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HomeMy WebLinkAboutPLN-2009-Ground and Utilities - SITE . . . A III r 17 T T_T.'FTT I 1"MIN -7—.T hhTT VICINITY MAP NOT TO SCALE PROPERTY DESCRIPTION LOTS 1 To 8,INCLUSIVE,BLOCK 56."MAP OF THE CITY OF ANACORTES"ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGE 4. RECORDS OF SKAGIT COUNTY,WASHINGTON, CONTACTS: ALSO,THAT PORTION OF ABANDONED RIGHT OF WAY OF THE GREAT NORTHERN RAILWAY 1. CITY OF ANAOOR7ES COMPANY BOUNDED AS FOLLOWS: A. STEVEN LANGE_ PROJECT MANAGER ON THE NORTH BY THE NORTH LINE OF SAID BLOCK 56 EXTENDED EASTERLY,ON THE OFFICE: 380 299-1963 EAST BY THE WEST LINE OF"0"AVENUE EXTENDED.ON THE VEST BY THE CELL' 350-11111111-3468 SOUTHWESTERLY LINE OF SAID ABANDONED RIGHT OF WAY, AND ON THE SOUTH BY THE FAX 360--293-1938 SOUTH LINE OF SAID LOT I EXTENDED EASTERLY. EMAIL, STEYELOCITYOFANACOR7MORG EXCEPT THAT PORTION THEREOF LYING BETWEEN THE NORTH AND SOUTH LINES OF THE B. JIM BALDWIN: PUBLIC WORKS INSPECTOR ALLEY THROUGH SAID BLOCK 56 EXTENDED EASTERLY. OFFICE'. TEL' 360-299-1972 CELL: 360—MI-3547 SITUATE IN THE CITY OF ANACORTES,COUNTY OF SKAGIT, STATE OF WASHNGTON. FAX' 31110-21113-1930 EMAIU JIMBGCITYOFANACORTES.ORG C. ERIC SHJARBACK: ASSISTANT CITY ENGINEER OFFICE, 350--293-1920 FAX' 3110-203-119216 PROPONENT SITE ADDRESS THE PROJECT MANAGER IS THE KEY PERSON OF CONTACT FOR THE CITY LANNY WIXON ANACORTES SENIOR HOUSING OF ANACORTES REGARDING TECHNICAL AND ENGINEERING MATTERS. ANACORTES SENIOR HOUSING 1201 N AVENUE THE PUBLIC WORKS INSPECTOR IS THE KEY PERSON OF CONTACT FOR 1300 0 AVENUE ANACORTES . WA 98221 THE CITY OF ANACORTES FOR QUALITY ASSURANCE,SAFETY,FIELD ANACORTES , WA 98221 COORDINATION AND INSPECTIONS. ANY OTHER CITY PERSONNEL 94ONNG IMPLIED AUTHORITY ON—SITE SHOULD BE DIRECTED TO THE PROJECT MANAGER. IF THE PROJECT MANAGER IS UNAVAILABLE,THE LINE OF COMMUNICATION SHOULD BE FOLLOWED. 2. ADDITIONAL CONTACT INFORMATION A. CITY OF ANACORTES STREET DEPARTMENT ENGINEER/SURVEY FIRM MATERIAL TESTING COMPANY MAC JACKSON: FOREMAN SEMRAU ENGINEERING & SURVEYING COMPANY NAME: MATERIAL TESTING OFFICE: 360-293-1921 2118 RIVERSIDE DR, SUITE 208 & CONSULTING. INC. B. CITY OF ANACORIES WATER DEPARTMENT MOUNT VERNON, WA 98273 OFFICE: (360) 755-1990 TERRY NEMETH: FORMAN CONTACT- JOHN B. SEMRAU P.E. & P.L.S. FAX: (360) 755-1980 OFFICE: 300-293-1921 TEL: 360-424-9566 C. COMCAST CABLE FAX: 360-424-6222 CASEY JONES: CONSTRUCTION CELL 425-508-73M FAX 36G-527-8302 EMAIL CASEY—.VNESOCABLE.COMCAST.COM EROSION CONTROL SUPERVISOR D. CASCADE NATURAL GAS DEN GHT BELL NAME: OFFICE.- 360-336-2189.EXT. 4211 (8-5) DIME: AFTER HOURS: 1-800-552-0615 CELL- FAX: 360-336-2564 E—MAIL I- PSE/INTOLIGHT SHERI CLARKE OFFICE: 425-456- 1 CELL 206-604-3858270 TABLE OF CONTENTS FAX: 425-462-3149 This plan 11,11 1*1PP1*1*1 for con lruclian in'clar"""*111 the I'll*1 EMAIL SHERI.CLARKEOPSE.COM SHEET NO. DRAWING TITLE • Ar.cart.,ordinances and policies. Actual.-fishnon..of the d.WW with applicable I...I.the .,P-.Iblllty of the professional engineer,whose name and stamp F. VERIZON NORTHWEST C1 COVER SHEET AND VICINITY MAP • appear an this sheet. Acquiring.tomplylg.th.and p-4dig mitigation far all CHRIS PARMETER: ENGINEER Federal.State,County and local low.,permits and mandates.Including but not C2 TEMPORARY EROSION ANS SEDIMENTATION CONTROL PLAN limited to the the Endangered Species Act,Federal Welland Permit,State OFFICE, 36G-757-2489 C3 TOPOGRAPHIC SURVEY BY AZIMUTH NORTHWEST, INC. Department of Fisheries"ydroudi,,Permit.Federal Flood Plain Permit.,National FAX: 360-757-4335 Pollutant Discharge Elimination System Permits Is the responsibility of the Deedopff. EMAIL: CHRIS.PARMETEROVERIZON.NET C4 SITE AND GRADING PLAN Landowner,and their Engineer. Th.iew,ano of this permit shelf not cor,tmwd a, C5 UTILITY PLAN proof of compliance with applicable laws and permit requirements. G. VERIZON NORTHWEST CIS SANITARY SEWER PLAN AND PROFILE Know whaft below. DEAN DUPRIS: CONSTRUCTION C7 PROJECT NOTES Call before you dig. OFFICE: 360-757-7621 Cfty E.911twer Date CELL: 360-770-7626 Ce PROJECT DETAILS This app­1.91..pi,e m ar.year fr—the date..led oba— COPYRIGHT 2009 SCALES: CHANDLER'S SQUARE INDEPENDENT LIVING FIELD BOOK/PG.: SEMRAU NNGDMKMG & SURVEYING, PLL� COVER SHEET HORIZONTAL: N/A DATE: 8/17/09 CIVIL ENGINEERING - LAND SURVEYING - PLANNING VERTICAL : N/A BLOCK 56, MAP OF THE CITY OF ANACORTES DRAVANG: 4097NT.dwg 2118 RIVERSIDE DRIVE — SUITE 208 2 AND VICINITY MAP NOTE: IF THIS SHEET IS LESS SECTION 24, T. 35 N., R. 1 E., W.M., JOB NO.: 4097 MOUNT VERNON, WA 98273 1 THAN 24-x 36" THEN SHEET ANACORTES, WASHINGTON SHEET: C1 OF 8 360-424-9566 OKA NO. DATE REVISION BY REV. HAS BEEN REDUCED M AWO- R TOPOGRAPHIC SURVEY NOTE: 1. EXISTING FEATURES AND EXISTING TOPOGRAPHIC BASED ON A SURVEY PROVIDED O'W --OHP pp 5PfE0 Wr S/M BY DESIGN BUILD GROUP.AND BY SURVEY PERFORMED BY SES JUNE II,2009 AND WEELCNAA7 1 LWP p#a — NfKELCHAR .ALINE IB,2009. RAMP RAMP lid RAMP /AMP RAMP REMOVE EXISTING CURB CUT REMOVE NG CURB CUT EROSION & SEDIMENTATION CONTROL NOTES ND A INSTALL NEW CONCRETE AND INSTALL NEW CONCRETE A. A PERVIFlm MUST H AND SEDIMENT CONTROL SUPERVISOR IS REQUIRED. THE ESC CURB AND GUTTER CURB AND GUTTER WIHENNSN YEARS F OME ATTENDED E.EROSION AND SEDIMENT cams OCLASS . - - MTRN 3 YEARS FROM TODAYS DATE. MUST PROVIDE CERTIFICATION CARD. ................. -- B. THE CERTIFIED EROSION AND SEDNE14T CONTROL SUPERVISOR MILL OVERSEE AND q �. BE RESPONSE E FOR ALL EROSION CONTROL THE FACILITIES SHALL BE INSPECTED + DAILY AND MAINTAINED TO ENSURE PROPER FUNCTIONING. WRITTEN RECORDS O t �. ,Z•,,3%4 I._.Yl'1' 1 SHALL BE KEPT OF MEETLY REVIEWS AND AFTER EVERY SIGNIFICANT S70RM EVENT D NM'/'10 3 Z S t € T SIGN ..�R. TO THE ESC FACILITIES DURING THE WET SEASON(OCTOBER I TO APRIL 30). ..___ __. ......... ____ L' „......... .. ...........__ .... ..._....... .........._._ .. Yi....._... ........................... ...... ._....._ �:. �, .........- ........_.... .... .......... .......... ......._... __...... ..... ........_... .. .. _ ._.__ _ ..___..._.. MONTHLY CORDS RENEWS INNING THE DRY SEASON(MAY 1 m SEPTEM 30). WRITTEN _ PROJECT OR I ® , ` .....'*AM°N�I���� 'N CHAAP_.__... WEEKLY BASIS AT THE WEEKLYI SCHEDULED PROJEANACT�TM�INSPECTOR a NFAM AMP NM -- i 'PAW AIW i C. THE EROSION CONTROL SHALL BE N PUCE PER THE APPROVED SET OF PLANS Y \\ ''1 CX.COIVC S*MM•ALY Pi j 1 PRIOR TOANY CONSTRUCTION START. __ TIE RUptdMp NMG CONDITIONS VICE A OAY AND YOdFlEO m MEET \ 1 r/ _ \ ' r— _- PROVIDE A SIGN DISPLAYING A 24-NOUR CONTACT NUMBER AND NAME a THE .—.—.—.—.—..---— ESC SUPERVISOR. THE LETTER SITE SHALL BE A MINIMUM OF 2'LETTERS. THIS ypa \ ,� I E. , ' SHALL BE IN PUCE PRIOR TO OONSTRUC11011 START. REMEMBER,THE LOOK OF �`L, i 714E SIGN WILL IN A L CAT 4 B S THE CONTRACTOR NG DEVELOPER AND PER WSDOTi1 INSTALL CATION BASH INSERTS N EXISTING AND NEW CATCH BARNS PER WSDOT 1-H0.2q-00. \ I _ 1 I I pJ STAGING AREA F. THE STORY DRAM SYSTEM AND EXISTING DITCHES SHALL SE CLEANED DAILY I -____.... ._1-. I I �; / !•; I `Q¢t ` (SECTION 7- .3). ALL DRAINAGE SYSTEMS SHALL BE CLEANED TO 111E W�A7B 1 y ; d �C07ANCE OF THE CITY OF ANACORTES PRIOR TO ACCEPTANCE OF THE I r T. ( OPTIONAL I _ 1 3 / - 1 ;- 1'•i G. srAauxFD cONsmucTlN ENTRANCES AND ROADS SHALL BE INSTALLED AT THE I IV STAGING 1 ; ' + II I %�'I 1, j 1/ `�l `, I Ion I ..................... BEGNNNG OF CONSTRUCTION AND MAINTAINED DtHNr1c THE DURATION Of 11E gg W AT8t..il PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED,SUCH AS WASH PADS m 3 „p \ a ., t I , I I , , / i ,` 1 1 t _�I ; •`� ENSUE THAT ALL PAVED AREAS ARE KEPT CLEAN. NO MUD IS ALLOWED TO • ` t �;. /; .o-,:� ...� I / i ,' ; I \ i + ` ENTER Nm CITY STREETS. 11 i N. ANY SOILS EXPOSED THAT WILL NOT BE DISTURBED FOR 1WO 2 \ , -•aG.:...,_._ f�" �< I TEMPORARY GRAVEL ODAYS g1W1NG THE CONSTRUCTI WET SEASON OR SEVEN(7)DAYS N THE DRY SEASON SHALL BE IMMEDIATELY LF OF CPE ` , STABILIZED MTH THE APPROVED ESC METHODS(SMMCN WA.CM G,PLAS71C I l _ 1 i / i I S 0.010+ COVERING.ETC.) ' TO REMAIN TINS DETAILENTRANCE/E70T i I c 1. TWO(x WEEKS PRIOR m THE BEGINNING OF 714E WET SEASON(OCTOBER 1).ALL IS l % _ TEMPORARY CATCH BASIN WITH AS PERMNNENT ; DISTURBED AREAS SHALL BE RENEWED TO IDENTIFY FMCH ONES CAN BE SEEDED SILT FENCE FOR IN.ET PROTECTION `\ 1 ¢ I I N PREPARATION FOR THE WINTER RMIS oESNRBED AREAS SHALL BE SEEDED PER WSOOT STD PLAN 1-40.10-00 ' i Q MnRN aNE(X)WEEK OF THE BEOMM OF THE WET SASH. A SKETCH MAP OF THOSE AREAS C _.. ............ TOP s•10.0 i' ' \`\ 1`••••. SUBMITTED m TTHHESEPROECECTDMANA1ERR.. 1NEPROic MANAGER UNCOVEREDA SHALL SE / / 1 Ese 14.34 I F \_``- SEEDING N ADDITIONAL AREAS IN ORDER TO PR07ECr SURFACE WAIERS,ADJACENT `. ( I _ F� PROPERTIES ON DRAINAGE FACILITIES. -"`- -� t-- `� )�� J. -PENALTIES FOR VIOLATION. EACH DAY IS r.c.c Y HIGH TEMPORARY '� ``` L•': PENAL7ES FOR AN EROSION CONTROL NOUnON ARE SUBJECT m A f300 TO EARIFEII BERM , lJ CONSIDERED ONs�T VIOLATION. �M � 1 {7000 FINE UNDER I , _ 1 , r _ -_ _....,......_„ N DEMOLITION NOTES zP 1 a° M n ILL.Lfv (' I Att�w.l :.F "96 `. i' _._ ' TO BE REMOVED ' , TYPE 2 54 A OWNER LOCATION OF STRUCTURESS�TRUC URES Ave TIMPROwSTRUCTURES E FOR CONTTRRACmOR REF ,` , i : I SAD•. —7- -w-- •i _.___—_-._... ... _.._... Y. - _ .. Y `P I'"y1P •'{ ,``I .J-` N.-S i.'s B. CONTRACTOR SHALL USE AND MAINTAIN THE EWA ALLEY PAVEMENT FOR 1 A7R I _ I ••:i - MAULING DURING SIlE SIPo LINIIBBINC AND E1tCAVAINN. 7( I 6"E1I7Rl qE7 I I I // lag •Fd• P '_..., i = i T'Afi-'1 4— I TTT C. CONTRACTOR m REMOVE EXISTING ALLEY PAVEMENT AND EXISTING SIDEWALK N I cum I I I IPCTAWAC AFx F ._; - ---- i 42 LF a I`: 0 I 0 20 40 60 WEST AND NdtPROJECT SITE�ARPERWEIER OF PROJECT 47E m iL1E EXTENT INDICATED N THE g4 I y ARW ROGK II l[ IRS I�-- I �k+_ .' I p�F.`•i y S- 7 '1 a '`� I TO BE REMOVED 'Ism SCALE 0. REMOVE 2 EXISTING CURB CUTS AND DRIVEWAY APRONS ALONG 12TH STREET. Alsslsted Li Vin I I ' I (� f I E. CONTRACTOR SHALL COORDINATE WITH OWNER FOR TEMPORARY WATER FROM .(° I ..x7) I I Facility 9 I I i XA&M AM E OF1EMKwEXISTING fAdU11E5. I OICTiDS 2% t GWATER NOTE: wMs w CONTRACTOR TO BID 200 LF SILT FENCE AND s o msaa Cxt57M0 000 LF ORANGE MESH CONSTRUC71ON FENCE �raufwn nwc ANecr.m.s r M ATfAM IAWM M TALC £'_ 1 F1LT3t F'IMC �f1YSY'PT.WW1flO�pllFpa�NIN� TNOTE pIR FAR M KTJ U U h SmYFM WXtlER SPIII.YMY fin�iPPPWO.ED YENIIS (srnw BONE TYPE SIX1Wl1) AS TO RUpsF ro OASM SUPPLY WATER TO WAS HI MESS F NECESSARY. ?. FLAW • NOI-WWIWI WWNMIF mllll/l f/EWC I �Q aT iv Yee �f WE lift\ o A\ • .`2AGccA .. i Know wha1Y._s(below. .AIa.L WM1T MW,pI WAMWL x„ YM a ,MGM - Call before you dig. Na'rETA1Oe1 wc a WmE :a is :•::: ' a J', P `x -' This plan sheet is approved for construction In accordance elth the City f Macar-ard—ca anal policies. Actual confpmmce of Me designYN applicable TX�i�1/I pit lava is the raaponalblity of the Professional Engineer,eh—nee d Stamp 50'MIN. appear an this sheet. Acquiring,campl Or,ei/h,and"Iding rn"igatlsn for all Federal,State,County and bcal lase,p—ils and mandates.Including but not H Ilmilad to the the Endangered SpeciesAct,Federal Wetland Permit. Stale Department of Fl h-i•s Hydraulics Permit.Federal Flood Plain Permits,National NOTES: Pollutant Discharge EIImNgtion System Permits I•the responsibility of He DeeYapar, L-doener,and thee Enq`n_ Thee 'Ic-1e f this permit shop not construed as I.THE ENHANCE SHALL BE WRNOKIN M A proof of com Pliance sit applicable laws and it CLONING TIME Mu PREVENT TIM W,IW Perm requirements. iLOTWIG of SCISYENf Nro PUBLIC WKNIS- - oF-WAIF.lie wr SQUIRE TOP OfES51NO, REPAR Mf0/ON GIFANpR Of N!Y YFAAMES USED TO ISM sEDMQ1f. IW�X1o@� IA10 a-fa-XMl - 2.WHEN NECESSMY,HEELS SNARL BE CIFNED '�ORM CRY Er*_ Date flONp wec iT RNl[n.e PRIOR ro ENHANCE ONTO EQ PUBIC Mwr-a-THY GRAVEL This appreM sill aspba In on•year ham the date noted abew. SILT FENCE tl1""'WW an fi ANAcpIQ WfWL PER, O.MEN WASHING D WEONRED.R SwLL SE DARE _ ON""AREA INTO x`°M K "" CONSTRUCTION RMlD N: M— • /s�9 TIMT O WEN WAN MRIOA]I SFDNENE TRIP 0 f IXI SEpYEM BASH. ENTRANCE/EXIT /LXIT �B.S� AAA Ai�lfl��ii��IAAA AS \04 OT WA8/,! G COPYRIGHT 2009 SCALES: FIELD BOOK/PG.: SEMRAU ENGRUZRING ONE SURVKYWID. PLI.0 TEMPORARY EROSION CHANDLERS SQUARE INDEPENDENT LIVING CIVIL ENGINEERING • LAND SURVEYING • PLANNING HORIZONTAL: 1' 20 DATE: 8/17/09 2118 RIVERSIDE DRIVE- SUITE 208 26 a. AND SEDIMENTATION VERTICAL : N/A BLOCK 56, MAP OF THE CITY OF ANACORTES DRAINING: 4097TG.dwg MOUNT VERNON, WA 98273 'O^'y�,sruN°?44 NOTE: IF THIS SHEET IS LESS SECTION 24, T. 35 N., R. 1 E., W.M., Joe NO.: 4097 360-424-9566 f'9s7ONAL 4YO N0. DATE REVISION BY REV, CONTROL PLAN THAN 24'x 36' THEN SHEET HAS BEEN REDUCED ANACORTES, WASHINGTON SHEET: C2 OF 8 -04P O4P CAP 9W 1 °Il°�T�?1T_1�[tQfCiT mum _ ,lea STOWJ79.7Y -�-`�-- NWY TO MH RYEV�µ 7 tr w skw N/S IV FLOW E,2.2' LEGEND 1Tw ITN tzw 1Yw 1Yw r 'jw 5 I D - —® STORM LINE UTLTY POLE N J� - I ------- R STORM MANHOLE m¢ TOP OF GRATE ELV.28.75 I 0 CATCH BASIN I GUY ANCHOR IE OUF TO No. 26.30 N W ; art —_ .._{� — TT09P OF DRAW El"..t7.64 OUT m 111 E 1594 —S— y�NRARY LINE POLE W/STREET LIGHT ASSEMBLY y g a 7 I �' ; 'LP: r I I 14► \ O t` Eq! I c rt m E�ASi�e ei�.n16]6 0 SANITARY MANHOLE o CASCADE RAT.—T— GTE BURIED GAS ONE r 6 . — BURIED FIBER OPTIC LINE 1 I I I WAGRMAF6CAI OCAT10 IS }¢ I 11 0 INDEXED CONTOUR INTERVAL 1' CONTOUR INTERVAL i SANITARY$1E11 W � I .fi. � RA DAY.3t.xa E ', I 1 vi BREAK LINE(SLOPE CHANGE) ` f ` SANITARY SEVER NN ---- S✓ RIM ELEV OF 17.96 ---- LE N VEST/,NO.E7.67 r _ M EAST E 6.26 N 8959 3'E 70;•_ ar so.E 7.64 GAL DESCRIPTION(FROM AWTORS FEE No.93,2080,25) 1 b' EXIM.OED, :'/G9; aAPB �LI... It. AY7 I Jr IG9 \ I P \ b I\ PARCEL'A r ' I SKAGIT COUITTY.WASHINGTOIr AS PER"PUTRECORDED N VOLUME 2 OF �I y/ I. MAP OF ME CITY OF ANACORTES. PUTS.PAGE 4.RECORDS OF SKA IT COUNTY.WA99NGTON. 3f 41tVY 14LL rrjt I 416. I .IL® JL 1! I 4L91 I 4L I 1L O SffUA�CRY OF ANACOR7E5.COUHIY OF SKACIT.STATE OF PARCEL I`rI II 0 lOIS 1 TO 4.91CLUSNF AN!LOTS 9 TO 10.NCWSAA:.BLOCK 56.'IMP �" ,f I I I%' I N ...._I .1•.,: I I r IN VOI Nff 2 P ACCORDING RECORDED LA OF G�9 . WAy�COMPANY Of ABANDONED RIGHT of WAY OF Tf#fNiFAr NORTHERN 8459'41';W 299.69' ON THE NORTH BYSY THE NOILRI LINE OF SAID KOX 56 EXTENDED EASTERLY. ■ s "y['-p� �t 7MESWTFINESIERLY LINE OF SAION THED "ABANDONED RKMF WAY NIXCEyT 7FNT THE WEST NMRX � " , j fr, ooD1E3 eI6AE WAY DROP[iwlrx] THROUGH SAID B BETWEEN L se D THE M EASµTMY01lTN ONES OF THE d N THE EIS"CUM AD OUTER UNE STURM r W 00 17NW SITUATE IN THE CITY OF Ta S 6 MH 9'b9'41 W gl9ippf�9c��vII91�r 379.68' Na/Se.15 RON E 10.40 WASHNGTON ANACORTFS.COUNTY OF SKAGIf,STATE OF —,ARr sE9ER MN CONTOUR INTERVAL ONE Pon RIM N9/L�.44 p BASIS OF BEARING MOMRIEIITED ODTF%1NE OF BEVDM SIRFET H=M THE PUT IIEA W OF'EAST i N T E E.7.13 N89'59'41" 299.68' OJT EAST IE 7.t] DATUM N.GS.BEIDI MAN(AA1939.p/Igp90.9EN0 A STATION ESTABU9ED ON THE 2 F-1 FACE OF T E U5.POST OFFICE MANIAC NAVD 29 EEYATWII O'2297 NOTE-TO CONVERT TO CITY DAIM ADD OC77 FEET TO THE NAw 29 DATwNOTE-THE UNDERMUD UIOTES DEPWIFD ARE FROM U1NTY LOCATE PANT MAN" ON TE SIRFACE M ACTUAL LOCATIONS ARE TO BE DEIDIWO)N THE FEUD. 31 n� I I tj I n rIrdni '.5 8 59'34" , :' "�299.6T��- -...0,- 4 I -------- ---� 6 G` --- —�—' ----- -- W 9A5 IRE PHR IIIEIY WP N� o SANITARY SEVEN MH O bI RIM 13EV OF E.MOB 7. J Z NT 110EST4a 7.51 I I I IXIT No.E.7.46 1 � I ca 9W lOP OF ORATE 14.W c �`E12°' WOFRKSHEET C. ------ N I auTr`�E1214�---_ SHEET: C3 OF 7 SURVEY IN THE NE QUARTER STORY DRAIN MN SECTION 24, T.35N., R.IE.,W.M. WWI ° b° Ho/�F 04E eL2s CITY OF ANACORTES, WASHINGTON N 9Esr E s.27 AZIMUTH FOR -III SECURITY INVESTORS 89'59_31" E 37�.es' ORTHWEST, ZINC. 1595 WOOD ROAD [950248) .DAT BK\UP DISC-[48] I OLD FLO BK: BOW. WA. 98.23,2 DRWG:950246.DWG DATE: FEB 95 SHEET 1 OF 1 [aoe� vcs-vsze FLO BOOK: 19/15+ SCALE: I" = 30' ]08 No,95.0248 .e I I 1 -------J I ------------------------------------------j �----' WHIMOYAAt EM GAS EX.CCNC.SKIEWALK RA'� 2'SIM ow ONP ow c c RAMP 2- REFUGE SIDEWALK WITH NEW AWCNAAP ' w ELLHaR z•s RETAINING WALLS TO BE INSTALLED WITH LANDSCAPE CONTRACT. SITE SAWCUT AND POUR RAMP CONTRACTOR TO GRADE AND STABILIZE A STRAIGHT GRADE FROM TOP 6'MADE CONCRETE SIDEWALK NEW CURB AND GUTTER 12TH STREET ELEVATION OF NORTH WALL To BOTTOM ELEVATION OF SOUTH WALL AT 0.2 FEET ABOVE ADJACENT NEW CURB AVE TO•o•AVE 12TH STREET FINAL EXCAVATION FOR WALLS WILL BE BY LANDSCAPE CONTRACT. TOP OF CURB ASPHALT REMOVE EXISTING CURB, GUTTER, TT REMOVE EXISTING CUR 6.GU RAMP YROK AND SIDEWALK AND INSTALL _I AND SIDEWALK AND INSTALL DONN TO SIDEWALK RAMPS,TYPE 1 PER g N SIDEWALK RAMPS,TYPE 1 PER ASPHALT EX PALELKNT W$DpT 57D PLAN F-40.10-01 TO PUN F-4Q.10- 1 1W 7 , AMP ® ® t ,O EX CCwC SDEWALK .. .. :. ' -:. O 0 10 20 40� so r----' SAWCUT six is CB7 5' ! CB 4 20J! h C8.2•^�.�' .a�,g 1 t 1 R_3' �. SCALE I 27.4 TCFG T�25.4 CB 3 1150 4'HIGH tin ,7�I.- 1t• ` T 18. W I R�3' T-17.i _ry•, �ReOsCnKERY ,i? 4 \ ... R-3' ASPHALT PAVING 1 �,y 18:2, L N: Tw t I e t' I a . I r R 8'xv auI DID o $ 1 40'�' I 24'TYP. C01'1C PATIO CEMENT CONCRETE TYPE 6 y'I�T t 20'�1�24'TYP. 0 +� EXTRUDED CURB.WSDOT STANDARD NEW 8'HIDE CONCRETE 1 / \ \ FFl 27,9 ( PROPOSED / a'( FFL*18.9 a7 ALT PAVING 1 �` PLAN F-2b(TYPICAL) SIDEWALK.FIELD LOCis ATE 1 ?r J INDEPENDENT LIVING jJ C _ W W I I I SIDEWALK AROUND POWER POLE ` t EAdLITYrADCTWN r I B ' ;ADA RESERVE:PARKI!}6 SIGN', ., I ........ . SIDEWALK RAIN'TYPE 2I ! (MUTCD R7-801) ..:�';.. PA kNG } I PP t wsoOT STD PLAN F-4Q72—oo 8'XB'!r i (TYPICAL of 3) SPAS t�-t .. CONC i .1�... .` S T 1CCESS I FFL' 8.9 PATIO - SIDEWALK RAMP TFPE 2 1 1&0 .8 I 4 I WSDOT Sip PLAN�F-40.1`t-00 i 27.94 1 CB 1 d SAWCUT RCS, G• _ T-17.4 CB 7 II :. . 2Q.1 ' 27.7 , _ _ .. ALLEY PROFILE �-——— .......r:. N - - - '-- I t, ... ......:.. Ti17.8fl b; L7L_V�.{C S a \ �Y7 iil ? ; a E L.Vv�L INSTALL NEW NEW CEMENT : .� CONCH PATIO r r - _ _r — — - '— - INSTALL NEW DRIVEWAY —— yp CONCRETE DRIVEWAY . .• t ts° I 130'x20'GEO-GRID —' - ENTRANCE TYPE 3, ENTRANCE TYPE 3,PER ft2 PER ARCHITECTS a PER WSDOT STD PLAN F 80070-00 lag I I I t PLAN F-80.10-00 I I9 I ( I I I I I I REMOVE EXISTING DUMPSTER PAD AND FENCE lag AND INSTALL NEW 10'Xi8'CONC PAD MATH I I R I I Existing I I I I I A FENCE ENCLOSURE PER CITY OF ANACORTES NssExi t Living REQUIREMENTS. UK OUT WITH PAINT THE I Facility I I I I EXISTING PARKING STALL I 0 10 20 40 60 Fn `SCALE I T---T— --�— — I'.k�•;�; I I I.e. pyyyCl Existing jgET Asstetad Living Foclity e'xw F CONIC I { PATIO I I A y�PB I I z I PRama Coc" I I z7.9 7 # I I 279 This plan,halt 11 1111—d for ao huctlan In acc dance Ith the City I a. .• I I Antes ordinances and pollcies. Actual conformance of the beige with applicable ' � :';.j.;�:�`.: / Iowa Is the responsibility of the Professional Engineer,whole a and stomp q, p yinq ith,and proeldlnq Itigoti-far all Federal,State,Count d locd laws,permits d mandalea,including but not w j G4ALEL Il�mpited to ear anItha the if ndongered Species Act, Federal Wetland Permit,State Da t t f Fisheries N Federal Flood Plain Permits,National ,^,^, Po-men ion ste Permit, 1 li Pollutant Dilcho-ge QYnFolion System Permits to the Permit Wholy of . .tru ap.. L_VVL+ Landowner,and Neir Engineer. The Iswance o/Ihie Permit than not construed a $, :,f4y/Ai:T $ (� proof of compliance with applicable lows and permit requirements. a a m Know what's below. Call before you dig. 3 City Engineer Data DINING ADDITION This appratai will expire in an.year from the data note aba... SCALE , _gD' �. �3 0`� I Tj.A SO6 ar N�L� /' COPYRIGHT 2009 �� SBMRAU ENGINEEMG & SURVEYING, PUC SITE AND HORIZONTAL IS 20' CHANDLER LIVING'S SQUARE INDEPENDENT LIVING DATE B�/p 8/-: - CIVIL ENGINEERING • LAND SURVEYING • PLANNING /09 2116 RIVERSIDE DRIVE - SUITE 208 z xe VERTICAL : N/A BLOCK 56, MAP OF THE CITY OF ANACORTES DRAVANG: 4097SD-2.dwg a MOUNT VERNON. WA 98273 Laret�° GRADING PLAN NOTE: IF THIS SHEET IS LESS SECTION 24, T. 35 N., R. 1 E., W.M., JOB NO.: 4097 360-424-9566 `ealaNAL Spa+ NO. DATE REVISION BY REV. THAN 24% 36e THEN SHEET ANACORTES, WASHINGTON HAS BEEN REDUCED SHEET: C4 OF 8 B 2'TAPPING SADDLE WITH 2'GATE VALVE I PER CITY OF ANCORTES STD EiL_V Ufa J/r CL_vvrt /v I I '�1 n/+li A/ ----__I CL_ — `ry ————————————————————————— �CH'N E cAs 1'TAPPING SADDLE EX.Cam SCEwALK RAMP �'s>EEL WITH CORPSTOP 0 ` OW —a' cHe p/R SRELD LINT SM G C C - RAMP CHAIR 4'TAPPING SADDLE NOTE: CONTRACTOR SHALL NOTE: RAW RRAMPavALR �2's NOTE: DOUBLE DETECTOR WITH 4'GATE VALVE CONTRACTOR SHALL LOCATION CHECK ASSEMBLY IS TO PER CITY OF ANCORTES STD PRIOR TO INSTALLING CONNECTIONS.—\ 12TH STREET 0'TAPPING TEE BE LOCATED IN THE FIRE 1%'WATER METER PER ALL TAPS TO MAIN BY CITY WITH 6'GATE VALVE 12TH STREET RISER ROOM. CITY OF ANACORTES SM. APPROVED VENDOR. (FL X MJ) ASsNALT - - — MIE O?ANl HIFY 20 - - - - - - - - - FIRE HYDRANT A ABLY RAMP M01OLM SKiV 1'COPPER SERVICE AND PER CITY OF ANAC TES IRRIGATION METER PER CITY CB 2,TYPE I 10 LF A STANDARDS SHEET OLD 4'STEEL GAS MAIN AswlAlr EX7RUOM v�i>n"'VLENr _.... OF ANACORTES STANDARD TOP er 17.6._...._. EE DTORZ SHEET N It 30 LF I I NWEEZLYUNP 17 LF OF 6 DI PIPE RAW (DID LF ® 1'SERVICE LINE ...:. EA:LYNI..SIDEWALK .... ... ................................................... .......................... ..... ... ..$ ...... ......... ................... ...................................... .. ....... ; 3 0 45 LF PIV ........... 4. a 0 10 20 40 60 s«'�av S=10.0344 -t3.7s SAWCUT r ——————- T les (RELOCATE CB 5,TYPE 1 40' SCALE I TOP- 26.9 N7 HrA I IE- gas 70 LF 12'CPE 101E TOF 8 -18.7 z r I 25 25.4 12?CPE 12'CPE S se 0.01 rM_18.0 QLq� IE 22.0 S ve 0.392 3,TYPE 1 11So 2 /60 LF 24 66'CMP 7 TOP 134- JI FIRE SERVICE LINE IE 1234 �I 55 lF OF 4'PERFORATED PVC 12 I 1 23 FOOTING DRAIN PIPE 6 4'DI PIPE , W 11 TOTAL -- -- TO CATCH BASIN! 13 w PARKING 22 2'WATER SERVICE (TYPICAL) 5 �f 0 SPACES g w PROPOSED 212 LF OF 14 7 C.O.LF OF q v w A 21 INDEPENDENT LIVING 4'DI PIPE in OF CONNECT DOWNSPOUTS I TO CATCH BASINS WITH FACILITY ADDITION PVC 8 4'SOLID PVC PIPE DI PIPE CMP STO- 1MIN I 20 O„., '; 15 S 0.02 3 I A 55 MIN WITH GRATE 4. 6.8 y,,e O16 LF A 19 (TYPICAL) 70 LF aF 8'CPE i6 80 LF OF 8'CPE 2 I I z 45 LF CONCRETE C S 0.005 O1O LF S se 0.010 t, TYPE 2-54'W+7H STA 0+95 TO 1+41 I � 2'DIA.FRAME AND GRATE I 18 1 - 17.40 IE N se 10.50 d j I 17 O 1 -sGA�P I IE S-10.89 IEW-13.89 — — — ALLEY PROFILE — I nnr, t�� z F• 42 LF + Aq VV/� LJV w IT SSS I n/+ �[�f1e H 402 12 SSW LtL.v�./\ YI ... ......... I.. ——————— IE e'CHAN za9e ................. ......... ER CiL.vv :Iv 5 er 0.0057 r n. -T-- T— T— Eases 26 r--- I I /° I I I I IE- 10.65 3 ' PROY DE SHOP GQI vG M DRA G FOR RETAINNG NNC[ in I �N I I AILp RdCA WWWu I lee I C8 6,T"1E 1 I RA CON CnoN Existing I STA 2+53, 9'LT. I I A ' 9 CB 7.TYPE 1 W I I I Issisted Livin STA 1+83,9'L. lY1P 7.8 Facility TOP 17.7 i IE 14.69 I w I I I I IE_15.04 I II Iv I IV III 16�. �+i I I`f• II..I Iv I 1/v I �� I • N NOTES: t 0-MOICATES BUNDLE OF 4-2* S PVC CONDUITS FOR FUTURE POWER AND I6t U710N B -CONTRACTOR NEED 1O COOROMATE REMOVAL OR MOINO OF UTILITY POLES This plan sheet Is approved for construction In accord,"ce with he Clty f Anecorlss ordinances and policies. Actual eanfarmanee of the deNgn with appaooble laws Is the responsibalty of the Professional Engineer,whose name and stamp appear Stales,Cheat Acquiring,complying ith, d providing mlligat""/w all deral, yand local lose,permits and mandates,Including but not limited to the the Endangered Species Act,Federal Welland Permit, State • Department of Fisheries Hydronilles Permit,Federal Flood Plain Permits,National poll u font Discharge Elimination System Permits Is the r.epan.BPily of the DeMaper. Landowner,and their Engineer. The Issuance of this permit shall not construed we proof of compliance with applicable law. and permit requirements. Know what's below. Call before you dig. sty Engineer Date -pq This approval willevpke I,me yew from the oats notes above. 106°Y W L G COPYRIGHT 2009 s` SCALES: a "El 11/ 1: SWAU ENGIIMMMG k SURVEMG, PLIC UTILITY HORIZONTAL: 1' se 20' CHANDLERS SQUARE INDEPENDENT LIVING DATE: 8/17/09 CIVIL ENGINEERING LAND SURVEYING • PLANNING VERTICAL N/A DRAWING: 4097SD-2.dw 2118 RIVERSIDE DRIVE- SUITE 208 zeexa BLOCK 56,, MAP OF THE CITY OF ANACORTES 9 MOUNT VERNON. WA 98273 +OA'YEDlsfstN°++++ PLAN NOTE: IF THIS SHEET IS LESS SECTION 24, T. 35 N., R. 1 E., W.M., JOB NO.: 4097 360-424-9566 "�oxAL B"` NO. DATE REVISION BY REV. THAN 24'x 36' THEN SHEET HAS BEEN REDUCED ANACORTES, WASHINGTON SHEET: C5 OF 8 ASPHALTfXIRUAFO _._.. P�IE,VE1Vi'_. _ .._. _._. .. ._.............. .. .. ....._..... _....___... ...._.. _.___ _._.__._. __.___ x ....._.__ _.__._. .._.__ ........____..._... ...._._....._.. .__...... ___.__.... ....____. s. ..____.... _._._. _.._....__.1 ..__ ,. _. I i ... ®NM ®IM/ 1 CUT- RAW EX LYWC.SIDEWALK .... ..::...:'................... :'....:'.. . .................. 0 10 20 40 60 s ::: sAWCUT — a 4 40' a SCALE I 26 \\ � W 25 MLr----� V 10 8 z TYPICAL SEWER 64U8 24 7 a-v m v eve sec 8 a-sec ar 23 12 s I E �.saes W 11 TOTAL I PARKING 22 13 0 �� W t SPACES 5 PROPOSED C.O. Di x E 21 INDEPENDENT LIVING 14 71 LF OF 4 w FACILITY ADDITION a OR R W 2O 15 S- 0.02 3 19 I Z y 45 LF CONCRETE CASE 16 2 STA 0+95 TO 1+40 ( 1 TYPICAL 4'PVC IMARI i 18 .... .... tie " 17 / 1 111 -A I -------J z — — ALLEY PROF s,. ,,. ... ......... a:s.. LT Div H 402 S5 M sa�s�ssS Rf aWi M w•\0•-�weak a 0 —— r- - �..� t� T T LM N�7.6'7 .. y— ----1 -- I --- 1 if Of �671a it F 0M =7.Q1 eat n oar-snap NeeC se-ee�0ee I y69 I I I g�,qR nNa Im nve e`" vo-oe•oec �e' r � I NtllOaeg�•east EXISTYVC 32 :... .. 6RABE........................... .. ... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... 32 30 .........:......�.:`...- ................ ....... .. ... ....... ....... ....... ....... ....... ....... ....... ....... 30 SEE STANDARD MANHOLE 28 :.........:.........:.........:......... ......... L 5 ... ....... ....... ....... ....... ....... ....... 28 3 8 PVC TEE HUB . ....... PVC PLUG 'MIN �. KOR-N-SEAL CONNECTOR ........:.........:.........:.........26 : . ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... 25 CORE DRILLED . . . . . . . �. . I . 5/8"ANCHOR BOLTS 24,'...... ,.:........ ....... ....... ....... ....... ....... ....... ....... ....... ..... . 24 2 STAINLESS STEEL STRAPS FQ. . : �^ . . . . . . . . . . . . . . . . . . . . . : J W . . . . . . . . . . . . . . . APdR6MME \,� CB:B.TYPE 1. . . . . . . . . D 0 1 PIECE 8"PVC FROM TEE FBM(GRADE• STA T+93.9'.LT . . . ST 2+53.9.LT . . . . . . . z TO BEND .. X.•AAH.:............ .. ...... ....... ....... STOP.1 17. . . . . . . T 1417. 22 .... . `� ....... 22 �" . .STA.O+ ....... ....... ....... .... .........` 8" 90'BEND, PVC .TO,P JT,24 .�\ . . . ENCASED IN CONCRETE IEE. =zzes . R�. .. pl STING. . . . . . . 20 ...... ...... ..... G..... .........:.........:.........:.........:.........:......... ........ 20 NOTES: a a a a 0.2 MIN . I . 1. DROP TEE TO BE INSTALLED MINIMUM OF 3'BELOW CONE SECTION. . 2. INSIDE DROP MANHOLE SHALL BE INSTALLED ONLY WHERE APPROVED BY THE CITY. 1g :.........:.........:........ ....... ... ..... 18 ..... . . ___ . . . . . . . . . . . . . . . . . . . . . . N .......... INSIDEDROP STRUCTURE A (NOT 10 SCALE) 6 16 .......:.........:.................. . : 16 . . . .STA:3+38. . A NEW 1•2'.CPE:STORM. . 14 .........:. 8 ....... ....... a. ...... ....... SEWER . K w 's below .STA,0+80. . . . . . . . . . . . . . . cbrlirtitcT6rt TO ...... 14 toP- 282 D Call before you dig. . .It IN:20:6(CALCULAIEU): .46 LF CONCREt:CASE SANRARY SEWER . . . . . . . . _ _ .......:. .:. pEf0p4R#E j} It dui,:/4.1(CALCULATED) 'STA 04.95 10:1♦40 :II ALLING STORM eENER PIPE. This plan heat Is approved for construction In accordance with the City of + 12 ....... ....... ....... ....... .. ....... ....... a a,eI.there responsibis and lity thees. Actual ofai,onafl Engineer.-has.ance 9 the no.and with applicable :. :. �o • ••••• •. •... 12 appear on this Meet. Acquiring.complying with,and providing mitigation far all 205 Lf 6'PVC' q¢ _ _ .S i+'Q.014 11VT. . . Federal.state.County an I... lee.,permits and mandate.,including but not { . rmit•d to the the endongered Spears Act.Federal wetione ermit.state 111 Oapartment o/Fisheries Hydraulics Pe nit.Federal Flood Plain Permits,National § TA.' + Pdlutunt Discharge Elimination System Permits is the..span.roany of the 0e 1epwr, § : . i10 .... ........................... 'TOP•-18.9 : Londewner,and th•N Engineer. The ksuanee of thin permit Mall net construed as .. .. ............................. INSTALLW11 .e•SIDE sErIER TO NORTN 0+00 1+00 .....�._11.8*•(CALCULATED).. .... ... ......... ... ............. .......: 10 proof o/ compliance with applicable Iowa and permit requirements. 2+00 3+00 k13. 4+00 City �— gate �• EX. MH This avprova will espke N one year from the Bate notes above. 80 B.S STA 17. TOP= 17 96 YAagT G /E W. = 767 COPYRIGHT 2009 ° SCALES: FIELD BOOK/PG.: SEMPAU ENGIIQE MG k SURTT MG, PLLC ' SANITARY SEWER PLAN HORIZONTAL: 1w se 20' CHANDLERS SQUARE INDEPENDENT LIVING DATE: 8/17/09 CIVIL ENGINEERING • LAND SURVEYING • PLANNING 2118 RIVERSIDE DRIVE - SUITE 208 tie VERTICAL : 1' we 2' BLOCK 56, MAP OF THE CITY OF ANACORTES DRAWANG: 4097SD-2.dwg a MOUNT VERNON. WA 98273 °�•�'�C/aret4°�+`` AND PROFILE NOTE: IF THIS SHEET IS LESS SECTION 24, T. 35 N., R. 1 E., W.M., JOB NO.: 4097 360-424-9566 sdLOPAL No. DATE REVISION BY REV. THAN 24"x 36' THEN SHEET ANACORTES, WASHINGTON HAS BEEN REDUCED SHEET: CISOF 8 GENERAL NOTES ASPHALT PAVING AND CONCRETE NOTES STORM DRAIN GENERAL NOTES WATER CONSTRUCTION NOTES 1. WORK HOURS: ASPHALT CONSTRUCTION: SEE SECTION 5-05 AND SECTION 9 OF THE 2002 PLANS AND SPECIFICATION FOR ROAD, A. ALL WORK SHALL CONFORM TO THE CURRENT WSDOT SPECIFICATIONS FOR ROAD,BRIDGE AND MUNICIPAL A. NO CONNECTION TO THE EXISTING MANS NU SE ALLOWED EXCEPT BY MEANS OF AN APPROVED BACKFLOW THE CITY OF ANACORTES ORDINANCE ALLOWS WORK FROM 7:Do A.M.TO 10:00 P.M.SEVEN DAYS A MEEK(COAL BRIDGE AND MUNICIPAL CONSTRUCTION. CONSTRUCTION.CITY OF ANACORTES DRAINAGE CODES AND ORDINANCES AND THE CITY OF ANACORTES PREVENTION DEVICE PRIOR TO SATISFACTORY FLUSHING,TESTING,OISINFECTIONS AND RECEIPT OF ORD.12316).SOMEONE N CHARGE TO ON SITE AT ALL TIMES WHEN WORK IS N PROGRESS.IF WORK IS DONE ON A. ALL ASPHALT TO BE REMOVED MUST BE SAW CUT.A JACKHAMMER CAN BE USED IF A NICE EVEN CUT 15 ENGINEERING AND DEVELOPMENT STANDARDS. SATISFACTORY BACTERIOLOGICAL TEST RESULTS WEEKENDS,PLEASE INFORM THE PROJECT MANAGER SO THE CITY OF ANACORTES CAN HAVE AN INSPECTOR ON SITE, MADE KNEEL BE IS NOT AN APPROVED METHOD UNLESS APPROVED BY THE CITY OF ANACORTES B. ALL POLY-VINYL CHLORIDE PIPE(PVC)AN FITTINGS SHALL CONFORM TO AND MEET THE REQUIREMENTS OF B. ANY PERSONS PERFOR 0 NOT TAPS SHALL BE APPROVED N ADVANCE BY THE CITY OF ANACORTES. CONTRACTOR HILL BE BILLED FOR CITY OF ANACORTES OVERTIME ENGINEER N ADVANCE.ANY DEVIATION FROM THIS SPECIFICATION SHALL BE IN WRITING 46-HOURS BEFORE THE LATEST ASTM SPECIFICATION 03034.PPE AND FITTINGS SHALL MEET STANDARD DIMENSION RATION 35. SUPERIOR TAPPING INC.AT 1.aU.659.9221 OR SPEARS TAPS,INC.AT 425.485.4764 ARE ACCEPTABLE SAW CUTTING TAKES PLACE. PROVISIONS MUST BE MADE FOR CONTRAC71ON AND EXPANSION AT EA04 JOINT WITH A RUBBER RING, COMPANIES.2. CALL M-MOURN BEFORE THE FOLLOWING: SAW TO COPIPELINE MATERIALS AND INSTALLATIONRM TO THE LATEST REVISION OF THE FOLLOWING B. ADDITIONAL ASPHALT MAY SE REWIRED FOR REMOVAL BY THE CITY OF ANACORTES ENGINEER ON INSPECTOR. SECURELY PLACED TO PREVENT DISPLACEMENT. C. PIPELINE FOR INSPECTION CONTACT 360.299.1951. C. ALL CONCRETE STORM PPE SHALL BE RUBBER GASKETED.REINFORCED CONCRETE CULVERT PPE CONFORMING STANDARDS L. ALL VERTICAL ONOP-OFFS WITHIN THE TRAVELED WAIT WILL BE BACI(FILLED EACH NIGHT. TO SECTION 9-05.3(2)OF THE SAID APWA STANDARD SPECIFICATIONS. DUCTILE NON PIPE DESIGN(AWWA C150/A21.50) A. PRIOR TO WORK START-UP DUCTILE IRON PIPE MANUFACTURING PROCESS(AWWA C151/A21.51) B. PRIOR 70 ANY UTING GA CONSTRUCTION N THE RIGHT O WAY. D. ABUTTING EDGES AND CURBS MUST BE THOROUGHLY CLEANED. D ALL CORRUGATED POLYETHYLENE APES(OPEP)SNAIL BE SMOOTH INTERIOR AND MANUFACTURED FROM CEMENT MORTAR LINING(AWWA C04/A21.4) C. PRIOR TO PORING CAST-IN-PULE CK ON R DWAY SUSS. HIGH-DENSITY POLYETHYLENE RESIN.WHICH SHALL MEET OR EXCEED THE REQUIREMENTS OF TYPE II, •POLYETHYLENE ENCASEMENT(AWWA C105/A21.5) D. PRIOR TO PLACING ANY,GUTTERS ROCK SI ROADWAY RIB GRADE. E. ALL ASPHALT EDGING WILL B TACKED PRIOR i0 ASPHALTING. E. PRIOR TO PLACING CRIB.QUilEltS AND SIDEWALKS. CATEGORY 4 ON S.GRADE P33 ON REQUIREMENTS OF AA91TO M249.ALL FITTINGS AND ACCESSORIES SHALL DUCTILE IRON PIPE JOINTS(AWWA CIIt/A21.11) F. PRIOR 70 ASPHALT PAVING. F. ALL ASPHALT PATCHES MUST EVE A SMOOTH TRANSITION.NO BUMPS OR HIGH/LOW SPOTS(SECTION BE MANUFACTURED AND FURNSEO BY THE PIPE SUPPLIER. DUCTILE IRON RESUENT WEDGE GATE VALVES(AWWA C515) 5-04.3(13)).SURFACE SMOOTHNESS MAXIMUM VARIATION IN10-FEET PARALLEL TO THE CENTERLINE IS 1/6. DRY BARREL FIRE HYDRANTS(AWWA C502) !. MATERIALS AND WORKMANSHIP: AND TRANSVERSE I. E. ALL 12 NON TRW 36--INCH DIAMETER CORRUGATED POLYETHYLENE PPE(CE)FOR STORM SEINER ANDWCTIE IRON FITTINGS AND(AWWA 53/A21.SJ O C710/A21.10) CULVERTS SHALL COMPLY WITH THE!REQUIREMENTS GE WSDOT/MWA SECTION 9-OS19 CORRUGATED gSNFECTIONS(AWWA C6S7) A. ALL MATERIALS USED,MUST MEET WSDOT,MWA AND CITY OF ARACOR7E5 SPECIFICATIONS. G. SUB GRADE HILL BE COMPACTED AND NESTED PRIOR TO ASPHALTING. POLYETHYLENE CULVERT PPE JOINTS SHALL BE SOL-TIGHT.ALL 3-INCH TARN 10-NCH DIAMETER DUCTILE NON PPE INSTALLATION(AWWA COW) B. ALL(ADD:WORK AND)MATERIALS THAT DOES(DELETE:DOES AND ADD DO)NOT MEET THE ABOVE CORRUGATED POLYETHYLENE PIPE(CPE)SHALL COMPLY WITH ALL THE REQUIREMENTS OF AASHTO M252 AND OWNER SHALL FURNISH TO 111E CITY E ANACORTES ENGINEERING REPRESENTATIVE COPIES O SPELIFICATONS MUST BE REMOVED AS DIRECTED BY THE PROJECT INSPECTOR, H. A MNIMIIMI OF 3-INON CLASS B'ASPHALT PATCH TO SE COMPACTED TO 82x MAX(VICE DENSITY(SECTION BE MANUFACTURED MIN A S100TH INTEGRAL LINING THAT COMPLIES WITH ALL MATERIAL AND STIFFNESS NE CERTIFICATIONS THAT ALL MATERIALS MEET THE AWWA SPECIFICATIONS C. SUB GRADE COMPACTION TEST'WILL BE DONE BEFORE ANY C.S.B.0 IS PUT IN PUCE,ALL 7RENdES WILL 5-04.3(10)B). REOI VALE NTS OF MSHM M294.JOINTS SHALL BE SQL TIGHT AS OWNED N SECTION 9-05.19. SE TESTED FOR COMPACTION.THE MATERIAL TESTING LAB NEEDS 24-HOUR NOTICE.USE THE TESTING F. ALL FITTINGS SHALL BE O"LAKE MATERIAL AS TIE PPE FURNISHED BY THE PPE SUPPLIER. D. DUCTILE IRON PIPE TO BE THICKNESS CLASS 50 OR PRESSURE CUSS 350. PROTOCOL PROVIDED BY TE CITY.ITEMS TO BE COMPACTION TESTED MLL INOLUOE TE PPE SEDDING 1, ALL FINAL JOINTS AND SAW CUTS TO BE SEALED(SECTION 5-05.3(8)8)USING A NOT PARED JOINT SEALANT G. ALL PIPES SHALL SE NOTABLE FOR USE AS A GRAVITY GRAN CONDUIT. E. AL DUCTILE IRON PIPE SHALL BE POLY NRAPPED IN ACCORDANCE WITH ENE MANIIFACTIIRFR'S GUIDELINE (SECTION 7-W.7(I�I,BACNfILL(gCT10N 7-06.3(3)AND SUB aIAOE FOR SlI1FACNIG(5EC710N (SECTION 9-04.20).A PREFERRED SEALANT IS AR-4000. POLY WRAP SHALL BE 6 MAIL MNIIYO THICKNESS AND TAPED AT THE SEMIS LOOSE BAGGING NUI BE FOLDED 2-06.J(2))AND ASPHALT(SEC710N 5-04.3(10�). H. THE END O*ALL ROOF AND FOOTING DRAIN STAB OUTS SHALL BE MARKED STORM DRAIN ON A PVC PIPE. AND SECURED TO THE PPE D. INSPECTION:ALL ASPECTS K THIS PROJECT NIL SE NSPECim INOLUDING PNNNG.BAd(FLL SUB CRAVE, J. IN AREAS WHERE ASPHALT HAS BEEN REMOVED AND CDF IS N THE TRENCH CURING A STEEL PLATE IS CONCRETE AND ASPHALT.AS MELL AS FORMS,QURB,QUTiER AND 90EWAL1(.IF A POTTION GETS REQUIRED FOR COVER MALE IT 15 CURING.PROVIDE ASPHALT AROUND STEEL PLATE TO PREVENT THE PLATE 1. THE MARKER SHALL EXTEND A MNMNN OF 36 NCUES ABOVE THE GROUND.INE PORTION ABOVE THE GROUND F. FIRE HYDRANTS ARE TO BE M1ElLER MODEL SUPER CENTURION 200.AVK OR M4H. BACIffILLED BEFORE NSP THE.TE CONTRACTOR HILL DIG M THAT POTION FOR INSPECTION.24-HOUR FROM RATTLING THE CONTRACTOR WILL BE CALLED OUT AT ANYONE TO CORRECT ANY RATTLING THAT SHALL BE LABELED STOW SEWER'WITH SLACK LETTERS.IT SHALL ALSO IDENTIFY THE INVERT O'THE STUB. NDncE REOUNED.KNOW THE SOIIEDUE AND LET THE CITY KNOW. PROVIDES COMPLAINTS J. CLEAN-ORS SHALL HAVE CAST RON CASES G. FRE HYDRANTS SHALL BE SET VERTICAL PLUMB NTH THE PUMPER PORT FACNG 111E STREET. E. RESTING PROTOCOL:PRION TO CONS7RIKTIDN,A PROC7ON AND SIEVE ANALYSIS SHALL BE SUBMITTED. REVIEWED AID APPROVED BY 11E dTY OF ARACONIES ON ALL MATERIAL USED IN TE RIGHT-OF-WAY. K. ON COMMERCIAL AVENUE Y/ERE LOCAL BUSINESSES ARE AFFECTED,NO ASPHALTING WILL HAPPEN IN THE LANE K. AL DRIVEWAY CULVERTS LOCATED WITHIN THE WONT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A H. FINE HYDRANTS SNAIL BE SET AS SU04 THAT THE BREAK AWAY JOINT IS NO MORE THAN 6-NQHES ABOVE SEE THE CITY W TEST SHALL NESTING APPROVED B E OF TRAVEL.WORK WILL PROCEED BEFORE Olt AFTER BUSINESS HOURS, MINIMUM 3-1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM O'THE DITCH. AND NO LESS THAN 3-NCMES ABOVE THE FINISHED ORATE. F. All COMPACTION LEST 91ALL B APPROVED BY THE CITY O'ARACdRiEs ENGINEER AND PROJECT MANAGER PRIOR 70 PLACING OF CRUSHED SURFACING.ASPHALT.CURB.GLITTER.SIDEWALK(INCLUDING L ON MAJOR STREETS WHERE TRAFFIC CONGESTION IS A PROBLEM,THE PATCH WILL BE PROTECTED WITH A N L FOOTING DRAINS,ROOF DOWN SPOUTS AND CURTAIN DRAINS ARE TO BE CONNECTED TO THE STORM DRAINAGE I. THERE SHALL BE 3-FOOT MINIMUM CLEARANCE AROUND THE FIRE HYDRANTS. TRENCH RESTORATION MEN TEST MAY BE REQUIRED IN EACH UFT) INCH 57EEL PLATE UNTIL SUFFICIENTLY COOLED. SYSTEM OR SI/ALES AS SHOWN ON THE CONSTRUCTION PLANS G CITY OF ANACORTES MAY REQUIRE AOpTIONAL TESTS ON SUB GRADE.TRENCHES.CONCRETE,ON ARYS SHALL HAVE A RED HEAD BRAD OR EQUIVALENT MOTH S'STOR2 RIp0 FEMALE ADAPTER WITHASPHALT.THE COSTS OF TESTING G SHALL BE PAID FOR AS INDICATED THE CONTRACT DOCUMENTS. M. M*IWM SLOPE ON ROOF AND FOUNDATION DRAM STUBS SHALL BE 0.5W AND HAVE A MINIMUM OF FOOT OF CAP AND J. FIE HYDRANTS SHALL CABLE. LOVER.ROOF DRAINS AND FOUNDATION DRAINPIPES STALL BE CONSTRUCTED OF PVC AS7M 03034 SOR 35, 4. TRAFFIC CONTROL AND PUBLIC SAFETY: AND ASTM F679. K. THE WATER SERVICES TO THE PROPERTY LIE FROM THE MAN LINE SHALL BE i-INON MINIMUM COPPER AND N. ONANAHE QUILTS STALL BE INSTALLED N ACCORDANCE MIN SECTION 7-15 OF THE CURRENT VERSION OF THE STANDARD A. FLAGOM' ALL F AGGERS MUST NAVE MGGNG CERTIFICATES AND MUST HAVE ATTEDED A FLAGGING SANITARY SEWER NOTES (STUIB OUTS)SIA L BE PROVIDED FOR EACH INdMD�UAL LOT.STUB-OUTS SHALL CONFORM SPECIFICATIONS FOR ROAD.BROW AND MUNICIPAL CONSTRUCTION AND THE CITY OF ANACORIES TO THE FOLLOWING, CONSTRUCTION QUIOEl111E5 COURSE OR AN OFF DUTY POI(O7ICEIE IS REQUIRED.THE JOB WILL BE SMUT DORM IF ANY SEWER YAMS EAON OUTLET SHALL BE RATABLY LOCATED AT INC LOWEST ELEVATION ON TNE LOT,SO AS TO UNCERTIFIED PEOPLE ARE RA6CNG A STOP WORK ORDER MLL BE OVEN AND WORK CULL NOT PROCEED SERVILE ALL FUTURE ROOF DOVNWWTS FOOTING DRAW%DRIVEWAYS YARD GRANS AND ANY OTHER L INSTALLATION OF THRUST BLOCKS SNAIL CONFORM TO THE CITY OF�ANACO)RTE5 CONSTRUCTION GUIDELINE B. NONAGE. ALL SIGNAAGGE MUST BE PER THE MANUAL UNIFORM TRAFFIC DEVICES BEFORE JOB IS TO BEGIN. A SPECIFICATIONS 03�034.AALSOOTTNCS 91A11 CONFORM TO AND M27 THE REQUIREMENTS E THE LATEST ASTM SURFACE Olt SUBSkJWACE DRAINS NECESSARY TO RENDER LOTS SUITABLE FOR THEIR INTENDED EAON QU1lET 9IALL NAVE FREE-FLONNC PONITIW AGE TO AN APPROVED STOMP WATER U 230D PSF BE USEDMo.N11p57 AREAS IBOVE TE WA1Ep�TABLtW 6QUALIFND GUSTRENGTH 40MM ULL PROPER BE REDAGE WILL R N PLACE NTH NEEDED. FLAG S M PLACE IF NEEDED.EXTRA SIONAGE MAY SE PPE AND FITTINGS SHALL MET STANDARD DIMENSION RATIO 3S CONVEYANCE SYSTEM OR TO AN APPROVED OUIFALL LOCATION. EVALUATE HR SUBSURFACE CODI110NS.M/CI INDICATE A LESSER SOIL STRENGTH N THE NATIVE MATERIAL THE NEEDm.SE READY 10 RENT SICK IF NEEDED. • ALL SANITARY SEER PIPES SHALL BEAR THE MARK GE THE NATIONAL SANITATION FOUNDATION. W1lEM ON EACH LOT SHALL BE LOCATED NTH A SECTION OF PVC PPE MARKED STORM'ON THE END CONTRACTOR SHALL USE PIASIIO WIDENING N PREVENT A CONTACT BETWEEN W I THE HAT AND 1ME AL THE. C. TRAFFIC CONTROL PLAN:N®S TO BE SUBMTTD AND APPROVED BY THE ASSISTANT CITY ENGINEER ALL PIPES SHALL E SUITABLE FOR USE AS A ORAVTY SEWER CONWIT. O=L E ON AND STALL EXTEND 36 INCHES ABOVE THE GROUND. THE CITY OF SHALL USE ELASTIC ID DEPARTMENT SNAIL INSPECT THRUST THE CO CRET TO B THE FITTINGS PRIOR TO CONSTRUCTION START.TRAFFIC CONTROL PAN SHALL INCLUDE TIE LOCATION OF SGNAGE. PIPE SHALL HAVE FLEXIBLE JOINTS. DRAINAGE EASELg114 ARE REWRED FOR DRAINAGE SYSTEMS DEIGNED TO CONVEY FLOWS THROUGH THE TRENCH. FLAGG ERS.VOW ZONE•SIDE ZONE,AND TRAFFIC FLOW AND NEEDED DIMENSIONS.NO DETOURS ALLOWED INDIVIDUAL LOTS. WITHOUT APPROVAL FROM THE ASSISTANT Ott ENGINEER. B. ALL Fl71NRN AND ACCESSORIES SHALL E MANUFACTURED AND FURNISH BY 7NE PPE SUPPLIER ON SE AN THE ENGIEEt/fONiRACTON K RESPON9BlE FOR COORDINATING TIE LOCATIONS OF ALL STUB OUT Y. 11E MUTER MAIN SHALL NAVE A WARM OF 30-NOES OR A YAIOIKM COVER Di 40-VICES FROM THE D. FOR STREET CLOSURE:CAL 911. APPROVED EQUIVALENT C AND NINE BELL AIDE S E OF ECONFIGURATION HALL BE TO THAT OF THE PIPE. OM4WYANM LINES NTH RESPECT TO UIUTES FINAL GRADE BEFORE PAVING.THIS COVER 04OAlOES THE TOP OF THE CRUISED SURFACING BASE COURSE. E. CONSTRUCTION SAFETY:K THE RESPONSIBILITY a THE CONTRACTOR. MANHOLE COPINGS CORRESPONDING TO 7/E SIZE OF THE SEWER PPE SHALL BE USED. (E.G.POKER WS,MAINTAINED BY T CABLE. WINE • All MDINDUAL STUB QUYS SNAIL SE PRIVATELY OWNED AND MNNTANm BY 711E LOT DINNER. N. THE WATERLINE SHALL BE FITTED WITH A WATERTIGHT RING AT ANY ANYTIME WORK IS DELAYED OR STOPPED 5. ROADWAY EMBANKMENT AND BGRADE CONSTRUCTION: C. 6-NON PVC SANITARY SEE AI SID R PIPE SHALL SE USED FOR E SEVERS.SIDE SEKM WLL BE CONSTRUCTED STRUCTED 0. CATCH BASKS AT THECURB LINE SHALL BE RECESSED Of FEET. AND OYEMNGHT.IF NEWLY INSTALLED WATERLINE IS CONTAM94AIM NTH GROUND WATER,THE EN71C LENGTH AT A MNMM SLOPE OF 2%AT THE LOCATIONS MO1M1 ON THE PLANS AND HAVE A 5 NCH TEST WYE AT OF PPE AFFECTED SHALL B THOROUGHLY CLEANED PRIOR TO INSTALLING ADDITIONAL PPE, A CRUSHED SURFACING SHALL BE COMPACTED TO 95K OF MAXIMUM DENSITY.NO RECYCLED MATERIAL THE ETREWTY.PLUGGED AND BLOCKED FOR TESING AND FUTURE USE SOME SEEM WYE SHALL BE FACTORY P. ALL STORM DRAINAGE STRUCTURES.SUCH AS CATCH BASIS AND MANHOLES,NOT LOCATED WITHIN A ALLOWED. MADE WITH MATCHED ENDS FOR RUBBER GASIET F1TMM NO CUT N TEES SHALL BE PERMITTED.A SIDE TRAVELED.PAVED ROADWAY OR CONCRETES SIDEWALK.SHALL HAVE L STRUCTURES (LOOKING LDS ALL DRAINAGE SUCTURES 0. MAINTAIN A WMMM 1-FOOT VERTICAL SEPARATION AND A 30-ROCH HORIZONTAL SEPARATION BETWEEN THE B. PROM MOISTURE AND SIB GRADE MUST SE THROUGHOUT 7D PLACING 6 NOOMAXIMUM DENSITY. SEER GRADE THAT II LESS THAN Zf MAY BE APPROVED ONLY BY THE ENGW1EEl7tt AND THE CITY GE ASSOCIA70 WITH A PERMANENT DETENTION FACILITY SHALL HAVE LOOONO LIDS ALL DRAINAGE STRUCTURES WATERLINE AND ALL OTHER UTN M EXCEPT SANITARY SEER,WHICH IS TO E A 10-FOOT HORIZONTAL 0. PROPER ION TUE 1G TO BE PERFORMED BYtWgIWT PLACING AND COMPACTING. ANACORTES UPON WRITTEN RECENT. LOCATED WITHIN A BILE OR WALKING PATH SHALL HAVE LOOKING LIDS. SEPARATION.WATE LM TRENCH IS NOT 70 BE SHARED WITH OTHER UTILINE5. 0. LONPAC710M1 1E57NG TO BE PERFORMED BY AN(DEPENDENT LAB.USE A MOMFlED PROCTOR'. D. THE END OF EACH SANITARY SEVER 57UB SHALL BE MINTED NTH A PRESSURE TEAMED ZX4.IT SNAIL BE O. ALL CATCH BASINS GRATES SHALL INCLUDE THE STAMPING'OUTFA UM L TO STREAM.DP NO POLLUTANTS'. P. IR04CH EXCAVATION.BELONG AND O BACV N L FOR WATER MAINS SHALL B ACCORDANCE WITH SECTION 6. 7RENCES IN DEVELOPED RIGHT-OF-WAY. PACED AT THE FLOW LINE OF TINE SIM A II D EXTEND 4 FEET ABOVE FSHED MADE.THERE SHALL BE A 7-10 OF THE CURRENT VERSION OF THE STANDARD SPECIFICATIONS FOR ROAD.BROW AND MUNICIPAL SEE CITY OF ANACORTES STANDARD CONSTRUCTION DETAILS AND SECTION 7 OF THE QRENT WSI70T PERMANENT MAN LAMM W*R'WITH A DEPTH TO 71E ROW LINE SHOWN ON THE 2%4. R. CATCH BASINS SHALL CONFORM To TYPE I.TYPE I,OR THE INLET TYPE AS DEFIED N SAID MWA CONSTRUCTION AND THE an a ARACORTES coNNTRLIcnoN GLIIOE.HES TRENCH DE7ALs SPEdFlCAMWS FOR ROAD.BRIDGE AND MUNICIPAL CONSTRUCTION. E RUBBER GASKET SHAY BE INSTALLED PROPERLY TO AVOID WATER NFL7RAnM INTO THE MANHOLE. STANDARDS SPECIFICATIONS AND STANDARD PLANS NTH MT TOP FRAME AND GRATE. 0. MAXIMUM LENGTH OF OPEN TRENCH 9IALL E 100-FEET. S. CATCH BASINS MUST B SET TO LINE GRADE USING NO MORE THAN TWO(2)ADJUSTMENT RINGS R. ALL WSDOT REOLMtDAENTS FOR TRAFFIC CONTROL SHALL BE MET AT ALL TIMES A. RIPE ZONE SHALL BE COMPACTED TO 901W %OF MA DENSITY. F. MIEN CONNECTING TE PIPE TO MANHOLES.USE A-LOK RMOBLE CONNECTOR.KCR-N-SEAL BY NP,NC,ON B. CRUSHED ZONE SHALL BE COMPACTED TO 95K O YAXMM OE719tt N 12-INON UF75. APPROVED EQUIVALENT.IN:PIPE TO MANKOLE CONNECTIONS REWIRE FLEXIBLE CONNECTORS,SE T. THE CAST NON FRAME MAY BE PLACED FLANGE DOWN ON ADJUSTMENT BLOCKS IN LIEU OF PRECAST COLLAR. S. THE CITY OF ANACORTO ENGINEERING DEPARTMENT MUST BE NOTIFIED AT LEAST 46-HOCKS PRIOR TO C ALLOWED. ED.SRFACNG 91ALL BE COMPACTED TO 95X OF MAXIM M DENSITY.NO RECYCLED MATERIAL WWOT/MWA SPECIFICATIONS SECTION 7-05.1 THE INSTALLATION OF CATCH BASK SHALL INCLUDE FINAL ADJUSTMENT AS MAY BE REQURm TO FINISH COMMENCING CONSTRUCTION AND FOR INSPECTION REQUESTS. ALOEO. GRADE INSTALLATION WITHIN THE PAVED ROADWAY SHALL BE PER THE CITY OF ANACORTES TYPE 1 CATCH T. MSPECTOIS SHILL NOLl10E PIPE NSTAWTON,PPE BEDDING,BAGGING TRUST BLOCKING,PRESSURE G PTO(MOSS SHALL ME CITY GROUTED FROM THE INSIDE AND OUTSIDE AND TO BE INSPECTED PRIORI TO BAd(F1LL d• BASIN NTH 16-MC H BARRIER CURB DETAIL UNLESS SPECIFIED AS A THRU-CRIB INLET. IN TESTING AND TRENCH I BACOILL. 7. DRAINAGE SYSTEM CONSTRUCTION: THE MANHOLE BY THE Ott INSPECTOR. U. CAST IRON FRAME FOR TYPE 1 CATION BASIN 9/AL ACCOMMODATE A 20-NION%24-INCH GRAZE U. TESTING PROTOCOL:PRIOR TO CONSTRUCTION.A PROCTOR AND SIEVE ANALYSIS SHALL SE RWTTED. A ANY PERMANENT FLOW CONTROL FACILITY USED AS A TEMPORARY SETTUNG BASIN SHALL BE MODIFIED H. MANHOLE FRAMES AND LIDS SHALL BE SLOPED TO CONFORM TO THE STREET GRADES,WITH THE NECESSARY EROSION CONTROL MA9IE5 AND TEM. PROVIDE TEMPORARY FADEQUATE STORAGE CAPACITY EGRAD V. A LOW-P ESS RE AIR TEST AT S PS FOR 15 MINUTES FOR SEER MANS IS REOURED.THE CITY OF REVIEWED AND APPROVED BY THE CITY OF ANACORTES ON ALL MATERIAL USED N THE RIGHT-OF-WAY.SEE F 711E FACILITY IS 70 FUNCTION AS AN NRLTRAl1011 SYS1E1,711E IEIPOtARY FACLItt MUST B(RAIDED I. TOPS O%MANHOLES WITHIN THE PUBLIC RHOS-OF-WAYS SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL ANACORTES MAINTENANCE CAMERA CREW WILL VIDEO SANITARY SEER AND STORY SEER MAINS.CALL THE CITY OF ANACOt1ES TESTING SCHEDULE SO THAT PERMANENT BOTTOM AND NOES ARE AT LEAST THEE(3)FEET ABOVE 111E FINAL GRADE GE TE .NEST PRIOR TO PAVING 3SM293.1921 TO SCHEDULE APPOO47MEWL 40-HOUR NOTIE REO AIM.(SECTI N 7-17.3(2„) OVERFOWN.FACILITY.PIWAV. THE CONTRACTOR SHALL FURNISH ALL LABOR.EQUIPMENT AND MATERIAL TO DISINFECT,FLUSH AND CONDUCT B. OVERFLOWS,S.NO DE GRAVEL FLIER NNDOMS,M/57 TI CONSTRUCTED ED. PER PLANS AND J. ALL ADJUSTMENT AND CLEAR-OHS IN UNPAVED AREAS SHALL INCLUDE A CONCRETE SEAL AROUND THE W. THE CONTRACTOR SHALL BE REQUIRED TO PLACE METALLIC TAPE OVER ALL NO-METALLIC PIPES 1 E A PRESSURE TEST O'TINE COMPETED WATERLINE AS SPECIFIED N SECTIONS 7-11.300 AND 7-111.302)OF QUARRY TONSMUST US D SOLINS.AS-DUCT FOR VEl OK.NO REQUIRED.MATERIAL. ADAISRENT RINGS PER TIE QRREHT m5 s7ANDAND DETAIL ST-02,SiRlILt71RE ADAKIMEIT/CID METALLIC TAPE SHALL E A 16NMM OF 2 NOES N WIDTH AND PLACED CONTNUOUSLY TE ENTRE LENGTH INE CURRENT VERSION OF TE STANDARD SPECIFICATIONS FOR ROAD BRIDGE AD MUNdPAL CONSTRUCTION. C. WASS SOLI(WALE SE SOUND ONSTRUCTED E R THE DE ES PROVIDED.NO pEIM7ER SAL'. OF THE STOMA DRAIN TRENCH. D. CRA55 LIMED SWAIE SHALL SE CONSTRUCTED PER 1ME DETAILS PROVIDED.NO pENATO ALLOWED.AL W. DECILOMNZA710N WILL BE REOLNU Or ALL DISINFECTION WATER FLUSHED FROM WATERIMES WHICH CANNOT SATCH MUST BE MUST BE o"T BEF011E ACCEPTANCE. K. ALL MANHOLES STALL E PROTECTED FROM N7RI1,ON E ROO(5,GRAVEL,WATER AND OTHER DEBRIS OARING L AL TRENCES FOR STORM DRAINS SHALL BE N ACCODANCE NTH TE SECTION 7 Or TE CURRENT WSTOT BE CONVEYED TO EXISTING SANITARY SEER SYSTEMS THE WATER triE INCLUDING THE CORP.STOPS TO THE I E CATCH BANNS MUST E SET TO UIE GRADE USING NO MORE THAN TWO(2)ADJUSTMENT BRICKS. CONSTRUCTION. SPECIFICATIONS FOR ROARS BRIDGES AND MMCPAL CONSTRUCTION. WATER NERVICE3.91A11 BE PRESSURIZED TO 225 PSI WITH NO GREATER THAN A S PS PRESSURE DROP OVER F. WNWJM 1-FOOT SEPARATION BETWEEN PIPES N TYPE N CATCH BASINS. L THE CONTRACTOR SHALL INSTALL AT ALL CONNECTIONS TD EXISTING DOWN STREAM MANHOLES SOIEENS OR A 2-HOUR PERIOD.THE CITY OF ANACORTE5 PUBLIC WORKS INSPECTOR,ENG04M OR DESIGNATED S. RESTORATION O'RIGHT-OF-WAY PLUGS TO PREVEIIT FOREIGN MATERIAL Fltd1 ENTERING EXISTING SANITARY SEWER SYSTEM. E CR OR Y. ANY PERMANENT FLOW CONTROL FACILITY USED AS A TEMPORARY SETTUD BASIN SHALL BE MODIFIED WITH REPRESENTATIVE SHALL IMTNESS MIS TEST.THE CONTACTOR SHALL NOTIFY AND MMMAIE NTH THE CITY THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY.IF THE OF ANACORTES WATER DEPARTMENT PRIOR TO THE START Or CONSTRUCTION AND PRIOR TO ANY WATER SHUT PLUGS SHALL REMAIN IN PLACE THROUGHOUT THE DURA71ON Or CONSTRUC710N AND SHALL BE REMOVED FACILITY IS TO RMICTON AS AN NFILIRA7ON SYSTEM.THE TEMPORARY FACILITY MUST BE GRADED 50 THAT OFF ON IRON ON THAT NUJ,AFFECT THE WATER SYSTEM.WATER DEPARTMENT PERSONNEL HILL OPERATE A CONTRACTOR MUST HEAVE 111E RIGHT-OF-WAY,EQUAL TO EXISTING OR BETTER CONDITION RANG MTH THE COLLECTED DEBRIS AT THE 71ME O*FINAL INSPECTION AND N THE PRESENCE OF A 7ME BOTTOM AND NOES ARE A YEAST THEE(3)FEET ABOVE THE FINAL GRADE OF THE PERMANENT FApUtt. DISTRIBUTION VALVES B. PLACE COMPACTED TOPSOIL(SECTION 9-14.10),(2)AND(3))AND SED ALL AREAS DISTURBED BY DESIGNATED REPRESENTATIVE OF THE CITY OF ARACORTES CALL 360.289.195E TO SdEDUE AR MSPECNON. E%GVAl10M.(SSYTON MUST} A11.01V 24-HOURS NOTICE Z. OVERFLOW,SPILLWAYS•GRAVEL FILTER WINDOWS MUST BE CONSTRUCTED PER PANS AND SPECIFICATIONS.NO X. SCHEDULED WATERLINE SHUT DONN' 72-HOURS NONCE REQUIRED.CONTACT 360.293.1921 FOR SCHEDULING. C AL OIIAIIAGE SYSTEMS MIST SE FULLY QEANED,RESTORED AND OPERATIONAL BEFORE FINAL M. THE FLOW CHANNEL INSIDE EACH MANHOLE SHALL SE FORMED OF CAST-IN-PLACE PORTLAND CEMENT DEVIATIONS AS-BUILT FOR VEFORCA71ON REQUIRED. Y. EMERGENCY WANERIJNE SHUT OONNS:CONTACT 360.293.1921.THE WATER DEPARTMENT NLL BE NOTIFIED. ACCEPTANCE.(SECTION 7-07.3). CONCRETE.CHANNEL 91ALL HAVE A SEAR-CRCILAR CROSS-SECTION AND SMOOTH. THE FL POPE FRO AA QUARRY ROCK MUST BE SEND HARD'DURABLE ROCK.NO RECYCLED MATERIAL ALSO.CONTACT TE PUBUC WORKS INSPECTOR AT 360.299.1951 AND 36Q661.7636. 9. FINAL INSPECTION AND ACCEPTANCE: SEE SECTION I-05.11 AND SECTION 1-OB.S) INLET TO OUTLET.MERE TREE ON MORE PIPES ARE CONNECTED TO ONE YAMNOIE,THE FLOW QHAI6EL Z. CONTRACTOR 6 fE5PON561E FOR OBTAINING THE WATER SAMPLE BOTTLE FROM THE 9KAaT CQMr HEALTH SNAIL SE FORMED TO SMOOTHLY ERECT ROW FROM INLETS TO OUTLET. BB. ONA55 IMUS STONE SHALL A CONSTRUCTED ACC PER 7NE DETAILS PROVIDED.NO GEVIA71GkN5 ALLOWED.ALL DEPARIWDIT PRIOR TO SCHEDULING BACTERIAL SAMPLING THE LENGTH a PIPE MLL OEIEMRE THE NUMBER A WEN CONTRACTOR HAS COMPLETED Al OF THE WORK ON THE APPROVED PLANS,THE CONTRACTOR SWAIES MUST BE OPERATIONAL BEFORE ACCEPTANCE. OF SAMPLES TAKEN. MLL: N. INSTALSTEPS CONSISTING(1ONE(/)NGJH ,EACH HOT BENT AND GAWA MIN pEFO OF BARS SHALL B • GIVECOM THE OM TONAL INSPECTION CTION FOR CONTRACTORS INSPECTION FORM'. ADJUSTMENT A7 ONE(1)TOOT CENTERS EACH MANHOLE SHALL HAVE A MINIMUM THE CF EIGHT AN(6)INCHES GE CC. WNMM 1-FODT SEPARATION BETWEEN PIPES N TYPE N CATCH BASINS • GIVE CT COMPLETED RETRIQUEST A INSPECTION GUIDELINES AL FOR CONTRACTORS A INSPECTION SDAYS B THE N MANHOL EFR BRIO(OR CONCRETE ADJUSTING RINGS SE7Mf/1 11E 70P GE THE CONE AND TE BASE O'THE AM AND 1t AND REQUEST A RITE INSPECTION.All SIRE NSPECTONN ARE ON MAIESDAYS BETWEEN y MANHOLE FRAME AIM AND 12 Pill. B. THE PROJECT MANAGER,ENGINEER OF RECORD.INSPECTOR.CONTRACTOR AND OTHER CITY OF ANACORTES 0. ALL TESTING AND CONNECTIONS TO THE EXISTING MAINS SHALL BE DONE IN THE PRESENCE OF A DESIGNATED DEPARTMENTS WILL WALK 111E STE AND CREATE A PUNCH UST.THE CONTRACTOR MLL COMPLETE THE REPRMENTATIVE Or THE CITY OF ANACORES.CAL 360.299.1955 TO SCHEDULE AN INSPECTION.ALLOW WASHINGTON STATE DEPARTMENT OF TRANSPORTATION PINCH UST AND CHECK(OFF EACH ITEM,TEN RETURN IT TO THE INSPECTOR FOR REINSPECTION.THE 24-HOURS NOTICE. INSPECTOR WILL VERIFY THAT ITEMS ON WALK THROUGH ARE COMPLETED. STANDARD PLANS FOR ROAD, BRIDGE AND C. THE CITY VILL NOT MAKE THE FINAL INSPECTION UMTL THE PHYSICAL WORK REQUIRED BY THE CONTRACT P. A LOW-PRESSIE M TEST AT S PSI FOR 15 MINUTES FOR SEVER MAINS IS REQUIRED.PRE-TESTING IS AND APPROVED PLANS INCLUDING FINAL CLEANUP AND ALL WORK ORDERED BY THE PROJECT MANAGER, REQUIRED.D.G NG A SLED TEST MAY�RESULT w4� DAYS 2� CONFLICTS Mm MUNICIPAL CONSTRUCTION, LATEST EDITION HAS BEEN COMPLETED.(SECTION 1-05.11) OTHER PROJECTS.CALL D. FINAL APPROVAL OF THE PROJECT NLL NOT BE GRANTED UNTIL'AS BUILT-OAWNGS(BOTH DIGITAL AND RE-INSPECTION WILL APPLY. e-5.20-00 CATCH BASIN TYPE 1 HARD COPY)NAVE BEEN RECEIVE AND APPROVED BY THE PROJECT MANAGER. O. UPON INSPECTION APPROVAL BY THE CITY GE ARACORIES PUBLIC WOWS INSPECTION AND 7IIE VIDEO B-110.20-00 0.20-00 yA�BASK TYPE 2 E. AN CONTRACTOR MISTFINALFURNISH ALL DOCUMENTATION REQUIRED BY UW,TO ALLOW THE CITY 6 INSPECTION REQUEST FORM IS COMPLETED BY THE CONTRACTOR.THE CITY OF A ACORIES MAINTENANCE B-J0.10-00 RECTANg1LM FRAME(REVERSIBLE) ANACORTES TO PROCESS FINAL ACCEPTANCE GE THE CONTRACT. CAMERA CREW WILL PERFORM A VIDEO INSPECTION O'THE SANITARY SEVER MAINS TO DETERMINE B-3G30-00 RECTANGULAR HERIINWONE OLA7E 10. MISCELLANEOUS: CLEANLINESS.ALIGNMENT AND PROPER BEDDING AFTER LINES HAVE BEEN FLUSHED.CALL THE PUBLIC WORKS 8-30.50-0R RECTANGULAR DETAILS FOR DRAINAGE STRUCTURES INSPECTOR AT 360.290.1955 TO SCHEDULE APPOINTMENT.48-HOUR NOTICE REQUIRED.(SECTION 7-17.3(2)H). 8-M40-01 8 INCH SEER CLEAN-COT A. AS-GUILTS: THE DEVELOPER WILL SUPPLY TO THE CITY,ONE HARD COPY AND ONE ELECTRONIC FILE A RE-INSPECTION FEE WILL APPLY PRIOR TO RE-INSPECTION VIDEO OF THE SANITARY SEWER LIE.A F-10.12-00 CEMENT CONCRETE CURBS (AUTOCAO VERSION 2002)OF AS-BULT DRAWINGS TO INCLUDE AL CITY UTILITIES.THE AS-BUILT PRE-NSPECDOH CHECKLIST IS AVAILABLE PRIOR TO A VKEO REQUEST. F-30.10-00 CEMENT CONVENE SIDEWALK DRAWINGS NLL BE SUBMITTED TO THE PROJECT MANAGER AT SUBSTANTIAL COMPLETION FOR REVIEW AND F-40.10-01 SIDEWALK RAMP TYPE 1 WITH LAYOUTS APPROVAL PRIOR TO THE ISSUANCE OF FINAL PROJECT APPROVAL AND ACCEPTANCE. F-40.12-00 SIDEWALK RAMP TYPE 2 WITH LAYOUT B. UTILITY LOCATES NUMBER: 1.900.424.5555.REQUIRED BEFORE STARTING ANY GROUNDWORK. F-80.10-00 CEMENT CONVENE DRIVEWAY ENTRANCE TYPES 1,2,3 A,4 11. CONSTRUCTION STAKING SHALL BE PERFORMED BY A PROFESSIONAL LAND SURVEYOR LICENSED IN 111E STATE 1-40.20-00 STORM DRAIN INLET PRO0-00 EMPORARY SALT FENCE F ONINLE PROTECTION N IIIPAVID AREAS This plan sh,et is approved for construction i accordance with the City of OF WASHINGTON. THE CONTRACTOR SHALL PROTECT AL STAKING AND SURVEY MARKERS WRING THE 1-50.10-00 MISCELLANEOUS EROSION CONTROL pE7AL5 M«ertn ordinances and policies. Actual conformance a(the design with applicable CONSTRUCTION PERIOD. REPLACEMENT O'CONSTRUCTION STAKING SHALL BE PERFORMED AT NO ADDITIONAL M-17.10-02 PARKING SPACE LAYOUTS Iowa la the responsibility of the Profe..1on 1 Engineer, hole name and lamp COST TO THE OWNER OR ENGINEER. TIE CONTRACTOR SHALL NOTIFY THE SURVEYOR A MINIMUM OF 48 HOURS M-24.60-02 SYMBOL MARKINGS:MISCELLANEOUS appear-this hest. Aaguirinq,complying with, d previdinq miligation far all Federal.Slate,Countyy and local laws,pormits and mandates,including but net IN ADVANCE d•AL REQUESTS FOR CONSTRUCTION STAKING. • IlmiIs a le th• the Endang;:Id Sp..I..Act, Federal W.Uand Permit, State 12. A CURRENT,APPROVED COPY O TES CONSTRUCTION DRAWINGS MUST BE ON THE JOB SITE WHENEVER D.partmml /FId1NMe Hydroulics PermlL Federal Flood Plain Permits.National CONSTRUCTION IS IN PROGRESS THE CONTRACTOR SHALL PROVIDE A COMPLETE SET OF CERTIFIED AS-BUILT • Pollutant Discharge Elimination System Permits Is the respombilily of the peed Londowner,and their Engineer. The Gsauann of this permit shall nol aonstruedaas DRAWINGS TO THE ENGINEER UPON COMPLETION OF THE CONSTRUCTION. Lando of cam th ee w(Ih applicable Iota and permit requirements. 13. CONSTRUCTION REVIEW SHALL BE PERFORMED BY THE ENGINEER,HIS APPOINTED REPRESENTATIVE,OR THE CITY OF ANACORTES.THE CONTRACTOR SHALL PROVIDE 24 HOURS NOTICE IN ADVANCE OF ANY CONSTRUCTION REVIEW TO BOTH THE ENGINEER AND THE ANACORTES PUBLIC WORKS DEPARTMENT. 14. TE CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW BY THE ENGINEER FOR VARIATIONS FROM THE Know whafs below. City El1gH.or p0,, ENGINEER'S DESIGN. SUBSTITUTES SHALL B REVIEWED AS TO GENERAL CONFORMANCE BY THE ENGINEER Cali before DU dig. This I wdl (ran,the dale noted abo e. BEFORE INSTALLATION CAN PROCEED. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS IN y 9. apprew .spire in an.year ACCORDANCE NTH TIE MANUFACTURERS RECOMMENDATIONS. �•�3•09 B.S 0t IAgN COPYRIGHT 2009 SCALES: FIELD BOOK/PG.: SEMRAU ENGH'IERIUNG k svxvsMG, p PROJECT HORIZONTAL: N/A CHANDLERS SQUARE INDEPENDENT LIVING DATE: 8/17/09 CIVIL ENGINEERING LAND SURVEYING • PLANNING 2118 RIVERSIDE DRIVE - SUITE 206 2e426 VERTICAL : N/A BLOCK 56, MAP OF THE CITY OF ANACORTES DRAWING: 4O47DTS.DWG MOUNT VERNON, WA 98273 a�'�1s1.eW�°D<``e NOTES NOTE: IF THIS SHEET IS LESS SECTION 24, T. 35 N., R. 1 E., W.M., JOB NO.: 4097 360-424-9566 fOIRONAC pW9 NO. DATE REVISION BY REV. THAN 24'z THEN SHEET ANACORTES, WASHINGTON HAS BEENEN REDUCED SHEET: C7 OF 8 B 8 PRIVATE NO MORE THAN 10'FROM OPEMTNG NOT TO THE DRIVE SIDE OF CURB $ A PUBLIC HIM OF WAY PROFILER z 8 D OPEINiND NUT SWN.L BE 1 1/4'PENTAGON. 17'. eZn ...._.... --4 D 2.5'PORT WITH N.S.T.INCH Q RAJ�5 !I T7 r 1.0.MEASURED. �-4'PUMPER PORE IWITHNCH 6 1MFMS/a1CH IT' TRENCH MINIS FOR O III $ O O y Y11 NOTEWAS ,A 4UST BELOW OIN GEDOEEORRATLZ IQ O"n �a"t>=1ED BEIDW IN > PROPER B,DKP,LL RED O TO _ s �I D m DIA F1t0Y 36•DW FROM 9 e 7 y D �! BREAKAWAY-� 2 INCH MDROP COVER WITH I C e Na1 MAX.x 1TATFR'ON COVER 4i FINISHED�� N 3 DOUBLE SERVICE- PLAN NEW r� VALVE NoM COVER. .: mie MAIM /s a 3/4 1 INCH o. mtY: ilA7&RIAI: s1z6: SEE TRENCH DETAILS FOR t rwt r esa In1 es ws1 ;; i 1Rlal colic. a RTt2I PROPER eAaaLL RE0IARDAENIS-~' CAST Bart VALVE UN: NOTE 2 r asetw W- I eRW Nwl O Bo: cAsNc. PROPER TRENCH DVIALS FOR REOURREMEN1s tsna. a� �a� a 2 nua BRAS a aFce $ �2NDE YD.N.. t-rw1 PAPER OR PLASTIC eMwER Rw.VALVE E t1Nam0RAN. MAN 3 R rk W en I WIN I br q 9 uo ewr a OaeDRAIN HOLE. i:. �.. S 4 os.w m as , mow I rw I w1 t� COOPIM POWs H - \ OR MEGADD-A LUG CROSS-SECTION s resit Mvi 3 4 MEN OORPOt 2 DKH AM Mena PREP i BLOCKING. RDCK SAID mmom •F WATER SERVICE NOTES: _ B 6 DOR so (SEE NOTE 1) -IIID61lIHBED FMM-► Ho A�BOIES elYQL BE FOOOIE,W"VMXT OR APPROVED ApfF1aR M I1 Ilm a sAODIB SION w Wi® TOIOs 1J Z 1I11DISI1IRBFD FARM-► 1 c1 B.METER WILL BE PROVIDED M 711E CITY H11ILET3 SPE17F1ED. a n[ M 4 FFFIII 0 0 C.NIQID METER I1lL Slop A D CORPaWM STOP SHA L BE B r mR M y.r1 � O 4 DIPIs OOD em O ,MUDAM 110 OR FORD DUCK JOINT COMPRESSION 10 eIl[ M Y•tbt 7 YisOT a DK8 GENERAL NOTES: ' r 3t D.THE SADat NEEDS TO a RESEALED N e ML POLY seRaILT. "°°E 7 e TIO OE -j gP, ,HE car AND COPPCH MY=NEEDS To BE Bm 1.A nwusr elCcu swul BE PLAcm AT THE ew(OF THE xyoRwr SHOE FROM THE moral eonoY To A Part s/4 Of THE wa w If TOE X-4•roR anadc PROTECTION. t. :.� + ._G ra ..r .=rt r: � THE RecK aF TIE SHDE NO v SHHAPED TO SOLID GROUND AND SHALL BE A Wlll OF r-O'WE AT Tres POINT AND 9HAIL NOT E OWNE11 SHILL SUPPLY PRESSURE REDIkNo wLVE F IEGLBED. �NmE9 a sso BRr s Drca OBSIRIICr BOLTS OR DRABI IIaFS ON THE lfOE.ALL BOL15 BEOW ORADE GLFL KV CHECKED F011 TM)NIr1ES5 BEFORE BAdOLINO. 3 F.FOR DOIINE SERVICE,A U-eRANaI IRDll of YODEL NR M-15JM OR �s 2.TIE EULLO1HNo HI/ORANIS HHAVE BEd ACCEPTED AS A STANDARD A ilE an OF AIN/CORTE4 MILEilER(SINTER CENTUNOq 2a)OR T wATEROTa(p��7T 1a OR mwL wr eE Irsm a LTEm AWL=111 Ee Poa TTDT sAmV VAocT aD ArrRorm Diwl 3.REDHEAD SIWL RE H PLUMB TO MI F1NBM GRACE wM 71E WITH CA PpR MOVING M TIE STREET. 0.FOR METER ME4L S GREATER TWA 2 BOOM CONTACT THE BlRID1110 � D IR[Q mAT1 R AIPPISD 1T 7=m7. 4.RED HERD BRAIN WITH a•LOCOS HYDRANT SIORR RHGD FEMALE ADAPTER WITH CAP.LCc1aND MECIHAWSN m A EN®ON THE TOP OF THE � � DE►ARILENf C.ems I AIL Ns ROMW W1012 aR DQOAL ADAPTER AFTEPFMTI O NTHE ON N11 ROD ('T3�K��JJ//�� D.OR YOO7>t 110 Pn7ROe OR PIS PT7TDIOe.a.FOR NFORWIDN a1 THE S10RrL RAID FF11gE ADAPTER,CONTACT THE CITY OF NMWMES ARS/STNrt FOE C116. I� i1I "I 7'HItU41'BI.006- TABIE U -� `wadrt Md SLOIp AVL AMM y A A 15 ME> ��c E III Miami mz PIL lessee iz our �.N t cY'wr' 4' am yoT v`Go s m TRENCH NOTES: w UA WA WN WWo 9.e0W4ODTACIOR e' w VW 4"WA WN >• 1.2 1 N MOB BANK RUN CROWD.COM- CFST rI11E aI iHAr ' pIa M'+ItE1 e. r t/A II/A 4/0 MIe I/W WRNTO 95 PERCENT OF R�oaTecl.Wrcar aOpAp wtpesrcAlnseEr F.,.,•I ' ' r WNA0 ttMl WA 4AItN ®. EDOFSHALL�0 eED TEE Ex B 4"WA RON maa 2.1 FOOT OF SAND BAaFE1 TO e IWDO met IAew]r w WIW WA%" COMPACTED ABOVE CROWN!OF � OF P a' VWO • 4"WA 3.H A D OOMMCTED SAND IIOWU To a TOP-17.4 14 w WA WA TM a TAMPED AROUHD THE PPE.TH ICK NE MANHOLE TOP SLAB WA sm O EMS ONRDE DIAMETER OF PPE t 'y PER WSDOT 0-241 r VIB sk" 4•HAND eDHW3 �I CALF L TO BE le r eVT9 a TRENCH LINE. a LINDHSItREED EARTH. i R "• rt"° RESTORVION SHRILL a IN A00RIAVICE WITH �• w WKDCAP 4S�ND GENERALNOTE-3._ 30 O a 1•-0'OF TOP SOL BOLT a13.2 OVTDiROW P MWELDED SS�S a-Air s.Rss IWII W-sII•awlsu HOL 4xx VIr1 WPM 1a'aIZOO 3'DIA ORRICEATE/S HEAR CATS y 1a YEAR WATER A STD.PLAN B-3 SURFACE 13.2 LET HANDLE,APWA STD. E 12'WT 10A.a1PPLAN B-3.OR CHAINE 35'-10.50 160 LF,ee'aP laGA.YIN. COPLI CWPUNG NE A CJP e.a L NOTES: r aAE ae•DIP as 22 V?�O I VR BE3D 1.WATER uLEt OT*VUL eE WAIL PED WITH a Y L ORIFICE 2'MIN. WWIWONOi WRc w"OO°Ox W ArW asp �e... t o- POLYEINIUME PLASM(N OMWOM ONCE a IOW seW"lava WIN C105). sTo.cALVAwzm IM GATE VALVE 2.ANYCOMMONS MtNFNIERESRT CATCH BASIN LADDER 3.RESIORATDN aHLA11 CON56T 0i REYOMD ALL STEPS C CONTROL STRUCTURE DETAIL TYPE -54" ROacs aREATEn THMN 1 NaH N owAETENo a�Fmis v:.. 1.PRISMS P�ar COtNCOM T=UM-Race Am ooRfA TNE�wnH STORM DRAIN UNDERGROUND STORAGE DETAIL a RAP®GB.I DEAmIm TOAD a seoo o� (NOT TO SCALE) /(coop) ALL DING A FROM THIE SHTE AND RE- POUM•' ILiADa aW a Aa r=r�m MR GTm azz PPS, sEtTWD ALL EzaMpnEo ABEAs. 1°O�e"P R PON R AND aa,Cow. a oOKc 1EOCm16 BIUL s CART N PIALII AMD RAVE else AWelf I�mow•I or 1/4 saDATIE Pool DSAImIa ACAmr UM ffr m Ao a.W a BUMM HOAIL REMe AOAD@T ZE ONES AND 89AIL CEMENT CONCRETE BARRIER CURB m M Leew Bs QLR a IORNR A POUR TAmIG 1P OR DO- WSDOT STD. PLAN F-10.12-00, �w tm- EA>t>ow M a CaRAAL AIL D@rNL OpCtOip ApppA'li 11p tt rsler�ti a s m >Tl»ml'AIO PW.1RaT P�Aa 11OL Ia TO COB- W d NAWI®W a1 R rWIY. Ca�'EMRO!a aERP�. PRBSORE LRmo) or m ar tr r HenAvslr ®t1LMAer s.pn1m eplteTm A!�!. MG -Hen Sheet a approved for Actuoi uotHon In accordance pith the City o/ REVISED: DATE'MT2-p0 Macula er responsibility and Colon. rofes Coffimal En Ine r,the leaiyn pith dP.'.&cobl. A ti( REVISED: DATE 01-le-lBpe laps Is Me nponeibllity g.the Proln[lonal Engineer,NtoN name and[tamp �// 00-00-00 COMPUIEIt RIME;7/RR15T1.DWF pP.x on this Onset. �equkinq,eomplyAtq pith, d proNaHng lugauan Tar di z'CRUSHED �I�, ,'li THRUST BLOCKNO UTILITY TRENCH O06-23-98 RANN�,, COMPUTER MME:Sr-tmL-aueawe Federal,Stale,County d erredocal lope,esr Act d mandest"indudim but not GRAVEL (TYPICAL) STAID.LD.: CITY OF ANACORIES ETDR DEFT. Dmited to the the Endangered Species Act.Federal wetland P.rmR,stets IXTAL NO. �' OUTSIDE THE TRAVELED GA STY aF AItAIbIr1E5 ENOL oEvr. Dpmlment of Fisheries Hydraulics Permit,Federal Flood Plain Pe Per Notl-.l WOVEN GROTEXTILE REINFORCING 2Yt•CLASS •B"ASPFHALTIC CONCRETE 904 eM STREET WAY REVISED BY: NW 6I11 STIEET PWlutent Obehorge Elimination System Pwmite ire the rep.-Tity,of Me DeMoper, / ANACORTES,WA 9E321 SRL ANACORTES,WA ee221 Land-er,and thoW Engines, The lsauance of this permit ahou not eanstmed es FABRIC (MIRAR X SERIES) IF 3-CRUSHED SURFACING TOP COURSE Proof of cam plieece with applicable too and permit requirements. • DIRECTED BY GEOTECHNICAL rWSDOT 9-03.9(3)1 OR 2•ATB ENGINEER bCONSTRUCTION KING SURFACE 12•AGGREGATE FOR GRAVEL BASE 9-03.10 City Engineer Date 11WSDOT 9-03.10) This eppra d.11 expire h One year from the dot,noted obere. Know whars below. PAVING SECTION C Cell before you dig. (NOT TO SCARF) 8 1O�0T"A"N COPYRIGHT 2009 o SCALES: t FIELD BOOK/PG.: SEMRAU ENGINEERING & SURVEMG, PLI.0 CHANDLERS SQUARE INDEPENDENT LIVING CIVIL ENGINEERING • LAND SURVEYING • PLANNING PROJECT HORIZONTAL: N/A DATE: 8/17/09 2118 RIVERSIDE DRIVE - SUITE 208 VERTICAL : N/A BLOCK 56F MAP OF THE CITY OF ANACORTES DRAVANG: 4047DTS.DWG e MOUNT VERNON, WA 98273 As'PAOH.re�ee DETAILS NOTE: IF THIS SHEET IS LESS SEC71ON 24, T. 35 N., R. 1 E., W.M., JOB NO,: 4097 360-424-9566 "`0"A` N0. DATE REVISION BY REV. THAN 24ex 36• THEN SHEET ANACORTES, WASHINGTON HAS BEEN REDUCED SHEET: C8 OF 8 5 V�(� �3L_ P�' / ` �e�� s Iris _ r .� OVID' eA `n_- . IOL I[ r ___.____.______. fPz. J ��� W 00�Gt� e - �` feting ' atr t (no work) Ohl. 1"tcw c)d4 / l 1 5 1 exi g lawn (no ork) f J i /Jl � r� l exi hi c sate sWew Ik (no ork) 32.0 i V � 4 ---- -- - - 30 _ ° Y � y 1 1 p r ✓ 1 dining addition ex ing d ing - � FFL 27.9 2 .9 0 6 ° x r c ° 0 0 �lowe. y� zr O a�ranct ' /�/ o e r c� O*' Cx t✓ Cwto�ecf u J e existing _ Qy_ [ 51 �t _ —_ ( concrete pea Q /aakQ� Bevil l CL u (no work) 1Y1Q — --_ _ __ Y i -- - rrx � laf-nur� ---- - -- --------- -------------- - - r Dining Room Landscape Plan NIAC _ No SU641t u�n ns L,A140v-t' IJ.��'�� \ry }7ecvri�s5iov-, 6�' Lancer Do- s �yfn-, i E i i p e,� LDY)C.CEe. for 'PADS � --, KATHRYN FOOLE S cleu�r ) J1s - �{otln J � �r� 4-o b� - LANDSCAPE DE51GN ._ SPJ2 c� e�I . �rov+de ._. ..... .. (360) 855-2194 ...F._._._ _...... l L` t.. &100ENNETT$TREET t _ GOM�IJe e IrY1�C �0 5�l `i2v�1 ? 5EOKO-WOOLLEY WA 98284 1����� (�Q St�� • V OV C'i �D\lo�}�' aWovuA , CHANDLIZQ SQUATE rock 4 L �vovA Av�aco,4s WACertifted Professional Horticulturist V t I Kathryn Poole {! CPH#2148 ProVlde �11t=``e, 'cpS yandt Through 5-31-2012 Cpp�ZG �Y\f � P u_)_A�\ kav`A -�e. LATE ; 10I5w �wi oa oa Teo— Q(ive, I r I v a- NccSk in l GO 14et LCA.rC���c� - II ( �0_ ulk 0 r -O�n� 1r.��%. I UJ� letc�r I I o t 0 0 o kr ,+r �d O ��� t o {' � 1, �(� •� ail W W � �:./ ') � y' b o � '" , � `J -vfr ce �� t ) -'~ 11 n kn to p - Lwr 4 - Coven r ' sic �.. - \/ -6ex c\j - 3°c��e — — — -- I �Z, )1 4 k O x x X O is wt0.s oSe i p ` ` i PIlk 7� r` y� c✓u,) ) GI ' OS C2 Ca rCSs o � � l aule . �SppQ H&A- Q- � aC� di p t I �T _ °p � � � I C e ' CC IS P fas e��� � 1• -`r ' J •ram wr ° o ° � _ r WalLV �en�uee ♦ M �e✓ ° - � -- by o4hers � ' Il I / / t �5�15 - S )p l LAA—k _ / r w-110 h i I enxi5-� 4 I v' n E i�rx V i n c-a re-w o e A h C k MDLE R SQU X-R E vie ra ��- -= ` pA An �-avl+oa , • oentIne end Living Landscape Plan L_ a p � PCtT : 312s /� o Door Schedule Door Schedule Door Schedule number room size type material frame label hardware remarks number room size type material frame label hardware remarks number room size type material frame label hardware remarks 01 100 36"x 80"x 1 3/4' A wd wd 1 A 83 247 36"x 80"x 1 3/8" D wd wd 20 min 10 161 348 36"x 80"x 1 3/8" D wd wd 20 min 10 02 116 36"x 80"x 1 3/4" A wd wd 2 84 247 34"x 80"x 1 3/8" E wd wd 11 162 348 34"x 80"x 1 3/8" E wd wd 11 03 85 247 34"x 80"x 1 3/8" E wd wd 12 163 348 34"x 80"x 1 3/8" E wd wd 12 04 215 36"x 80"x 1 3/4" A wd wd 1 A 86 247 pr 15"x 80"x 1 3/8" F wd wd 1 13 164 348 pr 15"x 80"x 1 3/8" F wd wd 13 05 219 36"x 80"x 1 3/4" A wd wd 2 87 247 30"x 80"x 1 3/8" G wd wd 14 165 348 30'x 80"x 1 3/8" G wd wd 14 06 219 36"x 80"x 1 3/4" A wd wd 2 88 247 pr 15"x 80'x 1 3/8" H wd wd 15 166 348 pr 15"x 80"x 1 3/8" H wd wd 15 07 300 36% BON 1 3/4' L mtl mtl 90 min 3 no glass 89 250 36"x 80"x 1 3/8" D wd wd 20 min 10 167 346 36"x 80"x 1 3/8" D wd wd 20 min 10 08 100 pr 36"x 80"x 1 3/8" C mtl mtl 90 min 4 90 250 34"x 80"x 1 3/8" E wd wd 11 168 346 34"x 80"x 1 3/8" E wd wd 11 09 117 36% 80"x 1 3/8" D wd wd 20 min 5 91 250 34"x 80"x 1 3/8" E wd wd 12 169 346 34"x 80"x 1 3/8" E wd wd 12 10 117 36"x 80"x 1 3/8' D wd wd 20 min 5 92 250 pr 15"x 80'x 1 3/8" F wd wd 13 170 346 pr 30"x 80"x 1 3/8" J wd wd 16 11 119 36"x 80"x 1 3/8" D wd wd 20 min 6 93 250 30"x 80"x 1 3/8" G wd wd 14 171 346 pr 17"x 80"x 1 3/8" H wd wd 15 12 125 36"x 80"x 1 3/8' D mtl mtl 45 min 5 94 250 pr 15"x 80'x 1 3/8" H wd wd 15 172 346 pr 15"x 80"x 1 3/8" F wd wd 13 13 115 pr 36"x 80"x 1 3/8" C mtl mtl 60 min 4 95 248 36% 80"x 1 3/8" D wd wd 20 min 10 173 346 pr 15"x 80"x 1 3/8" H wd wd 15 14 124 36"x 80"x 1 3/8" D wd wd 20 min 7 96 248 34"x 80"x 1 3/8" E wd wd 11 174 344 36"x 80"x 1 3/8" D wd wd 20 min 10 15 124 36"x 80"x 1 3/8' D wd wd 20 min 7 97 248 34"x 80"x 1 3/8" E wd wd 12 175 344 34"x 80"x 1 3/8" E wd wd 11 16 122 36"x 80"x 1 3/8' D mtl mtl 45 min 7 98 248 pr 15"x 80"x 1 3/8" F wd wd 13 176 344 34"x 80"x 1 3/8" E wd wd 12 17 123 36"x 80"x 1 3/8" D wd wd 8 99 248 30"x 80"x 1 3/8" G wd wd 14 177 344 pr 15"x 80"x 1 3/8" F wd wd 13 U 18 121 36"x 80"x 1 3/8' D mtl mtl 45 min 5 100 248 pr 15"x 80"x 1 3/8" H wd wd 15 178 344 30"x 80"x 1 3/8" G wd wd 14 19 120 42"x 80"x 1 3/8" D mtl mtl 45 min 5 101 246 36"x 80"x 1 3/8" D wd wd 20 min 10 179 344 pr 15"x 80"x 1 3/8" H wd wd 15 20 113 36% 80"x 1 3/8" D wd wd 20 min 7 102 246 34"x 80'x 1 3/8" E wd wd 11 180 342 36"x 80"x 1 3/8" D wd wd 20 min 10 21 112 36"x 80"x 1 3/8' D wd wd 20 min 5 103 246 34"x 80"x 1 3/8" E wd wd 12 181 342 34"x 80"x 1 3/8" E wd wd 11 N 22 141 36"x 80"x 1 3/8" D wd wd 20 min 10 104 246 pr 30"x 80"x 1 3/8" J wd wd 16 182 342 34"x 80"x 1 3/8" E wd wd 12 ON � 23 141 34"x 80"x 1 3/8" E wd wd 11 105 246 pr 17"x 80'x 1 3/8" H wd wd 15 183 342 pr 15"x 80"x 1 3/8" F wd wd 13 A 24 141 34"x 80"x 1 3/8' E wd wd 12 106 246 pr 15"x 80"x 1 3/8" F wd wd 13 184 342 30"x 80"x 1 3/8" G wd wd 14 rT� � `r 25 141 pr 15"x 80"x 1 3/8" F wd wd 13 107 246 pr 15"x 80"x 1 3/8" H wd wd 15 185 342 pr 15"x 80"x 1 3/8" H wd wd 15 26 141 30"x 80"x 1 3/8' G wd wd 14 108 244 36"x 80"x 1 3/8" D wd wd 20 min 10 186 222 36"x 80"x 1 3/4" A wd wd 2 see sheet A17 27 141 pr 15% 80"x 1 3/8" H wd wd 15 109 244 34"x 80'x 1 3/8" E wd wd 11 187 125 36"x 80"x 1 3/8" D mtl mtl 45 min 5 C� o 28 143 36"x 80"x 1 3/8' D wd wd 20 min 10 110 244 34"x 80"x 1 3/8" E wd wd 12 188 125 36"x 80"x 1 3/8" D mtl mtl 45 min 5 a 29 143 36% 80"x 1 3/8" E wd wd 11 ill 244 pr 15"x 80"x 1 3/8" F wd wd 13 189 125 36"x 80"x 1 3/8" D mtl mtl 45 min 5 30 143 36% 80"x 1 3/8" E wd wd 12 112 244 30"x 80"x 1 3/8" G wd wd 14 190 316 pr 36% 80"x 1 3/8" C mtl mtl 60 min 4 sun room 31 145 36"x 80% 1 3/8' D wd wd 20 min 10 113 244 pr 15"x 80'x 1 3/8" H wd wd 15 32 145 36% 80"x 1 3/8' E wd wd 11 114 242 36"x 80"x 1 3/8" D wd wd 20 min 10 - 33 145 36% 80% 1 3/8' E wd wd 12 115 242 34"x 80"x 1 3/8" E wd wd 11 full light I 2 recessed 2 recessed 2 recessed 34 145 pr 30"x 80"x 1 3/8" J wd wd 16 116 242 34"x 80'x 1 3/8" E wd wd 12 tempered I I flat panels I I flat panels flat panels 35 145 r 15% 80"x 1 3 8' H wd wd 15 117 242 glass P / pr 15 x 80 x 1 3/8" F wd wd 13 pair single single solid core 36 146 36"x 80"x 1 3/8' D wd wd 20 min 10 118 242 30"x 80"x 1 3/8" G wd wd 14 solid core solid core solid core insulated fire—rated fire—rated non—rated 37 146 34"x 80"x 1 3/8' E wd wd 11 119 242 pr 15"x 80"x 1 3/8" H wd wd 15 I exterior I E / I interior LEI I interior ❑ I interior 38 146 34% 80"x 1 3/8" E wd wd 12 120 300 pr 36% 80"x 1 3/8" C mtl mtl 90 min 4 U=0.40 39 146 pr 30"x 80% 1 3/8" J wd wd 16 121 315 pr 36"x 80"x 1 3/8" C mtl mtl 60 min 4 metal clad 40 146 pr 17% 80"x 1 3/8' H wd wd 15 122 313 36"x 80"x 1 3/8" D wd wd 20 min 7 TYp e A exterior face Type C Type D Type E 41 146 pr 15"x 80"x 1 3/8" F wd wd 13 123 312 36"x 80"x 1 3/8" D wd wd 20 min 5 42 146 pr 15% 80"x 1 3/8" H wd wd 15 124 341 36% 80"x 1 3/8" D wd wd 20 min 10 43 144 36% 80% 1 3/8' D wd wd 20 min 10 125 341 34"x 80"x 1 3/8" E wd wd 11 44 144 34% 80"x 1 3/8" E wd wd 11 126 341 34"x 80'x 1 3/8" E wd wd 12 — — — — — 45 144 34"x 80% 1 3/8" E wd wd 12 127 341 pr 15"x 80% 1 3/8" F wd wd 13 2 recessed 2 recessed 2 recessed 2 recessed 46 144 pr 15% 80% 1 3/8" F wd wd 13 128 341 30% 80"x 1 3/8" G wd wd 14 I louvered I flat panels / I flat panels I I flat panels panels 47 144 30"x 80"x 1 3/8" G wd wd 14 129 341 pr 15"x 80"x 1 3/8" H wd wd 15 pair I single pocket —bi—fold I pair packet �1 WJ 48 144 pr 15% 80"x 1 3/8' H wd wd 15 130 343 36"x 80"x 1 3/8" D wd wd 20 min 10 solid core solid core solid core solid core 49 142 36"x 80"x 1 3/8' D wd wd 20 min 10 131 343 34"x 80 x 1 3 8 E wd wd 11 I non—rated I I non—rated I non—rated I I non—rated � • / " interior I interior \ \ interior [IQ interior `V 50 142 34"x 80'x 1 3/8" E wd wd 11 132 343 34"x 80'x 1 3/8" E wd wd 12 2 undercut L — 51 142 34% 80% 1 3 8" E wd wd 12 133 343 "/ pr 15"x 80`x 1 3/8" F wd wd 13 52 142 pr 15% 80"x 1 3/8' F wd wd 13 134 343 30"x 80"x 1 3/8" G wd wd 14 Type F Type G Type H Type J 53 142 30"x 80"x 1 3/8' G wd wd 14 135 343 pr 15% 80"x 1 3/8" H wd wd 15 54 142 pr 15% 80"x 1 3/8' H wd wd 15 136 345 36% 80"x 1 3/8" D wd wd 20 min 10 Door Types dbl top plate 55 200 pr 36"x 80"x 1 3/8" C mtl mtl 90 min 4 137 345 34% 80"x 1 3/8" E wd wd 11 •= z— • continuous 1/4 1 0 56 219 pr 36"x 80"x 1 3/8" C wd wd 20 min 17 138 345 34"x 80'x 1 3/8" E wd wd 12 6x8 head 57 219 pr 36"x 80"x 1 3/8" C mtl mtl 90 min 17 139 345 pr 30% 80"x 1 3/8" J wd wd 16 2-8. 58 220 pr 36"x 80"x 1 3/8" C mtl mtl 45 min 18 140 345 pr 17"x SO"x 1 3/8" H wd wd 15 RO flashing 2'— Notes: 5/4 x 5.5 head trim 59 118 36"x 80"x 1 3/8' D mtl mtl 45 min 5 141 345 pr 15"x 80"x 1 3/8" F wd wd 13 1) all windows to be Milgard Vinyl s 2) all windows to be low—e glass e 60 218 36"x 80"x 1 3/8' D wd wd 20 min 19 142 345 pr 15"x 80"x 1 3/8" H wd wd 15 1x6 head casing 3) U=0.20 or better 2'-9' 61 215 pr 36"x 80"x 1 3/8" C mtl mtl 60 min 4 143 347 36"x 80'x 1 3/8" D wd wd 20 min 10 4) tg — indicates tempered glass (typ of 16) RO l 62 213 36% 80"x 1 3/8" D wd wd 20 min 7 144 347 34"x 80'x 1 3/8" E wd wd 11 5) all windows to be "Vented" units from 1 x6 head v 63 212 36% 80"x 1 3/8' D wd wd 20 min 5 145 347 34"x 80% 1 3/8" E wd wd 12 10 O n Sealant w/ & outer jamb i X Backer Rod liner 64 241 36% 80"x 1 3/8" D wd wd 20 min 10 146 347 pr 15"x 80"x 1 3/8" F wd wd 13 a a ® Head Head " " Internal ' 65 241 34"x 80"x 1 3/8" E wd wd 11 147 347 30 x 80 x 1 3/8 G wd wd 14 grid o �o 'C from lx6 extention 66 241 34"x 80"x 1 3/8" E wd wd 12 148 347 pr 15"x 80"x 1 3/8" H wd wd 15L—J N Internal Sealant ® mullion 67 241 pr 15"x 80"x 1 3/8' F wd wd 13 149 349 36"x 80"x 1 3/8" D wd wd 20 min 10 grid from lx6 trim fixed fixed `� 68 241 30% 80"x 1 3/8" G wd wd 14 150 349 34"x 80'x 1 3/8" E wd wd 11 O casement © 5/4 x 3" (2) 2x6 mullion w/ casement 2 sim son A33 69 241 pr 15"x 80"x 1 3/8" H wd wd 15 151 349 34"x 80"x 1 3/8" E wd wd 12 mullion ( ) p top & bottom 70 243 36% 80"x 1 3/8" D wd wd 20 min 10 152 349 pr 15"x 80"x 1 3/8" F wd wd 13 2'-9' 2'-9' 2'-9' 71 243 34"x 80% 1 3/8" E wd wd 11 153 349 30"x 80"x 1 3/8" G wd wd 14 RO RO RO Note: 7MU111ion " " provide Date: 72 243 34"x 80"x 1 3/8" E wd wd 12 154 349 pr 15"x 80'x 1 3/8 H wd wd 15 5/4 x 3.5 Jambs 73 243 pr 15% 80"x 1 3/8" F wd wd 13 155 350 36"x 80"x 1 3/8" D wd wd 20 min 10 (not shown) IFC O1115110 74 243 30"x 80"x 1 3/8' G wd wd 14 156 350 34"x 80"x 1 3/8" E wd wd 11 1x8 Sill revised 02/01/10 75 243 pr 15"x 80"x 1 3/8' H wd wd 15 157 350 34"x 80"x 1 3/8" E wd wd 12 Sealant 76 245 36"x 80"x 1 3/8" D wd wd 20 min 10 158 350 r 15"x 80"x 1 3 8" F wd wd 13 5 4 x 3.5 p / e � / 1x4 Casing 77 245 34"x 80"x 1 3/8' E wd wd 11 159 350 30"x 80"x 1 3/8" G wd wd 14 a a 0 grids al hardie trim sill (2)2x6 sill Sill 78 245 34"x 80"x 1 3/8' E wd wd 12 160 350 pr 15% 80"x 1 3/8" H wd wd 15 Internal InternalF17 79 245 pr 30"x 80"x 1 3/8" J wd wd 16 grid grid Sheet: 1x4 base w/ 80 245 pr 17"x 80"x 1 3/8" H wd wd 15 3/4" quarter round 81 245 pr 15"x 80"x 1 3/8' F wd wd 13 LJ Mil N te. shoe typical A 1 2 82 245 pr 15"x 80"x 1 3/8" H wd wd 15 O casement © Casement O double interior trim to be hemlock (paint or stain as directed by Notes: egress window awning exterior trim to be hardie trim (paint) Entrance Security System by Owner under separate contract. D Window Types C Win of o w C a s i Co n g Contractor to coordinate electric strike with Entrance Security System 3/a•=1�-0• 3/a•=1�-0• •.lam {{[V S 0 ( W fl� "4 4 1Y" 1Y" z z 2ff 2fl 6" 6" T&G siding T&G siding bug screen bug screen from 2x12 cant strip from 2x12 cant strip moisture infiltration barrier moisture infiltration barrier moisture infiltration barrier continuous metal falshing continuous metal falshing moisture infiltration barrier 1x4 horiz rain screen 030"oc Max. _ _ 1x4 horiz rain screen ® 30"oc max. 5/4 x 3.5 hardie trim ,� 5/4 x 3.5 hardie trim ,i3. T&G siding T&G, hardie panel,or hardie plank siding N N - U 7777 5/4 x 11 .25 hardie trim 5/4 x 11.25 hardie trim �, sealant t-y sealant Q 5/4 x 3.5 hardie trim jambs 5/4 x 3.5 (or 2.5) hardie corner trim C 5/4 x 4" hardie trim 5/4 x 4" hardie trim 1x6 backing 00 1x6 backing 5/4 x 5.5 hardie trim head sealant o sealant gable end face of building c4 Q 5/4 x 3.5 hardie corner trim 1x6 backing , 3 kn kA head, jamb, and sill w C.01 °' °° -0 .-. rner trim cock attic @ window clock attic @ wall Jamb @T & C> a0 @Lo 1' 1•=1'-0• 1•=1'-0• moisture infiltration barrier moisture infiltration barrier 1x4 vert rain screen @ 24"oc 1x4 vert rain screen @ 24"oc moisture infiltration barrier moisture infiltration barrier hardie panel siding hardie panel siding bug screen 1 x4 vert rain screen ® 2411oc 1x4 vert rain screen ® 24"oc 1x2 hardie batten ® 48"oc continuous metal "Zooflashing hardie panel siding hardie panel siding C. center joint on gable end align with window head flashing continuous metal flashing sealant sealant 5/4 x 3.5 hardie trim jambs 5/4 x 3.5 hardie trim jambs sealant 1x6 backing 1x6 backing sealant sealant Q!lo- r I e panel batten K hardie panel ,joint L Head @ hardie panel M Jamb @ hardie pa ne l 1'=1'-0' moisture infiltration barrier IDA) hardie panel siding concrete 1 " or 1 1 /2" verify ,•,...�II � 1x4 sleepers ® 24 and coordinate w/ • �oc drain mat tube steel railing filler waterproof 1 " filler • .--I membrane continuous metal falshing continuous metal ff moisture infiltration barrier moisture infiltration barrier cap falshing bugscreen 1x4 vert rain screen ® 24"oc R Frz 1x4 vert rain screen ® 24 oc 5/4 x 3.5 hardie trim 5/4 x 3.5 hardie trimNIP � hardie plank siding hardie plank siding �,,•1 5/4 x 11 .25 hardie trim rn 5/4 x 11 .25 hardie trim continuous metal flashingCN sealant 5/4 x 3.5 hardie trim jambs 5/4 x 3.5 hardie trim jambs ,to,..I fire—retardant PWD 1x6 backing 1x6 backing sealant (2) layers 5/8 drip flashing sealant sealant :hardie plank siding type X soffit � ..1� V third floor balcony Head @ hardie plank Jamb @ hardie plank E1•=1'-0• F 1•=1'-0• G 1•=1'-0• H 1•=1'-0• (2) layers gyp sheathing moisture infiltration barrier moisture infiltration barrier moisture infiltration barrier moisture infiltration barrier hardie plank siding T&G siding T&G siding cement board siding 1x4 sleepers ® 24"oc 1x4 sleepers CAD 24"oc 1x4 sleepers ® 24"oc 1x4 sleepers ® 24"oc Date: filler filler filler filler supplemental continuous metal falshing continuous metal falshing continuous metal falshing continuous metal falshing instructions 03/18/10 =� 5/4 x 3.5 hardie trim ',� 5/4 x 3.5 hardie trim =� 5/4 x 3.5 hardie trim =� 5/4 x 3.5 hardie trim N N N 5/4 x 11 .25 hardie trim N 5/4 x 11 .25 hardie trim 5/4 x 11.25 hardie trim bug screen 5/4 x 11 .25 hardie trim M bug screen _ sloped brick sill and sill flashing 5/4 x 2.5 hardie trim Sheet: sealant T&G soffit drip flashing soldier course under sill bug screen hardie plank siding hardie plank siding drip flashing A22 (or brick veneer) second floor cantilever brick foundation �A 1•=1'-0• �B 1•=1'-0• �C 1•=1'-0• D 1•=1'-0•