • . , • . . , , ' . • . . . ' , . ' , -, , \e.., ,.Y_,c/yr/ : ,_ ( , , \.„2 (.., -/-Y__ 5" _- , ' ,.• . ,---Ts*,--i-V-Cr(-V-OV310,----)Vy- ,---76,-Tk,"I-\ -1-6,---1\t`y Tit, V----,/1-,71''',2if-.,f c--",'rc-V71- ,'IC'',"'I l-Y-71/,'-i I ',,'r I .it VT', '.,t Y71\'Il -..";, •'it tYlt''','i I"'Ft VI I ,"-/T. "/I /it ,ft`.r‘ ,iA i_ 5"CRUSHED SURFACING BASE COURSE WEST 8"CRUSHED SURFACING BASE EAST (CSBS)PER 9-03.9(3) WSDOT SPEC COURSE PER 9-03.9(3)WSDOT WOOVEN GEOTEXTILE CONFORMING TO WSDOT COMPACT SUBGRADE TO 95%OF MAXIMUM SPEC SECTION 9-33.2(1)TABLE 3/SEPARAT1ON DRY DENSITY BASED ON ASTM D 1557 TYPICAL SECTION STA 0.+48..28 TO 2+26.22 CONCRETE RAMP I I . • CHAMFER CHAMFER - • ' - . EAST . - WEST 45 X 1" , . • . • AMP SURFACE • 1' • ......''',„,,,....„.....,,,,,,,,,..,,,,„,2 GROOVE 2/C4.0 GUTTER 2 " : -11 BROOM FINISH 11-- 5 GALVANIZED SHACKLE . rie 1 • , „ , , .,, . RADIUS GROOVE WILL RUN 10" - . , , . • . T CONCRETE PLANK SHALL BE ' IH OF EAST , / CLOSED 3/42' HOT DIP , GALVANIZED EYE BOLT WITH 11E11 , THE VERTICAL HEIGHT • OF THE SLAB (10") -271---.2-TC-yi-r---;:c71-'•••;Ti••,-17-\-,,,ft--,Ti-v7t--VTV---t-'7-1-V7 i-'T---'7 C^-"IT--', \-8"CRUSHED SURFACING BASE NUT EMBEDDED AT END ' -7-cg. --.- 1-..--10 COURSE PER 9-03.9(3)WSDOT WEST REINFORCED WITH PRECU , -/ EPDXY COATED REBAR. SEE DETAIL 1/S1.0 SPEC 4" DIAMETER PVC SLEEVE WILL BE PLACED ...-...9.-....- COMPACT SUBGRADE TO 95%OF MAXIMUM WOOVEN GEOTEXIILE CONFORMING TO WSDOT IN EVERY THIRD PLANK. 2" ANCHOR ' ' DRY DENSITY BASED ON ASTM D 1557 SECTION 9-33.20) TABLE 3/SEPARATION LINK DETAIL 2 ON THIS SHEET RODS WILL THEN BE PLACED THROUGH '•• AND DETAIL 1/S1.0 THE SLEEVES TO ANCHOR THE RAMP. TYPICAL SECTION STA 2+26.22 TO 2+81.15 NOTE: LONG SCHEDULE 80 STAINLESS STEEL PIPE. ANCHOR RODS SHALL BE 3 FEET . SEE DETAIL 2/S1.0 FOR STRUCTURAL DETAILS . NOTE: INSTALL TOP OF PIPE 2" BELLOW TOP OF PLANK. c) CONCRETE RAMP TYPICAL SECTION NOTE: SEE DETAIL 1/S1.0 FOR STRUCTURAL DETAILS FILL SLEEVE WITH APPROVED QUICK SET CEMENT GROUT. SEE SHEET DETAIL 1/S1.0 FOR STRUCTURAL DETAILS SCALE: N.T.S. c) CONCRETE PLANK RAMP DETAIL 0 LINK DETAIL DETAIL GATE POSTS 6"0.D.(M.) SCALE: N.T.S. SCALE: N.T.S. TRACK 0 d4 0 /- UNE POS1S-2 3./f'DIA. 1 \_GATE TOP RAILS-1 5/8 DIA. 24.0' •.= 11.0' 5 HOG RINGS-SPACED I. 24 - 0" OR 20 - O - 10 - 0”(TSP.) r- .. 63 PULL POST @ 24'MAX(TYP) GATE POST(TSP.)-3 1/2' TIE WIRES(TYP)- SEE DETAIL 2/C2 0 PULL POST 35.0' 0 DIAM.(NOM.,SCH.40) \i AS:ACED @ 14"MAX TOP HINGE-100; r 1 a TENSION CABLE -\ _ SWING(TYP TENSION WIRE -TENSION CABLE PLAN VIEW c., \ \ ..,:,,,..Z.V.j,.V.444..;.:.,, .4 4....4.,4........I.4.,.__ 0 , , "t- 1. * 44111111111110.*'Illt 11.0' CANTILEVER 4.- c4 41, a 'a, TRUSS ROD I 1 04 2;4 TENSION WIRE + ''`,,, --e. 1 24.0' FABRIC BAND(TYP) - '''' -- 4! • ''' ' -- ', 1: lc r ,- ER MANUFACTURERS REQUIREMENTS(DP.) LI: TENSiON TENSION Nit,, 4'4-4' CABLES , ' GATE POSTS 6'0.D.(TYP.)Ai: TO OPEN 0 STRETCHER BAR( ) tot ,.. .40011111110140404fr, - I , eillaloh.- VI--r• 4411100,.. .4.4),_j .40001111110404. ,...:,lif . , - - •- - -. .11- ..4,-- , . . ,s-....t...7..-:•. _ .. .:;.,....--,,,t, EY-_-4,:-,r--,..-4_,.4..,..-.:-..2 76,14.0.640..--.-40.610..........-11_--4***40.4164Min ; `..%,: 2 BOTTOM TENSIONVVIRE N . ,,,V V NT/V"V V`,/yff‘f V vf V vf FT'4, .1,7 V W VO.W V W V W V W,. V W/V W V,.' - .' co (TYP)(NOT REWIRED FOR N CHAIN LINK FENCE TYPE 4) 11 :I I .. MATCH FENCE I ^0 BOTTOM HINGE- -.II. / ,,: , 7' 0 .. SELVAGE(TV.) ••.. - 180^SWING(TYP) •'''. ' c. J fr; HOG RINGS-SPACED I I. . 0 1 l' CHAIN LINK FENCE FABRIC I V - / I, •^4. IL @ < -- - I- 3'-0'-CHAIN LINK FENCE 1.12 ROUND(TYP) a. v:'-.• ,,<, iu o 1 1 ELEVATION r I I' .I Cy„..--ONCRETE FOOTING(TP.) 1111 I'Lj 1 I Li co cn I I I I I I 0 DOUBLE GATE DETAIL 0 CANTILEVERED SLIDING GATE DETAIL 0 SCALE: N.T.S. SCALE: N T S % NO. DATE BY REVISION 1\ \ 1 PORT OF ANAC;ORTES DRAWN: RAH PROJECT NO.:09078 --:'- --. ,Leonard Boudinot & Skodje Inc. ,G.BOUD 1/4.7, - rr DESIGN: TN G SCALE AS NOTED __ ,... 4.,. e,,,,,A,,,,,,, WYMAN'S RAMP REHABILITATION <04. TAM PROFESSIONAL ENGINEERS et LAND SURVEYORS ., .... j ...... PROJECT#: MRT-14 CHECKED: RC B DATE 9-20-10 . 100 603 South First Street; P.O. Box 1228 f% ),. r Z..7, -1 ,/ - SHEET NO. op Mount Vernon, WA 98273 , k 1.08 ,,_ , DETAILS N.Tel 360-336-5751 Fox: 360-336-3981 . ,s 1.0"I clA ' e ''',9,0N,,,..RAW - C3.0 o is,. 19-7-k, o }"HOT DIP GALV. APPROVED HOT DIP CLOSED EYE WITH NUT 1"ARMOR SIDES, GAPS AND ENDS AS SHOWN. GALV.CLOSED SHACKLE WITH PERMEABLE BALAST PER I�4 9-03.9(2).6 WSDOT SPEC PLACE CRUSHED SURFACING GROOVES PER 1/C3.0 BASE COURSE BETWEEN PLANKS 3r —rI 2}"OLE.' ALL AROUND } 1--.--VARIES--.--11" — _�_�� 4 BAR®20"O.C. 10" '._.___ 1 " EACH WAY -,1- L iiilliM,' I iii Erik , BED ON LEVEL 2#4 BAR AT JOINT FORMED KEY WAY GRAVEL BASE EACH SIDE CENTERED IN SLAB 3 k"CLEAR a' MILREINFORCING INTERRUPTED ,p o BOTTOM3. W' 5#6 BAR TOP AND BON CENTER TE® 11WIM I _, , ' -% -18" #4 BAR®24"0.C. CLOSED ! TYPICAL CONSTRUCTION JOINT (100' 0. C. MAX) -1 ' -'-'-- -i- " ,- ii;- ' - -` ( PRECAST PLANK NOTES: SAWCUT JOINT WITHIN !.1. ''!i-i'',--1,l _�:=''`-I i' 1f_ . ' 1. F'c=5000 PSI WITH 2GAL/YD WR GRACE DCI ADMIXTURE 2 i" 12 HOURS OF FINISHING #6 BAR 2. APPLY HEAVY BROOM AND FINISH GROOVES PER 1/C3.0 ON TOP OF PLANKS " , 4 3. EPDXY COAT ALL REBAR OPRECAST CONCRETE PLANK DETAIL TYPICAL CONTROL JOINT (20' 0. C. MAXI SCALE: N.T.S. RAMP SIDE AND END DETAIL STA 2+28.22 TO 2+81.15 /--......_____t7' t). ' TYPICAL TRACTION GROOVE STA 2+28.22 TO 2+81.15 VARIES #4 BAR 0 20"0.C. , _—\ , EACH WAY QUARRY SPALLS PER 9-13.6 WSDOT SPEC. 3}„CLEAR \ '',.-- I' O O - 1- ---II / a , 0 't 1 a _ , -, i i —. it . : � ,- I III III aa �1 T-1 n 7 y I , :!i/ t I T- `rf ` I__I r -f 1',I 6r_ ! ( ,, / t __- - �- II I " J . I II �'{ _II 1 11 III 1�—I v�1 1 I FABRIC R INF R M E 0 CE ENT #. N I. O NOTES: SUBGRADE PER GEOTECH U h DA' Nt. 1. CONCRETE PAVING MIX PER WSDOT STANDARD SPECIFICATION o -A" S�R pa SECTION 5-05 WITH 2GAL/YD WR GRACE DCI ADMIXTURE 15 o "4 PaF 2. INCREASE CEMENT OR PROVIDE ADMIXTURE FOR ANTICPATED z4. /O 37388 ,0w SET TIME WINDOW sI rn ONAL �1yb 3. EPDXY COAT ALL REBAR UTILITY LOCATES CALL 2 DAYS BEFORE YOU DIG 0 9/14/10 O 1-800-424-5555 0 RAMP PAVEMENT DETAIL 2 SCALE: N.T.S. ki n g w o r k s NO. DATE BY REVISION C PORT OF ANACORTES DRAWN: RAH PROJECT NO.:09078 _ WYMAN'S RAMP REHABILITATION DESIGN: EKING SCALE: AS NOTED CONSULTING ENGINEERS, PLLC PROJECT#: MRT-14 CHECKED: RCB DATE 4/19/10 2000 BEWNGHAMNWA 9822s01 /' \` .` STRUCTURAL DETAILS SHEET NO. 03 360-714-8260 S 1.0 0 Geotechnical Engineering Services Wyman's Ramp Improvements Anacortes,Washington for Port of Anacortes January 29, 2010 GEOENGINEERS 600 Stewart Street - Suite 1700 Seattle,Washington 98101 206.728-2732 • GEOENGINEERS 600 Stewart Street-Suite 1700 Seattle,Washington 98101 206.728-2732 January 29,2010 Port of Anacortes PO Box 297 Anacortes,Washington 98221 Attention:Bob Elsner Subject: Geotechnical Engineering Services Wyman's Ramp Improvements Anacortes,Washington File No. 5147-018-00 We are pleased to submit our report, "Geotechnical Engineering Services, Wyman's Ramp Improvements, Anacortes, Washington." Our geotechnical services were completed in general accordance with Task Order 50-09 pursuant to the Contract for Professional Services #72-00-07 dated June 7, 2007 between the Port of Anacortes and GeoEngineers. Our services were authorized by Robert Elsner on November 19, 2009. Preliminary information was discussed with the design team as the information became available. We appreciate the opportunity to provide geotechnical engineering services on this project. Please call if you have any questions regarding this report. Sincerely, GeoEngineers, Inc. rzo , PhD Principal AKM:JRG:ims https://projects.geoengineers.com/sites/0514701900/Final/Report Cc: Leonard, Boudinot&Skodje, Inc. P.O. Box 1228 Mount Vernon,WA 98273 Attn: Bob Boudinot, PE. Geotechnical Engineering Services Wyman's Ramp Improvements Anacortes, Washington File No.05147-019-00 January 29,2010 Prepared for: Port of Anacortes PO Box 297 Anacortes,Washington 98221 Attention: Bob Elsner Prepared by: GeoEngineers, Inc. 600 Stewart Street- Suite 1700 Seattle,Washington 98101 206.728-2732 ON K. MeCt. � M / \ dor ss10NALS'- Aaron K. McCain, PE J. -ob,rt ordon, PE Senior Geotechnical Engineer P in'ipal AKM:JRG:ims https://projects.geoengineers.com/sites/0514701900/Fina I/Report Disclaimer:Any electronic form,facsimile or hard copy of the original document(email,text,table,andjor figure),if provided,and any attachments are only a copy of the original document.The original document is stored by GeoEngineers,Inc.and will serve as the official document of record. GEOENGINEERSIdi Table of Contents SURFACE CONDITIONS 1 Geology 2 Subsurface Explorations 2 Subsurface Conditions 2 Soil Conditions 2 Groundwater Conditions 3 Chemical Analytical Results 3 CONCLUSIONS AND RECOMMENDATIONS 3 General 3 Seismicity 4 General 4 Fault Hazards 4 Liquefaction Potential 4 Pavement Considerations 5 General 5 Pavement Design Considerations 5 Earthwork 5 General 5 Subgrade Preparation 6 Excavation Considerations 6 Permanent Slopes 7 Structural Fill 7 LIMITATIONS 8 LIST OF FIGURES Figure 1.Vicinity Map Figure 2.Site and Exploration Plan APPENDICES Appendix A. Field Methods Figure A-1- Key to Exploration Logs Figure A-2 - Log of Explorations Appendix B.Chemical Analytical Data Appendix C. Report Limitations and Guidelines for Use GEOENGINEERS January29,2010 ; page i File No.05147-019-00 Wyman's Ramp Improvements Anacortes,Washington INTRODUCTION This report presents the results of our geotechnical engineering services related to the proposed improvements to Wyman's ramp located northeast of the intersection of T Avenue and 3rd Street in Anacortes,Washington. The project location is shown in the Vicinity Map, Figure 1. The ramp is currently used to load and unload boats with materials for the San Juan Islands that cannot be transported on the Washington State Ferries. The ramp improvements will include removal of the existing Portland cement concrete (PCC), regrading of the top of the ramp, and construction of a new PCC ramp. It is not currently known if the steel rails will be replaced. It is our understanding that the final grade of the ramp will be lowered and permanent cut slopes will be used to transition along the side of the ramp between the existing and proposed grades. The cut for the ramp will begin to taper at approximately Elevation 8 feet and gradually grow up to a maximum of 2.5 feet at about Elevation 18 feet before tapering back to existing grade at about Elevation 25 feet. No significant grade changes are proposed below Elevation 8 feet. (Elevations used in this report are based on MLLW.) We anticipate the new PCC pavement slab (designed by others)will be approximately 4 to 6 inches thick. It is not certain at this point if the ramp below the ordinary high water mark will be designed and constructed in a manner similar to the portion above the water line or if pre-cast platforms will be anchored and sunk below the water surface. The purpose of our geotechnical engineering services was to explore subsurface conditions at the site as a basis for developing geotechnical recommendations for the design and construction of the proposed ramp improvements. The scope of our services for the project included completing five borings, completing laboratory testing on samples obtained from the explorations, performing analyses and preparing this report. Our specific scope of services is described in our task order 50-09 for the project dated October 28,2009. SITE CONDITIONS Surface Conditions The project site is located along the boundary between an industrial area and residential area near the waterfront in Anacortes, Washington. The site is bordered by Padilla Bay to the north, the former Wyman's Facility to the east, a gravel surfaced parking lot and road to the south, and the Randy's Pier 61 restaurant to the west. Existing site conditions are shown in the Site and \\ Exploration Plan, Figure 2. The site consists of an existing PCC pavement ramp with embedded steel rails leading down to the water. The ramp's PCC surface extends up about 100 feet from the ordinary high water mark to approximately Elevation 20 feet. The PCC pavement surface is heavily fractured and missing in some locations. Above Elevation 20 feet, only the rails are embedded in PCC and the space between the rails is filled with crushed rock. The current grade of the ramp is at approximately 12 percent with a total drop from Elevation 25 feet down to approximately Elevation -5 feet. A bedrock outcrop is present at the shoreline to the west of the ramp. An existing dock is located at Wyman's Facility to the east. The building at the dock appears to currently be used for storage. A connex box containing oil spill response equipment is located west of the existing building. GEOENGINEERS� January29,2010 Page 1 File No 05147-019-00 Geology Our interpretation of the geologic/hydrogeologic conditions at the site vicinity is based on a review of the "Geologic Map of Bellingham 1:100,000 Quadrangle, Washington," by Thomas J. Lappen (2000). The geologic soil deposits are the result of both glacial and nonglacial processes that have occurred during the last 12,000 years. The site is mapped as artificial fill. The area west of the site is mapped as Recessional Marine (glaciomarine) Drift from the Everson interstade of the Fraser glaciation. Sea level fluctuated significantly relative to the land surface and present-day sea level, in response to the glacial advance and retreat (melting). Glaciomarine drift typically consists of unsorted, unstratified silt and clay with varying amounts of sand,gravel,cobbles and occasional boulders. Glaciomarine drift is derived from sediment melted out of floating glacial ice that was deposited on the sea floor during periods of glacial retreat, while the land surface was depressed 500 to 600 feet from previous glaciations. This material locally contains shells and wood, and large erratics (boulders) can be present sporadically or even in a cluster. The upper 5 to 15 feet of the glaciomarine drift unit in upland areas or overlying very dense glacial till is typically stiff. This is generally attributed to desiccation, although some consolidation from ice-contact loading may have occurred. The stiff layer possesses relatively high shear strength and low compressibility characteristics. The lower layer is generally medium stiff to soft and has low shear strength and high compressibility characteristics. Bedrock is mapped at the ground surface east of the site. The bedrock is mapped as part of the Lummi Formation which consists of marine metasedimentary rock. The Lummi Formation is metamorphosed pebble conglomerate, sandstone, and/or mudstone. The formation was deposited during the early Cretaceous to late Jurassic age(140 to 150 Million years b.p.). Subsurface Explorations Subsurface soil and groundwater conditions were evaluated by completing five geotechnical borings at the site. The borings extended to depths varying from 2.5 to 15.5 feet below the ground surface (bgs). The borings were completed with a drill rig subcontracted to GeoEngineers on December 4, 2009. The approximate locations of the explorations are shown in Figure 2. Details of the field exploration program, laboratory testing and the exploration logs are presented in Appendix A. Subsurface Conditions Soil Conditions The soil conditions at the site generally consisted of fill overlying glaciomarine drift and/or bedrock. The surficial conditions were variable: approximately 5 to 6 inches of PCC was encountered at borings B-3 and B-5;approximately 5 to 12 inches of crushed rock was encountered at borings B-1 and B-2; and the fill was encountered at the surface at B-4. It does not appear that crushed rock or gravel base was placed beneath the PCC. The fill unit encountered below the PCC pavement or crushed rock and at the ground surface at boring B-4 primarily consisted of medium dense fine to coarse sand with gravel and varying silt content. The fill extended to depths varying from 2 to 4.5 feet bgs at the boring locations. Very Page 2 Wyman's Ramp Improvements Anacortes,Washington stiff clay with occasional gravel was encountered underlying the fill in borings B-2, B-3, and B-5. We interpret this soil to be representative of glaciomarine drift. Dense silty sand was encountered underlying the fill in B-1. The dense sand also be glaciomarine drift, although it could be weathered glacial till that underlies the glaciomarine drift. Bedrock was encountered in all five explorations underlying the previously described soil units. The depth to bedrock was typically 7 to 71 feet bgs except at boring B-2 (13/feet bgs) and B-4 (21 feet bgs). Boring B-4 was completed adjacent to the bedrock outcropping at the water's edge and B-5 was completed 10 feet away. It appears that the outcropping extends below the ramp at a relatively steep inclination. Groundwater Conditions Groundwater was not observed in the explorations completed at the site, with the exception of B-5. Boring B-5 was located adjacent to the water's edge and encountered groundwater approximately 1.5 feet bgs. Groundwater may have been in boring B-4 at a similar depth, however B-4 was so shallow and backfilled so quickly that the seepage was not observed. The borings were not left open long enough for the groundwater to stabilize and no monitoring wells were installed. We expect that the groundwater is hydraulically connected to Guemes Channel and the groundwater level should be expected to fluctuate as a function of season,tides, precipitation and other factors. Chemical Analytical Results As part of our evaluation of environmental conditions,soil samples were collected from boring B-2 after a soil sample with a strong petroleum odor and moderate sheen was observed in the upper fill material. One sample was submitted to OnSite Environmental, Inc.of Redmond,Washington for chemical analysis. _ ,ample was analyzed for presence of petroleum hydrocarbons (NWTPH HCID). The chemical analytical data from our sampling were compared to the MTCA Method A cleanup levels for soil and groundwater (unrestricted land use) as an initial screening to evaluate the potential that construction will generate contaminated soil. The sample was non-detect for presence of petroleum hydrocarbons. Analytical reports from the laboratory testing are presented in Appendix B. Oftentimes low level petroleum impacts will occur along the shoreline from boat activities. CONCLUSIONS AND RECOMMENDATIONS General We conclude that the proposed improvements to the Wyman's ramp in Anacortes,Washington may be satisfactorily constructed as proposed. All procedures and materials should be in accordance with the most recent Washington State Department of Transportation (WSDOT) Standard Specifications (hereafter referred to as WSDOT Standard Specifications), unless another version is specifically referenced or dictated by project documents. The site soils have a high susceptibility to erosion, particularly when disturbed and the site is along the shoreline. Temporary erosion control measures should be used during construction depending on the water, location, soil type, and other factors. Temporary erosion protection (e.g., straw, GEOENGINEERS_Ci January 29,2010 Page 3 File No.05147-019-00 plastic, or rolled erosion control products [RECPs]) may be necessary to reduce sediment transport until vegetation is established or permanent surfacing applied. Appropriate best management practices (BMPs) should be incorporated into the temporary erosion and sediment control plan by the civil engineer. Seismicity General The site is located within the Puget Sound region, which is seismically active. Seismicity in this region is attributed primarily to the interaction between the Pacific, Juan de Fuca and North American plates. The Juan de Fuca Plate is subducting beneath the North American Plate. It is thought that the resulting deformation and breakup of the Juan de Fuca Plate might account for the deep focus earthquakes in the region. Hundreds of earthquakes have been recorded in the Puget Sound area. Research has concluded that historical large magnitude subduction-related earthquake activity has occurred along the Washington and Oregon coasts. Evidence suggests several large magnitude earthquakes (Richter magnitude 8 to 9) have occurred in the last 1,500 years, the most recent of which occurred about 300 years ago. No earthquakes of this magnitude have been documented during the recorded history of the Pacific Northwest. Fault Hazards Local design practice in Puget Sound and local building codes now include the possible effect of a very large subduction earthquake and local known faults in the design of structures. There is a small unknown fault that runs in a northwesterly direction through the site. Based on review of USGS and DNR maps the fault does not appear to be connected to any named fault system. Based on the unknown nature of the fault it likely represents low to moderate risk of ground fault rupture. Liquefaction Potential Liquefaction refers to a condition where vibration or shaking of the ground, usually from earthquake forces, results in the development of excess pore pressures in saturated soils and subsequent loss of strength. This can result in vertical oscillations and/or lateral spreading of the affected soils, with accompanying surface subsidence and/or heaving. In general, soils that are susceptible to liquefaction include loose to medium dense clean to silty sands that are saturated (that is, below the water table). The soils encountered within our explorations for the project include medium dense granular fill overlying very stiff clay over bedrock at shallow depths. The granular fill we encountered was not below the water table and limited in thickness, with the exception of boring B-5, where water was encountered within the fill. Therefore, it is our opinion that the soils encountered at the site are not susceptible to liquefaction with the possible exception of the portion of the ramp below sea level. Page 4 Wyman's Ramp Improvements - Anacortes,Washington Pavement Considerations General It is our understanding that the ramp improvements project will require the existing PCC to be removed and replaced. The new PCC pavement surface will be designed by a structural engineer. We anticipate that regrading of the inclination of the ramp will result in the removal of the medium dense granular fill and that the subgrade soils will consist of the native stiff clay soils. A thin layer of granular fill may remain in some locations. The subgrade surface for all new pavement areas should be prepared in accordance with recommendations provided in the "Subgrade Preparation" section of this report to provide the desired pavement performance. Pavement Design Considerations We recommend that the pavement section consist of a PCC surface wearing layer that will be designed by others overlaying a 5-inch thick layer of crushed surfacing base course (CSBC) consistent with WSDOT Standard Specifications 9-03.9(3). We recommend that the CSBC be placed as structural fill per the recommendations provided in the earthwork section of this report and be uniformly compacted to at least 95 percent of the maximum dry density (MDD) per ASTM D-1557. It should be noted that this PCC pavement section is based on being able to prepare the subgrade in accordance with our recommendations. If the project proceeds during wet weather, it may be necessary to include a gravel base layer to provide better construction traffic support. We suggest that a woven geotextile with a minimum grab tensile strength (ASTM 4632) of 200 pounds (such as Mirafi 500X or equivalent) be included and placed directly over the prepared subgrade. It is our opinion that the geotextile will help protect degradation of the subgrade soils if exposed to inclement weather or moisture due to tide cycles as well as increase the long term performance of the ramp. The geotextile is not necessary where "clean" sand is encountered at the subgrade; however, the geotextile would still help control erosion and other adverse affects during construction. We recommend that the PCC pavement be designed using a modulus of subgrade reaction equal to 180 pounds per cubic inch (pci). This value was determined using the methodology outlined in the American Association of State Highway and Transportation Officials (AASHTO)Guide for Design of Pavement Structures and includes the effect of the layer of compacted crushed rock over the subgrade prepared in accordance with our recommendations. Earthwork General We understand that some excavation will be required at the site due to the regrading of the ramp. The site soils that will be excavated generally consist of medium dense sand with varying silt content and very stiff clay. The clay soils are moisture-sensitive and are susceptible to disturbance by construction equipment during wet weather. Therefore we recommend that site preparation occur during periods of dry weather to minimize earthwork costs. GEOENGINEER_ January29,2010 Page 5 File No.05147-019-00 The portion of the ramp below Elevation 8 feet will be subjected to daily tidal action and surface/groundwater management would be required if the lower portion of the ramp was constructed using cast-in-place methods for the PCC. Therefore, we understand that pre-cast PCC panels will be used below the ordinary high water table to avoid expensive water management procedures. Subgrade Preparation The proposed improvements will occupy roughly the same footprint as the current ramp. Vegetation was not observed at the site and therefore stripping is not anticipated. Excavation to the proposed grade will result in the removal of the existing broken PCC and the existing fill where excavation is required. We recommend that the exposed subgrade soils be compacted to a uniformly firm and non-yielding condition in all areas for support of the new PCC pavement section. Ideally, the subgrade should be compacted to at least 95 percent of the MDD based on ASTM D 1557 test procedure. A compaction level of at least 90 percent must be achieved and is satisfactory provided that the geotechnical engineer's representative confirms in the field that the subgrade is non-yielding. Non-yielding condition can be confirmed by thoroughly proofrolling with heavily loaded rubber-tired construction equipment if site preparation is done during extended dry weather conditions. The proofrolling should be observed by one of our geotechnical engineers, who will evaluate the subgrade. If soft or otherwise unsuitable areas are observed during compaction and/or proofrolling, excavation to firm soil or to 2 feet below the original ground surface, or as otherwise recommended by the geotechnical engineer's representative should be accomplished. The overexcavated material should be replaced with structural fill in accordance with recommendations provided in subsequent sections of this report. If site work is completed during wet weather conditions, the exposed surface should not be proofrolled because of the disturbance that would be caused. Instead the exposed soils should be evaluated and probed by a representative from our firm to identify soft or loose areas which may need to be replaced as previously described. During wet weather, the site should be stripped where necessary with lightweight equipment and construction traffic kept off the exposed surface. As previously stated, a gravel base section may be appropriate to support construction traffic during wet weather construction. Excavation Considerations We understand that excavation will be approximately 1 to 4 feet below existing site grade to the pavement subgrade elevation. The excavation for final grade will extend primarily through the medium dense granular fill. In some areas, the excavation will extend through the fill material to the native clay. Boring B-2(Station 1+25) is the area most likely to encounter the native soils. Excavation of this material can be completed using conventional earthwork equipment. Bedrock was encountered approximately 7 feet below the ground surface along the centerline of the ramp. We anticipate that the depth to bedrock decreases below the ordinary high water mark. Therefore, we conclude that it is unlikely that bedrock will be encountered in the excavation for the ramp. Page 6 Wyman's Ramp Improvements Anacortes,Washington Permanent Slopes Permanent slopes will be constructed to transition between the existing site grades and the new lower grade for the ramp. We recommend that permanent slopes be constructed at an inclination no steeper than 3H:1V due to the potential for wave action on the slopes during storm events and that vegetation will not be established. We recommend that that exposed surface be protected against erosion using armor rock if vegetation is not desired. Structural Fill GENERAL All fill placed on the site should be placed and compacted as structural fill. All structural fill material should be free of organic matter, debris and other deleterious material. The maximum particle size diameter should be the lesser of either 4 inches or one-half of the loose lift thickness. As the amount of fines (material passing the U.S. No. 200 sieve) increases in a soil, it becomes more sensitive to small changes in moisture content, and adequate compaction becomes more difficult to achieve during wet conditions. Generally, soils containing more than about 5 percent fines by weight cannot be properly compacted when the moisture content is more than a few percent from optimum. The fill should be placed in horizontal lifts not exceeding 10 inches in loose thickness or the thickness necessary to obtain the specified compaction with the equipment used. Each lift must be thoroughly and uniformly compacted to a percentage of the MDD as determined by the ASTM D 1557 test procedure. We recommend that fill placed in the ramp area be compacted to at least 90 percent of the MDD up to 2 feet below the pavement subgrade elevation. Fill placed in within 2 feet of the pavement subgrade elevation should be compacted to 95 percent of the MDD. Sufficient earthwork monitoring and a sufficient number of in-place density tests should be performed to evaluate fill placement and compaction operations and to confirm that the required compaction is being achieved. SUITABILITY OF ON-SITE SOIL Variable soils will be encountered depending on the depth and character of fill at the various locations. The upper granular fill is suitable for re-use as structural fill. Based on the samples collected from our explorations,the moisture content of the native very stiff clay is higher than the optimum moisture content for compaction. These materials are very moisture sensitive and can be difficult to compact to 95 percent of the MDD even at or near the optimum moisture content. Therefore,for planning purposes, we suggest that the native soils be considered unsuitable for use as structural fill. If constructed during periods of dry weather, the contractor may be able to moisture condition the silty sand such that it is suitable for use as structural fill. Proper moisture conditioning of the soil requires time, dry weather, and space and approval of the material is subject to approval by the engineer. SELECT IMPORT FILL If required, imported soil should conform to the recommendations provided in the "General" section above. We recommend using a select import fill: a sand and gravel base with a fines content of less than 5 percent on that portion passing the 3/4-inch sieve and at least 30 percent GEOENGINEERS January29,2010 Page 7 File No.05147-019-00 gravel (retained on the U.S. No. 4 sieve). We recommend that import material consist of gravel base in accordance with previous recommendations or gravel borrow per WSDOT Standard Specifications 9-03.14. It would be appropriate to limit that portion passing the U.S. No. 200 sieve to less than 5 percent during wet weather construction. Other import soils may be submitted for approval by the geotechnical engineer. LIMITATIONS We have prepared this report for use by Port of Anacortes and other members of the design team for use in design of the Wyman's Ramp Improvements in Anacortes, Washington. Within the limitations of scope, schedule and budget, our services have been executed in accordance with generally accepted geotechnical practices in this area at the time the report was prepared. No warranty or other conditions,express or implied,should be understood. Please refer to Appendix B titled "Report Limitations and Guidelines for Use" for additional information pertaining to use of this report. Page 8 SITE Guemes Channel _ `4� F j .y [pst�Ut 44-st'St g � tF - Y Curtis Dr - f.. - i_ _.,V, - ,w, ,prdfit,,. 3rdSt e 1 r d Park �- Dr R e m,kh f k i TPve t, rSt Ove ',_II -__._ -_, 1 tp St I Mve N lye Cap r me Park S 1 C=' f, flit St --_.\ " Skagit Count t l {g y ..r., k Skagit County 1rz r - Rotary Park t i 1 E- I' .4 N Marx g t r F Fidalgo Bay N L co F - i - l N k@ :""s" °S" r.'W.:':L8 , ti --- :tt b ---- e t Ar:,1t w ��kk - '; ! U) f t - Wh[tney Elemental School 1 0,0 - - "-,,,,,�>✓i o� ,-_. - ey Elem 4 t School . fi;, - - - - Y 1 PVre K Ave LPre 'A ; 1 1 4th&t IRAve� � Seafafers array„ r. ,a -w —ii 1 1 o \� U. Q,4ve_ r Ek. fiNtt JAW 4/N� 00 3` W r�\t% 'E Lo rii fiCo o - 1,000 0 1,000 5'53 -,, s ", Feet \ t nil ✓▪ Notes: ` 1.The locations of all features shown are approximate. Vicinity Map `% 2.This drawing is for information purposes.It is intended to assist in it showing features discussed in an attached document.GeoEngineers,Inc. At can not guarantee the accuracy and content of electronic files.The master m o_ file is stored by GeoEngineers,Inc.and will serve as the official record of Wyman's Ramp this Communication. Anacortes, Washington 3.It is unlawful to copy or reproduce all or any part thereof,whether for 21 personal use or resale,without permission. uJ co Data Sources: ESRI Data&Maps,Street Maps 2005 �� / G / ,� .y Figure 1 Transverse Mercator,Zone 10 N North,North American Datum 1983 e North arrow oriented to grid north ---- iru-k , i o 8 9 "" —___ i--_ `_1„, ,, -', ,i- __tl `� `I \ `tip ti w \ `f:' °' l ' fi m, ,, -,w 'l • � " , — ,1I, -' sg _ ,\, t, P,,3 - „ = 0!' Legend ',II', , 4 • T•,` \� S� I B-1=Boring number and approximate location 1 it \ o �__S — 1' J'r pp rsdE 0 , ,,,..... ..,_ 0 ,. ,,, ,, ,, \‘‘‘‘‘‘‘,. . „ , .,------ Q o� 1. . 1 o \ \\ i\t \ `�\�,II 1 a d CONC 1M1(4 ,'J,'! .E , m ILA - T----r--- / \ t oY Pi7D 1 , n, N ''I ' T--J 'r\\mil-T O ,' - I, / "i' �t --- maw`= _-'' oi� I ' 0� u ,Ni J ,' o a_n,,, -l- ____,___ 01, n cr m `` i "�i,�.o �25'', "'i�I' ,r 1 30 0 30 o `� c2a,A '\�__ --"---" , ,R I Feet 'tttti I `I 7 T Z6.' I �, r, U I ri A----'-6 ,� ti rn g / a �tSS"�' o'i/ Site and Exploration Plan v Notes: Y Ramp Wyman's 1.The locations of all features shown are approximate. g_ 2.This drawing is for information purposes.It is intended to assist in showing features discussed in an attached document.GeoEngineers,Inc.can not guarantee the accuracy and content of electronic Nes.The master file is Anacortes,Washington c? stored by GeoEngineers.Inc.and will serve as the official record of this communication. e GEOENGINEERS Figure 2 I. Reference:Base drawing provided by Leonard,Boudinot 8 Skodje,Inc.Mount Vernon,Washington w m i MARIN A S 1/4 April 11, 1997 j. \\ Mr. James R. Pemberton Director of Public Works CITY OF ANACORTES P.O. Box 547 Anacortes, Washington 98221 Subject: "T" Avenue Extended Shoulder Use Dear Jim: Confirming our telephone discussion, we would appreciate the continued use of the space we are now occupying through May 10, 1997. This request is based on our best estimates for deliveries of materials required to complete the projects requiring completion by May 15, 1997. Our goal is to be off the city's right-of-way shortly after launching the floating docks for Deer Harbor. Please let me know whether this meets with your approval. Very Truly Yours, ‘TRANSPAC MARINAS, INC. David H. Rytand President Transpac Marinas Inc. Post Office Box 1169 Anacones,Washington U S.A.98221 (360)293-8888 Fax(360)293-8880 MEMORANDUM DATE: February 11, 1997 TO: Jim Pemberton FROM: Don MeasamerSr RE: Right-of-Way Use Eric Bowman has provided a letter from the port granting permission to use the right-of- way at 3rd Street for parking U-haul vehicles temporarily. Would this be an appropriate use for the right-of-way? As the right-of-way would be used for business proposes should improvements such as drainage , oil-water separator, paving and curb, gutter and sidewalk be completed? I have attached a letter from the Morlans at 520 41st Street. Any comments you might have would be appreciated. Thank you. ego ® — L 1 Air Y" iy f4 r J/ 6 �6 irkce p ky1,r /1.41/44' CI February 4 , 1997 44 TO: Ian Munce , Planning Department FROM: Jim and Shirley Morlan , 520 4th St . , 293-9744 RE: 4th and T streets This is to officially request responsible attention to the easement • and traffic-2 on T street From the waterfront to 4th street . Since we are homeowners on the corner of 4thand T streets we are being severely impacted by the excessive use of the above easement and T street . The rental of the east section oF Terminal II area by the Port oF Anacortes and the permission given by the City to store materials an the easement is inappropriate and was not given proper thought . The noise , traffic and pollution is a problem For us as residents. In addition , there is a major problem with the noise and dust of the Port ' s shipping of coke and logs . The log trucks arrive and unload, then the logs are moved into place by heavy noisy mechinery . Then , they are moved to the debarker and moved again back to the original location. Then again , they are moved to a closer location when ships are due . This activity is a real problem. "T" Street is also being used For the following : 1 . Workers are building docks and we hear the noise of the construction. Excessive traffic and parking has developed , i . e . a . Workers coming to work , parking on T street and then leaving after work . b . Long-bed trucks delivering supplies . c . Unloading and moving supplies by forklist and tractor. note : We have seen children playing on these supplies which is a danger . 2 . "T" street is already being used by Boomers restaurant customers , employees and delivery trucks . 3 . Secret Harbor employees drive to and From work and park at the north end of T by the water . 3 . Cap Sante storage is using the easement illegally to park the U-Haul trucks they are now renting . They have no rightful space to park these trucks on their own property . We were assured that they had been notified to rl Page 2 move these trucks but they have not been removed . These U-Hauls not only take a great deal of space , are ugly to have in our backyard , but contribute even more to the traffic and parking congestion . 4 . The residents also have to use T and with the tourist season coming the area will have many cars and people walking to the water and to Boomers . This situation has become intolerable and we believe it interferes with our rights as citizens and homeowners . We both have medical problems that are aggravated by this situation and would like to have your attention to these matters . Thank you. 11:41:71:1 }Eh 0 cc : Mayor Dean Maxwell Jim Pemberton Don Measemer VW `� Gt9/✓astA ) P 0OCs L Ao "��� � 'VA- ymo./^ Feb-06-97 02:22P CapSanteStor 3602992151 P.01 \: A WASHIMIOXNWav1KNf519fnrs IJC L I ( .4211OG4 COW.1Vn' J� ~ ' FIRST AND COMMERCIAL AVENUE • P.O. BOX 297 . ANACORTES, WA 96221 USA f (360) 293-3134 . FAX (360) 293-960e 1l I tl't. January 27, 1997 Eric Bowman\ 305 T Avenue Anacortes, Wa. 98221 Dear Eric. It is my understanding that you are requesting the Port, as the abutting property owner of the street right of way at third street, to grant you permission to park U-haul trucks and trailers on the west side of the right of way. The Port has no objection at this time to such an arrangement, as long as the Port's tenants are not adversely affected. This permission is conditional and can be revoked at any time. I would encourage you to find a long term arrangement that better fits your needs. If you have any questions regarding this, please give me a call. Sine S Property Manager Port of Anacortes January 30 , 1997 i TO: ❑on Meesemer , Building Department I�! FROM : Shirley and Jim Morlan 520 4th St . Anacortes 293-9744 RE: Cap Sante Storage I would like to officially request that Eric Bowman be required to remove the U-Haul trucks he has parked by his business , Cap Sante Storage , 3rd and T streets . He is using the city easement to conduct a private business . This practice is not consistent with the legal use of this land and is not well received by us as homeowners on the adjoining property . cc : Jim Pemberton , Public Works Department Ian Munce , Planning Department Dean Maxwell , Mayor February 4 , 1997 TO : Ian Munce , Planning Department FROM : Jim and Shirley Marian , 520 4th St . , 293-9744 RE: 4th and T streets This is to officially request responsible attention to the easement and traffic- on T street From the waterfront to 4th street . Since we are homeowners on the corner of 4thand T streets we are being severely impacted by the excessive use of the above easement and T street . The rental of the east section of Terminal II area by the Port of Anacortes and the permission given by the City to store materials on the easement is inappropriate and was not given proper thought . The noise , traffic and pollution is a problem for us as residents . In addition , there is a major problem with the noise and dust of the Port ' s shipping of coke and logs . The log trucks arrive and unl❑ad , then the logs are moved into place by heavy noisy machinery . Then , they are moved to the debarker and moved again back to the original F location . Then again , they are moved to a closer location when ships are due . This activity is a real problem . "T" Street is also being used For the following_ : 1 . Workers are building docks and we hear the noise of the construction . Excessive traffic and parking has developed , i . e . a . Workers coming to work , parking on T street and then leaving after work . b . Long-bed trucks delivering supplies . c . Unloading and moving supplies by forklist and tractor . note : We have seen children playing on these supplies which is a danger . 2 . "T" street is already being used by Boomers restaurant customers , employees and delivery trucks . 3 . Secret Harbor employees drive to and From work and park at the north end of T by the water . 3 . Cap Sante storage is using the easement illegally to park the U-Haul trucks they are now renting . They have no rightful space to park these trucks on their own property . We were assured that they had been notified to Page 2 move these trucks but they have not been removed . These U-Hauls not only take a great deal of space , are ugly t❑ have in our backyard , but contribute even more to the traffic and parking congestion . 4 . The residents also have to use T and with the tourist season coming the area will have many cars and people walking to the water and to Boomers . This situation has become intolerable and we believe it interferes with our rights as citizens and homeowners . We both have medical problems that are aggravated by this situation and would like to have your attention to these matters . Thank you . cc : Mayor Dean Maxwell Jim Pemberton Don Measemer CITY OF DO NOT REMOVE • �, CORRECTION REPORT co f i{ding Codes 293-1901 Are codes 293-1925 ANACORTES Q Public Works 293-1920 -' The corrections hated below are hereby ordered and must be completed within days OtNNER,VONTIRACTOF PERMIT NUMBER • ADDRESS a I DATE 3 —1 — ar> ❑ NOT APPROVED FOR COVER ❑ NOT APPROVED FOR OCCUPANCY OR USE .CORRECTIONS NEEDED ❑ STOP WORK er - La R t • NOTIFY INSPECTION OFFICE WHEN READY FOR REINSPECTION 1\s°ECTOR r , ' ANACORTES PLANNING & COMMUNITY DEVELOPMENT DEPT. i " PERMIT CENTER CO` P.O.BOX 547,ANACORTES,WA 98221 • (360)293-1901 - FAX (360) 293-1938 y IRN MUNCE,DIRECTOR n it EDWIN FRANK,BUILDING OFFICIAL February 20, 1997 ©Ca 0 U Erik Bowman 305 T Avenue Anacortes, WA 92821 Dear Mr. Bowman: Thank you for your letters received at the Building Department February 20, 1997, regarding U-haul vehicle parking at Cap Sante Mini Storage. As we discussed parking the vehicles in the right-of-way adjoining the Port of Anacortes property cannot be permitted by the City of Anacortes due to City ordinances requiring off-street parking for business applications per Ordinance No. 17.46. It is now necessary that the vehicles be removed from the right-of-way as soon as possible but not later than 5 days from receipt of this letter. We also discussed using the existing parking allocated for the Cap Sante Mini Storage building for U-haul parking, to do so would require a parking waiver from the City Council reducing the required number of stalls for the mini storage building. As the existing stalls are the minimum required by ordinance. If you wish to pursue the parking waiver, please address a letter to the City Council indicating your needs, provide specific traffic flows indicating parking requirements, a site plan showing existing parking and proposed parking, indicate proposed U-haul parking area and any other information you may feel is necessary. Please complete the business license applications for the U-haul business and the Archive business as soon as possible and return to this office. If you have any questions, please feel free to contact me at 293-1901. Sincerely, CITY OF ANACORTES Don Measamer Building Inspector DM:md February 24 , 1997 Eric Bowman Cap Sante Mini Storage 3rd and T Street Anacortes , Washington 98221 Re : Illegal U-Haul Parking Eric , We are responding to your letter of February 8 , 1997 Cap Sante residents are rightfully angered by your lack of concern for their homes and neighborhood . You are mistaken in your assump- tion that we were the only ones who reported yqur misuse of city property to support your U-Haul business . This block , extending from 4th to 3rd Streets and from T to U streets is and had been primarily residential . The Failure of the City ❑f Anacortes to adjust the zoning to reflect the residential use is indeed unfortunate and has had extremely negative consequences . Your storage building has decreased property values , obstructed views , ( that were paid for in the original cost of the property) and have made resale difficult . Your decision to put a three story blue metalbuild- ing in a residential neighborhood was without consideration for any- one but yourself . As you are well aware , on January 11 , 1989 a public hearing was held by the Anacortes Planning Commission in response to a petition to change the zoning to residential on the above block . You , of course , were against this rezoning application . Your statement on record at that meeting was that all you wanted to do with this property was to build a small building for net storage . This was obviously untrue . If you had been honest about your intentions to build this large build- ing on the property there would have been a neighborhood uproar . No one would ever want that building , or a fleet of U-Haul trucks , in their backyard as we have it in ours . I would suggest that the proper place to park these trucks would have been in your ❑wn backyard . To add insult to injury you have told us that you plan on building another identical building on the three lots behind you. You have been making offers to the present three property owners . When you built this huge building up against these houses you completely blocked their sunlight and you built ridiculously close to the house next door . It is impossible to believe that you had any consideration for them when you did this. When you were building this unit you came and asked us for our signed permission for overhead electricity instead of the required underground electricity . We willingly gave that permission to you . You have stated what a good neighbor you are and what a poor neighbor we are For complaining about the U-Haul trucks . When have you ever been a "good neighbor?" Before you built this building your "empty" lot was heaped with junk , broken class , old bricks and piles of dirt where children used to try to build tunnels ( an extreme danger to them) . How would you like your child to have this lot to play in? You even left a burned- cut bus parked on this lot which was a great attraction to children . You were requested by the city for over a year to clean up this area but you chose to remain in non-compliance of this order . This is not "Little Chicago" anymore . You are forcing your wishes on the residents of this neighborhood . You have the idea that anything you do, legal or not is all right regardless of the ramifications for others . You state in your letter that when the dock building materials stored on the easement across the street from you are gone that you are going to move your U-Haul trucks Further north on the easement . This is just as illegal as where you are parking them now ! You again are trying to force your will on others . Even the Port of Anacortes is now trying to work with the residents instead of against them ! Your plea For sympathywill not influence us . We do not feel sympathy for you and you have certainly not shown yourself to "work in harmony with the neighborhood" as you stated in your letter . You gat to go home at night and the residents don ' t . We live with our surroundings 24 hours a day . Jim and Shirley Morlan L. A . "Concerned Citizens of Anacortes" �7 ,�/y'y�,Q.-zr,.`- Cap Sante area (1 520 4th St . JAM-et 71A-�'.x�.v� Anacortes , Wa "SAVE HISTORIC CAP SANTE" CC : Don Measamer , Building Department CAP SA NTEHEATED MINI-STORAGE ERIK BOWMAN 305 T.AVENUE Telephone 360 299 2151 ANACORTES WA,98221 Fax 360 299 0951 Feb. 8, 1997 Jim&Shirley Morlin 520 4th St. Anacortes,WA 98221 Re: Complaints on UHAUL Dear Jim& Shirley, I learned of your disapproval with the UHaul vehicles being parked on the West side of T Ave. when one of my customers alerted me you took pictures of them as they drove up in a Uhaul. When I telephoned to ask about it, you confirmed this and stated you have also issued complaints to the city. Over this last week I have been corresponding by phone and mail with City Hall and have been informed that there are complaints coming in still. I have to assume,from you. As stated in our telephone conversation,the firm that is building the docks on the Port property is there temporarily. When they depart, I will make every effort to keep the vehicles parked to the North and away from your view. I will do what it takes to meet the City's criteria. This of course may not appease you,but please take a minute to hear my concerns: As you know I have owned this property for some years and have had the good fortune of finding a business best suited for the location. The addition of the UHaul dealership to a mini-storage operation is complementary and serves a vital need for those people moving in and out of our area. The obligations to- a project like this are not small in number. I am not a large corporation or business chain,I am a small business owner that is trying to make a go of it. I have started my family with Austen now 2 1/2 years old and my wife expecting our 2nd child come Aug. Along with noticing the Uhaul vehicles, I hope you too have noticed I ant at this building working seven days a week. It amazes me that you would take action against someone without first considering any consequences,be it with our financial obligations, my children's future, or capital produced through the Uhaul dealership. Since you have no idea of our situation,be it financial or health, I am very disappointed with the course of action you have elected to take. Mr. and Mrs. Morlin, I will try to do whatever possible not effect the ambiance of this neighborhood but I am also very adament about maintaining and operating this UHaul rental dealership now,and into the future. As you know this area is platted light industri 1 allowing for this type of business to operate. Cap Sante Mini Storage is here to stay,as well as,any fut re development that meets the set codes and requirements of the City. I hope through this letter you can better appreciate r situation and my desire to work in harmony with the neighborhood. Since � Erik6 L. Bowman cc: Don Messner, Anacortes Bldg Dept. M AR IN A S November 6, 1996 Mr. Jim Pemberton n "✓ \ Director /✓'� DEPARTMENT OF PUBLIC WORKS City of Anacortes Sixth and"Q" Anacortes, Washington 98221 Subject: "T" AVENUE EXTENDED SHOULDER USE nit Dear Mr. Pemberton: Transpac is manufacturing new floating docks for the expansion of Roche Harbor Resort Marina at our plant on Pier 2. The floats run in size up to 16' wide by 60' long. Because the Port's log sorting operation is concurrent with our activities, space for this major project is quite constrained for a 2-3 month period. In fact, there is insufficient space for key materials storage on the Port's property. This letter is a formal request for Transpac to temporarily use the unpaved, extended west shoulder of"T" Avenue's 400 block right-of-way— alongside, but at least 4' east of, the Port fence. This use would be of strictly limited duration, from December 15, 1996 to February 28, 1997 at the latest, and expressly for the storage of wrapped, banded packages of timber and plywood components for this project. The City of Anacortes will be named as additional insured on Transpac's general liability insurance policy, and we will be responsible for leaving the site in a condition better than we found it. Time is of the essence in this request, as materials are currently being fabricated and will be ready for loading soon. Please call me at 293-8888 if you have any questions at all regarding this request. • Sincerely, f f' TRANSPAC MARINAS, INC. David H. Rytand • President enclosure: City map showing location of subject property Transpac Marinas Inc Post Ott ice Box 1169 Anacortes,Washington U S A 98221 (360)293-8888 Fax(360)293-8880 . , ..._, r 1, ) 1 1 1 , i , i 1 1 L i J t oa \ 1 — ao1 u r J � II I I , \>>0 I v� 9S 6- 4. ez t 0 0 J oz W I ODI - 1 aL W ? I Qr 0 I GT tiY Ra ANACORTES PUBLIC WORKS DEPARTMENT P.O. BOX 547, ANACORTES, WA 98221 vj . , �, JAMES R.PEMBERTON,DIRECTOR rN.q c 00 December 12, 1996 Transpac Marina Inc. P.O. Box 1169 Anacortes, WA 98221 Attention: Mr. Dave H. Rytane Re: T Avenue Extended Shoulder Use Gentlemen: Having reviewed your request to use T Avenue right-of-way adjacent to the Port log yard for temporary storage with the City Attorney, be advised that the City does not object but would ask that you provide us the name and telephone number of a contact that can be reached during non-working hours in the event of an emergency and would also ask that you keep materials at least 4 feet away from the edge of the paved street. Loading and unloading of materials from the street itself must be done with appropriate provisions made for traffic control Sincerely, CITY OF ANACORTES IJdmes R. Pemberton Director of Public Works JRP'cm cc: Dean Maxwell Steve Mansfield City Council (Tt. *114 ANACORTES DEPARTMENT OF ENGINEERING AND DEVELOPMENT SERVICES et‘leggrki P.O. BOX 547, RNRCORTES, WA 98421 9 COW*. JAMES R. PEMBERTON, DIRECTOR December 31, 1996 Eric Bowman 305 T Avenue Anacortes, WA 98221 Dear Eric: In light of the City Attorney's interpretation that the underlying property rights of dedicated street right-of-way rests with the abutting property owner to the centerline of the street I'm not in the position to grant your request to use the north side of the right-of- way of 3rd Street for parking U-haul trucks and trailers. I'd suggest you contact the Port of Anacortes or the owner/operator of Boomers Landing and see if they have any property available that will meet your needs. I'm not personally aware of any other sites in the immediate area that would serve you appropriately. If you are able to work something out with either of the above, please let me know. The operation of this type of business does require additional licenses etc., so it might be a good idea to get together with the Building/Planning Department and discuss the issue in further detail. Sincerely, CITY OF ANACORTES es R. Pemberton Director of Public Works JRP:cg cc: Building Dept. Planning Dept. N M�� February 4 , 1997 6 �.; `oiffr TO : Ian Munce , Planning Department FROM : Jim and Shirley Morlan , 520 4th St . , 293-9744 RE : 4th and T streets This is to officially request responsible attention to the easement and traffic- on T street from the waterfront to 4th street . Since we are homeowners on the corner of 4thand T streets we are being severely impacted by the excessive use of the above easement and T street . The rental oF the east section oF Terminal II area by the Port of Anacortes and the permission given by the City to store materials on the easement is inappropriate and was not given proper thought . The noise , traffic and pollution is a problem For us as residents . In addition , there is a major problem with the noise and dust of the Fort ' s shipping oF coke and logs . The log trucks arrive and unload , then the logs are moved into place by heavy noisy mechinery . Then , they are moved to the debarker and moved again back to the original location . Then again , they are moved to a closer location when ships are due . This activity is a real problem . "T" Street is also being used For the following : 1 . Workers are building docks and we hear the noise of the construction . Excessive traffic and parking has developed , i . e . a . Workers coming to work , parking on T street and then leaving after work . b . Long-bed trucks delivering supplies . c . Unloading and moving supplies by forklist and tractor . note : We have seen children playing on these supplies which is a danger . 2 . "T" street is already being used by Boomers restaurant customers , employees and delivery trucks . 3 . Secret Harbor employees drive to and from work and park at the north end of T by the water . 3 . Cap Sante storage is using the easement illegally to park the U-Haul trucks they are now renting . They have no rightful space to park these trucks on their own property . We were assured that they had been notified to Page 2 move these trucks but they have not been removed . These U-Hauls not only take a great deal of space , are ugly to have in our backyard , but contribute even more to the traffic and parking congestion . 4 . The residents also have to use T and with the tourist season coming the area will have many cars and people walking to the water and to Boomers . This situation has become intolerable and we believe it interferes with our rights as citizens and homeowners . We both have medical problems that are aggravated by this situation and would like to have your attention to these matters . Thank you. cc : Mayor Dean Maxwell Jim Pemberton Don Measemer p`� ! / ry, q(,(p (�.(.^ ^ o � L V•\u\� �. st ` R+ l l.i.\.."f.� t b e., ., yu `{uf..D.�d 1 J� Y ti.�r�a.... l O y MEMORANDUM DATE: February 11, 1997 i /""1 �M TO: Jim Pemberton �J L! FROM: Don Measamer RE: Right-of-Way Use Eric Bowman has provided a letter from the port granting permission to use the right-of- way at 3rd Street for parking U-haul vehicles temporarily. Would this be an appropriate use for the right-of-way? As the right-of-way would be used for business proposes should improvements such as drainage , oil-water separator, paving and curb, gutter and sidewalk be completed? I have attached a letter from the Morlans at 520 41 st Street. Any comments you might have would be appreciated. Thank you. P 406 7 0523 al Feb-06-97 02 :22P CapSanteStor 3602992151 P. 01 ` \,;-I/ A WASi*NG10h PUBLIC PCFi `,` `1_� GOµPPTHEL LOCAL c�slouwN Y Jr 7" FIRST AND COMMERCIAL AVENUE • P.O. BOX 297 . ANACORTES, WA 98221 USA ✓' (380) 293.3134 . FAX (360) 293-9608 114 011" January 27, 1997 Eric Bowman\ 305 T Avenue Anacortes, Wa. 98221 Dear Eric, It is my understanding that you are requesting the Port, as the abutting property owner of the street right of way at third street, to grant you permission to park U-haul trucks and trailers on the west side of the right of way. The Port has no objection at this time to such an arrangement, as long as the Port's tenants are not adversely affected. This permission is conditional and can be revoked at any time. I would encourage you to find a long term arrangement that better fits your needs. If you have any questions regarding this, please give me a call. Sinc Property Manager Port of Anacortes January 30 , 1997 TO : Don Measemer , Building Department FROM : Shirley and Jim Morlan 520 4th St . Anacortes 293-9744 RE : Cap Sante Storage I would like to officially request that Eric Bowman be required to remove the U-Haul trucks he has parked by his business , Cap Sante Storage , 3rd and T streets . He is using the city easement to conduct a private business . This practice is not consistent with the legal use of this land and is not well received by us as homeowners�yhy �� on the adjoining property . Ahicint 41-4 cc : Jim Pemberton , Public Works Department Ian Munce , Planning Department Dean Maxwell , Mayor Date: February 6, 1997 To: Petroleum Coke Citizens Advisory Committee From: Burt Newbry This memo is to advise you that Texaco, Puget Sound Plant, has entered into a petroleum coke shipping agreement with the Anacortes Maxine Terminal(located at 2nd and"0" in Anacortes), owned by Mr. Bill Wooding, which will take effect June 1, 1998. We believe the controls for limiting noise and fugitive emissions from Mr.Wooding's petroleum coke loading operation will meet or exceed those that are currently being implemented by the Port of Anacortes. If the committee deems it desirable, I will be happy to invite Mr. Wooding to a future committee meeting to discuss the planned design for his facility. Please feel free to contact me at 293-0862 should you have any questions. 2'd 2 9NI833NI9N3 00IX31 WdLV:EO 2.6, 90 333 CAP SANTE HEATED MINI-STORAGE ERIK BOWMAN 305 T.AVENUE ANACORTES WA,98221 Telephone 360-299-2151 Fax 1-360-299-0951 Feb. 12, 1997 F{L:Ur_1va�1,_, Mr. Don Meesner " ' 697 Anacortes Building Dept. L6tj Li)ING Anacortes, WA Re: UHAUL Parking Dear Don, As stated earlier in a letter, my plans have always been to expand Cap Sante Heated Mini- Storage by future acquisitions of surrounding properties. The opportunity to acquire the UHAUL dealership came quickly and was not foreseen. To meet the city codes required to obtain a business license for the UHAUL rental I have made the following arrangements: 1) Received permission from the Port of Anacortes, the property owner to the west, to use their right of way to park UHAUL trucks & trailers. 2) Identified over the last one year period, the daily traffic flow to Cap Sante Storage facility averages 5 people per day. I have requested the city allow some usage of the facility's parking lot to accommodate UHAUL traffic. 3) I recently received permission from the neighbor to the north of me to utilize his lots: Anacortes Original Platt Block 288 Lots 11-14 and city right of way. I hope these arrangements will be acceptable. Again, I do stress that this is not proposed as a permanent plan but a temporary necessity. sr, �d7br ' Erik L. Bowman CAP SANTE HEATED MINI-STORAGE ERIK BOWMAN 305 T.AVENUE Telephone 360 299 2151 ANACORTES WA,98221 Fax 360 299 0951 Feb. 8, 1997 t t,:.1,.;r,l ; Jim&Shirley Morlin 520 4th St. , 1397 Anacortes, WA 98221 4JltVi; G =''1: Re: Complaints on UHAUL Dear Jim& Shirley, I learned of your disapproval with the UHaul vehicles being parked on the West side of T Ave. when one of my customers alerted me you took pictures of them as they drove up in a Uhaul. When I telephoned to ask about it, you confirmed this and stated you have also issued complaints to the city. Over this last week I have been corresponding by phone and mail with City Hall and have been informed that there are complaints coming in still. I have to assume,from you. As stated in our telephone conversation,the firm that is building the docks on the Port property is there temporarily. When they depart, I will make every effort to keep the vehicles parked to the North and away from your view. I will do what it takes to meet the City's criteria. This of course may not appease you,but please take a minute to hear my concerns: As you know I have owned this property for some years and have had the good fortune of finding a business best suited for the location. The addition of the UHaul dealership to a mini-storage operation is complementary and serves a vital need for those people moving in and out of our area. The obligations to a project like this are not small in number. I am not a large corporation or business chain, I am a small business owner that is trying to make a go of it. I have started my family with Austen now 2 1/2 years old and my wife expecting our 2nd child come Aug. Along with noticing the Uhaul vehicles, I hope you too have noticed I am at this building working seven days a week. It amazes me that you would take action against someone without first considering any consequences,be it with our financial obligations,my children's future, or capital produced through the Uhaul dealership. Since you have no idea of our situation,be it financial or health, I am very disappointed with the course of action you have elected to take. Mr. and Mrs. Morlin,I will try to do whatever possible not effect the ambiance of this neighborhood but I am also very adament about maintaining and operating this UHaul rental dealership now, and into the future. As you know this area is platted light industrial allowing for this type of business to operate. Cap Sante Mini Storage is here to stay,as well as, any future development that meets the set codes and requirements of the City. I hope through this letter you can better appreciate our situation and my desire to work in harmony with the neighborhood. Sincerely, Erik L.Bowman cc:Don Messner, Anacortes Bldg Dept. Film viz Li ,, c ?9:9 ' LiaiiLDINGO p February 11, 1997 Erik Bowman Cap Sante Heated Mini Storage& UHaul 305 T Avenue Anacortes, WA 98221 Subject: Parking of UHaul trucks &trailers at south end Boomers Landing parking lot Dear Erik, Confirming our conversations, you are requesting permission to park UHaul trucks and trailers on the property just south of Boomers Landing paved parking lot. As the abutting property owner of the street right of way along Third at T Avenue, I have no objection at this time to such an arrangement, as long as customers of Boomers are not adversely affected. Permission is immediately granted and is conditional. Should our property needs change this agreement may be revoked. If you have any questions please feel free to give me a call. Sincerely, Dan Bo er Property Owner Boomers Landing Restaurant 11 Cap Sante Heated Mini-Storage Traffic Flow Analysis 1996 Q Showing Average people count per week/Average people count per day 0 to V 0 r P CO () a JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC t a 7 rr to in rr Week 26 34 38 39 35 32 31 35 38 40 53 49 0 Week 2 36 20 27 44 41 35 34 35 35 46 47 48 Week 3 44 19 23 35 40 35 24 37 40 49 56 28 Week 4 40 21 58 55 65 44 22 71 79 52 66 21 W 01 Average per week 36.5 23.5 36.5 43.3 45.3 36.5 27.8 44.5 48 46.8 55.5 36.5 0 N V) Average per day _ 4.9 _ 3.1 _ 4.9 5.8 6,0 4.9 3.7 _ 5.9 6.4 6.2 7.4 4.9 N r In r Page 1 0 r MECHANICAL PERMIT CITY OF ANACORTES PERMIT NO. : MEC94-0139 P.O. BOX 547 APPLIED: 10/28/94 ANACORTES, WA 98221 ISSUED: 10/28/94 (206) 293-1901 EXPIRES: 10/28/95 SITE ADDRESS: 202 U AVE ASSESSOR'S PARCEL NO. : 3772-288-020-0005 PROJECT DESCRIPTION: Gas wall heater and piping. — OWNER — CONTRACTOR j WYMAN'S MARINA/PORT OF ANACORT LAVINE'S HEATING P.O. BOX 297 P.O. BOX 992 ANACORTES WA 98221 ANACORTES WA 98221 293-3134 293-6543 LSBINHS066BF TYPE OF WORK. . . :ADD BOILERS/COMPRESSORS- DOMES. INCIN • 0 TYPE OF USE •COM 0-3 HP • 0 COMML. INCIN • 0 3-15 HP • 0 RELOC/REPAIR. . . : 0 F FUEL TYPES 15-30 HP • 0 CLOTHES DRYERS. : 0 : /GAS/ / / : 30-50 HP • 0 GAS WTR HEATERS: 0 FURN < 100K BTU: 0 50+ HP • 0 STOVE, APPLI. . . : 0 FURN >=100K BTU: 0 AIR HANDLING UNITS-- FIRE LOG/LITE. . : 0 FURN - FLOOR. . . : 0 <= 10000 cfm. : 0 WOODSTOVES • 0 UNIT HEATERS. . . : 1 > 10000 cfm. : 0 OTHER UNITS • 0 VENT FANS • 0 EVAP COOLERS. . . : 0 GAS OUTLETS • 1 VENT SYSTEMS. . . : 0 HOODS • 0 VENT W/O APPLI. : 0 — FEES — NOTES Code Amount---- By- Date---- Receipt PRMT $ 27.00 MD 10/28/94 3179 TOTAL $ 27.00 I hereby acknowledge that I have read this permit and state that the above information is correct, and agree to comply with all ordinances and Laws regulating activities covered by this permit. Issued by Applicant or Owner' s Signature 24 Hour Notice Required For All Inspections mec_prmt, Rev: 06/11/92 + ..+� FLU AG 7a y •Jo nv0 .UU1 r .UJ i V , t : ::t; ��]VIUi �'�( � � 2 �� I �1 �'-:IIC �TI }� . : : .,., • a ' Site Address: L/ / - •j- --°�--� s#..� �.4 for•Ks./ 4/4 - --- -pale:. 27. //-7/9e---- Assessors Account No.: Lot(s):_----___ ___. Block: Addition:.. Owners Name:;/f o _ ,._cordr.5 Contractors Name: 4,4 iee.."-t_._.. Address:/ vf..±4„ *uf,&..t Address:2,7_z2..._/5 _/VS_..___._._._._ State:. .VA- —Zip: 9fln_/ State: 44- Zip: 9eo i Phone:..3Go.__.2_41 ef:D3___ -- Col it1 act 01s Liceuse:/yc LQn , ' I'litn1C:y 1 S Jzy.Zn& . __ .-_..—__.___. Have Utilities Been Notified? Describe Work & Tools To Be Used. How Will Materials Be Disposed? 1 Water Dept.: es No . (/— US 1 riatii----_.---- - —. Electric: Yes No . 6XCA-vt ... . -_ - . Cable: Yes No —_.._._..._ 7� kS -/._ _SC _se eel — I Gas: Yes No Phone: Yes No -- BARRICADES TO HI; PROVIDED FOR Punta: PROTECTION, AREA MUST RE ROPED d'CTION . .- ( pplK iiii s or Agent'8 Signature) ASBESTOS WARNING Wreathing asbestos is hazardous to your health. Refine starling a renovation or demolition project, survey for Ii iable asbestos materials. Notify Northwest Air Pollution Authority prior to asbestos removal or containment 701 Pioneer Bldg., MI. Vernon,WA 98273. (360)428-1617 Fire Department Approval _ p arshaq - Date:a-/7- 9g h+ i Police Dept. Notification: ` Date: Public Works Dept: _ 3- peep .. etfric 4-s-Vetr—Date:-2 "-/7- 9 (Spn ti(i:n retl) (:U1 lmleni s: ulf_i___--___________'"`" -- -- pDR v THIS PERMIT TO BE DISPLAYED AS REQUIRED • `T Otr G Ib Ewer No • " iler ANACORTES FIRE DEPARTMENT 1891 +4 C Os SPECIAL PURPOSE PERMIT In accordance with the Uniform Fire Code,Article 4,Section 4.101, and the provisions of the Fire Prevention Ordinance adopted by the City of Anacortes,Washington, this permit is hereby granted I/" l for s er V e ic- te . LOCATION CONUUC FED BY Address _-o LQ�� �[��-mot /� Company Name � n.4'.... - ati‘ C �^ I -/ Telephone t - 8.35- V 2/e Telephone Business Addressa'��9 / S ..a�L�.� ,✓ �', Owner PP, 9en-, d-. fLvY...t p�/ , C...'c, ISO :2- fr 4/ CONDrnoNS/RESTRICITONS ( % l�O ( .v T e�.es (s) P P � � . , :� � & n �► u' ,ems 4) - l Iae-ev This permit is issuedcondition of compliance with all Fire Codes and Ordinances as adopted and any conditions listed above. Signature of Requestor i t Riefr,e Signature of Fire Officer issue Dare a-/7-993 .3—�-5'e Expiration Date ////A11\y//j//r 1 I u� `Y wy 5 - ...case /3¢bi `v 3x3C°o ,�L c7G'_ 9,- 4 LI usfII pp/2_l . i! o i _, J3 or' I x2.coousr a ill? 1 'y o i Vri-frf 11 / Doze-14 <000e/ eaort,jsl-do0Ieik —___________.. Aopirirvk,.___i_------- - - 1 /PINS _sso oGQN Lf-r-re V f 4 BUILDING PERMIT CITY OF ANACORTES PERMIT NO. : BLD92-0336 P.O. BOX 547 APPLIED: 12/01/92 ANACORTES, WA 98221 ISSUED: 12/07/92 (206) 293-1901 EXPIRES: 12/07/93 SITE ADDRESS: 202 U AVE ASSESSOR'S PARCEL NO. : 3772-288-020-0005 PROJECT DESCRIPTION: Install sewer line from wyman's building to city manhole. — OWNER — CONTRACTOR — LENDER WYMAN'S MARINA/PORT OF ANACORT QUANTUM CONSTRUCTION, INC P.O. BOX 297 P.O. BOX 998 ANACORTES WA 98221 ANACORTES WA 98221 293-3134 293-0656 QUANTC1166DF TYPE OF WORK 'ADD AREA (sf) VALU. . . $: 0 TYPE OF USE •COM LOT • 0 REQUIRED SETBACKS---- CENSUS CATEGORY '999 1ST FLR • 0 FRONT • 0 ft ZONING 2ND FLR • 0 SIDE • 0 ft :2 BASEMENT • 0 REAR • 0 ft OCCUPANCY GROUP GAR/CARPORT. . . : 0 REQUIRED PARKING-- :? :2 : 7 :7 OTHER 0 TOTAL • 0 TYPE OF CONSTRUCTION HANDICAPPED: 0 :7 :7 :7 : ? NUMBER OF UNITS • 0 COMPACT • 0 OCCUPANT LOAD STORIES • 0 IMPRV SURF. : 0 sf . 0: 0: 0: 0: BUILDING HEIGHT. : 0 ft — FEES — NOTES Code Amount---- By- Date---- Receipt SEWR $ 2972.00 MG 12/07/92 45820 INSP $ 25.00 MG 12/07/92 45820 TOTAL $ 2997. 00 I hereby 9 acknowled a that 1 have read this permit and state that the above information is correct, and agree to comply with all ordinances and laws regulating activities covered by this permit. Issued by Applicant' or Owner's Signature 24 Hour Notice Required For All Inspections bld_prmt, Rev: 06/11/92 A PLUMBING PERMIT CITY OF ANACORTES PERMIT NO. : PLM92-0098 P.O. BOX 547 APPLIED: 12/01/92 ANACORTES, WA 98221 ISSUED: 12/07/92 (206) 293-1901 EXPIRES: 12/07/93 SITE ADDRESS: 202 U AVE ASSESSOR' S PARCEL NO. : 3772-288-020-0005 PROJECT DESCRIPTION: Install sewer line from Wyman' s building to city sewer per approved plans. — OWNER CONTRACTOR WYMAN'S MARINA/PORT OF ANACORT QUANTUM CONSTRUCTION, INC P.O. BOX 297 P.O. BOX 998 ANACORTES WA 98221 ANACORTES WA 98221 293-3134 293-0656 QUANTCI166DF TYPE OF WORK •ADD KIT SINKS W/DISP: 0 WTR PIPING/TREAT: 0 TYPE OF USE •COM WASHING MACHINES: 0 HOSE BIBBS • 0 ELEC WTR HEATERS: 0 GREASE TRAPS • 0 WATER CLOSETS. . . : 0 LAUNDRY TRAYS. . . : 0 ADD'L FIXTURES. . : 0 BATH TUBS • 0 URINALS • 0 SHOWERS • 0 WASTE INTERCEPT. : 0 DISHWASHERS • 0 DRINKING FOUNT. . : 0 LAVATORIES • 0 FLOOR DRAINS • 0 — FEES — NOTES Code Amount---- By- Date---- Receipt PRMT $ 20. 00 MG 12/07/92 45820 MISC $ 7. 00 MG 12/07/92 45820 TOTAL 27. 00 I hereby acknowLedge that I have read this permit and state the above information is correct, and agree to comply with all ordinances and laws regulating activities covered by this permit. Issued by Applicant or Owner' s Signature 24 Hour Notice Required For All Inspections plm_prmt, Rev: 06/11/92 • NON-RESIDENTIAL HOOK-UP CHARGES PREPARED FOR: WYMAN'S MARINA C/O PORT OF ANACORTES ANACORTES. WA. PREPARED BY: DAVID M. FORD CITY OF ANACORTES, WASHINGTON Based on the assumptions and methodology set-out on Attachment "A", the hook-up charge has been set at: $ 2972 -24�" David Ford, Publ . WoyAcs Director Approved by: f-t-d Ailtta ) Doyl Geer, Mayor cc: Mr. Ed Frank, Building Inspector 293-5173 BUILDING DEPARTMENT 904-6th Street 24 Hrs. Notice Requested PERMIT APPLICATION Anacortes. M 98221 a .. a Naar (or Nave of Ratites) MPIQNr cairn Tiffs KM maw wave mei ICR Mop. G/I(1rlaagJ.1 Amen 4 /Pot,- of 4ggcA.e ry S weal ass mart Mat se ArPLlatms. ladling Basra. g209-':ct'Ave / Bolos .747 p land aAq Ieptat pier ND. 're of Fixture or Item VW vmcdt/rs I tfi J/3"/ Nam (Toilet) 3 x.. Lvo,Meof to.i,coT efAOJr Lavatory � Basin) '�' amres. I I 4 0 3 00. /ear$ r tatter Sap a Burp. City Telephre Nutter Dishasher I MT Van 734.-f7T/ tarty Tra Na. -- CJLii4afua4 COatftvtTfdwf zsvc-. - - - - _ - -----------' -- City Tambov Nutter Auaxe2P.re Z. j9> -oo CC* __, Stab Licata enter , � 0 4 c.& AUTOS/ Dr t - .¢ Aw.. -4-o Of�(y/e) as T . residential Balish Plurti g ,.-. - O ._- rCreeeci.l Moving mechanical ata..S - 7/.4 NA" -At net a Ian-Cmewrcisl Sp P 1 ,el - - Pee Alter Sign Peptic l��P� /i_. Pour legal Description of Property (Stow Solar or Attach ta Copies) `-c . . �V S— - - fat Block of AUOApia I<J - 703.fo-0-4,081-000' �..j.��..._._.--. -: y....-r.:-:-a s:«: : Y in- 18l-d?O-eon" ._- ,d. tit- .y . - . .. 37eY2.n-0 6-cIo ' •- 1771- 7-t9- too - veal ,i_ .s.ct_ - �I Nature of Mlrat ••:- %o.wSf:P'LL Serw'eeAB- L.s./c non - , . - __ ertzzNS Ru•LOiJ6 To cart 4AtJ.*L-t ' �( . � ��, —� P+R Da S1Lee �Cul a- tell r- e7S ,Iona t (k...a 9daw..[> 0 7_ m d Ibis peat taunts non and void if task or construction authorised is @LO ' a" c AL 72_(l S li not co enced within 1$0 days.or if construction or acrk is empa-ed d-t,� �! �,/7tQyMS. or steads!fora period of ISO days at any tire after writ is Con } recta. I hereby certify that I have read and Aaained this applies- t fire ad lamthe Cie In be true ad Cerra t.AU provisions of Jae $ trlOwJ A4.. . 1 tee to if.- . and ordinances coveting this type of vetbe will =plied with - vlaeurr madfied herein or at t granting of a permit does at pre-; I sues m gice authority m violate tr cancel the pertonr of any ester- D r1,Iear_ 7)t SG F rats or Ices( lac regulating construction or the perforaare of coca- --- — - SC=of r Agent //?S Moats)W r � !ittecept 6H1TKtb NO NNW PmM5 `tett be LIMP CM days.) PFR4r $ IOfAL IBB p Sib Yard Settert Street Setback Parr Yard Setts* APPA'BmBI S TOR MIA Pune FEES Nee Ices lot Area record Site loatheI Yes Itt Buiddig 8 ins of Cent. Occupancy Group lib.of Dialling Bib b-nom Sim of S1dg.Sg-eat. Carp:t • Max.Coe. Wed Plrnbing a M.S. • ard Sear Cone. Asap. Lon Garage Pine Sprttklar.Beg'd. meal 1st _Yes Po • Bat Piro PlaoelAtart ttod Stove - Plan Oadt Pee • I ' Dedc Cdeey ]erred Mt State Aea.y a Coat ails WOOd.