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HomeMy WebLinkAboutComment Letter Page 1 of 3 February 3, 2020 To: Port of Anacortes 100 Commercial Ave Anacortes, WA 98221 Kevin.anderson@portofanacortes.com RE: Pre Application Conference Pre-2020-0001– Quiet Cove, Clean-up action A preapplication meeting for the above-referenced proposal was held on January 21, 2019. The following comments are provided: PLANNING, COMMUNITY & ECONOMIC DEVELOPMENT: General 1. The proposed cleanup action will be conducted under Agreed Order (No. DE11346) with the Department of Ecology within the authority of the state Model Toxics Co ntrol Act. The proposed action is exempt from procedural requirements of state and local permits that would otherwise be required under RCW 70.105D.090. Zoning Designation 2. The property is split zoned MS and LM; the Land Use designation in the Comprehensive Plan is Manufacturing and Shipping and Light Manufacturing. Anacortes Planning, Community & Economic Development Dept. Permit Center P.O. Box 547, Anacortes, WA 98221-0547 PH (360) 299-1984 Don Measamer, Director of Planning, Community and Economic Development FAX (360) 293-1938 Page 2 of 3 Stormwater 3. Per AMC 19.76.050, the applicant must locate and design all buildings, streets and pathways, parking areas, and utilities easements to promote public safety, ensure compatibility of uses, minimize effective impervious surface, preserve native vegetation, and complement predevelopment site characteristics such as topography, soils, hydrology, and other natural features. Please review this and integrate applicable items into your plans. 4. Please review AMC 19.76.060 regarding stormwater facility location, dedication, modification during construction, maintenance plans, and plat notes. There are applicable standards that will need to be integrated into plans. 5. Please review AMC 19.76.070 regarding general conveyance requirements, easements, tracts, covenants and integrate applicable items into your plans. SANITATION DEPARTMENT: 6. All good from Solid Waste. WATER DEPARTMENT: 7. No concerns. FIRE DEPARTMENT: 8. No fire issues. PARKS DEPARTMENT: 9. No concerns. PUBLIC WORKS DEPARTMENT: 10. See attached comments from Steve Lange Review Process & Submittal Requirements 11. Based on the project description and information provided, the following application types/processes appear to be required (see AMC Table 19.20.030-1):  Shoreline Substantial Development  Grade & Fill w/ Stormwater Review  Demolitions Permit  ROW Permit  SEPA Determination 12. The proposed action is exempt from procedural requirements of state and local permits that would otherwise be required under RCW 70.105D.090. Therefore the City is waiving all permits except that, for project tracking and fee invoicing purposes by the City, the Port shall submit the master land use and clear and grade application forms but there will be no review time or approvals necessary. 13. Conditions required: Page 3 of 3 o There shall be an onsite preconstruction meeting prior to the start of work. o All Right of Way work, sidewalk closures, and traffic revisions, and inspections shall be coordinated with Justin Symonds, Public Works. o Contamination in the 2nd Street Right of Way shall be addressed with application of bioremediation material at the time of back fill, or a written commitment to remedial action of remaining contamination in the future. o The site including sidewalk, curb, parking strip, plantings and City Right of Way shall be fully restored to preconstruction conditions. o Lighting, dust control, and all erosion control measures shall be implemented during the project. o Noise escapement shall be controlled. Construction should occur during normal working hours (Monday through Friday, 8AM to 5PM). The project shall comply with environmental noise standards set by the State of Washington, WAC 173-60. Fees 14. Land use permit application fees will be exempt. Based on the information provided in the pre- application submittal, the following fees are applicable:  Engineering Plan Review and Construction Inspection Fees (2% + $500) Please note that these comments are preliminary in nature and subject to change based on information that is more detailed and future changes to the development regulations. If you have any questions, please feel free to contact me at (360) 588-8234 or by email at tessc@cityofanacortes.org. Sincerely, Tess Cooper Associate Planner ANACORTI:S PUBIC Steven Lange, Project Manager P.O. BOX 547, ANACORTES, WA 98221 E-MAIL: stevel©cityofanacortes.org PW's DRG Memo FIKS D t.PA FtTMENT PH(360) 293-1920 FAX(360) 293-1938 Date: January 16, 2020 To: Tess Cooper (Associate Planner) and Libby Grage (Planning Manager) From: Steven Lange Subject' DRG Memo (P55354, P55358 and P55359) cc: Don Measamer, Eric Shjarback, Libby Grage The Public Works Engineering reviewed the submitted documentation for the January 21, 2020 Development Review Group Meeting. Below are the findings and recommendations: Applicant Questions: 1. Does the list of anticipated City of Anacortes permits appear to be complete? Response: s Verify with the Planning Department. a Public Works will required Engineering Plan Review and Construction Inspection Fees to be paid (2%+$500.00). • Right -of -Way Permit. Contact Justin Symonds (PW Inspector). 2 Does the City of Anacortes plan to install\repair\inspect any utilities or other infrastructure while the construction phase of the project is underway? Response: Anticipate inspection of proposed new utilities being installed by this project. No inspection planned for any existing facilities. Unless exposed by this project. 3. The current plan calls for partial closure City sidewalks and one lane of 0 Avenue, will it be necessary to post these closures in advance? Response: Project will submit a Traffic Control Plan and Pedestrian Route Plan prior to construction start for acceptance by the City of Anacortes City Engineer. 4. Are there an additional conditions that City design team anticipates for this project? Response: ® Project will need to submit a Storm Drainage Report. Utilize the Applicability Flow -Chart for Redevelopment to determine what Minimum Requirements are triggered. Projects that trigger Minimum Requirements I through 9 are subject to 3rd Party review and paid for by the applicant. ® Public Works anticipates the clean up to extend into 2nd Street since the site contamination extends into the Public Right -of -Way. Civil Plans (90% Plans): 1. See notes on the attached plans. 2. Project will be reviewed in further detail when a complete submittal is provided. Thanks, Enclosed: 90% Civil Plans 2019 - 10:57 0 I— U 0 Z 0 0 4 t U H 0 UJ IL 0 O r H 0 >- a J rn .1; 0 0 W W 0) w 0 0 u a F x rn 0 0 z a W J C.) P:15\51470241CAD\071DESIGN -rI N\ 52,„ CLAL.AI.1 JEFFERSON GRAYS HARBOR SAN JUAN THURSTON I LEWIS PROJECT SITE LAT: 48.520556N LONG: 122 615556W WHATCOM SKAGIT SNOHOMISH KING PIERCE SKAMANIA STATE MAP NOT TO SCALE KITTITAS YAKIMA OKANOGAN GRANT BENTON PORT DIET CoV FERRY LINCOLN ADAMS FRANKLIN STEVENS J COLUMBIA 11 WALLA WALLA e:N11113 PEND ORIELLE SPOKANE WHITMAN ASOTIN D C G civil structural I; q i ! r i I ;s1 m .a Anacortes I ;-lgrnst i -� - S Shore Dr — Q _ cc a.--- fin-... ..1 1- S�' 14Th S_-I..._ i � --. J I-- z E 13Th Str .. A---14Th �St d fit—...a...-.Q....I�—�..14Th Si- I 1---16Th St - I6Th- "` 17Th Guemes Channel 7w W (0 z ' i { I Glel I F ANACORTES NTER MMC T PROJECT# ENV-08 i SECTION 13, TOWNSHIP 35N, RANGE 01 E I I /. --GlencoeLn_-._ 4h� O¶0 SSa I PROJECT SITE LAT: 48.520556N LONG: 122.615556W t 3 $ Sty-1 Q. a • iRd �1 __I. _ �__ 4Th•sl.._. .... _--h- --I 1 I6Th St-E--�o--i _,1 STh SI -- --STh•St'-• I I I i Ca r a _I--r�_�_-I--}--{7Thst_i .a _� '�yA-_7ThSF. -�-�.13Th St--�-..•t i � t 'J ..f •�- —t-' 9Th Srt � --� 0 20 St Skagit County --- --1Ths1- _ 1 Ist— ` l ` ;� —11I7Th t" I ,--a18Th;St_4` 4 I sSoafarers Way I { 21st5t -N I I I I I I--21StStI-•-S. {—J2Ndast -- -4-1 14--22Nd Star 3 3 2 1 Fr r 1 --„"_W'-23RdSt• ro g,-23RdSl- I —t I_ zarh sl — I - - -- --r -•24Th st--g -26Th'St- 25Th 1.1 4• I _ I t •4. J I r— ' — I .- 26Th'sl•}--1 a $ I I a, i-L2bfh5t f'.--� � I �S- r� S I d 28Th st t I I h- NO. DATE BY r✓- 1 -25Th-St--� VICINITY MAP SCALE: 1 "=1500' GRAPHIC SCALE 1500 REVISION 0 1500 FEET 1 Fldalgo Bay 1,- ON CLEANUP .\ 4 ey - 0 -AA.) R-P---nn I la SL1 nt-Vakr-6 ?cn4-11/4) f2� A-.t--ln I NS4 1Z b1 Sa SHEET INDEX: n 0 2 2020 tl ` F f 4 yr ; , 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 11.0 12.0 13.0 14.0 15.0 16.0 COVER SHEET LEGEND, GENERAL NOTES, AND SURVEY CONTROLS EXISTING SITE CONDITIONS PROJECT OVERVIEW PROJECT OVERVIEW PHOTOS tcfstrir, V h)tt • Seta SITE ACCESS PLAN C 'Kai TEMPORARY EROSION AND SEDIMENT CONTROL (TESL) PLAN TEMPORARY EROSION AND SEDIMENT CONTROL (TESL) DETAILS DEMOLITION PLAN DEMOLITION DETAILS REMEDIAL EXCAVATION PLAN REMEDIAL EXCAVATION SECTIONS BACKFILLING DETAILS SITE GRADING AND RESTORATION PLAN SITE GRADING NOTES AND DETAILS SITE RESTORATION DETAILS E+ -t eis TQ 3'ttoor Is cue- eca. greThas. uSE ct um, c 1- Pa 2J' ct «'Q -`5 .r CONTACTS: aS PORT OF ANACORTES BRAD TESCH 100 COMMERCIAL AVENUE ANACORTES, WA 98221 (360) 299-1830 brad.tesch©portofonacortes.corn ENVIRONMENTAL ENGINEER GEOENGINEERS, INC. BRIAN TRACY, PE 2101 4TH AVENUE, SUITE 950 SEATTLE, WA 98121 (206) 239-3250 btracy©geoengineers.com CIVIL ENGINEER DAVIDO CONSULTING GROUP, INC. DANNY OCHOA, PE 1796 E MAIN STREET, SUITE 105 FREELAND, WA 98249 (360) 331-4131 x204 danny@dcgengr.com PORT OF ANACORTES QUIET COVE INTERIM ACTION CLEANUP PROJECT# ENV-08 COVER SHEET DRAWN: DESIGN: BT CHECKED: J M H SHEET NO. PROJECT-- NO.S14702407 SCALE: AS NOTED DATE: 10/02/ 19 1.0 O GN - NOT FOR CONSTRUCT • 2019 - 10:57 P:1515147024\CAD\07\DESIGN [IA CLEANUP]\ROO\SHT_02 [LEGEND AND NOTES].DWG\TAB:LAYOUTI MODIFIED BY TMICHAUD ON OCT 01, SD SS SD 0 O T G p OHP SS SO N -6- G P OHP 10 T CHWM LEGEN PARCEL BOUNDARIES PORT OF ANACORTES PROPERTIES EXISTING EXISTING EXISTING MONITORING WELL PROPERTY LINE STORM DRAIN AT QUIET COVE SITE EXISTING TYPE 2 CB EXISTING TYPE 1 CB EXISTING SANITARY SEWER EXISTING SANITARY MANHOLE EXISTING WATERLINE EXISTING WATER VALVE EXISTING FIRE HYDRANT EXISTING GAS LINE EXISTING POWERLINE POWER METER EXISTING OVERHEAD POWER EXISTING TELEPHONE EXISTING FENCELINE EXISTING EDGE OF ASPHALT EXISTING CURB & GUTTER EXISTING CONTOUR ORDINARY HIGH WATER MARK (OHWM) MEAN HIGHER HIGH WATER (MHHW) MEAN LOWER LOW WATER (MLLW) NO. DATE BY REVISION SH SECTION DESIGNATION SHEET LOCATED ON SECTION EET SYMBSLS DETAIL PHOTOGRAPH IDENTIFICATION SHEET LOCATED ON PHOTOGRAPH SURVEY CONTROL DETAIL DESIGNATION SHEET LOCATED ON DIRECTION OF CROSS-SECTION DIRECTION OF PHOTOGRAPH 1. PRE -CONSTRUCTION TOPOGRAPHIC SURVEY COMPLETED BY SOUND DEVELOPMENT MAY 2019 WAS USED AS BASIS FOR THE DESIGN DRAWINGS. 2. HORIZONTAL DATUM: WASHINGTON STATE PLANE, NORTH ZONE, NORTH AMERICAN (NAD83). 3. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88). 4. UNIT: U.S. FEET. CP-1 ►+ SURVEY CONTROL POINT C P-1 N=559721.59' E=1208900.59' ELEV.=12.136' CP-2 N=559425.73` E=1208890.84' ELEV.=20.375' GROUP DATUM PORT OF ANA-CORTES QUIET COVE INTERIM ACTION CLEANUP PROJECT# ENV-08 DATED 1983 LEGEND, GENERAL NOTES AND SURVEY CONTROLS DRAWN: Tim - DESIGN: BT CHECKED: JMH SHEET NO. PROJECT NO.514702407 SCALE: AS NOTED DATE: 10/02/19 90% DESIGN - NOT FOR CONSTRUCTION • • • I 2019 - 10:59 P:15151470241CAD107\DESIGN [IA CLEANUP]\ROO\SHT_03 [EXISTING SITE CONDITIONS].DWG\TAB:LAYOUTI MODIFIED BY TMICHAUD ON OCT Olt \, • • • I �/' • • ' is /• i l/ I ' es I �/ ♦ • • / • I // I • • I /I / .../ / ♦/ • %/ I' /I • `/ / / / ♦ ; // / / I I ; j ' // j / ; ; ' I ,' •; •; / // / / / / % l• • ♦ I / /'• / // I I / / ' elre 1 / /!/ % ` ' / //" / I I. / / / • / • / / // ; /• • I' lI / / //` / il // ./ / I/ / ,zee I • • • ♦• •/• / / / / .tom, i // / J / •i ; •; ` ; • ` ' i i1 • / �/'• c h v' ,� /•or • • • IN • /,• • • `, '� ../• `' / � / / ; / ; / .I ` I/ % / ' I `I• I ! '/ I , I • / / •• + re 4 Fee / • • • • / / , V , • , / • • • / / i' / ' ,' / ; ` /' • /' ; ` /' ram• /' / / f /' • • lee I • '' ,' / / ,' ;' ;'` ; • ' • ,.• / •es, ' -•• /' / ' �i / I I / /' �•. • �. ..TILE (Th' I I / I I ---' / / 1 I CONCRETE PARKING PAD FOR PUBLIC PARK I—' • , !/,. '• II •' ••--�- ,• ' •"` • '`' ••/ I I/ I., \\ I•\ t keeek rtl • • • • �; ' ,' STORMTEC VAULT RIMy12.30'. • • EOENGINEERS ASPHALT 14.1 AcC - MW-1' / P55355 (PORT) ,-'° ' GAS SHUT • •FF VALVE • STORM MANHOLE RIM =12.93' IEN&S=8.53' VAULT CB RIM =12.18 IEW=9.38' SOURCE -OUTLET UNKNOWN • • • •' \ Isr CONCRETE BARRIER • • ♦ \ \ I CJ1 ' I , ' 1 I j ' , I I , \ l , :II:-- 1 — \ /' -- \• ,,- or — =�-_ - r_--_ I , I ;` 3 �' r ' / I / Iiir i 1 IS,_ POWER VAULT 441111111111 STORM MANHOLE RIM=12.18' IEN,E=6.76' CB RIM = 12.40' IEE=10.5' M W-2 CONCRETE WALL STORM CB RIM=12.34' IES=11.14' RETAINING WALL • • P55357 (NOT PORT OWNED) DATE BY S IS Se Marano 1 GRAVEL FIN FLOOR = 1529' _ — I STORM CB ASPHALT FULL OF SILT 9 n' ■ • \\ I • • i STORMTECH t , VAULT ' MW-7 I I I ,L I 11' I i1111111 • I I I I I I I 4 - . • SIDEvi/ CJA '.[•.'' • .: ... 71 4- Existing Warehouse/ Office Building FIN FLOOR-12.83' BUILDING • M SS -- Existing Warehouse Building C'^-pair.• GRAVEL STORM MANHOLE RIM=12.18' IES,W&E=10.03' 2nd STREETly-G _- IE6'PVC =10.84'� MW-12 • • Tor CONCRETE STORM CB STORM CB RIM 1229 P55354 WALL (1$ STORM CB RIM 13.12' P55358 (PORT) CONCRETE RETAINING WALL 3rd STREET ASPHALT EXISTING SITE CONDITIONS GRAPHIC SCALE 30 30 REVISION FEET RETAINING WALL At CONCRETE I I T1 o • I • • , J. VEL • Sim ir • • • 1/0 DI • • I Cs q,A1111 It, ASPI1A7 Cr 101 .41 „opt 4. • • 4.4 • III • • SO dk • 0 lirL. 31 414 • • • Nit • • • SEVER MANHOLE • • STORM MANHOLE SEWER MANHOLE FLAG POLE STORM MANHOLE IE CAR PARKED ON STORM MANHOLE STORM MANHOLE STORM MANHOLE RIM 12.44' STORM MANHOLE STORM MANHOLE IE W 10.96' SEWER MANHOLE SEWER MANHOLE RIM xi 15.9V • • • • • • WATER • MANHOLE PORT OF ANACORTES QUIET COVE INTERIM ACTION CLEANUP PROJECT# ENV-08 EXISTING SITE CONDITIONS DRAWN: -Li M DESIGN: BT CHECKED: JNAH SHEET NO. 3.0 0 CO n CO 0 cn • I 0 N 0 N 0 Z 2 0 _ a U I- H r O w IL E F 0 } Q J m I- 0 C ww 5 a w O I a w a) 0 IY 144 44 0 I F r U) 0 0 lx / z a w -J U P:\5\5147024\CAD\07\DESIGN MW-8 ,-7 If.44 /11 / it • I / I r / - .1 44 i i i J I 1 , , / - ' : / /, ,+ ,i11;1• ; \\ if I At I IIiI' of • • • j % )' i i r % i I I/ • l• i i -s `` �' r '•'' f 11I 1 ` /f • j ' i '' .1 ; / +1 • ,: Ii / % ' I I 1 ,+' [J1 \1\ • /di. II )/ ,4.+,• 1 , • le /• • , • i re ; ' I -` /' , �' �' �+ r' �'' /-' ; ` �' ; '` • it 1 MW-� 4-0 ' ,• ;' `,h�) • ,� � „IS) �� 44 • ;• ' • ;• ;` - - , / - , I / , t e to I • • ed lit ea It • a Mai a Idle 00 Co CD IMO 1111111 eA r•,' /'• ' / ' ,• , , ,• -II • r • 11. CURTIS WHARF J , , . 1 I, I \ / J / ' / /41W.12 Ap !' ,/ ' ' / ' f109 I / / 1 1 • • eeI J et • I 'If ee p , t___ • 119. dei Agtikl def r. co • ,,tee• • 5.0 .a..4. `-' '' -/r'r I / 'I I`•• , - ri w`1/'`I i p '• 04 � 10 11 1 • • • • ,. / 'Y / 1.111 IC • eee • el i • •,.» Ater " b ,t. ft 1.1 jr.ser.i.;* fP 44., tid., / / I ` - ..../,1 i -.. J l ,r _../ Jl; /\ I I♦I ♦^-+ rI1--,'I r , • : ,, ,- I: I ,I' rr1,I'•---�. 1 , ♦ , I , ;:`___- 1 •/: - i\I. 'II 'F II N11. 1. I \ I t \,, 1.• tao 0I tl pe0- 0 EOENGINEERLO I I I 1 i------------------------------ 4.. w'R. :4 =+. PROJECT OVERVIEW SCALE: 1 "=30' • K / A W-7 2nd STREI'' 4 POWEK% '-r.. TELEPHONE POLE - M SD-'2' - MW-11-- SD-8+ GRAPHIC SCALE FEET DATE BY 0. L - 7gi1 1 I I I 7 , I t 1 I I 1 I I I 1 1 1 1 CP-1 0 • 1 I r I I 1 I r I r • ! I I, I II I• 11 II 1 I I I • I 0 - I {}`may t . s "ac r -'r I ` . I d e: 2evl .o 0 ,- or- 1 Ii. Is 0 1 -' IC76_ �g 5.o I Q - I'-"\ ,, i„„___ i :, ... 1 •-MVU t+ 0+_. ESTIMATED URARS OF REMEDIAL EXCAVATION ._->- -__; '• ;o 1 a ✓ , S. ---"'" ea. at .REVISION \ r ,,'1 .14 . 7'• / ' C. • _ 1 I I t 'j8 1 ' 1 I• 1t 1 ,• , •"`� I i > I i 1,y `\ , a 1 CP-2 co I I • • LEGEND ---0 0 0 MW-1 10 CP-1 APPROXIMATE LOCATION OF PERIMETER SITE SECURITY FENCE EXISTING MONITORING WELL LOCATION ESTIMATED LIMITS OF REMEDIAL EXCAVATION DEMOLISH EXISTING BUILDING STRUCTURES EXISTING RETAINING WALL, SIDEWALK, CURB/GUTTER AND LANDSCAPING TO BE DEMOLISHED AND RECONSTRUCTED EXISTING CONTOUR SURVEY CONTROL POINT PROJECT SUMMARY 1. IMPLEMENT TEMPORARY SITE CONTROLS INCLUDING SITE SECURITY, TEMPORARY TRAFFIC CONTROLS AND TEMPORARY EROSION AND SEDIMENT CONTROLS. SITE WILL BE CLOSED TO THE PUBLIC DURING CONSTRUCTION ACTIVITIES. 2. PERFORM UTILITY LOCATE PRIOR TO EARTH DISTURBING ACTIVITIES. 3. PERFORM HAZARDOUS MATERIALS ABATEMENT FOR EXISTING BUILDINGS IN ACCORDANCE WITH REGULATORY REQUIREMENTS 4. DISCONNECT AND DEMOLISH UTILITIES SERVICING EXISITING BUILDINGS INCLUDING POWER/TELEP HONE POLE ON THE SITE ADJACENT TO 2ND STREET. 5. DEMOLISH AND DISPOSE OF EXISTING BUILDINGS. 6. DECOMMISSION/PROTECT EXISTING MONITORING WELLS AS SPECIFIED. 7. DEMOLISH EXISTING CONCRETE SURFACE, RETAINING WALL AND SIDEWALK WITHIN EXCAVATION AREA. 8. DEMOLISH OR PROTECT -IN -PLACE UTILITIES WITHIN THE EXCAVATION AREA AS SPECIFIED. 9. PROTECT -IN -PLACE OR TEMPORARILY RELOCATE TELEPHONE POLE ADJACENT TO EXCAVATION ON 0 AVENUE. 10. PERFORM REMEDIAL EXCAVATION AS DIRECTED BY THE OWNER OR OWNER'S REPRESENTATIVE. 11. PERFORM DEWATERING, COLLECTION, STORAGE, TREATMENT AND DISPOSAL (IF REQUIRED) FOR THE OWNER OR OWNER'S REPRESENTATIVE TO COLLECT REQUIRED CONFIRMATION SOIL SAMPLES. 12. STOCKPILE OVERBURDEN ONSITE FOR REUSE CHARACTERIZATION. 13. TRANSPORT AND DISPOSE EXCAVATED OVERBURDEN UNSUITABLE FOR REUSE TO AN OWNER APPROVED FACILITY. 14. SURVEY TO DOCUMENT THE FINAL LIMITS OF OVERBURDEN EXCAVATION. 15. TRANSPORT AND DISPOSE EXCAVATED CONTAMINATED MATERIAL TO AN OWNER AND ECOLOGY APPROVED PERMITTED LANDFILL. 16. SURVEY TO DOCUMENT THE FINAL LIMITS OF REMEDIAL EXCAVATION. 17. PLACE AND COMPACT SUITABLE OVERBURDEN MATERIAL. 18. IMPORT, PLACE AND COMPACT BACKFILL MATERIAL. PERFORM FINISH GRADING TO MEET DESIGN FINISH GRADES. 19. RESTORE STORMWATER PIPES AND CATCH BASINS AS SPECIFIED. 20. RESTORE SITE FEATURES INCLUDING SURFACING, SIDEWALK, CURB, GUTTER AND LANDSCAPING. 21. SURVEY TO CONFIRM GRADING MEETS DESIGN FINISH GRADES. 22. PERFORM POST -CONSTRUCTION SURVEYING USING A PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE OF WASHINGTON TO RECORD FINAL AS -BUILT SURFACES AND FEATURES OF THE SITE. PROJECT WORK HOURS ALLOWABLE WORK HOURS ARE 7:00AM - 7:00PM, MONDAY THROUGH FRIDAY. WEEKEND, NIGHT AND HOLIDAY WORK SHALL NOT BE PERMITTED UNLESS APPROVED IN WRITING BY THE OWNER. PORT OF ANACORTES QUIET COVE INTERIM ACTION CLEANUP PROJECT# ENV 08 PROJECT OVERVIEW DRAWN: TJNI DESIGN: BT CHECKED: J M H SHEET NO. PROJECT NO:514702407 SCALE: AS NOTED DATE: 10/02/19 4.0 GN - NOT FOR CONSTRUCTION P:\5\5147024\CAD\OT\DESIGN [IA CLEANUP]\ROO\SHT_05 [PROJECT OVERVIEW PHOTOS].DWG\TAB•LAYOUTI MODIFIED BY TMICHAUD ON OCT Oil 2019 - 11:05 CO rn rn 0 • PROJECT OVERVIEW PHOTOS 80-AND #lo('CMId H V1 :03NO3H3 C C Fn I n o -o <0 m-u Z o illm 70> D An n0 O -I Zrn O) r Fri D Z C a -PROJECT NO.514702407 ��•�. 1.41:0170WrcrvJef:v[lif Ira I 90% DESIGN - NOT FOR CONSTRUCTION K) 110 o• 0 N 0 0 z z 0 0 4 Y C-) I- r m a W it a 0 r 0 -J di cD 0 z a J a.. cn co a W I— In •0 C 0 0 T. a w J U P:\515147024\CAD107\DEs1GN I ♦ ,, 1 I `• 1` .1 I, •ea / I !• 1 el • j + • ',� ,, i' rl 11,l. II\Ii\I • 1 1 , t 1,I/ I /' i' /' '' +t \\I11 Itj\I , / e +,IY,• • ;• l� ! / ; ,• ' ; / •• ; i I. I / I r / / ! i I I i 1 / / /' ! • ' I I II I .riI / !1 '• ` i I/ I'/ i r' • 11 1 1 1 1 /• ♦ % 11 1 ;' ; ' ADJACENT BUSINESSES .r) ...7‘. I ; ; ;' ;' ;' BE ALLOWED ACCESS FC".!' ! : ' I; ; �f r DURATION OF CONSTRUCTION ,•? 1 a ' ___ • i• ---- -, N. ! \• r /•/ • /' / ' ''• de 1.• • • • I r , , i ; , , / O, �r \\ /-- i I / i + •' I' / Ire '� .• sot • • r , re / 1 ,• - ,' w. J ,; , f , 0.0 • 1 if .7 I..• j •i• / ,,' r ' ' ,r' /' • • • • I ,• , ,+' -, • i , , , i' ' ' ' I Si::: • ;I� 1.70 • • • ' I• • ' / / ,++'te • it , / /� or , • ,+ eer ,w' ,/ i ,I I -, / ,% • '-` ';,'f ;/ - o �t • • til et ;Ile c rJ / : I - I re ,• P L / . I eelre ri ki /,' PEDESTRIAN PATH.777 ; ' o / � t • -- .-' ! TO BE CLOSED s• y 0. re ;' /• r• , 77 ' f `b CONTRACTOR e eon • ' r 4�STAGING AREA: r'' -•- ' I 1 ,-! , 1' • i '-tir f / "' --' '� - ♦ - .', i 1 / i - '• ,,r 11, /, yG • V . b, :. P4.+. .I I. • " r' '.. b'4 • `- .` ,S ; 6 �y1 ;7�• w-• - NGLI EERS • e 1 1 1 1 • • 0—_.,••=...p4%I��011a 1S.1—o..a..lawa..p. ADJACENT PROPERTY TO BE ACCESSIBLE FOR DURATION OF CONSTRUCTION ALLOW ACCESS TO N AVENUE BEACH PARKING e;, I 0 '• • — 4 1 -----• , ' •-•--1 1\ 1 1 , • • • ---:-. I • /I I, I, II II 1 e ". r// ;o 0 I 3rd--SThEET SITE ACCESS PLAN SCALE: 1 "=30' { GRAPHIC SCALE 30 0 30 FEET CONTRACTOR STAGING AREA r • 14 : R �� '-A. .... s °�'a t r,oea' NO. DATE ..... BY •;,, 3 I / I 1 I 1 f, I 1 I F fS 11 I- 9 I i i SIDE�I4LK TO BE CLOSED` r ' -- -r- REVISION • 1 1 1 1 1 1 1 1 1 I t 1 1 I I 1 I I 1 I t I I I • 1 I I 1 w`. cO1 • i • • rI I 1 ; , . I . I 1 1 I I ` • h • - ,` 1-- i I , I I : I I 11 Il - - 11 I• `4,. r ".� « 2nd STREET PARTIAL STREET CLOSURE TO I ALLOW TWO—WAY TRAFFIC FLOW I ' I "F t' . .,a c r+ • • • ---- ---- H NOTES: LEGEND 0 0 INSTALL APPROXIMATE SECURITY MEASURES (TEMPORARY PORTABLE CHAIN LINK METAL FENCE) RIGHT-OF-WAY AND PARTIAL STREET CLOSURE ALLOW TWO-WAY TRAFFIC FOR DURATION OF CONSTRUCTION ESTIMATED LIMITS OF REMEDIAL EXCAVATION PROVIDE AND MAINTAIN APPROPRIATE TRAFFIC CONTROL DEVICES/SIGNAGE AS REQUIRED -r L cow macs) r N G LLc.D% 0 4 cop-rIratS 1. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER AND THE CITY OF ANACORTES TO OBTAIN APPLICABLE PERMITS (I.E., STREET USE AND RIGHT-OF-WAY PERMITS) PRIOR TO CONSTRUCTION 2. IMPLEMENT PARTIAL STREET CLOSURE ON 2ND STREET AND 0 AVENUE TO FACILITATE CONSTRUCTION AND ALLOW TWO-WAY TRAFFIC FLOW THE EXTENT OF STREET CLOSURE SHALL BE IMPLEMENTED IN ACCORDANCE WITH CITY OF ANACORTES CODE/REQUIREMENTS. 3. TRAFFIC CONTROL DEVICES/SIGNAGE, DETOUR ROUTES AND FLAGGERS SHALL BE IMPLEMENTED IN ACCORDANCE WITH CITY OF ANACORTES CODE/REQUIREMENTS. 4. THE CONTRACTOR SHALL FURNISH PERSONNEL FOR FLAGGING AS NEEDED TO ENSURE SMOOTH AND SAFE TRAFFIC FLOW AND COMPLIANCE WITH CITY OF ANACORTES CODE/REQUIREMENTS. VEHICULAR TRAFFIC ADJACENT TO THE SITE SHALL BE KEPT OPERATIONAL WITH MINIMAL DISTURBANCE. QUEUE FORMATION OF TRUCKS/TRAILERS SHALL NOT BE ALLOWED ON STREETS AT ANY TIME 5. THE CONSTRUCTION ENTRANCE/EXIT(S) SHALL BE DETERMINED BY CONTRACTOR AND ARE SUBJECT TO OWNER'S ACCEPTANCE. IMPLEMENT TEMPORARY EROSION AND SEDIMENT CONTROL (TESC) MEASURES AT THE CONSTRUCTION ENTRANCE/EXIT IN ACCORDANCE WITH THE TESC PLAN. 6. DURING CONSTRUCTION THE SIDEWALK ADJACENT TO THE PROPERTY (0 AVENUE AND 2ND STREET) SHALL BE CLOSED TO GENERAL PUBLIC IN ACCORDANCE WITH THE CITY OF ANACORTES CODE/REQUIREMENTS THE CONTRACTOR SHALL COORDINATE WITH THE OWNER AND THE CITY OF ANACORTES AND SHALL OBTAIN APPLICABLE PERMITS PRIOR TO SIDEWALK CLOSURE. 7. THE PEDESTRIAN PATH WEST OF THE SITE ADJACENT TO THE N AVENUE BEACH PARK AND THE SIDEWALK ADJACENT TO THE SITE ON 0 AVENUE WILL BE CLOSED TO PEDESTRIANS FOR THE DURATION OF CONSTRUCTION ACTIVITIES. PEDESTRIAN PATH AND SIDEWALK CLOSURE SHALL BE EXECUTED IN ACCORDANCE WITH THE CITY OF ANACORTES CODE/REQUIREMENTS. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER AND THE CITY OF ANACORTES AND SHALL OBTAIN APPLICABLE PERMITS PRIOR FOR PATH AND SIDEWALK CLOSURES. 8. PEDESTRIAN TRAFFIC SHALL BE REROUTED FOR THE DURATION OF CONSTRUCTION WORK THE PEDESTRIAN DETOUR ROUTE SHALL BE CLEARLY MARKED AND PEDESTRIAN TRAFFIC CONTROL DEVICES/SIGNAGE SHALL BE IMPLEMENTED IN ACCORDANCE WITH THE CITY OR ANACORTES CODE/REQUIREMENTS. 9. ACCESS TO ADJACENT PROPERTIES AND BUSINESS SHALL BE MAINTAINED FOR THE DURATION OF CONSTRUCTION AS IDENTIFIED. 10. 3RD STREET AND N AVENUE STREETS SHALL REMAIN OPEN DURING CONSTRUCTION INCLUDING PARKING AT THE N AVENUE BEACH PARK. 11. HAUL ROUTE FOR TRUCKS AND TRAILERS USED FOR TRANSPORTING MATERIAL THROUGH THE CITY OF ANACORTES SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE CITY. Peter O ?Aran/ 4 1z/ialG' nO a 72 S t PORT OF ANACORTES QUIET COVE INTERIM ACTION CLEANUP PROJECT# ENV-08 SITE ACCESS PLAN DRAWN:- TJM DESIGN: BT CHECKED: mid SHEET NO. PROJECT-NO.514702407 SCALE: AS NOTED DATE: 10/02/ 19 6®O GN - NOT FOR CONSTRUCTION to W 0 ve 0 • ODIFIED BY TMICHAUD ON Nov 20, 2019 - 8:36 • I i r. t„ r 1111fti14 JAI /'♦` / ', Ili i'llkl /, 1 �\ 1 1{ 1 1 i /i i / 1 I ♦/ • /I .I is / ', } • / / , / , / /, / -• / /I ` • - / fiI J. • • r 1 Je / %• 1' 1,1, 1, I • • II • Or / • • • el / / I tel / r /• , , , 1 '• !: • el • / el Jar I • • • ii fe • • �.,. • • t ./ / , ,' / et r ,/r /` : / / I , / tJ Is • • I • ;i ; !. % / /• ,/ % ; / '.r 'i %J %; �1 / ./ r I 1\ :�_.�. _ter • / ! 1`—� eS !!`j • ./i i •/ / ,' I` // , J it // '11 i� / j re J/ . ,` , / ,i , I IS ` J• / J/ ' / r' I I l �' ,' / / , / • •�I1/4`l et el • • • • • • • • • • / • • . e ...# e . . . . : r- P. J - ♦' i• • I/ i I• li ' - tilt,1 i 1 yt//tA AP ee ee eas • / if. rl. • /1 feet 1 ;,ar ee e. 0 or • / / l. • • ,• , es - et I a. • • • • es el 0/9 I J ,.: ' tee 1 • • • / / ' • i � J , %' l J• J ` JJ' J - -- • -! J - ApPrrr^ JJ J I J ,r ,IJJ J J • J ;• ,< ; `-•• - - / ;/ ` �J ^ et'.i. r ' I. I / J- . I • I .r _ _ I i J ' J 1/4fir aft,. r o ra4� >-.`1 a J m 1- i to a z a J a 0 w H 0 I I— U) 0 0 It 11 0. z a w J 0 z to w 0 0 0 0 4 N 0 r` 0- / J 'mkt ra - <n r •••a t; • 1 t 1 1 1 J i 11111, 1111111,4 11 , 11/ 1111 !Y J \ � f i • it/ 4 'r+ I/lc:...1 - 1i -1 .5 I / \ I / __/ \ .Y ' • P 1 L ,.M •I i -1 1 1 1 1 I 1 1 1 / / 'I 1 I { 11 1j/, I .44 •: ,_.. ` --_` -. mow..- - 111I(( . s,••y..y••' f••.^•i• y,.• .•. •• • -. �.n 1• J.. •;. .a•., ••.. , : tire: •••::,.- • d:I.... - /' ....i• .� • •• ••�• ; fit• •••• •; • .: .: • • �:."• GRAVEL SURFACE • i .di I :•�t. • TYPICAL CONSTRUCTION ENTRANCE/EXIT 2nd STREET .- , J•\ • ONCRETE OR / . '`\ SIDEWALK TEMPORARY EROSION AND SEDIMENT CONTROL PLAN SCALE: 1 "=30' GRAPHIC SCALE 30 0 30 FEET NO. —DATE BY REVISION t. a. 2 a. 11 I I r' / / l 1 / / , t 1 I I t 1 1 1 I 1 t 1 it • • 1 • .. • :•y.t- 1 •• I, 1.. nn / I I / I 1• / : C•4 l r{, 1 % •t ; i I . • TAFT.^- 1 1 1• 11 11 _:.,r • /b A . _ 1:1Wcal...,.-_—•>s,2•.ca• oQ tAPPa.cif..PA tan:* A>a . -sran a4 ? torr,zb 10 LEGEND .111. l; :.. - ...: .•:t•: C NOTES: a Q PROPERTY BOUNDARY EXISTING TOPOGRAPHIC CONTOUR (FEET NAVD88) EXISTING CONCRETE SIDEWALK INSTALL SILT FENCE/STRAW WATTLE OR SIMILAR TYPICAL CONSTRUCTION ENTRANCE/EXIT (SEE NOTE 5 i INLET PROTECTION (SEE NOTE 9) DEMOLISH CATCH BASIN (SEE NOTE 10) 1. SINCE SIZE OF THE SITE IS LESS THAN 1 ACRE, CONSTRUCTION STORMWATER GENERAL PERMIT (CSWGP) IS NOT ANTICIPATED TO BE REQUIRED. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE REGULATORY REQUIREMENTS PERTAINING TO STORMWATER, EROSION AND SEDIMENT CONTROLS. 2. TEMPORARY EROSION AND SEDIMENT CONTROL (TESC) MEASURES AND BEST MANAGEMENT PRACTICES (BMP) SHALL BE IMPLEMENTED AND MAINTAINED IN ACCORDANCE WITH CURRENT STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON (SWMMWW) AT ALL TIMES 3. CONTRACTOR SHALL PREPARE TESC PLAN DETAILING TESC APPROACH THAT INCORPORATES MINIMUM REQUIREMENTS ESTABLISHED HEREIN FOR THE OWNER'S APPROVAL. ADHERE TO THE OWNER APPROVED PLAN FROM START TO FINISH OF ACTIVITIES REQUIRING TESC. 4. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND UPGRADING OF TESC MEASURES AND BMP SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNTIL FINAL SITE STABILIZATION IS ACHIEVED. 5. CONSTRUCTION ENTRANCE/EXIT SHALL BE LOCATED ON 2ND STREET , AS DETERMINED BY THE CONTRACTOR. TESC MEASURES AND BMP SHALL BE IMPLEMENTED AT CONSTRUCTION ENTRANCES/EXITS DURING THE DURATION OF THE CONSTRUCTION. 6. CONTRACTOR SHALL IMPLEMENT NECESSARY CONTROLS AND TAKE ALL PRECAUTIONS TO PREVENT SEDIMENT AND SILT LADEN WATER FROM EXITING THE SITE. 7. ALL PUBLIC AND PRIVATE ROADS SHALL BE KEPT CLEAN AT ALL TIMES. TRACKING OF SEDIMENT AND DEBRIS FROM CONSTRUCTION AREAS WILL NOT BE ALLOWED. IF SEDIMENT AND DEBRIS ARE OBSERVED TO BE TRACKED OUTSIDE THE PERIMETER TESC, THE CONTRACTOR SHALL TAKE APPROPRIATE AND TIMELY ACTION TO PERFORM STREET AND SIDEWALK CLEANING TO COLLECT THE TRACKED SEDIMENTS AND REEVALUATE/MODIFY TESC MEASURES. 8. ALL CONSTRUCTION EQUIPMENT (EARTHWORK EQUIPMENT, TRUCK AND TRAILERS, CONSTRUCTION VEHICLES, HAND TOOLS ETC.) THAT HAVE BEEN IN CONTACT WITH CONTAMINATED OR POTENTIALLY CONTAMINATED SOIL OR WATER SHALL BE DECONTAMINATED PRIOR TO LEAVING/DEMOBILIZING FROM THE SITE AND PRIOR TO USING SUCH EQUIPMENT IN OTHER CLEAN AREAS OF THE SITE INCLUDING AREAS WHERE CONTAMINATED SOIL REMOVAL ACTIVITIES ARE ACCOMPLISHED. 9. INLET PROTECTION SHALL BE WSDOT STANDARD PLAN 1-40.20-00 THE CONTRACTOR SHALL INSTALL ADDITIONAL INLET PROTECTION AS REQUIRED BY CONSTRUCTION ACTIVITY AS NEEDED TO COMPLY WITH ALL STATE, FEDERAL AND LOCAL REQUIREMENTS. 10. EXISTING CATCH BASINS AND STORM DRAINS WITHIN THE EXCAVATION AREA WILL BE DEMOLISHED. A /0 1'1%5 G 4,1p$Lo Ps t) PORT OF ANACORTES QUIET COVE INTERIM ACTION CLEANUP PROJECT# ENV-08 TEMPORARY EROSION AND SEDIMENT CONTROL (TESC) PLAN DRAWN: TJ M DESIGN: BT CHECKED: J M H SHEET NO. PROJECT NO.514702407 SCALE: AS NOTED DATE: 10/02/19 7. 0 Z I• - v IY imp V oe 0 iL 0 z 1 2 0 +y 0 0 TEMPORARY STOCKPILE CONTAINMENT AREA PLASTIC SHEETING (MN. 10 MIL THICKNESS) ABOVE AND BELOW STOCKPILE ECOLOGY BLOCK AA - ECOLOGY BLOCK ECOLOGY BLOCK HAUL/LOADING ROAD-- — EXISTING GROUND SURFACE (MUST NOT BE DISTURBED) ;r% A A ,es, A 46,,iyA Z ,Ty\\,\. \,\,\� xe.; A ,,i ,\,\,\, ,,,\\ \\ \\i\\iA A.o A Ake,- -.r,,,,�,.,.,,�,:,�,:,,, �...r,�.r�.:.r,�,r,�r�.r,�.r,�1i:, r�,r:�i�.r.,rlr;.r�.r�.r,�r?.r�.r,�,T.r:,r:,r�.r�.r:,r�.r��i�.r�,r:.r:✓�.r,�.�.,�.�,�.r�,�✓�.r�.. CROSS-SECTION NOTES: 1. STOCKPILED SOIL WILL BE COVERED AND SECURED AT ALL TIMES EXCEPT DURING ACTIVE SOIL LOADING AND UNLOADING. 2. EROSION CONTROL MEASURES SHALL BE IN PLACE AT ALL TIMES DURING USE OF STOCKPILE AREAS 3. WATER COLLECTED WITHIN THE STOCKPILE AREAS MUST BE CONTAINED AND NO RELEASE OF WATER FROM THE STOCKPILE AREAS SHALL BE PERMITTED. CONTRACTOR SHALL REMOVE WATER WITHIN THE STOCKPILE AREAS BY PUMPING TO A CONTAINMENT VESSEL FOR ANALYSIS TO DETERMINE PROPER DISPOSAL. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSAL OF COLLECTED WATER IN THE STOCKPILE AREA. TEMPORARY STOCKPILE CONTAINMENT AREA DETAIL NOT TO SCALE ? « a V3 - inc- G Acts PQQ RAD. = 25' MIN. 4"-8" QUARRY SPALLS SUBGRADE REINFORCEMENT GEOTEXTILE 12" MN. DEPTH PROVIDE FULL WIDTH OF INGRESS / EGRESS AREA TEMPORARY STABILIZED CONSTRUCTION ENTRANCE/EXIT DETAIL 3 G ko °NL C ton 7.0� NTS ENG NO. DATE BY REVISION 1 d iv Pick TI i FILTER FABRIC MATERIAL IN CONTINUOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO POST i \/\/ \/\/\/ /.\X\X\ ,\/.\/.\X\/.\/,\/.\/,\X 6' MAX. 2"x2" WOOD POSTS STANDARD OR BETTER OR EQUIVALENT ve FILTER FABRIC MATERIAL WASHED GRAVEL BACKFILL, 3/4"-3" IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC • 6" 2'-0' MIN. VARIES /i\•/\\,e;i\\j\ / LINE FILTER MATERIAL IN 8"x12" TRENCH AND LEAVE MIN. 2" EXPOSED 2"x2" WOOD POSTS STANDARD OR BETTER OR EQUIVALENT SILT FENCE DETAIL NOT TO SCALE OVERFLOW (TO BYPASS PEAK STORM VOLUMES) NOTES: 1. STORM DRAIN INSERTS NEED TO BE REMOVED AT THE END OF THE JOB. 2. STORM DRAIN INSERTS ARE ONLY TO BE INSTALLED IN DRAINAGE DEVICES PER THE MANUFACTURER'S RECOMMENDATIONS. CATCH BASIN INSERTS ARE NOT TO BE INSTALLED IN CURB INLETS. 3. INSERTS SHALL BE INSPECTED AND MAINTAINED WHEN A 1/2 INCH RAIN ACCUMULATES WITHIN A 24 HOUR PERIOD. CLEAN AND/OR REPLACE INSERT WHEN HALF OF THE TRAP IS FILLED WITH SEDIMENTS. CATCH BASIN PROTECTION DETAIL NTS 4.Pa'e d", 2cn-ci, % -4b .10 PORT OF ANACORTES QUIET COVE INTERIM ACTION CLEANUP PROJECT# ENV-08 (3) TEMPORARY EROSION AND SEDIMENT CONTROL (TESC) DETAILS DRAWN: TJM DESIGN: BT CHECKED: JMH SHEET NO. 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I / I . r i< i 1 1 Y, aY ore e•e / / r J J , r J , })j • err I,I i / i ,r , /re •, 'ee rl rt ;� • ' T. I !, tot /• I • -'ea •' ''' ,r " .-DEMOLISH F• ENCE,' '+' /JJ' J r`!1 I ',t ' ' ,l , r ,r ..,•' ,r '' , .' AS NECESSARY ' II „ ` ,' `' , •r r i :, : / e„a 3/4 (.i1 I +CA I i;-y l2. I .( .: / •, • / 1 1 I I I I 1 • • 1 1 •, : . ;. "; / 5 ._ • • t • %- • : --" • I r 4♦ • - - '"---- - /i• `-1 -' 1 '€l = { fi , , / 9 • r 7 I 1 I 1 1 1 1 J v H H AL l i eses _ e 'oafsof DEMOUSH AND DISPOSE EXISTING WAREHOUSE/ f OFFICE BUILDING I .............4 • scis iI-__----_-- I� I _-1 • 1 I 2nd STREET • • i , DEMOUSH CEXISTING POLE A IL w,�.�,o w REMO\E AND DISPOSE OF CONCRETE AND/OR ASPHALT WITHIN -� REMEDIAL EXCAVATION t- • • y-t 4; =, , I 2 I _DEMOLISH FENCE AS `: { NEEDED TO ACCESS EXCAVATION LIMITS, = i Y ?'`i' 1. I DEMOLISH RETAINING WALL AS REQUIRED FOR EXCAVATION r . II ,I i ,`7 L•. I' I I = DEMOLISH FENCE AS NEEDED TO ACCESS EXCAVATION, LIMIT . l.S..41 1 ; 1I i 1� .S1 1 I I ! t. I ' 1 ,/?+ ^I'I ! \, - i6 Th -- - 'i I /I. r l j \\ • --- /jI. , 'i , `•` EXISI1NG TELEPHONE POLE r 1- TI i' a 1 ....Orb • • EXISTING CATCH BASIN TO;J BE PROTECTED IN PLACE •: s, Y �C' Ivy1.>i. ,46 re tit • 4-1 : Et 1 ;-EXISTING} CATCH BASIN 70..' i I BE PROTECTED •IN PLACE I I- I i r �♦ BE tt 1 I I Ii Ii _. l , r ' , • 1 11 i ' ilehn•.1 it - ;i r': I !� ♦ �r i. I \+♦ I.•,.a. zt 1 i1 ,r rc L. q 1 , • 1Ll ,} T „ I axs a ft. e•W..:_r- v._,...._,� >..s,.e,.t..n .,.+,..-,.m rrr ��` 11- • • • • _ - " - 3rd STREET DEMOLITION PLAN SCALE: 1 "=30' fiat. GRAPHIC SCALE 30 0 30 FEET NO. DATE BY • :S REVISION \t' ' -+PROTECTED IN PLACE •ll 1 , 111 I I i \ 14.9 a" t: . 1= I ; It I ;Ii I , I , I 4. • kee • �1 OHP OH? - f T T LEGEND PORT PROPERTY BOUNDARY DEMOLISH EXISTING UTILITY (UTILITY LINES SHOWN IN BOLD TO BE DEMOLISHED) w NOTES: APPROXIMATE LIMIT OF REMEDIAL EXCAVATION EXISTING MONITORING WELL TO BE DECOMMISSIONED EXISTING HISTORICAL CATCH BASIN TO BE DEMOLISHED PHOTOGRAPH DIRECTION 1. TEMPORARY EROSION AND SEDIMENT CONTROL SHALL BE IMPLEMENTED DURING ALL DEMOLITION WORK. 2- ALL UTILITIES WITHIN DEMOLITION AND EXCAVATION AREA SHALL BE LOCATED BY THE CONTRACTOR PRIOR TO CONDUCTING WORK CONTRACTOR SHALL PERFORM UTILITY LOCATE AT THE SITE PRIOR TO CONDUCTING ANY EARTH DISTURBING ACTIVITIES. 3. IF UTILITIES NOT SHOWN IN CONTRACT DRAWINGS ARE ENCOUNTERED DURING EXCAVATION, THE CONTRACTOR SHALL REQUEST FOR PORT'S DIRECTION PRIOR TO DEMOLISHING SUCH UTILITIES 4. CONTRACTOR SHALL COORDINATE DEMOLITION OF UTILITIES SERVICING EXISTING BUILDINGS WITH APPROPRIATE SERVICE PROVIDERS. EXISTING UTILITIES INCLUDE BUT ARE NOT LIMITED TO WATER, GAS, SANITARY SEWER, POWER AND TELEPHONE. 5. DEMOLISH TELEPHONE POLE ON THE SITE LOCATED ADJACENT TO 2ND STREET CARRYING POWER AND PHONE SERVICE FOR EXISTING BUILDINGS. 6. THE EXISTING BUILDING AND ASSOCIATED STRUCTURES CONTAIN HAZARDOUS MATERIALS PRIOR TO DEMOLITIONING, THE CONTRACTOR SHALL REVIEW THE REGULATED BUILDING MATERIALS SURVEY BY PACIFIC RIM ENVIRONMENTAL, INC DATE PREPARED: APRIL 24, 2019. IDENTIFIED HAZARDOUS SUBSTANCES SHALL BE ABATED, REMOVED, HANDLED AND DISPOSED OF IN ACCORDANCE WITH APPLICABLE FEDERAL AND STATE REGULATIONS. 7. DEMOLISH CONCRETE AND/OR ASPHALT SURFACES AND CONCRETE RETAINING WALL ON QUIET COVE SITE AS NEEDED TO COMPLETE EXCAVATION IN ACCORDANCE WITH CONTRACT DOCUMENTS. 8. DEMOLISH SIDEWALK, CURBS AND PAVEMENT ON 0 AVENUE AND 2ND STREET AS REQUIRED TO COMPLETE EXCAVATION IN ACCORDANCE WITH CONTRACT DOCUMENTS. 9. DEMOLISH SIDEWALK ON 2ND STREET AS REQUIRED TO COMPLETE EXCAVATION IN ACCORDANCE WITH CONTRACT DOCUMENTS. 10. TEMPORARILY RE-ROUTE OR PROTECT -IN -PLACE POLE CARRYING OVERHEAD TELEPHONE UTILITY ON 0 AVENUE ADJACENT TO EXCAVATION. 11. DISPOSAL OF DEMOLISHED MATERIAL SHALL BE DONE IN ACCORDANCE WITH APPLICABLE STATE AND FEDERAL REGULATIONS. 12. DECOMMISSION EXISTING MONITORING WELLS MW-2, -11, -12, SD-2 AND SD-8 PRIOR TO EXCAVATION ACTIVITIES IN ACCORDANCE WITH WAC CHAPTER 176-160 MINIMUM STANDARDS FOR CONSTRUCTION AND MAINTENANCE OF WELLS. PORT OF ANACORTES QUIET COVE INTERIM ACTION CLEANUP PROJECT# ENV-08 DEMOLITION PLAN DRAWN: TJ M DESIGN: BT CHECKED: JMH SHEET NO. PROJECT NO.514702407 SCALE: AS NOTED DATE: 10/02/ 19 9.0 • 90% DESIGN - NOT FOR CONSTRUCTION I4i I II 0' 0 N a I- U 0 z O 0 Q 2 U m a UI U- 00 0 E F- 0 a m I U 1-4 cn F- w 0 z 0 I— J 0 W 0 0 i t-- T 0 0 Er T. z a w U Q P:15\51470241CAD107\DESIGN TEMPORARILY RE-ROUTE OR PROTECT -IN -PLACE EXISTING TELEPHONE POLE DEMOLISH EXISTING BUILDINGS APPROXIMATE EXTENT OF EXCAVATION DEMOUSH CONCRETE AND/OR ASPHALT SURFACES TO FACILITATE EXCAVATION DEMOUSH RETAINING WALL, FENCE AND SIDEWALK/CURB TO FACILITATE EXCAVATION (ALONG 0 AVENUE) TEMPORARILY RE-ROUTE OR PROTECT -IN -PLACE EXISTING TELEPHONE POLE DECOMMISSION AND REMOVE POWER METER DEMOLISH SIDEWALK AND CURB • TO FACILITATE EXCAVATION • (ALONG 2ND STREET) REMOVE POLE• DEMOLISH SIDEWALK AND CURB:. TO FACILITATE EXCAVATION REMOVE POLE DEMOLISH EXISTING BUILDINGS - APPROXIMATE EXTENT OF EXCAVATION DEMOLISH CONCRETE AND/OR ASPHALT _ SURFACES SLAB TO FACILITATE EXCAVATION DEMOUSH RETAINING WALL AND FENCE TO FACILITATE EXCAVATION (ALONG 2ND STREET) -HO: DATE BY I REVISION 2nd BEET 1 -DECOMMISSION OVERHEAD POWER/TELEPHONE DECOMMISSION AND REMOVE TELEPHONE/UTILTY POWER DEMOUSH COMPACTED GRAVEL IN 2ND STREET TO FACILITATE EXCAVATION N. APPROXIMATE EXTENT OF EXCAVATION NOTE: STRAIGHT UNES MAY APPEAR TO BE CURVED AS THESE PHOTOS ARE PANORAMIC. PORT OFANACORTES QUIET COVE INTERIM ACTION CLEANUP PROJECT# ENV-08 DEMOLITION DETAILS -APPROXIMATE EXTENT OF EXCAVATION •DEMOLISH RETAINING WALL AND FENCE TO FACILITATE EXCAVATION (ALONG 0 AVENUE) DECOMMISSION MW-5 NOTE: STRAIGHT LINES MAY APPEAR TO BE CURVED AS THESE PHOTOS ARE PANORAMIC. I DRAWN: _-TJ M DESIGN: BT CHECKED: J M H SHEET NO. PROJECT NO.514702407" SCALE: AS NOTED DATE: 10/02/ 19 10. 0 to Ezra 6� I -I I l i IL.. 11. l . .I i..ii.' u.. ....n......, . • co In co 1 O N O N 0 z z 0 0 a z U_ I- H m Q W n 0 z` 1 a 0 r Q J m Q 0 n a -J CL 0 F- a a U W J Q a W z W fY f 1-0 CO l O O d z a Iii -J U 13:15\5147024\CAD\07\DEsIGN I/ - / ,' • f / ,/ ! •i I I t} t 1i1 i / /' ! i j •• •!• • / • ,, l •/I ; ;I4.; �;� J;;is , j/ • t • f , s �, f • • • 11 it • • sr II • I p!!' ! ! ° 1 '_ - —• .................. -- •- ....... ---- `, • • • • 99 It • • • • • • /1• • / 'Mi-ii /• __ r ALL er err • re .01 • • "err // / / / , , i' 'ei i /41 • I aOr • • /el i I. / • /�' / / I' II • ,•` / ,1 I I • ; I : - ' / • ; • ; 40,00- / , / / + ; / •/ ,I , /itI _ •, • • i , /•'%• 7.0 `• I • •,•/Jx''r/ • I •,te —1 � - 1 1 'Ji ? 1L= 1 1 t i i • �:1' •0%,f ,, //'/' I.,,• ee ,• /' ,• • ! /. ,et / 4.4.40 aso Le off 1 I. A Al ' /• ' _~ o I'F Ire /. , 's • ,� . -� / I , -I-44 /I • • I • •I I IN ! 4' I,IYj J i / I . • • • '---------- - -�'_---F" � I / • s/ • ♦ 2nddSTREET APPROXIMATE EXCAVATION I BASE. EL —1 (N13.5' BGS) APPROXIMATE EXCAVATION BASE. EL 6 (''7' BGS) I • 1 - _. • II• 11~• I11 e t .- I • `"1134 Vh*01a.1. - 1 ..... .'a...r. �. — .Y. • / I ♦ iltt 11 1 1)_--♦ laee.frat—_.._; PIC E f-a N. • • a It • • imam 1 I I I FrI. /` 4(c 1 { ! '11""� , i 1 -� : :. 'I / I / / / 1 1 I I I 1 I t I t • ti tr I Pr • • • • - I Lift 7. GO II Ia. II • • row OI REMEDIAL EXCAVATION PLAN GRAPHIC SCALE 30 3D FEET NO. DATE BY REVISION re • .7.•`,7:•_, /.1 70 t. 512t- uor LEGEND NOTES: PORT PROPERTY BOUNDARY ESTIMATED MINIMUM EXCAVATION BASE MAXIMUM ALLOWABLE HORIZONTAL LIMIT OF EXCAVATION BASE ESTIMATED LIMITS OF SLOPED EXCAVATION SIDEWALL APPROXIMATE HORIZONTAL LIMIT OF EXCAVATION BASE (FINAL LIMIT TO BE DETERMINED BY CONFIRMATION SAMPLES) SURVEY CONTROL POINTS APPROXIMATE AREA TO PLACE AMENDED BACKFILL COMPLETE UTILITY LOCATES (ONE -CALL AND PRIVATE UTILITY LOCATE) PRIOR TO EARTH DISTURBING ACTIVITIES. EXISTING UNDERGROUND UTILITIES NOT PLANNED FOR DECOMMISSION OR DEMOLITION SHALL BE PROTECTED IN PLACE OR TEMPORARILY REROUTED AND RESTORED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TIMELY COORDINATION WITH APPLICABLE UTILITY PROVIDERS 2. DECOMMISSION EXISTING MONITORING WELLS MW•--2, -11, -12, SD-2 AND SD-8 PRIOR TO EXCAVATION ACTIVITIES IN ACCORDANCE WITH WAC CHAPTER 176-160 - MINIMUM STANDARDS FOR CONSTRUCTION AND MAINTENANCE OF WELLS. PROTECT REMAINING EXISTING MONITORING WELLS IN PLACE DURING CONSTRUCTION TO THE EXTENT POSSIBLE. 3. ALL EXCAVATION SIDESLOPES SHALL CONFORM TO OSHA REGULATIONS (29CFT SUBPART P). THE CONTRACTOR MAY ELECT TO IMPLEMENT EXCAVATION SHORING AT THE HORIZONTAL LIMITS OF THE EXCAVATION IN LIEU OF SIDESLOPES IF ELECTED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH PROPOSED LOCATION, MEANS AND METHODS FOR EXCAVATION SHORING. 4. REMEDIAL EXCAVATION ACTIVITIES SHALL BE COMPLETED AS DIRECTED BY THE OWNER/OWNER'S REPRESENTATIVE. FINAL LIMITS OF REMEDIAL EXCAVATION SHALL BE DETERMINED BASED ON CHEMICAL ANALYTICAL RESULTS OF CONFIRMATION SOIL SAMPLES OBTAINED FROM THE BASE AND SIDEWALL OF REMEDIAL EXCAVATION. FINAL LIMITS OF REMEDIAL EXCAVATION SHALL NOT EXTEND BEYOND THE MAXIMUM ALLOWABLE HORIZONTAL LIMITS OF REMEDIAL EXCAVATION. HORIZONTAL LIMITS OF THE REMEDIAL EXCAVATION ARE DEFINED BY THE PORT -OWNED PROPERTIES INCLUDING PARCEL NUMBERS P55354, P55355, P55358 AND P55359 SIDEWALL EXCAVATION SHALL EXTEND INTO CITY RIGHT-OF-WAY TO THE NORTH AND EAST IN ACCORDANCE WITH CONTRACT DOCUMENTS. THE CONTRACTOR SHALL CONFIRM THE LOCATION OF THE PARCEL BOUNDARIES AND PROVIDE TO THE OWNER PRIOR TO EXCAVATION ACTIVITIES. 6. OVERBURDEN MATERIAL SHALL BE REMOVED SEGREGATED, STOCKPILED FOR REUSE CHARACTERIZATION IN ACCORDANCE WITH THE REQUIREMENTS OF THE SPECIFICATIONS. OWNER'S REPRESENTATIVE WILL DETERMINE LIMITS OF OVERBURDEN DURING CONSTRUCTION USING FIELD SCREENING METHODS. 7. STOCKPILE EXCAVATED OVERBURDEN MATERIAL ON SITE AS DIRECTED BY THE OWNER/OWNER'S REPRESENTATIVE. ACCEPTABILITY OF STOCKPILED MATERIAL FOR REUSE SHALL BE DIRECTED BY OWNER/OWNER'S REPRESENTATIVE. 8. CONTAMINATED MATERIAL SHALL BE TRANSPORTED OFFSITE FOR DISPOSAL. 9. COMPLETE DEWATERING OF EXCAVATION WATER AS NECESSARY TO ENABLE COLLECTION OF REPRESENTATIVE CONFIRMATION SAMPLES AT EXCAVATION LIMITS AND TO AVOID RECONTAMINATION OF NON -CONTAMINATED SOIL. EXCAVATION WATER WILL BE COLLECTED, STORED, TREATED (AS NECESSARY), AND DISPOSED/DISCHARGED IN ACCORDANCE WITH APPLICABLE REGULATIONS/DISCHARGE CRITERIA. CONTRACTOR SHALL COMPLETE SAMPLING AND ANALYSIS OF EXCAVATION WATER AS REQUIRED BY APPLICABLE REGULATORY REQUIREMENTS TO DOCUMENT THAT DISCHARGE CRITERIA ARE MET PRIOR TO DISPOSAL OF WATER 10. COMPLETE SURVEYS TO DOCUMENT LIMITS OF OVERBURDEN EXCAVATION AND FINAL LIMITS OF REMEDIAL EXCAVATION 11. MAINTAIN STRUCTURAL INTEGRITY OF STREETS ADJACENT TO THE SITE. THE CONTRACTOR AND OWNER WILL DOCUMENT THE CONDITIONS OF ADJACENT STREETS PRIOR TO AND AT PORT OF ANACORTES QUIET COVE INTERIM ACTION CLEANUP PROJECT# ENV-08 REMEDIAL EXCAVATION PLAN DRAWN: Tjm DESIGN: BT CHECKED: jr,AH SHEET NO. PROJECT NO.:514702407 SCALE: AS NOTED NOILLOM J $NOO 110A .ION ~ $oisaa %06 • P:\515147024\GAD\07\DESIGN [IA CLEANUP]\ROO\SHT_I2 [REMEDIAL EXCAVATION SECTIONS].DWG\TAB:LAYOUTI MODIFIED BY TMICHAUD ON Nov 20, 2019 - 8:40 LEGEND NOTE: ELEVATION (FEET) (WEST) 30 - 20 10 • Emmm- o- -10 ENE -20 0 • • ESTIMATED LIMITS OF CONTAMINATED SOIL TO BE EXCAVATED \I OVERBURDEN SOIL CONTAMINATED SOIL 1 EXCAVATION SIDEWALLS ARE AT 1 H:1 V; HOWEVER, IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO CONSTRUCT SIDESLOPES IN ACCORDANCE WITH OSHA REGULATIONS. ENGINEERS 20 ELEVATION (FEET) • • -EXISTING GROUND SURFACE QUIET COVE PROPERTY BOUNDARY cci---BUILDING TO BE DEMOLISHED- \\` EL 7 FI-‘<a7.i,'.,\rr?cxxXY. `♦ EL.x4 FT bee•?e®�.t 11-‘ 1__ EXCAVATION SIDESLOPES SHALL CONFORM TO OSHA REGULATIONS (29 CFR 1926 SUBPART P) .1. 40 • • 60 80 100 (SOUTH) 40 r,,,3RD STREET 30 20 10 0 - 10 EL -1 FT a*$ * • +Ted> "tr. S +S. YES POWER LINE (DEMOLISH) FINAL LIMITS OF EXCAVATION SHALL BE DETERMINED BASED ON RESULTS OF CONFIRMATION SAMPLES I 1 I; 1 I 1. 120 140 160 180 200 -OVERHEAD POWER AND TELEPHONE (PROTECT IN PLACE) MAXIMUM ALLOWABLE _ HORIZONTAL LIMIT OF--m. _ EXCAVATION BASE - 20 0 20 40 : ; 60 • • r • OVERHEAD TELEPHONE LINE (TEMPORARILY RE -LOCATE OR PROTECT IN PLACE) LIMITS OF OVERBURDEN SHALL BE DETERMINED BY FIELD SCREENING i I OVERHEAD POWER AND TELEPHONE (PROTECT IN PLACE) ;E��\\ �\me w \\\ , �P�69>®® iiYo Se AAA► _ ' �AastaAa ' ♦ s. 'Y. >; J 1 ys 1 • . ! . . . ; : . 220 240 260 280 300 320 340 0 AVENUE 8-IN WATER LINE PROTECT IN PLACE) 12-IN STORM DRAIN (PROTECT IN PLACE) MAN HORIZO EXCAV (EAST) 30 --- -20 WABLE LIMIT OF 21-IN SEWER (PROTECT IN PLACE) - DISTANCE (FEET) REMEDIAL EXCAVATION SECTION VERTICAL EXAGGERATION = 2X -EXISTING GROUND SURFACE STORM DRAIN PROTECT IN -PLACE) QUIET COVE PROPERTY BOUNDARY EL 6 FT EXCAVATION SIDESLOPES SHALL CONFORM TO OSHA REGULATIONS (29 CFR 1926 SUBPART P) FINAL LIMITS OF EXCAVATION SHALL BE DETERMINED, BASED ON RESULTS OF CONFIRMATION SAMPLES EL4FT— I I 1 : I : ; : 80 100 120 140 160 180 NO. DATE BY DISTANCE (FEET) -LIMITS OF OVERBURDEN SHALL BE DETERMINED BY FIELD SCREENING E L) 1 i i -0--2ND STREET • ' 10 ttP'flt p.Iu `t -10 G6141..At" k P4tcr"fac> GAS LINE (PROTECT - IN PLACE) 360 380 (NORTH) 4-- 40 - 30 --20 aim , . „' -I GAS LINE - C• ali2XICO WATER LINE (DECOMMISSION AND DEMOUSH) • . 200 REMEDIAL EXCAVATION SECTION VERTICAL EXAGGERATION = 2X REVISION h�C1M AI$.60WABLE HORIZON MIT OF—� EXCOATIO A$,L 220 240 B 11.0 260 (DECOMMISSION - AND DEMOUSH) - POWER UNE (DECOMMISSION _ AND DEMOLISH) _ RIOTED +se'-+ V,, D ti V‘' LEFT -- --10 Gp f r1.n N tab MATE J IN i 20 400 - o PLACEBACKFILAMENDEDL - - 280 300 320 20 ELEVATION (FEET) PORT OF ANACORTES QUIET COVE INTERIM ACTION CLEANUP PROJECT# ENV-08 REMEDIAL EXCAVATION SECTIONS DRAWN: TJ M DESIGN: BT CHECKED: JMH SHEET NO. PROJECT NO.Z14702407 SCALE: AS NOTED DATE: 10/02/19 12.0 90% DESIGN - NOT FOR CONSTRUCTION P:\5\51470241CAD\07\DESIGN [IA CLEANUP]1ROO\SHT_13 [BACKFILLING AND GRADING DETA[LS].DWG\TAB:LAYOUTI MODIFIED BY TMICHAUD ON Nov 20, 2019 - 8:45 DJ D 0 I r C) z 0 0 0 z C) III r— I-' w 80-AN3 #1O3r0 ld HW r :03)103HO z 0 C rT1 CI L In r G310N SV PROJECT NO.14702407 TWOS 01. ION :�IVOS �IVOS 01 ION "3IVOS 111VIR O 1l0HNDVEl 1VOIdAJL Ii I 0 90 NO N O REMEDIAL EXCAVATION BASE O r•, Z �(.1)m JCC 0mmOZ -i0�y9 rn (47 m r m I > C Z (J) U'Q5mr v r-- I U) =0 zrn 0> C Drn Z X 0 -<m 0 CO rC0 rT\ rn m nch 13A31 2131VM 3AO8V m o 0 z m coUJ = •_xl zom Zm D O S2 _4> D NI up ��nrro >rC NZJ t) -i z cn v _ ti... aZr I ZZO „IJ C1..r. 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J(' Lr 7, „ < }I a t ',1v' • Srr • �l t<. t. %1� �r_(�1P_(1LJ lr.L`�y f';LJe� .{, ‘r•�C_l. 5 co 11V130 0NIQV2j0 IVOIdIL 1IV[1O 0NIOVHO 1VOIdAl • 3OVNO NOIS34 3OVei0 N0IS30 Ul rn r- 03 • • KEY KEY NOTES• NOTE: STA: 10+38.49, 26.00'LT 2nd STREET START CURB AND GUTTER PER WSDOT DETAIL F-10.12-02 STA: 1+60.26, 26.00'RT O AVE END CURB AND GUTTER MATCH EXISTING FL ELEVATION PER WSDOT DETAIL F-10.12-02 STA: 0+31.98, 32.00'RT 0 AVE START SIDEWALK PER WSDOT DETAIL F-30.10-01 STA: 1+56.00, 32.00'RT 0 STREET END SIDEWALK MATCH EXISTING ELEVATION PER WSDOT DETAIL F-30.10-01 INSTALL ECOLOGY BLOCK WALL AS NEEDED TO MATCH SITE GRADES AND PROPOSED SIDEWALK CB TYPE 1 W/VANED GRATE RIM 12.11 8' IE OUT (N) 10.70' PER WSDOT DETAIL B-5.20-02 22 LF 8" DI PIPE @ 0.50% SLOPE CB TYPE 1 ' ` 1Ar/ VA- DsGR 44 2ny4\i & See E. RIM 12 58 8" IE IN (S) 10.59' 8' IE OUT (E) 10.59' PER WSDOT DETAIL B-5.20-02 98 LF 8" DI PIPE © 0.50% SLOPE CB TYPE 1 RIM 11.63 8" IE IN (W) 10.10' 8' IE OUT (E) 10.10' PER WSDOT DETAIL B-5.20-02 14 LF 8" DI PIPE @ 0.50% SLOPE EXISTING STORM MANHOLE (NOTE 3) RIM 12.18' IE :3) 10.03' IE (W) 10.03' IE (E) 10 03' (SEE NOTE 1) 145 LF CHAINLINK FENCE 115 LF CHAINLINK FENCE 90 LF CHAINLINK FENCE 82 LF CHAINLINK FENCE CONNECT PROPOSED ECOLOGY WALL AND NEW FENCING TO THE EXISTING OR UNDISTURBED FENCE AND WALL. COORDINATE LOCATION AND WIDTH OF GATE WITH ONSITE IMPROVEMENTS PROTECT EXISTING CATCH BASIN IN -PLACE ADJUST RIM AS NECESSARY RECONSTRUCT 2nd STREET WITH GRAVEL ROAD SECTION FROM PROPERTYLINE TO ROADWAY CENTERLINE. MAINTAIN POSITIVE SLOPE TOWARD CATCH BASIN INLETS. EXTENTS OF ASPHALT ROADWAY REPLACEMENT ON "O" AVENUE WILL BE DETERMINED BY FINAL EXCAVATION AND REMEDIATION REQUIREMENTS INSTALL RELOCATED STOP SIGN PROTECT EXISTING MANHOLE STRUCTURE IN -PLACE. ADJUST RIM ELEVATION TO MATCH REPLACED SIDEWALK INSTALL ADA PERPENDICULAR CURB RAMP TYPE B PER WSDOT DETAIL F-40.15-03 RESTORE SITE ASPHALT PAVING PER BACKFILLING AND GRADING DETAILS ON SHEET 13.0. (APPROX. 27,690 SF) SEE GENERAL NOTES 2 AND 5. THE ACTUAL LIMITS OF ASPHALT RESTORATION SHALL BE DEFINED BY THE LIMITS OF REMEDIAL EXCAVATION. E/16.0 E/16.0 C/15.0 C/15.0, D/15.0 C/15.0 C/15.0 B/15.0 A/15.0 F/16.0 DETAIL/ SHEET 20 10 0 SCALE IN FEET 20 40 L ' D/15.0 r/ f / / tJ / /� / /' /! / / / / / / // // // / 1 / Dr15.0 // // // // / // // // // / / / / // / / / / / / / / / / /-7 k / h// // / / / / // D/15.0 // / /2 o ./ / / / / / t\% / / 1 / // t/ // /l / o /;_' / , /5! / / C) D/15.0 :/ ,1/ ,/ /_ i ce/ _4/// // // // // /// /f „-/ /// D/15.0 / / / / / / .7 / / / / I / / / / / / ,te / / / //-' // / /I / / / / 1 / /// /f j /// / / E116.0 /l �// /� i/ l / /' D CIG civil structural i \ 0 1n C" yip si-t o ‘,4-Lt> t3 z. D40o fl pa [520 CS Pc Stp 4tv a c uri - VAu k r �l co . p ovivs.55 4v 9-tel-A cg.b. aepo.?,6145to0MbJt. f II I (I !/ /u/ -` GRAVE1. 0 CD EG 12.77 / P + EG 12.55- .� -- r x x •r"- - EG ..' ' EG 12.24E !..:.'.'.'..' EG 1228-� ........'........ 7,.. i.................:I:.{1............_.................. ..........._.................. ........._... .._ . �.% l.......... .......•... ..... ........... ... ... / ......... .. .... ' .. _ ':... .::. _ '..', . ': _.. ...•..'.'. _'.'. _ ..•. ..'.::.•.:'::. _....... .. ...............'.' _ _ .. ':..•i..-.':......:.: • • _ • . _ ..... '::.'.' '::.'. �Z. rr...II........................................I:.:.•:.:.•:.. ............_...._.........................................�....._ :.._............................ .............._.... �.:.C. .. .....'.-•:.'.:._ .._.......................-..':.'.':.._ :::.:..:..':.:.':: _ ........•.- •:.••_ .... :......-...!..........• :.....:...:...•••:-:......::....... ::':.:::: .....:.....:.:. t ...... !.........................................................................................................................................................................................................................................................__............................................................4 :':.... ::.....::'::''::'(::::::':'::':� ...................• ... � ... ,�.......::..• • • 4•4.:::. .:...... • • ........... . SIDEWALK a ctr 'Pa - ..d.41.14. abeof, 2t °,r % cey 2ND STREE EG 12.49 EG 11.98 A1r- EG 12.20-....... 'EG ' .44 J' AEG 11.76 I I nll STORM MANHOLE u1 STORM MANHOLE - RIM = 12.18' ' 'N 1E S. W r s 10,03' \‘‘.. G _ RIM <1trite lr` Air: it N IA e 1'6• �� x ........... •.--: . * . • ...... . .. . .. . • '4: ... .. I . .. • . .. • .. 76% • . . r. •• • • •• ••• • • • •• • • •• •..... •.:.'....... ... . ........•._. ...:. ':..:...•_ _•_". :..• _- ..:..'.-..':.::r. -.•• • :•.- •.•.•.•::....:....• ..44 .- • - -• -...I:... •::.'::::.'::......_ :::.•:: _.. '.•.•::.•. _ ..•:. 111 GAS SHUT OFF VALVE CB RIM = 12.1$ I_9.38' SOURCE -OUTLET UNKNOWN SD - SD I I I I I Sob 111 - SO A I I C I i I I ....• ........ ....................... +. ... BUILDING / / ST-Ar\ RAt•N•PS Pa- trizo s„J�� 9tJ4 ? 5n eO S4 IA)Sby► t19Pia r! re. _t+S.tO ........................ ..... ... .... ...... ......................................... ... ... .... ............ .. .• I i I RETAINING WALL P.O. Box 1132 Freeland, WA 98249 P: 360.331.4131 F: 360.331.5131 www.dcgengr.com - -. NO. DATE BY CONCRETE SIDEWALK p2• REVISION I I I I -RIY1 13:17 I I RETAINING Y/ALL CONCRETE -_ ., �- -� RIM = 12 44' ASPHALT it N& S=:1,7n• I FL 12.19 FLI12.52/'`\ 1 j I 0+5Q> FL 14.30 j IrE5=8.31' cp. IE N : 6.61' i1, IESW=6.81 h.-Till STORMM MANHOLE RIM = 12 23' ,., IEN.S aE=S5I' V JL d VC�,' SE? RIM. FOUND MONUMENT IN C 0 to ..,. ./.." .-) %%45,, [ hr,..--",r ,..) ,,,....... <f U SENR. MANHOLE FL 15.90 FL 16.37 dfr 0 12+00 eo 1-3 • 0 N. • caF IE N SD ASPHALT GRAVEL LANDSCAPE CHAIN LINK FENCE STORM DRAIN ABBREVIATIONS: AIC CB IE SD SS TYP AERIAL INTERCONNECT CABLE CATCH BASIN INVERT ELEVATION GAS POLE STORM DRAIN SANITARY SEWER TYPICAL WATER GENERAL NOTES: 1. ALL EXISTING RIMS, INVERT ELEVATIONS, AND PIPE SIZES TO BE FIELD VERIFIED BY CONTRACTOR PRIOR TO COMMENCING EARTHWORK. 2. THE CONTRACTOR SHALL OBTAIN THE APPROVAL OF THE OWNER/OWNER'S REPRESENTATIVE PRIOR TO PERFORMING BACKFILLING ACTIVITIES TO ENSURE THAT THE REMEDIAL EXCAVATION IS COMPLETE WITHIN THE PORTION WHERE CONTRACTOR PROPOSES BACKFILL. 3. THE ACTUAL LIMITS OF REMEDIAL EXCAVATION SHALL DEFINE THE LIMITS OF BACKFILLING 4. THE CONTRACTOR SHALL REPAIR ANY POTHOLES, RUTTING, OR OTHER PAVEMENT DAMAGE CAUSED BY CONSTRUCTION ACTIVITIES PRIOR TO PLACING THE ASPHALT. PROPOSED ASPHALT LOCATED ON THE PROPERTY IS TO SLOPE TOWARDS CATCH BASIN (KEYNOTE 6) AT POSITIVE SLOPE. CURB RAMP DETAIL im NTS CURB RETURN DATA: ELEVATIONS ARE AT FLOW LINE OF GUTTER PC: PT: PORT OF ANACORTES QUIET COVE INTERIM ACTION CLEANUP SITE GRADING & RESTORATION PLAN 10+33A8, 26.50' LT 2nd STREET FL: 12.04 0+53.80, 15.00' RT 0 STREET FL: 12.15 Tzgt 1,4 L: 11.78' DRAWN: LA DESIGN: RLB CHECKED: DO SHEET NO. • SCALE: AS NOTED 14.0 co 0 et u. 0 co ca cn III ASPHALT CONSTRUCTION: SEE SECTION 5-05 AND SECTION 9 OF THE CURRENT WSDOT SPECIFICATION FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. FOR NEW DEVELOPMENT AND REDEVELOPMENT, EACH PROJECT WILL BE REQUIRED TO IMPLEMENT LOW IMPACT DEVELOPMENT GUIDELINES WHERE APPLICABLE. A. ALL ASPHALT TO BE REMOVED MUST BE SAW CUT. A JACKHAMMER CAN BE USED IF A NICE EVEN CUT IS MADE. WHEEL CUTTING IS NOT AN APPROVED METHOD UNLESS APPROVED BY THE CITY OF ANACORTES ENGINEER IN ADVANCE. ANY DEVIATION FROM THIS SPECIFICATION SHALL BE IN WRITING 48-HOURS BEFORE SAW CUTTING TAKES PLACE. B. ADDITIONAL ASPHALT MAY BE REQUIRED FOR REMOVAL BY THE CITY OF ANACORTES ENGINEER OR INSPECTOR. C. ALL VERTICAL DROP-OFFS WITHIN THE TRAVELED WAY WILL BE BACKFILLED EACH NIGHT D. ABUTTING EDGES AND CURBS MUST BE THOROUGHLY CLEANED. E. ALL ASPHALT EDGING WILL BE TACKED PRIOR TO ASPHALTING. F. ALL ASPHALT PATCHES MUST BE A SMOOTH TRANSITION NO BUMPS OR HIGH/LOW SPOTS (SECTION 5-04 3(13)). SURFACE SMOOTHNESS MAXIMUM VARIATION IN 10-FEET PARALLEL TO THE CENTERLINE IS 1/8" AND TRANSVERSE 1/4". G. SUB GRADE WILL BE COMPACTED AND TESTED PRIOR TO ASPHALTING. H. A MINIMUM OF 3-INCH HMA PATCH TO BE COMPACTED TO 92% MAX RICE DNEISTY (SECTION 5-04.3(10)B). I. ALL FINAL JOINTS AND SAW CUTS TO BE SEALED (SECTION 5-05.3(8)B) USING A HOT POURED JOINT SEALANT (SECTION 9-04 2(1). A PREFERRED SEALANT IS AR-4000. J. IN AREAS WHERE ASPHALT HAS BEEN REMOVED AND CDF IS IN THE TRENCH CURING, A STEEL PLATE IS REQUIRED FOR COVER WHILE IT IS CURING PROVIDE ASPHALT AROUND STEEL PLATE TO PREVENT THE PLATE FROM RATTLING. THE CONTRACTOR WILL BE CALLED OUT AT ANYTIME TO CORRECT ANY RATTLING THAT PROVIDES COMPLAINTS K. WHERE LOCAL BUSINESSES ARE AFFECTED, NO ASPHALTING WILL HAPPEN IN THE LANE OF TRAVEL. WORK WILL PROCEED BEFORE OR AFTER BUSINESS HOURS L. ON MAJOR STREETS WHERE TRAFFIC CONGESTION IS A PROBLEM, THE PATCH WILL BE PROTECTED WITH A 1/4 INCH STEEL PLATE UNTIL SUFFICIENTLY COOLED 10' O.C. HAINLINK FABRIC 1 TOP HINGE (180° SWING) FABRIC BAND OTTOM HINGE (180° SWING) CONCRETE CONSTRUCTION: SECTION 8-04 AND 8-14 OF THE CURRENT WSDOT SPECIFICATION FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. FOR NEW DEVELOPMENT AND REDEVELOPMENT, EACH PROJECT WILL BE REQUIRED TO IMPLEMENT LOW IMPACT DEVELOPMENT GUIDELINES WHERE APPLICABLE. A. CALL FOR A FORMS INSPECTION BEFORE PLACING OF CONCRETE. CALL 360.299.1951 TO SCHEDULE. B. NO MONOLITHIC POURS ALLOWED PER THE CITY OF ANACORTES CITY ENGINEER IN OTHER WORDS, THE SIDEWALK, CURB & GUTTER, DRIVEWAYS, DRIVEWAY APRONS, WHEELCHAIR RAMPS, ETC. ARE TO BE INDIVIDUAL POURS AND SEPARATED BY A FABRIC EXPANSION JOINT. C. PROTECTING THE CONCRETE IS THE RESPONSIBILITY OF THE CONTRACTOR NO GRAFFITI, FOOTPRINTS, FINISHING BLEMISHES OR OTHER OBJECTIONABLE MARKS ALLOWED. IF ANY OF THIS TAKES PLACE, THE SECTION THAT IS DAMAGED WILL BE REPLACED. D. CONCRETE SHALL BE A 5 5 SACK MIX WITH A 28-DAY STRENGTH OF 3000 PSI. ANY DEVIATION FROM THIS SPECIFICATION SHALL BE IN WRITING 48-HOURS BEFORE CONCRETE IS PLACED. E. THE PAN AND WINGS SHALL BE STAMPED. THE USE OF 1-INCH CONSTRUCTION FENCING ACCEPTABLE. ROLLING IS NOT AN OPTION. F. DURING THE FIRST 14-DAYS OF CURING, THE CONTRACTOR MUST PROTECT FROM FREEZING. 26' • ,, TRUSS RODS TRETCHER BAR \--12" ROUND SECTION CONCRETE CLASS C CAST IN PLACE PORTLAND CEMENT CONCRETE -FILLED POST HOLES • CHAINLINK FENCE AND GATE DETAIL(C NTS 4.0 DICIG civil structural P.O. Box 1132 Freeland, WA 98249 P: 360.331.4131 F: 360.331.5131 www.dcgengr.com NO. DATE CURB/GUTTER AND SIDEWALK WORKMANSHIP AND AESTHETICS: PER STR-06 5, CITY OF ANACORTES ENGINEERING DEPARTMENT CHAPTER 3: 1. CURB, GUTTER, AND SIDEWALK CONSTRUCTION SHALL FOLLOW A TRUE AND UNIFORM HORIZONTAL AND VERTICAL ALIGNMENT. 2. THE HORIZONTAL AND VERTICAL SURFACES SHALL BE A SMOOTH BROOM FINISH WITH NO DETECTABLE FINISHING BLEMISHES, UNDULATIONS, RIPPLES, SWELLS, WAVES, RUTS, FURROWS, GRAFFITI OR OTHER OBJECTIONABLE MARKS. THE END RESULT SHALL BE A NEAT PROFESSIONALLY FINISHED APPEARANCE. THE EDGE FINISH ADJACENT TO THE EXPANSION JOINT MATERIAL SHALL BE CLEAN AND FREE OF EXCESS SLURRY. THE EXPANSION JOINT MATERIAL SHALL BE TRIMMED TO A LEVEL EVEN WITH THE ADJACENT CONCRETE RESULTING IN A NEAT AND PROFESSIONALLY FINISHED APPEARANCE. 3. THE EDGE FINISH ADJACENT TO THE EXPANSION JOINT MATERIAL SHALL BE CLEAN AND FREE OF EXCESS SLURRY. THE EXPANSION JOINT MATERIAL SHALL BE TRIMMED TO A LEVEL EVEN WITH THE ADJACENT CONCRETE RESULTING IN A NEAT AND PROFESSIONALLY FINISHED APPEARANCE. 4. THE CITY ENGINEER, AT HIS/HER SOLE DISCRETION RESERVES THE AUTHORITY TO ORDER THE REMOVAL OF SECTIONS OF CURB, GUTTER AND SIDEWALK THAT DO NOT MEET THE WORKMANSHIP AND AESTHETIC STANDARD OF THE CITY OF ANACORTES. 5. SECTIONS OF NEWLY CONSTRUCTED CURB, GUTTER, AND SIDEWALK, THAT EXHIBIT CRACKING FOLLOWING CURING, SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT. CRACKING RESULTING FROM SUB -BASE FAILURE OR CONSTRUCTION SITE DAMAGE SHALL BE IMMEDIATELY REMOVED AND REPLACED TO THE NEAREST EXPANSION JOINT. MINOR HAIR LINE STRESS CRACKS MAY, AT THE DISCRETION OF THE PROJECT MANAGER, BE MONITORED AND RE-EVALUATED FOR POSSIBLE REMOVAL AT THE END OF THE MAINTENANCE PERIOD. POST SCHEDULE: GATE POSTS - 4" DIA. CORNER & END POSTS - 2 7/8" DIA. LINE POSTS - 2 3/8" DIA. TOP RAILS -1 5/8" DIA. GENERAL NOTES 1. FENCE FABRIC SHALL BE SECURED TO GATE FRAMES WITH KNUCKLED SELVAGE ALONG TOP EDGE FOR TYPES 4 & 6 CHAIN -LINK FENCE INSTALLATION. 2. MINIMUM POST LENGTH: 10' 3. ALL GATE, CORNER & END POSTS SHALL BE TRUSSED AND BRACED ALL GATES SHALL BE TRUSSED ALL POSTS & RAILS SHALL BE ROUND SCHEDULE 40 STEEL WITH GALVANIZED COATING. FENCING SHALL MEET THE PORT OF ANACORTES SPECIFICATIONS PER BID DOCUMENTS SHOULD AN DISCREPANCIES ARISE BETWEEN THIS DETAIL AND THE SPECIFICATIONS, THE SPECIFICATIONS SHALL TAKE PRECEDENCE 5. ALL FENCING SHALL BE SLATTED WITH GREY COLORED SLATS PER POA REQUIREMENTS. BY REVISION C nc-of5e '`)o -_/fir-.%-'�'7,�-:.�'l r=!'gyp,-./T 1y.'•-:. 3 INCHES MINIMUM eiI1a.7 6e/-16-k L T 44 1 �/l A PAVEMENT 3 INCHES MINIMUM CRUSHED SURFACING TOP COURSE 8 INCHES MINIMUM GRAVEL BORROW ASPHALT TYPICAL SECTION PER CITY OF ANACORTES NTS Ficat or, a %.)*._ S rise. CeePri ea Pere . gf\Rip...4-6- CEMENT CONCRETE SIDEWALK PER WSDOT STD. PLAN F-30.10-00 ECO BLOCKS SITE GRADE EMBED MIN OF 12-INCHES FENCING =- -ar • ; • Ci REMEDIAL EXCAVATION BACKFILL 6' SIDEWALK CL,�2 MATCH EXISTING GRADES '-I 'j PLANTING SOIL PC, CSC -Zz- 2 INCHES MINIMUM CRUSHED SURFACING TOP COURSE 4 INCHES MINIMUM r. CRUSHED SURFACING BASE COURSE l I -•-••-•-III I I f I f I I .� FIRM SUBRADE COMPACTED GRAVEL TYPICAL SECTION ( 1 NTS LANDSCAPE NOTES: 1. NO IRRIGATION SYSTEM IS PLANNED FOR THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR HAND WATERING PLANT MATERIAL THROUGH PLANT ESTABLISHMENT. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION 2. SUBGRADE FOR PLANTING AREAS SHALL BE 18" BELOW TOP OF SIDEWALK/TOP OF CURB FOR PLACEMENT OF NEW TOPSOIL AND MULCH PER WSDOT STANDARD SPEC 9-14.1. 3. THE PROPOSED GRASS SEED MIXTURE FOR THE LANDSCAPE AREA SHALL BE IN ACCORDANCE WITH PROJECT SPECIFICATIONS. THE PROPOSED MIXTURE SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL, 5.5' LANDSCAPE 4" CRUSHED SURFACING TOP COURSE "0" AVENUE RESTORATION DETAIL (---DM NTS 410 PORT OF ANACORTES QUIET COVE INTERIM ACTION CLEANUP PROJECT# ENV-08 SITE RESTORATION NOTES AND DETAILS SLOPE VARIES MATCH EXISTING ROADWAY CROSS SLOPE SAWCUT MATCH EXISTING GRADE CEMENT CONCRETE TRAFFIC CURB AND GUTTER REPLACEMENT PER WSDOT STD PLAN F-10.12-03 DRAWN: LA DESIGN: R LB CHECKED: DO SHEET NO. PROJECT NO.a14702407 SCALE: AS NOTED DATE: 10/03/ 19 15.0 Z 0 V re Els Z v IDC 0 ILL. 0 Z E 0 Ui 0 0 os • • PUBLIC EASEMENTS -III is gieui II ft is•f: ,•'....!......,....N.: :'�i r���-77-:::!:'�. off •fiii. jjkokypo latjirr •... •,!;. • •.• - Isp t; a :; - 11: t 1 Ir. oir Foo a. ti �,� ,�i,:: 1'-'•"''?f• '•� '4'' •''''� p , st •f icy;.li �rf,A; J7.1 y.�Ca:: ,.. ttr 5`rf�_hx1l+'l. r'$: 5��1''t lrifaa ljt-•• JI r :, ,; fr. It '1�fslf:1 �•1=.•411•C 1•I•1 i'yt1 :t ti:'t'r'` IV. :1.• �j'I;it S(F.-r,J11•C� * ll Y.i'r Ir )ii ,1 r,. 14. PAVED STREET SCALE: NOT TO SCALE DRAWN BY• 9 L FILE: ST-01 UTIUTY TRENCH TYPICALOWG EFFECTIVE DATE: (REVIEW BY DATE: 01-20-2005 05-31-2013 REVIEWER: BUCKENMEYER 7 //// / (/ 4 f: i. > . ao .;ter" :1 (f,n .�••'; r, ••;:� Jr• .•.%-.5 :ice.ti.Ic'r:•N 1•)I.ir e, •Ng.* 4• r.tt•.• •. •, r.l it•-••:, 1 ••-0" MINIMUM n- CONCRETE\ PAVED STREET GENERAL NOTES: 1A. 3 INCH MINIMUM CLASS B ASPHALT. PER SECTION 2-06.3(2) OF THE 2002 WSDOT STANDARD SPECIFICATIONS FOR ROADS, BRIDGES AND MUNICIPAL CONSTRUCTION, 113, CONCRETE PATCH TO BE THE SAME DEPTH AS EXISTING CONCRETE STREET, 1C, 12 INCHES - COMPACTED DEPTH TOP SOIL TO BE FINISHED PATH SEED OR SOD. SEED TO BE ViEED FREE, 2. SAWCUT 3, ALL SEALED (SECTION ASPHALTFIETWEEN OLD AND NEW CTION 5-05 3(8 B) USING POU10 RED JOINTSEALANT, PER SECTION 9-04.2(1). 4, 9INCHES 03 (9)3, AND PREPACRUSHED RED PER SECTIONR S2-06,3(2), 'SUBGRADE FOR SURFACING`. 5(A). GRAVEL BASE MATERIAL APPROVED WSDOT SPECIFIED MATERIAL OR SPECIFIED IN THE APPROVED PLANS, MATERIAL TO SE COMPACTED TO 957., PER SECTION 7-09.3(11) 'COMPACTION BACKFILL". SEE ALSO, SECTIOt{{ 7-08.3(3) BACKFRWNC". 503), CONTROL DENSITY FILL WILL BE REQUIRED BY THE CONTRACTOR IF THE TRENCH CROSSING FAILS 6. THE PIPE ZONE SHALL BE BACKFILLED WffH SAND BACKFILL TO 12-INCHES ABOVE THE PIPE, PER SECTION 7-09,3(10) 'EtACKFIWNG TRENCHES'. THE PIPE ZONE SHALL BE COMPACTED TO 90Z, PER SECTION 7-OB,3(1)C. 7. SAND BACKFILL - PIPE ZONE 8, 6 INCHES - SAND BACKFILL 9. LAY ALUMINUM LOCATE TAPE A MINIMUM OF 12 INCHES BELOW FINISHED GRADE AND 12 INCHES ABOVE PIPE, DETAIL: ST-01 STREET CUT REPAIR TYPICAL APPENDIX A - STANDARD DRAWING 2011 STREET REPAIR DETAIL rEM PER ANACORTES STD DETAIL ST-01 14.9 Q NTS D C G civil structural P.O. Box 1132 Freeland, WA 98249 P: 360.331.4131 F: 360.331.5131 www.dcgengr.com NO. DATE - BY J w O SLOPE TREATMENT - SEE STANDARD PLAN F•30,10 LANDING CEMENT CONCRETE PEDESTRMAN CURB - SEE NOTE 4 4'•o'r,11N, SEE CONTRACT PLANS I IS LANDING CURB RAMP CEMENT CONCRETE SIDEWALK - SEE NOTE 5 SEE CONTRACT PLANS - 4' • 0- MIN. 3/8' EXPANSION JOINT (TYP.) - SEE STANDARD PLAN F•30.10 • TRANSITION TO SIDEWALK BUFFER, IF PRESENT, OR TO BACK OF CURB (TYP.) - SEE CONTRACT PLANS CURD, OR CURB AND GUTTER - SEE NOTE 4 FACE OF CURB 1` CONTRACTION JOINT (TYP.) S. SEE STANDARD PLAN F•30,10 FOR CURB RAMP LENGTHS GREATER THAN 8' • 0- PROVIDE CONTRACTION JOINT EOUALLY SPACED 4' - 0" MIN. OC. DETECTABLE WARNING SURFACE -• SEE STANDARD PLAN F•46,t0 15' • 0 MAX. TYP.) SEE Notr 1 GRADE BREAK CURB RAMP --/ SECTION DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F-45.10 1: (s). OD6 5\ S • DEPRESSED CURB AND GUTTER - SEE NOTE 4 CEMENT CONCRETE CURB AND GUTTER - SEE NOTE 4 S .1••• • • -- 51 Occ_. traPe\L To USA Pc)Lk koatEe5 CURB RAMP WIDTH 4' - 0' MIN. LANDING TO MATCH CURB RAMP WIDTH - SEE CONTRACT PLANS GRADE BREAK SEE CONTRACT PLANS -4'-0' MIN. BUFFER WIDTH - MATCH TO CURB RAMP DEPTH (TYP.) Ifs Iltlli3�3 \ ir' - 'il ,':. '�Iliif ;Iiibil 1 Calif; --.,. ---.---- /' CEMENT CONCRETE PEDESTRIAN CURB 4. SEE NOTE 4 DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F-45.10 DEPRESSED CURB AND CUTTER CROSSWALK L 1 PLAN VIEW TYPE PERPENDICULAR B (SHOWN WITH BUFFER) GRADE BREAK iCOUNTER SLOPE - 5.0` MAX. TOP of ROADWAY DEPRESSED CURB AND GUTTER - SEE STANDARD PLAN F•10.12 CEMENT CONCRETE CURB RAMP 'TYPE PERPENDICULAR "B- PAY LIMIT - SEE NOTE 6 CURB RADIUS DETAIL REVISION NOTES 1. At marked crosswalks, the connection between the curb ramp and the road- way muss be contained within the width of the crosswalk markings. 2. Wnere "GRADE BREAK" is called out, the entire length of the grade break between the two adjacent surface planes shall be flush. 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- ances on any part of the Curb Ramp or Landing, or in front of the Curb Ramp where it connects to the roadway. 4. See Contract Plans for the curb design specified. See Standard Plan P-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and Pedestrian Curb details. 5. See Standard Pian F-30.10 for Cement Concrete Sidewalk Details. See Contract Plans for width and placement of sidewalk. 6. The Bld Item 'Cement Concrete Curb Ramp Type �" does not include the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian Curb, or Sidewalks. 7. The Curb Ramp length is not required to exceed 15 feet (unless shown otherwise in the Contract Plans). When applying the 15-foot max. length, the running slope of the Curb Ramp is allowed to exceed 8.3%. Use a single constant slope from bottom of ramp to top of ramp to match into the landing over a horizontal distance of 15 feet. Do not include the abutting landing In the 15•fool max. measurement. 8, Curb Ramps and Landings shall receive a broom finish. See Standard Specifications 8.14, 9, Pedestrian Curb may be omitted if the ground surface at the back of the Curb Ramp and/or Landing will be at the same elevation as the Curb Ramp or Landing and there will not be material to retain. LEGEND * * * * * * SLOPE IN EITHER DIRECTION 1.5 OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK 12% MAAX ) 7.5% OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (8.3% MAX ) 0.5% OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (10 %MAX.) ISOMETRIC VIEW TYPE PERPENDICULAR B PAY LIMIT PERPENDICULAR CURB RAMP TYPE B PER WSDOT STD PLAN F-40 15-03 \ 14 .*1 NTS PORT OF ANACORTES QUIET COVE INTERIM ACTION CLEANUP PROJECT# ENV-08 SITE RESTORATION DETAILS 7c11e1. Stbtt Jw,242111GJa11A1 PERPENDICULAR CURB RAMP STANDARD PLAN IF-40.15•03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION ett tC YC. %ty(6 i� w1622ihi a fire STATE: CI Smuu,a"rCf Washington Stale Dapodm.nt of Transpedo!ron DRAWN: LA DESIGN: RLB CHECKED: DQ SHEET N0. saf PROJECT NO.:514702407 SCALE: AS NOTED DATE: 1 0/03/ 1 9 16.0 sanb_SNoO SoW. ION - .N IS30 %06