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HomeMy WebLinkAboutBLD-2019-0378 - Plans -1,�; , _, � , , : i' � .� �._. i , ....... . .. . .. .. .._.�_ . � � ,. A._.. � .. r _.. 1 � ,_ �. 1. UNDER NO CIRCUMSTANCE ARE STREET TREES TO BE TOPPED OR PRUNED WITHOUT PERMISSION OF THE CITY ARBORIST. 2. UIVDER NO CIRCUMSTANCE ARE SHRUBS TO BE SHEARED OR SHAPEQ WITH(JUT EXPLICiT PERMISSION FRONi TFiE OWNER. SHRUBS ARE DESIGPVED TO FILL AND GROW iN TO A PERMANENT MATURE SIZE. 3. GROUN�COVER 1'HAT GROWS'dUT' OF BEDS AND INTO ADJACENT WALKS OR ROADS ARE TO BE CUT-BACK AS NEEdED. 4. PERENNIAL AND GRASSES WHIGN ARE DECIDUOUS MAY BE CUT BACKAT OWNERS DISCRETiON, ONCE PER YEAR; DURING THE MONTHS OF FEBRUARY, MARCH OR APRIL. 5. LAWN TO BE FERTILIZED ONCE PER YEAR MIN PER FRODUCT WSTRUCTIONS. 6. WEEDS TO BE REMOVED IN A TIMELY MAfVNER BY fVfECHANICAL OR CHEMICHL MEANS, IN COMPLIANCE WITH ALL LOCAL AND STATE GUIDELlNES AND REQUIREMENTS. 7. BARK MULCH IN PLANTER BEDS TO BE TOPPED OFF WITH 1" LIFT MIN, ONGE PER YEAR IN THE SPRING. �I il . I NO. I DATE 1:7�tF�L�l�l SOIL NOTES 1. CONTRACTOR MAY STOCKPILE SITE TOPSOIL FOR POSSIBLE RE-USE IN LANDSCAPE BEDS. STOCKPILED TOPSOIL TO BE APPROVED BY OWNERS REPRESENTATNE. ROAD BASE, GLACIAL TILL, GRAVEL OR CONTAMINATED SOILS ARE NOT ACCEPTABLE AND WILL BE REJECTED. 2. SITE TOPSOIL SHALL HAVE ALL ROCKS, GRASS CLODS AND DEBRIS LARGER THAN 1" WHENEVER VISIBLE ON THE SURFACE 3. EXISTING SITE TOPSOIL TO BE AMENDED WITH COMPOST AT A RATIO OF 3:1. 3 UNITS OF EXISTING SOIL TO ONE UNIT OF COMPOST. COMPOST TO BE WSDOT CERTIFIED. 4. IN LIEU OF AMENDING SITE TOPSOIL CONTRACTORS MAY CHOOSE TO USE IMPORTED 2-WAY TOPSOIL. 5. TOPSOIL DEPTHS 5.1. TOPSOIL TO BE PLACED AT A MINIMUM OF 9" IN ALL LANDSCAPE BED AREAS AND INCORPORATED INTO EXISTING SUBGRADE. LIGHTLY TAMP 6" LAYERS OF SOIL BY HAND OR LIGHTLY WITH EXCAVATOR. 52. TOPSOIL TO BE PLACE AT AT MINIMl1M OF 12" IN ALL TREE-PIT AREAS- SEE DETAIL THIS PAGE. 5.3. LAWN / GRASS AREA HAVE A MINIMUM 4" PROFILE OF TOPSOIL. ROTO-TILLER MAY BE USED TO PROVIDE A SMOOTH GRADE FOR LAWNS. 6. TOPSOIL SHALL NOT BE MOVED, MIXED OR PLACE WHILE SATURATED. 7. IN ALL INSTANCES, PLACED TOPSOIL TO BE ROTOTILLED INTO EXISTING GRADE. BY � [���/.( prepared for: Salish Inn LLC contact: Kufjit & Jag Sandhu prepared by: � �-- _ : r�,'w, I.andscapeAxchitecmee and Plamm�g �. � s`�„�^g Mount�"emon,WA98273 � <a"�`*� �' � P. 360.-119.', 400 �' '` `i si '" f. 800.508.2017 �, � � ��'v }�,+g'" ig� a = ww�v.eccosdesi�u.com � �� kR,r� eccosD�sign«� contact: Patrik Dylan Landscape �tatistics - COA S.F. GROSSACREAGE 14,920 Landscape Area Required (10%) 1,492 Landscape Area Provided 924 61 % on parcel >2600 in ROW TOTF�L >3524 PARKING LOT LANDSCAPE 9656 Landscape Area Required 482 (5% parking area) Provided 606 Number of Trees Required 4 ��50 5'/ Number of Trees Provided 5 BTREET FRONTAGE 2" caliper approved provided per Yree every 30' o.c. code. required IRRIGATION TO BE PROVIDED PER A.M.0 STATE OF WASHINGTON REGISTERED L ITECT . PATRI ' LAN CERTIR . � TE NO. 793 PLANTI(VC� LEC�END Trees Symbol � Num � Species �2 Amelanchieralnifolia'Obelisk' a � 4 Amelanchier X grandiflora'Autumn Brilliance' 3 Cornus'Eddie's White Wonder' 1 Nyssa sylvatica'Red Rage' 4 Parrotia persica 'Ruby Vase' �` Conifer Symbol � Num � Species �� 2 Chamaecyparis nootkatensis'Green Arrow' Shrubs Symbol � Num � Species � 7 Acer circinatum � 1 Acerpalmatum'Dissectum' � 6 Cornus stolonifera 'Kelseyi' � 1 Corylusavellana'Contorta' fl2 Forsythia'Fiesta' �, 34 Gaultheria shallon � 16 Hebe'Autumn Glory' j;'� 2 Hydrangea macrophylla'Mariesii' �� � 3 Ilex crenata 'Dwarf Pagoda' � 12 Lonicera pileata'Moss Green' � 7 Mahonia repens � 8 Nandina domestica'Moon Bay' � 2 Physocarpusopulifolius'Diabolo' � 8 Rhododendron'Ramapo' � 2 Rhododendron schlippenbachii � 6 Sarcococca ruscifolia � 7 Symphoricarpos albus � 4 Viburnum davidii Common Name Abbrev. � Pianting Size Ovation Serviceberry AMELA 5' Autumn Brillance Serviceberry AXGabs 2 in. cal Eddies White Wonder pogwood COREWW 2 in. caI Sourgum NYSSY 1-1/2"cal Ruby Vase Ironwood PPry 2 in. cal Common Name Abbrev. � Planting Size Weeping Alaska Cedar CNwac 8' - 1D' Common Name Abbrev. � Container Size Vine Maple ACvms #5 Japanese Maple'Dissectum' ACEDISA #5 Red Osier pogwood 'Kelseyi' CSkel #2 Corkscrew Hazel CaC #5 Variegated Forsythia FORFI #2 Salal GSs #2 Shrubby Veronica'Autumn Glory' HAG #2 Lacecap Hydrangea HYDMAMAR #2 Dwarf Japanese Holly ILECR #2 Privet Honeysuckle'Moss Green' LONGREA #2 Creeping Mahonia MRcm #2 Dwarf Heavenly Bamboo NDmb #2 Ninebark'Diabolo' PHYDIAA #2 Rhododendron'Ramapo' RRram #2 Royal Azalea RSra #2 SweetBox SARRU #2 Common snowberry SYAL #2 David's Vibumum VDdv #2 Perennials Symbol � Num � Species Common Name �14 Carex hachijoensis'Evergold' Japanese Sedge'Evergold' �� 0 12 Hemerocallis'Stella de Oro' Daylily'Stella de Oro' � 24 Heuchera'Chocolate Ruffles' Coral Bells �19 Ophiopogonplaniscapus'Nigrescens' BlackLilyturf F �a 24 Polystichum munitum Sword Fern Groundcover Symbol � Num ( Species � 24 Ajugarep4ans'Atropurpurea' � 119 Arctosfaphykos uva-ursi Grass Areas Symbol � Area ( Species � 2376sq. ft Grass - Lawn Seed Mix Common Name Bugle Weed 6Cinnikinnick Common Name Turt Grass - locally praven Abbrev. � Container Size CAREVEA #1 HEMDORA #1 HEUCHR #1 OPHNIGA #1 PMsf #1 Abbrev. ARbw AUken � Containsr Size 4 in. pot �f1 Abbrev. Gism GUYING APPARATUS: HEAVY DUTY POLY CHAIN IOCK TREE STAKES TO BE VERTICAL, 6 PARALLEL. EVEN-TOPPED, � UNSCARRED AND DRIVEN INTO UNDISTURBED SUBGRADE FERTILIZE ALL TREES WITH � APPROVED STARTER FERTILIZER APPLIED AT MANUFACTURER'S SUGGESTED RATES PLANT TREE 1/2" HIGHER THAN ` DEPTH GROWN AT NURSERY. �� 12"MIN.� �i�: ��/ �.�. �. ........'r �: ,�� � � il�-i-��� °':,', .'..'.� . �] 1.5 - 2 TIMES RO �� BALL DIAMETER 4 TIMES ROOT BALL DIAMETER 1 ITREE PLANi"ING DETA�L S FOOT, 2" ROUN� �ODGEPOI.E PINE STAKES, 2 PER TREE 2" DEPTH BARK MULCH MULCH 4" WATERING BASIN SURROUNDING TREE FINISH GRADE COMPLETELY REMOVE ALL BURLAP, GROWBAG, STRING AND FOREIGN MATERIALS FROM THE ROOT BALL. PLANTING BACKFILL MIX EXISTING SUBGRADE SCARIFY PLANTING PIT WALLS SET ROOTBALL ON MOUND OF COMPACTED PLANTING BACKFILL MIX L-� ,IVO SCALE Salish Inn 3002 Q Avenue Anacortes, WA SGALES: HOREZONTAL VERTICAL DRAW�J: CHECKED 1"=10' NIA .� � �. �ENE��L N�iES 1. ALL WORK SHALL BE PERFORME� BY PERSONS FAMILIAR WITH THIS KIND OF WORKAND UNDER THE SUPFRVISION dF A CIUALIFIED FOREMAN. 2. ALL PLANT MATERIAL SIZES AND QUALITY TO CONFORM TO AMERIGAN ASSOC. OF NURSERYMEN, AMERICAN STANDARD FOR NURSERY STOCK; MOST RECENT PUBLISHED. 3. PLANT LOCATIONS ON THE PLANS ARE DIAGRAMMATIC AND MAY BE SUBJECT TO ADJUSTMENT IN THE FIELD BY THE LANDSCAPE CONTRACTpR. 4. ALL PLANT MATERIAL SHALL BE OF NURSERY STOCK AND SHALL BE OF THE TYPE, SIZE AND CONDITION SPECIFIED. THE P�ANT MATERIAL SHALL EXHIBIT PJORMAL HABITS OF GROWTH FOR THE SPECIES, SHALL HAVE BUDS INTACT AND SHALL BE FREE OF DISEASE, INSECTS; SCARS, BRUISES, BREAKS, SEEDAND WEED ROOTS. 5. SEE NOTES THIS SHEET FOR TOPSOIL DEPTH AND SPECIFICATiON. 6. t�EDIUM BARK MULCH IS TO BE INSTALLED AT ALL NEW PLANTING AREAS WlTH A MINIMUM OF 2 INCHES. 7. LANDSCAPE CONTRACTOR SHALL VERIFY LOGATION QF ALL SITE UTILITIES PRIOR TO LANDSCAPE IMPLEMENTATiON. PLANT LOCATIONS MAY BE ADJUSTED TO AVO[D CONFLICT. 8. �ANDSCAPE CONTRACTOR SHALL 7AKE NECESSARY PRECAUTIONS TO PROFECT EXISTING SITE IMPROVEMENTS, PAVING, WALLS, AND UNDERGROUND UTILITIES. DAMAGE SHALL BE REFAIRED TO THE pWNER'S SATlSFACTIpN AND AT NO ADDITIONAL COST. 9. PLANT COUNT IS FOR THE CONTF2ACTOR'S CONVENIENCE; IF THERE IS A DISCREPANCY, THE PLAN SHALL GOVERN. ACTUAL PLANT QUANTITIES TO BE DETERMINEO BY REQUIRED PLANT SPAGING. 10. ALL AREAS TO BE PLANTEL� WITH GROUNDCOVER ARE INDICATED ON THE PLAN WITH A HATCH PA7TERN. SEE PLANT L1ST FOR PLANT TYPE, SIZE, AND SPACING. 11. SUBSTITUTION OF PLANT VARIETIES DUE TO LACK OF AVAILlaBILITY SUB,IECT TO APPROVAL BY THE OWNERS REPRESENTATIVE ANQ CITY. 12. AL� QIMENSiONS ARE ASSUMED TO BE PARALLEL OR PERPENpICULAR UNLESS OTHERWISE NOTED. 13. ALL SOIL GRADES TO BE A MWIMUM SIX WCNES BELOW ADJACENT FINISH FLOOR ELEVATION5 UNLESS NOTED OTNERW€SE A�L GRADES ADJACENT TO A BUILDING SHALL HAVE A MAXiMUNI SLOPE dF 5% 3' FROM Ff}UNaATION. 14. ALL GRAdES, DIMENSIdNS AND EXISTWG CQNDITIONS SHALL BE VEftIFIED BY TFiE CONTRACTOR PRiOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGNT TO THE ATTENTION OF THE LANDSCAPE ARC H ITECT. 95. AN AUTOMATED IRRIGATION SYSTEM WILL BE PROVEDED. 1S. BASEMAP PROVIDED BY RAViViK AND ASSOCIATES, BURLItJGTON, WA, , v � �' � �! 1�� 1�� �� �; "Ps J `�,%^�� � ; � @i �j � �9�'v �i�li�A�(.����s CUTBACK, PULL OUTAND DISTURB ALL GROUNDCOVER PLANT. CIRCLWG ROOTS FROM ANY CONTAINER SEE PLANT LIST GROWN PLANTS BARK MULCH TOPSOIL DEPTH AND I I' I�,, I=� i I I I� '��.-I I I I I��-I I I I I I I I��, I I � I I I I=''�� TYPE AS SPECIFIED -" "'�'' �� I I„I I I_'� I I-1 I � I� I� ExisTiN� SECTION SUBGRADE 1 T 1 � I PLAN u GROUNDCOVER PLANT SPACING AS INDICATED � ON PLANT LIST (TYPICAL) . EDGE OF PLANTER -I- � � ( 1!2 �ISTANCE 2'GROUNDCOVER PLANTING DETAIL �_� �NO SCALE oneinch ,i f � 0' 10' 20' 30' 40' � � PERMIT SET Nox�rx ISSUE DATE: 6.14.19 DRAWlNG: 19121and J08 NO.: 1912 s���-r: L� 1 � a e s: `_ � M,.,= LEGEND --- EXISI7NG RlGHT 6F WAY LINE CENTERLJNE 28�2 PRQPOSED ASPH. SURFACE ELEV. --- EXISTING RIGi�iT pF WAY LINE �g 2 `�-`j--� 2 PROPOSED A�SPH. SURFACEEELEV. ;; °; , --- EXISTihlG ROAD CENiERLINE � �� waoscna� PROPOSED LANDSCAPE AREA �------ EXISTiNG PRQPERTY UNE � �r CO p�ppp��p ��ANOUT ASSEM6LY O EXISFING PROPERTY CORNER s FOR STORM OR SANITARY SEWER SD EXIS�7NG STORM ORAIN �--SQ— PROP65ED S70RM DRAIN �j''yy � ■ PRQPOSE� S70RM CATCH BASIN � � � � � � � � � � �j EXISTiNG STORM MANNOLE 'SS PRQPOSE� SANITARY SEYYER ❑ EXIS�iNG STORM CATCH BASIN —P,C,T,G,S—PROPOSED POWER, CABi.E, GRS 5�---- EXIS7iNG SANITARY SEWER TELEPHONE, SPARE CONDUlT LINE � fXIS'EiNG SANITARY A�ANHOLE —P�SPR— PROPOSED POWER, & SPARE CONDUIT `N EXISi1NG WAlERUNE — �— PROPOSED GAS uNE W PROPOSED WATERLINE \i EXISFING WAiER VALVE N PROPOSED WA7ER VALVE -h- EXISTING FERE HYDRANT � PROPOSED WA7ER ME7ER :,;, : ..._._ �xi��iNG POWER. CABLE --__ PRQPOSED SWALE TELEPNONE, GAS LINE -- EXISTING CABLE ECC EXiRUDED CEMENT CONCR. CURB ti' EXIST3NG WATER METER ��G CEMENT CONCR. CURB & GUTiER EISiSTING EDGE OF ASPHALT -X---x---%- PRdPOSED FENCELINE EXESTING FENCE�INE C� PROPOSE� ASPHALT � EXISIING ASPHALT ['�_�',�_�� PRQPOSED GRUSHED ROCK 0 EXISl1NG CONCRETE �K PROP�SED SITE UGHT POLE � EXISTiNG GRAVEL CMP CORRUGATED lAETAL PIPE ---- EXiST1NG S'NALE C� �'1�OPOSED GRASS � PROPOSED CAR CHARGING STA1i0N �'i�OJ�GT GO�lT�4GT�: C�WN�R GITY C>� A1�P�Gc�RTEs EK T£RA ASAR.4, LLC 905 2dTH STREET PUBUC WORKS PftOJECT MANAGER-STEVE LANGE ANACORTES, 1NA 98221 P.O. QOX 547 PHONE: (360)770-370i ANACOftTES, WA 98221 CONTACT: JAGDEEP SANpHU & KULJIT SHOKER PNONE: (36D)293-1900 �'AX: (364)293-1938 C�Eh(�R.r�L GC,�NT�:,�GTG�R CELL: (360)661-3468 FABER CONSTRUCTION EMAIL: stevel�cityofanacortes.org 131 EAST GROVER STREET ALTERNATE CONTACT: TiM NOHMANN LYNDEN, WA 98264 PHONE: (360}770-9221 PNONE: (360)354-3504 WATER DEPARTMENT FAX: (360)354-0335 PHOtJE (364}299-1952 {DIRECT) CONTACT: RAYMC7ND FABER CONTACT: TERRY NE!�E7H DALE KING GIVIL �NCIN��R PQB��p���$�S INSPECTOR - JUSTIN SYMdNDS RAVNIK AND A550CIATES, INC. ANACORTES, WA 98221 1633 LIPIDAMOOD LlaNE PHONE: (360)299-1962 P.4. BOX 361 CELL. (36Q?661-3547 8URLINGTON, WA 98233 PH4NE: (360)707-2Q48 �A3(: {36fl}707-2216 FRC�NTIER CONTACT: JQHN RAVNlK �g5 {�EASE RflAQ Ai�GH1T�GT BUi2LINGT�N, wA s�z�s TEL.: (360)707-Q641 CARLEiTI ARCHITECTS FAX: (364}757-4338 116 E. FkR STREET SU{TE A CONTACT: BRET MURDOCK MdUNT VERNON, WA 98273 EMAIL• bret.t.murdockC�9ftr.com PNONE: (36D}424-0394 FAX: (360}424-5726 CONTACT: PECE CAftLETTI PUC`�, ET SQUND �N�RC`�. Y �oT�L�a �llRV�Y01z i asa� ANDIS ROAD BURLINGTON, wA ssz3� UTILITY LC>G�T� HERRiGSTAD ENGINEERING & SURVEY TEL.: (360}766-5571 "$1 i" 4324 WN�STLE EAKE RdAD Mpg: (360)791-2748 ANACORTES, WM 98221 CONTACT: JANE MkJOR PHONE: (360)299-88Q4 EMA1L: jane.majorQrpse.com CONTAC7: DAIE K. NERRIGSTAD P.E., P.L.S. SC�LI D Y�i,hSTE LANDSGAP� �4RGHIT�GT CBTY OF ANAGORTES OPERATlONS DEPARTMENT 50LID WASTE SUPERVISOR ECCdS DESCGN, LLC TEL.: {36d)293-192i 505 S. FIRSi STREET FAX: (364)293-?931 MOUNT VERNON, WA 98273 CONTACT: MATT KOEGEL TEL.: (360)419-74dQ CnNTACT: PATRIK DYLAN EMAIL: patrikC�eccosdesign.cam G,45G�DE Nf�TU�AL �AS GOMG,'�5T 1520 SOUTF! 2ND MOUNT VERNON, WA 98273 400 SEQUO[A DRIVE TEL.: {360)336-6155 ESTIMA7ED FfLL & GRADE QUANTITIES: BELLINGNAM, WA 98226 FAX: (36Q}336-2564 TEL.: (360)527-8243 MOB: (36Q}941-0499 ��VEL FILL IMPQRT - 1810 C.Y. FAX: (360)527-83fl2 CONTACT: JIM HOBBS ORGANIC SOIL EXPORT - 3160 C.Y. CONTACT: CASEY J6NES EMAI!_: James.HobbsC�cngc.com EMAIL: Casey_Jonest�Dcable.comcrsst.com SURVEY INFORMATION �EGA� oEscRi�r�oN: NOTE. EXIS7iNG STRUCTURES, U11LITlES, AND SURFACE CONDITIONS P��0611 - LQTS 1, 2, AND 3, BLOCK 4, WHITNEY'S FIRST ADQITION TO THE CITY SHOWN ON THESE PLANS REPRESENT SURVEY 6NFORMATION �F ANAGORTES, AS PER PtAT RECdRDED IN VOLUME 2 4F P(ATS, i'AGE 32, LOCATEQ IN FEBRUARY 2Q19, FROM A TQPOGf2APHIC RECORDS OF SKAGiT COUNTY, WASHINGTON. SURVEY PERFORMED BY HERRIGSTAD ENGINEERING & SURVEY p�d612 - LOTS 4 AND 5, B�OCK 4, WHlTNEY'S FIRST ADDITiON TO THE CITY OF ANt? �ROM Ul1LITY 1NFORMATION PRQViDED BY # Ul1l.ETY COMPANIES. A UTiLfTY LOCATE SERVECE � ANACORTES, AS PER PLAT REGORDE� IN VOLUPAE 2 OF PLATS, PAGE 32, RECORQS E� CALLED PRIOR TO SURVEYING OF THE PROPERTY, OF SKAGfT COUNTY, WASNlNGTON, BUT MUST BE GALLED PRIOR TO CONSiR13GilON. . • R�.vn��. ____Assoelates�_nc. CIVIL, �NG�I�TEERING c4i LAND•USE PLANNING 1633 LINDAMOtJD LANE/P.{). BOX 361 ��� BURLINGTON, WA 9$233 �� � ��: t��o� �aa-zoas ��: �sfio� 7o�-azr� ,�_�. � ---__ ____.- _ � ,� --- \ SHEET DESGRIPTION: SHEET SCHEDULE; SHEET 1 �F 16 COVER SHEET 2 OF 16 EXISTING CONDITIONS, SITE PREPARATION, 8c EROSION CONTROLS (1 OF 2) SHEET 3 OF 16 FXISTING CONDITIONS, SfTE PREPARATION, 8c �ROSION GONTROLS (2 OF 2) SHEET 4 C7F 16 ONSITE SITE PLAN SHEET 5 OF 16 OFFSfTE SITE PLAf� SHEET 6 OF 16 30TN STREET PLAN 8c PRC7FILE (1 } SHEEf 7 OF 16 30TH STREET PiAN & PROFILE (2) SHEET 8 OF 16 "Q" AVENUE PLAN & PROFILE SHEET 9 Or 16 DIMENSlONS, PARKING, SIGNAGE, & STRIP'ING PLAN SHEET 10 OF 16 BUI�QING SE�BACK AND CROSS—SECTIONS SNEET 11 OF 16 DETRILS SHEET 12 OF 16 DETAILS SHEET 13 OF 16 DETAILS SHEET 13A: OF 16 DETAILS SHEET 14 OF 16 SPECIFICATIONS SHEET i 5 OF 1 6 SPECIFICATIONS 1 � . � , p ''J �' � .. ;. Pfi0@22 ` = 6`4� ' � .i ro� Ft� '� x � �`� 1 6Q �0 6�; � 1_ g°�i ho' � � . Q Q Q � � �6� Q6�; �' . . I t� : >2 : 73 f� 1A � f5 ; 16 !� 1�' � 18 i9 : 20 � �� ; . . � � � �3 ; 1q � f5 16 ' J7 7B '� . ��----- �-,n-.�g'�----� � � uN�P�ra�o aow � � ! ���y- .�. �� � 9 �8A 7� 6. 5' 4��3 �2 � f ��� i2; i1 10 9�� 8 7 � .. � P33029 . �. �,[`f ` . .. � � � i.. ` P6C673 .�Q.�-1��,']I\[ F����. � . Ii� , � ��N�T � . .. �. . . � � �Y � P60589 ��!�: � � �w � � Ab��r, T e � �. � i I —.— ^ W � ' `� �'--- 3�3 , , � � � � a� � � -- r -- - � � . . � .�. . ; A � .y ti� �P60647 . . _ � .. � � � � p�ae � Q�a� �6°e. � I � � I � ' � P33030 . . . � � ' , � : .. . , � � ... � .. . 7f ;� Y2 15�.� �79 : 15 � 96 , f7 i ' I . ' . . � ,,�j s . ts ' 20 �" ` � .. � � .. �. � �13 ' 19 75 i6�.' f ;�18� � i .. ' � --- 31ST STR�ET _ -- g � � --- —_ � � �o : I A �� , 9 8� 7 6� 5 � 4 � 3 2�� Y 72 , 19 � 10 � 9 8� 7' .. . si ;o B�i�o;�c cc��.Fcoti,i;viu�n � � � �� '� ; � � � � � f � , P60&08� P6060'I; '�o� � f _ ; Q�Q � P60�32 P64581 P60580 p J ''nst2s r- B __ � ; , ; � � \ �,�9,28 � Vt Pt03i.,C � � P709i31 � � �C�I � � : � � f� P59�132 ; � ; � .. . ' .. � � � � � � � ' � ' � P12@961 P60870 ' [ 1 � � . PfrD&09 ' .� ' i ,9i , 4+b �. F � E , . � � � , , �o � . �. E � o`�, ... � `� � .. . . . . � VIGINITY MAP � SCALE:1" = t�0' � Z4N#NG: 'COMFvfERCiAL DlSTRICT PER AMC CHAPTER 17.24 -.�..:� PRpPO5E0 USE: SALISH INN M�TEL - PERMITFED USE PER AMC 17.24A20 (A) WITH 36 ROOMS ��� SEfBACKS: PER AMC 1724:fl60 - NQNE, EXCEPT THAT ALONG PROPERTY LiNES A�JOINING REStDENT1AL ZONE D15TR1CT (;� WITH NO INTERVENING STREEf QR ALLEY, THERE 5HALL BE A SETBAGK OF AT LEAST FIVE FEEf. \,J � lANDSCAPfNG: 10% OF SITE RREA REQUIRED PER RMC 1?.41 PARKING: PER AMC' 17.48.�20 - i ONSiTE STALL FOR EACH MQTEL UNIT (36 REQUIRED) LOT GOVERAGE = BUkLQING OGCUPIES 33.4� OF LOT (�OT AREA = 14,962 S.F.} INFfLTRATION FEAS18fL17Y: #�ER THE GEOTEGHN[CAL INVESTIGATION, "QUE TO THE HIGH FINES CON7ENT, 3T DOES IVdT APPEAR THAF THE NATIVE SQILS 4VQULD 8E SUITABLE FQR 7h[E CONVENTlONAL INFtLTRATION OF STORMIWATER: THIS PiAhi SHEET IS ACCEPiED fOR CONSTRUCitON iN ACCORDANCE WfTH THE CtiY OF . ANACORTES ORDINANCES ANQ�PQllCI£S. ACTiJAI CONFQRA9ANGE OF THE DESIGN��WITH � APPLICABLE LRWS� 13 'IHE SOLE� RESPQNS38ilITY� QF THE PROFESSIdNAL £NGINEER, WFiOSE � � NRME AND S7AlAP APPEAR ON THIS 52iEEi. ACQUIRING, �COAdPLYING Wl7H, AND PRONOING �� MITfGAT10N F9R ALL FEDERA4 STAiE. COUNTY, AND LOCRI LAYtS, PER3Ali5. ANp MANDAT�S, . INCLUDING 8UT NOT LlMITED TQ THE ENDANGERE6 SPECIES ACT, f'ELERAL WET�AND PFRMIT, . STA7E OEPARikfEtJT OF F1�HERIES AND HYDRAULICS PE(tM17, FEDERAL Fi.00D PLAIN PEftM115. NATfONAi. POLLUTANT D�SCHARGE EL3MINAT80N SYSTEM PERk11T iS 7NE RESPONSIBILITY OF iHE DEVELOPER, LAND ON'NER, RND THEIR ENqNEER. THE ISSUANCE OF � � TNIS PERMIT SHALL NOT HE CONSTRllED AS PROOF OF COMPIJANCE WITH APPL1CABiE� � . � . 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C06RDIPW� ONSITE WFfH � CIT1' TO CO FlRM BEf4RE � , CtliT1NG. I 1I � � 1 U .... .. I /% �' ' i / / . EX. SfaEWA�IC A�iD ADA ftAlAP TO � BE REMOVED ANp RECONSTRUC'TID PER .AtDA REGUTATIQNS. RECONSTRUCI� NORTN liALF OF AL < CfGJW 4YiTFf�k NEtV HANDICAI' I ACCESSiBtE RAMP, TYPE PAFiAt_L£L "A` PER'iWSQOT STD PifU�[ 4{t-12. 3 QN BHEEC 13, CENTERED +�CROSS �R6Rd EX. ( RAMP ON NORTHi SIDE Of STitEEf. I � k� � � � I � �L � � � � � , ~� !� �� � y 60 � � � � � `�' � � a � N ^ �3: � � N � cn ,�N,, � � I � � u � 9 91 1 � �.;� � ` , , �,., ": � � , q > � �.,,. -.- -. RGN INOCLW'CR2TH P6C6J:i : �I-F 'tON 'JvD^tvvC�R':, ...;�- ..__ ! '�50�625 ��.., ' �.'.�`G' ' �./,,' ' i�`� � �F) J % > ! ?ON VdO��LSVORfF�I �. -. I�DA KLLSEY � � , y -.� ,5L62� . � � ' G� 6�r90_� €AC p& ---- - --- . _. .. _ : , . Pfi0o24 .. 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F z-� ", s.:: s ' d!At � �.�PL i WASH 4ttT ;- 3� - ! .. ; t� ,-t stl�i 3_ - _.. � , - , .. k l ' ;. . . �--- sn ,.:� „ f � .�s.,, ,�,:, �. � TEMP@�' SFOCK Bfl+1P #C154 . _ _r -. ,-l� r _�s�_ � ..,. . ,.•.�„ x _.I.:._... -...... x ,:_ < _ PiLE AR�A�WfTH � -� :...... TEMPQRARY�- � � ::•� ; ,.;-� ` ;.,y. � . . , � ;."_ � � _.._ , '.. ..;..: 75a�^.j; ;' :,��;:'�: :7.cE; i-� - Y _,..,c:� .. . .:�� ��,,, .. �:. .fD;�:3 ` :�� �;ar . �' �'- _ - - ____ , , �W(�P� :;:.,:a . . , i PLfSTtC CDVER � .. . SEDiMENT POND ,. :, , � , . ,� =.-, ;�;`. �t , __ :_ ; w . .-, :: 6tlC �-^-----. ,___-_ _--- �* _-�4 -- -�---____,..,,, ,:;.c _ J_ _. ,., � , -- ,:;: - : I ' _ >.,, � . y � ,_. � � ,� ,__ 0C. 12.EGE7TTC 517 Ei(. $ CA1P SD _,..SA � � BMP #C123 i SMP #C241 � �,-. ' � � ' i ' ,;':' IE lNLET=65.38 !E (Nl.ET=81.76 REFER 70 SHEET 3 FOR . .. � > .. s- > . !; , ; ~�"�------- i ' .' ' ' ,. _ LINED WfTH ,� � � ; i iE OIFfLET=63:SS iE OUTLEf=&0.67 IXiSTING CONDI7ION ,..,,._.., I!. ; F-:-.: , �.; ', r j r.,;:: ;.,3 �4' , C _; i� 3hiFORMATION EAST i; i ,,.- ..__1 _� BMP#C235 ,, i � � �_ TO BE REMOVED tWD,_R£PLACED. 70,:HE�REMQVED RND REPLACED. „. .�., - ' �� n . . .. . � . . � s T� ��_ ' _ .� � �t3 ' . � �I . j _ _ _ _ _ _ _ _ _ ------ -_ __ _�..- ---- - -- -- - ---- _ � � _ _ _ � I # ': , a ; : �59"13" W [�O.00' - - - .. ` I '. I r .,: � ._ _ .__ ,T ____ ___ _ � . � � � ' ' � l � I , � , ea.�3 � �_ < a � . � i � - � , -!_ y.-`; i F EXISTiNG PAiNTED STALL � I� �� �id'>r ,t �� C ��., ��� , &MP #C103 , oc. taartve �Rour�o , r , � STRIPES FOft 6 PARKENG ' GALY,qN12EQ FCNCE r ��6x � i Sj� , . , . , ! ELEVATION A7 NORTHWEST C + � . � , � " � BUILDtP1G CdRNER = 89.8 I-J "�. 3d '�i > , (�� ' , �� � : , . � I , 10 , �� � f� � 7 � � '_� =� , ._�; t� � � � ; �; � j � , ` ��� � ��Cl � � E � � � : _ ( � i � BM � � C235 � � � 1 � �� � i INSiRLL 3TRAW ?WA�DLES �70 REfA1N ALI_ � A�SPHALTSAW-aU7TlNG.�HOWEVE�R B � � � �„� � � �� ;'� ` ` � � " � `� � � � �EgR�s ,aria si�r �r� RUNo� watERs. � � g EFORE � 1 ' ' r i` ; , ' � _ r -�� a_s,; : MP #C233 � ,, � � I;� "�i�;? ' ' MNNTNN WADDLES iHR0UGH0UT S(LT FENCE: i iyiJTTING, CQNTAG7 THE ONSITE TENANT TO I ! i � t � '"� ; coNsrRucnoN.' n�icA�v r�srw_[. �T STRUCTION WORK;SOlT i /� ! � ' •-! PRo�OSED Bui�DiNG �t- �' �� '= fOi i QN, INSTALL AND MAINTAW 40N� � FOOTPRtNT OUTt_INE�� '. �.,.' , j , 10' UP57F�FAM FROM CULVERT INIEf DURING ALL CONS7RUCTI i 'THE O�lSITE BUSINESS. � , ' J � AN6 AT 5q ENTER w(TwiN FENCE ON THE QaWNHILL SlDE OF ALL CQNSTRUGT � _ ,� ; r - � � � i �.�i-f�, . - �H j � � �AR�AS. iNSTALL �'sfL7���FENCE��PER DETAIL UN SHEEi" �11. ' ON-C DCiCH � �OE�S IVIOT M EQE ' j;� � x.,,,,., � I a � � j ( ` � , � -. _..___ --- o �, � � BMP #C233 I�� � ; � a , � � 'f� ' ?`-c. � , �' � � � � �' f 6 C� E� � � � - � � ti � : % �:, ' I - ':... o� 1=f10F, 1 :, , :___ � � i � �ER srtefr �a �� x � , �� , � �� � ; " MERCIAL DIST,I2IC"I' (C} ( a � � � � �,� � , : `- -: se�r �tvcE � , �� �� --ql ;�`' i � i B►viP #C120' ` rr Z.ONED: C�M � � �, o ,, , ��� .. . q�� pq+F, -1 ( , /��� �i , � Q O , ,,� , , � � � � � �� � � � K � / ERMANENT SE�DING� � :�� BMP #G22{1 � ':. � `'� . O� �. � V I �� I ;; �,..,.i. __... � � �9I � � IF���.L i l.ii.. .. . .. . .. ' ' ' � z � $,_�� � , � � � � , ; � , � , <. �� urrn� �E oRe���nioNc rtt� wEsr �� � � S1LT SACKS: ,�. I � a ; ,;���� & r,�a �r �corr , � x �� � SILT SACftS SHALL BE INSTALLED UNDEi� THE CB GRAT� ----'----- ----- PE 613 "' DC. NATNE GROUND I �� ; u�l I � � SiDE OF Q AVENUE 1lAS TO BE z� -� ' E�vA7to� AT so�rrxwEsr � � ; Fiu..Eo IN FOR TyE PROPosED OF ALL EXISTING CATCH BA51N5 SUBJECT TO RECEIVING pc, cc+sr,�tnc,��,_ �v�N�E I i I� , ` , I . � �. i COftNER OF BUILOING - � I + � "I I . � � � '� - � � . , -. _�;-;.,. ,,, :,,; _;.. FQUNI�ATiON = 73.4 ,_ ,:;:r - �,.._ _ �.' i., `;:,; s 4,:. .. ' I ROAD WIpENlNG. lNSTALL AND U G H CT. CATCH I i � I ; - , , (- - - - -� � � , , ; �vrrTaN w�o�Es. �iCn� BRS NSRAR�� NSTAL ED, HEY � HALI E OUTFITTED WITH , � " � EX, UIiUTY P,QtE "iQ BE � ` � , -: �' .. INSTALLATION AS, NOTED. IN SILT S THROUCi '. � , , , � ; , R�Movep nr�a �rS ov�RH�r,o I v ; , . i r; �. ` CONSTRUCTOt��R , ; � WlRES ARE REINSTALLED I `. ' G , I ; , � � , TAIN SAGK HOUT � � � i �:- ", i�-- � _ � � f l . uNa�tc��uNo. '`i Ex: a" � sfl , 1 I ( � BMP #C1D3 ' I. I C-5�:2 i ' _ ' t �' i ✓ ' I I � � GALVANfZED FENCE ;. . � s�'`"%'�^1 } 7C G � ,. i�n. - ' . o� ° ` � i ' ���: I :_ ��t � � s� k 1 � . .. , . . iEX. 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HOWEVER THE CONIRACTOR MU5T DETEftMINE � WHICH BMP`S ARE TO BE USED WHEN AND WHERE TO STAB[LI2E SITE APPROPRIATLEY. _ ... ...__ .._ .--- - - - - - -- - - - --- -- - - �'� MARK CLEARING LIMITS BMP �1�3 FNo uon��r,��h--� I ESTABLlSH CONSTftUCTION ACCESS 8MP �C145 & C147 � �� " � ���`;� ���' � CONTROL FLOW RRTES SMP C233 a--�-2cte � S 89°59'04" E 38(�.OQ' (3�0' PLA`T') � INSTALL 5EDfMENT CQNTROLS BMf'#C12Q C233, C235, & C241 ���' � � m� �7� � � PROTECT �RAIN INLETS-BMP �C220 e 1 CONGRETE WASHOUT AREA-8MP �C154 PLASTIC COVERING-BMP C#123 _�Z.aV111% +�, �.SS__C?C1�.t�S Inc. CIVIL�NCiINEERING & LAND-USE PLANNING � � i633 LINDAMOOD LANE/P.O. BiJX 361 BUitLINGTON, WA 98233 f �� �� PH: {360} 707-2Q48 FAX: (3b0) 707•2216 / �_ � '�. � ____ I '� �� ZONED: RESII3ENT'lAL HIGH DE;NSIrY B D1STIt[C�T {R4B) I ' � �x c� �t�� . � . I �_ . �� - . .I � iYt�r.-": Sfl� �RATF � � � . � . ;I i sc. . � i � ro�=��.s� � '"r- ADJU5T TOP DOWN T6 ")0:4t FOR I. 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PERMITS, AND MANDA7E5, 262 FEEf. :=--s� -"/ ���+ .: �.... � ' �NCLiJDING 6UT NOT iJMI� 74 TNE ENDANG£RED S��CIgS ACT, FEDERAL NfERAN� PERMIT, .. �,..;,; �--�-� ;; ,', S7ATE D�PARTMENT 9F g[SHERIE5 AND HYDRAULtCS PERMI% FEDERAL FLOQD F'LAIN .. . ' PERMITS, NAT3QNAL POLLUTANT� 615GHARGE EI.IMi1NAl10N SYSIEM PERMIT i5 THE ���� E�:''CB RESPON5161LiTY Q� THE DEVELOP�R, LAND OY�lER. ANO THEIR ENGINEER. THE ISSUANCE flF � ,� . � i 5� � iHIS PERlAIT SI1AlL NOT B� CtNJSTRUED AS PR09F OF C9MPLIANGE� �1NTH APRLICABlE �� �- ... . i ;� ... . 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TRENCH Di2AINS ZURN OR EQU `', i": / �-_,.-� . a,`� ��,;,;- , � ,�. , d _•; f FA€i1GAT16N FOR ALL ifDERA4 STATE. COUNTI', RN� LOCRL IAWS� PERMITS, AND A4ANDATES, "��. . .:_ „ . { � �� �� _��� �' , ,� , ; f- ., . _, �,� . . � ?rd; - -� , _. . � .. . . INCLUDING�BUT. NOT i.IMiTEQ T0�'INE�EN6ANGERED �SPEClES ACT �FEQ£RAl WETLAND PERMIT 7RENCH DRAIN: Z-882� 12 V! E, PRE-SLQPED, --- __ J ', � cx. s°>Mr E-oi:5 , • � - � � � SSMH j�i -.� ..�� :; ;: „ I__ __ q � � � '' �_, , ... .�� � 1'OP=69.64 .. . �:.�. STA'fE�.�-0EPARiMENT OP' �lSHERIES���AND Hl'�RAl1LIC5� PERMtT,� fEOERAL FLOOD PLAIN � �� � A6R GRAiE: CtA55 C, (2-882-kPG� Ad3ts; DESIGNED. OPEN AREA (ypE i-48" (DOGHOUSE SfYLE) " :�`' iE 14" HDPE S5=6G:1 � PERM�iS. Nt�719N�L p6LLiDTANT DfSCHARGE EtJMINATION SYS"fEM PERMI7 iS 1NE ;- APPROKIMATEIY 298 LF OF IXISTING ALLEY {GRAYEL AND CRUSHED R6CIC} FA9N31Nt1frt 14 SQUARE INCHES/F047 � .„: _ ` ..., RESPONSI9ILITY QF 5HE �EVELOPER> lAND DNTIER, pND 1HEIR ENqN�R. TNE ISSUANC£ OF ,'`� ` � T(iP=73.05t �� , TNIS PERM�T SNRLL NOT BE CONS'fRUE'D AS Pf200F OF COIrtPLIANCE W1TH AP9�1.lCA9LE -- `� TO BE REGRAf?ED WiiH CRUSHED SURFA£1NG TOP COURSE AND PAVED FLUSH WITN NEW PAVING PN ALLEY. � � ° WITH A 2' THICK ASPHAL7 Ll�I'. GRADE THE WE5FERLY 143' TO ESTABLISH NON-ADA GRATE = Z-882-OGC, CLASS C, OPEN ARFA �E fl(. 14" IN-W/OIFI-E=62.95t I� W � LA TdD PERMIT RE4UIREMENTS: A f2' ASPHALT WI�TH CENTER-DEPRESSED CROSS 5ECTION. CRQSS SLOPE M UM 57.5 SQUARE INCHES%F00T IE NEL4 8" IN-N=66.0 (INTERNAI DROP). ; TO VALLE( SHALL BE 1.5% MtN{MUM AND 89, IMXEI�UA�. ADJACENi TO �-t� 47 tF {6-FOOT MODULAR SEGT70NSj �82�T-#8212 PO51'70N �tANHOLE ON THE IXISTING 14" INSiALL RAMP TFtAhISiTiON ' y� � _ ��.�.tic� PROJECT, INSiALL 155 LF OF DEPRESSED GURB/GUTIER TO RECEIVE G��E � p�PE -� C SSMH E�-O 5� PR ORLTO MANHOLE �ISiING ��EC�''�� : i CITY ENGINEER DATE ALLEY ftUNOFf FROM A UNIFORMLY-SLOPE� CRO55-SECilON OF 1.59b MIN IE 6'=i8.25" BELOW GRATE 70 S96 MAX. FACE OF DEPRES5ED CURB TO BE AT EQGE O�' ALLEY R.Q.W. Z 882 G INSTALLATION. CONFiRM M.4NHOLE PLpCEME�t'I' " ' -+ RE-GRADE 5Q Lf 4F kLLEY TO PROVlDE R FINISHED GRADE AT THE PROVIDES 7HE NEW B' 5EHER SERVIGE AT ; I y , CONSTIiUCT10N FOR FHE ACGEPTED Pi20JECT IS TO STAiiT WITH[N PROPERTY'S SOUTHWEST C�RNER THA7 IS 6` IOWER THAN EX1S'f1NG. �-2� 16 LF (8-F6�T MODULAR SECTiONS) �!8211-�8212 7HE CpRRECT ! OCP.TiON IN THE BUkLdING. MATCH DffSTING ALLEY GRApES A7 ?Q' WEST RND 30' F1:;i1. ;;. � i YEAR OF THE DATE. 6 OUTtF'i PIPE WfCH A 6" 45' BEND NORTHWEST q(dD $'x8' REQUCER NORTH FROdA SSA4N �t. iNSTALL � F �E 6"a18.25' BELOW TOP OF GRA7E 30 LF 8° PYC AT S=0.6200 TO A SSCQ IE 8"=67.70 WfThIN A TRttFFiC-RATE� UD. ���� STAT S. 8 LF QE GWaTE W(THIN ADA ACCESS PJSLE=Z-882-RPG IE &' SSC0=6B.60 �'� ' iVOf2TH 4' 8c SOUTH 4' pF GRATE = 2-882-DGC �GL !� 11�� � ��►?Vl,s����►7, Inc. SHEET DESCRIP110N: CiVIL,�ENGII^dEER.IN�r � LAND-USE PLANNING �.� 1633 LINDAMOflD LANE/P.O. BQX 361 /� \ BURLINGTON, WA 98233 f / � \PH: {3�0} 707-2f�48 FAX: (360} 707-2216 , ,_ � , � SCALE: 1"=10� SHEET TITLE ���1S� �1�4 N DRAWING N0. y 18025.SITE.dwg DRAWN BY: D. REMSEN 9O i 3�T� STREET �t� 1`�T S I T E S I T�E � P L A�N� �� ��� �� ��� �+ � Jo� No. ��� CHECKED SY• J RAVNIK 1��� 1$025 EK TERA ASARA, LLC ��EET ��. �A�: to.�s.is SECTI�N 30 T. 35 �`+T., R. 2 E., W.M. � aF �s . J . __ _ __ �, I �� �1 %•�j 1`9 ! �1`J 1�� ; lu [) ` . , `'` _ � %,`3 D-t ?iV0 39 LF 4" DI SD S=0.0400 FULLY ENCASED , 1� ., ; ?, ; : i ' t 1N CONCRETE WITFiIN TFtE 8" TH1CK DRNEWAY � i . � , I : ' , SCALE� 1' _ �0' � errrRn�+cE ' � , ( i ," �a �, , - ^ _ _ _ QUARR`F SPAl.1. ARMOR NG�ON INL �DROi1TLET. 'i � � �<. . ... ' . ' . : : - - - - . __.._ _ �,, _�_-�. _ ._ - - ��- - - -' - --- - - _� - - J-_ -. � _ . _ - - - - - _ - - - ' - -- - i � i ' ' ; 10 20 ^40 INLEf 5TA 2+43.0, 2�.5 RT: TO C SWALE I - - - PROPQSED GRAwS-L1NED BIOFiI�lT�ATiQN SWALE 32 lF l2" Sp S=0.0906 ' REFER TQ'�.i.AN & PFi���LE ; i -'; � iE=71:47 (t' 9ELdW T.�.C.) �'i TO TREAT RUNt7FF FROM THE NbRTH "8' OF " �-: T6 AAk_EN�7 CAP AND ., �; �..; i � _ .. PROPOSED ASPHALT IN ADJACEM" 30TN STREET. #AARKEft`Posr. SHEETS 6& 7 FOR 30TH I � �'.`. � r::, Oli7LEf STA 2+81.0, 21.5 RT TO C SWALE >;. �_�� r_, IE-69.42 (t' BELOW T.O.C.) C�---�t � w; i� i2"=ss.5n >,: . STREE7 IMPROVEMENTS f� ; � _. __ _ �� ,_ �� _.. _.__ _ . _ __ . ;, <�-- ; :`� �:� �f.., ...___... . ._...... ......_... ._.. _....._._.._ . .. .1... . _..� v.9�r .. ____ �;., _. '� _ _ � ,.,_ ___ - , -,: . v _ ; r ! � ,. --- ,, f _ _.___ ,. __ _...0 � { l,F . , -i- ,.;, ......._.._._._ r,l ,.:-. ..._. _ �c r 'P 7 t -, r �� ' .. � : B � . . . , �.. � . _ -�-�:---�-- --- ----�Q _�T1���' -- .�-��=-------- -----��-� � ' „ � j �'� _,-� �'. . ` _ i \..:`s. ' f '"'F; .,. .; � _� - �- '-','_ :' � -,i: -:� - - - - � � _ _ _ - � - - � TOP OF MONUMEN �� . . SFA. 0+57'�. ,7 _RT. S. a ;� .,. ' . .., � � - - - �- _ _ - - - _._ - - - - - - - - - - - _ - - - - - . � ELEv.--67 . � . .. � �.i„{ � .. .. ' - - - - - - . ., .._. ,.J : - E �� - - - - - - - - -- _ ' ._,'� ..;`•�`tu > ... � � . � SURFAC� .3 �.. . . . � . 8' 45' HEND� lAJxMJ . ` � , , - - - - - - '"y- 7 . T.B.y82 S.P. BEHIN� BEND ':`� :::: _ , , i , , - , ��, � -67.67 � s � , " � � 3t tF ,2 sQ-�-,;.•'�; f ' ELEV - _., _ � < . . � �.'a. .... � � .::. � � � 5;f.�> , 2+aa Y- z„' - s+ao - s=a.otoo I. i' �+oa ,�. J 0+00 EASt' l+Ot3 PRQ.tEGT BASEi,kNE � R.O.W. ,•:,.., S �t�Pti )`13 E 3$�.C�d' 380' PLA'I') .�_:µ -- - - - ,. -_�._ _. _. ._ _ _ Li` �= -- , .,� -� - - - � � - ----- - � -- _ - ;,c � - ---� - -+- - -- - -y- - --- .�_ r _._ �. . __ _ q _ . _- - �---- *�yj----- - -�---- - �r _ _ �-- m # � . ,- �� �7 l.F 8 63 "�"�"-" i � 37} lF 8 bC E 3+�0 EA4i � � 171�'�'DI 3TLF8 61 - _ -. '' ', `- t: �' 120 LF 12" SD ,_ �� 7i�, I_ v--,... �i i vzY.. o" �, „_._�v: � .: .� 55 lF i 2 SD �r6, 4 � �``''�-�. �-' , ' ce �j � ca #�2 s=p 0�2� . ,�Su^-it� .✓ ¢,.D81qx, .-i- 'SB 36 Sk � .�SL � `�, ,:� ..... j � � � .. i � `" �' � l`� M �0.00' 'x. C , . ;. ,:� i dE F � ' _- ` � ! i 18' S � > a__ v -'_'y __"- "_'-� -vR-zy-`J�.__�Yri�'T��v-r. ..:< . v- _ w._--�...`:, ,:� ._.. .�.._ ��.<,>�.3,. , ,..,., ! . � ,. ,a . . . --�3 \ 49 D � , _ � �. LF ,y._: -- .._, .. ... .-,r _.., ,.�- - r_ _ � _ 5 S9� �i. _ _.., � ,, -' _ , 995 - < , _ � �' ,�,„ � � � � --- . ,,,-, ; w� ;_,-� r �� -- * ; � , _ , _ __ , � - _ , , ,�.. � a , , .. - - _-_ '-�-- - � _ ___ � . _ _ = ' - .� i � [ r , , e � -- �, � � , ; , _ ,_� � ., e I _ - r-- ,, _ _ _ _ ,-l- I _ . _-.t �-x_. � -_- - • _ --i _ _ , ; �e.;:,. : - .... ... � . �- ;. . � ._. _ . - - � . _�_. � .__� �� .� a .._ . ; -�'- 3 . ':� zt-- -. . ' ;" , r. -._ r--"--:.` - - �- �, , .. , � . _. y : e „ __ x..,�. � i": a- � �, - . ,:,: : :e ,�r�,-: ,;. _ . -' . . e -- ; : =' : , , � ° , x ..� _ ,; , , . ..,., _ --- _ , t,.� ,. � F� � _ __ .�. _ __ � a � � 'YK � X'��e .,, d . n.� . . .. I d ... P l � „� �. ' -. � ne c. . . n �._ lo . . . . .^ . ' a . e . ' .. ��'x. ..:..>.�i.`;�i . .,...�'� X --Y . . . . . . . ���, .<:�. .� �� .. � . .�_ � _.:. -- -�,.,-- e< �,,. . .. � „ �. r: . 1�.5 0�� �< -.. �;�. . .:_ -.. .. -. F... ,.. -,..,a ,..,.. I ,. a . . . . . .., . . ' . ..,.,.�:::,. �, , ....�.: . � a. . .-� . . ..- a � . . f. ..... � u l9Gi� .. ,�� r"._ ' ��(do.., . .,, ,�.,:_-, ..'c�-.. . �° a a. � 34.�� $ - � . � " ' ^- _ . -> ' . . ,, ,, , e_ o n < , ; RPBA a58?C ° �- � 1� i� -_ I j�� ._ ,,, _. .. .' �. .: . . n ,:.`�. q . . ' 4 ° .e e �' .. ' . - . _ . .� .° . .q . 6�, . F` '' . I � ' .. . 1:.. ... . . , s=o.qiao-� �l o " s, < � � ' �t ',,., :� i,=...r : '�,'.j2' CURB GAP"AT SL4; i+7 : ECT ° ° a n ` < i n , , a ° � ., c N., `., _ i '�g�.:.�Js., ^ STA 4+11.Q 26.5° RT i „ :; -,. , , _ � � ; IjUP-GRADiENT;Rf]AD �UNOFF;TO TK�,101 LF OF _ . 3p- _:, " ._- , i _ _ 1.5 _ _ - - - - I i ', GRASS-LINED BIOPILTRP:TI�# _SWAL�" �'ROM SfA.___.._ �; , , � ,T . , �., _ � .� ! . _ �' � � _ WhI o � ' iM � 1E 18" �LEf EASl-63.0 (� -- - -- - -" -- � - i+ ,. F9.2-k4�.5 AFdD FRO�A 2+8t.5 TO � - - - " - '" . � ; .1e �__ ° e ; ,�, r�."_ _j___r- „ �_ t' 89�53�13�a W 1S{).�Q" ` ' � ��' I ,, : � B �3A I I x . �--'- 3�-2d.a F'F20V1D�,A..4, WIOE SWk41'SNAPE6 'i •� > - - . I , � ' �B .i ;3, , ° j y " ' ', I � `-'"�` �`�r �. ' i en..,: PATH USiNG 4UARRY SPAI.LS ;1NDERUliN WiTH , ' _, , , , . t � r:�. �� r , _. � I' � GEO'fEXTILE FABRIC TO CONYEY GUTTER FLOVY TO „ . , __ _, 1 ` . ' ' " , 1 ! �.., ti t ,. I �, z ��-� i I2 c I , , �, ,,.. ,. JI -' � ' x'.��;, ',f �,�.�:.a. �. £ ' " "'i .. � .. .. . . �; � �� s � � :, �.: ._ i THE SWALE AT STA. 1 +75. ' GUTTER=75.90 _ � ; _ . �, , f � - � �- ' i: ,i� �. i ��.: , � � � t J � ; E � �, ! < <-; ;> � f 9 , � � � l � � 1 � , �� / £3 - i �1 ,. f � 1 � !' i / I I : c. .� µ ,4�a-0 I...Q- I I I - . r � w"� I . . ^ .. -+. ir o �` . � .: . �: '� i i, : ,! � ' .� �. I �f r i _ _ � � I, '�� f � a� kn.:.; I� I I _ � r � . 1 . / J W � 3Q LF 12' S6 S=4.0900 : � i t, 3�_. i .' r� ! � °- -i�� "' '� - rt" II' ' _ xc, "K -.�� , 1`- ` ��/ - � ��: � � � � � i� �_ � � t ?5, r.r,., ;� � I. i TO AN END GAP AN6 FAAftKER POST. i � l I � ^ i ' o � � IC3' _ i 4 � - � �-y � � F�lRE FLOW AVA11�81LIlY: , �E ��'=7�.se � i � ; � r� f�' i ' � ; ��i , �; : � � � � � ; � ��+ F� _ i b � � i �1 � � � t .!' � t � �i t � � � 1 (i ; _ � . IM:_ a I�I., � 1� � � . `� �UBJECT TO NEW 8' Dl WATERLWE 6EING INSTALLED IN ; i � I �t ( �, ; ` ' � - � �- �� a ! `� � '� '� ' "�' � � ` �3;� ''; 30TH STREET FROM THE EXISTING 6 WATERLiNES IN w ;�, 1 � � � � CB�.�s �. F.F.-ss.so T , L g ; �c> � i, ( T�1E INTEftSECTION OF "Q" AVENUE/34TH STREET WEST � -' � j//�( -t',2 '' � :', � �� `yf�' �K�'r' � W � y�.:i��i �� � . t'C \ ( _/��[.1 V Ei i !� tl i _ '-,�. , ��; ��[fi<»4.,., �,.� i 4 I ��` ' � TO 7NE EXISTING 6" WATER�INE A7 THE EAST 51DE OF � � 1; � ' THE FIftE FLOW AVAILABLE FROA9 = W� ��CiC����i'} `' � � € � � e_ n r' � ,''� Q I7°` � f � �. I - GQMMERCIAL AVENUE, _ ' ,:, ., M :' � , r , j i T. ' � � -„ .. -- � _ --_ ' � ,,''� F ---�1 `," ; � ; I � ! � THIS PROJECT S NEW FIRE HYDRANT NEAR FHE ,,, - ` ; � i, � . i � a ' � � PRQJECT°S N(?RTHEA.ST CORNER IS 3,17,5 GPM AT A a Q ', � S ' � � ` . �l �� �� x � � � , � - i � �: \ 1 � � , �' 3+0� , ; i r,.., ; � ", a` RESIDUAL PRESSURE QF �� PSI, AS CALCULATED BY � z ; � � � � , ` � , � _ � :.�-� � -�I ° <d �J �s �:� hc . . � � COMMERCIAI FIRE PROTECTIQN, AFRIL 2,5, 2Q19. ' � : , � � �g � ` �� ; ��' � � ` �� _ -� � ,� �� � - R���R O �H� T ; i ; i �! ; ' �'I . 1 1 " .�� A � .� � $ �� „A I `�' � � � _� , `a � � �4 ` i � I,F F �R VE � j �� � _. r_ _ C < � � X ,.,[ � _ , g'�� �, „_. �� , , � � . 1 ��� : � �!, t. (z�r��;�oVt=�i�T � � � � . . .. �,� � _� " _._'___� �- ,. . P- � � ii ^ ' , a . -_ 4 .. a " � � . I � � a._ � I. : . . . � � ' j � � ,3 � .:it3 . . - s � StA. 0+4St, 13' RT. F(NAL WAtfRL1NE CONNECT70N WHEN r,umaRizEo �r crrr. REMOVE, A&4NDflN-IN-PLAGE APPRQXIMATELY 5 LF QF IX15T]NG �6" AC.VPA7ERLINE. � �. HORIZONFALLY ADID VERT1CAlLY IN-LJNE WITH THE flCISTING 6' AC WATERLlNE, 1NSTALL AN 8" 45 BEND. �MJ WtiH RN 8`x6' REDUCER, FLxMJ AND 2 LF 8" DI WfiH A TRANSfTEON COUPIING T0 THE EXISTING 6" AC WATERLJNE. T.B.=6.O S.F. BE#iIN� BEND. CAP THE ABANDONED END QF S' AC tNATERIJNE. � srn. 2+sz:o, �' rzr. DOME5TIC TAP, W�1, & BACKfLOW SEE CITY D�IAI� �WA-05 2" TAP AND VAiVE ASSEMBLY. PER DECAIL ON SHEET 12. SS LF 2' QOMESSIC WATERLINE SOt1TFi TO A 2` 9U' BEND WlTH 2 LF WATERLINE {REHRU 20Q PSI) £AST TO A 1.5" WATER METER ASSEMBLY CENTERED Ai 37' 17T. (2.5' 8Et11ND BACK OF wnix): 2� Ef Y�� DOhfESTIC��� WATERL1iJE (COPPER-K) EAST TO A i.5' RPBp PER DETNL ON SHEEi 13, CON'fiNNED IN A HOT BOX H82 INSULATED, HEAi'ED ENCLOSURE, WfTH 2 LF WATERtJNE EASC TO A 2� 90' BENQ, 2' DOMESTIC WATERUNE SQtJTH T0 BUfLDiNG (REHAU 200 PS4). � STA. 3+07, t' RT. SPRINKL�R SERVICE 70 INTERICH2 OCDA S"x�" TEE, AIJxFL 8' GATE VALVE� Ft�cMIJ 36 lF 8" 6! TO A iEMPORARY 8� END GHP TAPPE4 2" FOR TE5TING. T.B.=8:0 S.F. BEHIND THE TEE. USE F1Ei_D-lOC GASKffS AND MEGA LUGS TO RES7TiAfN h1E EDtTtRE SYSTEM Fi20M THE cn� vr,�vE saur� ro -rr�E eNo cna: rr�- sra s+�, a�° ar. Foc P� o�,v� orr s�+EEr �z. Fl2DM THE SPRI#KLER ASSEMBLY IN THE MECNANlCAL. ROOM, INSTALL A 6' 45 BEND, MJxMJ WiTH MEfA LUGS, IMMEDINTELY OUTSiDE OF 'iNE 8UILDING WfiH 29 LF OF 6" Dk NORFF�lEAST FftOM Ti-kE BUILDtNG T0 THE FUC RT 21' RT, (Si1UTH} OF TME R.O.W. 5 cEnriERUNE. F.6: 3.6S.F. BEHiND THE BEND FROM 4' WEST OF THE �DC TO 4' EAST OF TFiE FiRE HYDRANT> THE {.AhQSCRPE AftEA 5HALL BE LEVEL `� � -- ' a 1 1 ' \ . �t �� ��g ,', ``; , ; ' ° �� r - � '.. � � � 8" 6; TEE� MM.IxFL R LIETAIL 6N SHEET 12. �` PROPQSED 12' WIDE x',2' THiCK I _,_ � S, ,s : I } , µ _ ' ' Ak.LEY PAVEIAENT CEN"fERE6 iN ` �i ., i , , ' , , i � � &" GA � YALYEQ FlxMJ � .- � : v: 4 ` _: -- _ � . ; � � .. , � sfr''C` I � RlWF AT 21 ` RT. �� i , _�.,. :, I ': , �; - i r ,) e 1. r 1 Lf' RI T FlRE NYO ' THE 16 WlQE ALLEY R,O.W. , r : � � � �. , __ __ _:- - ��-- 3�` � i, ;- ,i - I � � _ _ , <' I . . i -, ` L - . . ,ti x ` r_.; , � '_-^,�., = _ _ F - i Y.. �_ k .� ° ' ,. `,; i �EMFlRE wHYDf2ANT, TH�E LANDSCAPE ,4RFA F � ', i 1 ` �r,ti , ;t ��_ - ,_,.. \ �2 -, - ' . i '.1 � i��)eC�,F"�9:yiTOP 0 '. � . �. . , . , SHALL BE L�EL .. . . � , , - -- _- - __- - - _ � - - - , :: _.� -',( ,_. ; - �, _. 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WfTN REMAIN€NG ,!,' \� � I '`• '� , EDED. �. � � � I � .'� � DftNEVIA'! rr, DISTURBED SOILS NYROS£ DRIVEsJN, �B +� I I-t. '� D1STllR8E€7', SOiLS ITYROSEEDEU. °; ,, �� �� TOP=S2 C , . � TvP�- 5C� 77 > . � ' :� !E 5'• pbC; 0!;�-Nt=61.42 � ,.... IE 6' PbC �GJ'-N[=59.27 ' '. � � i C�-�EX �F3; . . . . . ' ��. - � � / , '-•.. � TyP� - . i1 ^ � U �' % � G � � �7 � ,� � i%� ` � � � 7 � �'� � �. TOP �0.53 . � � - � � � . . � GB �74 , -1� � . :£ 'P'" CONC. GU�f-NE=52.33 � I 35.7 LF 28" PJC SD 5=0.0196 39.7 Lf 18" PVC SD 5�0.0423 STA. 7+71.95, 16.7' RT. � n� 1E 8�' �MP ;t� W 52.93 TBR STA. 4+9$.3� 26.5' RT , STA. 6+OD.50. 26'.5' RT iYPE 1-54"� SOIJD TOP � I IE i8' YNI,E7=6t.2 � IE 18" WlET=57.$fl T6P=58.0, hl_USH � �; STA. 5+34.Q 2fi.5 RT � ALL IXPOSED EN�S OF STdRM PIPE WfTH F20AD � h f o P IE 18" QUTLEf=66.5 � SHALt_ BE BEVE� CUT 2:1 AND lE D(. 12" IN W=51.3 � ALL IXPOSEb ENDS OF STORRi PIPE SkiALL BE 6EVEL SHALI BE RRMORED AROUND THE IE i8" IN-W=SiA `' V � CUF 2:1 AND SfiAI.L BE ARM�RED NROUND THE FIIPE AND PIPE ,4ND TO 5' UPSiREIWi ON lYE ! ,_ � IE 18" OUT-E=51.4 `�' TO 5' DOWNSiREAM/UPSTREAlA ON THE SWALE BbTfOM S"M� �QT�Q� AN6 UP 3'Hf SIDES !� i 18". 00 NOT IMPEDE FL�W IN PIPES. � AND UP TFkE SIpES 1 B" D6 NOT IMPEDE fLd3W IN PfPES. w I � � i I BY APPR�VED • " SHEET DESCRIP1i0N: �_�vn�� _ ASsoc�ates, Inc. CIVIL ENGII�EERING & LAND-USE PLANNING �� 1b33 LINDAMi.�+DD LANE/P.O. BOX 36i Q F FS IT E S IT E P LAN � \, BURLINGTON, WA 98233 / L� ��\ PH: (36Q) 707•2048 FAX: (36t3} 747•2216 � � , Ex sTiNc c/c � A � T�J REMAIN � � � . -- ._. ..-.._. -- -. _ �'�- 4 Ci C� �A �X?5''iNG C/G o �� i�- c� -' a /' U�� ����OG��C:�O t T(; REMAIN �m�,� . 1` �- � �o' wioE x s• Lor�c wvo�Nc a ���. ��c'4�'� .�����., c , ,� - a . HAVING A 2`x10' 1RUNCATED 6' �� `v����ry ±t`<�, OOME PATiERN. ADJACENT ` � �' PEDESTRIAN CURBS ARE 6' 4 � �' � ��� q H6GH ABOVE THE LANpING. � � _, � l ` � � *"��)1 .OJ7.}J �f �"rvI �. a ` 10' WiDE x 6' LONG \'•, j'+,�.�'�g„���r" �Ci�� \ / S ,. � � RAMP SMAX=6.39<. � �J '��(�;�?���,� � 6' AOJACENF PEQESTftIAN �� _.°� ° G CURBS ARE 6" li1GN _ 10' ABOVE THE TOE OF RAMP ', ', r � `, / � ° d AND fLUSH WftN THE , ' � i, � f. f a ° ,roP oF wv�� ,4 / �k ��1i f�1�dl ( I I ,�A��,% , ENGfNEERf' .. .a .. .. �. . 6' LONG FRAN51TIt1N iN 1 t' �. .. d�� a �. .� ._� �- SIOEWALK WIDTH FROFA � ti�. iHIS PLAN SHEET�IS ACCEPTED FOR CONSTRUCT1l�N iN ACCflRDANCE N1'FH�iHE CiYY�4F� � �� � �. � 6' � -. EXISTiNG �(S't). TO 10� . . �� ANACDRTES ORDINANC�S. AhD �POLICIES..AC7l3At� CONFORMANCE OF THE 6ESI�PF .Y+ATH �.. �� .�. �. �� � WIOTH AT T�P OF RAA1F. � APPIJCABLE kAWS� IS �i'HE SOLE RESPON5181LttY 6F THE FROFESSIONAL �.ENGINEER, WkOSE .. .. a NAME kND STAMP APPEAR ON Tkk15 SHEET. AGQUIRING, COAiPLYING WITH, AND PROYIpING � �� � � � MITlGA"fS6N FOR RLL� FEDERAt, SYAlE. COUNTY.� AND IOCAL.IAWS, PERA9fT5, AN� MANDATE5, - � INGLUDING BUT N07 LIMITED FO THE ENDANGERm SPEClES ACT, FEDERAL WETLAN4 PEf2MkT, . . STAI€ €TfPAR7MENT-0F FlSHERIES ANq HYDRAULICS PERMIT..FEDERAL ROOD PUUN�� �.�. ��.. � PERRfi15, NATIONAL POIIUTANT �ISCHAftGE E€.IMINATI4N SYSIEM PERMIT IS TH� IY EXiSTING { RESPONBl8W1Y OF 'iHE OEVEl4FER. LAND OWNER. AND THE1R ENGINEER. iHE ISSUANCE OF SiCEYVAIK -- l}iiS PERMIT SHALL NOT BE CONSTRUED AS PROOF OF' COMAGANCE WITH APPUCABLE ----� � WIDTH LAWS AN� PERMtT R6QUIREMENT5. � � f� `������ ` -- �O. �.o, t�t � I � GITY ENG[NEER QATE RAMFISIDEWALK DETAII, ,°�p� OF THE�DATE. � ACCEPTED PROJEGT 15 TO S7RRT WITFt1N SGALE: 1 "=5� FLAN STATUS: SCALE: 1"=20' �HEET TI?LE: �AL�S� I l�l N Q�AWING N0. 18025.S{TE.dwg DRAWN BY: D. REMSEN iO /�VT� S 1 RlaLi 1 �QS �Q FQR ,802� CHECKED BY: J. RAVNIK E� l��A A►JARA� LL� SNEET N0. oA�; ,o.1s:,s SECTIC7N 30 T. 35 N., R. 2 E., W.M. 5 oF �s �(Y �� _ .��� 1 � �I \ �.. ` � � �, �_.�" Q .,���._ .�-:.� ' F.."1; �. ._.�._. , _. .,S -. t��� " �s;F="' � . .. �.___._". _ __'.. _. .��V \ Z _ � ._ _____._._ .. _._.... ._.______. _........ . ' , .. . --- -� � a -._... ._...._....... .,.y� `�. . Q.t� - ..__ _.._ .__.. .. ,. � -, - L i .-"'"__ _-_.�.._ ..'_� _" ,. � . . . � � �4• � ___._ __. ....'_ .. . . .. - . . , . . . � +� . . .. i,i _ _._.. .w... . � ----- . _. r�,� �� ,-, F+ �` 32 IF 12" SD �- i �. � : � ;o N o PROPOSED GRASS-LiNED BIOg1LTRkTiON SWALE TO 6n �~ �� � ��� TRFAT RUNOFF FROM i}!£ NORIH 8' OF PROP�SED �pp qND MAR R EPOS'f I �� � , F�i ;< ASPW�LT iN 7NE AQJACENT 30TH STREET . I ` --- -------� ---- - -�-,---- - ------ -----------_..._ - �- _ IE 12°=69.50 -------- , \ ��,u,�. / � ' -y7 q � � 76 3 � -' �5.b �' _ � � � ;� y` y . . / - - - - - - - �...� 73.5 iy ��� - � � f - --- --- --- --- - --- - � � .,-. , - _ --- --- --- ---�`�---- --- --- -- �_a z , ( � - - � � --�`"` � r ,� � 'I:� � I j � � _ ' - . . � �"`� { t� 6.50' � 1 6.50' Y '_, �/ REFEft TO SNEff 7 F4R � . .. �.:... � -- ' S.00� PLAN & PR063tF EA57 . . � �� ; �, �` � � � £ � � � SCALE;� l, = iD` i � ; _ � ��. e�-���.s, 1 ° �'. s.a $.s -_ � �.s ��� ; � 6° �b5° 8£ND, MdxMJ 7, iee.=�.a s,�. �eN1�D ��NO 8,00' �;� r` �� _ Q 5 10 20 ':.0-F-00 EASi s.��� � �,� s.o 1 +OC? (r RQJECT BASELIRIE = R.C7.t�V. C� .s w-� " J �-.. ! ' � 00 � ;': � -- -- - �� � t� �P �� - - -,�- -- - --� - � , _ . w � - - - - --- - - --�- - -- - -- - - - - -- _ _ � ._ � -_ _ � _ _ _ - v�t ra��ra€�^.toic+n5 ^ v w � w - -- - w �+ z� 8' �� z � . � ' -� � �cECONSTRUCT WORTH HALF ' �. � �! 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SH€Ef� a �,� ' u? . i - - 8 00' i ;; , �= i � � � 9.$5 8.72 :, ; ,' i ; . 'I : - � , .00 a 4 ` 5,0 d i , __ - � .. _- _, Y6 ' i r� TC TC : �j a a a � nn n �� / l J.i li .�..i J , f • R . � � ��. . ` � � . 4�VV� ��� ` '. ,, .. , zooa' -------� 7s.s� �.st -z , t � ?ROPflSED �RIYEWAY i ' TC TC � > � �.� a i � I ' - i 18' WlDE AT 6.4.'N.fF.O.W. , PRQPOSEO DRNEWAY �r ;� �-`-J-� �- - �-I �.J.. 1..�- I. (� DRNEWAY = 5fA. 6+7Li 16° WI6f AF 9.O.V1. �:O.Y{. * � ,-._ � _� 30 12 SD S=0.Q960 � j i5'PE 3 iYPlCAL PER SYSDOT ?.�. ,,. r,-. . �? (€ QRiVEWAY = STA 1+51 TO EN9 GAP AND MARKER � - i I I '� , � SiD PL4N P-Sb.10-04 ::,� - ---- -..... '� ; �. � � -' ;- - - ��: �" ;? TYPE 3 TYPICAL PER WSDOT PO . IE 12"=31.88 � � � >�7 � ; S'fD PLAN F-SQ.10-04 � , � ,i �- � � �v 73.Q0' 123.D0' I : 38.,0� G�.ASS-LIN�� �ICC�FIL C� DOWNHLL W£ST OGWNHiLL EAST ' DOWNHiLL EAST � s=o.a�:ss , s=o.o2as ' ' _� s=o o57a , NORTH St�E UF 30TH 5TREET ; ' _ _ _ _ __ __ _ __ � . _ . __ _.._ ----- _. _ -- -- - -- _- -..-- --- -- SCALEi NTS . _ -- � I - -- ___ _ _ _ _ - ---------- --� �r ---------',.--^"_'_"' a --'_'_`'_-�`` 79I, , �rr _ �� ,......�--� ' � ' - _ PROP SED R _ _- - __ __ ___. __T._.__ 79 - _ -- - _ � _--------- _ _-_-- __ __ �-- - - _ ! _�. __ ; _ __ - tt`` .0.�1. C� m z ' +{ +t � � �� a � � � ' � ��n N c� j �-,__ � 1_``��`-� a P� NECiP = NORTH EDGE OF PAVEMENT !I w �. : . � oi .o� U _ � ,•� _ . . �;.. _ . `. ��. -�� .. :... . ...._ . `�•;�...L7. . ....... ., ._. _ . . ..; ... ..... . . +� N n . . .... _ _.. .____._ .__. ._....... ... _____ � _ ____ --_ ___ .. . . . . $.00° . . z� _------ ---- cv.� �_. Q _! PROr LF �__ _ Rr �` �^wa _. 36.5' 10.00' SIDEWRLK I�O r I�yl r� � y�. ip L-- F X. F.0 r4. C� �`'�-� "�`�\„�` LT �. `i il � w � 7S� . � .. . . , . . , � ��. ,_ . 78°`3 ! nQ r°'sa �m , - -- - _- _ : � __ _ _. __ qr �ti . __ ' �iic-�c�z _ - __ --- -- � -� Q _ . . _ __ . __. } � .-. _� r: 32.54' NEOP _ '��"+,�..,_1�-,.� �. _ _ u 3 3 �� � a o� v � a 5=0.�J269 Q n � , �... u p p o . , H' It° PROPOSED RIGF€T �\ � �,pT m ' 3 z �i �`W i�ri �S � }-ia z ' _ 4 +:� GUiTER PROFlLE ` . _ � _ � �` ia � -- --__- -_, _-- _ _ _ _ _ _ � ` _ _�._ . , _ _ _ , - _ __� . _ � ._. . . 3 � SiA. 0+35.7� 21' R7 TQ a� PROPOSED NORTH EOGE� :, ! - , a '- r .: 61 a ' 3TA. 0+78.0� 76' RT -----^� 0� PAVEMENT,, iNEOP �\ I I ; 77 30TH STREEf fSPHALT ` . .:; _;- _ :. , >;:. �� 4213 LF C/G RT S-0.0052 I _. , . , �, _ .. ,.,. _' � � i �_._ •.. 7 � : . ,�__,;. _ - -__-.--._-.__--- . . ,- �„_ �«_ ' . _ ._ .._._ _ .._----- --- - ---- . � .-.. . 7 w � _ _ _ Pft4FlLE __ `�-_ --- - _ L�" • . _ . _ __ , _ -� ; �U ' - _ ----- _ ___-__ _ _ _ � I T � � - - pC PT I � � �� ��- o � , . . , ?RG�=:LE-� --r"---_ -- RT ' ', . .. �: ,.. .�. . . g I . ''�, '. , �� GX. R.�.W. Cc L_ . . �� I o . .. . a�oo i i _ _ ' _. ---- --_ _-_� _� ' ---- - �-- --� ---------- ---_ ----_ 4" lii1GK CLEAN ORGIWIG TOPSOIL F6 SUPPORT- �ituiu..._- ��� � _.__ .. ... �._.... .._ ._._ . . .___ .. _------- _ . . , , �_ .. ,... ... .. .. . . � �' . . �� . � .. ;--- , _----_ __ _ � �_ _- _ 20' V.C. iAT � I GRlSS SOD PINNED IN-PLRCE i I, I $" �� BEN� ct G. NEOP ; �<r'`r-�- _ j�� ; (SOD WIQTH=10') GRASS L4NED BIOFlLTRATION SWRI.E (tOt LF) � i, I , I �'r '--_ 76 PRiOR TO PLAC�NG fiOD� CONFlRM IHE 3�TH S7REEI' StA. 1+89, 21.8' RT. SWALE EI.EV:=75.t1 T4 76 . _ , _ _ ___ , _ _ i_ I � -- r- - - ______ , . __ ___ . � . � _ _ _ _ _ ' - FOE-EDGES OF SWALE ARE LftTERALLY LEVEL I --- ------ -�,- ! CQVER , � �� ! AND WEI.L DEFlFLC]WTPATH F4R RUNOFF A'fERS. SfA. 2+42.5. 25.5' RT. SWAI.E EI.EV.=71.50 ------------ ------- - - AND FROM ', _ • 1_fi4'! _ : <r SiA. 2+81.5, 21.5' RT. SWALE ELEV.=69.40 TO ____.-tX 6__ _�C WATER�INE _. . _ �Z-1,F $ ➢1 _ _ .__- --__ ---_ __----- __ _---------.- --- ,q�- �''- _ __ STA. 3#20.q 21.5' RT. SWALE ELEV.=67.38 AT CB �3 - - � .. . __ _ __ ___. _ � �--- � ' - - - � :, _ - -) ,., i'ERLINE . . . DEFi.ECT(6N � .. . . , . � . � � . . .. � . . .. � .. . .. . .. . `; -- ----- 'aFiRtn�.D WA --- - 2' WI�E CURB CUT. � - t� STA 1+75.0> GUTTER ELEV.=75:90 75 CONSTRUG3 A 4' WIDE ARMOREB SWALE PATH fi2Dk1 THE CiJRB GUT � _ F.LEti. T� 9� CO• i . i _ � --_ _ _._ _ __ _ 3 (€.�.OJ ._ __. . _ _ �r � -..... T4 THE SWALE. ; ; .i CBFNo..���J£R��� cs �� , "r , i SFA. 1+90.0� 10' !2T , � i - --- -- - ' __ _ -- ' - _ _� __ _ _- _ _ . _ _ . _ _. _ _. _ _ _ _---_ ---� ���,e Tfl�--- _- , � GRASS-LINED ��(�FIL,TRATION SWALE , _ � 57h b+45� t3`-�"i. __ sT � FlNAL WRTERiJNE GONNECTION WH -- CENTERLINE PG + - iOP=75.16 ��T ».. A U T f i O R i Z E D 9 Y C f E'(. � PC STA. 4+68. EI.EV. = 79.53 �E�1-ECTiON tE 12" IN-N=69.18 !� SflUTH S@E OF 34TH S1'FvEET RND +A+EST S1DE Q AVENUE I , CENiERUNE PT __-_ : ._ .- - ; _--- . _ __ ___ _ __ n_ __ tE_t2" 1Nr"aW=69.18.__ _ .. _ Rr 7 SCAI.E: NTS 74 REMOYE. ABAN114N�-it�-P_1ACE --- > ------_ _____ _ .__ -_ .. __ PT STR. 0+88:0. ELEY = 79.4i I � !E 12' OIfT-E=69.78 � A�'PROXIiAATEIY 5 LF 0� EXISTING VR! STA. G+78. ELEV. = 79.70 ', I; , ( &' AG WATERLJNE. � VPOC STA a-r78. ELEV. = 79.59 _ __ _. HnRfZ6NTISIY RtJD VERTICALLY !N-�UNE _ _ . -- ----- ------ -- _ . __ �.; ___ _ � --- _._.__ � ���;� WRH THE fltfSiTNG 8" � WA�ERLtNE, - _ ___ GU7TER SOU7H ' < , i_ _ _ INSTALL AN 8" 45" @END� FLxtAJ , PC STA. Q+69. 16' RT. GUTTER ELEV. = 79.33 I V � � �� � n^�' `3 f,%1r� j � , ' WITH Rhf 8"x6" REbUCER. �LuMJ PT STA. 0+88, 16' RT. GUTTE32 ELEV. = 79..08 73 `"7;;.�° '��r T,�., � . 73 , ___..._--- . __ _ __ - _ _ _ _---- -- - .. -- - ,� F' . a .� ° � t� �; G / tj � _. . . .. . _ .. .. , .. � STA 1 +60.0 1' ftT. . . . � � :-. . � ... _ _ I ��'`'� CYATE �-- WAT€RL1NE, T.B.=6!Q S.F. BEHINO BEN4. INSTALL 8"x8' TEE, MJxFL �' � �� ENGII� R AND 2 LF_6" Dl W17H A TRANSEI30N ' 8� 6AlE 4'ALVE� FLzMJ ; _ }l,, c I COUPLING TO THE EXIS7ING 6" AC . YPOC STA. 0+78. i S' R7. GUifER ELEV. 78.29 � , � �� ; CAP THE ABANDONED `cND Of fi AC NEOP NORTH E6GE OF PAVEMENT)_ ` _: - --__ ____ . . __ __,_ , _ ,_ _- ---_ �b VPt 5T( {i+99, 18' RT. GUfiER EtEV. 79.38 .- , T :� - � Lct t WATERiiNE: _ _ _. _ _ _ __ _- , PC STA. 0+6�, 17.1' LT. EtEV. = 79.33 , � 18 lF 8 DI tdbRTf? 0 A , �. . . �. ... �2� FLUSHIN6'ASSEMBLY PER . . . _ S 5 �i55.,, f y . � .. . . . , j PT STA 0+86; 8' LT. ELEV. = 79.25 , ', CfTY DEfAII 6N SHEE7 i3, `�'�, fi �^�� fiHIS PLAN SHEEf f5 ACCEPTED FOR CONSTRUCRON iN RCCOft�ANCE V1�iH TNE CiiY OP ' VPI STA. D+78 B' LT. ELEV. - 79.54 J2 ', `c,,�� �"�� �'' ANAGORTES QRDINANCES AND POtJGfES. ACTUAt G`ONFflR1AANGE OF THE DESiGN N7TH : , . . .. • , _..:. _-. -- ---.----. --._ .. ...; .. ____. ...__. . :.._. ._... ._.._ ._.,,_.__ ._ .. ._ ;.:.. ._.__ ..._._.... ,.__,- -.--._______. � ,' +�..�4,�,��y � � M�, APPLICABLE LAWS�iS iHE.S6LE RESPONSIBIltTY� OF iHE.PROFESSIONAL EiJGINEER. Vhi4SE . _ __... . _ . , _____ _.. _ . +-----� - �: -. .___----YPQC- STA: -Df78,...8 - LL fLEV: _ � 79.42 �. ���, ; . . � � . . . � 7Z;I .,.. .. ` . .. , ... .. ,,,,, ,..' .. , , . .. �.. . �� I � . „���.. LL._ A11�iIGA ON ft3R All. fEDERAL. STA�'[E. C N71',AN�Df LOCA�LAWS,GP RMIi�,�AND MAPlDAIES, � . . � �. . :. .. . .. ... � .' �_ . . � �. . . � � � � 1{�ItxUQiNG SUT PlOT� lJMfTE�� TD. �.THE ENDANGERE6 SPEC{ES �ACT. k'EDERAI WETLAND PERMIT, .. . . I �. � �� I � � _.�i ._. _ :.__ _ .. ._._-___ ... ... ... .... � _ ......_ _.:T.__ -_._. . __... . .. , ____.. ____.._- :.. _._ .. . ':.�. __ _ :.-_ . ..� . �. . STATE�6EPRRTMEN7 OF FlSNERIES RNQ NYCRAUtICS�PERM{T. �FEUERAL FL00� PtAM . . � . .. ... ._.----------�- �--------- ..._ .. .__.. . .._. _. _ _._ . .. -- -- �. . � . . . . - .. , . . . .... ..-.. . ��. .... .. ..,, �. . . . . � � PERMITS, NA'PIDNAL PQLLUTANT �iSGHARG£ ELIMINA710N�. SYSiEtA PERMIT 9S TH£ . � �... �. �. . . ' �' '. �. � �� . � � � � . � � RESPONSfBlU1Y� OF THE �DEVELQPER, . LAND OWNER, AND ?HEIR ENGINE�it. 7HE 9SSUANCE OF� '��. ��.. I. �� � ', � ��� �' ' . �', � . . '; � ' . � � � � .. � . . . � .� � THIS PERMI7 5HAtL N07 $E� CONSTRUED RS PROOF OF COMPiJANGE VA"tli APPUCABLE � . 71 ' _ . ___ -----_ _ __ _ I_ __..-- -- ___ , i . ,. - ,_ _ ,.`__- .._ LA4Y5 ANO PERMIT RE(�U1RfAiE.T1TS. __. -.-- _ ___- --__ __- -� -- - - _- ,_ __.. - � - . . ' . .. : ., : ' . . .. . . . .. � c=.cza�e�� � .. ! . �: .. � . ' . _I____ '� i ; i I . . . . . . . - �.� v � t�.�,.� � . . . . ,. . ''. ': ' ',_. _. ._.. ..... __.__ _.. ....___ . :.. .._. . r_ __'- . -. ' .. .. . . . . . . . . 1 . . � . . ;_---__ _. _ _ -�.._ _ : - -_ - -- __ . _ _ ,.. _ _- __ , , . __ ___ _.. - _ - --- � _ +, � � CITY ENGIISEEft DATE 70 i i I � 70 CONSTRUCTION �'OR THE ACCEPTED PROJE�T IS TO START WITHiN O+OQ - . p+50 1+00 1+50 2+00 1 Y£AR OE THE DATE. �,� 1� ��� � L�.►3�1lV���\dtJ, Inc. SHEET QESCftIF110N: -- ---- "-- CIVIL EIo1GINEERING & LAND-USE PLANNING PLAN STATLTS: S : 1"=10� SHEET 11TLE: �,7ALl�JH I1r1 N DRAWING NQ. 7 $025.SITE.dwg � DRAWN BY. D. REMSEN �O7 J�TH �TREET �� 30TH STREET PLAN & I'RCJFIL� (1} ��� N�. \ 1633 LINDAMOOD LANE/P.O. BOX 361 �'Q '�. i8025 BURLINGTON, �VA 9$233 CHECKEQ BY: J: RAVNIK / f� � PH: (360) 7U7-2048 FAX: {360� 707•2216 � �' ,. � --- - _____..____- EK TERA �SARA, LLC SHEET Na. DATE: 1d.16.t9 �3E�ll�lr �� �. 35 N., �. 2�.y Y1'.lYi. S OF 16 5'-6.5 SEE PIAN TION S � i � -----�3 . � . . 0 5.00' � �F'FT LCrNAET 4� TH3GK CLE}+N �R��AN�� I TOPSOIL T4 SUPPORT GRASS SOD PINNED IN-PLAGE. � (SOD WIDTH=l1.4'-13'} PRiOR TQ PIAC[NG SOD, CONFlRM THE TOE-EDGES Of SWALE ARE LATERALLY LEVEt_ AND W�LL DEf1NE0 7Q ACHIEVE A 2-FOQT-WIDE F1pW PRTH FOR RUN4Ff' WATERS: ! � �v _ . :� �, �_ ' l; . ` �� 24' DRNEWAY CEN7ER AT STA. 2+62.0 , � • ' - . 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I - � � �: . . . ,s,00� SIGN LEGEND �__ � �, � � � � � � � � � � � _ � -- � --:-� — c � ; izes !F c/G ; i —S�1 "HANDBCAPPED PARKIt+lG ONLY" R7-8b ( � � . . J VoVelTN . M » I . . � rt .. . •.. H K . " --'--- -t_l �.oa' . � 12 x98 'VAN ACCE5SIBLE f�7-8P5, 12 x6 z�.00' _ _�_ � ,�, ' ,_ ..; , ; __ I I � � a , � � � , i - t F � J � F .. . __.. .. i . . � . . .,. _... _. . �i . . . ., _ .... � _. . __.. .. . .. ... . - �. � � : . � ": . .. .. � . . � � � .. � � . . , , : ;,r� _ ' ; -__ , ; , � , o y - -- � � I STRiPING `LEGEND , � 1 _- � - _ • _,�___v�-'- ------- —I sn sn - ----- --- .� �, --- -`�, -- � - � _ _ . _ _ __ � _ —i - - _ , - - _ ___ . ; I � � , . .. .. . .. , . �, � ,, � ; � ; � '�, : -- 10.�0' I I .. ,, � /i , . . �.� . � ; � , i ! .. . � �,'; Li' ... I .. . . : .. . . . . .. . . . . . .. � �. _ .. . . , ; i i � ,. . _.. , . , , ��: : • _ _ _ . . : , � � .� . '''� �_ .. 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I I ,_ � � . � � . . , � ; PROVIDED RAC 0 C E , , u . � ��. `I - -... __ .._ :.� ��. ., cr ., c_. o� ,r ; - - -- - 1 `�y`� v'� " .. ' � ... ..' .. . . . . � . �'.I S jf i fr.60' v , R}! Q �o �T d Q,I �I N� ; � 36 MOTEL ROOMS REQUiRES 36 OhiS{TE PARKiNG STALL ;I s•x,�� cor�cR� Pao v� :`,� ;j ,� a � _ _- __ ;� �z ` _ ;- � � � � ` ; C?NSITE PARKING PROVIQEQ - 36 STALLS � � a�� €u�etc -�o aecar�r�c�o,e-re :_. �._ ; � i ; �� ; � � � � � , � za.Qo' z�tc�rcr�s - F. F. - 6 9. 6 rJ �Y _� _ a , �, M � , � u� - - l � �' � � ���� na � < ; . r- � � : � i . .. ., . . . . . .:. � ` _ -�; :° a 1 �� ;� � z� '- �,' ;.;; � r�`�` STANDARD STALL: MUST SE AT LEAST' 8.5 FEET WIDE AND �I � � � � �� � i- 1� � , � �� � � � �� � ' �� AT L�AST �18'� DEEP�. � � �; - 3 : ... .. � . � C � ,�� , � �� �I i....� � . .. 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' _. . _ � . . . . . . . . � _ . � � _ " : � .:• . , . � ,. �. _ � , 1 . � , : ; � ,.,- � � .. 4 ; __ [- '' � AT L�AST 16' D'EEP � � h , . � , . .� . . � ` .. � . . � .� �. . � . . .. � . .. . . � � . � . . ..... . � � ; 1 I ' r i : . ._ — — _.____- iC] � :Y" ! .�� ,'� � � � � � , . �. r U � � : ! ___. i� ..�'i '.. � �� i.] -_—i.. 1 t ( f � , ( , I > k . # , � � f , ,-__ ,', 1 < � , . } , , ; � -- �.�ca' -:- . _ -�-�... � �_ e.� --,4. �.�o = $.�o --�-- �.s� -:-- s.c�c ---- s.00 ---�-- s.00 i�ic,u s__�oNc I_ �- ��, '�,__ � __ ; `; � _ i, - � ' ' ; ; C = COMPACT PAR'KiNG STALL STE%1CILED WH1TE � 5o a.5o , ° f , T 1 +00 ' I I � I i i PR�-GLST CONCRETE i� c� ,: + �� � i C ; ; ; zo.00'; ; ; ; wri�E�,sro�+inwn�c_'r�aa_ _-- _;� ,, _ <`: ! i; a: - ;I':; r;,. '>�,; � , ';, ` ;: ��COMPACT" LETT�RS 12" HIGH} t $4,OG1' ; : POINTS OF_CQNi'AC? WfM__ _, _. _ I, j; ,, ._-_ i < . � , , E ASPkihl.T SURFACE. , � � . 4 : ° . � � � . , , � , , . I . � „� � .. . � . .. . i ! , E ; i ; fULL LENGTF! COIVTACT I$ � � i i ' li ` ; ; ; ; ; �ai' AccE�ta,e�sEcoRE ,� _=;� `- �' --- -, ; , : ; � CAR CHARGING STATIQ(�S; SMALL BE PRQViQELi FOR A , . � % , �`. ���� . '',, . ___ � .� . ... _, i '� j __ �.. . , j. ; ; ; ; : ; , . � x> �s��ai.1 s�aFnc�-wfr� ,� '� v ' _ ' , Q ,,, � _ i 20! OF THE PROVIDED ONSITE PARKI�IG. ua __..... . ..... : .. .. . ._ _�. _. � . _ _.....� �. „ - _ ,; _. _... , r : � _ _ .. _. - _ � TWO 12 K�#�2E8AFt PINS - - . ___. ; ...w_ _ : ; _ , ;, , �x� ; MINIMUM , . __ .� - , -- ,� , , .� .�; ; �--- _ : _ _.._ �. a , __ _ ' , ., ,,' , :� ;� � � ; ,, , THEREFORE 8 CAR-CE-4ARGING STATIONS SHALL BE _. _ ; PE(� 4YFiEEL. STOP. ; , - � � _ f � , :. ,G r . . � . . :. ;r .. ...... . f .. '' � .._...._.._ .__._ ..... _..__ . _...__..... ._. _ � C� : :/._.. _ �..-�,� i_.._ .. '. � ,... � : . . .�� . � _.-__. _ _...__ . _..._ � : ., , . : . ,_ . � ,. � : . _.__._ : , _. - � ' 'I : --. .. . . .. . . � . .. . .. . 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ACTURL CONFORMANCE 0� iHE DE51GN� ViNTH i � � ,. .. $.00� �. � .�. ... .� � ci . _. � ,.-. ._ _ .- - _ .. ..... ,.., . . 4 . � � ; C� ��K�`� �;�``�� APPiJC�ABLE �WS f5 TFfE 50L.E RESPflWSi�H.dTY OF THE PR(7FESSi6NAL ENG3NEER� Wr10S� � ��. ^; > � : r�.5� � ;, � ._ A- r _..._ _„ x I 'S'I �n: 'r� NkME AiVO STAMP APPEAR ON 7HIS ^aHE�T. ACQUIRING, COMPl.YING NATH� AND PRQVI�iNG � - ' ' - _. � . __ .�--"�..%'.. �. s � ; � , l'�'.•,`�`y;��'�� . M1TiGRTlQN f9R� At1 FEDEFdAL, �SFATE. CQUN'fi(, pN� LOCAL.LAWS. FERMI"FS. AND MRN6ATES, . � . _ . .. .-_. _ . __. _. __ .- -- -�. .__ _ .. _ �.. _. _- - - -- - - _ �.._'-- . . . � 4. - s � . �-; - ` -. ' -- - � - s � � - -� .-s�—�->'-r -� � � -,o----- - -� - - �z-- - - ,._..-,��� ; .., l . ... , i . o � . . . �,/ _,,t, . � ' � . INCLUDING�B[1T NOT UMITE� TO THE ENDANGERED Si'ECIES.�ACI, FEDERAL YYETIAN� PERMIT,. .. . . m � �� � _ t- � _._ .. , t I T A'j r'r;' !{� r{- � SiATE DEPARi3�iENT OF Fl�IERIES AN� HYDRRULICS PERMIT. FEDERAt FLOOQ PLAtN . 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SHEET TITLE: C+ A T T�� T�� SCALE: 1=2Q' �.7L'�J�1 1 DRAWING N0. CIVIL/ �E.�NGINEERING & LAND-USE PLANNING / '\ 1633 LINDAMO�D LANE/P.O. BOX 361 � BURLINGTON, WA 9&233 �� �'�. PH: (360} 90'7•2d48 F`AX: (35�) 707-2216 , �__--� �� • --- - -- Q(j 2 u 18025.SITE;dwg BUILDII�G SETBACI�.S �i DRAWN BY:D. REMSEN ./V7 JQT1Z STR�ET • � - - _ � � : � � - �,-I .� � � : , ...__-.. . . .. . � 25I' MiN!adlJtil ��PTH HMA�--G.5" .. .. .... . � � � . . .... 2 �,"'(�!UUM D_P"fH 'RUSHFD a�r,S�ACI^:G TOp. COURSE � � _.� . . . ... .. . .�.�. ... � � . .. � . . ... 4� b11NiM:;U DEP',H ? I:"JCR-�-M,^iu'. � � . . .. .... ... . . �„�oss s_c-�o� r�o-Fs ONSITE ASPHALT SECTION : `� ALL ASPHALT SHALL PE HMA 1 J2 ',NCH i-IMr, CCNFrl2MiNC TQ S�c.1'IOlt 5�-04 t;r 1N�: <"078 SFA`GARD SPECIFICA?lOf��, CCMLH�,TEi? `G i�f�N:i•AL'�M O� 9L% �€Cc DENSITY. NiHERE PRQPG5�1� � �'. � �� �� �. �. .� � ��� � � �� � ASPH!:LT ABUTS FXS?IN8 A.S : AL�, '.HE tXl$IIN!; ASPHALT SNAI.!_ BE SAWCU? FUIi. -�7EPlH ANC T:A�K GGATEJ IAdM6Ds'ATEL'( EiEFOr P�,'f;"JG. HLL SUi;FACE� �qIN�S SHAI,�_ Q� �tA�.rt) YvI�H C55 �� -'�� - �- � ' �� ��� � � � l AND S �J r�PPL�cG W1TI-f ;iEAL . � .. . � � ..... %�,��. CRl '-�f-D SU�tA��I:�G TO' CCUi'<S�. G3Eih1G 1U0%'ri-l:.. iRACi�r?c ��ACE: SHAII ;:�NFORM TC SEC'.ION 9-03.9�3� uF ?�'[. 2G18 S��AN�.''�kRC �PECI�"i(IA71C`�PiS. CQMPftCiE:l? fi'D F� MINIY1U�h pF' 959 . � �� .� � ' ATAX!MU!d �E�'S7Y uV .,CCCRDANCE 'NiTi-I ASlU D-1b51 TES�.I'vG_ A�i Gk..iSb4EG Sl,�-:-A�,NG SHAL� BE S!�'RA"=D VdIT4� SvIL RES:D�A� �ERB;(,�:F q M�;i141UM pF 1_4 HOURS r�R!fl�% ?C? PRVNG, � ���� � . � ��� � ACCO??DING -(J St'C �:.��Iv 5-0 �.3(5jD OF T-iE 2C'�8 STANDAftD SPECIFiCATIONS. � �. �� .�. � � � � 1H15 PLAN SHEET IS ACC€PTED FOR C6NSTiiUCT10N IN ACCORDANCE W1TH 1HE CI'IY OF �� T i,• 'd�NU� C;R��ShF.L' .��.vCK, BE�f�t; iCi;� f=1iL� PR�+C"iUkF FA.CE CO"APACTED ?D i, MilAi�dUt�t QF 95% t•.1�,XI'�A��"A DENSITY :N ACCO�D-'JCE 'r";-�F' A���+; D--155? TEST'NG. ^�-� ���� ANACORIFS 6R�INANCES AND P6IJCIES. RGTEfAL 40NFORMANCE Of iHE DES€GN VATH ,� . . . . � -o- T. _ � c;. _ ^� - ^ . n ,.. ,. .,, . .. ,, � : _:,._ �i � ��'/ �'k � . . N�� � . . r''� � L3CABl.� LAWS� iS THE S4LE� ftESP�OMS{BILl7Y OF iNE �PRt)FESSI(1NAL � ENGINEER, YMOSE �31 A1 �.r�CATIONS J�..iE„r_ ��,Hr_ P@EPAR�D�A� uRC�ltO �J8GBA6E CONDiT10� la �1„(�!. iHAV 8.5 3E���(;.^� 1�t-^L 0:'vS�it. Fltii�r�,LD GR.4�E . �..'i���. i•.. iii'� ^.,. .. �' i ;� � F i" r- . ii �� C;1 ,;n.;,:,,'• �f . . AME AND STAMP NPPEAR ON��7NIS SHEE?..AC4UIR3NG.: COAIPLYING NA7N. RND PROYlOING ,i �. �J��U11A�. F.LL S��A�L B� ��E., CO FI_,_ ..P TC p� 8.5" BE ��W T:.I[ FINISrIF:.i GRAD�. STRUCTURAL FiLL SNA��L SUPPORT A'��L PAVEh"EN f AR` AS R,N ,^ ••Rr T 4. ",•,? � -r i�- i• ��. :.., �. rn �- �i i �� -.... "'-� � .. .. � .. . - MITIGATION FOR A[1 FEDERAI,». STATE. COUNTY. AND LOCAL LAYS� PERMi75, ANO MANDAIES. . . . .. D C�Nv _. E REF�S r�� V� EC. S tl.� U- e�_ �. SI1A�:.� .,�NrORM TC GRAVEL S„RROth �. "�� �.cr,� ; -�� -� � r :,,-�,n'. c__. 5 tA il - � a - � c c- �n.r � :,-.. � - . � �� r�,. �, �c ... _v, - ,�. . - �.-..- .�..-r. �-. _ , � .. �. . .. �. ..�. INCLUDING BUT NQT�LMITED�TO�THE ENDANGERED SPECiES AC%�PEDSRAL WElIAND PERMIF� � . . . . � . .�..�JRF.dEMS, �E..T:.,.� ., J_. ( , C'r THc. ?_01„ STAR�CAh'D �P�CIF.i,L.,IGNS. fH,_ .. ��2CEN�:AGE ?HSoI'�,.� �:�E ,#,12�0 ol�Vt J::+,LL .,,,T �X�.,�__:.: �i.. ��i.�UC;URAi_ FI��L S€-1ALL I3E COMPACTED =0 .4 '� tF�'�- � � . . � � � . '� STATE DEPAR'fb1ENT OF FlSHERIES AND HYDRAUllCS PERMIT, FEDERAI FLOOD PLAlN "riNIMi;M CF 9S% UAx,IMU!�' DENSITY IN FCCORDANCE W:TH FlSTt�A D-i557 iFSTING 1�,PlD THE GEv^T�rF:;NICA[_ REPO�S'i pR�PAP.cI FOR �H!; �'Ri�JECT BY GEO�'EST �ER�Ii;ES. � �� � � ��� � � � � . � ��!"�;. . . PERMtTS�, NAl10NAL POLLUTANT DISCHARGE Ei1MINATION SYSIEM� PERAiIT.1S 1HE .. / T1..1- C`� . � �...-naRi ' I i� i .i /1.0 's. -.:� � .� �.'- ♦ T.� .,. ... ���.� f ..... . . .� - -� .._ .�� .. . .�.. iIN'_ (ir. � . . � .... . . � RESPQNSIBILITY OF THE� DEVELOPER, � LAND OWNER, AN(7 7HEIR �� ENGINE£R. iHE �1SStJAFlGE �6F� � 4'� i:�t. �_t"F�A;f� .,,.;Es-.��.N�_ S��A�L �_ �. RE�: „� �OF�Q�I., OtiuANlCv. .ANL 0:;1!.K DEu��I�EK!D�o .vin�ER�A,i_, �0�lFAC�cG .J AA .'Ih.F..U'+ Uf �d�� ?�1AX;MU6� CENSITY� 4N� qCCORDANCE�1NiTti kSsM� � i -*� ?;; THIS FERMIT SHALL N4T BE CONSTRUfD AS PROC)F OF CpMPL1ANCE tM�TH A�PLICABLE � �=1557 .P.S:�NG; rREPAF2tD �:Iv�C'�'�AI-vG i�G SECTIQN 2-06.3(i} QF ='�IC 2vi8 ST�P�JDA.RD `:'E.CIGICATIDNS. SG�T S'JBGKAOF: AREA� SH.4ll_ is= J.�P, - - 4' P� � ' �i�-� �+ �� �� . � � �`�95 ��' � LA �]D PfRMIF REQl11REMENTS. . � . EXCA ATEJ .4 �„ 3At,K. .��C4 1JITH� V �" hJECNHN!C.4LtY CCNFACIr�C GRAVeL. 30R4C'�fJ. 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PUBLIC EASEMENTS = __ - Y= _-_ � \ �.l 1���� � MINIMUM _ _ _ _ _ _ _ _ _ _ _ la GONCRETE\ PAVED STREET - - = GENERAL NOTES: _ _____ __ _- � IA� 3 2NCH MINIMUM CLASS B ASPNALT PER SEC7IDN -------- 2-Q6,3C2) pf THE 2002 WSDO i STANDARD - - - _ _ _ _ - SPECIFSCAFIDNS FOR ROADS, FIRIDGES AND MUNICIPpL v CQNSTRUCTIQN. 1•_p. 9 iB. C�NCRETE PATCH TO BE THE 'SAHE ➢EP7H AS EXFSTIN [NIMUM CONCRETE STREET. } SH 7C.. 12 INCHES - COMPACTE6 DEPTH TOP SOII TO BE jFlNISHED NM1TH ,SEED OR SOD. SEEO TO BE WEED fi2EE 5� J e. sawcuT 3. All JOINTS BETVEEN TJLD AND A'EV ASPHALi TO BE = SEALEII SSECTiON 5-05.3C8)HS USING A HO7 P�URED F JDINT SEALANT, PER S£CTI�N 9-04.24ll. Q 4. 6 INCNES - CRUSHEII SURFACING, PER SECTIC7N 9-03,C9>3, AND PREPARE➢ PER SECTF�N 2-06,3t2), "SUBGRADE POR SURFRCING'. GCA), GRAVEL BASE MATERIAL, APPROVE➢ WSD�T SPECFFIE , �,., �:; ,., ,,, : MATERIAL, GR SPECIFIED IN 7HE HPPROVE➢ PLANS. ��:r: :.�:. rr :.?�, r„ ����. � MATERIAL TD BE COMPACTED T[3 95'J., PER SECTIflN 'f�� �r 1:t.F:' :'.t�i : .t�2�: 'i�:5e : Y._. _;Y,;y;,;;�,,,r..:,, � 7-09,3C1ll 'COMPACTIflN BACKFI�I'• S£E ALS�, �;i,°�u,��:: ;�:y,�,.:.�;:"-i:: ••.•' SECTI�N 7-R8.3L3) BACKF'IL�tNG'. 9 , :: f,•rY 5{B). COMTROL BENSITY FILL WILi.. HE RE4UIRED BY THE �" •�� � t !'� _�' CONTRACT�R IF THE TRENCH CROSSYNG FAILS. � rr „� -,- � y����; a`,!�;. "' `:�� �•i;i; � O 6. THE PYPE ZdNE SHRLL HE BACKFILLED WITH SAND .!'i: :•; ;, _ �� -: ����� � � � BACKFILL TO 12-INCHES ABQ�IE THE PIPE, PER ' °'� "" `0" "'°' ` �� ��'''��'`%: �� SECTIiIN 7-09�3fl0) 'BACKFII.LING TRENCHES`, THE �" 1 �'I eh' f:ii.`.: l�i:` �. � .:. .�.:;,.:`Y a PIPE Z�NE SMAI.L HE COMPAC.TED TO 9G'!., PER ' � i :=''':;: ::+' SECTIiIN 7-08,3L3>C. ��a :f..�::���:'Y.�.v���,G`. 7. SAND HACKFII� - PIPE ZC�iE 8. 5 INCtiES - SAND BACKFILI PAYED STREET 9. LAY ALUMIkI1M LQCATE TAPE A MINIMUM QP 1@ SNCHES � BELOW FINISHEB GRADE AND 12 INCHES ABQVE PIPE, � � scntF: r�nr ro seni.F DRAYM 8Y: S.L �°S� °� DETAtL: ST-O�I .��'- �� o ., I FtLE• ST-03 UT113FY TRENCEi TYP `� u c:. `> . ... _ . , � . . . . _ _. � .. . i ,. . . . . . . a . � . . . � � .. - . R avn i k& A s s� c i a t e s I n L• SHEET pESCRIPTION: SCALE: AS SHOWN SNEET 11TI,.E: �? }� T T`.7 j� � 1�T 1�T DRAWING NQ. f-i ).� 1 1� l�l 1'+! --�.�_.. ---_-------- -- -,_..__.9 _ t8025.DET.dwg CIVIL�NGINEERING & LAND-USE PLANNING �RAwr, aY: o. REMs�N gO� 3�TH STRE�T JOB N4. 1533 LINDAMOOD LANElP,t3. BOX 361 �F�AT L� �'O�+, 1s025 �� BURLINGTON, WA 98233 L 1 CHEGKED BY: JPR j% t�� �\�x: cs�o� �o�_zoas F�: t�bo� �ro�_zai� �K TERA ASARA LLC . 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DRNEWHYSlS IZ'.. . � � Q xf . . . . . .... . . ` "RUSS_SEi;lION NOTF.=�. I�-� i�-..- . . - . . . .� . _Is�' .. 4 ..^�, �;.� t � � � �o � Sa�� A, � � ' lY ' �1. ALL SPI�+A�?� SI-A! L't?F N'�A ' I2.-I�:CH NMFl CONi=ORMING TO SEC"10!v' S-Ui CF TF;E 20',8 ST.AN�ARO �PECI�ICA-IG�1S, �Oti1P.ACTt� ' � �� �' �� � TO A",il� MIJDd GF 92% f:;CE DtivS� Y�. 'h -tR� U.'26°OSED ASPHALT ABJ1S EXIS�7N,; �SPHA! I, IHE EXIS7ING ASPNAi : SHAv� BF SA:NOUT � � 8' � Jb' �� � � �� � .*:� +��.i � � � � 8' 1 � � FULI DE�-H AND TA.CK GGATEL� IMttitE,DIP.TvL'F BErCRE PAV1N�. ALL SIIRFACE JONT`; SFIA!;. BE S�ALEG bVITH CSS "� A^.D �AP'C.'.-, APPLIED 10-5 �� SI^vEWAtK �S � �� ,p.� ��3�U `��� � NIIF, IE.� . z � ..i �� .. . ���. �"P�74l�E. � . . � I � 1 � `���'tJ�! r,`•, � t � �,� � . ( � � � � q - .� �� � /G . ��� `[� „'�JS-i- [, �LR4i{(�N� l'JIM1 ' G'�tiaE.,_BEi:�G 100%; FU! l �kAui�'uE �fiC AS Mf�ti„' FC':�I.RED P,T A i�UARRY, SHA�� CONFOFPJ TO S. C.I,.��`.. I , SEE DE7Alt OF SWALE ' ( `- /�� ��� � ��/[ .� q�� � � � f � �' .�3_ . ^ .4RD SPE IfItiA'IOP�j� CCMPACTED !0 k M;tviMJ��t �1r y5,°��' fv':1Y�MU?•A D�\�IiY!N A;Jr�RDAYJ(,C 11���f;.{ f�SiM � � ON SNEET 6. . � . � ... � �'�a+�"�����"`"' I/ // � �� . � . � J 9j:j , Lf� 2.i1 �,A��G �,,[, �. :, �,.., �. .^, ��,, �. Es .;�,;. H_��ic�n� h rlax,ti�uu or �a� �+o:,�s :��ick io ,. �f z� � ''��:`��'� ENGINEEi�� pATE` �,bb7 C SilivG, i,�L c,F'USN�� a..PtAGI'�G SHA OE SP�RAYED WITt, SJ:L R _ �. PHJI����, A�.,�,n�DWG �J 5'cCC.OiJ �-D4.3(,5)D OF 1 ic 201E S=APiD.vRU SPGCIrICA-:IOh�S. -- - �` + '. .... . . r . . � � . � � . . . . , ..,,. _ .-�., . , .,-.. �.; .._.r_.�, ` , .. . . . �, , � ; ,SF;.n�,F ; i _; � � � THIS��PLAN SHEETIS ACCEPlEO FOR GOMSlF2UC710t�! IN �ACCORDANCE MAi'H TtiE CIIY OF f3� Sf�UC;�U�F�L F:LL SIyFl!.l. CUP�ORT AI_L PAVE\1ENT AkEAS ANC CONCRCTE AI2LAS A� I�;OTEG. S`RCCTURk� il�� a:_N�L �0.+:�.2ti'. �.,, •,1 i.::.q..-2* ��t �,a�?"�. r• ,. ,. . ,-z_ � .. .. ... .... .. .. . .. .. � �,, _,�,,, , ,�, , _,_,, „ _ � � � � _ � c ,���r'�' �; F y',� �-G. c. CEMENT CCNCRt.t &A,RRER� � ANACORIES ORDINANCES� AND POLICIES: ACTUAL CON�ORMANCE OF iH� D�SIGN N7iN � GR.AVE,_ 3...�k.,,a RFGJ.. _�.1EV15, a�.,TI�N 9-��., ,(i) C�. rh. iQ?& �TANDARD -:.�,��;�,qTIONS. TH� P�RCE�TiAGE �ASS:NG THE ,',d�OCi S_r-r DETAlL O� SWALE ;������ `�'�*��l'� �': `�.`�"t* ,` CUR AND GUTT R P U1c � p . �� �� � APPiJCA8LE�LAWS 15�'FNE SOf:E�RESPONS'IBiIlTY OP TH£�PROfES51�1AL ENGfNEEFt WHOSE � ,. . . , � .� , , . _._ Si'_VE S�i4;.t. N07 FXCF.ED 5%. SiRUCTURAi. (-1LI. SHA_L u� :JOSFPACTE�� ?0 0. "+�IIdIM�IiM OF� 9�% MAX��,1tiM GE�, ."`� IN .h � �'( "'. .••� :�, :" . � - ���• r,- 6 E . �. . � . NAME AND STAAIP PP � . (�.h, �rf;,��,px G� „ � 'VS U, )4�AP Lc �Y� :-1 GA, SNEEr 6. � � . S�ANDkRD PLAM1 F-10�2- �3� . . .. . -.,I�ST �qC��' � JC ;�AND P:P`t �-pVC C.4P OR ?�FF AS A�T�S4 L--:.,a7 T��.SiING ANC� THE GFO"fEt;HN:CAI.. REPOR- PR:=PAREC FOR THIS PP,OJ�C+ G`� MAT�RiALS '�STING &^ N L i r �:�^ � . FCGT!CNT �,��_`✓�_ �ASItiG �4 S �T J�, I.,.. � \ ��������" , M � A1-l:�F'EDERA� A�TE, C UNTY, A D��OCAL LAMS,GP RMiiS, ANB MA BATES, � . , . ., „ . DIC�A?EU k3Y •"ri..FlPIS -, � . _ . . _ ._„ _ .. , , _ � , „ „ �-`�3' NMA QS-INCN ASPHAU (TWO L/��5� �1 � iNG UDN�G BU�i NOT 41MI'f'ED TO THE ENDANC�RfD SPECtES ACT, FEQERAI WETLAND pERMIT, .. COUEft �R E��,;A�. �S�-i",/C 45 3END �_� _ G�iE �XCA`+A',ED �UBGRNUF 5'�A�L 8; rREE Gr iOPSGi!, ORGANICS, NRC Cia �:I4 n.-�:._Tr_k�OUS MAIFRiA�, (,OMFftC?"c0 TC �+ ���Alivi^.:u�a^ � 3" CRJSNED SUR.FACIN TOP COUR " S?ATE OEPAR�iENT OF F1S11ERIES AND NYDRAUIICS PERMIT, FEDERAL FLOOD PL41N � : � A� EE.�UIRFL IN . U r'�F= ZONE M;TEi�21AL �F �5 o MAXI°1U"A DFN� TY W ACCOR�A'�CE WITH AS`U �7-':SST TES?stvG PRLPPi -� � Ctvt.^,RP11NG `;� Sc"i,TiO"J 2-Oa.3(11 �F TH� 2G7g �7 " RAu R 3. ��� . PERMI75, NATIONAL POLLUThNT DISCHARGE EUMINAiiON SYSIEAI PERMIT IS 7HE ., . �. - 2 G EL BO ROLN� RESPONSIBILI7Y.OF' THE DEVELOPER, LANp OWNER,.�AND THEIR ENGINEER. FFiE'ISSUANCE OF HARD-SJRF?i,Ei7 �VC �5 DEGREE V+'YE �IAP:vAR� SPF:,`iCP-IQNS. S��T S��n�?ADt AREAS SHALL 3L OJER EXCAVAlii7 AtiD 6ACKfILLE6 WTH'�4c1�H;A"dli;A�LI` COPAPACTED CR�"vEL �- �� �� � y ; A rh � �, � �_�EOTEXTlLE FA�4RIC - AS SPECIF,�tf Gc07EX7JLE rABRlC� q: hIIS PERMIT SHAI,1. NOT BE GONSiRUED.AS Pft00F f}F��COMRLJANGE�WtTFt��APPLICABLE AR�AS AS S?:.i;IF-IEC 3JRRd'N. PRICR �f(? P'��_HCEMENT Of S(RuCTURAL �1-_L M:..ER�kL, AN' SUBGRAD-C ARr:AS H..ti .,�ivTAPJ CGNC�NTP,ATci, OftG.^�P11C r�A ; .�- _ , �� .. . � Y N07 8% OE�E7F_D WlTNOU7 C, rY ENGfN£ER APPND/RL � !AN$- , p pERMIT REQUIREMENTS. (7�UPSTREADl.. G-= C.G'.. A�L JGINTS $s-1i�Li. BF V�ATERIALS� SLii:H i�5 BUT NOT uM''�� iED TG` REMNAf�' fS FROM BUBtJ PIL��S GF S7t�Mr' HOi.ES. S:�.A!_L �3= GV�i? � XCF�V4��; D`0 ' X"O�c ...� . � � .. .. . .. .. ... � �. . . C� �"NREt1DEQ PVC PI1iG ��NSTALL IN-LINE GASKETED UNDIS?URgE�, NO3:-•�RGANIC M.ATERIAL ANG EACKFI� LED WITFI MECHANICAL'�_Y COM�;�C7ED STRUCTURAL '`�_- SJBGRADE PREP,4RF0 PER WSDOT SECnON .. .��. �� .. 't� � PVC �� � T'NG AS � ' LL. 2-P5.3(7) AND Z--�6-3(2) � ... . � � .. . � %� � �� � � �� � l � SP�CIFI�D, R ?VC L�) CAST �ti GLA�. ": l�+EN i �ONCtiETG ?RF�FFiC CURB ANU GU iER SHA'�L BE C,',^,�S?RUC�ff:t) PEft W���qT ST:.�ti�ARD Pl t�^! �-':G : � _0� ,�- . � . . .... . . � � . .. . ���ZE3�; � .... �-,::XIS�ING GRf)UP3D _ : iHE LCC'A7i(rdS ID��'vfr!E� C)N 'HE CI�1! P_ANS. AF';ER THE <',UFB'CiTTER I-iAS f3GE'��' COPlS�nUC-1vU �'AKcv, `='c CON�RAi;.TOR S-.ALL . . . ... . � . . � ,__`J``^h'� -. .. . . �=iaE �� Pvc _rao , = L ;-: � CIT'f ENGINEE��� QATE �,pp INSPECT l'�C 1CTUA�_ �KOSS-�SI_�3PE: 8E.-i�1�cEN THE EGGE 0� �XiS�ING A..PHALf A�]D THE DES;G�ED CcTTER cL_VATEOi�S. ;Ll-._f=' � .. .. .. � .. �� ��� � ELEVA?i0�'S Si'fAL� BE �L� G-t�10DI�lED A� .'�1EEDcU TQ A�;HILV� A 141NIMUM 7.5% CROSS-5l.OP� AND M.N.XI��-0Utit di CR�SS-S�GPr. ��GtiT:P,�= � . . . . .. .. . �. � .. . ..... � ...�. � . ' � �� .. .. . � � . . . � � �� � �� � tyE i�Ro.,Fcr ap�. 3oTH Av�7�7LT ,�.� �Ri OSS S��TTl1N CONSTRUCTION FOR TNE RCCEPIED PROJECT fS TO START WITHW 9y �Q� � �..{ . �j �6�y' ALL �O�CiL�i�L T1AiKS SUF3JcC�ri:� f^ HcAVY ?RAFFIC SUCI; qS ItJ DRIJcWi�YS Atvp RAtJFS SHf1�l_ BE 8" iN'.�CK 4NifH ,-B'tR A"E�:H ... Nr5 .. .. . ... . . �. 1� Iv 1 YEAR OF 1}iE DRTE, � �74 � �LL�N ��� �LlT�� L SUr?7R9cU BY A. MIPJItJ.UM !2" ThICK GRFaVLL FOUND6.FION. A�L SI�� JJALKS i�<<i? $OBJECT TO HEAtiiY TRA�FiC LO?.[`i5 SSA�L BE 4 iH!';'ri � � � � � � � �. � �� � �� � � . .�. . � � � � . ... � �� � . . .. �� .. . � � . �:� -�- �U='�ORTcD BY i� 41WIMUU 5 H��� G�FVFL FOUNDATION. A7 �C�E .APPRGAGH I�(? qL.� DRiVcWAYS, THE FiJ:� C�F SIDEWAL.K SNALL ��.dEi �i ��A1� ki.L���.iS� _ ._----- \�0 SCh�,LL --�--�-�- lrTE"TNQL�- W44NiNr ����i�7ERR, FER 'JJS�JT �1� PINPI F-h� n 02 � . � SHEET NO. DATE: 1Q.16.19 .�ECTI�� 3� i. �� N.s R. 2�.� �.1�'1. 11 OF 16 I -- _ _ _.. '� :,►! <_�� �-� � ";� CSP TEE VERiICAL BLOCKIPIG FOR 111f4°-229/2`-30° BENDS PIPE CU s�zE• Ve �r A � � 4" • li i/4• 8 2.0' 3J4' 1,5' �'2 1!2• aI 2,Z' 2.0' 30' 17 2,6' $" lE fJ4' il 2?' 3/4' 2,�` 22 lt2' 25 2.9' 39' 41 3.5' $" lI 1/4' 16 2.S' 3/4' 2�0' P2 1/2° 47 3.&' 36• 70 4.1' � 2" li 1/4• 3Z 3.2' 3/4' 2.0' GAIYANIZED Roos -, `�--�- j VERTICAL 6 � ..V� � BEND _ ` .`'.. d'.: ',. a .a. � . „ � d . .:d:' ;��:.: m a . : :'�..�v �¢ .:Q. : : C,�.... -N-�yW : '�c:.''. :n�:. . � �� Q � o� j ,��,7 D A li m � �� �.�'^. I � '�"'� ��; PORT a D p� j�� 0 0 m �y � �, w ,'�x 'r o ai � �_� 0 5 0 �n Z n � ! � � � D �2.5' PORT YVIiH N.ST. � N � �= CS!"= � m �" INCH I.D. MEASUREO. N � � . . O a� .. .. � . . . 11 10 6 `�' 36' Fl?OM 9 � m ANY C + � .S 7 � � m � BREAKAWAY-�►- NOTE: . . . � .. � � �. . 5EE ST-Ot Ul7L1M iFZENCH "fYPICAL � � � � � � � FQR BRq(FlLL REQUIREM£NTS ''- ,'O o 0 TM^i DQUBL� SERVIGE m PLAN VIEW �°oa�^� 0000ae a NO.: ITE►1: MATER�AL: 5/8 OR 3/4 1 INCH �_ip� a � VERiICAL BLOCKING noue� 45' BEND zz v2• se ss� �is° 3.0� 1 ,E,� � caHc. rat rua aw ; : FQR 3 i 1%4' - 22 t�2' - 30' BENDS MAIN g aNc ra � ~ 30° 132 5,1' u�cirn snu r� eu�a � ar� i nrn+ sra� ucr� . � t/2 CU,Y6. GRAVEL � 1�„ Il 1f 4' 70 d1' 7/8" 3A` z �� �'� � Fs � UNDERD�'AFN. - 3/4` DIA. R�IIS FOR 10' SIZE & SMALiER ���y� aie wda - I' DFA. RODS LARGER THAN Ep' SIZE � 22 !/2° 984 SJ' 1 1/8' 4A' � ,. ;I E ao° zas 6,s� i aia• CROSS-SEGTION � �RaN r�o�. :��' � GALVANtZED 3 vse � A i u+cw i t� i acw ro O EPDXY COn1£D .a'o 2(1 li 1!4' 91 4.5' 7/B' 3.0` v� ss aas�trs m � 22 1/2' 2'c5 6.i' i 1/4' 4.0' SHOE INSIDE :a3 RODS 4 c�, sr� roa a�c�erz � n� s�w i wcw d � � AND 011TSIDE). :r;;. seavtee X ,;p D CONC. THRUST '� ro 30' 330 6,4' 1 3/8" 4S` r� �� ��r � m ?- BLOq(ING. b'B 24" Il 1/4' 128 S.D' 1' 3.5' �, �� � (SEE NOlE 1) 2 D . i�f � -��,.� 1� . GATE VALVE SAFE BEN7iNG LOADS IN LB./S4.FF_ h4E SAFE BEAWNG LOADS GiVFTI IN 'IHE FIXiDNING TABLE ARE FCX2 HCRIZONTAL 7HRUSTS WNEN lHE DEPiH OF COYER OYER THE PIPE IXC�S 2�k.T. 50{l BAPE BEAltfH6 LOAD IB. PER SQ. f7. .�ex, �r,r. ere. o SF3T CLAY I,Oqp Sh"� 2.� SATPD NID QtAV£1. 3.IXq s�wv nem sarnv�. CEl£NTED 1fITN CLA +.Od1 W+RD SfiALE 1R,� TO SdJD FWNDATtONS d2 BY REki'JVAI QF iAUq( OF PEAT AND RFFUCEAIENT N9TH BAI.i.AST OF SUfFlGYENT STABIU7Y TO RE515T THRU5T. SCALE NOT TD SCALE DRANN BY: S.L FlLE: WA-07 7B9.DWG �EC71VE DA'iE: REVIRY BY OATE: REI�EWER: ��-�a-2ats o�-ts-zazo snd,a�sAqc r^ � o un ������ f � � m 0 o a <o m y � �,-� W m r o > a 5 C m w� � ta w t'n � �*i c) 2 m �i Z N � � � p D � � � m � � NO� A10RE hIAN � 10' FfiOM �DPERATFNG.. NUT 70 �fitE ORtYE SlQE OF CURB -�--- OPERATlNG NUF SHAfl BE�.7� 1/4' PEIJ7AGOM. � t .4' PUMPER POE2T IMtTH P:C:T. iHREADS:�.. . � . � � ��. � MEASURWG 4.72 INCHES 0.4-. (STORZ . � � � � � � ADAP3E#i� AS LISIED BELOW.�.lN :GENERAI� � � �� � �. � � .. NOiFS �3)�.� �.. . . . . .. .... �.. 36`� fROM . .. . . � �. � . .. �� . �.. ANY OBS1i2UC71 � CONCRETE .. 2 INCH MM. . �� ��. DROA GO+IEEs WI7H � . . . . 6� IMCH MRJ4 � � � � "WATER"� �ON COVER. .. � . � � � �FlNISHED. GftADE � P�O B�4�O�0�0�O�O�w r" � Oy9�OpQq000 p OOO 004p90.n '. e^o^sao°o^o°o^^ � "o o a a a o opP � oQo$op000ee^ ooaaoa o e 0aa � CAS7 IRON VALVE . e osa 000�• epoo uoo $eqo opar '?$e $oo . a�a CASING GOVER_ .. �p6ppY�r� . .. . . � ryppe Ooyi : . .. aor" ..,� �. ���_.SfE TRENCk�. DETAtLS FOR ��,,:. �s p "� CAST 6RON' �VALVE� " � .�. � ... 6ACKtiLL REQL3IREMEN'f'S. .. . �. �.�ggg � � CASiNG. � � � a „� TAIt PAPER OR PLASfi1C �A�RIER � . .� $08 RE�LIEN7 WEDt� DRAIM OVER URAIN ROCi(. � . •ogo . n GAS� YALYE Poo a » �� O�CI( Aoo�eqopy°`paaep���a� g�o�opo��a�oa ooe�a�q�oea 4�� .�� a.�. ^oqoan o e a e a o e e e"a .. �y e Qoo 00 � 6��Cy ° � 6.>a MEGR lUG Oft GRIP RINC ' ° 7HRUST �� ... . _,..:._ . . .��.... ......:......._.... �,�` . � �. � � .° _ "v°.��<°.� ,. 2a� ���.' BEND j� 1 j4' BEND 22 1!c° 320 6,8' 1 3/B' 4.5' a+nac foaaies> � � p �-UNDISNR6ED £AR1H-►- ��'.. . . . -.•����r�. 30• 480 7.9' 1 5/8` 5.5' ... 4S, 6 � srsnss !X3lA%3/4 e � � THRUST BLOCK NOTES: VERT. BLOCK. FOR 45' BENDS pf�' "�'"'0� � ;�, � b D FIR� HYDRAMT NdTES: 1, SWARE FEET OF COPdCREiE 7HftU5TS - BLOCIC RREA n �':i�.: � .. . ... 45° 36 3�i' 3/4' 2.D' � BASEp 4N SAFE BEARING LOAD Of 2QDE}/3oD0 '� $ Pu�c me4ss �a� x 6• � � 7. A THRUST BIOCK SHALL BE PLACED AT 1HE BACK BF THE HYqRAtJT SHOE FROM THE i11iCH� 90TTOM TO A POIN'f 3/4 OF THE WAY UP POUNQ5 PER SQUARE FOpT. s" � 5g 4.i' . . 9 �. Q.�y �,� 3�+ � a THE @ACK OF 'THE SHOE AND "V' SHAPEp � TO SOtJD GROUND�� AND .Sl1ALL BE� A�MlNiMllM OF 2'-p' NADE� Ri iFiIS POWT AND SHALL NOT � �STRLICT �6LT5 OR DRAIN HOLES ON THE SHC1E. ALL BOITS BQ.OW GRADE SNALL BE CHECIfED Fq2 TIGHTNESS� BEFORE BACKFlWN6. 2. AREAS MUST BE A�JUSTED F�2 OTHER 9ZE I'1PE, g„ i�� 5.�' ''�..ti':d� �',v�: � mui ar z v ' PRESSURES AND SOIL CONDlS10NS. � ' a � � THE USE OF MEGA-LUGS OR GRIP RINGS 15 AI.S(3 ACCEpTABLE.� WAiER SERVICE N�TES: x� �' m 3. CCINCRETE BLOCKWG SNALL BE CAST IN PLACE AN� HAY€ 12'� 23P 61' 3!4' P.S' ,� �. e:: 1 � ��� �� �� o �. 2. THE FOI104YIIdG ffYDRANTS � HAVE BEEN ACCEPIEO � AS� A. STAN�ARD � 9Y 1HE CiTY .OF ANACOR7ESc MUEtLER :(Sl1PER � CEt�I'RIRIOM �. 200}, TE � •' � A. SEE mS STANDARDS W2-20 FOR METER BQX � w D 3. Rm� HEAD�BRA DDQR+EQUIVALENT WITH 5' STQRZ RIqD �f'EMALE AOAPTEt2 N7TN ��CAP AND CABLE. MINIMLIM OF t/4 SWARE F00T BEARING AGAINST THE FlT71NG. rs 476 7,8' 1 Yf8' 4.0' ���� '� P SIZES. FIRE SPRiNKLER SYSTEMS MAY R�QUIii'E LARGER 4. BLpCK 5HRLL 6£Ait AGAINST FlTfINGS ONLY AND SHA€L 2of0 560 8.^c' 1 A/4' '�'A :�,�.� �� a. �:. iC� f-- . . . BE CLEAR OF ,KNNTS TO PERMIT TAKING UP GR DIS- '� q��.�.: .v' . F�� B. A7E7ER hNU- 9E PR041DE� $Y 1?iE CITY RIETER ANb SERYICE PIPING TO MEET FIRE Fl_dW MANTLING JOINT. 24 azo s.a i are° as� E�� '��� '�_ �_���� ��� �w R� �s .�e PAiD. REQUIREM�NTS. COORDINAT� WITH BUILDING 5. CONTf2ACTOR SFiAIL INSTAII BLOCKENG AOEQUATE TO �- A 't � C. ANGLE� MEIER SALL 5?OP AND CORPORATIQN DEP,ARTMENT t�' SPRlNKLERS ARE PR6POSED. N17NSTAND FUtL IEST PRESSUR@ AS N£lL AS 70 COPi- ST6P SHALi.. 8E MUELIEid 910, FDR� QU3CK OR . TINUOI3SLY WIiHSTRND qFERAl1NG PR£SS41RE UNDER VERTICAL BLOCKING RY McDtNJALD JOINT COMPRESSiON RT11NG, Oft APPROVED EQUAL. auu. coNoknoras ca� seRwc�. THRUST BLOCK IV{)TES: D. TFiE SALIDLE SHAi1 BE RESEALED IN 8 MIL 6. ADp1710NAL BLOCKING MU57 9E PRONDED IF GATE �VALVE �S FOR 45' BENDS PQLY $A�G3NG. THE CORP AND COPPER SERViCE t. C(NdCRETE BLOGtCING BASED tNJ 209 PSI PRESSURE AND SFiALL @E N'RAPPED W TAP£ 3'-4° FOR CA'Tl10DIC PROTECitON. AT END OF E1NE DURING TESiING. Z�qq P5y ���. E. ONTIER StiAl1 SIiPPIY PRESSURE REDUCING VALVE� AT 6UILDING ENTRANCE �!F STA17C OR 7. WAS7E BLqCKS lAAY 8E ALLOWEU IN AREAS OF UN015111ftBEC 2, qyASTE BLDCKS A#AY BE Al1DN�ED IN AREAS OF UNDIS1l1RSED SOILS. FiRE PUMP PRESURE EXCEEDS 80 PSI. SOti..S. iHE SIZE OF THE BLOClC 6EFENQS QN TNE SfZf OF PIPE, '�}9E SIZE OF iNE BL6qC DEPENDS aJ iNE SiZE OF PIPE, Pi2ESSURE, ETC. PRESSURE, EfC. POUR CONCRE"fE BETWEEN THE WAS'tE BLOCK pqUq ��ETE BETOVEEtJJ 7H£ WASiE 6LOCK AND BEND TQ FlLL THE VOID. F. FOR DOUBk.E SERVICE, A U-BRRNCH MUELLER MODEL N4: H-15364 OR Ot2 EQUAL MAY 8E USED. AND BEND TD FiLL 7kE VtND. THIS AC370P3 IS BY WRI77EN VE G. ALL F1TfiNGS SHALL BE 1R(NJ PIPE 7HREADS. REQUEST ONLY. THIS AC170N IS BY WRIT(EN REQUfST ONLY. . SCALE: NOT TO SCALE DE�AIL: VVA-69 scn�: Nor m scn� . DETAIL: WA-OQ ��SY O� DETAIL:�WA-08 CV'�Y Op T i�Y}' UF OftAWN BY: S.L DRAWN BY: S.L THRUST BLOCKING Fl€E: wa-ca mRusre�a�cz.owc TFiRIJST BLOCKINCa FlLE: WA-04 SERV-SMALL.DWG WATER SERVICE � > � HQRIZONTAL BENDS �Ci1VE DATE: RENEW BY DAtE: REI7EWER: 9 � VERTICAL �BENDS ffFEC17VE DATE RENEW BY DAiE RENEWER: UNC�ER 2'� yq c q PS� ANQ VALVES , �4 C p Rt� '�4 1� � PPENBSX C- STANDARL1.11RALING 2018 �1-i6-201$ 07-75-2�20 SHJkRBACK PPENDIJC C- STANDARD DRAWING 2Q1$ t1-16-2018 p7-95-2020 SHAR6ACK °pR PpENDIX C- STANIIARD ARAWING 2016� j r� ,�-,, a " - �' � > � � FtRE DEPARTMENT CdNNECTION (FDC) NOTES: 1 0� 7 � � � w r-� � o � ,-�S _ CONCftEIE�SEAL � r'�,� � �� t'' �� 1. SHAt1 COMPLY YRTH NfPA-13 STANpqRD FOR PiPE SIZE (S� ) � . - � � o AND MATERIAL � 2. SttAi1 BE iNSPECiED BY qTY OF ANACORTES FlRE ����� �} � o � MAf2S'tlAtl PRIQR TO BACKFlWNG. 4` QR 6" IHREADED 90' BEND 'l'J � v � 3. THRUST BLOGC NiLL BE USEd UNI.E55 GRiP RiNGS OR $� STORZ �i � v MEGA LUGS ARE USEp. COUPLING 0 0 0 4. INSTRLL DRAIN Hq_E AN� BALL DRIP TQ ALLOW FOR PiPE NtlTE: a D� DRPJN WhiEN NOT iN USE. r.� SEE 1RENCN DETA7LS FflR 3-�'- 5. A HYDROSTATiC PRESSIIRE iEST PER NFPA STANDARQS 4" OR 6' AtlPTXS' 30' . BACKFlLL REQUEREMENTS !S REQUIRED TO BE NATNfSSED BY hiE CITY Of ANAC(}RTES STORZ AQAP7ER W\CAP. w FlRE MARSHAL OR DESlGNATED REPRESENTATtVE. ��� NEAp OR EQUlVALEN't) 0 4 NO.: ITEM: Mr1ATERIAE.: SIZE: r� 5 6. A FlNAL VELQp1Y FLUSH Of PIPE AT A F10W RATE OF w a� � � 1 METER I CO'3C. 2 YNCH m m 10 kEET PER SECOND. I7 5tiALL BE WITidESSED BY CI71' ������ a n W BOLLARO AS H�% o rx+1 OF ANACQRTES FlRE MARSFIAl1, DEStGNATID REPRESENTA'FI4E, ry�pEp ��� ���. j� OR DESfGNER UNill PIPE iS CIfAR OF CONSiRUCll�l DEBRIS. NO'FE 12, o �� . 2 P�UG BRASS 2 YNCH � M� NO'fE .12 7_ AlL FlRE DEPARiMENT CONNEGTi0N5 StiALL 0E 30-36 iNCNES � ��� 3 i1D BRASS 2 INCH AHO�E FlN15i1ED FfNAL GRA6E. � � ��� . � C6UPLiNG fEMALE v 8. ALL FlRE DEPARIMENT CQNNEGTIOWS SHALL HAVE 'REDHEAD" a � � � A APTOR �� r"A ����yALENT 5 INCH STQRZ COt1pUNG 1MTH CAP AND CHAIN. `� ��� �� � . � A 30' QR 45' ELBOW SHALL BE Pit4y�6E0 BETWEEN RISER PIPE '�' . ° ` AND STORZ GOlJPt1NG. a FlNISHEQ..GRR�E I -�'f COPPER 2 1NCFi � aeosovove a a o a e a e a . 4' �, pipE FYPE K OFT S7ICK �"p. A 8. ALL FlRE DEPARTMENT CONNECTIONS RISERS SNALL BE PNNTEQ 'oa00000eoe $opaQeoe$e$ooe?�� ^'" " s p STANDARD MED�UM "RE�" FROM FlNISHED GRRAE UP 70� BUT �°o'a"6o"og"e � "oe°oa°oe'000°?•°� � � MUNICIPEX A NOT lNCLUDING� TNE STOR2 COUPLING ADAPlER. a�'°ao4$ � '000ae?o�" � } 8 Y\ SS INSERT 10. ALL DUCTLE IRON PtPE AN� Fll?INGS SI1ALL BE �'`o °'°'`$Ef 1i2ENCH DE7All.S �� � :s, <o,° � BAC'�GED IN 8 MIL POLY. o�` �� BACiCFlLL REQIlIREMENT5 � MAIN D � p 5 VALVE CliST 'o �� C� Z � '0 rn BpX yRpy Z o a.7 i�'1 11. ALL FlRE DEPAR'MENT COIJNECii0N5 YNLL BE ON PRIYATE � � g z �, � u-� � f''1 � PROPER'iY, iHE FflC'S iNLL NOT BE LOCATED IN TNE qTY OF 'p� TAft PAPER OR , � r 6 SADDLE BRRSS x � r ANACORTES RIGHT-OF-WAY. COAdPAN103V f'LANGE � --- R�K �s-p�.ASFIC 9ARRIER � �� N � � 2wINCH � �� � 1z. �F BOLLARDS ARf REl,�JIRm FOR YEtiICLE PROTECl70h1, 6RAtN HflLE/ OVER DRAIN R9CK i�� �, NIpP�E � Z n �, SEE 1Y4-19 Of 7+1E WAiER ENqNEERiNG 5TANDARDS. @A[1; pRIPS >� '` Q 7 RESILIENT 2 INCH a N�� 4 A� i WATER SERVICE NOTES. GA�� ���Z M.� x�,. so• s�o � � iT1 D A. 5EE EOS S7ANDARpS 'M1-20 FQR METEft @OX SIZES. VALVE ���j -� 7 7%2' WASHED QRAIN �.�D Z 8. MEFfft HiLL BE PROYiDED AND INSTAtLED BY hiE CfTY APTER FEES ARE PAIR D V} � n ROq( UNDERpRNN. � � > � FPX2FQ HRASS 2 INCH z� C7 C. SADDLE SFIALL BE ROAtAC N0.2025 OR EQUAL COUPLING MALE � � Z � C7 N D. OWNER SHALL SUPPLY PIYESSURE REDUCftSG YALYE BF REQIJIRED. ��g���R � p y MEGA LUG OR GRIP RING TD D.l. . � m- E. FOR ME'fER IN5TAWiTtONS CREAiER 'IHAN 2 fNCHE$ CONTACT THE ENGINEERING o o n UNDiSTURBED EARhf b Z WA7ER MK?RKS QEPRRTbiENT. � NIPPLE BRASS 2M3 � -.� � = F. ALL FiTI1NGS SHALL BE IftON PIPE 1HREADS. m Z �� � � � � � -�i1'✓"' `�.'� '�.I (,:.�.. ,'L � �,. �- I i t � i I L ENGINE�R1, ATE ' ) Ravr�i� & A.s_sociates�--Inc. CIVIL,�ENGINEERINfi & LAND-USE PLANNING �� 1633 LINDAMOdD LANEJP.O. BOX 36i /� �� BURLINGTON, WA 98233 ,1 �� �,�FH: {360} 707-2048 FAX: (360) 707-221b � --- - _ - `7HIS PLAN SHEET IS ACCEP'fED FQR CONSiRUCT10A1 !N ACWRDANCE Wt7H iHE CITY OF ANACOR'iES OROlNANCES AND P(3l.ICIES. ACiUAL CONFORM9ANCf OF hIE DESfGN WETH � APPLICABLE LAWS IS THE SOLE RESPOPiSi81UTY 0� TNE PR�FESSIONAL ENGINEER. `MtOSE� NAME AND STAMP APPEAR ON T}il5 5SiEE?. ACQUIRING, COMPLYING 4YiTH, ANQ PROVIDiN6 Mi11GAilON FOR ALL FEDERAL, STAIE, COUNTY, AND LOCAl LAtYS, PERMIlS, AN� MANDA7ES, INCLUDING BUT NOT UMI1E� TO THE ENDANGEREO SPECIES ACT, FEDEftAL WE'MND PER611T, STATE DEPARTMENT OF FISHEREES AND HYDRAULtCS PERMlT, FEDEEYAL fL00D PLAtN PERMiTS. NA110NA4 POLLUTANT RISCHAftGE EL1MtNATION 5157EM PERMIT ES THE RESPONSIBIUFY OF THE 6EVELOPEft, L4N� 01tiNER, ASdD THEIR ENGINEER. THE ISSUANCE OF THIS PERMtT SHAt1 NQT 9E CONSIRUEQ AS PROOF OF COMPLiANCE N7TH APPt1CABLE IAWS AND PERMIT REOUIREMENlS. C'�,,.. ; � �-�L_ �'�'���. � G . �: .`�t CITY ENGINEER DATE CONSTRUG110N FOR THE ACCEPTED PRQJECT IS TO START WIT}iIN 7 YEAR OF THE DATE. SHEET pESCRIPTION; � � r BftOOMED FlNISH (fYP.) 3" (IN) R. _ C�P) � �' _�-� VARIES {SEE CONIRAG��, �. . �~ CEMENT CQNC. PEOESTRiAN CURB t,TYP.} . . . � (WHEN SFECIFlED�IN CONTR.qCTj ^ � . � � SEE�SSANDARb�PLAN F-�4.12 . �� CEMENT CONC_ SIDEWALK � MATCH SIDENlACK� WIDFH . .. . �� � (SEE CONTRRCI7. ��A PLAN VIEW B CEMENT CONCRETE ! TYPE 1 C11R6 AND GUTTER � (SEE NOTE 3) 15' MAX. (SEE NOTE 61 . VARIES �� 75' MAX. (SEE NQ7E�6) . GRADE � (TYP.) � (SEE CONTRACT) . . .. .(TYp,). BREAK � � . .. . G3?ADE �� GRADE BR£AK � � �, $REAK NOT STEEPER THAN *.*, =� "� - ROAD GRADE� - . �. . � � � ..�+r_.- '... • ,. . .. �.. !.. . , , .: ..�'. .. , . � ,.. �,:.•.. .. ..� ..� . .. �. . PEDESTRfAN RAMP _ a � � PEQESTRIAN RAMP io F 1 . CEMENTCONGRETE � � �,� 318'(IN}�EXPANStOMJOMT�(TYPJ�� � S7DEWALK (TYP.} v SECTION �� �+1 ) �� SEESTANDARD PLFtN F-30:3Q� L/ . . . ' 1!2" (IN} LIP�.BEi1NEEN�. � . - � . . � � - � ROADWAY.GUTTER � � . pp rp�T � � AND CURB {OR SEE � � . i/2" (IN} R � .. . . .. .. . . CONTRACT]. � {TYF.) . � ^ DEpRESSED.CURB (SEE CONTftACT) � � a AND GU'RER .': v ..,....�... . _--y-- * . En. � {SEE NOTE 31 `. .. "' � s.. - . . .... . ... .... ,.:'...:'' •.•... ., '; ,. . DRIVEWAY RAMP RE�ER TO WSDOT STD . � � 3?8 {INJ EXPANStONJ01N7 (TYP }- .. �� �PLAN. F-HQ.� 0-�04 �. DRNEWAY �� � EE STANOARD Pl.AN F-30.90 FdR FURTI'iER (SEE NOTE 7) SEC�IION � REQUIREMENTS QF TYPE 1 DRIVEWAY �R�`�wa:� cor�s�uc�noN VARIES � � � BRQOMED 3tE' (!N) EXPANSION JOINT (NP.y- . . . FINISH j 7YP.) � (SEE CQNTRACT PIANS) .�. SEE STANDARO PLAN F30.W a MRFCH SIDEWALK. WIIITN � � � . .p � � �SEE CONYRACTy � �� K'� . � � .. � iR . ... . �.. ORN � � � � (SEE N( « ' � � i � � . • �, 0 a. . . � . . . 2 . �. . - 1�. � . .. . .�. o. a . . � U� a . e . . . • W +o . . •� . . . � W . . �. �... � " m� � '"� .• � . � � i!2"(W1dP6ETNaEfNROPDWkY� �� � . 6UF1'£ft AND CURf3 (OR SEE GOMTRRGT) .. .. . . 7 � . �MA7CH SkpEWAtX Vv7➢iH y�(SEE CONTRAC7 � . . � � � � (5EE CONTRAC� .. - . � .. . . . 5F w i g - � "i.� .., ��. . .. . ' •. - .... ..: SIDEWpLK�. � . � DRIVEY'VAY DERRESSE6 ... � . . PAN&IphJO1M(iYP�.)- . � ���P GURSANDGVTTER � � � � TpN0.4RDP1ANF-30.t0 � (SEENOTE3! SECIFON � SUFFER STRIP (TYP.) �(SEE NpTE t) 2' - S" 2' - 6" CEMENT CONCRETE �� � E �,�,P � {TM�, � CUP.B Af30 GUTTER � . � . (SEENOTE3). C�M�NT � �O�NCR��E PLAN VIEW.. . . DRNEWAYEiJTR4NCE .. � �� TYPE .� SIDESi.OPE(CYP.) �RIVE �\ AY ENT�AN.�E ��.� � � � TYPE 3 DR11iE1NAY WSDOT STD PR.AN F-8Q,10-t34 SCALE: N7S PLAN STATUS: SCA�E: AS SHOWN SHEET 11TLE: �ALIJ:[1 �NN DRAWtNG N0. (j°j (� �+�'�+ 78025.DET.dwg DRAWN BY: D. REMSEN !U 1�llTH ►3 1 R��T JOB N0. F4 R , so�s CHECKEQ BY: JPR �,i K�'�i R�"7. ASARA� L�1r SHEET N0. �` r on-rE: ,o.�s.,s "�ECTI{3N 30 T. 35 N,, R. 2 E., W.M. �2 0� �s V il I .. ... . - ...... .. . _ ._. .,.. CAREPoOiiE TP,ENFtAENF . TQTA� FLOV4T�""'�__ N IA/.dSL.f�ry,i�� SIZE GLflWRA�E 9APACITY 1�l,E UT�I_IiY CCtiTi<A�?OR SHAI_' � OOR��NATt Vvl?� �r,r NH�J�.CT o yY fl yt . GPh!±cFs CFS �� E kICiP,ti Fr)(� A� AVAILAQL� �'_L.CATED ;10-vG� PO't�_R 5ERb1CG TG PER TNE MANUFACiURER'S RECOMk1ENDA710N5, THE , o ENCLOSURE �HAtt BE ANCHORER TO A 3fi�x22"x4' Q, �ULQ* .i2.oe^ aa.sror.so �a a�„VILE AN E���.,TR:i�Ai C�T�.ET WS!DF Tsi= RPBFl rtv'��OSJRE TO SERVc ' _ . ' _"�-,�.. 3 ..� ;iano- zo47o.tws 5.a �. ��� T �^ n^��M 'NI�HIiv T� 2P� a �d.��C; 2� T�I-� ;;TN1iY THfCK CONCRE7E S!_AB WITH ANCHORS AND REQlJIRE a'-�' �� .�_ E il��� .,vii�R �,�dF�.i... H,_ i 3 ,_ .,..SU _ ' �" :� - " ,_ � „ , , . , � � ` A PADLC,CK FOR SECURITY PURPOSES. � ; _.�. ... � �, � 1 �'� G�; ncr,ec izoc°=iz.ao° zr.z�ru.usi �s �� CONTRACTOR SHALL �rvIDE AL_ .lORiC, f ER„§�75, i IS�;i����h,CS AND � pNC�pR'�ASPHALT' . ��� � � � � srncKeo ���.,o�-i2oc• saro.oze �.a SERVICE TO IWS-A�L CON6ls1f ANl� W'RE FRO:o-i 1H6 a.VAILAB�E E�tC�REuAf_ - � � � �`��� ��Q� �� � � , � U � � - � ; ��° � � �'` ` � � ' SLClPE� - 1/4 /FT �MAX: 2'/. � � ax rarr'v�c ah�o sam �n� an�e,. sE�vicE ro ��;�E Rrea's i;E�TE�. � � , , z ` � � $ � YARD � �� � � � k; ; : . . ;, :. . a' ; .. .1sx� r�.oareits r�oa. ..a �� ' _ - ti, en ... . . � � . . ... � �. . .. .. �� . ��� � th`A�iS ' 5 Lr�'9C` RF6A 120 GPti4 MAXtM't1PR FLOW R4TE � � ,� 3 .- `a. .... . .. . .. ... � . � L�STH i 4 t; PSI =FA�I OSS � :; ; :��. f'' ��. ,;� � . . PAD� AND RAMP MUS7 BE ..�.�. . �� . t�' . . . ",=, .' , ' ` ,.� , �� � . � . �. �� . . . � �.., .. �. -., . . - � .. AT . . R . .. - .. . ����� . cxws�re. 6� i' SAME G ADE � F¢.r "� � � INSTALL A > > 3f2fiSS --- ' ;� � . , . � .. . �0� '�� � JN ��N �lv � � �� �-; ` _ � � - . � � . . � . . � remvw��m onwni-ovxr< II EAC� S'D� GF KPBA , SEE TRENCH DETAIIS FOR < ; . � ,� � �R�LESS . .. . . �va wa� rv.coe" � cem-�u. � zC ei.on I �; , PROPEft BACKFlLl. REQUIREMETiTS . . . . . � . -r-�-- ; . . /� r,�m�c�_ � . nx� nn�es, i ��.. � ° . 4 ; " ` -: � _ Z� e,'��_,_�I. . ��- .. . � .. . � � �u.0 r��� oartA � .. . � ai i ; , .,., ,; .t _�' \ . . ' � .. . . . . � OETAILli �.. ;10i' F3C'� I�S�LA7�_D.� '� ' a : �� ��� F � � . . .. . . . --- rat�i.oa� �narse�cs. � �pa�x+-c�iow�w �axY . ��� NEA D�Ni .O�t�RE INIl1AL AND 5UBSEQUENT � � MOGE'... �^i31. � . �cNGTH=18J5' 4tilOTH=',-5 d° ._ ANNUAL TESl1M6 IS THE �. ,�� .�' ' �'�: _ .. � � �.. . �.. .. TovsEc�wn.- � MINIMUi�4 DEPTHS tSFtnoree; .. , ---- - �. ° coaraiN�e Nores: � �� i . q.-��..�_..�� . � � :; ,,:� .' . �. , :, I.�. . . .. . . � a,� j ��1RTRIGGE L�5A' ^6.9" G7�U.P' j C312G '. � :_ �hJS..,_ _�N,. ., �. I �� ryE!G:-?7=it-7 "16" � RESPON518.lJTY OF OWNER. - _ - 1. PAD IS T� HE�CONCRETE�CINLY, . . � � � � � �,.�.,- ._.z,. t / i pp � , _ .zr INSIC� h,u.H �., � �. ��.. �` .': .. . . . •� ,. '-. . o� .��re �r rid'; t i ; :� �,d- -.',� .;- �".�, ��� i: ■ UN REINF6RCED CONCRF.7E, 6• THICK. � uaEr. s¢ enrnv. � sr �a � 1. � . ,' � ,hM1..r'eS' iNlr,�bEs: � Iat'vCMES}��� �F`Ir,4Fy� : INS�,_ -:EIGt;T=23, ` r'= ` .. '' =` - �� ■ IF REINr[7RCEB CONCRE7E PAD. 4' THICiC��NINIMUM. . R=30` �MIN, . . . � ar�r�3�rw�� � � ' , , �� � J c3�`'�'ACJ ,' ..,. , ... . 11%9�TMt CfTiOHS � � s7 MG � 39 � 4t ;3 � 45. � CCLOR B:JGE '�5' BRASS , ! �0' HEN9 .:<' :i'',.�... :�: ,-.=� "`.' . . '.:. � ..8 �AGCfSS llRIVEWAY� . � . � . . � .. .. ��'� � . 4 y����. ,aca�� sc a� sz 90 BE�U � I �� .-" ��,=�' .,, e�s �:,::... .:;: :�';, :.'.- . t '�'; � ■ r ' HICK flVER 4'�CRUS►1ED 1/4' MINUS�C�IPACTED � .. . . . ? . ��..�: ' Ftusertaors. srncKeo szuo�.iz.nu� � ea � sn E� �ez 1 , I . � ,_:. -"- .;F: "z ; �:. ,.���; � � � . . N. T . . . . .. . . . �e�s[c7kxi,- � � � tsrW r _�eKeo �eo., �...= zra� a; :� cs.. � � ei..__ ^ as \ , .; ,., � , � .z , .:: ., � <<,: .,� ,. �. ,d.- .,�., ,�. ,,� � •. Q 90%HM�N MUM M� . .. . -'_� _ . .-. 'L' MA?C . ' ti • .' ' `� y`i+' + } ' _c' +'�" , - � � ' ' ' �.:. 3. CaNTAFNERS. F3I CUBIC YARD CIR MORE MAY AHUT A N�d- . . . . . � � . �.. � � .. ... . �ax m�r'Ftc eaim .L._. _ ... I . - ` . �+p'�`'{�?.*�; +�r.-'f • 4. y r'4'S�� "�, ` , ` ' �a. . COMBUSTIBLE WALL WITH NO OPENINGS, IF A COMBi1STIHLE VALL� �� . ... i . . ��:��'�''•� �sq,qpuZEE�ft,� .�� � . . , .. '• . ' . ` ` .t....� _.._ �6� '�*' � � ' �''�.`�'' • " +.:.a 'i "' ,� � " � SOFFTT S]R C�MH4tSTIBLE M+ALL WITH UNPR4TECTE4 �P6N%NGS � �^Z� �'OY��' .. . ' . .+'� � � s¢ MIN �� ��+ � � � ' � � �' �' � } "'� • ��.�. HAZNTAIN AT LEAST 5'-0" OF SEPARR7YUM BETVEEN THE CONTAINER � �� � . � � I . � ���� �t r �S' � •��=^'. � � • �' AND THE S7RUCTURE � � �Notes: � _ � � �GEQ-BLOC�t(' • � - IS61Ali0N BALL ' 1Y11NPfPOLYEI?iYLENEWRAPPE� ' k + �� ` USED.F0�2� "�� `:' 4. ENCL�SllREi . . . j � ,. � � � � ^ ° � '�EiRUS1S aCK ' "Y .. � � � � � - � � 1. Precast conereiesVucuire sha I ba 3 � ; n. VALVE D."�A;N .., .��E . 4 �c i2'-6' WIDE MINIMUM. na • w. �-. „ � . �• �� � .. namdacturea In accordancc with RSTR4. -; s.on' CRAIti P 2i � '? � ` u' � " +- ■ 11'-�' DEEP FOR 3 YAk➢ �R LESS�C�NTAINERS. � � ���0°'� ��"'�R� -+ •- 0: , . . . > , . . . . . Desi na3son C&57 and C85H. . s-�-..; .3 . . tRs.007 FCRT =.'• :��qSS . PE �- ; -. `� F ri+r�"` o ' . �y, . �. ' - �r� '+ .,�' , , . • ,r,, y:.. x Sb'-A' i7EEP F[1R CONTAINERS LARGER TWAN 3 YARDS. . . � .. 9 .. .. �p ���• , _�. , � z: �� __� FI'�r,L ��� ,-._ � KI .,, .'.�a . , . . , , . . ^ . .. • .. . � . .... ..� ... . � � � � .. � . . . � , n •. .� � - �'' : ' ; ' , ,- � : . S, PAD �- N� ENCLOSURE� . . . � . . . . . . �...2. � Perk �ilter'"' Catch.i�asin :haabe suppl�ed witli�� f � . 5 RR JN'vIN., . 7�-2�U3'r � � � � �� � �� � � �'- � 12" �AIN. h 3.S" M,vX. - � ' � .' "� : '�.y � �.: f " : � r 9'-B' WIDE MINIMUM� � � . � .. � . ��. . � trainc ratect {H20) hic.ycle proof gi-ates:and i� ��,✓% � ` ` . . � I Fi� s� G���; 1 - r' F a�cF. 8 7 6 ''� a. " ■ 6'-7" AEEP FOR 3 YARD OR LESS C�NTAINERS. "�'� F' # . �y � ` � � . . .. solid PIaCe eaver . amt�s eaa�r.. � � � � ; _ � ___ �_ ___ ,,._, _�. -- - - -- ° � 8'-b' DEEP FflR CaNTAJNERS CARGER THAN 3 YARDS, ; � � x � �' - � �,." !� .���� 'P- -`� � e - �� � - � � �>- � � �' ti.r._.�{��'`' : � �' ..:.� , „ NO.: 17EM: ldATERiAI: SfZE: � �� � � . pOST�SHALL BE SET RiGTD �WITH ADESiUATE STRENG7H.�TQSUPPORT�THE� � 3.�. �Inietp�pe(sj.mayent�riievisAtir.tfti�eesides:af ,����`.��. CON!;aET� PAD �.g^ �'� �pE ----�. CONCRETF r>,ac ��5 _ PROFILE YIEW 6,� GATE IF PROYIDED, THE � � �. BftAS� P �h,AT;K MET�R 7 �7Ex smc aNc. tqa ENiIRE L�AD CfF THE 6k7E WFTH A BASIC WIND SPEED �F 80 M.P.H., TNE GATELS)��i.�ILL HE E(3UIPPED � theinlet�skiamber Outteipipe(s)�mayexiton',ail f---st�[r�raz:� � y���. I'. � . . ' WITN THE APPROPRiATE MEANS T� HUTH H�LD GATE<S) OPEN OR CL�SED. �� (our sGdes. Alt pipe �s fl 1z inaximum. ert':tss aun. (�.� TY':� �- fYPICAL �O.4M JJRAP Q iraEeuEn c�w n�:nLED ave z md{ . . u a� ��NErRaiiohs � GATES ARE QlSCDURA�ED. � ;:, PII+E GI�LK e plqi � � �A: ln(et cham6er sha[i (]e sup(yl�eC wit3i a � '- � - �� % �' � ��� � __ ��.- '.5' 8�A55 °C`' �3ifN3--�-�� 4 vr�vE 8me Cr51' Ntod 7. THERE SHALL PE NflT �VER{iEAA f]HSTRUCTI[INS AHOVE THE ENCLflSURE EN2 THE APPRI7ACH TO �TNE � i � d;aEmdown 2ievice designcad lo remove �scenoe. � ....._ tN , .� :. E � �.. � � 5 yo- �� �� eor�cRETe ANCNGIR BLd�.`KS ENGLQSURE. standingwaterdetweenstormevents. �. 6. THE L�CATFON Of THE CONTAINERS IS T� BE SUCH THAT SANITATION TRUCKS DD N�T HAVE T� BACK � � �� 6 c,�rc va_vc � n�ca+ WATER MAIN MlN. SIZE BLOW-OFF' ` - T�� � .,. Perk Fi'fPr"° cartndge sha11 be maintafned ���' / � ��INTO CR�SS TRAEFIC. . .. .. . ersF.secnEx+ �� �, '. 1 � � SIZE FOR BI.OGK SIZE � � � � � � � � � ia accordance with marnifactutet �� � 7 �� �tim°�=R z� x� 9. THE DUMPSTER PAD HUST BE ON A PLANE LEVEL WITH THE PLANE OF APPR�ACH. ?HE PAD MAY BE =� �� 7.5'"x2' B�ZFlSS REDUCER 1 $ tu cev ct4-n e n� pun.er 4 LNCH 8 CU. �`i. 2 LNCH UP TQ 6' HYGHER TNAN THE APPROACH BUT NA LOWER TNAN THE APPROACN, �� recom�nendatrons � """ � :� T=____, "` 1 5° .vFE K CGPFc� PIPE t�RQM TF;E--� a��� yf----� s.o-o' � 1�" '!�Cii GO`✓�_S?IC ;�1:�� I�E� TO TNE 6 INCH 1� CU. FT, 2 INCH i0. RECYCLE $INS AN➢ OTNER NON CITY CINJTAINEi2S MUSY BE PLACED OUTSIDE THE CONTAYNER PAD, �� ��� � 6. For tlepths less tMan [he spec+fied.minimiFm siz' wqawa�. va Tx�.r�n amEr. ` � �, �" , -r � r i WATER BLOW-OFF NOTES: e tNe�t 33 CU. FT. 2 INCH OPEN �R C�OSED. . . . con:act Olcleasile-' Srormwater So€utions�tor ��.��a'� �� F� PiAOR• `o�m�s � CR�INA E W1:H H� BUILDNG 1.5" �RP;3A .. . : . ... � sts•�wn�nwvu. 2" �IPM�itR v0'VTRA���� 4ND p UMBER TO 12 iNCN 75 CU. FT. 2 iNCH . � � .e,iginsering:ass�staace. e.owtw�. &,ap���p$,pp� .,,��� :i0�vi a11C ���SVIC� � 7. IF GRIP RINGS, MEGA LUGS OR FtEL6 LOCKS ARE � w�u.iiH�c�utEts � I'� FIPE P�?E�SU :E CCNfIRt1 i G�ATIO+. �VyERi. UOMEST(C USm, 7HE PIPE SHA�L BE RESTFdAINm FOR {3} ;6 INCH i25 CU. FT. 2 INCH � a.00' [�oe.007 C�A�� 1��� tiDPE OR 44';,TER Pi�� IS TO E�TE� TH� 98-F00T PIPE LENiiTHS. � � sk TCE8�1'ri@11f fIOW RBtCS SFIOWPi CO�IfOClIt i0 owae s��wY��'��-�ewi e� ��� RE��AU TO BUIt.DING EiuIL'"JiNU. y, qLL f7T(iNGS SHALL BE 1RfN�i PIPE iHREADS. � . . . �N�S�IIIIgtQil.Stete .f`a(J�T'j.+,})@CIfi1G8tiOf75. 6aoawvt��xM �. � SCALE: N6T TO SCALE ,_ SCAL£: NQT TO�. SCAi.E � � �� � .�� 3�. 1,5" REDUCED Ph` ESSURE oRnvns ev: s.� � - oRawN ev: s.L G�" �� oETAIL ST-ol , '- ___..__.__" �..._ ., TM Perk l�iit�r 2 INCH BLOW-9F� FlLE: ST-07 SW C6NTAIN PAD.�� 50�16 WASTE ! Concrete C�atch Basin BACKFLOW ASSEIV�BLY (RFBA� > � �cnv� on�: �ewew er an+� R�H�: p�, ,� CONTAINER PAD e s� sf Dou6le Cartridge _... -- t� EFFEGtl1� DAIE REVtEW 8Y DATE; REVIEWER: y �, ASSE�I�LY 4 t � w���' ��,%D�.'" L#,1,,�'"�1gQT `,;r�, ,,�T1hlTFr•A��R.�� "�,' � E'_�VA1�.. it-96-2098 07-15-2020 SNJAft8AC1C Q �°�� PFENDTX C- STANDAR➢ DRAWING 2018 0�-�2-2Q�7 10-31-2018 M. KDEGA� �° x PPENDIX A- STANDARD DRpVdING 20f7 . W�ShlYtgtOr7 ita(g ,C`iULD � NC 5C:!'iLE � "V.c _____ r "_� C,J � �luvnt�c [+a. acv rco lNb 8 26 76 �r j'. - FIItraCu� ��FiQ` �ii%3t`@ i.Ofl� LliBifOI7 PF-CCB-WA-6002 F.. ECO-0144 J?R .3 2/ 1 SNEEf ^ OF� f� . A�L 51qEWAL.K RAMPS TQ BE STAMPED, PEft E4S STRNDRRDS, CHAPTER-3 ce �5 STREEI�SS, SECTION STR-G8 �'OR TR&1TMEN7 OF ONStTE POi1UtION-GENER4l1F:G IMPERViOUS DETECTIBLE WARNiNG DE�iICES SNALL BE EITHER "WHITE OR "BlACK" �N GOLOR SURFACES. ALONG CiTY STREE3'S AN6 "YE�LOW" ALO1�G WSDO7 ROUTES. o�n cr�srLE -�E�K �€LZER c�cRErE cs (�two �2' ca�rRlocEs) TQP=&7: t D � �oT�s ,, �oTes ` IE 8 DUi-£=63:6& ,�. .. ��..:N __ �A _ ., . . .. � � . .� �. � A cueF �nrvr. „+-,;rt� a' -.` t�ry. tnnci:�c io r,:n:ir,n �., A s=e i,or� .rr.r �_n�s � , see courav:cr at,>ns" �A - t. At marked c�osswa!xs, me ccn�ecdon be.+:een �he la^�^ng� and tne � STRUCl11RE HEiGhFT TD INSIDE PL�C)R � 41_€3� 1NCHES ,. .... , ..., � . - _ , . . .., .., �� r , q �r �..' d <. r....••��N . .., , .�. ::e� [riaFnsleS Fi:�C. : ,I. v LVRe - � �.. -��`'� exP,N`,�cN _ roadway mus[ be contameU m•fthin'fie witlit� ot ihe r,ross:vaik �r.a�k�r�gs � � . u.,�?R �tn�.+: ..:,,i�. - at� .,.[,ron.a�, r.nvs � ��^• ,. n �i t. Ai m2rketl crosswalks. ;he coine�±ion belhve=_n tFe curh .a...p aad ihe, .,,ad- " .. . . . "t r� ..�N �1P, .,Ec 4 PCoTRIfiMCJFB- iA'D,N TOhV4TCY UR 3nUF ..t.� R:uSibECGlli2lOGOtiIIK�.n( ;OiNT:'TP.`_ay._ I .EEtll£� � � � � _� . y h2 WIOIh 0( iYl CfOSS'.V2�,K �113fk1!135. STANJARD PLAN F 3C 1C ' c STANDARO AIAN F-�P.19 � % t h:1iB .9 Z, 4�V11Bf@ ��CifiA�F BRFi�K" IS C2I'.Ed OE,f (�e ap(ifG �CilCklt D� ihC �13d4' � � iaxr,�;ne . : ��.n.�ri� sE: cc,r� a�.cTr..nNs I tr.raou�c - - C� #10 .. . � � .�,���,p� �p�:pu �. � 2. VJce� e"GRa('E C'REFK" is wllec cut. the en:irt� ieq U� c` the rade oreak ✓+noihe ! ' Sreak 6etween the nro adiacent sorface pianes sh211 be Flush. � c�f:� vu,,a� � ' ' 9 S �`'..�-.-�_ . � _. � I� �-,_, . . �OR TREATMEM OF RUNOFF FROM Ti-1E ADJACENT WEST f-IAI...F OF "Q" _nhc�Nc � - :'. _. . . ._ ; .; _ �r.no�: cu[:nK behveea !be hve 2Ulacenl sur`,ace olara;; s�;alt te fl�sh. � _ .-__ � _: �. ,._�, ti'"-, - _....__ __�_1_.'.; __. 3. D'u not clace GfaGn9s, Ju�cGan 9oxes, Access Covers oroiKec appu;Eg, . . cF�, :e e-ne�ix � '�. �ee covr.zr.cT t=�ans - . - ._,. . .- � ' . . . . _ , ... .. . `. __ �-_i' `_ t_ -::.� -_ . � �� e j = e�.an��: . - � .,_�_._. , J-., . nances oa an � art oi '.�e Curb Ram or Lar:dn .. o* in +.ne �6epresse� . �� AYENUE AND T�kE liDJACENT SOU171 HALF� 6�'� 30i1i. $�IR£ET .,..,. .., �� �. �.,. . CCh1.6� ..CNCREu . '. ..� ,.._ 3. �o n¢t G!ace Graur a du �c:'�.or Eoxes..�ccess r'cre���. c; b,�»� a�pw,e�- , . t.. 1 - Y P p 9 . SF.[:Ah,r.rCiw..�.P;S- . .._._..._._: c.O�.tIV. S�Vt;.C._g.-tN.;+p�.,, - , -\.. .,.:_ .._ 9 ... � ,. ..l,Rbr`JJGI�IEh .k:� .�� ''I . .* `! .�y ; i;� ,'� .'.. �CY .. . q. :;.;.,�;N i��. . ` . � �nces ..^� any nzrt o! fie �i�rh, Rzmp or Lar.diry. or in fra�t of ,he C.,r6 . . �. . . ... � Curh and Gutter where che Lan3ing canr�ec[s to tne roan�.vay:. �� .flLD GA$�I�L� -��RP( FI�TE�i '�,ii��.�� G8 �t�VQ 72� :��il�i'rE$� ,�: ' ; ...` ; ' � � : � siuev�nuc � TOP=7Q.20 j '�: r i / `..� w�r��vut snv,�ri+i�zn�usirron � . '.. �� �� �%� ,.... Ramp wnere d cmirect<_ �o'h2 ro�dway. �; ... -. .� '. : r .�.: .. .. q. See� Cor.trac: Pdans fur ;ne curb design specifi�C. See Standard Ptan � ,. . .. �.. -- ./ . ,. ' ' .. D S;t>%van.K �nD-'� ..'-i .. v I __ ... ..._. __ ., ._ . _. , . : . : ,.. . ' T�[:_ti r . . .--�'�� - � F-t0.12 Por Curb. Csrb a9d Guite�. C]eprEssed Corb aatl Cutte�� aod . . �E 8" IN-W=87:41 .,f...ENTW6�ftE F .. �. I , �\ :' - .� / .. oE6Cae�R..,.� � � � _. - �' . . _.,. , . , .. - � � , . i . � i:rN , S:1 ,;:i�rrtac ��r�.r�'. - . '� . ;ain� . _. See Con!rac[ �:a^s far : �a curb desc�n sPe..ified Se_ Standard P4an _ .._.r r' �'.. ._. _ _" . �� ---- � e i n u , i - a�..E.aAL.. SEESOT..S . . . � . . .. - � . � _-- . .. .. �/. . � � <- a' n�u� � -..., ' . .. ��a�v., : . r r.nry F10.12 for Curb C.:rh an�a GuBer. DePressed Curb anc GutteL ao� �"^-=--: _, .._. . .-.. . _ -- C!i;e.aNc cGr:�eR � -.:.� __ - � _ �P desira C rb de'a Is. _._ .. ` � -.- zt , ,F,�,r�r� ! --�--- - � +-- ": lE 8' IN 5=67.i1 -.- : * , . Fe�J�z:raa C�.�rh [3etai;a . . � . .. ...,` �:. .-�-�_�.: � .ta� EXP.9k510k '. "• . ' i .. . __ EIL F _R t � � H - t.1A'C�4 _ ` .. . , t � i n:.1;' CURfl ftxiNF � . GF ❑ Li31 [ P-'ARNWG:,URPAC[ _� ?. S�'8 St30d2�d PI211 F-3Q.10 f0� C2ttt2�^.f {:OnC'P,iB $id�W21k �38k211S.' �E �8� Q��'�C=Q1.r7�:4j .. c�r:aE �,:ri�., � . . : +, _ . '.r.. .___, _. , ..I. � ry . a . ��rn.� e�, �.a , .. , . , n . � ,.ai�a. . . _ . _ . . .. . .,. _ � � _ ..ralloaeo v�ne F.aseo See Contract Plans for m,!dth aotl Placenient of s:dev✓alk. UCTURE HElGNT TO I " = 57.5 INCHE$ , , __'..; oiu-;rvr --se� � � f ca e „et. SlF2 NSI[SE FLQOR �., ., � , ,� � . ; •v� ; o. See 3Fandard Plao F-30.19 fcr Cemenl Can„!e:e Sidewa,k Det2:is See seE cou��p,;,r •��nus � �^- . � t. � �.-: ��, i � ��:w.,s ,:�i. -F.c„ _ n ra +t,m. . . 3:`.-%ft4N$IpN . •' ' � ; .- .. CU98NA^AF STANDAR�PLANf-'sOdO ' f... ' (:pP[f3'«HfP'GfYYiC�I113Rd^I2CdR!?:IC�SIdEW3:�ic. Svi!S?3N�AROrLANF-hSdQ �EcCOM1iftA.1.PJ.hS� . . . . . . . . . b . I .. \ • ; I � , . . � .. . JCIh?..T`�P.)-ScE . � . i - i �. ...'? ..�. ,. .. ."�. '._ � . � . 6 The� Bid Item 'Gement Goncrete �Curb Ramp 7ype ' tices not inciude . i i . -... _ .. . ... __ - _. . _ �, . .� . ,- . . , . . ., . . . �,. ,a FaCE .s. .,:�nu � , ... _a . . . .., ., . FA,^,E 9Fc.IRB - i:� .. LF'i',GoapO. Ce3tR i,No Gui7ER �S6e adla;.ent Cur���, Corb ar:d GUtter� Dep'=ssed Cu•q. a6d G�[;er. . STAN�0.R� PIAN F3� t0 ��! I � `. ER�1pE .. - FJ. Tf� F31� I.@nt CET.Elf� �.Gp.UGtC GW b RH-:T�` TV,08 _ OOES 6�J[ ifiC!LGc .�.e , .. .. 6REa.K ?iJiN54TI�N TJ 'ICES"JA_k H.�I PE3. IF � ' . ..�.r ~. . . . . . ., . / ��,, I ; `�.f , : .,... ,. �rvv,, .. _ ��. .,„ ��� �� au�a,. o- ;o �, i;crC ard Gutter. Uepres<ed Curh ard Gutte;. Fetles[r.2r � r��<<,�:,�f e:_._.: ���-i. .,,,.�T:._a Ct�pswr�nix � Petles[riar. Car6. or Side�.vafks. , . .... . .. ;,.wr,e ..r�: r... � , r.Eserar. o. � r� s„�r, r,F � �au � .. �._ , �... � � . �: i _:--_. ' � .. �� „ur:. or Sitlewa!ks. c '�i � '�" :k X� :::r � �^, * � g ".� ..... sEE cUrtTsiac' r`�nr:s '. 'E: . .. ., ::,, .. , :..-- � . . - �. . . . . GP 4 �9' . � � .� � .�. . � r 7. Tne Curb Ramp tength is nof rEquiretl o xresd '. � 1 et ienf�ss othenvise� . ._.s ..::� � . , . .. .. �. ,... .-� ..... ; r.._-.. �... �_ . � �:: ,� '.:.- ._ ` �.�_.- ` .--' ;'. T.�e Curb Rain en tn �s r.oi reouv=d to exceed 15 `P� z sTawr. in Che Cor,trect f'larrsl VJnen a I i.c the t� foot m2,z. ler h . . � . ... . _ > ' G � „ __t ;im�ess shown �. Pt.t.n viEw n� *;=�r ,.r v.naN�� � sURFnCe - � PLaN view . . {he mnniny slcPe of ih=_ curb ramp is allowed fc ezcee� $:3°;0. Use a.sfngle . .. .�„��""'�``� .^w�,.. � `__._: . $:�;�: __. .._.....__ . . _ . . . . . . . ...... � __.---' �" -.. - _- I.- ' ' -:'�_- . -„ci.'EH .,n\',.::Te. • ..-,•r + ntr n FI00si.4Vf��.end I�ih iho 1$-fcD' 012x .e!?•,u. � . t3E'r.5'ANDnROPLRNfd5.1a >. r . i.'7. 4 r t c.,Ha. br.. �.w.a � . __._.. _.,..._...- _. , 4 �, �e -_. . .1 .. � . . . G o:henr,r , � thc Cc a ^ PP 7 9 , p � - . . . .. , ., . . . c��5.o� .,� ___ _ ;-�i�esr.. ,wc�a�- - ` TfPEPARALLEL A TYPE�PRRALLEL B �, rr - . � . � � � ...._. h-. runnin, sioee of tne i,urb Ram: �.s a!wweC fe exceec 8.3:�. U>e a . � . nnc .,u ea - t r �� Constar.t slop trom tro",om o! raniQ to .op of ramp ta matcfi ��n'o fhe sidewaik �" �.j, e$' *�' .�r . / � F 4 J _ � t ,. . � . i ' �'� . . r. � � , � .... ..: . . .. �.o �,u,�er - _ _ _._. .,-__.__ :a. e r;ore n � , � ,: : . ._ . �. . � . > . oeer a honzonta� d;s,a,�ce af 15 feet. D� ne[.ancl�de abutting lan:i ng(s,.in �, . �/' t � ..1"e,. +f *''- j se..:v�re. '� ..pavi�^ sn!x=Flcr: - seF n�i�e <� .� i s:nqie co.rstau.�, siope .ro�n 6o-..on. e� ramP tc top cf ramp .o maich n.ta , . � �. c�tectna,. � � °�-�'��n -. � the15-footmax.m.easurement.b'N;en.arzmp!scnnstmc[edona:atlius,:he ����� 4+�T...+S,,.r^:,�'� I.�.. ; . st:e sraauoneo at.Fa �-as.so � \_d �, o�e��, �nr�! e'�. <<uiv ->e�cr-�.ce - tne .-a :d;ig we: a horizcnlai �.ii>;aece a� 15 feet. Oo not :rclude the r 5:.�..,..uirV,ctFarvS � GRa'.c:. 3�£A5 15-(oo€ max. length is measured on ir.e insios rad�us�abna ihe back of the � /1!,� .� ;�,, �P ; /rjj�y��v�1�. � �� � FnCECFC'u'3E2- . : � FAG[O!CVFtft �:� I 5_FSTANDARDPLAkP-lS.1J a�liRl:lt]72.p.di�Gl1[�ifiP.-�OOf'Ilas.T�dSc!C!llGlti C .. � �..RSIOG� . � .. .W31�6ti2Y. . �. ��.I.4�� �'6 � fV>�:.. .. � � . �� C N Pn.i.Of.._IN �.t. .;£E STANDARGPLANP-d�t .. � _ . .. . ,. �- ..� _ .. ,,. . _,., . . . � .. -,_ , � - � -, I ntlin s sF.zli rP :v a broom finish. Se6 Standard fcz ..,JR[t HudF LENr i� s cr.eArea rMAv a - G rR�.V!ce b > cot+`� _E .� r ior• eF. . �•. i e�, tandartl . �'i , y7(i. � . �r-f�,xF�gEe wKa auo e.�r•�:.e- y; ., _�a-a.,-o cs.<e,.�„ o�.,r.�n S. Cu o Hr_n ps ai tl_a 9 ce e .�� . ., ,, ...., ... .�, �_. _--�--� �� Ro;.a�xqy� . � 8. Curb:RamPs zrW� Landinas snail rec3i+re a broorr fln,st ��e 5 y� �� ., ;r_ � . . ... . 11E1.SUttcb 4 N G E:_ ' fY ` ._ CONTRhCT�.GM1 .i:,M. _4'lr..L._} „ tCED �. G.1.�. i.,.. . ;F ��� S p 6 ro� ' � . c, � lza �,r.r.:. cscssn.,��, s`E rv:�:- a cvoss.ro;,.K Specificazions 5-14. . . ',�y � . _-::�. / �_ i ...:_.,, � Spesificatwns 8-'t4. � � . i� � l :j,i .v� r r �{ . . �. .�. . . . . . � � � . - 9. peJes;r.an C;urb nay he n.���rt•ed �f ;he 9�;ourtl <_u�faG:. at tne oacrc cf th� � � ' _ ._. . . . � s; . . V . r . �.L; { . . . . . . .. .. ... '` ,, „ . _. : ,;.. ,M , .. . ^ _ n " ,y � \ . . o., 5, PedeStl�en CCrb may ba JM�ttEd :F EhB glPund Su�idCO at L 8 L`8ck of th8 � ;�. x [u � ;� � Cir:, R�mp aed��r L�udi,i ..,� b> at ,..e sa:n� ee,atio.� as the �urt� . r, �:rcr c u t[ ...�. r ' �;. od rraseo cu�a auo ccrr:g'. . P - 8 .. r +.✓ .. <.57cJ. G;f. . .. - k:�� � or �an..m a c�h� e w^ -�" �� '" � N''n ' �� see srnNenRo a�nx r--im�z �Curp Ram anatar �Land n wi�� be at me s mA: a'evat,�n as� i.he Gurn� ' ✓� = �"� ^� wTRn-'r.�r: �o;rii livei .. a�=E s?r.H�aeo ntae r�so.f a �r F " � ' u� rot be m2t�r,ai to rata!n. ..�R� � ..ee ri t �. ' SECTION q ��� �Crf ^ .. RamA or Landin ai.:i there m�ill he r.,, maia.laPtc retaia. � .� ! �t�-�r .�S .. . . .. . . . y+ aU _ � � j /"� r � F�� riJRBR iAPLEe T1,SC4 ATCA��.R46' �(ivi�E � < n C `s'N '.SSC '.AX.. R<. 9CEGEN� � ,' j w'L����"`-�^��{�y�'� ... -� / C , .. �.. . w PLAN VIEW ,,.:N r=.AcnoN.:eirvr eo,,,nt � s nt,e.e e., t, ry r6: PLAN vIEW stL �,s-r�cr F=�;,re�� sE[ rv_�:[ .�� i / G^ : ,' I��. �. TYPEPERPEN�iCULARA TYPE?ERPENDICt7LAR8 GEGEND .. . . . � -�SiRE;NkIK �.�. . SLGv ! (HE�2Di� nCN�. .'..� ... � , � ��..y,�,�� . . `�� /� f��. o C� ECrFl& 3!":ARH a., SJRp.A^.E _ ,SHQ'h ! A9?H EUFFER; . z/.. V � � ... . � cE� STANORRO PLAN fA5d0 �. �-'' s-�Pe h ��D,�P, �I:�Ef'-C?1 +5 Mnr. _� F .' .,Y, i?vc j . Gf'NCF. BH64R �� � �: ti5 nR i'.xt FR RF C4MENUE4 FpR � ... ' , " ENGiNE R DATE .� �'. b.L.=.[: o,.GFiF1,-i['L+�NS� e. M1�'� 1 Q(NDEBREAK - �ulGhrf9RhfNlOftK cr,PM%J. Q . � 5 �i c�..V"E4 t t. JFA11. AU`t. FpR .� . . .Y * $ _.... \./ * * ] 5`, OR f k CP. Rf ! A,FN`JED.f6R�OFS16Ni. . .. , � t,kf[ t- ER.AB ;F � � SfcGO'JR•�N 15 5w(':YF� � * [�LSoNFOFP: uK.�;5M0.Y� . �:{ptC°3RcAY; . '__.._,....� {_� �_��� GOi'.Mb�k���Y.!1PX,�S'cEkOl£? __ . .. ,�. 4 .�. _ .____._. �... _._. . . .. ._�: � . .. �r � C�FJtGCCAK _ - ` '• `.. xCTFU\NS aEEvO;F:' SDUP.'.EPoLOpc_ SUEW9LK . . . `i��= �.--r-^'i't t ( � TiPA�r,:ilJT- � � x * 7C OAFl.iCf tt E 7V=A4E4h *IFOg � � . 1 � ` .. � ... SEe STANDARP PLAh %,U.ID � . G: k:�E 6R[eK . � :� DESi. t tPO.'h 4 � F a q •, pnpx � �. x, �, * . . i � .:. rpftb RYl1P .: . . . . . . ,.:.Ottn[J..`.iFi3R tt _ '- ... \ . � . . it8'ON}E%PRNfiInHJO'NL.tV2i- .l T^f_3.j. ) �*_a �A'R TOi".]�4t)RD`:iF1( Y ".i4FLA?ILR . ' . .. . �. . �...;r.__.�.._ _...-..v_.._,_. ' .-�_ �. '.__� ` �..... * .. � ..__ = PE�kST3AN;:IftP.- � /�� �:.1 ' . =_-___'--�---_. . __ -7�..me `------ -- .-� . a .._.._ **;r oEsi:�r;;�oHr.���:nvK i�a a rar.x; ✓'.""�� l t, �=-= r-- --� - -�� sEr Nr,-E u +�o;rara t: see sraraoneo P:aN F-aaro �� e a�-r� .'':,., 1NIS PLAN SHEET IS ACCEPIE6 FOR COIJS1RUCilL1N IN ACCOROANCE YflTF4 1}iE CiTY qF .- v - � ��y= � ----._ � t , , _ / J �'J� 1 ./;, _-- -_ '----.---x- r h�lr� � � . cuae;.,,•.> ,�'� .g�` '�'�� ANACORTE3 ORDINANCES AND PULJCIES. ACTUAL CONFQRMAMGE t?F 7HE DESIGN N1TH - � T-.-.�,_ ,. , u --� / , ��,...� -_ cuF.a4Fn ,.;¢,[ r.s wAio!+dc.t �� r��?a„ana .� ♦ ,�-' �' �. '� 1. . . APPt]GABLE LAWS IS TNE SOLE RESPON5181U3Y OF TH6 PROFESS4dNAL ENCa1NE£R�.WFIOSE � ` � T' � - � . ♦� . ?�`r [,,..�eern.s:�n��or��-rrn:,.. SECTION C � � � �:� �a�Esseo��r�ef�ty ,,.,�rer,_ j �,- . ,� � � ,�, i NAME AND STAMP APP�AR 04+f THES SHEET. AGRUIRIN6, COMPLYiNG WITM. AND PRQYiDING ` aEE SrRNOFHO PiAN f£tl ^2 I 5f [ STANOARD PLAN F-30 t0 �p�p,4 -:nS�Oc RnC:uS Ff 3ACR QP Wp1.KVJAYj -� ��j:� > ` � MITIGATION FOR ALI_ F$Q€RAL. STATE. COUNTY. AND LOCAi I.AWS�� PERMITS. � AND� MANDATES.. ,.. �' , sEcnor+ i�a,� ✓ � �'1 �� ,,`* SEGTi4N a i .� o„" ���o�.' � MG.UDING BUT NOT UMITED TO THE ENDANGERED SPECIES ACT, FEQERAL WE'MNO P�f2M1T,��. _�' > ,_ ...,,,... ..,.,.�._.,..-...;,. �c� y"�..�,; o ��r �;n.�N., �..i�-�xz.o�u � ,a;,K:;r�:.,.�„a.v. � -cFziE��rcor�r_he�,ecuasttanar�va=_ . �' /.`. STA1� DEPAftTMENT 6F �ISHERIES AND HY6RAUL1C5 PER3AIT> FE6El3AL FLOOD PLAJN _ . _ - _. ., _,._ e,�aN-mr.c,:e-_re c,�iae�:.arsc..,rat- � � :. .+�kei.. aa-n .� i7,-. -, s� e:�,,.,,,F�- =Fanu•::,.a` Paviir.�.ir- sc: n::res -� �s� e•�:i, ,... � � PERMITS,� NAT10h}AL POLLUTRNT DlSCHARGE �ELJMINATI6N SYSTEM PERMfT IS THE ► �.�r`� t,E _'� h.CR.,c SEF40TF[., . i._..._ nr\`f� 1?\� .:,.. ., Pe�4=r.KC..I�L.R "ii' PAY . td:' _ SEc O c; "� FES � d)ICtL.AR ri' Fn _'A11T __ . WFo :.-Ri,.s �.,��sa - - � �o �:i �, t('� -ce;n�u � _ � eEr,: a <e �rr� ���� . / � �� RESPONSIBIllTY� Of THE� QEVELflPiR� � LAND � OWFIER. � AND THEIR ENGINEER. THE lSSUANCE 9F ,F _ -n;e �. ', � ` .r� ` � . .: - i � � � `, �"'� iFIIS ?ERMIT SHAtl NQT 6E GON5IRUED AS PR40F OF COIAFtlFWCE H7TH APPLICABLE -. , ., ,�;dxt..i..i. �.� �...�ir, �ter..�.i-�, � t -,. � 7 ` � o=�e.ras�ewnFH�ucsukr:.;E-_ �. '\� �--" ...__ � , �. ... �� �' �,-2.','n/ �.n_��., � ;. � ', - .��nz�an�t, to'.+,7 . . . . lA -AND PERMIT REQUIREM£N75. '.' . . s'-esT�awoaRca�aNF-asno ,:\� :'' ..• .. '. .' . �''p� ,..::o,:��. .: _ ' .'���' PARALLELCURB�1tAMP�.�,- � . .. ,�.' �� � -_ ) � _/� PERPENDICULAR � � - � � �� � � r_,-� � , -` r ,`� �� s' '� _ �- ' STAN�A�� P4AN �-40.12-03 � `_ "��_���-a� --- CURB RAMP � � � �%.4�F s z �� ; � �ra�cESEc �;Rsh�oci,rrerz- ' r�-_:; ' � ; ' � lTY Gi DAI� -' ' r , ' j � sit r ov =r�r-r �C �i�l h�EER _ l� � s e iere a ':.. - STANDARD PLAN F-40.15-OS , ,' ..-�� � . . , .. - ,i t i F 5H �r ,- � : - - ' r�uacGeoFn+vu ar,U� . .: . ... . . � , ' � �` '� � � � � c�a��-�. �'� � � � CONSTRUGTION FQR TtiE ACCEPTEfl PROJECT fS TO START kYITHiN -'- vM1rCOhrRF F iiR9 .. � ' naYlio� uF� JHLI 1 lorf ..... . �, , � . . . � . . f�i � � .. . . . 4ND�o: .f<- � NpTF . . _ .> � ' _ . . .- .. .. . . . �x. . (�aipurte-.,je(f .; ,. .>.� �.,. iSOMETRICVIEW ItiOMETRICV3EW , ..�:ske � �.. � �� �i�AR ��� �E� �A�. i ...._ . �.. . : WnsM1rgfo'r Sbe DolHIlmo�rofT�an9portol�on fSQMETRIC ViEW I50ME7RIC VfEW _ �'-� ` � TYPE PARALLEL A PAY LIMIT 7YpE P'.4RA�LEL B PAY LIMIT �. �. CUftSRA�lU5 �ETAIL i�6\ . wo:�.��e sm� o�v.,nm �e rM..w4��:a .. � _. .. .. . � '��J TYPE PERPENDICUCAR A PAY LIMIT 7YPE PERPEND4CU:.AR B PAY LtM17 T � ..... �..-�-..._- ..... � . - - PLh1�T STATtJS: �"��T �T�E: SALI�H INI'�T DRAWING N0. REV. Na. REVISION DA7E BY APPROVEQ • • SHEET DESCRIPIIQN: SCALE: AS SHOWN 18d25.DELdwg _Ra_v__n�k �_1�.ssa�lat_�sz Inc. CIVIL EI�tGII�EERING & LAND-USE PLANNING aRAwr� eY: o. REMSEr� 9O� �OTH STR�ET Ib33 LINDAMOQD LANEIP.O. BOX 361 ��i TAI L►J aoB ty� BURLINGTOI,I, WA 9$233 CHECKED BY: JPR V FOR 1�025 �� PH: (3603 707�2448 FAX: (360) 707•2216 E 11 TE�A ���R�� L�� 5HEET NC7. �.. --, �. � � o�,-�: ,o.,s.,9 SECTIC}ItiT 30 T. 35 N., R. 2 E., W.M', i� o� �s �� '� -_ I - STANDARD 10-F00T WIDE TRENCH � FOR TRENCH B�X �/A�'' 3 /[�`t� -^�' 9 TYPICAI. TRENCH �' TYP. 48' MANNOLE --� $ACKFILL AfTER . v....�"... :_':, . .v.,,.: . 't i I FIRST MANH�LE '. ... f � I Q.,. t' � ..v,.:� .. SfC7TON, PER ' �s'`. ; PLANS ;' iv':. � " .a • f� � ( � � I � a. :' \�- � `''':�+', ¢ ------ — ---- 3 1 .y'. �� °?/ 3 . . • � ,�i ' , � . U= z �a � e ' � . Z W. . . �. '� � -8•'. . . O_' . F . .� '9V � a., _ ,� I W � � � 5 � p . 'L�..�.�� J � � _ ... . � � ... . _ � .. Z : . ... Q. .. . <L :V.': `�': � . i � . :a. �,,:.1 :: �• � :"k:'. 'yo�°�. :'a:' � `'�.`�-a- ° . 0 1 0 ::.n. � .. � 3, •.�'� 3% '° � � --.-. =_s_ '.,.... ::'�- . . .� , .., d ; � ; . ; f.,� . ; .. :. VARIE � R . o n :- � '. : +. . . . .•.. ��• MIN. ' � S '��.: 6 `. ' _ � a 4 '�. � . ' . . .e. .. � . . . . .. �� _ ��� � _� _� � _ __ '�---��-� � �� ��' �.� � � W �___ o �.. . ... . . .. DETAIL NOTES: DETAIL N�TES: 1, 8 INCH �FFSET fROM CENTER LINE �N SEWER LINES ENTERiNG THE MANHCIiE BRS£ AT �ESS THAN 8Q DEGREES. 1, PIPE SIZE VARIES. E. LESS THAN 8D DEGR�ES 7YPICAL. 2. THE CO3JCRETE BASE SHALL BE P�URED T❑ THE MI➢POINT i3F THE EKISTiNG PIPE AND 6-INCNES MINiNUM` ' 3. 80" DR MORE TYPICAL� BEL�W THE B�TT�M OF TNE PIPE. 3, THf C�NCRETE BASE SFlALL HE P�URfD 1-fCI�T ON EITHER SIDE OF THE MANH�LE SECTIaN CCENTERED? Tfl 4, C�NERETE SHELF SHALL NAVE A BR�pM FIMISH ALLOW F�R SflLIII,fLAT BASE.LCONCRETEi 5•5 SACK MIX/30QEI PSI - 26 DAY STRENGTH) 5. FC;�W CHANNELS MU5T BE fINISHED SM00iH 4. Y2-INCHES �F COMPACTED CRUSHED SllRFACING $ASE COURSE T� 95'1. MAXIMUM DENSITY, DR PER THE CITY 6, PRECAST BASE TYPICAL �F ANAC�RTES TES`tTNG PR[3TOCAL. 7. PVC TC7 C[7tJGRETE ABAPTOR CAL�AR 5. $ACKFFLL ARflUND THE FIRST MANHBLE SECTION SHALL BE CONTROL DENSITY FILL, MEETING TNE CITY OF 8. CpILAR SHALL EXTEND INT� iHE MAN HpLE NO M�RE THAN 3/4 OF AN INCH. ANACORTES ENGINEERING SPECIFICATIfJNS, 4. ALC C��LARS ANII LIFTING H�LES SHAIC BE GROUTED SNSiIIE AND flUTSIDE THE MAN HEiLES 7II STOP INFIITRATI N,� 6, CHANNEL FLDWLINE, P£R ➢ETAiL S-OS "FLOW CHANNEt TYPFCAL'. SCALE: NOT TO 5CAI.E SCALE: NOT TA 5^AlE sv a DETAIL.: S-O'I �RAWN BY. S.L. c�4Y °s �ETAIL: S-OZ DFiANM BY: S:i. cr � F{LE: 5-02 DC7GHOUSE MN:k7WG DOGFiC1USE MANHOL� Fll.E: 3-01 fLOW CHANNQ: TYP.DN`G FL�W CMANNEL. EFFECTIVE DA7E: REY€EW 8Y DATE: REVIEWER: 'y �,g QETAIL EFFECTtYE DATE� REVIEW BY DAiE: RElqE1NER: y$ t� TYFICAL 01-62-2D17 10-31-2018 SHJARBACiC a c o s4 PPENDIX B- SiANBARD DRAWING 2017 09-02-2Di7 10-31-201� SHJAR6ACK c°� PPENDIX H- STANDARD DRAWING 20I7 I � Ravnil� Associaies, Inc. - --�--v---p�_ __T--A--� T_T_r �-_+_ _--T AT�7TAT C,1 V 11..,,�Elv\J1A�lEEA`Altil7 QC. L.C7.1'11J-IJJL' P1..A1`! 1`111r{T / 1G33 LFNIJAMOOD LANE/P.O. Bt3X 361 / ~ BURLINGTON, WA 98233 f ��� 1'H: (360} 707•204$ FAX: (36U) 747-2216 F \, <-- � SHEET DESCRfPT1QN: iH(5 PCAN SHEET IS ACCfP7E0 ANACOR7ES ORDINANCES AND P APPIJCABLE LAM1S IS iNE SOLE NAME AND STAMP APPEAR ON ' � � . . �� � � MI7fGAl70N. �FOR ALL FE�ERAI, 5 iNGLU6ING $UT NOT LIMIiEP TO F4R )ANCE YAi}{ iHE CI7Y OF � OF TriE DE51GN NR M SSIONAL ENGINEER, NhtOSE �� � � .YING VATH, ANa PROYIDIN� . � � � - W5, PERMITS, AND MANDA7ES, � T> FEDERAL WETLAND PERhfIT,- . � .. � :DERAL F�60�� PLNN � . . .. EM PER?A{T i� 'FHE� �. � ... : ENGINEeR. THE ISSUANCE OF'� � . . . JANCE YdP'CH AF'PLiCA6LE �� AC7UAL CONFO �BlL1TY OF THE 3 01NVER, AND RS PRQt� 9F PLAN STATtJSs SCACE: AS SHOWN �SHEEi IiTLE DRAWN 8Y: d. REMSEN � ` CHEGKED BY: JPR DATE:-10.16.19 SECTION 3U T. 35 N., R, 2 E., Vt�.M. t»���� GITY ENGINEER --�— CQNSiRUC174N FOR 1 YERR OF THE QA � `�-�. tiCi _�-�'`] DATE = ACCEATfQ PRQJECT iS TO START WiTHIN �J��1rJ1Z il�l i�l 90'� 3�TH STJE�EET �"d�i. �I� iERA AS.ARA, LLC DRAWING N0. 18025.DET.dwg JOB NQ. 18025 SliEET NQ, 13A QE 16 ti, i GENEf2AL CONSTitllC170N NQTES i. ALI. COVJTR�.:i,?ION ANU M1"AiERIF.LS SHAI..I.. CvN'OR?vt TO THt_ 'L018 STANJAR�J � SPECIE C?iICNS '=0R �OP.G, E3RID�E, AND M�'�.ICIPAi_ CONSTRUC"fiUN �S PREPAftED lil' �HE , c�'. -- i cz _ `�f".�qi'.�n� _ _ ' .> �t" l iJ TH� AMERICAN ?UBUC WORKS WA,,.,NCiCN -,.AT�,_ .._h..�I.�N�! Oh TR;,ivSrO 1A10 AND � P.SSOGA?IQN (WSOCT�AP`N,A� TOGE7HER Wl1H 'fHE�. REQUIREMi NTS GF T'-fE ANFCOR�:.S PLP.NPIIUG �-'.N� PU�LlC WORKS �r=PARTM°_NI"S FOP. SALISH INN IAdP'tz.t)VFMEi�:S W=STEP,LY OF 1'riE SifF, ?N= CITY' vF ANACORTES SEbYER C�.PhR��v+t��T R�G�UIREM��TS OF CITY OF ANACCRTES �h'ATt-R DFPA.R�NCP�T FOR TNF WAic,Kl_Nt_ EY�ENSf�7N5 SrRVINv^ IHiS ?ROJECi. ANC1 RECJUIREMf_NTS Of- IHF_ APp�IC,t�.BLE L'TIkiTY �Q�.1PA�lIES PROV;OING SFRVICES T� TNIS PROJEi;7. C' )i _ ,F THLRE A!?L AtdY CDN�=LC�S Ih �2EQl,I�tLMEN�S, TH� MOSf STF2INGCI�:� o*1A�� A=�!'I.Y UNLES5 OLi,CRWS� APRR�Vc� BY THE ENGiNEFR. ?. CiiRING TI-Ic COI,RS° 0� T�+�S PRQ�t"' -.;-'E CONTRACTOR IS RFSF'GtJSIBLF fOR �� - - - i- r o � - t IV �OC,.DIhA�.iNG .ANU COtiDUCiING PR�.,CNSTRiiCTfQN MEETINGS W.iH P. �cPRt_SEh:�. E FRCJP.f -fH't FC�L0�19NG AGENC�.ES =�R; ,4T A MINIMU�J, 7HE FOLLOWING CIVIL PHAS#�S OF WORK: ER�SION & SF�JIFAENT CONTR•�LS-Ci';l' OF ANACORTES PUBL!C WORKS SAN'�ARY SEW'�R SYSTEti1 CiiY 4F ANACORTES STO�N� �RAI^!P:>= LN Sil-E Gf�ADING, �iP��G �CiTY rJF ANACORTES AND FROJECt F��GiNEER �`l,8'�_'��C tM1'ATERUNE cXTGNSIOP!-C�TY OF .4NAC'JRTES WATER DEPART,I4EN? �, `. C G,FO i3O�JRDWAT�Cih Fl._L. U?;I_iTY CvP6PAN1�5 �GAD ��S�RhDE�. C�7�' Oi� ANACORTES °� ?ROJECi ENGIfvEER � _ ,,,, .� _ � T, _ ,,,,� -i, .�:^ ^,� ^RA.r� f„A JC.N C:ll' OF ANFl.,..R,ES Kv,aJ TCP �F -.iv15 _..i� .._A4E� .� J_ ANG CQP C & ?RGJEC? ENG-�.hF��_n RO�,D FIS�+AL CRUst{tG RO�K GRnDING ?RIOR T� ASPHAL'-CITY OF �!vACOf2�ES, r1NC PKC�EC? EN"�:'N�ER CvNCRF c C�;2B�GUCI�ER-C',TY OF ANACOR?ES PUSLIC WCSKS DEPAR��;ENT TEM?OR1a�Y UT!LITY ShIUT-�O�M^:S- +JTIL!?Y CO�vi?ANf AN� AeFEC?ED PROPEftI'IES F:NAL G�ADI�G &�ilc i;!.-A\;,�'r - GiY OF ANACORTFS PU9L'tC `,tiCRKS D�PAft:.MFtii Ei OVJNER `:OORDWATION lh,fl, A�JG'�.Iv:N� FROPEFtY OVJNFRS F�pR AI.L WORf< .ACTIV!7:FS F�R�JNTiNG TH�SE QF=S��iE PkOGERTlES. '�.2, iRA F�:i �'1h�5 �/U>i� HE h4AI�TA?dFp GN AL� ADJACENT ROADWAY�. NC �:ULi �41D�':-I RQ��` ::IOSI.h'cS WII_i_ Hr: At!_OWED. TO kCCOMMO[)4 F Ji���.;ITY �) r.. � Fi`. IivSTkLLATi0N5 `J+�TH!N -(HF RIGHI OF VJAY, , AK�`II+.L RQ4G �I.OSUR_S rVILi. BE t��_UW_., h� 1 ONLY iF APPRpVED BY THc CiTY OF P,�H�ORTES I�UELIC �Nv�RKS Ati� �IRE ��F,:RT�ME�TS. 44'I:'i-i ��C��-i PP.R�!AL C�O�l:2E, ANf: DURING ALL i,CNS�RUCTiON ACT"v'7iES, THE CONT'��R.^.T6R SHAt.I PREF�aR= APlD �`iOVID� A-(�ZAF�IC CON'iRCr.. ?vAN TO Tr;E CI1�Y 0� 0 ,"-,ivNCOR?ES PUfi�_IC iNORK� C��?HRTMENI.. ID`chT��'''�NG i=LAGGERS F�ND ?Ff1. Ot2ARY SIGN ���- F T� ): � F' K 03J--GO�NG NlvP,K P.C?IVITIES. ?HE R�G•.;�REM=NTS CF !ftAPFiC I.t..i.,t_LA� C'V_ J (:Cd�1�kOL SNALL 6E ,<1PPR !ED 9`.' T.'rE C!�' Ci A�dACORiES ��JB'_IC W^vRKS CLPARiUFiuT, F'ERTA1NIIvG TO FtAGGcRS AVp �iGHTS. ALL Tr�AF�;C CGNTROL PLANS SHA�' CON�ORA4 TG THE RE`v�JIRr;�tE^+T� QF THr CITY 0� ANACDR"�3 �U3_IC WORKS DEPARTN�NT AND THE �f05� RFCENT bERSI�` G� '1,�= UAtiUAL ON UNIFCRM �RAFFIC CO�+TR6- D:V!CES. REGAftD�E35 0� WfI�R= IriE C,ONSTRUCIiO±�' ACT�UiTY IS OCC�RRING �OR Tf-I'� �RO.iECT, 7HE �ONTRACTOP, k5 R�SFOP15[iLE �OR i�ROV101PiG ALL T�2A!=FIC CONTR(�L SiGNS AND FvkGC��S r�F ^ON�'RUCiIpIJ `1EFLCLtS =NTERING ANL' cXITING TWS PROJECT _.TE. �,^c . i i �� i..` "' i1' i �r - iS F 4GC4_RS MUST 8� l.��D �JFiiJG F�L �_R,C_,S 6'r� CCiNS,R..C,T�GN WITHIN T, _�iG�l � �� WAYS. 13. TtrE SURRCItN��iN� PRC'f �R:IES A.RF DEVELOGECI TN= CO�iTRACTOR MU�T '�ROVIDE At L FftOb ��.�ti5 TG PROPERLY AN� SA'rELY MANAGC THE �0'� TRUC?'�N P.C�IVI�.'IFS �Oft PEGPLE .����A' WALK Civ ADJO!N:NG ROfiDS. 6UR.NC FERIODS �t'HEPJ 40 i;ONS�rcI;C?ION 4CTIVi7!ES Art� CGCURING QVSIT:E, ALL TRF,VEL LAI�'ES SHALL F3E AVAILA.E�Lf FOR USF,.. 14. �i!RI�:^v- ALL P'�:AS[5 OF �ONaTP.UCTIQN, THE CONTf'tACTCR SHAI_L PROVDE DUST CCNfROL v�ASURFS TO "A�iU.iLE THE !t��?PAC�S ON �HE .ACJOI"JIP: r4 `'EKPES. li IS , , r � •F THE Ci;r4TRACivn'S DA�;..Y R�SPCN 18��..1 ?0 PRCVi!J= TH!S �'�hEASI,RE 1�7H�NEw_R �'Jf�tS;r1P,Y. �nE :IT'.' ''..�F A,NACO���r� PU't3GC 440iKS CEPAR?MENT RF.5�:2+IE TNE RIG?-iT ?0 BECUIk'E ADDiT101VAL DUST CONTROL MEASURES TO BE PROV[DED HY �'�-:E CGiVTZ�+,C�Ga<, ?T :'�J ADDI IO�AL LOST TO THIS CONTRAC'�.. TNE CC� RAC�OR I5 REaPONS�BLE FOR THE PRO�v1P7 CLEANE.IP OF ALL DEBRfS TRANSPvRTED �RON �H!S SITE. 1 �. 7i-tE CC.`:TRHCTOR SfiALL COtdr I Y W�i ALL � CC?,L STA'F, AN9 =ECE�RAL f2EGUlATIONS CONCERNING ?=IE GIS�USA'� uF MtiTERINLS REMOVED F�OM ?I-IiS �RO.?_'CT SfTE, AL� ASPI-SAL-, CQNCR�TE, S'RUC?URFS NATIVE, AND NCi�-i747VE GEBRIS REMOV'tD `r"F<GM TI-I�S SIT�t_ �FiA�_L BE UISPCSED I��i A LCGA�I_Y APPROVED D!SPOSAL Slil_ G6lAINED f3Y -3WC CON?RACTOP,. '(H� +;ONTP,AGfOR IS R�SPON519iE �OR ALL FF_ES kSSi.CIATE� N9r-; TtiE DISPOSAL OF ?AATER�ALS, REGARDL�:S C`-� NATt1P,E, FkGM iHIS PftOJECT �ITE. 16_ �,iV ADC!TION TO NOT',FY;�� [�i`1' OF ,NAC01<�ES FOtZ ANY TEFd?CRARY OR PA:<�IAL. - _ ' � ^� � RO?.D G JSURE��, !iiE CONTRACT�JR sS A�SC1 RES�(�NSiBLt FOR NOal�l',NG A�L kDJ�.N�NG F�EStDLIdCES nNi� B'vS:M1I� SSi.S NPIT'rIIN THE V€CiNIIY OF 1NIS PROJEC� T6 INF-0�.'M '-HEM DF CONS'TF2UCTI�N AC?IVITi�S A'vG v�`H_N A.CCESS T� THIS AREA MAY EE LI!�iTEJ. �����F;E Cv"iTftAC�OR !S RESPONSEBLE f GR ?=RFOR4!NG 7^+FSE SIT�� IM='ROVEh"E"J�S :'4 SUCH A VJAY AS TO r'JOT SGNIF:C6NTLY Ifvl'�A�.� �fHE OFERAT;ON Or AN'Y ADJOWkNC BL�W.�SS� � CR RESIDENC�=S. C- (� � . � .r-V I T�HE CONTRAC'CR SHAL''�� :�-� RrORM Al_L SITE IPdPROV"tMENfS IN �U.,H A 4',A�,JN-:. �3S TJ TJ 1: ". COf�LNC�A� I_� ALI_0'+V TH�. AGJOIN'NG RFSIU'�N ES ���. �E AE3�."TY TO GRIV� ON ALL AD�Ai;ENT RCP.CMlAYS. Ai NO TiMt SHALL A'J ' R6AL"iJRY BE TOTALLY CLOSFD TO PUBLIC 'tRAFFIC. iZ THF CONTRHCTOR SHALL USE E�UIPMENT TNkT IS v^PERATING EPFICIENTLY. MANY OF (Hr. U?ILITY INSf.�L1ATI0NS A�E AT A VEf2Y SMALL SLOPE, �iHERtfORE, A.� lA�"tR E'<l:l�.'4dt_tJT 5HP.LL HA�iE BFEN RFCENTLY CAt_I[3RP.T.E✓ ANG FiEI_p CHECKED FOR ACCU,�.'ACY. NO F_QUIPMcNI Si1A�t 3� ALLnWED Otd�ITE THP.T LFAKS F�UIDS. A�� A�L TIMr.S DURING sHF Cf7i�RSE GF iHS FROJ�C �'h!�i_ CGNTRACT��R HAL!.. HAV� SP LL - - - � � a. � v � i' - � �' �IPpdEN i JHAI..t. HE PARKED C� �A�J Ur� EC�UIP�,tEP�T .AN�� MA�.E�2iA:....� RFJ:D.L. AVAJ+BLt. C.�� ,,., - IV A!J A2FA lH°��i IN lHE :.V�NT r SPI'�l S�'Fl_L OCC)UR, T!�E SPIL� WII_l. Br t..,N1�.41N=�r AN i NC F"�U�D�' Nil�i._ FAVE 7NE: �OT�EtJ��IAL TC� cNT�R ANY iJF THr' OFFSITE 6�ND ONSI7� t7RAIN,+�GE. SYST[US. C%h J+ CA!�Y f3�SIS, i7�iF CO�-fP,ACTOR Sfi�;__ IUS�t;Ci ALL EC]l,l 'vIE.N? ANu ?;?GVIUE A�; NrCFSSf�RY hhAi�ITENANCE CF jAI�J E�lU�P"f�Elv'. R,S tiEEDED TiJ �? NIMIZE il-L I'�f�tislAL FOf2 F.NY SPI�i_S OR LEAKiNG OF �LUIDa. GLEARING AND £KCAVATIQN '18. A GEOTF_CHi�ICAL INVEST:GHTICN .4ND ':�ARIQUS REF'O�l'S AND fi�E�4nS Hfi'�E BEEN PR.��,REL FCP. THIS P'nOJEC7 gY CEC7:EST Vr'Ivt�ERS. T+1E CONTRAC70R IS RE�PO'�S�BLE FOR Ot3TA11iiJG AN�I RE'•iIEVdING A COPY 0� 7H�j GEvTF.�Hi�iCAl. INiORMA�iGN PRIOfr TO �O�vS�RUC��`IODI. TH C�i�'?R.4CTOR :S REaFUN51[3L� F0� IM.'-JEDirA?ECY CCJNTACT7NG THE OWNER AND ENGWE�h'. 1= SITE CONDIitGNS IiV�ICAIE l!�cTAFiLE CR NOhd-UMFO:'<!J 501� CO^1DIT'ONS- 19. II� NA�URAL, UhJCISTUREED, SU�SGRA�-[ CONDITIONS AR� IDEN'.:FICD Ol!HIIvG :FE COURS� Or �HIS �h'ORK -r1AT R���-RtS ADCITIONAL EXCAVATICN, "HE CO�:RACfOR SF�IAi_L NOiiP! Tr.E CNG^1[�I�: REGn'.2C!P!S TNE tNC4���ERED CONDl�10!v`. AS tii�'�C;FD HY T!;E - T� _ �. � :. � a 1 N+� x Av�r;ora ,. EN��iN�ER AND OIJNER. T,�L C:;•N'?.4C10R S'riAL� , �RFORM ..DDI 10 Fl�,.. +... C � r-� i ^ n , �. ' _ .i ��r � o - N�. t�E. ' J..I D - < <. � = P%cISNS GF .E <C�F _ REMCV[ S:i�, 7'-El.DI\G, �+. OftGANIC �d.+.�RIFl.�_� �lITRIN TH�_ � ' '� FF^T� 'tJ.PRCVEMeidTS. WH�RE N�C�SSAF.Y, EXCHVAIiON S�IA�L EE CiU>IiE ANi 0 .�I�E -� � � �:,� PERFOP,M�Eb 'C I?EMGVY_ VtGE A1;ON, TdpS01L, DEBRIS, EEM�'ANT a�R�3CTUR�,, ��...,AN�C ��: � � ,_� _ �,�_ ..ti Y 1�1PA T ��A�F�RIAiS, ANL P,!vY Q_�IER DEL, R�OtJS ��,1�_k:nL .r.P.i MAY �� RiM_� TALL �. C S�'S!': `c:X:-AVRfIOP: G`R FOUNDA?'ON SU".''CI',i� FOR �i'rIE: Pi2QPOSED IMPROVtP1rN?S. � .- STRIi'PFD MAT�F�IA_S E`sHAL� NOT Bt USED, NOR MIXED, 441'(H ANY GRANL'U"+R �.�f.•,iERIALS �0 °E USED AS S1ftUCTURH!_ FILL `J�'I?�HI��+ UllL.ifY TRENCHES OR ?ROPOSEG ROA�SNAY I!�!PRCi� MEN' S. NA?i�iE MAT:=R!ALS i+Rc UNACC�PTAB=t AS S�RUCTURAL =1��: 'r.ND SFiA�L NOT �c US�D � � -' �,n- - �"�F-^ A� F��.L.L 'dtiTHIN FOR ANY IA4PROVEK��fvT EXCEPi rl+.r.l_ SUP,FACt. GRAGING AS SP�:.i I�� D �t�J� SCAGt Ai�d LOI� J�.R._f+.S, OU?SDE OF E�RIVELANtS. JU��S!(JF CF 7�,�.E RIC-:T 0�= 4`rAY, �UBJECT ?0 A,`r'D<0\'AL BY TH� OWNER'� R°�TAW�D S^� c c , a ����:�.:F CL'�Aid SAND MATER+ALS MAY E= USED AS iRENG-i �SACKF;LL. �„I. _NGIN . ., f�r�.�..._ NA V � CL�N hP,N� !;S ��ENCH BACGFILL SI-AL BE COM.PAC'EC T6 A t�AINIMUM OF �5 PcRCEN�. 20. AiL `.I.BGRADE CINdDIT:C)�S SHAL� B�_ PR'ePPPE`J AiUD COMi'AC�CO COM1�FGFM,I��C� TO N(5:���` SECT'.ON 2-06.3( ) AND 2 C163(21. r�iE SUHGRA�E CONDfT10M5 Sr?AL� 3t C04PACT=D Tn A �UIivIMUM OF 9b PERCtNi MAX;MiiM DRY Gi=NSlil' A? A U�IS'URE. CON7EN7 PL::S Ci? ,UiINJS 1_ PEP,C�TNi FF20M CPl'IMUPs. THE COVTRACTOR NAUST NFlVf_ ALL. SU[3GR'C�S AI TH� �0'�-t6lvt �f GRFlVE� 'NSPECIEQ Atil? i���tD 8Y OiNN`t.R�S RF?kIN�D SOILS CIvGIIvC_R AND ItiSPECTED E� THE Gt1' OF ANACOftTES. THE � - F I F� TF._ RF U REC CO�f',�A.GTOR SHAL.L PERr�,R6< ALL WORK N_CtSSARY TC ACNIEVE Q SU:�GR,46E C`J"�lDITIC`:�, !NC�iiDING PR0I=CIING THE �UBGRAD� fR0`d �Y�CESSiVE -� ��- MO�STURE, ANCi COND!TIONING TN� NATIVr SUBGRADE iv REA40VE MOIST�r.r.. t-� v 3 T$�E 1�'�It�OP`�+tE�T CF 1�H:S FRC�JE�+ 4c�L�fftE:S THE COCiTF2ACTOR CL��_�, COJRDINATE LiTIL1�IY APi� RQADW�AY Itii?RO �c:MENTS WITH C€TY CF ANACOF.TE�, ,-� „v L;,L�. � COMFAMES, AND OT'r.ER L'!SCIFLW�S LdJGi.V`tD 'rV�TH TFI{S PROdECT. THF: CONTRAGTOR IS „ �c�S�ON ��.3LE f'OR THO,40UGNLY ft=di:.t'JI�vG FAChd CO�iPONENT OF h'9RK ON THE (,I.IL ?i_�.NS F+ND CC�JRDIFiATiPiG �41T�i ?H� vVti\ER, ENGIP�E�::R, AN^v 7FiE CI'Y CF ANACO"��S rOf: AN" +'.�ucS�lONS eR CL4tt(fICATIQP;S Gf� 4VeRK BEFORE COMMENGNG. c. �OtdS'PUCiION S�C4K;NG FOft TH!5 PRCJEC� SNA�_L GE ?ERFORME� 3Y A UCENSEJ - >> - r - �. � c� I'- ' i i � � H- ,)NLRfl.i Fi ._ � i-� . T Ll [3Y :HE GNh�_R. T C t,C . 0 U+ND UKl ..OK, COOn��NATEU ANJ R_ A ED ��r�-PQ'v�l�'.F FOR COORDINAIItJG H��L F�SPFCIS OF ���NSIR'�'CT40hJ SI�AKING 449�H IFiE S.)RVEYC;t .: Re.STFlKING OF ANY FREVI-�USLY STAKED ITEMS 4'vILL BE: ;'AID BY �CHE Pd� --,-in, ��-. ��; i 4� C;' '�" tiTRACTOR. AT. 7t,:E: Q��F�?� 0� 01SNtR. AP.Y f.k..�...i<,iW rilL._ BE R.I.. F_t2 8Y .H� ..0 _ � - � ...,. �T ,F r iFl� CONSTRUC�iGR �'"n'0�.-,SS, TH� wViP.ACTUR SHAI.L PROV(D�. TO T-It ��04\,..ri, - - �i� � - . .fi�(INC- � -�F . - CONSTRUC�tION S SURIEYOR, A�0 F`tJGiNc_R, A�ETAIL�D LIST AND SCHEDULt 0� ITEMS. �:.r -�.F - .�.� nr -H�..c pRO.iECT Tfi;- CONIRACTOR Sf1AL� �.1AI'.�:TA;N F,:.C;UR.r',�E 5. GURI�„ ,'r_ t;OUkS� .� . - c, F A. f�"6!:iLTj Or UTI�ITI`5 IN�TALLEG; EXISTING U-f_ITIES ENC^vUME4(.D �iC�.'ilfi(}_ �j �__. J ��. - ? r . c•� -+r - , - n - "cT.�(` ��N; IiJCfUD.N.. `-��IR L.�?�H, S'ZE, �,N.: 'v15fF.-�l.t�.=; AND Ek�._,IN� COND'SIONS NG. ..QN�S WITti -�.40SE I`�EtdTIFIEQ ON T:�E PlANS. ALL ASBUILT INFORMATION SHALL 5E MAlhd'iAl�i"cD _ , �, , � ,� i �R H�UiLT W'� Rh�AT9h S,+nLL BE IN A. CLEi+R, LEGiB��, COI.fPREHENJiHI_t ORDE . 0 C�LAR_Y WRITTEN ON A CLEAN 5�=i OF COMSTRUC IOA1 Pi.�.NS ANC PF��VIL?_I; TG l HE: cNGWtfR -�FON il-iE PROJECT'S C04i�. LEIiCN. 'HE F�SBUILT P�NS .�r'rPP.iZ�J �f TFI6. E:NGIN4ER, SF=Ai.L �E SU�MIiTEL AND APPft`�VtG BY CIT" OF ANA,CO-�2iE5 PU31-� '1X)RKS D�PARTMFN7. _ _ . ,,. - - - ^ � r^ c i i ,F 6 =XIS���1M1dG UTILITIES HAVE BEEu IpEViIrIEJ U�IP,G TNE A�A��.AB�_ U�I I� � RF_�vRO�, ?REVIOGS C���GN DOCUME�7S, ?:NO .^, �OPOGP,4PN�C SU,RVtY GF TFIE SUR=.SCE �UND �GN� '�tii':HiN TH� SJBJ�=C'� P£2CJP�RTY ANU TH� ABI;"-fING FC��iTiOi�S OF 3011{ S?RF.ET P.ND "�" AVENUE. ?HE `OPOG�AP!iIC SURVI=Y G�r THIS SIfE AN✓ TH't. ABUTTING R?ADW:4YS HAS BEEN PROVIJ'cp HY HERRIGSiAD ENGINEFRING & SURVEY OF RNACORTES: 1NASHINGTON A1� (350; 299-�804. _ i _ T�r � P. I rl ' ��.�:' i ' . ' ITI LQCA�tJ -.0 ` �'I� . F R iiAV.IvG Fl�L FXIS7NG l;!I� ES T:-i: ��h7RAC1GR ._ :2ES�� � 5_�.E. � i. _ PRIOR T;i ANY CCNSTRUCT'•.CN. THE CONTP.I�,CTOR SHALL CC1P1?ACT T-IE O�iE-CA't� UTI�ITY ry , i f V D ll {�. . � ��a<. • P"+ T ANY W�k .i' N:-^�t � TVrO WORKiNG OA�S x.OR 0 � �T s ui i+��u,� v. _OCATE SE...,CF. T�E CONSRk�T^�R ��S lLSC ��=S�OhS!3L� :�0� P,ETP.:NihJG 4 PRIVA-E UTILITY I_CCATE.' I _ SERVICE �0 IDENiIFY ANY EXIST�tiG ��TI;_iTIES QEYOND 7H'r LI"hIT� OF iHE PU6CiC F' �c � u T U 71NG FR�M i..f5 - S �0 T�;F EXIS ING 11J�ITIES RE.. L P.I 4-iT5--OF��- `Nr"�Y. DA'✓�AGt G - - - - � ��=i r c•� ' n �. II ' . `( AS t'. - I F Y''.' F .. .?'f UPAN '� . �ri � NTftA.C:OR OR T;'F .,. _ CC `, I N_�nALL 6_ REFAFt_., B. _ CO .,;1N.. . RJ.. I 0 REQU,4��, AT TI-IF CONiRACTGR'S LXPE�SE A�3 RL� � ROSSING'S Q� NEW UT'I.'��IES '�'i7N _ ': c� � C u ,c , tXIS'i^:., ., ..L:�'�z:5 lr'� �YI�1�NG UTU'Y 5�Iq'._L. 3_ ;,CRIZONATAi_�Y AND �.._RiICALI_� A�BCi�' PR:vR ?0 COMhSENCIhG CONS��RCTIO��i ICd THA'� HRFA kND� 7HE ENGNFER l,l-!ALL PE PJCTIFI�D OF PC�iENTIA� CGti�LICTS. 8_ GEDiERAL CGtiDITIONS HA4'E BEEN INDICA(�D OP! TH6 PtANS F�R 'riE K��MOVAL 01 � - E r , Y r - T. '_ aR P 51 �D EXiJTu�G MA�E�t�fAi_j A�iD STRUGTJf2hS N.:.CESSA'2. .0 ACCO��hMCGAiE r1t , Q 0 IMPR�dEYEt`'S. T�E LIPAITS U� Tr':S 4YORK ARe". i=OR USE �Y THE C:OiJ�RAC70R I!? PREPFlP,ING A CCS'• FOR HIS PRCJECL :-iCih VER, THF CO�TRACiOR 'S RESPJh',IG_E "FOk THOf�OUGf���'� ;hv`.��-�.�-'EC,i�I�G ?i-;E ENliNF PRv.I::CT 51"E A:d.^i AS�ER�AINING �-1E t.NTIRE I_IUI7 O(� A�'�_ t4JRK Ti-iA� WILL Bc Iv-CrE�S�l�� TO PROV;DE lHE PRf3P�JSED �"dr'ROVEME�iS !N A CQMPL�ED, ACCE�+TP.B�� CONCI�tGt�, �O ENE SAT�SFACT7JN C€�� TNE OWNF��, ENGiNiER, Ok'NcRS R�"h`'iP1EC Sf)1='S CNC�NEER .HE CI?Y ;F ANAf.OR�:t-.S UEPARI7�EN�S, A�J� UiILiiY C��FAN[E5 INVCi.VED NI14 THt COP�}57�4#�(ON Cf` TH`cSE srre� rrGro���ar�Nrs. TH= CC.�P.iiL?CrGR iS RESGOtiS�[3L�: FGk �'RES':_RV;IvG ANi) PRQ?EC7Nv AL� E�E4!�V��S THAT ARE TG RE41A�N_ CAYA6=[J CONJi:iONS h1U��7 BF.: PROMP?�Y REPAI�E[7 BY iHv CON7ftP.C'CR TC �HE SATL.FAC�'�ON 0; ?HF A55CC'��G+7?�D OWNER. 9. T�4E CONTRACTOR SKAU_ f'R�V�I7E GA[LY EFFL�RTS i0 KEEP THE SITE IN A NEAI APJG ORDEfi'LY C;'ikClilON TO T�I�.. SA?ISFAC!''�Ofd OF THE 0'11�;LR, r.NGWEFk, AND THE CI(Y OF .SNACGR �S ?IiBUC WDRKS tI,EPAfiTMENT. 7NE CQNTS'Ai;iOR IS rr: - ^o^' c ;�� " 'H D �� i � v � 4VF,5 E REGl;13CD :�� FROVIDF r.,�VISIO�S ti�C_SSAft TO ��VtN�i DEBRIS FROM �s .NG TE. V C V � u, � •. �c R ' P� I ��n c R 'V: `J i�-� ' T. S, Ji Ci : RO _R� 0 A, Y�T IJ AGJACEV 'U Nr .. 1� .�v�0 ANY C� A..+.�� S � � � _ . r. ni I i. v ��. 'i ;t I I . I c c t - . . PR ITE �T IS dP _Rt�`.�t i H T l,N`J . FP�� .�.� 6JECT S. '�T 2M .: _t�. i �-iRC�� U 0 V i � A ( i ^ U C d r^ oG P F'v DEBRI F.Q� � 3 V. K V '� -2 T�., ..�IE: JLT Q CDN`PAC � .. 'JG�CE E`.' K EHS.� E, _ � 0 �' t`AG� -. � 'i ' 'i a,t �. . I�:�I A!vU OF< N_M � t � :Y ��f�i .E E20PFR�Y U7C ^� A 1 PGFt�.ON �F� nA G S i JvAS!,CD I�;`� SYS'EV4 INiP4G�V_IJ-NTS. =F'� (,ON7�vT�R SN�LL TAKE HL� PP.�CAI. Oti5 T� FRE�lENT iv � � R VlkSN Pl'A-�RS FROAd DAAE��;NG A\, G��S�Tc .ROPE,.+IES. �- - G G , - c ri - ��,� � 7 �. R_ r I TY R��NO ; 4VA P SIONS .0 PR�V�NT � R � T�� HAL�_ PiwVICL A_l. ROVI tH_-. C�NT<�,C 0. S n . i i � � � �� �•-�..r` Iv � . T �. l7ri 5, PRuPOSED STOkM1.� 5(S � . �J�N OF THF EX,_TNt, OR R' �.FR,��.� � P..R F JM � --v n � r y r'�? . �21. .,WPI��:, Ei. Ol �ERS. O G ?0. THE 51?E COPJTRACTOR SHA�L 6E RES-"'ONSIBi.F f-pR IMPI�MENTItiG EROSIGN AND ScDiM�ti�A'ION CON?ROL <,EQI:IR�MENT5 lil Q)�F"ORMANCE W!Ttl ,S17Y OF A?iACORTFS AND - � - z� - I �.; , r - '�OR S a ; r� >���r�� coNT�ac l.ASNINGTOA S�FlTL GE. ARTPAt,Q-. 0� ECO�OGY RE(„JIRE.41E.v15. T E, r cr � : �r r r t _ r- ;, � �. , t 'l . t"� � C, � li. hS UO`TOft;NC 0, i- i N F �OSIC,.� COi. R,.L .,OfvJ 0 RES�^vNSIE__ . Q, �NSPE..T 0 0 _ _ STORN:WAT.ER RUNOFF CONvlTIOfJS, UJC'=KLY WS�'t"C710PI =2EPOR`fS, NONTHLY RtPORT1PlG iQ `� - i< NFA' �""CuRRENCE :NSPECTICN R=�'OR" �OP`� ALL Rc`'Ok�S AN�� NCTE:S ?0 CI"Y, ,_.c.� . Ai �. ., xp -6!-;vTl'�G C't'.ANG�=S/IM�RCVENti�f� �MAIN-[NANCE O� AL� 1k05!v.'d COP:TROL. .4ND IA. LC. t. _ , / FACI��� I�"IF:. 1i. hl_i.. O�S:KU���.Ivh A(;�I`:�.Tf 5 SHAI�_ r3E. `:�:i�DUCTEC TO PRE`1ENi AIvY D�RTI�" RUN�_� V,rA:E�S F4ilu ENtERiNG iiPON OF4"S'Ti PP.OPERTIES. � - - c�, ,.,� i � - _, � . u� , i i ±JEG SIiBGRACE � i .1 �Alt�i.a !.i . IE D:.SIG � (,,. AT � � J V -t RFC`i ,. k J1i�:Uh S A � BC. 2 E � � � �i i `1 nR PARE� AS c � tiF.L'�_ B� E Fd` I� �Jt3i>RA� E S .' ,- c i � M OF R � i L. . V i�h , r r'. �: B) 0 Pi , .� I r� r M1, � 'S � IST AT THE �ES E� � 'I�I rJR C.� ANIC CC'VDITION_ EX � �t- 5 F Y:t,_L C SPc� I 71 F 0 �� � � n- � � F . EXPOj� f!P,�d SU3(�KA,,> E�_C.�:AiIC�N, 4�v1 .JhA� _XCAlAf(;ti PdJSf 3E PER.ORMED '0 NOA `�..:_LOINa NON-ORGANi!u, SJ�Gt`iADE C�NC�?T1GNS. ALL. OVER-FXCAVATiON WORK N,UST B't BROUGNT TO T!'.E E'vGNt�u'S A'vJ Q44kER'S rrTENT:ON ANC P.PPRGVED BY TNE GYlNLR PP,I-��? TO ?HE ��!v'RkC-'.Ot2 PEKFORM1,t�N� THE F�'ORK. i I r �i, ;^T+ 1 ti0 OPEN � . I J3r2�N�' - �� : ^ f'N A., _VIT" S CCC , Fl RI�JDS tu4�N vJ C0ISTRU�.,TI �2. G Riti�. .__ - cn � u . [ i ` - � a i C �2. • � - �4 1 S A�.1 GE. .J� E_,.. �r AND TRENG S c c . �' I� O_N N.i��_ H�� E.� �Hr�L_ BE Lc� A�„CE�S B_�-. �;Mli� SiE"L PiJ�TES OR OTFIt-? GEV!C�S '�"lHICN PREVENT AtJY ACCFSS IN1U fHc. EXO?.VAT!ON- O��-HtR`Nbe., ALL OPE`; ROLt.S AND 7RENGHES SHALi_ BE BAC.nhI�LE��. ?3. `�-�1 CG'vii�.ACIG� IS GCS?ONSiF3LF �.��OR CL�_.AIRING �3RUSrl -"REFS. .ANG GTN�R - .--� : `F .0 vE. o�lA'��.iOV AS �"�iiT��:L' �iN �HE .'.�1N� N CJRDF.!. TO PRtPAftE tN_ SI�_ FG. Cn� _. _�;�,_. �n � �; r- r..... �i-.. i� � ',rh,r" -R�" t2E:MCV'AL PLA'd PR�PARE6 �OR �.�JSik,,..�ION. C.,P.LA�,.R.,�t 5.1.1L1 R_L�...N . ._ _t - „� � � �.. c �.��. :-: l. .40 f?SSU��C �,Oti't�7�MANCEi. JJ�iH �IFi!S Pt.1aN, CN-Su� BI;RNiNG �S NO! 'fli_. f f ..,�.0 AL�Ou�LC. �'I" COtiT�f�AC,1GR 'S RESYDNSIE ( � "OR AL� LOf ?IN� -�4UI_WG, APJD PRCP�R Or�SIiE DISPOSAL OF VE�t�Ai`�:C �v1r�il�R. T�I: uS�= OF ��-eIPFF-, VEGE'NT;ON IS f'ERM'SS:��'� �h THF TEh„�'.RARY �:kCS10R A��,) StDIMCN?ATIODI CCIvTROL FACIJTIES I�,SI:ALLE�i7, MA�'�TPIN�J, Hi�D OP;ftATEO SY iN�. CGfaiRAC�OR. 24. Sl�t;� i�AGE :;ONDfiICNS A�vl1 �'iA"' ��MA��RiAL CONDIfICNS NAT ARE RPPRC�, �% E;J` LA�Ef� FAIL TO !�CET c�"tr!;.ICATIOvS ��F �O FkC=`;SIVE T"Ft'=1G uNPF��e.C��tD - � - � � c. T� i F�2CM W�ATNcR, 02 UNJvF It�APACiS, P� �E�ERMIt��� 6Y �.1� ENC..NE�R, S�iALL ;iE REBU!Li�RECONSTRJCTEO E;' TH= CONTRAG:QR AT THE CON7RACTOR'S C.OST. 25. Ct��3:NG h.D_ CC:aRSt� `JF THIS ✓� 0���..���., . CCN7R?.C�lOR IS iG �PROVIDE AL� - i � •c �- � + �,-� - an '�� � � X�A`✓FlS�D �OSSIQLE Mt4�vS TO P2t.�;ei 57Ut.t�:++,,:�.1 Ft.OhA , �N�.NG 0A THE E. ., c �� r • c SUF3GftAD"c n'aD ON PLACED MaT. R�al_ _,JH.� �:.,C.�, aN� , RO;� CAUSdNG EXCESSNE r �- � � .. �c � .v„ - - r<.-. . .c 1 � iNC�I; E � �^.\ i- <:� d��E Si�RM R'JNGFr SHA_�. D. N" T F.2EV, �� , I, C _. � :AG,� i Ukt. PROVISIC 3 0 a� - �� i i ("d!�"-?S �i"�MP RARY J!T•CHh'JG ?'uMPS .4ND SILTFlifON �J! ,4�RE N�T MIT'-:-��:� fC, FLAS � C., ... , r. 0 , ., _ � �.-� E C i A C 1'^ I � HvR LC'H Y rI�:E4ED i f<'=" ��2 �� I-175 5. f .:kFll__ 6F T , 0 , l. PONDS. ..�_ .,1'ORA4WATFR t,i��i P �.�0 OM ,,� - i _ . � .n- n-... i�HROUGH ER�SiJN AfU� SiJ��:MC.JiAIIC� �Ji`Ji2�,�:� , K.OR �0 E�ti;VG (�ISCNARG�D I�Tp ANY "��EW OR EXIST1ti�G DRAINAGc �. F.�,IU''�Y ARrs'�.S PRO�Sf_CI FOFZ INFILTRA?IJN TRt�CHS- SHA!_� BE PRC?ECTED FROM EXCE�SI`:� TRy -.� ANU C�JM�'AC7iON. - , � �� Cr_ s � � '�. + ' - ' �3C G � ' . . F. AIL GON�TRUCiiG� PRACfi�c� A.v�.: ...._ �.fr.U�`�:,0+15 S�;h.L� F3E. ��R.ORiJED� �!`J 2, _ ?RO��C- IHc UNuERLI'ItiG SCi�S. � � v "'; 'v 'A�H R TREE �T�P,"�:�%S Ji2 ORC4NIC MFTGRIALS ARF REM4b'ED 27. P.T AN � LO A:,Q S E E FF.�M WI1H'.'�I �Hc IM�ERV�OI;S At�'? .,I i,��fY �:tr!CH AREAS, ��E CCNTRAC(OR S?;AI,L . ��n�� u� - ':! T �^� I v. ^, C T BACK'rl�._L TtiE L.I?lffS OF �:H� i..r!_�-�_X...x,aA �.C?v �IITH C�.M. ✓,C,TtD S.RUL'.URF�L FI_,_ MA.ER!A� u,S S'�=CIFI-� NAT.i��� �/A1��RIrL �I-'A�.i... NO'�� f3F USE[) AS BACKFIL.i. AI" A.NY LOCAP6N �E�_OV; OR W�7Hlf� THn E r�E" �)r i, E: !'�t0 OS�U iZIGk�IT-Of'-WAY, C{CEP': AS FItiA_ SU��AC� GR�DING AS SP. �,I� (.� F���. �v F"I',.L N'17biIN LGW LOT AR£AS. 2fl. DURING T�;E C�URSe; OF l�H:� �KC,JEC-'. !-. .,C;�'v7RACTOR IS ?ESPONSf�LE ,'OR i"' FI I:��� CLEAP: I�li�iVF -(CPSGiL PdAII.F"A:� T°J BE. ���D AS�1=INP.L�GRA�iNG 11^vAiNSI. 5 LC R L h� BACKS 0£= C1P.DS, Ah+D A: D°S-.���FS=f? :�-�'-.�,5 DI�;=CTED Q'( THF ON'NER STCf;KPILEG T0�503�.. ?O BE US[D �C2 Flh� A_P�G ,ki,a�l BE FREE �F R4CicS, S�I�KS, aNt� OEBRIS GREAIER THAf� T1h'0 IiJ� iL5 Iti F+ti: C�I"dF"�.;SUP<. THE CJNTRACTOR I� RESP^fdS184 E FDR S70CKPI=ING �0?SCIL ? i �� �C� �!ONS TH `h� W!�i NO? :Iv fERftUP? CONS'='RUC?tGiy ACTNIiIcS, APID rJ� Pi?`.;T_CTihG T�E TQPSOIL STOGKPIL� FF2QFf. CON�iAM!'vAT€ON ARD �A!URAl10PL � TOPSC;IL MATERL4� Shir� L BE GRAD� D a_� SPEC6�IED, ANp ST.ATIC ROLi ED �0 I'KOV;t�E FOR A�IG='.T��Y DEhSE ScIRrAC= �..P,'�7�Oh. . CXC a5 RLt�1Ali�ING NATIlE S^!�'" SH`r._L GC C�'ftDINAiEC 4VlTH `'-`sE VJJNER rOR THF_ PtA�f_���iT ANO GRADING vF EXCESS �L HN �.,T'VE SGILS UPON TH� SUBJECT L'JTS. .. � � • �� � ° 4.� �:...�.-.- � ��IV� � II_S B'%_�OMG CONTAMINATE� M+I:H IF CAl,SE� BY ,H6 GOPS�Z,aC;Q.. _ PRh,., .,E.�, !Af � 50 GRAn�ULAft PAn'iERIA.LS ANU OTH�h I��9RI� i'-;l: COii7ats�NnTED �iATNE SOILS Si-iAL� BE DEC'OSIi .� OFFSITE BY TNE GCN�F'tt�TCi?, AT THc COtiTRACTv^R'S _XPENSF A.N�i7 REF'l.p.CE�� WITH SUF� ICiEN i MAT_RIG.' S- - , .. .. : �, ,. � 29. A1 Ai l. �OCAT!C�IS V.HERt G�:.AGL v r�'��� �X��VATICN Cl. ��.;�i:V� S01�_.S RESU_TS W A_�U�;_G CONDITION STE�RER 1�AN '. _, T',E SJ�hACE SHA_L BE TRACKE� SQ FiS 70 r�.. _ n.� - n.r `�', - =ri. -,� P . � UN `SS R� P�RF'Eh�..,U.Ak TC THE DiR:_...i3ti OF a�0 E. �E. , <_FQt k .I�G�� PATTE � �*� ., c; T... � - :A, -¢¢ UN-Y LXPCSE'J 7C WE.+-!'�E? ��CK ��aS ,:�.h �IVE ..ORKING DAYS AND UNLE..� VvE� WlATF;ER CONv;TIGyS CXI��T vB A�t F:ti-�.I�r:.�E�. ALL SLOPED CONUITIONS STEEPER THAN '(17 5HALL f3E PROM;'T�Y C�VEkE� +tisL� ,";�t'vS� ST�::AW hdAL � AI; V:o?UR3�� SOIL COND;TIONS S�A�� _� ,�-F��EC Vr'I�(H ,ftF�SS. AS 9RECIF;ED. EXISTING UTiUTIES 30. 1�HfiRE ARE �dANY EXIS?ING �UTiJT1�5 -I-iA� i91LL BE GR055ED 'NtTH THE PROPOSED ItviPR6VE.A1�fJT5 ;-tEREi�i. =CR AI'� .:���='��-��V�'u1R0�LED J'IL!Ti=S SUCH AS STCRM . _ ., ,� � . ,�.. DRAINAGE F�N[� SAN;�ARY SE'NEr�, �:'�•'E CC�::RPCTOR MUST FI�R,zONTAL�Y A!vD `lERT:CA�a., AS�UILT Al.� EXkS�iNG Ui=,�i?IES 4^� .iIN �f-IE SUGP�4EN� OF THE PROP�SED . S�t)PE-CONTRQL�ED UT;UTY PRIOR T� �" � u;MiNG ANY CCNST�iU�TIGN. ?`iE �� GOv?RACTOR MUS? GB`.4�N THE �iv^�21�ONTAL �OCATION �ND VERTICFL ELEVAIION Of- iHE� t�_XISi�iNG U�ILiTY ANC CCM14PAP,[. '-0 Tf-I G �IS��!tU LV�PROVEMENT. COP:PLICTS BE�M�E`N � �- -„^ . -� �;. - o�nn •- � I > ..A � ^� i���. .. Y R UGHT T� TFI;. �r. � �'TI T� �...,,Si BE IMMED�ATEI. 8 0 �G . �.u. J..E� ,.TILiTI�S Ahlu �XIS,I:r� � ... _ - , . ,� c v FStu�fJEER'J �a: �E^iP.CJN SO F r�,��Gl_UTIOh ..A„ r�� r.�.,NIEV_�J ;N A T1MEL. MANNER. - �� � �- - -�- • � �.;c �:- �'�v . �rc . , :,:, . r:•:..�r..��- G.^"1 'R �i 3?. �kRJ��fI��Ji iH� COuRS� .r- �.H;S ..���_�.z, �A...G�., JiIL��. COMPAN:,�. 4YLU �_ IPJVOLVEU I+V 5'TE :MPROVEM_Dii� �vh< @C*..C3�+AL OF A UTILITY, ��DPOSED.UTILITY CROSSItiG, .4N� ?C URrct CGlvf'c.�T10•'dS ?�`� T4F PR^�POSEG WORK HER�IN ��Q �iHt` F�IShNG 1'ILlTIES. T-iE CCtti7�"�TC'R �S K�SFOhStBEE =0� C�GfiGINITI��(G. WITH =P.CH t�i�,l.l?Y CC'itlrAiV�' PR'G�c �0 l,C"dNl_P.CPJC SIT� +-�::IVITIES, AN� �..G"t.Dt1CTIf�G A C�rJ :;J7NA"..J'v �AcEi.NG ONSITE :�:.: H�r. 4?C?R._SEPiTATT!'E FFi.'OM EVEP,Y '� IL','1' r'OPlPANY_ 7"N��-. C0�liRACIpR ShIALi_ `�ERFJRM �XCA�'ftTION, 8AC<F'1_L, .AN7 W�RK�AS REQUIRED BY �'i� U71;..1`Y Ct7MPkt�liS FOR ilI-_ Ct)MPL� A'rV� r`�!NCTiONAL iNSTALLATION CF Er1CH � S�RV'.Ci:. ..Ofv:R.4CTOR TO CO�.��3NAr�;�_ ,� ,,� ItiPE 0�,- INSPECTIGN W1LL BE REG�RIEU � i'; t q � .,.2 cq '. - � 'fY By EXISITNG U':IL,�Y .;�'�,PF�=E.. .�t�c.�` .,_J.,_liv3 THcIR SPEC`FlC U(ILi .. 32 F- � COtiI ACTCR iS SU� Y R� S fJ� E! :��I< THE ?ROTECTIJN �OE� ���. EXISIING . 1.,�;LJ�IE�. A'�+Y �AMnCFE, �'I:'("' CC'N�;1��'�.S V�USI BE PR�MFTLY R�A!RED, W _ r n_ r. �. n � �., CON�URMAMCF: 4VITH UTfLiTY G�MP„IvY R�,���...� 1,'-_NTS,.AT THE COf�rR4CFORS iXr.ctv�t.. .;- ^ r T��� - i,.a.� ,+��. • c� ��i" R^V ENTS 191Li RE UIRE T:.:i� . R�� uS .��1� ..,:i�.L, � IMP � EM � TUN �F r�s� ...� _ C .,a .,JNS, 3..., v " c �, ��:� � �.,. . Ap � I :.(' � �: T . � ANY WQRK ��. �I i ay,,. PRICR TO PFP,FORti.ING 1 I T 6„ 0�2AR�L� 5E ., t, n T.i„�. SOME U IJ, ES E _ .� _ ht: i - :. S ��.:Rt-. iONTRAi,iOR MUSI CQGfiUIhA."-: VvITH ?HA: W��L WiE.ZJF�. .tvY E{;ST�,NG �ER� E ,. � � , � , �� ,� nr : :�Hor� �-r ev��.e�s HE_cnrto��c, "T: I:Y �CMPANY APa� ld_ ....Cx,l EC THE ASSOGIATED u L _ _ �, � � < _.: . v F r- � r,- . i'^ 1„ � P A`.i THc :cPdPCft?.R� U�"Lli( SHt..:�Crlh. l,ll i .�.,iC.JNRS h'UST B_ Ff2.ORh1EG D C i�i - .o ". -^S" '_Xi� INC :'�Si2il�v >�itV�_C IS M1NI�IiZED. _09R.,-NA�!E_�J S� I�1. ACT i0 � � r c 3 =�� - u ;� �F-� �- - �r'3:� r- 'IF -�� r.r �!" ANO GAS' THE CONTRACTOR . „4. : vk . pWf:, , �._��F'HONc, �N ., . F 3�. , MUST INDCP[NDEN7! Y COORDitJP, E �'liT'�:�i C� -t -'. �I:UT" COUF'AtiY REv^ARDING TREn4,h' C(�NDff�ONS AND REQUIRE!.4ENT5 6C���ifd� P�JU CCJLR �1.qTER;��S, CC�NDUIT ANC ROAE7 � "�-�^ i'�. � rn;{U7N �8"' 't49. ..'T�;;N B�DDEO AND C04fR�C WITH SIX CF�SING� ��!'��A_�Y, .� .,�,e. t INCHES OF ClE.4N SA'VC, PtiD "l�f �,E\ ..- 102 T�7R�E FEEf 0� CCt�DUIi �OVER IS - - - ,, v ,.. ��. . -�. ; „ ., � .;,F. .- :F��. U�il.li� ..J:+,?r�VIE..,. Ti;-: �CCa�,i.,Af,TOR SHALI GX�AbATE, GRA.._, . ACC,FP�'.AF�I c TC ., �N? PftOVtDE SACKf!LL P�7R A�.l Jl.J!.�S .�:li �7P,.,,�URE:�. z !: i � ¢ ' : �3�''�..���F r^.J OF�=S "F INF:RE J�f.i_I.. HE:. EXISTIM1G U1�.iJT!!:S�THAT . _,5, IY.Ty.N �HI�. P:�O.,EC J � . AR= TU BI_ ABatiD`JPlED :N rLP.C_. NO v' �: �-^!'�;=:0 COND'JII'S OR "IPF:S SHALI. :��_ LE�, AfJD AL� OPEIJ ENDEC ��- !-1ES -��"F P .: A�A^i�OPlEJ �US: 3�� ''t UG�E'� WITi-i� � , �r r- - , � i � (" � �.-��'�id ,4„A�DOiJ�O uTl_i�IES Sh:AiL�9E ASBUI�l` �Cfv R_i-' GftOU' h�ATE3.At 0, .,�FPEG � 7 _ - - �...- - ..i �c A'=i�. �I-}IS ItJa-ORMkTION PRC7V�.DED TD ;F�� PR�..,�CT ��ivGIN=F�2 A; TF�E CQMP�EFIQh fl� ���it5 PROJtCT_ � ER0510N AND SEDIMENTATlON CONTRflLS 36. THE CCMTRACTOR I$ RFjFCI�''`,li. - FOR '.�ti°�;�k,Mi+3G ?`J ALL [R051G�'xd'AND � SF�JIMEP�LtiI ON CC�N'iRO� r�.��CrL r2�`viL.i�75 h,� Ctv: THG CI1' OF ANACORTES AND AS � . CtJNiAGd�U �A� �H� G14iL PL4lvS Hrr:cliJ �-1'-� CQNTRA�TOR �;)S,T 1NSFECT ALL EROSI4N � r �c c- . �. : �,P � �.a � :- i � ��3 tiC'e AN � SHALI. .. GRA�E c,0'V'�RC-L DE'JICc� �U IN� AN ,.�f. �A f' IiJFA__ �CCU. A - tY L . C .' '1 7r 1/'. . � .. T � P� F ssNr�r ic �HFv._n, n�Y ¢. f : N i.Nil,� Cl i,:.NT� r15 NtC_ .M �\! A_l ..2C,S.0 i P � ��� e p L' _ �, ^ � i . `F" - 7" i T h � C. �ry t � P , ��N (�_ IACILI.iES R.. 2. C �\ " ti r�` F,S.I.1� AVC RC 0__� f�R , A � N;1� P F 301�t � T RI D .. Lt,\ E � ^- i -r-=', � F r. �! �S "' F ,�fA ��ItvG C. .S,�e f . A'vv . RO'J I . ., 37. i I'E :;OM RrtCTOR MUc PERFCf�h' r+L.l ; v: eS-RU+'TI7N A TIV�T,ES IN SUCht A i � C PhANNER fQ �R�VI�C .,�� RUPJ�r � SA1Fk� . k� N�iY .^,R SEu�MEIv. ANW DE8R1., ,r 7�6 SEfiLE vUT OF ��NO�F Nlt�i�kS, '�I�) .. �"H�A� F�..4V1NG 2NTC fiV� '�XISTING OR PRC)"GSC7 .^,4A.hAGE F'A�'�LT". . � i n �c r t . � p '� � r ,' I)Cl�l� NS h�Ek� I, A PCARS . I T� r P�S -^ � I 0 II i f2 (-ABRI(, i_�(, S� 38. �c - �-c - .-�� r . c ti . _ •"-'R � Nt ,tF ,� �v T �2��.vIOJl+ ���- D�E3RIS � 0 4J1 f 17 E.. >l.-Z l(:�Ai f� )\.. X STURLiWA "�t EXI'INC TIE S1:f31 "�� °RC� :lY. �f��_ :JN�'�nAC`ORIS RESf'OtSSiE�LE FQ� �� TH= INS'.A:.IJ1ilON, C� FANING, ���.P!.r�CE�..^.'EN = NECESSARY, ANf) MAINTr.NANCE OF Ht.iE.R FABRIC SlLf �ENCE AS NECES:ARY TC �CCW.,.,`t_Y C�iNTRO�. Al.� �$UR. ACF IZUN�f`F P"ftC)t�A : c e^c - '�. " ^ rzn F. f o � ) .. Nl�., J_aEL,. .At:��:. r!�: � �o. ERr a�� r� -��o.i � 39. THc C6NTKACTGR IS RESPQNSiELE �OR '�NSPE;:TID:� THE PROJEfiT S�7t� AND � � C�ERMii�iNG LOGA?i4'vS !4°HERF S»C�`�1Vv^. �_? �b'4`! EXIT ?F�,E: SUBJ�C7 PROPERTY Ah+D FLO�NJ ON!C ADJA.CEN` P.REAS. � S��_�� 1�� L�_��.,A7.pN5. ? t C�NTRACTGR lJ:US'. 1[vSTALL ; I�TER Ffit�ft;C FENCE TC A'�J I�� l �1E RE"�16�A� OF �c8R15�. FR'JM ST�RMN'f?T€�� �� EX�iING -HE SU3JEC? PRCFERTY. CONS'�FJJ�TUN A.CTPJI'"IES SH�LL �NQ' BE A�LOWED TO C�'.USE ANY :0\4C�N <A'E:`: ft.,hd:�F 'A'A FR� C1(.^. A.;J^v NiNG ?R�PERTt��S.� OR R:GI-iT CF WAY ARFAS. SQ. AFTcti STE Mi0?K IS COM1dPLc -J AND S� -.. Oi� CONC?IOtJS ARE STABiIIZEC, T!-SE � � -. , - � i i � � 'd n 7- r TI"� R. IG�� CCN7ROL I MS A� D ALL ,1 nh �:.Ph OS u0 JTRAC.Or� SF.a,LL F. U AC[,I�MULv-ED DEBR'S UN71 � I:� Pr'RG� Ra.ELY SThf3( .ZE� PS DEiERMINED f-Sl �-;E (,I7`:' OF ANACDttT��i Pl,tiJ.. VJO` K `_=Ai TMtl��T, THE QNT,S�ACTOR .FS ��� ���� RESFOhlSIuLF F�R ?.�L EROS�G� 4id�) 5. �dc �?'�SICti CQNTRCt FACI%IiiES. � Ravnik & A,.ssociates, Inc. �. _ _ __ _ _- - ---- -- _ CIVIL ENGI�EERING & LAND-USE PLANNING f 1C33 LINDAMOOD LANEIP.O. BOX 361 / BU�LINGTON, WA 98233 f ��� �H: (360) 7Q7-2048 FAX: (36Q) 707-2216 � --, SHEET DESCRIPTiON: � . ` • 41 .'tNITHW NEW CA'."CH BASINS AS TNEY ARE INSTALLED AP#p AN`.! EXIST3NG CA7CH GEniI,XTiI.E. FASRIC PL.,'�GED WIiHIN THE.iNfILTRATI0N�I�RE;VGHtS SHALL CONFGR\h T4. �. c,� �T SP� (�. G" iA E�5 �FRDM �vVSC07 SEGTlON 8--3. THF fABRIC SF-�ALL� HAVE . �� . �:.: �.� r�r �=F M THE PRGJEC? ARE,4 TH= C�R�RACTOif GLA . C PROJJCT O, 8L BA��.V lH�T MAY �iECLI�_ S.CRM ftUNO FRO , .... , -T i � +� ^ ' �� * � PECiNE GRATES. I;�iE �OtiTRAGTfJR� qP; tt� - �NT OPEN SIZF EGUAL TO T.HE� � 70 U.S �SiEVE�SiZ�. lNSTALIATION OF T.HIS. � . .� SHAL�_ INS�A__ FI�T��? FABRI�., SACKS JNPEf2 TH� RES ( PAR_ � 7 1 ! J 1 o � � P.AiiJ , � NG 7HE TOP 6F ALL D . Nf G MAINTENANC� f�ND RE: ,A.,EMENT OF F,L�CR �ABRIC PRODUCT ShtAL� 8E GPJ Tt,E S�DES AN� O/ERLAPPI IS RFSPJN�IBLE fOR C�EA N. .. - - n F � - � � �� � �r � GV�R �� i ��TEM�. ,: � - � e R 0� Q �� A:.,N SY_ �€" _RED� P I R IN I_3R T •c�� `W R TO 8�_ .i�TF . W,ih �H�S PRC+JECT�S F SAC.r�_, AS �v�CESSARY TO CONT;NUA��Y ALLOW �TGR�d ATE ROCK--FIL;_ED TRENC}iES ASS6CIATED C . c� a � ?�� .. � -� r. N T �SS � HAN. - V RLA. 6 L -,� '� �RiC SY,ALL 0 E . � [Nl�Ef21NG l Ht DRAINAGE SYSTEM. TI I_ iCP QF TNE� DR�11N ROCI<, THE , dLTER � AB . . . � N W; TH, OkVE-NALF TREi3C D „ - �� � . ..� �_ ,- ��. �. . ... . .. . . . .. . �r a i � TQR� IS � -0N � RA�, 4t. U?ON COtv�PLELON� OF IH� PRQJECT �!vPROVEM_NTS, �rit C . . � - <• � � � M � PIPES ANO I,TING STCft ' AN EX _ RESFCfvSIBLc �OR �THOROUGHLY CLFJ�\NING OU; �'tL NEW D � - ST� RM STRUC�>.URES INCLJCiNG CATCN @ASINS. PLaP T PAVING � AS_�CIATCQ . � .. i�,� . .. � . . .Ti.' T C . . . s�. . .�..�, . � � � . . �� G ACfIVI11FS ARE C�IvSPLt�� �HE� CONTRACTOft I�� .a c �- r«: � � � -��HNICAL i?v�JESF�GAT�ON� SHAU...... .. ?3. AS SOON r1S . AhTICULAR GRA�IN � 54. NQT ,dIX A�PHA•_i� . oP,hA AS SPEGIFIEG � IN -T`,sE GCOTEC RESPONSIBLE r`DR PROVIDtNG A MIXTUR: OF GRASS StCD. �ERTiLIZ;.:R, Ai�D� MULCH TC ... �� � CGNI�.SR?J, TG WSDfJT��5ECT10� 5�-C4. RLL �:ONSIi� AS?HALT PLACEMENT SHALL CONFORM . i" - � � E�� � l�! �R I� � o � - ��a - F�' � .. . . - PP .E� SEF� A'vD P'ERT L ZE 5 - - i � T� '�AT_R�P.lS � S. NAN � A l. � � � . . , NT, F H� � ` T R 501�.� � R� � Nt S C + I'9NG THE DiS V BEa . I I S aN:; �HE FQJI _ . AS,SIST IN STA6?�� R� ��hALtiT� F�THE� CV� , LAN. .. } _ ](, f..QUIRE _ � 4 , __ � . _.. ,�, . .. .� Tl �= .. N.. !� ._ . .. .., . . �� .1 � �r • , C . c �- �r �ie i I AR-. �P�P �(��..VL CT,.�RN.SE, � o � \ CN_I�r r,.,PMALT � � - . , � PR(7V, tiVG 7HE 1vEAiHE.k C.,NpIT ONS E 5 v. . , . r , �. � N � ��.P. �AfvD. `JWNER �SHAL� AP?RC � A�� .. AC(.F_P.AV3�_ U .iESTWG .�OM-ANY.� T�iE ENGI EE . .. -_ , r. „ o� � . .. � . ., . .�: . . � i�. . �- � . . PHALT 1MPR01 �!�Eh f5 HYDROSEr_OINU �H.��.L BF .�.RiORh4ED. IMPR(7VEMtNTS. .GiTY OF AivACORTES SWALL RPPRCJE ANY�AS . . _ . . . � .� � . �; t. � � � � .. � Y WITHI ��� XI�T�NG AND PR�PQSE6 PbBLIG ;�.GHT-0F.VJ.A.. . N T, E E S � P . � - - - - " �,T AN bVIT;-�.IN �I-'.E AOJOINING . . �. ". N�TRUtJIIfiN iM. ROV�.MFNiS ARt Rr"QUIRED C'� _. E, . D q �� � , -�� �- "� ��� !' -- - N� 1H ` AVCNL�6 RIGHI Oe WA.Y AS � 7 � a, i' . .. � 3�.�, �lfttc. =.,8�.t, RIGW �F WAY A f, E�Q ALL A;pH:� . LL HE COM.A(,TE�J TO A MINI41���t GF NIN=1Y-TVJO PERCEN� OF .. - - - _ _ _. _;,. L aHA � _ . ... _ . _ . : , . . .. � ,.. �� .- ,,, � :. . . . � _, .. � � _. . �� . . � � . .. i c i . UIKA -�Z �u Rc.�PCNS.3l.r •Uf2 b1AllviA:N,�G �� . . . . .DEN7iF�kl) C�'� TM� C�V=L P_AhS. 7HE. LC, C, i^i€� (+,ICE� �:t�E�SiTY� ANt7 ��TLSTED �.QR GOIvSPA�,TION BY THE� C6NTRACTOR S REI�AaNED � . _ .. .. � . ��:�-_ i - 'rRTi't� IN SUCH� A PAAfJN�r2. THA' A SIG!v?hICANTr . . . . ... . iHtSE. 0,\ S1fE. MND v. r S1E PROPt � �-� � � -����� . �, �� - ' ����,� R U �G�N'RACTOR PERFCIRMIN� TNE � .. . _ � MATEI i LS� TESiiNG�� FIft'� A�C�� tHE CONiRAC 6 S S B. .. i. i c- � A S 'Y - - 51��-I_ADt\CG STORM RUhO�. r W'A�ERS �f0 E�T�R . IV � .... RAIN�AL_ EVcNT 4Y1LL NOT CAUSE ,:F 'il N 7HAi IS PkP,TICUtAR WORK. TNERE IS NO AD�iTIONAL PAYMENT rGR ASPFI�lLi C0� A(. 0 ?OR?!pN DF .AN F.XISTING Cr� NEW QRAWAGe �SYSTEM, v4'IT!-10U- t3EING A,�='ROPRIATELY . ��GREAfEn 7HA���92%.� �� � f�.iLTERED AtiG C�'LANGC- � THE PkOJEGT SiiE SHA�L 13L �.1;,!tiAGtD ANG h4AIN�.:AIhEO S� . . .. - i ' NT" XpER1ENCcD IN �CITY OF ... . - - � � - .. �T NO 6AMAuLS�OCCUR��ROM NOR'dA� RAWFA�L EV�, a E .� i� ��-• FkFNS �H� r THE t0."JTRACTLR iS RESPONSlCi�E FpR. EiECOMItiG. PAMILAR A��t1;fN�., t�'.�'�VI'_. . ANACOR.ES. �7HA� 'Prt�2C :�OPJt FGR� +f-4E PROJECT: =h+.c CC�N��RA:.3f.1R MJSI F'ERh.�.,M AN C74�-5fi�E .. . . . . . �. , � .. ,. . . �- i ' .. �� '" � � �'T��� �� 4V'TH T�If_�� OVlN�ER S R�iAI�iED CQMFhCTiON-TE�TING F.RM, . _ ,� _ �. - � ,.,� �.,t3:3a RUCTION ME� ING . .. . ' , r , � F� �PONS Pl E • R I R..S ng. �HROUGNc7itT �!HE CGUfiSE OF THE € rcCJ_.C., .HE CONTRA�.� S �. -. Q. ,.- � e- - i �- � �� I O.. , „- ; ,- r_ 4 ,-; ... �- ;-� E "�� ctiW\EER, CITY Ot FlNACCRTES, AN� THE ASPHA_� , AV.�J� CON7RA., CR, PR OR F . FOR �iAVING Th�. A�JOIN:NG ROA�WAY SWLF, L D,..13R�S S 1kANSPUr?T._(? . R�M fHE _. �� v P� > �'7 RMINE ANY AC�DI?IONA�. SPECifIC ftEQU;RE!dEti7S CR CONCERNS. � .. . �" . A W Y. �� IE ROAD`NF,YS MUSf BE �iHQI<OL�HL. kS N�,LT I AVi�G, Tp DE E . .. PROJEC�I� SITc ON?0 THE� ApJO�NI�u RQ D A Th- - - - v � r T AS?S:ALT � � � � � Tiv r r �.asi E - o r+� � � a- - �' c F � v ' N_�. . . F.X('R::SSkG F3. T:'tE Es`;GiME_.R AN� C3WNER RELA E ^� .�' 3 AS : CSSIBI_E ANU Ti-I�N �a.A.,H..f7 OR ACU.1 F .. R V AS M1J..H �_C�ft S . . r�. . 5'JJEP7 TU c,d+J E . - �' � �. �,� 5 ... . r�- �^ � TF' r�- RGH'f OE' WA� ASPNA�i iMPrtJ _�i/,�ENT.. .. - �M . I Y OF� ANAi:OR._S 'JR I . . -- �: IMPRCV_MC�17s� FRO . „T .. . i . _ � i , ^,� R S '�1 NT-COl�,RQL DEVI.,FS.�MiiJ': 6� YN F , . ... . . Nrd�ft VER ROAO VJASH�NG A.CilV1T3ES ��W. ,_EDI E PLACE 70 TRAP SIL� AND DEBRIS FROU BEiNG VS'ASHE� INTO liiE pRA'NAGE � SYS7Eti1 F;;�D �� �� �� �� � ��� ^T'R MALL °ROTcCT ALL�PROPERTIES FROt�S � � � � � � � UPC� RGJCIf11NG .�OPERTIES.� THE C�J�TRA., � S . .. � BEING DA�.RAGED AND iPdoACTE� BY WASH NJATER. . . � . . � � .. � . . . . . . . � � . . . . ;: x�� ... �E s : _ n � �� ��.. � ; � - . ��: � . � . 5�. P��ROUS A�GREG��E CC�,�IT,ON5 N.THIN� TNE��ASPIIhLT� PAlWG, TNAi AR� NQT _ . CU�iSISCENI W3(H THE AVERAvE ASPHALT �AVWG SURFACE (�R AR� UVFlCCfPTABLE T0� .�.��-� � � � GRAVEL AND PROCES�ED MATERWLS TH�.i���4 IN ��� N�N-R pR CiTM OP A[+:ACORTES, �SHALL BE P,E�AIRED GR �G EE,O C. :"- - c - r. RtCt�lv�� l F AT h0 ApDfiONAi. CLST 7C ?HE CONT#�ACT. IF PGRTIC"�5 CP TFIE � S?fi�L•.UHFlL �-�ILL, AS NE_OEC TO COMi"�.t.iE `v'RADW., CC�NDI:�iONS ANi:: AS . RJC7_D _ _ . . 4E� r� e v � - � -" I" APJ� itf��RJli)US SJftFACES, �:iALI_ ASP�1A!.T SUP.FACc 1+ftE TGO OPPN AND PORuUS, ?HE FNTIRF i:SPHA�-.�: SUr2�ACF� SHALL . � NE..ESSAkY 171.HIN �iHE PROPOSE� UTP_.��'Y ?RFN.,hE� , - � � - , .r� " �; - � `� - ' Y PHE ENGIh�Ee:.R �JR OV.'NcR A7 NO A;;D�3�1C7PiAi.. � � � - i --F c r- q_ . a Bt r JG SFA,_.�v AS i)IREC�I ED 3. . , �-� �� -' °'"'' iON ., 03.. . ,). . F�_Cil,C�.uCN IN W,aDQT S_G . V�" ORRC,W S �� . , 1" i,i ^KA �L. B COti'r"i)RM 0 E. v � . �a-.. ,.., . i o : :+ ��t CfihtitAr7 ANGUfti,. � �"� + ` � E3Ci.NT MAX::�A...d A?SY � . ,A -RI4tL. SHAL� NOT ..t.�TA�N MORE 1"HA 5 . . GRAV"t._L. BJRROW M Tf� .. -" ! �A S! ��G ":"HE N0. � 200 SIEVc.. IF IN iHE OPINION Oh `{H`� � FNGlNEcR; CWNER; � , . � .. � .... � !JA7._� AL f' S i� . . .. � . ._ ��. . �. .:. . ,,-,.:;. . �.,_., _ . _. � , i N �� Y .AW �JT P�CL. DEPFH TO . ... . c > ��x� � � ALI.: t113.��::ING� �_IfGtS� 9F .tXISTING ASPHALT SHAi,. BE E�.TL S G' ... � _ c _ • � -. .. � � t P � 4 r0 CQ�,AIV . . A�� RiA F� � a I M E L CITY Or ANACGR!E-. 7HE IMP4RlF� STfd,C.URAL 1..,.. OR .,.. .._ � �_ . .. _ . : � ... ..� . , � . � ._ .�,,. i . SAWM PSPflALT � .. . .. ... , � � . ���� �� � .,-- : .�� . . ... o s-. . F� ASPNr? i I�,., ROVEMEN S .. ���T� . > ROWt).. A.N�AT� �aTA6l_E, _OG_� FpR .HE RE4h N 5 P RC�NT OF MATERIAt� PASS�,NG fhtk NO�. 200 SIEVE, VR G�E.s 0 MORE THA E - � r �� � c� r _ � c � . AL� BE � P . AV=L SN .. T UC ION 0. R � S ' RES ULT CF TF �L �ON , R T -r - �'r E`.S � B OK P: A A .T,. C . THtiC ��� R -� - n r �� :. t- ^ Tr2AC�OR S�AL.L F'ROVIDE` h . . R= IR_D GRACATi�h .H_ �pN . F . -THE . _ U . A. PkAR TD .,ON;=ORM ,v Q . . � � . � . _ .. �. ,. . ' � --� , . � AW t' �IM EDlA?ELY PRIOR ':'0 ASPHALT Pt�'�3fJG. A=L. SAWC�T FAGES ... . , .. � f,. i . S. C �T AND��. REMOVED . M � ... RADATION ANA�YS!S A+ NO ADOIT9�Ni��_ ��!AR6E TO TH_ Ul'1hER. . . . � - G . . . . . .� . � . .�.. . p ,.. r., -: �� . . � �� u, ; � .... . .. .. . ���AND �tHE�FACr .�F ABUTT�N^v�STRUCTUftES���SHALL�BE TMOROUGHLY .,�A._C WITa1�ASPi�4� PR10vi TO C�NSTRUCTION,�THE C(JNTRACTvR MUST PROVIGE A�NEW GRADA(�4N��ANAl.75iS� �� �?A�K COAT UAT�=RiflL PRIOR T0� ASPHAL�. PAViNG. � � � . . �N � Y iS �S "[0 SF . . . . 7� T.'�S A AL S P E . ti ,1N0 PROC7GR�OP ?HE�uRAVEL MATEftIAL T3 ?3c IU OR. C� _ - � � UP6N � MPL�lC1N OF�A!_L ASPHALT WC3RK, rHE COIVTRAC30R SHALL IMPdED�ATFLY;.AND .. ... . F p ..� v�i' . � vo A.pR� . :�OR REVI_W A . P�VI TQ � i HE � OWNER'S REiAWED SOILS ENGINFER - . RO D�D � � � . � I - A � LCGSE AND TRkCKED ASPHALT �cBRiS�. FAiLU2E . TNO�iOUGI-ILY, CLEAN TFVS S T_ 0� .l . . �r. to� � r i Pt HR � .. . - � � . C04.� _ETE THIS�. iMORK NITFIIN TV�O CALE D , . .. ;'�,� : � , ���; F �� �THE...O��RAETOR� T0� PERFORM AND . . T 0�^,'NE2 WI3 _ RETPdN P£RS�JNN�� 70 PERFORM �QMF'ACTI'JN TES:i�G.-0F Uft�V__ . Il.l_ . NE ., �_ �- _ -. � . .. � -' � fiA �ING G3VES �THE OWNER� THE RiGHT TO HAVE 7y1S WORK . . _ .. �� : - , , 9AXS�� AFfLR EACH ��PHASE OF . V. . .. . . . . .. . . c �� •r� ; � n. �. . .r �OWN�.MA.IERf.iLS . . . . tv��F: D FIEREIN.� TH� CC^,TRA��:OR SHALL r.l�llt TF,JR . . . . MAi�RIR�S NS IDE . E - .. . 4 . ��n , � N C ,� r ��RA^�� R'S EXPE S � 0 T �,0 . - � ;, ��- , N �ONe: BY �7.1ERS, AT THE C N . ... � i� , n �. GV4UE A. ^.EN �RACAi�� . TEcT,hV CQUf A.�tY OBTAIN A NEW SAMFLt 0: GRAVEL ,?hf, P� . ... � � ... c^r . . . ... �v : T. � P OJ�... .. . HE Ft ANA��SIS AN,� PrcQCTOR.ANALXStS. FOR f�EVIEW ANL' AFfF�OVAt S� . ... . . . 3v. ' � � � � F . t ASPHAi�T �.?AYING AL.� SU€2�'ACE JOINTS BE'tWEEN EkiS`;.ING� . . . � � _ , � . � . , . _� ,. , � . U�PO C(7MPLEI��N�. 0 A L � . . - GWEER ;y.N`J THc 'JW;vER S �MAttRiALS TEST:NG �C.MPA?�Y. � . � . . �� � ANO� NEW� ASPHA�T SHkLL 8E. 7HQRL1t1Ghi�.Y SEpLCD ��WSTH H=.ST-APPI_IEC /�iRhOGO .4N17 . �� � . - - � - � � �� p Cl�l.a �BY �iHE ENGINt�R OR 01JNtR. .. . � . - . SANCI .GOAS'; �UNLESS iJTHEf2WISE S E t.E. . .. . . *�� � C ;'TA'lE S�pL� � �E. PROMPTLY � �2..i�iOVkG . .. . .. . . . UA"�R?A�S TN,4T ARE ,.ET_RMfNE� FO BE UNAC E 4s . c _ T� � � T .. . . . . � 1 . - P. . � IFf NA IT AND REPLAC'�D 4V�.'H �,P. RJPRIAT:. �+A��R,A�S A� NG .4DD 0 l _ _ FP.OM THE PRp.iECT S E r c� TF . - c� LEAN �E . �i R NA� L 7NSPECT AND C . i AGTC ��-IE .,QN R . . 5&. . P.FTEft� ALL� PA�.NG IS� �CMPL�_. � CHARGE TO THE CONTRACT. � ` �� .. .� . ��i:.lt?S C�= ALt_ � STRUCTtJRFS V.".TI-11M �THE� ATiiA �AVED TO i�fAK� SU�E �HE i IDS ARE . �. . � . . �� . . � . . � �:�.-:,� � - ,; . i �� � . . -��OAi=N�D. - r- : �� �� . 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HAc.L UaE �0 / � � � � . ... �. �(. , �� 1 � � l I ! f � f 1 . � _, :. � � ��. �T . f �. L r � ;. . . F �. ��T.�� .. . . ... ... . . T'�� . � . , r � . A Rit: �C GGVER. 4E � .. . . .. : . IIVG . B .. . T � NA'JE �.1E OUEKtA . Ay� . . ... -� TI N W�3 RE A�CUT�� MUS SC . . . . AT � A D S E , .. . .. � G � _ ' Qf1 . . �� , � , .. .. ��-� ... . . �� e r . '1��� .. ^ � � ��MIN3MUM OF FHREE� �EE? !� E�.CH UIRE..!IOh. . . . .. �UT 6,UST CVER'�P.P A . . . � � � 4 ._ . ... . . . . _ . . � . ..� � - . � � ; . � � . � ...� . � . . . . .. . ... .; ... c . i. � r, r r F ,, a � S-t41 3� ON� A . . . 52. , tACEMEN� 6F T.iF �ECaEX.II.._ .ABRI� �lt.E2� ,.C4U.RE6, J. _� . . .. --._ . _ , , � ...,. _. .. . � TH � CITY QF . 'M E , . . CC4RDANCE � VA . . - -. . . . . 7RUGTION � IN A .. . T�I � AQCEPT�C7 FtlR�COMS � i SHEE 5 i � . � � TNIS PtAN . � . � � .P-.�ftG �� ..N n�o ir.. r.c � �„ ,.;� � r�E:z_ �U9GRADF TNA1 NAS B@._i! EXCAJATE��, PREP�rt,_� AS.,CFt L�_C , . .. . . � _. . . . �, .. .. . OF '!t!E DESIGN Wii}i ;, ANAGQftTES {3RDINANCES ANO POLIGES. AC7lfAL CONFORMANCE _. . , _ _ _ . :,_ . , � rti . :. . � : � TI , �. . . . . a .0 Icl1. .�E.� � .. . :� � H FCRF�ftMED 4� i f A 2. S A�L ��BE N F THE , li f'OR A: PRGVAI.. , i.AC...M4 0 . . . . . .. � I TY . � THE PROFESS[ONAL ENGiNEERs WHOSE � . .. ANSIB Ll QP' � �_. �_ . ��.lH��-5 �� ESP . . _ . . _ , -. . . . _ �.. �-� . . _ .. . .. . . . .. ' �APPIJGABLE� LAN5 IS E OLE R . , , � ,� , E� . � ; c ?, �. h! :II� �A[3RIG q5� TiGi-li� . . . T.IG � .N �RD_R a0 �,.._ � . . M �NDE., UE C MAtvJ� ACfUf2ER � REC�M � t SMEET. AC UiRING. COMPLYlNG W1T#i, AND PROVIDING � . _ � NAME AND� STAMP APPEAR ON iH S Q . P K . . .C:-. .. �� � F��. i, ��,SSiBi.E. AL_ �A�RIC J01�lTS �MUST :,VeRLA. .A MiMMUU Of THCEC _� y1S pERMiTS ANO M�tJDAiES,. .. . S MIT1GAitON FOR ALL PEDERAL, STA'PE, COUNTY, AND LOCAL l.A , � � � � �� � � � . � . I G�BUT NOT L1Mi1ED TO THE ENdANGERF� SpEGES ACT, FEtiERAL WETLAND PE�ftMIT.. �. . � INCLUD N � z F^T I"� V�'HERE GVEREXCAVACiON IS NECESSAftY TO � . DERAL. Ft00D PLAIN � .�� � � 5,:. AT LCC.4TIOiuS WiTH;N THE PROJ_., 5 �c STATE DEPARTM€NT OF FlSHERIES AN6 HYQRAUIJCS PERMIT, FE � -� : � � � � � ��- � ��� ! �� 4 IR=CTED BY�.�THE SOILS � � . �. SYSlEM PERMIi IS iHE � � � i N� e?GftAO� ti1ATFRA_5 AND . S D. � .. �� pLL TpNT Dl CHARGE� ELIMINAiION Rt..�6V_ SOFz, Y.ELul. G, �SU , .. .�. PERMIT5,.� NATtONAL P U S ... . , - r,., ._ .- . � r _ �. i:c � ,�. .i- l � . . .. ��:r.; . . �r v F, CTEXTI�� FABRiC .CR � � �� ND Q ER����AND THEIR EN6INEER. THE�[5SUANCE QF E�..�,NEE92 T:i� CONTRAGOR�SHALL lf����_�Lc �Yp iA.ERS C �f ' RESPONSf81UTY�OF �'IHE DEYELOPER,.�LA WN . . � SOIL STAB�'tZA'TION �PER�.WSDGT �SEC7iGi�i 9��-�33: TABi.= 3.� Ti'1E GE�TEX.TI��E FAEiRI.^,. SHALL �� �� i}I�$ pERM1T SHALL�� NOT BE CONSTRUED AS�PR60F OF COMPtJANCE WITFi APPIICABLE . ?+ � k'� N HE B07TGM � AN� SiDES CP TH"c 0'dEREXCR�'ATED AREFl, ANJ SUA1��� � �� - . . LA1YS AND� PERMIT REQUIREMENTS. . BE .�P.C�D �6 G T � EXTEND BE':'GND `HE OVER EXCAVAT£G AREA A MINI!�UM I�ISTFNCE OF� f�IVE� FEFI�� 6NT0 � . '���, �� , . ;-- - � - � ' .. . - �� r �: n -yr��-� �IN . fHE vVER . .. � . ARG1S 4YHEt�E THE SUBGRr�GE CON�IilO�.S AR� .,R�. AND MUN ,_�C G . �; �Z�-'- //�� . . . _ - � � p. � �� .1�� C C.�% , �, � ,- �. . � �v '���RRO,� ... ," � � ... - r . RA E� ,. � � � �1. te.PP. �E� G N CO � . A1 �H �A CHA ICALLY . � �� Lc� I E � EXG AVA�ECJ ARcA SHA�� B� L ������ - - ; - „- � ,� r c VA71 N W'HERE TI-'E pftIMARY SNEET OF . . . � �"�=`" . ---� .. . ... -� . . . n�nTCr�ia_ .o r. C oEsic�Ea suecP.ao� _�E o CITY ENGINEER �ATE GEOTEX7!LE. ��ABRIC SHALL .DE �PLAGEC. � � � ... �. PLAN STATUS: t�YE R� F�THE�OATE, E ACCEPTED PRQJEGT IS T0 START WITHIN SCALE: AS SH05NN SHEET TITLE: SA�IsJH I1�i N DRAWING N�. DRAWN BY: D. REMSEN GHECKED BY: J. RAVNIK � DAiEc 10.i8.19 1$Q25,SPECS.dwg 907 30TH STREET JOB N0. �4R �soz� EK TERA ASARA, LLG SECTION 30 T. 35 N., R. 2 E., 'V�.M. SHEET NO. T��F1s ^ z r. I C n: c o.;. .4,_ . '7 : n� 4 r L . �CRET: aJRPA.. _ R' . �' v 0 �uRE3.. A,..� GUTI"ER� Sn;1L� BE 'JERY :�E,?7L. bh�OCMEG ,^,P�iD �RGE C> �cFC�SS COP:CF,ET£ ::r3ftlS. NCN-U �> "� �.cS AN ^i G- ^� c „; - i,.,.- �-r-• N, ORPh �JR� AC._. U N;"� rC - C' BROGI.iE:; �J. rP�„E�, .71�'� . i � r, �� .�- _ r�c, �E r,,,„tF , _ �. U�A .,,..P.,� I . B�E CL'NC�Z._ I IMPRCV=M�NTS ;'��FlLL BE PROMP''.��Y REMCVED BY THE i: NTR C � F�. - T 0 �,7JR AND RE. ..AC_� 0 THE SAii���ACiI�fJ ^r THE 0`tiNEl< AhdD EVG�NEER A�: NC AJ�i1'- NA T Ci)5?. , � � L CONTRAi; . 64. Ai AL� DR�VE7JAY' LOCATIOtJS, T!-iE CCNCR�E DRIVEWAY SEC7IGN SUAI L B F � - - � . �n�^ �. � � , ti;� E..,Hf :,..,HES T..,K R�I!�FO ^ 4 1�. N RCF✓ VIT� .IL�cP, .. . AES.,, =OUN�c.D OPJ .A ?2 INCH :HICK GRA`✓FL �OUNCNT�,CN. STORM DRAINAGE 65. TH� FO��GWIi��� uF't 'v!AT�RiA�S ARE APRRpVED ��Oit USE P.S STORLi OftA1NAGE PRODt1Cic f-pR ?Ht PF.'GPOSED Ih1�2CVE�.1� i� N�ru ��. v:. - CN �. 1 N�..,�EIE�� CH ,Pdfi '.YPF 0.._N, TH_ SF SHA�� EE US.D THROU NO,;��- i:.+C�; iN61ViDi.�.41_ ��OP,M1,'. SctVER SYSTEM B�i�NF!�.N SiF'UCi��RcS. I� A SP�CIrC 61A7ERiAL i5 -0EV��=1ED Cy T11E C�VIL PLAPIS, 0!± HcREIN, Ti-=,E CG�i?RACTCR SHP.� F�RvJiCi_ � nE INS�iAi.�f.TtON .4S NOT.ED. %.. RE':N�ORCE� :ONCR�iE �IF'c SHAL� C0�^ORtv? TO SECTI6N 9-05.3 AND SECTI(JN g.-n:J. c ' ��.� o � � c' r - - �r - i, _ l. :(t T 1 �c'��r. ,., r' „ STu ,:vl : �N : .l ^�� �.� .,.A_L �W,.,�tM .0 WSilOi S�:v_Ctd 9-05.12 ,�, Ft�..1Lv., T:-;E RE�::IRFNEtiTS Oi� AST?J :} 3034, SDR 35. RLL PVC PIPES :'';,a�� � �- GASK�£� JC-NTS uONNGCTED `ART� ItJ Ti i � �� HA., JEC OPJ P.�ICLD_"D FITiINi;S A�SC 'NITH G,aSKETS. l+i..l. P'✓i: PIPt SHA�I_ bE: SOLID WALL, NOT pR�Fll.'c NlALL. C. CORRJ�ATE� I-C�"�TH"L tvE PIPE (CPP} SrA! I HAVE A SM007H BP.RRFL i�TF-.-0�, COPPUGATtD EX"�cRIOR CC'V; �RMIIvG �q WSDC7 SEGTION 9-G520 ���!� �v1E:E�iNG T�i-E RE��.iIREjAENTS OF AA;HIO M-294. POtYF.�HYL'cNE PI�E THAT :S CORRUGAT�D i l t' . . C . ? f � �" I' P '1 � I \ - N � .�_ ..�. /trV!, JU� "� � t� '1 �� `I Sl�c �5 .I�„1 ACCEFTn�_E 4tilt :ti� .�,<Y .02TI1,14 OF :llla PRGJE.C-... AL�_ r •�� 'nc' 'i, - ����. _ i ?, . 3 - .- �.n i .j � + in : 4✓. �O.f TS �h.�Li EE F'.._�v.t,,,�, VJ,4TtR TiG�T CC�� ...�R� NITI- GASKEiS. t�„tv �A,.. fu. BAhf,S Th�t,: F�RE SECUR�D VJfTH POLY�HYLEN� TEE-S?RIPS Af2E UNACC�PTABLc. C. DUCIILE IBO�Q F PE SNA_L BE CL,4SS �0, CQNFCRMI:JU f� NljuOT SECT:ON �?-u5.73. `A' HV IRE: ON,I;E PRIV^��, iM?RG�'EME'NTS, D.1Crl�� IRGN :'iFc >:iALL �� USED ,�,� A�L .00ATIONS WHEftE iHE GEi'TH 01=� COVCR IS 15 INNCHES C7R �.L-rS_ 'NITHI�f THF � rFS: �; R!C � I 0� WAY IMPROVEUENTS, DUCTILE ;f�ON FIFE SN�LL 8�� USI_�J AT .4L� LOLAii3NS Vdi-+�!c� THE DEPTH DF CO�R IS 24-WCIi�S OR ' ESS. �. FERrO?A=�0. �' �R�"GAI-G, POLY't?r-Y"LENc PIPE iiAVING �.OkRUGr7:CNS 4UT�i'':� Nlii''1 A Stif007ri Iti:ER,OR �AP.REL SHALL B[ USEO IN 3rtAIRAGE TR�'JCkES A`� �C>TED Oti 1T:[ CIA�'��.� PLANS. THiS �!PE H ^r � �- i� q_-� �r,�� S ALL CONFQ:�;N TO 4VS��. �FCiICtv _ u�,._�i,. A�L �r"IP'�CIIONa SHF,LL Bc ACNIEV�D Pll?N THE HPPROFRiAiELY Sl�ED FIT-INGS hiJQ iiL'APTGRS COUFRii�� C�� TE[ S?.ME MAT-RIAL i?.S THE ?;pE:. P=RFORATcu ���. ?:P� nfiAr ALSO 8E US�D PROV!D!�1G THE �PERFORATlOiJS ARE F. 51_E THkm tVIL� N�` ALLO'N BAGK�I�L MATERIA�S TO MIGRATE IN7G �iHE PiPE. 66. A7 p�� ��C�T.�NS `v`JHEP.E PIF"c ENDS ARE EXP�jS:L� AI SYtiqLte, 61TCH iNLEfS AN�9 OU'LETS, ��� �i?ES SHA�� BE CUT tM1'iTH.P. 3:1 BEVELED ENG_ AT ALL L�CATI�tiS � ., � Nn�RE 5TORtd r PFS F!v'.�ER rft t.X!T (=�ROtJ HC �WA�E l7R f]I7CH, A�.�UARRY SPA�L SPIAH PAD SNALL B� CCNSTRUCTE� A5 PRF�JIpUSLY ��FFRcNCEG. THE SPLASH PAG SHP,LL BE S1'+A'r SHAPE� Tc� CONV�I 'NATER ,�ND Si+..�LL �1'�OT 6E AT AV' ELEYFl?i0N TSaAT Ii;�PECES F_OW. o%. AT ALL LOCAT4G\5 WHERE �TOR{v1 I'IP�S Ct^.NNFCT TO C�NCRE7"E STRUC?UP.E:>, TNc CONTRA.CTOR SHALt NEA� '' GROu� -FE INSIDE .4NG ;)UfSit�E OF THE ST�UCTiIRc TO TOT�� LY ��'JCO�! ASS T.'-:L �TCRM ?:I%E C0�'�y�CTIQi'V Gr'.`vl1TING b!ATE,RIA� Sri/'.�L BE N•�V��: R_NK, i�"1 R�:C-iYP� M.4T-���^.�L. TH�. �7NSTRIar�?IU'N Of' S'OR��1 PIPE CCh..:E.;+IONS �G l,P.iC!-i F3ASiN STRUCT:]EtE5 SHALL B`t. PERFORMF,`3 �N �I,�CH R WA� 71-tAT� IJU C'iC,,,Ni`, V�A: � v":i..i. ��K IN7� TH� _ �RUCTU�iE, "JGR WiLL Jv,A•LR L'r"A�( ��R�M =HE STRi.ClURE. THE C9NTRAC.70R HAS THE OPIICN OF USING RUB@cR�BGOTS bl4 O�iHER DEVCcS l�C HSS�II?� NO L.F.AfGiGE �J�CURS. AT ALL LOLAT�^�` S.vHF:Rr PVC �'�PE IS JSt6 A- CGNhEi:TICNS TO CONCP.E7E ST6;..�CiJRES, '-: Cv^:TRAC?QR StiFlLI 'N��A�L. A PVCjSAND COLLP.k' �ADA-'TFF: OR RUB9�k BGJT 4tJAF:OR �,V TH� CN� 0± iHE PVC P!PL IN Cft�cR TO PRCVI[.� A CLPr1N, GRC �".� WA�EkTIGRT CJNNECTIGN N�TrVI�EtJ THE .T6RM PIPE A�ef's Th1E CGNCRETE SfR:.:C?�RE. 68. liFV�l �Q+4P��1C7N 0� ALL aiTE iMi'RQVEhdkP!-5 TNL �vPJ�RAC7�?R Sr1RLL 7nORUl,GH_Y F_USH Ct,� ��_L �TOk*A �1FE5 10 R�MQV� ALL DE.BRIS. �EBRI� RE:MOV�.il FR�v! iiiE STCti:'�A S�ST�� h,� !S NO? '0 8� WAS�ED I\TG �H�= OOWNS'PF_At,•i CRAWAGE SYSTEM. THE CONTPAC�.^< IS ftt:5P0�;SBL� FOR THE APPRGPRI.4T�� GISPOSAI. GF AL� M;AT�;^x A S hE'..,(`i`�.'E� �?OU TNc S"ORM. �YSTEhJ Ci_E:.N�":G. � 6�. S'�-OP,M Ca-C� E,iS'�N STRUCTURES ;:ND THclft APPiJRTF.NAN`„"t5 SHA�L i;OisFORiA iC THE RE;�UfREMENTS OF CI7Y J�' :1PJACOR?ES PUH_:C VJORKDS �?:.PAR?MENT ANU 'YE ���_,:rd:NG :":5�7G'� STpN�ARD P�NS: T?'PE ! CATCH BH.SIN-S:'ANGA.^��C P�N 8-5.20-OG IYPE IL CATCH 3ASIfJ-57ANDP.RD PLAN a-5.40--00 SC�LIL ,'J+c?AL CGVER �OR yFlTCH EASIIJS-S=AtiDARO PLA!J B-3Q.70-pQ ,4ND B-:'.�.20 C^ ME?�L FK.AME AND �RATe SiANDARD PLAN B-�0.10-OG aND 8-30.St�--00 c;��cH �r,s;u naF i!-a�', so' �s� ir:�� srar��a�r� ��a^� �- � o.2o-ao MtSClilI�J�CGS ��IAIL.� GCR 7�AlNAG� STRUCT:JRES-STANi1ARD PLARi r'3-30.9t1-GC IF S.�BCe2l,�': C,GNt, i18NS F,P,t SG� BELOW PROPOSEQ v?RUCTURES, THE FJUVDFTIJ:V S� �AL.1. CiE OV�R-EX.CAVITE� TWO FE`c"? E3Ef.,OW 7HE Sl"RUCTUftE l+NC� 7fl Tnit�t f�i�r-i� bF"GtiD -tiE =E?IMETER t�vF OF� �-�'F SIKUCTUR� A.NL� FI��EC Yd!l�h-I ti7=i,HIl�.14�AL:_Y .,OU�N��TEG GUARRY S".4L_S T^v PROVIDE FOR A FIRM, QENSE, NOA "t�LGING SUGGRACE CCS�:DIIIGN. THE BO�Oi�A AND SIDES OF THE OVER "t;{CtaJl�TIOh Sk:A�L i3� L��:tiE[� 44''��!'r` G_i^."tEX'.1LE FABP,iC AS SFECIFIEJ :"�'?R Ti-iE ROAD SUBGR..D=. 7�J. AT_fliE GP�iD vr h�LL SIpR�4 S=VdcR ::?V�CES. TfiE COi:TRAC?G`R SFI.4L� W�tALL A MA'��CtR POST AS I�DIC/�7ED JN THE CIVIL PLA;JS. 7N- �4iARKcR �'CST SHAL_ r ?r i C n T r� I I� 't l I,�. 1 R...I-.A Y -) 1� � A I R- BE �J t . L� _UIdB F�A�N7L.L 1- I. h . S., E, �7 GrA lY iTtNC�L D W,T : L �E _ _ « � I ' (J ' BlA K' ���i�_K THE WC�t� �'I r� �-�.G�M A� 41�11+. A' liT�lt .n' MUSf _L I_ IE� TH� P..Ar,KER � � T � BE .CdS .+� LE� A��. i}ic SAM� :IME 5S ''HC �T:Li?Y_ 71. H: VARI3J5 �r'�:P�IONS VJ�1H;N THF STORM CRANAGE SY�TEMS, LL Hi' G..7 ASS�AFLLICS 4RE I�E:.il(-IEL�. CLEFi�1 C7Ui- ASS'FU�LIES SHkLL BE ItvS�?.LLED nf THE LOCATIOhS AtJO '_LEl�A`ICNS AS IDENTtFIE� Oti iHc C?VI't. P1AN. 'Jr'iTFiW LAND':CAPE� ARE/�S �HE -J' OF -;-!� G_EAV C Sri,S�L CJb1PRI�E� ITS CAP; S;:-::T F�LUSII v'JITH THE FINS�I_� i.F.Np�„APE GRADE. W;THIN '-iARD SU�FA�ED AREAS, +t,E ?�P OF -i��ft CLEAN OU7 CAP SHA�L 13E CON�AINED IVi���-iW P. ;;C51vCREC� OR R,LU'J1NUM ��G-�iGH�`� Eid(��� U�-��, WT- iH�� i.�AN CUT CAP SET W�.N.4 7HREE TO SIX WCH:ES S;�LONI THE E�!C�JSUR:S !I'�. AT F? I ��.;A;iGM1'S 'vVHERE TNE F'OG-TIGHT 'tNCLQSURE IS iNSTA�Lci:, I? Sn?LL 8:-� 4� FL'JSF; W!"iN TI-iE z:NISHED HA?u SiiRrAi;:::D GRADE � SANETARY SEYVER c n- o c � � r in•- �- �� � 7� _N �IiARY SE -� . C- � i ' , .Vv . PE �rf � . �C 2 � N" ` -C EE C.C.liO Nt � 0 w (i .. C, P� 9-' Z t 0 u J -- - � � � cr e I Mt�� \G ; i� • ' i 1 �� i HE I-� U K_ME� �S �^ .AST:4 D..0 i �. 4_��k ,.� ALI J��.N Sti4 6E ��L'��.. _L o � r i A�i P^ I�. �r 4 . G t D 5 u0T �`( _ �11Tn R,.33�R CAbr._T�. A�' b1.A�ERd+I S �.":[: ,..,.,,�vTF�UC .)tv a;�lA�z C[�NFORM TO 1lSD�J� St��iI��P� ;-OS AN� 7-77 RND RtQI.'�RENFNTS OF Tl-iE C�7Y QF ANACc�R?�S SEWcR DE:PAR7NEEJT. THE CIT;' �F k�rFlCt741�S SE�VER �EPARTMEfdT MUS, 8E CQhTA:;TED PRIG2 iC iHE SE'J'1ER ��NST:iL: ATION TO CvCR�':NAT� ��I� C�!`:''S iNSpEC��CN R[:GJIRt41EN?S. 7 - , r-' - - r� - � I'= `' l. C -c ' s �._ ��a,Rac;c� is R � � � � E .,IBL= FC R :�I�:'ALLIIJG A_ L COUPONEN.� Of- :�Hf�. SFiNI�HR'' SYS- M:�r. Si:CF' A tdA"dPJER AS �0 PREVFNT ANY GROJP:i:.VATE�Z �!`liRUSION. ;4 ?HE rt�N(RACTCR rIA!.L Cp\�DUCT AN Fl!F Fft�S U�'�- TiST 0* u1CH NEW I"i:�IV��I ;i� �n I Y C�. rF a �� -� �'. i. „ ; �- �J _ S.4,J AR �EA_R 6AIN b�.�'��EP� �HE �v4A�i-QLE P;^JD THE -�\i)� Of- fiP�. 7HE SANITAR" SEWtk �,p_ $HAL.L Bt Af% ?RF�j.J�E TE�TEIJ AT .4 FR�S5�.iRE �O�i�� l+7 4 c � � � - PS! lid EX��SS OF THE _ it�a��;;) .,„��p <A�LE t?E/,D CVER THE PIPE THi A:R PRESSURE TEST SHALL E'E PERFORMEfi FOR A`EN-MWU?E PERIO'J. DURINC= THE � , ,. � ,c � a �. � - - , �, .. Fr�E� �r�E `o �.oric , � E/..l.E �yAl��c IN AU�E. f-RF�SUR= S. A L ::CCV-:. THt CONi�'1( i0R t� 'i� SPON a3 c F(�)rt 4�STRAI^:ING P.�l_ PIFE FtvD�, il - AVOI.T�, n'NC SERV�C-_S iiU.�' UG ��niS T��;ING PtRlO�. TwIS TEST tJ�JjT 9E M�; aITG{Za ��3Y THE EtiGINE�R .vN6 TFr_ Cfi :. � 75. F .HE E---D� 01 .Al. S W�-.ARY S�'A�t�. SE:i'l�.Ct_�, ?r-iE CONTR:li.)i0R SHAI� I�:`i�Ft.L. A!;kF (,A 1H_ I'=�tJ � NiP� .a:`;U INSiALt- A MA�KER P�,")S�i. THE MA�3C�,:.R �`JS' SHAI.L. BE Ih;STf,�_LED VERI�,'�AL,_y "r`�uPdg pAIN1F1' `ry{��; � R - ^" - : i . _ � A TG, . Nu STcNGILED N,'!I"F' ���G_ 3..l�CF. LFT?ERS. THE 4NGR �E:Jv�.c." .AN i.�.. ) -FiH� n� ",� . T :P '� ^* T �t ( _ D t. ( E . 6�F�_ FRUM .F._ A,JA.,_.Pl FIi�.S�:! �; .a < � i - � , y ; ,,c � � - GRADE -iRE M.RV EK P3ST MJ�T 8� S�T Al THF TIMt 1"HE i��i�,i, .5 I�v.,lF�LU_D. -f � .. "r� n r.. - . 'r . ..- 76. Ai �iICA-It,�!� SNfi�R� -nOpDSED SEWEF2 LINES .,R..SS EXiS I��; �R PR9PGSED ^�: - 4VATEftLWES, THE =^TER�E.,.,:O�t OF 'Fie SrWEtt t'lPF AND THE WAicft PIrE SHALL BE AT A 1J:!�-PIFE _OCA�rIQ'V FOR `I�� �JC StWER >'';r'c- Ao WE_L AS THE UI1}-PIPE _OCATi�1f�; FpR GUCTeLC sRON �f�rAT�R P�PE A7 'HESF IN`ERSFC; IONS, k M�NiMUM ONE-FOCI 0'�� `f��;,fGA,L C� EG.RAfJGE �J=TNF6� :-'1E PIPE i'LALLS SF'F,i�! �� ACHtEVED. J7. ��A�iOUT A�S�tS;�L.E� �kl�-.�;iN ���NE �AN�TARY SE'NE4 SYSTEM S'r�ALL BE INSTALLED �+S 7-':E L CAT�,C'�+ .aNG F�E�i<! u^.NS iDEN71z:ED CN f-lE ::`!IL PLtiNS; AlvD AS NEGESS4RY T ^r, s : - F^^ ce - � s��� ; r T ' ,� . - .0 A�.,Ov'tiOCk;E �,�H �,�NlifaRY _�.FVER SERVLE �HE CONTF�ACTO:Z .� R�SPONSIBI(_ - " cr- , ir` - - - �� ��� z" _ :0;� ��_,I:tv� iN� ?OP ��F TFI� C�t,4N0:iT Aug[�,BLY 1NI�h�� ., 6" BELOW THE ��<CLQSURE ASSEM3 '�"S 'uD. �LEANGUT ASSEA4BUES cHALL CONFORM TO �VSDO7 SrAh�P?'�.�. GiJiN 3- 85.�'-� 00. THE P.EQOiREA4E^d?5 U'� TH� CIT'f OF AP:ACCY7ES S��V.': .:;�PA,G,?�G�JT C!�' C� AN�CCR`cc F:J43�:C N10F,K5 A?SD TH- `?r?AI !'R 'd �' t L._ � O I��D GN ':�Ht ,•• a: - ni,- �c c �-c „i�t.. PlANS ALL C��,N.,�.;: K_S�ML� �t T-�.41 ARE IhSTAL�tC WITHIN �-UrURE h.4RC� �JR�ACED A'��AS SJCN AS CP4VEl, CR.,S4�'�:) RDCK. 4SPHA! `. C�JNCi�. T�k�, OR HEp.V,� �nAF�IG A2.:,4S, �f-;A`__ BE CO��iA!NtD 'Y�'-HIN A CAST IRON OR ALU,NINJM �OC,-�Ilc � i� �SScV3L�". IhE FJG Il:t �ID P.SSEMS�Y SHA!L BE 51LEG .4GPRC�R!.4i1Y TC� I�LLOW REMOVAi.. OF `H� C,a� ON �;iE �OP PG4 :ON OF THE VERTICfi� CL�ANOt;T STP.NDPI?E A��c�J3�" ;,'l[ANOJ� ASSEhrd'�_iE5 WIThN :�VCSCAPE AREkS SHAL� F;AL't 'HEIR TC>' GP.P SET r �USH W;TH TH� FINISHtC LAVDSCAP= GR.4DE. �A�� 78. STRNDPR) �rE(,�:��CA-,ONS SH4LL 8E WaSF+IVG�ON STtiTc D�PARTMEN7 QF ,2�N5pJr�TA.I-JP! 7_��:3 �ANCR.Ri; SPECI iCA�.iONS �OR ROfi� ���kluGE, AN'J MUMCIrAL �'OVS,::I;CI!Oh. AP\4'ra vURREN: S?AtipA:ZDS ANO THE CI':Y OF AIvACOR�t:S N'.4TER D�F''.4RfMENT �E(�UIr,EMEPi-S. SPECIt�iC SPEvIRCATiOplS FR��a .`-f: C:ITY kRE PRC'�IICi��.� r''V ',HE CIJI� FiAtdS, AhJ S!-A�� B� C�RFOR'�AiD T0. WNE�t� Tr{�(�E�. �.S A DiSC�:_Pi.�VGY N 1He V'ATER SYS E+A S��CI-1�4TIONS H�REIN Rldv THOS� �R�Ad iH� ���T'" TH� MOSI STR�P:GEN"� SFIP,I_L AI P_Y .;!vL�.SS `JTHERVJ6Sc APPP,JVED esY" THc CN,L eI�+GWEI R AND TNE CITY nF .ANAC�RTLS- 79. COi�7RAGTCR IS RE;��ONS'B�_ F"OR REVIEWItvG l%?E CIIY REqIiIREME_NT5 THOF�IUGNLY �'R9R '?,} �v0.".?dFNCING tv�RK. SCI. P.iJY PER'AITS OF2 O�HER RE.�UIREMENTS THC,T WILL 9� NEEDEO TO C(�PdPLE7E THIS T i r - �co^ i ^ - . 1 0' � nc. PROJECi A�LL cE ;HE R�.,. ��v5lniLiTY OF THE CO'JTRACiOR A_NC�O,. �H� u�JELOPEF� 81_ A PRECO�S-RL'CTION CCNFEREDI�E MUST €3E SCH_DULED E`l THE CONT2A�7GR WI7H T�it �ilY PRIOft TG fGNSTRUCIION_ A' THE PRECO�'STRUCT.!GPi NiEETi,^.�G, THE CODi':RAC�OR M�ST PP.�'tD� A L!S7 Qf= HL� MATERIALS, WATErtLit3F WSTA_Ll+TiOiJ P.N� TE57!P!G SC�IEDUL �'�N'RF-�TOR`S �ICENS= AND L�THER INF��RkdRTION i:ND GERTI�1CAi�ONS 3�t;U�3=D PY CIT?' OF ANACORT-a E��lGINEEkiNG AND l�,'R?ER DEPP.RTMEPITS. I J ' f\r - 1 T�I F�. r,= I,iILI- ..�Aii0N5 td?RKED Oh ,F�S f�AAP ARF APPROY,I�AATE. THE CONTRACTOR �S ;0 VE�t�F; THc AC:t�A� LCCRifCN AND ��PTH OF P.LL SV.qTERL6'aE5 PR:GR TO CCNSTRUCTI6N. �HE O:tiF_-CA�i. UTi�i1' LOC4�E SERVIC� SHr,�� BG COV�AC'ED ^RIOR ?0 O�S�RUCTIGN AT 8't. 8;. 6E�ORE ��Nfv�Cl�ION 0 A�ti EX.Si�N� N'ti�ER MAIf' A�.i... NEW 1hr1TER ".inih4 AND k�PkiRE;. r'012:1Oti�' 0�� OR E+i ENS�ON TC FXISTIt�.�� M.a.INS SnA .� BE �J::4�.�,TELY CHLO�?IN.A�ED -i'IpRC51A-1�AL.'" PR=cS�RC ?ESTED. tiND t� SA�:Sk:1Ci0Ry L<ACTrPoG_Gt,'Cf�� 'ZtPORT Q��A�N�D. gAC�ERIA �AMF'�JNG A^:C T�STIti6 gHAL_ B;- i=���Ru'�._'� �jp i>+E 2�_!1U:2�N[NT� C^ CITY v�= At��qCGRiES 'A'AT�H L'�tPAR�TUENr ANti ?Ht SKfiGiT G)�'V'"Y HEA�TH DEPARTMENT. T�i�' CtQNTR4CT�R IS RESnOtiSIBLF_ FQR i.^,.QRDINATIiJF W:TF. T-i� _� JUr.ISL�!CTIONS ?0 OB"(AIiV 'PJi1iEP. SAM�'tING �EV C'tS, ,:�3L41Ni;lG THE VJATER �P.MPL�c� fi�S �rQUIRED Bl' 7HE ::iTY CF ANACORTtS WATEP, HPd�j �uBUC ':'iOF�SS lJFF'APfMt�vlS, ,ND SUB4!11-1tiG ALL. S.4MFLES FOR -FSfINi:. TNF CvPJ?R,AGQF: I� RE�?ONSIB_E -CR A�l. iLS��I'�]G =E�S. 84. 4;_l. Tli�-I�`S, ShIUTC�OVIN, FL'JSHING, P.ND FI�,�'H SAMPLES SHt�I_L ;3E COOKJ,NA`FD JrIT{-? THE C;I'„ T�C CJ'+�F?A�,TC� 5!AiL NOT OPcRAT� ANY VALVES 'NT�OJi CI�Y Af'PR6VAL- THE CON��nCTCY i5 RESPGhS�BL* FOR RETURNN� �F'F VALVES'0 TF!EII± FP,OFER �'��Sri�PJS, PS ^�JREvZ.D EiY THE Cll". &5- NJ CGh!N�GTION SNALt 5E MADE BETWE_A THE �XiSTfNG OIS7RIBUTIC�N SYSTEM ?+ND �N�= tiEW P��EL,^iE UNTIL THc NEW SYSTEM HAS BEEN PROPEftLY OISIN�t�aE� a,�D ALi 4i;A'= �Y F� USfitD. R Fr2Jf-ER �tASHINGTON S��'ATE APPRGVE:, REDUCED PRESSUkF c3T( �C`i.0 J.?cvE�"JT �ti ASSFMBU' SHAi_t �: _hJS�Ci LED l�i TtiE C0�lNECT-GN {gY WAY OF A JUMrtR�. �i,:E A:SE�AR.IY ,�t�iA�� t�IAVE Bc�N TESIED :rS Ri:`�IUIRt6 BY THf_ Clt`r F.Nt7 �ER W�CGI SEC`iiCN i- i!. t;,'� 2}�.i. 86. Tt^:.� �.ON�RaC�O�: !S KC.,'��tiSf3l'k "rOR i\?.:. GRA��EL TRF\CH BA�KFIL� 4VI�t.iiN Wti`tR�..INE T.�:�'VCi-+t� ANO R�STORFli;ON �f TH;: TR"tNCH CONC!T�ONS TV T4,•� tINISt-IID .^.�7NDI�i'.ON REQUiRE;?. 87. AF XNaUM :RFNG>I D �l . S.�1AL� 8= 48 �NCHES 6ELOw' FItiI5HE0 GRADE �EJA:ICN 4J �a MI?�IMUM COVEq OF 35 Ii�CHES O��R TOP 0� P!FC UNLtSS OTFIERVJI';E ��"'ECI�IED ON THE CIVIL FI�.N, AND „S NEC�SSARY TO 4V01� CON*"LICSS 4YIIH OTHEf�. I�iTi�S. 'r, M'�NIMU� �F 7-��OT VERTiCAL CLFJ+RANCE AtdD 5-FCC�7 HC��IZONTAL �,LEARRANCE BEf�NEEN 'h'ATER ?-PEL'•NE ANC ALL O�tiER U?IL;TIES UNLESS CTHEft;x���r JrE��LD WA?E� i�i%ELIN� =+GRiZONTAL A?JD VERTIGAL AL,GNMENTS PRc RE(?UIRE� 'G c�� SiP.�tES Cte P, PAAX6�f,UM 50-IMERVAL. JR GS f2EQUIRED EY TYE GTl'. Lv"APC;tiS `NHERF_ P�'��FOS�G iVA"ER�ItVES CRCSS ��ISiING OR PROP�`�_;, SE'Jr''tR �.NEo, T�r INT�RSECiIG'� Ot IHE WA-ER rr'!FE AND THE SEINER PIPE SHALL 2E AT A P11D-PIPE _OCATipN FOR �HE WATvR ?iPE AS V1ELL AS A h1'J a',rE iUCATI0t�1 FOR ?fl:= SEWER �iPE �? THESE PCINTS O� WTERSt::TfON, A M4NIFhUtd ^vF 12 IN�HES 4"ER�IC4_ �LEARA�V��: MCS. BE MAIiVTR!NE� BETINEcN WATt4 MAINS AN� �'=WER MPINS. BE. � CiiiIRAC`QR L; RFS�=CNSi��E ���OR A�L tk�AJATONS, INSTA�tt•,TIGN Of� _, i, ' _ -� :r � i P � T ?�. 'f �Jh.rSTIC S ✓�CE AFa . 'i - - �lSiALLIf�N OF ,�A'ER SERVICc PiPE AN� M4.<_i. P�STS r. 1_ � - '- -�� ' . ., „� � � I " r. . _A„n ,..V„ �F NJA-;LR PIPt -�.^,R li�R.. ,.V. 71 - , 4' � D t� C StR IC_S. � t} .. )F 9. x 'v� 1 �cIA AP 'v 'Y 8 .L A F. l., SHAL� E3E FPU _.L �Y .�, OF ANAC�RTt.S WATFR L rAn�P.1��N? "'�. �n TO �JfJST:�'., fl�^J. PRlvft ^;h� RE-C�,N� RJC'!OU 41EEiI�C, T7� � N�RACi�R I� R=yUIR_� TG �'KQVi�E ,�FvRMAT10� A� �E�UiRfi� 9`' THF GI�' VJAfiR �c�ARTtdENt? WHIC�-i PdAY �iNCL�.;DE A LIST �J� ALL A4AT�RIA�S I')EN-1F`!Ii1G MGD'tL NU,a;BER, M^.NU�NCTJRER, SIZ-, ATJD CON,F'GSITIOtJ. CONTRACT�? �5 RESPONSIBLc ; t'�rc COQRCIN.`„�ItiG VJ.'TF1 TFiE CI?Y NlvT=R Ai�lD PUBLIC WCP.KS GEf�.vf+TNkN7 ?0 DETERtv111�i tXACTCY WHP� INF�RMATION PJ,LL B� REQUIREC. 9C. DJCP,�E "R�f� �. ;PF S'riALL �c A M:Ni4�U'•A OF C"4SS 50 F�4`i'h'A : 15? i'ER - C` ' ' V�.'r�:rl^ �.ic - A' -zf �' V c_.. WSL�Oi ��RhJuAP.D �.._.�.,�ATIC�.; 9-,50.1 A��D 9,.1.,�1�. ALL JG�tJTS �li-:Lt_ QE RU[3[3ER Gl.SKe�.S 4`a H MON l�PE JR �!t.CNANIi;AL JO'NI MFE7ING AWWA ?� i;IF:C,41'��ONS. , . _ _ i � - r � r c� �. �7 F ��i i 9 i. � -� t7R � � 2 W � I. I r �� C, �, L . C F E 'Z V. FI .S� J INo . LATION I„ TC ot IN.�ihL�L.� `� � �, � ,- ,� � � , � r >, 5 � - � T � f�i A . : i-,� .\ F, ���_D iG 4L� h� r rtATE� 1Iv- � ANI) ::�.i..i; � FLF.INz.S R� . �L �� .0 F E�.' a F . ir :n �.h �V li� t,•TAI �R JS ft '1., 'v � I J d:�S _ .. . t, EQ� F_ . 9?_. A�L tiALVCS r1t�� TG 3t RCS!l I.�.`JT SE�?F.� .,ATF VA�Vc.S ��R AWWP. C505 OR �5?5. 93. rt OCK A _ C\�GS rriTFi �.=OJRtD CDN "C� �f:i.: ACCORDIi�G TG I-'�.E Cll`! CF A'��ACORT_S r1.1IER 'J�,'ARTMERf S-?,'�C�.AR� DET�AIL AND AS 10E'vT�F1=D uN TFit CIVi� �- , �� �- -'�_P,�� RE�.Rr,INED �vIiJ�S h1AY 3�_ ,iSFu iN PLAG_ OF CCN�..r2�ir 8:- C�;NG AS ' ^� c r �:r ;r o:' ov - �!RECTcD yY THE P;�CJ�C'. ���I..,Y cti��IR�ER AND AS ACCE 7�D „ �E CIIY VJfi�E� ���PP,RT!J�NT. tiT L�^,CAP:(�NS WHERE J�3iftiT P,E;TP.��tiT AV6 THRuST BL�JGK� A.R� N0�[�, 30TH SHA�_� 5L :NS�A�i_c�. @4. A�L �UCTIL� �,KvN �6 t"IUS� i3t COMP�.E7EL'f WRAP�'EC� VJITH PGLY_THY�ENE PiPE K�.A;�EPdE���, `.NhliCl-i iS A I�I� 4i!�M OF �iCH' LfIL TFiICK ANJ INS,A�LEG PFR h`�L01 S�F+N�ARC� ?.MC 1N ACCOR�ANC� vV3l'�i AvVdJA C105 AND WSDC'" S`?.NDA�il SPECIFICAiIDN 7-OJ 3i 1� � AN� 9- +0 ���j. 'G�Yt N� �NE SHA�L 3� TA?t� Tivti` ACA'.NS? THt 'IP= A1� �+vDS -VD tvti�'JPOh-S lNHIL� h"P,N,'A�1!N[t AN GVERLCP P�"JJECt,J SEC�10�15 `JF'hl�:qp. 95. PRESSURP lL�- ��E'4� �U., _-RpfJ PIPEIINF� A`! 150 PSI IN EXCESS OF TH� ^TAXI,U,UM C'EF2,1TING PRE.SSURE. ?CR `rV5DOT SrANC_ARDS. ?�ST F�ES�ilRE JHALL NJf �3� �•ESS TnAN 250 �'SI ��'(.S':LiC� :Wl!..I_ 6E OBSERVFD AND i�P?RCVEU B"''HE CI�''. Rav�.ik_ � �ssociates, Inc. CIVIL ENGINEERII�TG & LAND-LTSE PLANNING ��_ 1633 LINDAMOOD LANE/P.d. BOX 361 ��. BUR LINGTON, WA 98233 /'� �\� �H: (366} 70��2048 FAJC: (364) 707•2216 _/ \ \ _ __ , -. , ,, � . .t�. iHE C T ^- �"'. ON RACTOR i5 RESPONSISLE FOFt :.QOP.DIhATW� W-��i THE C,�N�RS S3'RIFING ANO SIGNAGE . RET.4WE� MATERIALS ;E571hG COMPANY TO ASSURE TNHT FLL� COMPACT!Oh TESTsNG IS � � - . c : � _. . .. .r _ , � - ., , - � � �. � � � . � a tr�roRti��e �, i Nr: � � , , �r _ �_ ,., S DE FIED EREI'�. IF �irE N,R F 1 I ..6 AC.��R AI�S 0.,�OR�NATt Ht1VING t27�. c �r � . .. SPECIFIC _IGNS AR£�.70 ..c.iNSTALL:ED. WITH���7H�S PROJcG7, AS IDt.NT.FIED ON 1r,E: �^ P ^ T � -� r . c c . r. . �� � r . � �. � � .., ... ... �.. �.. .,OtJi, ACTION TESTa PERFORtdED, A�. THE CGNT�cA..TOR� EXP�NS�. THt CUNTRsCTOR WI�LE � � � � ��. �� i� � � �� �- t� �. � - c � � `��� � - - � ..,.. . �(,IVf2. Pt1a�S. S�GN ;J.�RTcftIA�S AND .NSTAt_LAJOh �NA_L GONFORhi i0 TH� F���� l"�IN � C�LO G BE F�ESPONSIBL6 �OR EXCAVA;ING ANt7 EXr OSWG SIiFFICIFNT AR�AS FCR� CO��`,PACTtpN R£QUIRct��N�tS �RO#vl tH£ CiZY��CF �AN�',CORT€S_ �� � TESTWG ?0 BE PERFOR�.�E'J r�.S REG�UIRED BY THE ENGINEER. TIdE CON7RiaGTOft .IS�THE_ � � � � ��� � � � � � � �� �� ... � �� �� . � _ . „ ,�. _ . � . .. �. � .: . , . . _ . � � �. � : �. � � � , ' r,. _ � : �. ..: c . .. .. . . . .��� �� . ... . . R�SPONSIBL.. PARTl' �FOR CONTA.,TI!�� T1,E .r,lN�1EP.S�:2�fA:NE� M,A7+�RIA�S�TtSUN�.riRM�. �.Au_�S�GNS MJST G`JNFOfttJ� TO�� uJTCO �� � � _, ..i_ ,. n � ,.. .� .. . .... .� . . .. . . c i r � ,,. .. r 7 n . � � r : : ���� T c• _.... .���� .. . . IHE COR.P,ACTOR SHfi.L� .,C`TA,,. TH� TES.IhG ��R,A� WHEPd �4E �CONT�,ACSOR FEELS .HE�. �.A��. S�GNS SHAL����BE DIAMON� GRACE�.C7N �IALODIiv� ,�P.��TtD �AIUMi(vUM �� �� � CGMr�LETED WORK S SUFFICfENT ANO R�A6Y FOR COMPACTi�N TESTIPIv: AT Alt�� �� �- � � � � � � � � � � � � ' � �. � - � � - � � - '.. � 71 N ' � T� - :f c � � ,. Fp;r� .- ir Tt r r . . . . , . . � . � �, . . � . � . T� �. l6CA 0 5 WH R�� Oh!PA L�N 1)_8. ' �� � a�^� F . E E C C C TES� 4tSl,_TS AR� �NSJ...,.,i}�iv., ..iE .,ON.RP.CfO.�' !S T..F �CONTRACTOR�SHA�L �GvJRDLlA7c. ;V174 T„E ANACOR?cS STREE�"�DE. Arc„v!_N. . RFSPONSIBI.E� F�R PERFORM'I"�!G AL'�� NECESSAftY SVCRK T� �ZtSOLVE �THE CQND:;ION,� AN� . � REGARDING �T'E. l;'PE ArtD S;ZE OF' P�STS TO .:`:� ��USED FCR SIGN lNSTA� LATIONS, RS �- �.. � �OR HAViNG h'UR7HER COMPACPO?i '.ES-S. PERFORtviED T`J SU�STAp1-�ATE� THAT THt W^�K� � � W t�..�AC� TN� �,�. F�.��p.j� +h � F. T��: t� T-���� � ��.. � ''� . UR E., _ � TYPE 0 REC_ NG CO3 PON NT .0 B_ . S AtLE�. . �. MEE-S THE � SE�' EGIF!CA�i'JRiS }iERG!N. . . . . . . . . . . . � . . � � � ��. I � � � � � � � � � if- NO �D18ECTECN 4S'PROVIDE���BY THt �GIl�` POSTS SHP.I..L Bc Ph'D-'N�H� I(�SIDE .' �� �� � ' O' F o Y � , ..-. . . .. . . __ . . r, .. . .,... � . .. . . �� �� ..�, .. i c�� . t x� � n i3�. .PRCR �TO�AS, HALT PAVING 76�IE�CONTRAGTOR� �tUS�� O�R ,hAT A!v� ��-�!T . . I M-:F . 4, ' a . , C D � 0 S E .. DA L._R SCriEDULE .0 ,>ALVAN!LLD STfcE. PIPE ANC�SHALL BE I�S:ALI.�� 1hf7.,IN P:� . �: ; . r.� T�. . , .. , . ... _`.._,.�.. . .� -. . ;�: .. , -. , r �. . - T _ n . � o ?v... i �. ..� . _ F -, �� n .,ONS RUCTION � MEETING W,..7 , r-. A PH T V -c. E S AI_ . A ING� COMPANY, C..., MAiER.ALS .._S:E�vC CONCRErE ��IL�_t, �3D .�vCn DEEP �BY 12 INGH D�AM£TER HOLL, Itv,..ALLE� n� A FIRM . COMFANY� ANL' � THL PROJEC ���` ENGWEER. � � � � � � � � � ANL'i � UNYIFLDING MANN�R � . T .14. �HE MPSERIALS TESTING C6;11PANY MUST 8E ON 5'�E AT THE ONSET Q� AV_ . . THE �S:Gh POSTS SH.AL� 8E OF SUFFF ?kN+ LLNG;�± TO FUL Y SECUP.E THE S!GN P�TE .... . L PAVING OPERATICNS EACH AY � � - ��� ' n � �� - - � - � e � . � � � 0,�0 d�NITOR RS.JALi PIfiCEMENi, COMrACT�ON. AN., 1�G THF PC57� PROVIDE S�VEN FFET�O� VtRLCAL C�EARANCE BETWE�4 1"HE GWE�T L tiECESSARY ROLUNG PA�ERNS. EOGE OF SIG!� PIATE AiVD 7Ht A.GJACER7 61NISHEO GI�AOE, AND TO..�EG .THE SIGN� ROS': ' �. � 3D INCFiES IN70 THE GRGI!ND WITH:N A CONCR T--��i �A '. �A' F�� � 7,_ _ E C i_LED � S_ �.L SiGN5� SHAi..L. 8_ i : I-� . M,47 T . TI : � • Y � r G ' � ' n . E ERIAIS ES NG CC4f.A\ NUST INSP�CT AN� TEST k�L AS. hAL€ Q T T. . �JL ED 0 FHE . CST u51NG STAWLESS STEE.L NARCWARE. PIACEME:NT ANG SHALL ASS!ST THE ASPHAU� ?AVING COMPA.NY iN ACNIEV�iNG 7HE ��-� � _ � _ � MINIMUU ACCEPTABL� ASPHALT COMPAC710�� Or 92% RICG DENSiT". 129. Fr210R TO iNSTA L1NG ANY S!GN� . �; F� . . --� � � OSTS, tc CONTr2.4CTOR SHALI.. CON�JUCT AN ON-S1TE M�E(ING 'J11TH THt C?lY TO �GON�IRhA �T'.IIE LOCATtON OF SiGNS. �. � �tii+Ei�lil7$ � � �� � 7'30. � � T IRN � � � , � .,t; � T ._ ,. ,, � � . .. . .. .. . S� . G U. 1�E SPn,i.. SURFACES iS DcNOTED pN ,Ht �IV�� PIANS. . PR1Cft: .... � . � � � � � � � � � � � � � - - - � � � � . .. . � -[C '=Ei2f'GRMitiG ANY Sl-RIPING, 7HF_ CONTRACTOR SNALL �CQOR61hATE GNSITE WITH THE � � � � � �115. '�A'iTHW�TH= FROJ GT AREA CQNDliITS yCi�i � : � T^t ��'.:. -• `� �_ �, ..� .� .. ... : Tr �- � i �,; � � T , .�...,., � n .. �r•: . . E , I M_pA c_Y �SEC �HRLL�.�.E3E IhSTA_.l,E� CI:Y .G C�NFiRA9�� 7HE _GC.�1TIu� OF S.ft:P�N., TJ �c . EftFC�N..�. . �� , . �..�.. . . T � � - _ � r- p . . ..�_.� . � . ��. . . . . .. . . . . ... .. . . . . .. . .. . . . . .. _ t r: . � �- C . .. .. �. � 1hl:r. VFR.,ICAL�Y ORIcNT,.D �AK�f. RA�IJS S �r � J�RTI � F 7=N� ��7� �. WE._. S, E CAL _X E SIC S A� yECFS,.ARY ���� � .- c r- _ . , . . . . . _ .. . . . . �0 EXT�ND ABOV R UN , PV �. P Nv � F i Rl, . � �... . . r �n . . . .. .. E G 0 C, �h�, CA �, tA� UL_. ST �G, f�Rv MARK_.ft ._STS. Tl'FiCALi.Y, ALL COf�DU1T5 SHALt4 "r3E INSTA'tLED AT 36--�NCHES Or �COVER. TQ AVOiD . � �� CCNFL`•CTS WITH OTHER UT;LI?!ES. T�E MiNIMUN.DEPTH QP COV"tR '�OR CONDUfTS SnALL �.� ��. �.. � �.� �� BE 24 iNCHES BELOt'd FINISH GRA^uE ,4�L CGNDUlT 7RvNCHES. SHALL WCL'JDE MARKcR ��� .'t�PE AS SFECIFIE�. � � � �� � �� .... . � 1 t "o. � PRiOR TO PER�Oi2'Yt�NG� SITc CONSTRi1CTI�N. THE GOt�'TRACTOR SHALL�� C�ORuiNA-E ��. . . � � �� � . � ��� . � � W;iH �PUGE7 SOUND ENEftGY, FRONTi€R TELEPHCNE, CASCAt3E NAI�llRA> GAS, �AN�'B'J+GK ���� �� ��-�:.. . � �R6CK CABLE, :ANO OTHEP, �ArPUCABLE i;11LIlY COMPANiF_S rOR AL� �CCN�UiTS AND � - y c - � � �� � .. R ."k ' ' i. . RCAD C QSaN A I^4G tv = T"� , � C S S EC�SSAR.. T� �ERV� nEIR SPECIFiC JTiLLcS. .. .. 11 i. �t���DING MATERIAL �6ft. THE .^.QNDiii7 SHA.LL OE OF A QiJALIiY S'vITf�6LC TO Atl_ . �� � � _ U"I�ITY COMPANIES. PftiOR i0 CONSTF�UL'�ION, 7HE C0�7RnC1'i)12 SH�,U_ C6pRn��yAiE �� W`=.TH EACH UTli.l�ll' COM,'ANY AS '0 6EDDiNG MATERI�L, CCNDUIT', CCV�R P,'�:,�TERIAL, AND � �. TRENCH BACKFILL REQUIREMcNTS. � TNE CONTRACTOR SHA�E PERFQRM AL�% TRENCrWG FCR ?HE WSTA_LA:EQN G���ALL� � .. CONDl,9"s, VAUL7S, PEDESTA�S, ANC HAND �NOLES NSS�E;ATED WiTH� 7HE �TILI;IES� � �. � . . �ERViNG THIS .PROJECT. . . ... .. . . � � . � T ..� _ . i . T. . . . � . . . .. - . . .. . ._., � C. �. � THE CflN.R�GTOR� SHALL PR3VIGE AN IP7 iP. . . . � S LL ALL CChGI,f�S REQUIRED FOR .r,l„ . . ��ROJEC'. P.�L� GONDUITS� P.SSOCIA�£D W�7H ELECTRICAL SERVICcS SNAL� HE PERMi7TE3� �� � ����� T*?ROUG�i THE DEPA�TMENT c�,F LABCR A�'JG� IN6USTRiES P.N� IitiSPEC�E3 B`.' THE SAME. � � � � ���� � ��� SEED. FERTILIZER, MUICH AND EANDSCAPING 118. DURING THE COURSE� 0� CONS7ftUCT�ON .EXCAVATIOK WI� �� P Rtii SN� � � � . � � � . � �. � . � , _L BE £RFQ � E�J � NAT!VE��SCtLS, �CO�ISISTING OF SCC; ORGANIC TOPS01� :4ND CL1Y. �� � . . ��� .'. � � . ... .. � � 119. fOR THE PURPOS�S �OF tANDSCAPE R'�L WITHiN P�NTER� ST��RiPS, TRANSITI`JN � � �� � � i cn c - r � GRADING B HI� . R . £ �J GU BS H�vD ROAD �._G�S ANG Sll"E GRAD1idG TC NL�. THE �CWES� . . PRCJECT AREAS CLFAN �lATNc R A ' . - N ` � � - F . � 0 G N�C ''OPSDI� MA�ERIALS S A�L B� US_D AS t!LL. NA?N� SUILS SHALL NOT BE USED Ai ANY �GCAT�ON 4'dHERE SIRUCFUftA� �.���L �GRAVEL' �. � . , t !S RE�VIRED AND NEE�ED. DURING THF ^"R � N TF'� 1. T�C � �� N � - � . . . � �� . � � � _ C�u S._ OF CO S .C�.�N, CLEA. VATNk . ... ORGANIC� SQILS SHALL B'c STOCKPILED AN� �OV_RED FOR F'JEN?UFl� liSE AS 'JaNDSGAPE � � ���� � � � � , .� �... .�.: . � .r. �- � .�.. � .. . ... .. . � . . rl�� AND LAtva C GRH� � . S APE �ING. k�GARDLESS CF 10f.lSEON TM£ P�AC� �./ N7 Or _ E _ .. � n � . .. . , _ ., . . ' --. �„ , . . . . .. ! , . ,. � � r � . . .... �Of'b0i_S AN1 �AT�VE SOILS SHAL_ C3E M�-CHA.�, A!Y CO P, ?� � � f� ._ C.__ M A., �.,. .�.�A M.NIM�lM��OE 90 �� PERC;E�iT P.4AXIMUM �DRY pENSITY. � . . . .. . . .... �l�TIL NEFDFC, �,LEAN NATIVE SCiLS Si:A:..l_ ,3i_ COVEftED WiTri AN 1MP%'RV€OUS MATE�IAL � . "?�0 PREVENT � ER�SIJN FROM� RAWFA�I, AN� -0 lVD IN PRG4'�NTING GRQW'"�H �. � � �- � N :T � . . . . . .. U SU F� V=� �tATI� . . LBE ..GF- ON IN THc STOCKPiLED SCiL.�. . 120. NHTNE SOiLS ?HAT �NAVE gECORiE CON7AMI1vATcC SY G�2.1V AN TH R .. .. �. .�.. � EL D 0 E I PROCESSED MATERiA�S SHA�I. BE REMCVE6 FROM THc Si?E BY THE CCtvTACTOR,��AT�T�:E �� � r _. n � �.ONTRACTOR'S EXPENSE AND 7EPO��E�� AT A LEGALLY-F*RMIT�-D LOGATION ,",PPRO .... VED FCR TH`c RECEIPT OF THE F'RODUCL ' 721. SEEDING SHHLL BE PROVIDED FOR ALL �DISTURBED SOiL� �ONCITIQNS �� � � � . . �� � ThlRQUGHOUT THE PROJEGT AREA. � � � � � � � � � � . � � ' � � �.I �� � � . ?22. ALL SEEDIR�G PERFORMED 6UR4NG EX'EN51`1E PERi0D5 0�� �a<Y 4�iEt�TI�Eft StuA�L .8�. � ��� �. . � �� APP�IED USIhG A I-IYpROSEtDED APPLICHTION VJITH A M1kTURE Ch GRAJS ScLD,� . i"�ER71LiZER. AND MULCH. FiAND SEE�iNG Of� TNIS M!XiURE IS ACCEP?.q�LE PROVIDiNG 7HERE IS SUFF[CIENT MO?STURE WITWIN THE SO!� `OR GERMINAFIOE�. ON �iLL STEEP � i c r� � ���� T�� i��. - - . ... � S_DPED AREAS GR�A,cR �THAti �,,,., TNE CON?RAC.CR SHALL ALSO�APP Y�A Ctt35t. . F . . 3 - _ .. .. . STRAW' hdA' TO R_DUCE EROSIGt�, AN��Tp SUPPORs� �THE UN�cR�'(iNG SEED'cD ... .. . � . . . . . . . � � . � . CONDiLC�NS. . . 123. A� fER COMP�fTION OF SITE IMPROVEMENTS, THE CONTRACTOR SHALL SE£0,. . . -�� �� . � FEfti�!iIZE, AND MULCF ALL `�ISTURE3ED SOIL AREAS WfTH17V i HE� i�'cS�GNfiTEp A��JiS: �� � . �� � i,RASS SEELI: 200 LBS. P£R ACR . � � � � � �. �� � � E 1C�� i-iiGHLAND CCLGlvIAL�BENTGR.ASS� � � .�. 40% PERENNIAL RYEGRASS � � � � � �� �� 40% PF_NLAWN REC F�SCUE . . �G%� WNITE CIpVER�. � � � . � � ... . . . . . . . �;��� . � .. . � � . E3 : � •� � .�_ � �r �.. ,._ ,.' f c r r � �- �. 1.. M tr i � C ha i° OD IC S T� i IS � . A ION H RAS., S_ED MIXTJ�c tJAY 6E PF20VIDE� �BY .THE CON,R ' �ror� . F A t �^ ���. F � s" .. ff � .�._. . 0 j � t Y f AVAiLA9LE C � i `N 8 L CAL �SU� P�Y .,OMP V ES i. U� TT . A . E S BS 1 UTE6 .v11XTURE S AL� ���� H BE i' f f � � r ,,"� .. r �� .a �T . l� Y . „F" j � y !.� � i. j � SUBNiiTED TO THE ENGI ���R F '. .. \ . NEt GR REVIEvV ANG CON� SIDERATI4N. PRIOR T6 �I�S�. v .�-..���' \ .. :.:�,�. .. ! ��: �. s } Z . ; ::.=w:.t . .. 1 'r . ... . � �t� ..t. .. . t.. . APPJCAJON. . .. : :t �y; � O,. . . . .. . � . �+ ,: _ . .. . ��. . .� . . a_ ,...... . .. . � . � . . . . .... . . , ....�. ..: ...�� .. . � . . . . .. . � . . . .. � � 1 sr��! _ � .� � FER�V ILZEft: 700 f B5. � PER ACRE � � �� �� � �ixru��: 7c-zo-za .MULCHt ?ODO� TO �20�D POUNDS ?c� ACRE D�?ENDING UP�N SLQs'� CONCiTICNS � 124. T:�E CONTRACTOR ��54ALL � PRGV!D` AL� Pd.41^:`='VANCL AP16 PRQTr. 710N OF � TN ��� � _C E ���F_OEG �CCINDtTiON UNTIL� fs SU�STANTIA� DENS[ GR0IJTH HAS BEEN _STA6LISHEt�. THE � C<)NTW�.CTOR IS RESPCNStBLE FOR�FP.3?e�',NG THE" S�-�J�D �pNDITIONS FR064 �OAMAGES� -- - � CA�StJ BY EROSICN ANC RAI'vFF+!_L. �AMAGE� AREAS SHAL� 6E PROAdPTLY REPAiREn �8?' �� THE CONTRACTOR. . . � . . ... . .. �. � � �� � . . . ,r �� 2.�. DUft;NG SIT W R P I� E Q K FR CDS ANC EVEN� A�=TEk E� 1V^' TH 3'R �"T �. S E6 o E CL'J� AE. OP iS - - - � . . .. .. �... RECCMMEl�DED TG �A i� I i I Tf S BLZF HE SIRfACE 0= SEt:OtD COND, .ONS. n r r r �26. .,N..E SITE uQN�1kUCTION !S COMf'I.F:Tc,.� .�1E CCNTRAC�OR SHAtt 1HQft0€1G�[.Y�� ��� . EXA�.�IN£ 7HE SITE CON�Ii30NS TO ASSUftE ALL DIS'f PILtS .ARE. CLEANiD UP AN� NEATLY ����� � G�kDEp WST�H�THE �SURROUNDING CONDt?IUNS.� � �� � � � � . tNVIP PLAN SHEEF. fS AC( ORTES QR9iNANCES CABLE�LAN5��fS�THi AND STAFAP APFE� 117QN FOR�RIi���iED DING BU7� NOT CIMI' : DEPARTkifNT OF i I'Fs, NATI6NAL�PO[ SNSI@lUIY OF THE PERMIT�SHALL�.NO' �AND PERMIT REQI � �v , t ! ` `. � CX.� , � S � .. � � . f ... � �,�i �1 .� .. .� .. . ��� . .. =R . . � � . . -� . t �. �, . .. . � I QkTE _L����� ✓ :P7E0 FCR CONSTRUCiiON iN �14GCORDANCE .WOTH� � E ! : � T'ri C iY 17F 4ND POI�CIES. ACTUAL CONFORk4ANCE �OF THE.DESIGN YATH �� SOLE ��RESPONSIBILIIY �� OF hi£ � PROFESSkONAL ENGINEfR, �YhiOSE� � � � t 4N THIS SHEET.,AC IRI QU NG ` COMPCI1NG krthi Atdfl AROViDiNG 2R �STA'fE GOlIN7Y� ANQ lOGAE��� ��� tAWS PERMIiS AND �. MAMDR'fES . . , . � . . � i .D TO 'FHE ENDANGEREG� PEClES �R � ..S . CT.: FEB�ERAL 1iETLAND PERMlT ��-. � E SHER3ES ANQ HY6itAl1liCS PERMIT, fEDE{2AL h7006 PWN I UTAtdT��DISCHARGE�EIlM1NAl10N SYSTEM:�PERMIT IS.'.THE� . t€v�coPE� �nN� owrtE� ni i .. AND E R ENGINEER. THE ISSUANCE OF� � BE��C(3NSTRUm.�AS PROOF OF CC7l�IP��� �� 11ANCE W€iH APPi7.. CABLE 3EMENTS. � � . ,.��-�-p � Ti:a--._ . . .. O. O - t Z 1 �'t � 4ATE t THE ACCEPTEQ PROJECT IS TO START WITHIN . �TE �"E�� „�E: SALISH INN SCALE: AS SHOWN DRAWING N0. [� 18025.SPEGS.dwg DRAWN 9Y: D. REI�SEN 7U7 3��H STREET JOB M0: �C) R � ao2� CHEGKED BY: J. RAVNIK ��' '��,i �A AS�hAg L Lrl.� SNEE7 N0. Q;a�; io.is.�s SEC�TION 30`T. 35 I�T., R. 2 E., W.N1. �5 aF �s SHEET DESGRIPi1�N: 95. T�HC CONTRAGTO,� IS Rc5PON51:.�+�� F.k C�ILOk�NAi1NG �LL PORTiONS CF THE NENt Vv1:�E�c.lNE AS REQUIRED C�` �of)vi SP� .'� ICATIGNS. CHL3RINATEC 'NniER SHA�_L SOAK n ' c - ti A MWIMU�.: UI- 24 NO:Jt?� ��;(J A� � ��dSDO: STAN�P.RDS�. ��F�US�fi:UG WATER MUST BE DISCNARGED INT:O P. TA�4<F!? TRUC:K �: Orc OF�F--�:i-_�. DiS?OSA_. �..R E F - v C LUS IING WAiER MA. BE DEP� I E�� :fvTO �H� P�� r��'v iFrY �'_11Et2 S"ST_M GNLY UYON APPRCVkL FROM THE GTf C� AP�f.CORTES �E44 ? �E�,T`dr e� P�aN� ABSD�UFELY�� NO ,G'ORTION OF 4H'�_ORiNA:ED ==USH;tdG 'ti47UEE SHr'.;. ��:_ Ai..Li7JJEC 76 EtiTER� iHE DRAI�vAG_ SYS?EM R D Bc SPRAYEG U�ON 7HE 5��,���"E � � � 9/. a.T _ _4 �- -�-�� P � c: P � -. THF FREC.ONS� .�C. IGiJ M t I>�G -,:� I.,_ . RCPO��C , RO.IECT 11dFRGlEMENi5, TI-!E CO:VTRACiOR $�'P.LL F��iv`�IC7E Ah APPROPP-.IATE °�'LAN AND SiHEDULE FOR ALL WATER PiPE IN_TALLA'I'QN, FLUSH �1�, �.;.�Ss�E TESTING, D{SPGS�L C�.�CHLOR((�ATEQ WATER, Aid� CGR+NECTIQNS. . . . ' .... . . . �8. COGR'JINAT� AL:_ S�;iUTDO'hrf� -LU�tiIh�G AN^, p. o. . . ,EA� TH SAM, LES ��.WI?N � £iTY �,OF . . " ,^���.._,� .` �;'v.4.qRTES 'd!A'�.tR DEPAR��f,.ti? I�,.,: :_�:.,F�. F9 �=1_'��SF:�,'NG .AS5�1BL'��,- �Oh C-?+`2'; -C; �•nF. Ci�!! DF �NACCR1t5 WATER U�FIa.R1MEVT GE�AI� S�1FL, BE ih5?�rl�_�D AS !DENTIFIFE] ON THE CIVIL PLANS AND AS :,'�_ ' ' ' � "<�Yt . . . i^ n � - NE.Cf_o.,.FItY Fi�R .rt_ ,F,>:,Pd�; At�D Fi U�FII:�� vF Th9ESE 1JP.iEft SYST�M 1�1PRCVEMENTS- ?OC. I�EDLiNG AND F!t'E )b'c:R �I '?;� ':-L.ECT. NA?!Vt, GRi�,NULAR MAT:RIA� FftEE F' . ' Tc r, - � r � � T n. r2pN INOQD VdAJ _,�:G/1NIC MA!LrZ.r,� �,`7R OTHER EXTRAt4EI.�US OR OBJ�C,I�,:�IAt3LE MA�LRALS �h�� SHAtL k3L A tJA�.t.'c�4' �i7r 0� '.5 'f�CHES CR APP�O�tED PIPE 9t0�1?NG � a �,��,..< < . i^: -, z,': � ; - c _,-�-r �� � - � � FE„ Ja l„ �TA��t,Ah^..S 7�9 ��.3; . „�.t?�3,. TH� COhTRA.�,TOR S�-IAIL ti1AKE ALL PAVEhA_vT REPAIR;i Ah;C I'r_fiFvf2�U 6�., >(;�.%iORA ��.'t. ?RENCk-' BACKFiLL R_QUP.EMEN'.S SHAi��, CCNFpRM TO THE S� ..i=1CF+i. �. I:ERrIv tVIrH1N.THE U�ILfiT�SRENCH SECTION. FEA C�A`J�_L ARi9 t3.JuK;-�,:'�� S±�I�LL _ 3E JSEu v49TNIN ANY PORPGI�S 0� il-lE 44,T=RL NE TRcNCH. � . - i � - - -- ,_,� _ _ .. "�.0 . AL'�_- Sd V �Gei? USA�<i E �VAiER .�t�?�P.. MATER:A� 5 ARE t0 g� �CLIVE�tD Ttl TtyF . c - n-�-- :,1TY" v P,P;ACGi�r:ES dJATER DEPA��,-Ac��� OF A:� �R�!;TcU BY T`r;F CIiY VJAT��-C�2 D�PARTME`.T. Ul1LITY TRENCHES 102. RLL u��,ILiY T4�N�.H'� -„R r.•.,, F� � - ' � - i. ti• _ t, t5 F N i, S Ir s i f�Y TtLEV�5i0'=.0 ..At��t, ,IB"2 1PTIC WATc� '=L,E�, SR�rT4�2`� ,t';lL. /�vD S'-i.2�i i�S;AI�S SiAL� B�_ EXCAVATEO.T`J � ALL'JIN A MINIIv;I,A,_ OF Ei6f I I�„�-�_S hl (�4�EN TNE �EGGE 6F�� THE UTI�ITY� AND� THE �rcENC� 4'lALL �r�.tiCH�S a-,�I.l 3% �� ^AVATEJ ?0 7NE DEPTH AS P.EQUIRE� FOR GRA'11T'f .,fIUT�:ES AND ��-4L1 +,- '�:X� h'�k�I�[:t7 '0 AL�OW A MIt�iMUM Gr�� 36-INCNES OF CrJ`iER C�fR TF'E Tv'' OF FR�7F� SEC 'rtili ?�IN�=S `0 �NE F!NISHED GFLADG. 7H= GEPTh 0� li-h` I- !-l` T' - '�ti . �ci r. _ r� � �JLI. �2..�,Ch�_. FC 'd��_r<, ��.�cPF10NL_ IELEVISION CA3LE. F18ER .�PTIC, AND �� GHS, SHALL CGN� ORM TO _ r� b�'�_ v'�NTS �� '��.� S�ECd�IC UTILITY COIviP,�NY. ;tiE COPJT,�zA�,'.OR SHHt.L GT7i�R01Ar�l�_ -�,"_ S�tE P.EQJI��,UENTS A[v'D SCHEDULf�JG WITH ?i-iE hcCES.:Pt�Y UTILIIl'' „JMPA�-�S. "D3. ALL UTiLITY TRENCHES, REC�ARDI_�SS .. i.'l�i;Y Tl'p�., SF+Ai.,i BE 11�STALLFC NrITH h9ARiCN6 lAnt GQivf"C`n'M1NC T., �rJ�`JJ >._(,liON 9-�5,?8�. €d.qR=CWG TAPE SHAL� BE S=-X-iNCR WI�= APJL� CO_Ok- - CDEi� :� R!-_4�JIREI� E3Y "fldfS 6'1S6CT� Sr"CTbON FlN� SHP.�L � - i c , c i , r. .P _ _ B_ WSIA�t.:_D AT A L-.,1,.1�IGi` ' •,zz :ti.;llr..� [3F�.(.V! 1Hi�.EWiSiiE�-tiftft�E WiARKING� � THf E SHA� P."�"'' € iF `� �'��-� � rr r; F r� -- - _L 6E eL�t�HY E�_ �_ASI.�.. ,,.,LJ2_.� AND Lr19ELED ti�O�LLOWS: VJAT=R-BLUE St�"+EP,-'.,�<CCN -���T2�P� REJ ,;AS-01! Yt�LO'N � . � tLEPr,ON� CAN ORktiG� �� � T!iE ��"-.PE 'bVIE7!= SHA�L BC ?, I�iNiMUV OF S�X lNCHES. 104 vN���=SS OTHERVrISF S?=Ci�=1 >: .�!f „L:_ UT�:'LITIES SHAL�. 8F BED OiV A � ivtlNiMUhi El,t SIX. INCHES 0. S.4idG, 8�.�.�SH.n,T, OR GrftAVE� ?�6 P�RCcNT Pf,55;NG THE QUAP,TtR-lNCFi SC�EEiJ. 3_G71NG -'E 41F�T�R;Ai SAAiL AL50 BE F'L,4GE��TO S!X � I"dCHES OVER -HE TGP CF A r �I IT� PI?=. �_� BED��NG P�h.ATcR�'P.L AND PfPE COVER�(vG tvl.�1!ER��_ oHr�L� 8 �I-�9n��U��-!LY riANG COPAPACTED ALONG THE SI+JES AND OVE!? THE TGP Gt CACF; INv�,4DL'-AL .. i'�U1` A?J6 CONL'JIT. R�GARDLESS CF LpCAT1t7N, ALL UTiLlil6 SHALL B� 8�;� ANL> >CUEP,cD �,S SPECIFIED. PEA GRAVEL FlND �UGKS}aCT S�1ALL -�. T Br �iSc3 W!THIN AtdY PORTIpNS 0� FNE WArER SYST�P.4. � ""( � r;2 pc '- iF R u� r�C`:r - ���: � ��v�� ���. � i c CM� _t1 G�tAL_� 0_..�C�Ca.,_. j:-I�,LL. 5� l..�LD N77HIN SAN;TAR, SENER. P:PE �ft`c'vC'...1e5. � .. . ' G5.� THF_ 6G-f�.^.1 OF UTILiTY 7, �C"��S' Sr,�l L t�;AV� k SiABLc, NON-YI�LDIt�G SOIL LONDI ICh St,�,T?B_E �-^R � t � z'� T,�.. �ESIGN LO?,D. WHERE THE P,C"TOtit OF ��h�t� �h'�,i1F�S EXHIB' � J+d� � "I_�DI,4� CONDITIONS, 7HE 80:70M OF 9��HiE t4_";eY Sr:'Av� 8� GVEP. t��A-�F. �C TG �XPOSF A FIRh�, STABLE, NC•N-YIELI)ING tvIATERIAL AivL� BACk�IL' �G Ni 4'�,'� 8-Ii�iCH THiCK COMPACTECI E3E!� OF GIUARRY SPALLS, TO T-iE @Ui�O�+` .,F ...� <.,�L.r.tC ' .�^' BEv�J;NG UATERiA�, P,S �JfRECT_"D BY �MF SCILS NG:�J"eER. 106. TRENCti B%,CKeiLL SHAL� COtJ�I,ST .^ �rkUC'tUpFiL i=1L! MATE�cIAL AS SP£CIF;ED. STRUCTtiBA� =1Li �REti�H A�K�lil�.- r.�,,.��.a.� ; .� r > f �.�.�..f .N .4'�_� .RENCHES UPdD�R PROPQSEL� �.SFHFL7, CONCZ�i�, �;'2ii�� ., h'GC4c, J-1i,;4� t3uI�OWG �OCTPRiNTS, AND H�AVY c�,d�r� i ��: � -;�� ,� :� : � - - ,,. -� �- - -� � � - ��C�.O�J lnf��i... ..�tf,_...+N,� _ �� F_h._iti OP ��iREE FEE7 BEYONG TH� A84Vr_ ��S;cD �OiJJ�TIOtiS. ALL ., �2u�TU�cA '=LL MATI"R�AL 1:YTii:'V ilTlLl�l' TRENCHES SHALL BE CJ:!"4CTFv� TO A�/,�tJI1�tUN ,,F y.: �' <.,:_ti� i�F 'HL MAXI'.iUAd DRY DEIiSITY, AT A �`C:5�URt. ,JON'�N� PLUS .,�2 .,aItiJS '. cE:iC�Ni rR0'vt OP?IMUM, r2EGARDLESS Of [;.'P�`N, APaD TE`i'F.D :.C"ORL�ItiG TJ -ili- ASifJ: (L�T. M='HOD D-155� AS SPECIFiED. iP7. NASI'JE S6il_ A�1A7E�.iALS M./1�' ''r �;.;_C ;g Tf2FNCla 13ACKI"•.LL� ONLY AT =_OCAYIOIVS � �+:..v(iNJ IH05c. r2��..tUr21'J:: �PV��i ��f2��^TURAL FtL:.., PROVIDWG TtiEY ARE OUTSIDE OT F_'X�STIfvG F.ND PROPO..=L' R.G�I��� ��F V'A''S. A:' LCC4TIGtiS 4'J ER 'v:.T��f�t S01' ..� t�. �� kf�;'' ?=SULTS :N A P;;MPI4G, UNSTA'3�E TRcNCn 4J�,J�!i:�:'^� CR �H_ �.���__, ; r` �Nj, 1 t 4c'. j o, n'C -x - ..0 ,�I J „J.fFi��E . 3GD'J�l,,, it.E �,. ..vN�::AC?OR SHt\ i� REh"OYr A ��tiEJ��l;l��[ MATERIAiS 'n'ND R P A Y" I.� P E L CE JI H A FftOPR�ATE� . r � -, - ' � , �.. c r� . �1^ . ��' I 1 � � Vr�T. _ h AI _h-'.IHL. J♦ _..h'7(� ��< �� t � r .� >iRUCTLRAL FI� �4f � R L AT� IA_ .AT ti0 �ADCIifJ�IAL f... 1` - C C 4 - � �V F� � I ^i- ' ...i.,� l) i S �� � �� ,/ CQ �I. F '�A il I ' r L 5 I�,L� BE CCMPR,.., �� TG A MINIM:.hA �� 90 PE�t��� NI �`tY � F�iSll''.' 1 P,+,,,f- U;� CU!vT�yT PLUS OR MINUS t��" Ph'G �'�RCENT �RO,t4 CPT��.�A;JR4. COMPACTION TES7iNG 1�8. Ti-IE OWNER Vtii�! n�lalN F�Sp'�1A�_L �..,�NSED RNO L;CPERicNCE[� �N PFRFORMING . SU3G2.^,p� ��NSPECT'�:ONS A*.L .,v-.��.�'A� i.,N ���S1:VG FOR �GRAV"' P A �tiT: � ti:r - ..� L CFM� Ai�C �ASP,.A_: -AV!NG. PPnVI�=� BkL'JVJ 'S „.��" nS REC.`��qzcU COMPAC7ION� FESTING�. ARt,4S. 1F"� � 45'ORK i,CfvD'T�Ofv."�.' IKDICA`� �� T?.Pa.�RR�' `.t p�r;��. n� � - � - .. 13_ .� Ct,�n _.,.��... TH_ k�NG�:�Jt.Eft. ONNER. C:�� OF Ah�%;COR`E� �f� S-:AG�T COU-�v�Y F�ugL'... lrCknS P,E�t�Vt `riE ftiGnT.T.O REQiiIRE ?HE � CONTRkCT,'SR '� PER�O?A1 /+� �Tli,"dd.� etiCRK AS NECESSRPY 70 ftES`JLV-� AL;_ D�=;�ICI�NCIES ?,NJ tiE:iERV� E R`�•�. �0 R�=QI;��K=�THE CGtiTRACTUh' T^v HAVE d� - .,. � r ' _ �. ¢ �c �� . ,�, r,..� � 0 4.,TION !ES, . �C�.,2,� . �' ti ... � .• �U � ...ilA��:E NiORK. - i - ^r^ -v � n . cr r.� �:ftA. . ¢ t �. E(,0 �, vR IS Pt �. Uh�l t�;)P r . S L COST _ A.. SGCIAT W� i..'-C Eu i �� NG � � :i� . P ! ; n�so M. � 0! nT PR H ..�h I�1 h2f . �e -� f��ED .,v.�. AC1iQiJ t��IYG. -P iNc� .,ON:r:n';tOft I O1.5 f�J�. S; i-•,v.� �..i r -:iA.l�:d c, bd.4i�l.R� � ',.-c ,,y . A�.S i�.,T�NG C6�.4PA�., CGSTS !Ni,UkiZLC BY T�... QVv�:f:R rOk 4' tr�.L��iaC L'' P�cJIGUSiY-T�SiED �kI�EC fiRcA.S SNALL �E DEDUC;EU Hy :-:t' CWN K.ROtf. P.. ;dll-S OWPlFD 7� T!-!E C�NTRAGTOR. i09 4Y f;IN ALL UTILIIY TREN�� � IH". �: J:...4^�Tpr? �NA�L CQCRi�INATE CC6IPACTInN � :ESIS ON THE �OP Oi= GR�,�r,_ 31�F.Gt. TI_Si5 S.IAL�_ �.E PERF02PAE(i WITHIN t�T�tlTi' - - � - - , :�- � , iRENCFtES A� SG-F.,C� iN��--�VRLS- �.I.�.�I� ,RENCri�S HAdING MGRE ;FdAN FIVE �EET vF GRAVtL BPCK�ILL ��?TN, ��.�r5 .,r-�R����L ALSO BE �AKEN AT TH't MIQ-GEPTti �F GRAVE_, AT 5C-�eGT INT-RVfi�S_ � '�,r.a � � r � i�: .., _ . . . 1 iC. ,r. .. A� a c t ..F RC a,R�CT�R�S �h i. TI-�.,!= Zf --r' . � EI. I�L-CD AREA �I.CH P.S C T H�' I� i4 G [3H5 �S A.VD 'v'.ACvF p¢IN" . . ! S�. r i�, 1- - y r` in, _ c:, �s fi�our , 1i. . � �.,,. � s�nv E. C GOMPA.,T..,'� (ESTS S=-Ai.L�BE '''r:R;OR!dcD A� 't`AC'.i S"IR�C i,K.. 'R'i' I-� .^.P:E TO "14:'C F�EE? GF TNE Si�Ri1C-URs" 10 `orar:ft�J e.�,c��;�_ �.ac;r_,�Errr. 117. TH� CONTRAC,T:�R i5 P.�SFOivS�9��E FO:i !:CORDIR'AiiNG GP.A'JEl_ COMF'FnfTlO�! TESTS A7EK �fERY T,yO-r00i I?��=�VAL OF ?L4CEMEblT i5 ACH4EVED. G,Rr1VEL CG'hdPACTiON TESTS SHkI_L 8E �AKEfJ 'Jie A FI�1' F0�^,- GRID, EACH uiRECTION, TNROUGHOUT 7HE _NT;RE PRCJEC7 SI�E. i � � � I i � i I CiIY OF ANACORTES STANQARD NOTES: �a�i���. Nd�S 1. WORK ;',vlsRS: �he City o; knacortes Orairicr.ce cllaws �,rarK from 7:Ou^ A.tJ�. tc iG:00 ?.td, seven days '^�l '^31 ^ . + v==k� .. r' o. Som�une ir� cn � te be on site �. ai times when work a.+�_.. ��,. A 0 a ��., ) o ge I is in pre� es�,. �; w-�rk is done on weekecds, �lao>e i�form the Project t�lonooer so tn� f.;ity ot Anocortes can i;ave cn Inspecto= on site. Cor'�Yr�r.tor will be billad *,"cr City of AnacorrPs Overf:ne. 2. CALL 48-ri�i1RS BEFCRE TI-IE rOLI_0�"!iN^: Fcr Inspeetion contact �6� 299 i 951. A P!Ior tc. work st�. `.-up B �rior t�, cny uE��i�y consiruction in the ri5nt of way. C, r_�,�r to po,.nng cast �n ploce conc��te structures. �l❑ crush<d rock or roadwa� sub rade. �J I''or tc oa, g a'y y � E Pr;nr f� placing �rb, gctiers and sidewaks. r. P�icr tc ospha!, ua�.�ng. �. h1ATEkFLS AtiD vJORKt�1AfdS;ilP. A. AJ materials used, r*�usc r�,eet 6VSCGT, APWA �na City e� Anocortes specificatior�s. �� B. A!i (Au�i: wcrk e^dj r-ietc�ials tha: does iuelete: dces cnd a;ic7 dc) r�ot meet ttae abovE speQficctians m„st pe removed as directsd by the Pro}ect I.nsr�ector. C. SUBGr2ADE: �OMr' �:::?IOv TESTS: Will bz dc�ne oefore any C.S.6.0 is put in pic�ce, ali ;renche� wiil be �es",ed f- ccmpoctio^. ?he Material Testng l_�b� needs 24-F'-OUR ,IGTICE. Use the testir,g erotoce� p�ewdad by ,F& Ciiy. Items tp be compccticri teyte�.d will includa th� pipe 'oe�c�R, (Sectior �-08.3(t )C), aockfill (5ection 7-;7�5_3i3� ond sub arad= for surracinG (Sectior 2-C6.3(2)) ar,C esphalt (Sectivn 5-0^�.3(1018}. D. WSPECT;pN: AJ espects or -'-.,s prcject wil! be inspected ir.duding piping, bcckfi��:l, v r.�r-te and asohel: cs weil ns forms curb �utter and sidewalk. if c s, b�3rade, co � c . , . y anr����n getU �eckfi!-led �efore inepectiora, fhe eeritroctar will dig �p thet po��io� for i. p_ct�o�. 24-HCi;R NOTIC'� R C�� Pf.�'�. Kr�ow 't.ne schetiu:e rd :et ;ne City knew. - .i n: o a' 7 � � . ",II, . r, . : ri � t � n-�n � n r c_c. and siev, n i s�s =hali be _�� F.,� C C OC.,�. o, o o s. �ct o, � �. o e a a y sdbrriitt�d, raviewed and approved Gy the City oi Anccorkes on all materia! used �n ?he Right-r,f-:,ay. S�e ihe vf+y ct �,nacr.r:es Testing S�he^uie- G� !ih car^pacf on tes sheil be c�prove�d by the Gty o* Anacories �ngireer end � r I ' ^i k. r� �'e^ M re er ne- :o .�c:nc u, crushec su. �acin cs halt curb utter ,,.dewa c�„-t c g p . F a 4, p . 9 , !rdudire i-e�ch r�as.vration �a•hcn test mcy be r2qiir�ti in each li`t). G C't � e° Ar,xortes ma � re, ure edditioncl asis or sub rade trenches' concre?e ur l ) 1 9 � aspnalt. Tne costs oP testing sholi be paid for as �ndicaied in 'the c3ni�act docernerts. 4. TRAFFIC GC�N7R�1.. E';U PU?Ju SAFETY: A. FLAGGIM1I� Aii `_cegers r,�usi hnve Flcycing Cer;rfico:es ond rnusi have atterded a floggine cc..rse -�r an effi duty po!ice of � er is recui-=d The jcb wl!I be snut cown i` cny u.^.ceRi`.:e� pecp"e ore f�a��g ng A skop worK crder vr��i oe given ord hork ��vii�: not proceed �ntil a cer't�iied �erscn :s flagying. 6. SIGNAGE: A�I s`g�ege must ce per l�ie \",nnual Ur.iform T�c`fic Devices. 9efore job is� to 6egin, pro�er siyeage w�ll Ge in piace witn flagge�-s i^ place ir ,�eeded. Er-tro =-�rage may ce reedee. 9e rsady to rer.t s'q•is :` needed. C TRP,r�IC CCNTROL PIAN: Neecs to t�e su6mitted and cppruvec by the Ass�stan` C-ty ����cineer pror �o �or,struc�ion start Trn�fic ^eriro� p'cn shc��! include the iocati:�n o? siynage, flecgers ++o�k zor,e, safe zene, and t�a`f�c to�+ and needed eimensions_ No .':�etours Allo•a•ed �,vi`.-�.�oui c;.�roval from t?�e Assistcm. (:(ty Enyineer. D. FQR STR�C� CL�SURE Cal: 911. E. CON57Y?U�TION �4. E7" s the responsibi!ity of the coriSractor. 5. P,OADWAY :-MtBANKUc.Ni AND SUBGRADE CCt�STftUi:flt�N: n. Crushad Su.rfocing sholl be campocted ia 95% of moximum densiry. No �ecyded n.a:er:al allcwed. �. Emba^.:neri; � id sub gr�de must be con-�oac:ed to 9�y or .r.ax�mum ciensity. C. Pro�e� moist�re .nust t�e maintaine� throagnout plocing and compacting. D. �cmpact�.en testin; tc he -�erfcrmed by an ir.dece.^.dent Icb. Use a"Madifiea Prectc- . 6. TRENGrtv N � t'ti Qo� � RiGkT-OF--W`AY: See City c�f Ar,acortes Standard Con�tsuctio-^. Detcils and Sectior� 7 of the curren"€ WSDO� Scecficac��•s f„r F.o�d, Br,dge and Mu.^.icipel Censir4ction. n. Pip= zo�.. sh^�i b= corr�pcctee `.c 9C% of maximam density. r r F , sr ;I , m ted .0 95% of inex�mum densik in "1 incn ,ifts. B. T en� i., e, a be co pac y C Crushed Surf,-,c.,nq snalk be compact�d to USi of maximurn density. ±��o recyde��i m�ter,cl c'Icvred. ?. DRA.NABE SYS'IEM CONSTRUCTION: H. ANY PERMA.�iEN�� �LO'±J CCtiTROL FF..^.ILIrY USt'� AS A TE,�hPGRARY StfTLING hA51t�: SHALL 2E t�10Di IcD 1':�7 THE N=CE55412Y .:ROSIOt��. COfJTRG� ME�SURES AND �HA'��_L PROV'�:DE A�EG..G'E ST�RAG� CAPA�IIY. � lri�: F�tCiL,ITY IS TG �UVCT!ON AS AN iNFILTRATI�Py S'YSTE��A, -HE TEMPORf,RY FACI�ITY MUST L3E C;RADFD SO THA? TNE BOiTtJA� AND SI[JE5 ARE AT LE�-ST P��RFF �3j '�"tE: An-OVF i:iu FItiA� �RACE OF THE P6RMANENT FACI �: t Y. 6. 0A'E�F�C�15, �PI �N'AYS, ''RAVN_ F'�, E:R WINI}GN/S, MUST �� CO"d5`RUCiED PER PLAt��S AND ���Ct�!..A ��UNS. PO D�VIATION_ AS-HUILi FOR V�R1�'�APON R[:ClUIREC�. C «UaRRY ROCk U'��,' Bt SDUPd� "�,,,f2G G�f'AB'.0 ROCK. NO R�Cv [;p MATcRIA!_ G GI¢rS5 �1NED SNA�E �HA�_L Br Ce��iS R„CC�=�J �hR THE D�AILS ('ROV.pED. NJ I�EViA?:ON AL�0INEC A� L SWAI ES t�U5T 8� OPERATIG�AL BEFilRE ACCEr'(APsCE. E CATC-; E3ASIHS V'�S7 E3E Se�: T� �iNE GRApE USItiG NO MOFdE 7hIAP; TWO {2; 40.1i;STM�V BRICKS. F_ MiNIM�!1 �: -i=�OT SEPFlk1�Sf0tv 6ET1YcEN €�IPES IN � ti';: II CATGF4 `3ASItiS. -< - i v. � _� R '( tc 'v F RIGH! CF t A. 8 _o � � n CON-2A{'lOR iiSi tC%b �E ��.GriT �JF-1MAY �i�UAL TO EX_.STNG �R RE7TFR �GuJIT:ON B. ?;IC.E t.�,MPA,.it� !OP40� (SECTIUM `�--?4."(1}, {2; A*,D �3�� A[v�7 a�E�� Af_L. AREAa L��T �F9�{? 9'! EXCAVA?IOP:. (SECT`CN 9-i�2). C ALL 3-�AINAGE �"STtMS P�'UST 6E PW `Y CLE,ANEI�, FtESTpRG:G AND OPERG,TIONAI ?EFORE �iNx��� ACCE"TANC� (Sr�TION 7 07 3,',. 11. G;NA� IN�?ECTIGP: ANC ,"-,CCEP?l�NCE:: Si!:::: SEC-iOiJ i-_0.`i.? 1 AND SFCT;ON "-08.:i} A. WH�I� CC\�RACTOR HPS C:1PdP�EfED A�L OF 7i-t£ ',"IORK ON �iHE AaP;a,OVEiJ ?�AtdS. "f-�E CO�TRAC OP, W'LL ' COIdP��� THE "FINA��_ INSPE.C110N GUiDGLiNFS tOR CONTRF�CTOR� INSPECT'OfJ FDRM". •� GIVF �:HE CC.b"P��=i��� :IPiAi INSPcC�ION GUIIJEUNES �OR CON?RAC?QRS INSPECTIC'�I : ilP,6S" t0 TH� PW :NS�"ECTOn ANG REGrUEST A SITE NeSPECTION. ALL SITL WSPEC11CN5 a.-. )r� n��)'v'_SDAYS BLNaE�N 9 til� AhD 12 P�,1. B. THE G"rc.1Ji_C�i �JA�ck, CVGIN�R Or� RECORD, I;JS?ECTOR, CQNTR�^-�CTOR ANG r OTHER CIiY Di' AN1� �TE:S IJFF'Fr2iMLNiS WI�L WPL',( THE SITE AND CRCATC A. !%UP1C11 LIST. TI-I. CONTRA.0 �R W:I_L ,CMP�_ETE ?HE PUNCW �IST AND �'HECK OFr EACH TEM. ?HEN RE'UPN iT TO �f;£ INSr'=CTOR FGR REWSP�C?ION. ?HE INSPE[;IOR IMsU_ VERI�'� THAT [TE�AS ON �N�LK THROUGH ARE. COMPLEiE�. C. THf-_ ��iTY WII� NOi MA/.r -!HE: 'r`INAt. ItiSPECT�ON UN7;L THi-.: PHYS!CA� WC2K Rr�U14?ED BY �HE CONTFL4C� A�ID APPROV�D PLF,FS, IhJC�UDiNG FINAL CLEAPlUP AND ALL 'NO�K vRDEftEL} BY THE PR6JECT MANAGE!2, �IJ;� 3E..N COMPLETED. (SECTION 1-05.i'�.) � �. E?fvAL ,+�'PROVAt OF THr PRGJEC7 `NkLL NCT BE GRANTEC UNTIL ",4S BUiLT" GRA�h�ING� �13J �,+ : S.iAI �iN�� r.'�.RC CCPYj '!1AVE BFEN R�CEIVEG AND HPPROVEG BY ThE PRO �'�T t1 �vA R � I`NE C'ON R. � �R ti.tiSi FJ�NISH ALL CGCt,MtNTAT10N RcQUIREt7 BY �W, IG ALLC'1J � Ht CI'Y =Jr �-PJACOR�FJ TO PROCESS �"INA� ACrEp7qNCt pr THE CONTRAC7. t i. ;uIC�P _��EOuS. A. Aa �UILTS: TH� CEVELJPEn l"w,L� SJ,-r_Y TO THE CiT.'. ONE Hk�� COf"f A^:D O,�£ I. �. i' IRI •.. ' ' C I . `1 . , � �,_ � . � .. 'i F � i ^^ 'i `^�� , A � t I� , .R�NI..C�S i�0 NCLUUE . 5 Jt�S-G.. 1(,V � B. i ��ECTRONIC Fi__ n.. .�.,, D ^ �v �..7i :Tr T� � �: ;�RA'vV�Pii3S +VI!! L'E �+Ui3'�AI'TtD '0 7Hf PNOJk.Ct" PJ�tilvA�;'tR � I, � ., iL..S. :. F J' �'� �AN�'�'I.�1_ rVUtr.(-I_ti1C�� �OR RF:V�E:N! ANii APPRC�JAL �RIOR TO TiiE iS5UA4CE G� AT .�BS � ItiAL PP.OJEC� API�kC`JAI_ A�l� AC.:Er'�iai�'-- g i�Tli.iY �OCA�ES P1UN,REr?. �3C��'124.5555 REG:;.RED �tFGRE START!NG ANY GP,OUNDWORK. E�asioN carrrRo� NorEs (' _ T - �r�i � r ired. .ne ESC A. A Cer:if.�d trosion a��d See:mPre �.,cn,. �. �uperoi=o� is equ S•apervisor rnos: heve a'tteriGed anc cros�:on cre Sedimer` Ccntro! class •xithin 3--yea,s from toc�y's date. tdus* pro�nde cer[ifica".ico card. B. Th� Cert'�ed Erosion and Sediment Contra SuGer�lsor will oversee and be resccnsibie for el erosc.^. controL ine fadi!Ities s^uli b2 iespectec daily ar•.d meinto�n .d Eo ensure proper funct:o�v.a. vVritten records shall be kept et weekly rev�ews ana aEter every sign.iicarY storm event of U�e ESC fadJities dunng the wet season (0�'tober t to Aord 3t�). Mon',hiy �evieH•s duririy Yhe dry secsQn (May i te � �r .- � �+ � �r � r or �+�r,. .. �n .ie Prolecc Mana e Sepie^��ber 3G1. JJn,te�: re�ords snai be ._ e te t 7 n I � p. . Ins�ec.o� �n a we..k.y basis at tt�.� wezK.y scheoui..ci �roject meetinys. C. Shcil be in place pe�r ihe approvee set oz pluns p!ior to eny cons'truc+ion stcr. C, �he erosion ce�`rcl snall be inspec',ed ence � dr,y and modified to mee. !'^.e surro�,edir,g cond �ic-s as needec. _. PrcvlGe a sigr, d:splayi7a a 24-haur contack ^,umber and name of the ESC 5uper��isos. 7he letter size shall be c;'��nimum of L" letters. This snall 6e i:� plece prer to corstr�c'.i�n s±ort ��m..,�ber tne kook o� the s:an will be a rei;ec.ian of thc Contractor �nd Developer anc L'eve opr^c.^.t. E The siorm d�ain system ond ex�sYing ditches sncll be clecned daily (Section z i � P� of the Cib cf 7--C7 �) AI, dratr.00e sys'.ems sno0 .. J_ened 'to the occe�tance f Aracortes oror to accep�ar,cr of tnt pre;ect. a r ,' r '� e^i.^.Cin - . .. . , roa s n�L h� :nstcl(ed ac tne b,. . S�aLdize6 on `r�cuo., ertanc��a m�d a e _ 9 �t cons-,r,�_L�on e d rr;einto,oed dun��g thc c�r�,ion �f tr.a pro;ect 4ddi�,o�al meesure� mr�y e r�yuire�J such as wesh oaas *o ensure thai cll pcvec areas ❑-e kep: clean. ido rnud is ailowec tc sr�ter ooto C�.y sireets. n � in the we: ��. Ar� scil� exposed that will net be d�sturbed f.,r 'twe (2) daY� eur g seasor or sever. ;%� da �s :n �i:e d• seasen shall be immediatel� �tcbiii�ed wi'.h �l Y Y ;he <�,N.�oved �SC metho�s �seecing .�. wch�n5 plas�`c oec. inc, etc j .. 7�tio (;,4eeks prior to the bEg;nn.r�q cf kh� we: _..�son (Octcber ij, cll d.stvrted ereas s"a-� ue �eviewed ic �d�ati*- wnich ones can 6e seeGed in Y prepe�cuon t`cr �ne �,vin��r �a ^..s. �s:urned areos snaii be seeded r,.ihin one (?) week o? tf;e beg ..ning �` the vre't seuson. fi sl�etcY�r map oi :hose areas to he seeced anc t;^,ose arecs to rema�r: unccvered snaii be s.:um�tted to 'the Proiec't Manaqer. ThP ^rsoject N�anager cer� require seeding fn ad�i{ional c;ea� ir. order te prot^ct surfcce ,�oters, aa rce�.-�.` orooer'ies or drainaue redl�ties. v ,. n ,r - i r r . .'r� S � tc 10C,0 �i ,e ,,. � e�ul��e� `or e•i -rusie -�. .;cnt��� rcic..on c.e su6jec� .o a$ 4 a undcr Chapter '7.6� - P�n�ities fo� �.iolat�or. _ac^ dcy is ce�nsidere� a di!fereni vio;atlo�. SANfTARY SEN+ER NQTES SE':"-. R MtA!tJS: Fl. All P'�iC Sener Plpe crd r�:ir�s sP.a;l eonform to end meet the r�qo�remen:s of +h� ;c'est ����d ipeafioa±iens D3v34. .41so, - :pe end ��ttings srali mee: S*ondard �:mension Katio 3�. - �� !� - r?h� aark o` tF�e tiationai Sonikativn P'! s�nita.ry _e,ver ��pe� s�a.i �ec m raur.datior,. -- A�I p�pes sha!I be -��itcble �o� use as e erav;ty sewer ccnduit - �'ipe shcil hc,ve flex �iP :o�nts. � 6. All fittings ar.d acc.ess��'es sncll be manufecttire� and turnist�ed �y the �ipe su�olies or bc an opprove: equiva;er•�t an3 nave beli and�or spiget cor^�gurotior: iden�icel to tna: of �he �ioc. A"anncle ccup;ir,gs cor�espcnd;r.g fo the size et the t sev.er pipe s;`�all be cscd. �, r,ch FV� sa�i:a�v ,zwer pipe shai� be used fer si�e sewers. Side sewzrs will bz -_cr�s?ruded et a^�i �.rr�urn slop., of 2� the Iccct:a^,s showr. or thF p�.cr;s ana hcve a E ircf cest wye at t�_ ext��r�ty, �luggad and blocked ror :oa;:�g and *utare use. Side sewer, mye s�al�. �e `actory madA with metehed ends for rubber gasKs� fit��^os. '�c cu` :r tees =nal� be per�i�ted. P. s�a �ewer gsaGe inat :_ �ess thcn 2� rnay 3e opproved only by k�e Enqineer ond hs C,`.y k; ccortes �oon wr,Cten req�est. D. The ecu u.,uch Ga. a� se,ver stub s:��e'! be marked w:'h. a oressure irea:ed 2x4 c sheii ba cloced at i.e flaw i�ne oi �ht stub �rd axter.d 4 feei above r`�nisned ur��e. Tiier�e sFaL be r� perrr�enent mark ?abeled "SEWER" with a depch io �he `.iow �Jne shown on ihe 2x4. c. ..Ceer ga�ket shall be iristalled p�operly to cvoid wcter infiftration into ii-�e ma�ho!e. F. Wher con �e �ne the pipe to m�aholes �se A-LOK £lexi6l= co�nector, K02 N �:_AL by UP, !nc., or appruved ecu va'ert. The pipe to mar.hcle conn�ctioos �� ..n ct�rs see NSDOT ,�PUJA ��ecifbaticns Section �i-05.3. reywre flexi..le cer e , / ,- . PicR hole s.`ial� be G�cuted frcn th2 �nsidz a��e outside ard te �z inspected ��ior tc backfill of the mannole oy the. C�'.y inspecto�. H. ��Acnhol� fromes and lids shoi! be sioped to aen,-"orm to the st�eet grodes. L Toos o( mc:nholes w thir the Public Right�-of-��Ways shall nat be ad;usted to `Inci yrode unt:l ���`, pn<- to oa��.ng. ,,. NII monno es c�d ..i.,on-outs :n enpaved areos shall include a concrote sea� . ����strrzet rin s Yer :he ccrrent EGS standard de.tail S?-U"L, �tructure ero��nd the ti�,., g P.e;u�:mer�t a�e 'er'metcr ea�..". K. All m,enhoies aha.l b., _,-oteMeG frorn inirusion of rocks, yravel, �aoter aad nti:er dE'oris ounnc cor truckon, _. i�:t �.c��ractor sh�-I �.-s�ail, ct !: con e��,�ns ,o existmg e�ow. strearn i i; * f �i I �0t�1 V'tl . f fl P,X 5� t„ re e�t ore an mate a f ��.crh�' ,..� ee �s cr p�ug p 9 � -��,.ic y sewer sy�tem. c ecs o: pl�gs snall �er-icin i�. p.ace `.hroueheu�, the duration of c�r�truccio:� o�� ;nci! b� remaee� oion� ���n :.`ie ,.oHected debns c't 4 � f rr � "Gt.�tIVE U�. +� f : noced re esa . n n� r i ie re e. e o e de �'e it a fi cl .ns e o a o P k , nz o 9 P f`ie ity af Fna o�tes_ Lal. 3fQ299 .951 {o scheriule �n inspection_ Allow 24-hours roLce M ��.Ht FLOd+� CHN;�rNE� �NS�DE c,4..H MANHC';. SHAI. 6E FORNEG CF CASi "v FLACE: P�PTIAN� �-�J=N� :,ONCRFiE 1tiFa�NE SNA�.� HAVC A SEb'I h2CJiAr� �k�55-��C�IGN AN- D"AUO��i, trN.�GK^r SLv;'E RUI, II�.LET TO CU�I.0 'N ' t� ;,REE Od tifORE . IP�S PRE CCltiNECTED TO ON� M Nri iL'c, �I'HE ROW l,l iA!vN�L ..HA't� �F r ORMED TO SMOOTHLY GiREGT f=LON! t ROM 'M ESS TO OU � LE-. ,r T��?5 CC'v�I�T'NG 0� �N"t ��; IPJCH ��AM,EfER Hv Bt�}T AN'� GALVP'�iZ@ Uc;��MF_D BARS �H��L BE �^+S'AL� D�7 �NC (1i F�nT CE��EPC Ev,CH MAP� ^.._ a%i,�LL HAVE A�fi�N MUN. OF JCh? ��j NGHES C� ?,D�US.NWT 831Ck: GR "�NChF7L ADJUSTING RING.� 8E-4^+'EEP! -'H= T�_'F Qr" ',t-IE CC.'iE ANC TH�= BASE OF THE MANhiO_�. �RAM`. p. A'�i_ TES:IM1l� ,'vti.ri �ON.':ECTIONS T^v TH= EX!SII:\G VAIN� SHAt_L BF GONE IN THE PR�S�tiCt OF �, CESIoNAiE�.�i R�?�tSEivin:N� :!F T?'t CI�Y Or ANF�CQrtTF�. Cl1I_L 3E0_2��.1955 t0 �C��LDUt� Ahd I�a�'=CT�ON ,4LLQVd 24-HOURS h01r;E- F. A �OV��-�R���i�Rt AIR ?EST AT 5 FSI 'vF. 15 •`.ilNljT�� FOR SE:'1JF�.R MFiN� !S '<EI:�.RE:�- 'P� TE:>I'�N(� IS REQ'vIRED. i?ESCI-.FDt�UNG � fll�?ii ....��f MAY RES:��_T I\ C��CFi�ptalf5 DCl�,"`�':!E(�ION- AOL.N�h ?4�-NOUR� �n,C� PRJfE�FS CAL� �60.259.?9�1 -I`0 _ r't _ :- 43SrEC7iGN W9�i A�:�;�i_ y. (J_ Jf Jt� ii��PEr�-10N APPRGVP.__ BY TH; CITY 0� Ai�lACOR7E$ P��B!_IC VdCR'tCS �NSPt���OR AND THF VIJ.O It��ECT!C)�{ RFQUEST FC7RM !S CGNFL�7ED BY THE :;�1�TBACi'OR. THE CIIY OF AhACOkI"FS f�4AINTENA.t<CE �AMERA CRe4Y WlLL P6R�ORU .G VfD�O IPlSPECTP�PI OF I-'t SAti�'TA,RY SFWf:R M14F,INS TO GECERMINf C�_cANI.INESS, A� I-NM�NT ,NG FRCPE�.t c�.ECDiNG AFTGR iIP<ES HAVc EE-�N FI_USFi:�D. i,A�L I HE. ?Uf3LC �dORK !NSPEC?OR Ai 3n�. �9.1955 TG �C�IE'ti_i.., E APPO!'�Thn�NT. a8�� HCUR NC F�E��JI� �. (SECTiGU I'- �(2'Hj A�t'� �t.SP, {;rIGPd FEE W�L� APPL" PRiDP. '"4 x� �.N�r rCiIC�N VIUEO DF �HE a1N IA�2� 5_WER L��NF. A i rc. �NS"'�., �:��1 CHEC�C�ST ;� r?/,q1 q;3LE PRtflR FO A VIi�EO REQiicST. Ravr��k___ Associates9Inc. CIVIL ENC'iIl�EERING & LAI�TD•USE PLANNING 1b33 LINDAMC?OD LANE/F.O. BOX 361 BUitLI1�IGTOI3, WA 4�233 ,'\ ~`�� PH: {3b0} 7Q'7-2048 FAX: (36Q) 707-2216 � �, � WATER NOTES A. No c nrec".ion '.o the ex � g r:ci� v I �� . Jc�+ed ex ept oy mears of un opproved bacKf+cw p�evantion d��ne� pn,r ?o sc:i; a..'.ory f�ushing, tesEin�, disintectors a^d �ece.p` of sctis`ectory � te�'��:c a. ��es� resuits. �. Any persons perr.;rminc iict Taps s a I ;,e u o��a in a�.ivan�e by tne��Ci}y� o#� Ar,ncor+es. Supenar ;a�p`-ng Ir,c. at ;.88?.858 32�. ar �peors ��aps, Inc. at� 425.4g5.4764 ere acceptable com�cnies f e� C. Fipeiine materiaVs and instalictier cie �.., ::cr e•a��. .e the laeest r2vis�on a.he ?allcwing standards: Cuctile 'rcn '';pe desiqr: (A+h'WA CiSCf� i t-�'�: O�scSile �rc,r' rip:e man,i`aci�ring proc�.,s iR1r�AiA ��S1�A2?.�7) . - Cement Uorter Li .in�� {A'J.'�VA �-104�%A2 = 4? Polye.hyiene l.nc �Seme�, (ANlHA C1 QS�A21 5; p_��tile �ror� PEpe 'c-nts ,A'NWA C? "i l f�21 �' ; - Ductile tron Resillent Wedge Ga;e 'dcfv��s (?lh''vdA CSi;,� �� -� C�ry Borrel Rre Hydrants (aWWA. C502) � � �� -- Duc�tiie �ron rittirqs (AYF'W'A C;53/A�t �3 and C"G/A21.10) � �, . � , _ •.r � � Di>�r�,eei'ons AVJ� A ,fi� 1 � - Uuc,�file �ro� =':pe instal�nt,on (AWb�I;\ C600} � � � . �w�er shull f�mish ta the Ci`y c,` Fanoc3r,_s �ny[ne,r.ry Represenkoti•ae copies of ti�e cert:`'cuk:ons tnot a:i rriaeer.pls rne=_� Eie AN!'�,�� ,; �cifications. `J. Ductile Irori Pipe to be ��hiekness �'�_s �(i or Pres�ure Class 356. �. �.II Ductile Ircr �ioe sh��� be �uly wru�ue� ���� � c'crc'�once wit?i the � mcnufer,tu�er's r�;id� ines. P�; xr. ���uvl oe r rr : m�nimurr��:. thickness en� teped � Y F e: the seams. ���_oose bcgging wii! �e fc�de.+ ar.d .e��,�ed i^� ihc plpe. E Fire Hydr�nts are ;o be Mveiler U�7dei Super � ar.turion 20Q, AVK or M+FI. G Fire f+yd:ants shall be s�t .erri.:�r. pl��rb wi.n :'na pumper port Iocing #he stree:. �' Fire Nydrenrs sha(i be set as s.:ch 'hat. the �:e k�;.vay �oir,i is no more thcr, 6 inci�..es cLove ar.c no less ihan S'r�.ch..s •..bo�r �:hz .inr,i�ed q;ade. . T?�ere shall ne 3-ioct nrimum :.leaicnce c� une the'ire hydrants. J. r:re Nydrants sna`I heve a�iec NeaJ ra -r u.- rquivaient v:ith 5" Stcrz R:giC Femole Adarter r�ith cao nnd connec?ir uul2 k. The water se�vices tQ ft'e �rcperiy I,,,e fra=ri _- mair Iv^e =ha;� be t-inch rn'nimum ^_c�� er end snQli be nstc.!sci �_. cccord� �e �al't� Sectlon 7-i5 of the � rP i s cvrrer.� versio�n of the S;andai SF.._i=:..c,� ons ar Z c�d, B^dge anet- Mariicipal Cc^struc: o^ and i;�re C:ty c? Ar,accrtes C� �, -tru :t•u . idelices. �. instal:ctien of �.hr�st 3iocKs s%��cli .c�fcrm. [c u F ��!y of Anocores Gonstru<.:+or Guideii-e de'ails, .���ust 3iock Ne- . r4i.�.-�j" and '�7hruc.. Biock �Nc. i NIA-8"'. Sc�l Bear.n strer tr ef 2,�0� °S� sro .,� ��.;sed ir�, rnost are.as C�OJB � C J 9 9 hP � F !'i' ���r.� r w;G evc,�.,��.e subs��fcce conditions which t.�_ v.a,er icble. A quai ied soils enc, .,e , � �.di a't= a lesser soil strengt� :n the natve ._ ..;� .c ����.n „en��actor s^all use plas'tic sheeting @o pravent contact b�ixean the ..:.�icr-cr.e cr+e the fittings. fhe Gii,y or Anaco�ies Lngar,ee�i:�y DeFa tmen? shall �nsr.ec� t� rust Blocks nrior :o backf;ll;pg t!'�8 ?rench. � Gl iFe •n�ater moin sr�all heve o min' �^-i r� 3i � i< �.�c-s ar o moxirnum cover of 4G ir:ci�,es frcn-�� tFe f�ca crade oefore ,.avl�_e. Tn ��_o.e- -.^ciudes the top ef the Crushed � rf� c'nc �-se Co�.:--se. N. ��he v+�tar'�ine sncl� he fitte� vrith � � ate•tiq �t elug o[ cny onytime� work� is�� � delayed or stoppad arid overndght_ I€ new��v ir�stcl .. ;r_,te�I;ne is contam"rnoted wi:n ground v,a-:er, the er-tirP :ength or p:pe ��. .-�,...r sh�=1 '7e Enoroaghly cleanFd pn�r tc� instcllicg addit4orial pl(>e. G. N'oi�ici.. a:mdn'm�rn i�-:cat ve-ticai sep�rcu � ced c 30 .r:ch horiz.ontal sepa-c;ior between [�,�e waterl.ne and oii c�' �• �_ Lte., excepi Semitary Sevrer, which is ?o be a 10-`ooc nori�or;tal separoti.,.. �v.,terli e t:ec•ch i� riot to 6e snared w�ch otner U:=Lties. P. ?rench exccva����on, beddir.y and b��< ��i or e re:_ rr,�ins shaa pe in��accor�iance nviih seciier 7-? 0 of the currerii versi� ��; th:e S��edard Sa_c:Scations for !�oad, 2ridge and >d�nicipal Construc'tior•� and t^e Ci,y o: Rnacortes Construc:ior. Guidelines tr�nch ue.a�is. G. Max�mum length of oper trench s�al b- :0� reet � �. �� R. All 1tiSCQT rea,al'c-m�nis �or :raf`ir c �ir =. sl .,-:i be me'.. ct all times. S. Fh> Cit,,+ at Anocortes Engir,�ering D�uc*;me,: must bc- notified ot leost -0��-^,our a��or to cerr.me��cinG ce �si.ru ��� . .., i ispec'�er.- reques!s�. T. Ins e�ti�rs sh41i i�clude c e instala oi r�c_ �..�dir^, 6c in , tnrus; P , P .. y 99 9. blocKine, orzss��e `.est�nc n.nd trerc^ back`�' �� . U. TF�� �NG ?'��iO:GCCL. Prbr to .;oes� u-_:�er, c ��c',or ��r.d siev� onalysis shall be nuo n.:ted, reviewed nnd approved by ir.�. G��.� .;; .4'.,,..c tes on ell m�;er,al ..sed in tne Riaht-or'-4Vo �. See the o* A-a�ctec '.es-,i- .,..�ed�ie- } :; cy - 'r ,� f r i�n ^II a„a� ..�t an�' rriel2rial to d�si.^cect � V. Tne ;;on.. nc�cr srall u r_ I , �f i . :::r- s ' ( S if+.. , test �. the _.,�i•�e�..d v:rtei, o a � e..�,ed flu,F anti cond�ct a pressu�e p . Sec`+�ns 7-tt_3�1i� cnd !-?� 3'��? � tfie .._. ._. .e;rvon o' [he 5'tandcrd � ) � Spec�fica:ions for Ft�ac Hridqe and Mun��i�r_ �o;�s_ ��.il�n. W. Dech.or�nizotian will be required o i sir;`e ' m vro[�r flushed `'orr; woterii^os wF�ch: ;annot be c n'eyea to existir.c� Sa u� ry Se ti � y7�en�is- X The water I;ne i� �ciadir�q t�ie Cncp t F to ' e n r.P scrv7cas, shc�!I ba pressurizec 'o i7_5 PS. with �c y•eai2 h�: .. � f' � r,sure drop cve; � c 'L-hflur � period. T� _�.,�ty of Anccortes Fublic 1Nci �s I sFe.,,., ��-nginezr cr dessgrcried ��� � represent�*Ive s��:fi vAtness this t=st � Y. The cn�'.actar sho',.i noti'y c �d ceormna�c �. ��.c �iry o` Anecortes Water GepertmeM pricr ;c tre stcrt o- .,o��tr i� r- ...i �r -r ' any wa?er s�ut� off �ur � �urn on tFa� wi(I of ect tne xa.er syse� Water L�.,,u...n�nt ,r..ersonne� will� ooarate d;stributie : valves. � �� Z S�r_dul�d wa�t..r srut downs: 1 nc..rs ..,.i..,_ �equi�ed. uarttaci 360.293.i5�1 fer s.:ed,r::.ng. AA. Emergency vr�Yerlire si�u��� cawns: �c.-_cc: S�� __?�.:.197' .ne Wa,=_r �>pariment will be rot`fied. Also, contuct the s'�b6c 4Norks Inspecior ai 360293.�iS5�i and� 360.66t.7g38. BB. Cuntroctor is re�p�r,sb�e for obta �� u t!�.e a..��.�� sc�nple bo!tle from she Skogik �u�n�y Heaith De;,crtment p-�or Yc s�n�.d�'��ng bc-terici sampling. The length o4 pipe �r!� determiae the numiber of samples iaken. SHEET DESCRIPTION: �i SiORM ORA1N NOTES ASPHALT CONSTRUCTION NOTES STCIRM CRFVN GEtiERAL PI.AN N6iE5: ASPHALT �ONSTRUCTIOrd: See Seazior 5-DS .and Section 9 of :he Curren: WSGOF ��. . � � Specificti'�i�ri �for Raott Bridae and �hlunicipal Eonstruct=or.�� . . � � A �li! work s�a!I � conform to � the �current "WSDGT SpEcl`Ica'ticr,s� tor �Rood, f3rid9e� � � � � - � � . - � � . � .. � - � . ��r.•�,' ri �': strceticn Ci; of Anocortes O�afna e Codes cr.G OedFncr.ces ard �.. A. A�I asnhalt to be removed m�st� 5e �cw cu;. A jackhnmmer ce�n be used ?f y - � an�� Mu .. p_ . on � Y 9 . . .. . .. . . . . � . . �. r . .� .: , . ,,.. . �., .. , .- ..h �� ❑r,l s a� roved� .. .. . , � . . P . . . `4 h � -�n ��i .rot �ac o rovea met od . es o . . . . . , +� .. . .. n�ce _ve, cut is .naaa� V eel cc.t. s .. . P .. . < � � , � �+ . . P N . . . , o-n r�r n vei me.,t S�_naard�. .. ��9� .. ,he ..i.� �t A�.�accrces E, g,ee y a.. De op . . . . . ..,.. . , � �d � . . :, �, .. .-� . . . . ., : � . _ rr ', : � �; ':. r� . . . . . . � � . � c.f ..on . . . . � nv woti o�.o�n kn,s s e i�a � ,' , . . E , . ,.�� . .. �. o the ,,.t o�. Anocortes t..aineer ��n �a�vence. A ae e p . .. c , _ �, � o . .. , . . . 1 vn i Ch�ar�d.. P: e PVC and fittin s sha;l ccn.crrr. tc anC rtieet the �. . Y � Y ... . ... A,I � o ( ) 9 . '� � P . .. . . . � ... � . . Y Y . _ _ . . _ .. . .�..,� _. .:�. _ � . .. �� f � k s la�e. i, r aw c�.tr tc e - h�t ne �!r vrntr. ha�ts befo e s - s al 8 , � F c 9 P � . ; : n� d � u , ��t r irer•�en:s at the lates. ASi?v! 5 e..if,co.ior. C�054. Pipe ane �itti..gs sna rree. .. . . e u P , ...� .. . �, ... . �. . Q . . .� : .._ � , �. . -: . _� . : .� � s ,� : � • : � � � . �3.. . Adodior�al� cs h�nit� mu �. be� re � s�� ed for� rei77ova: b � €he Cit� � of� A�ecortes Eng�-�eer. .. .. � ;, .. . �:� � � f r r�rac.ior �and .. .. P � } .. 9 . .. Y . .. - -men.,.on Ration 3.,. Pro �s�o..s m�st be mcde c ..o .. ... . . . . . .,ta.daru J� . . . . . . . . . .. :�:ior: nt each cin' with a �ubber rin , �secure� �IaceJ to preven, dspiacerr�an;. �. . � � � � . o!�.Jnspeccor. � � � . � � � .. expac.. 1 9 Y i � . . . .� � �,..; ��f � ,..: �r � . ..;� ; .,.. �. . ..:�. � �.r' .. � each ni� ht. � � . . � C.� ./t,( verii,.a d..o, of,s .vithi., .he �,�veled wa � v,�.i tie b�ck.�lled g .. ^ !I concrete storm ioe shall be rubber osketed, reir�forced cercrnte cu�ver>. .. f Y .. ... .,. A. P. 9 �� �� - , �r .,_. � ., � .. � . � � - - - � � - � !�. � � Aoukti❑ eu e„ ond ..urbs .m,ust oe thorouyh:y clec�ed - �;ce co:�forniing to sec`or. 9-05.3{2) of the sa�c APWA Stor.c'ord Specificai,ans�. � . � � 9 `� � � . �.. � �. � . .. . �' corru aied ci �eth �ene i es GPEPI s'�a:l be smooth ir:terior urd �. E�. ra�l asphqlt edging � will be tacked prior ±o �bsphaliit�e�,� . � . � 6. A.� g P) Y PF � .. F��� A+I. ospn�ft peit:he� must..�e a srcaooth tronsiEion. �Jo� bumos or highf4ow spots � rtia�uftictused from h;gh-dens:ty p�lyethylene resin, wB�ch shcil mcet or er.ceed the. . :,� . �i-:t^�e.;ts of �f� a:II, �Caie a� 4 or �, Grade P33 cr req�iremects o`�r`J+SNTC �� ��� �� �� (Section 5 04.3(13tf.� Suriace�srnoothness �maximum vatiation� in 10-feet�pare4iel.eo � � .. ec,� e � /P 9 n' .... . .. � ML49. A' fittir,gs a�d access�res �sha(I Ue manu'actured � and fumished by ft+.e pipe� � � �. �� the� ee^te•Gne is ; j�' cnd transve?-se �fa� -- .�. � � . . . � � � � � � � � � � � � G. Sub ra<ie w's;i be� � com �qeted ❑nd � ?esYed� ���� zior� tc. . iis� Ra=tir, .. . .. � � . . .. . ii-:i. .. . 9. . 8 ...�.. P... 9 . �supp c .... ... .. � . . . �. . .. - . .. � � P . Y � �. ... .. . . { . {'� � .. . . � � .... . . _ice �d� nsit ... _ 0 92i max e � , ,. , , � . .. H..� A�m=n�m�m ef ..,.irch���HMA �atch'to oe comaact_� y . _, A�I �Z inc.h 2nrii 36-mcY: diameter Carrugeted Po:yetFyler,e Pipe. (CPE) �or .. . P • .. . . �"eciicn 5-04.3 10 " � �� �� f J � " a<<,rm sewer and cui�eerts shali comofy with� the reauiremen_s o. W5�6T/APWA .. .. � . � )). .. . .. � � . ' : . , � . .. .,-+i � � � . .. . . ��.'I :`'nal �tii��ts , w�..� to� 6e eaied � Seckian 5-05.3 S. B usin. c nqt � . . - F � olvethvlene ..ulven i e. ,.cm�s shell oe �oi: �� ht:�AL .... L� 1�, i i tnd sa cuts s. (. O } �y ... .... . sectien 9 0�.19 .,orr�goted P, , p p 9 . . �� � ' • ° 4 ' P�� shoil ccm f with .. aured -oinf seolan. 5eation..5-OG.2 t�. A preferred seo�on2 is tiR�-4000. .,-inch thru 10-�,nch d�ameter carr�gated Po�yethye:�e Fipe (C ._� .py �.P. J � �� r , � : � � . . . � � . :. + . . . . . s� wh � re .. . � . ...removed and� G�F s in �Pie. �french cur'srr , a . al: re uiremen�s of AA�HTO� M2.,2 ane be o��cnufac±urea w�th c sr.,00th. �n.egral . .. J. In�� crsa e. aspnQrt �hos �een . 9 . . the 9 . . . � .... . . _: :..�:.., �.t � ..., ;: ;.. . .., �_. ... , �.. .. .. . . . , . < ,. + s . � , ,:a i�F.� , ���aehu i�. �s curin �.. P.ov,ce �s nal�, a.ound steel lote : e�s r u:remen,s o. Af+SHT0.�M294:. . .... ateei �plcte .s q� ., or �covar e g p P ;in;r� that com lies wiih oL m^tenal and strf n eq . . . . 9 P . .. . . . . . - . . � � _� - ,._n . . � � tF. � fat =� n r • ij . �Ti:e � Gontroctar wili 6e � �called � out .ot �n. ?ime� �:o . Joints ;holi. be soa! :.cht as deisaed ir� sect�on 9..5-19. �to prevent e n e � c. � o�fii ig Y .. . . + � � . . .correc: an � �r3ttlin tFaf rovides comp?ain`s. � , � �. � i �� 6,he i e� su �� oliei-. . .. 9 P. ,. Ail fittin s shcll be of like meterial os �tne p:pe fum shed V p P P, Y 9 ,' i � -i K. 0�. Commeruo, Avertue where locol businesses ore affected; ^a osphoit�ng� will � il i es s�al. be suitable for use as a ravit droin cor�du,.. . G. h p p 9 Y � . � ��+ '� beio-e or cfrar business ^o�_i; s. .. E�a. 7he end of ol€ roof and footing droin stub uuts shall be morkec3 Stotm D�`oin hoppen in the lone o, srovel. Wbrk wiJ proceed on a PVC pipe_ L On majo,- streets whete trcffic congestion is c probiem, the patch wNl be � . <�rk.r sn�il�extend n minimurn aP 36 irches obove ihe rou�d. �the rotected w;th o� ir;ch.steel .lote until suf#ic"senily.conied. � ;. Thz m � e 9 P . P . .. . . . . �70rL',Ofi ;b0\'0 t�e grcur�r sh�€I �be [atre�ed "Siorm Sewer' w:ih bl�ck letters. it��shail � � . . . � . . � . . . h � ^ �b. .. . also idxr^ti`:y Yhe i�ve.�` of t E at . . � N NGRE'iE CO �i Nf?'fES ,C Cl��or ou:s sha„ have cast���'rran cases.� . . � . ... S'�UC�� . . . . F_.f_ .. . . . . .. �. q�:i �r,'vewcy culverts !oca:ed within the Ricn, �, Nloy shali be of suffic�ent� . . ,. ��vcke:r� cctis-Rucr� ': : ,_ . ;, . . < .: ,-, ': �� f � . vew � o the. .. . .. . ..0 . . . .. tlN, . . . . , .0 xcv,ce .o rr..n.rnum S.t slope �r„m t<.e ed e e khe dn . fly # . .. . .. . . .. eng#h { 9 �ot.on� or the ditch. � � . � . . . . � .. . � . ..� _� ti� rs . DS c�d N a��� p..�. T��� c's`icofron� for� Road ..13rEd e�ond . �. � _.. . � . - � � �. . � . ;: � � � �ec. o � 8 1 .. o. the curreni� WSDC Spe . .. . . . .. . : 9 � � �:�. , � � . � � � r , . drain ��are #o be�.. co.�nected .o. ... . . . . . . . .,>ul�.� drar.s �roof ..ow.. s� ouls anc cu tcin s .. . . . P `� ' . ' . � � _ . . � .. Munici�el Cans'rurtiur� � .. . • � t . . i. ... ti�e sterm dra�nage system or swales as shown ort ihe construc.�en plc..s. .. . . �,,: ; . . � h !I ��5% cne ha�e a. . . . . . . .. .... n r f fo ndatwr. drein stabs s c be . �. ��:��:� .. „�mum s:o e on oo and u � . . �.:. . . :::�� ....�. , ,. . < ��� . A M �� P s s� �� . .. . . . � . �. . � . . . ..- r ,. :n � c . - . � ,. . p � �� . �� A:' CaI, �or��c ..,r.n., , oefo:e lac�n � bf concrete.� Ccn 3e6299:19a� t .,.s ..ct�an . P P 4 �� ,� t- � r-R of�drains antl �oundaucn erat� i es sno�l oe� . .. . minim.++p of t foo. cf caVe _ o F F .. .. . . �. �r . A 7M �c sci?Edule. . . . . . ^� r tnicted o� FVC ASTM �J3.,34'SDR 35, ana . S 679 . .. . � 5 �, �, w . E- �lo mor�a;ithic {,ours aliowed per tne City o! ;4;�ocortes City Er.gi�eer. In other �� ... r t all e rcvided 'or ecch individucl �o.. . .'. . uiria e outiets �.ub outs s7 4 . . � � �, . . � � .� . . ..... 'v. Cr i ) P y words, the s�dewa:r., curb & yutter, dr�vewoys, drivewcy aprors, whee.cha�r ramps, e,c. .. -- rut, snall ccr,forrn to the foilowin : � . . Stub � 9 r i � �are te be individ�Jr�i ��urs a,�d se a.ated �b a�`abric expanso� �a.t. . P Y . - � P n th !ct �sU �s . . ��� � h o kie .shcll os suitabl loccted .at th� �owest eieva6on o e . Euc u k y � �`� .. , f�+h n ccct� r. tio . raffdti . +' „ r i�. � n � . . � �•� �Frotecting t.,e ..,,r,crete is t�e.� respo�sibiiity .o , e co i o .g. . te serv:ce ail F.�iure -oof downs ou�s, �foo.�ny draSr.s, c��veways. yord d a rs, a d . _� f. . .�� � ,. . . P� f� 6n a,inishir:o tsle .:� .<s or ther ob'er.tionoble �mcrks o.iowed. If �r,n � o:` �tnfs .�kes . oo#pr t, ri sh, o . � y tPier svrface or subsurface drains necessary '.o rencer 'o-ts suita��e fue the7r� ... any e . � �� c�ace, ihe sec:ion t'.^.o; is dorrfv, ed wi9 be re iaced. � intended use. Each ou;Iet shall nave free-flovnng, positive d�ainage `,o �an e:.€�i'oveo� � „ � � � .. � .��_ � t + r to en o roved outfai! �ocation. .� � . �J. � �-oncrefe sMall be e� �.S suex .mi.x with o�28-.tlay strength. Uf 3C0� psi. Hny . .. . . sterm wa.er ca3�veyancc sys.em o pF . �' v� r" = m is �"��w i ri��sh lf b�in wei:ir;cs� 48-�haurs��be!are�cor�cr=}e.�:is� �iace�.� �� ����� . . .F p ,. � a ,� . . , . . . �� .�ae .a.iar� � ro th sFec.r..ot a a e ... , F . .. . . - �ut!ets or eac� lot snall be Iccofed w�.h a s_c:ic� o�. ; �., p��e rnarke�l .. ... _� . ., . , , � ,.�.�.�..... � � . �.. � . �� .. .. „ „ . , , . � . ��� t.� The� pcn.�and. w��gs� shail oe stamped The use� o;. 3�-mch� coastrucbon� fencng . , �nd of ihe � e �and shall =x;ene 3& inches ebo��e the around. � . � � � . . . Scorm or the ., p-p .. - � � in i � � n �' n. � � � - , . . �� cccep�oole. Ro I.g � not a. opho . -�^. �� ^ men a ar� re wred for dreina e s ster.is � desi ned .o conve � � �,.��,na e� eu�e t 4 � 9 Y 9 Y ,.:,,.� �,�,-�, r���. fr e in . 9 F. Dur�.. ;he. firs"t i4-da s of ct. i.7 , tl�e ��.eontractor musi pro[ect f em e.z g . Q Y 9 Flows Li�,roug� indlvidual lots� � � . .. _ ,.: , .�, - � . � . _ , �, _; � Eac tions ot ���.31i �. . . . . . . . .. . .. .. . . �. .. .. . :-u Ertg�..eer/Cor.tractor is resoocs�bte ta �o�rdi�a.,�g the a .. . . . . . . . ; . a .. .. . . . ( i . , r hone i tes e. . .oNer �as Tele .. ... � � e li es with res ecc to ut I� i , , AND AESTHETI�,"5 �t ��nve anc rs , , P U B Gl)TT'ER`M1 S ALK WORKMRNSHIP _,u� � � n , 9 C F2 j D tDEW Cabie, etc.)� � � . .. . � . .� ,.r.� � 7RUE: AN U �iFORM �� � � . i. (:URH C,��7...N ANf) Si�EVs'ALK CCNSTftUCTION SHAL� FOLLOW A U h - 1 i I stub outs sholl be nvetel owned ond maintai.^.ed Y� � the �ot -� � � � - .. q1l ind v dua p y Y . ._ !-;Oft20NTAL At�SD � VERTICAL HL(GN41Ef�iL � � owne•, . . . . . . . .. . . �... . : . , , . . , , .. . . .... ..r� � �. _;� � . _.. ..�., � ._� : .. . � '� �� � � �TF�I� 8R00�.�� FiNISH� �V��N� . 0. C �itch oasins a� tne Curb line sha31 be recessed 0.1 ree.. .. . 2. .HE JERi �NL :AtvU MC;2ZONIP,i. SURFP„� S A�L EE A Sh1G'0.. .. ,.. � tJ0 DETECTABLE i-IN;c'rING ��EMISNES UPJ�ULATIONS, ftIPPLES, SN'E�LS, VJAVES, RUTS, . � -;I storm tiraina e structures, such os cntch basins anc mc�hole_, not located .. .. . . A 9 � . .r� . �i�. �',. , � �. .- � ... . P 4 FI � a - R��� :� THE �hD RESUl.T SHALL� BE A . � .. '� < � � fU .RO tS, NRAF ,i 0.. OTI1E . GBJE.,CIChAF3�E MARKS . . �� v ved ro dwa�. or concretes s:dcwalk snai! Fave� lockina Ii�... Atl , within a t. a ele.c, o a . P Y c r -rc-� ;s- - . +- � • de:e�:inn `aciiit sF.al{ htive '.ockin �1�A; ANO ��ftOF.:_,S!O�iAI_LY �fINISHE6 AP(-,ARFlNG�. e�aina�7e svu.,tur��s associated with a permanen� y g.. . . . . ,. . -�. � . ,�: ..�.. ' i ik � or v��lkir � otn s?;ali� have ��lockn �� � � �c� � ��-'�� .,-.�.,� - , � � ., -- � ' - � �_� . ��ds. f�fl dra�..aqe str�,.€t:r_s located witF� n a t� e g p ��� . 3. � TH� ED.�E r1�4Sk� q��..,c„�N i� TO Trt� �EXPAN�l04 J�h'�T t�AA�icRIkL �S�ikli� 6f � C_EA�J AND . !lds. � FRE[ Of SXCESS ;,L'JP,RY. 'I'HE EXPANSlGN JO1N'f MAT�ERIAL � 5HAl-i. BE .7�RIMNED �:`� Fl � .� . . . • ,- ',-. ;� .; � • . . . .� ,� ; ..� . �um No �. t c � � `a ' t�-. � � --r. . f . . �. A!I ..ot..h bas..s grates .�hall include xhe :,lamprng �u.�a.l tc .�treom,� D F � �EVE� EV�N WI.H T.,t AJJACFUT��CQNC2t��. BESULII�G IR P, �EAT AND PRCFESSIONAL?Y PofiuYanks". . .. cINISHED.. Ai'PEARANu�... �Fi. Catcn 6asins� sF,oti conform �to� Type I, .?'yae Il, or ihe 1^Ie: �yoe as defined �ir.-. �� . .. .. .. � . �. , .. .. . .. .�;k+ `�� . • .. 4.. Tnt �C�TY ENGiFVEt.2 1M1 :iIS 50�� 'JISCREi14N ft�`SERVES� �ikE AU7H3RiY 7�J.�rJROEft THE. .. .. . ... ?� r r �. and� Starydcr�f Plans-w,�h .-tat to �frame.�ane .�.� -. . �sa3c al sV. � Stenda d� S ecificotrons . p . . .. . „��-. � � .e • T� � � � , . P F ,�:v"OVAL C, SEC I'�S O€ CURn :;UTiER AtiD 5>�E,M1Ak K L IR3 Q4� NQF ME,'T THE G / grote. � . 4VbRKMAhISHIP �f�ND FESiHE71C STAfJD�RDS pF��7N�� CI1Y� C� ANACORTES. . �� �� . � %�tcn besins must be set to Iine � rade usinc no more thon :vro f,2 - . ��� .. �. � � � „ ,,. C.. 9 ., � . . . , ��.. • ...� �� ,�. � . ' . . � . . . 5; . l�fT NS G� NEi"d'� `� ^ -''T, GT�D�.CU. 6 �.GUTTER� AND.�516GV�ALK :T?�ifi.T tXH1EG �. ' � c.a .,s�r�-:..nt . in4.�.. . SE 4� �. . WOhS PU c R.�. . . 1 � . .. .., � �.., . . �,. r.. � ��.. .� ,. �,...:. n . � , �^.'C....: .. i . ... .. - . � r � t� �V�i.�� fv.� �R P M �L ...... .. �-' , -' iron frUme ma be �� laced i�lan, e. down on a� us�.r,�,e^t .blouks �:n. lieii � ..�� C:2AcKli��v �. FOLIGLy:t�G�. �HE wUR,N,,, .SHAI.L. BE . SUh3JtC, 0 F2E.�10 . A. �..E I.ACE E.. . i, ihe co� Y P 'J 1 . . ... . . . .. . ... . . ... . . . ......,., . . :. :�- . . . .�.. :�� .. . �. Y� ._ ....:�.. � c .. _ �' �. s = .. -: t -"� �� � t n�� I; �rr, f coich basins shQli Errcl�,de fioa;' adustmen,b.cs .� ��-��..RA�KIVG��ftE3l7I �VG�FROM�SJ� .BASE FAI�UR� CR�C4NSTRUCTIC�N....1(',..�AMAC_ . . o. �ee...,st .v�icr. ��e i sla at � o ! P . .. C, i�. . . a re uir'>d te iinistx rode. instollotion. w��.thin the aved raadwa � s�all ;�e per SiiALL t�.E �MMh.L'IA�E�Y� Rc.V:OV�:. ANG REi�LACE� 7C� THE NEAR�ST EXPkNSION JOINT. may b. 4 . 9 P 7 . the Ci.' ef Arracortes T e 1 caicPi besiri wi;h 7+3-incn barrier curb det:�d ur,less � . - tv?WOR HAIR LiN�. STR"t".SS C�AC1S5 MAY, AT 1"biE �ISGRfT10N CF� THE: PROJEC7 MANAGER, � Y YP �_ - f c . T � Or TFi� �=d us a thru-ct:.rb inle+.. BF MOtiiTOKf:[7 AN� R� LIP.LUATE'J �OR POSSIBLE R�^,40VA� AT .HE �NC sr�caf,e. .. . i v ',:;`t :rcn frarne for '' oe i catch oosin snaL acr,omrnodate � 20-incP� x � MAIN;ENANGE F'��C�Jp: �. C Y. .. 24-:n;���. gr�ie. � � : . � , .. y, p low--pressure eir .est ot� S�PS; for 1'�5 mir.uies f�r sewer rnains �s��requir=d. � . �. � . Tne C�1�,� of Ar.acortes � Maintenance Camera crew will viceo� Sani'tary �Sewer and � � . . . �.. ... � . . �� - �.. '�ewer mains. C�II 36D.293.192; t� schedu=.e c ooiniment. 48-�:OUR NC?ICE � . � � � .�. �..� .. � �. �.. .� Stcrm . P. . . _ . . .;...,., � .. , ��� . � . . .. . � �. . ..._ .. .. . . � - - . �ectiors r-17.3 2 H .. . . . REQt,ti,i_� � .�. �. � . . , � , � • ; � , � «� � �; � v�r� all .nan._..metolfc... .. -- . . . . . . . .. . ..... �� � � . . . ,v. Th� .,�ntr�cfor sna.l be r� �ired .o ploce me,all�c �cpe o e. .. .. .. . .. R � pipes. 'he m�tailic '.epe� shafl be �.a minimum o` 2 'rnches �ir� width a�d.��Nlaced . - �. ... � �.. � . � . . . - . .. �. . . contiru=:us!y �he entirc length of the sterm drain trenc��. - .. � . �.. � . . � � � � � . � . .. .. .. . �. .. ! '� F � f r t rm ��drains sha`si be in accerdanca with the �� SecE�on �7 of `,ee � . � �� ' �. � � � . � � � � � � � - . . X. A.I .renc �e.� o. s o . . . . currer.t WSD07 Specitic,ations . for Ro��'s, Bridges and Mu�icipol. Constructzon. � . � � � . � . .. . Y. Any permane,it #iow �contrcl €oci,ity used as a :emporary seRf(iny basin shall � �e � .� - � � , .e mocifi<=� 4iith Ehe riecr.ssary eros'ron co,+,rol meesures and shali pro��ide adequate� . sto.roge; r.apoc.'ty. It the 1aCilii}' iS to iunetion as a;; infiitroiion syskem, :ne . �. . �' p .. . �. � . tempora�y tucitity ;nus[ be 9roded s� 'that the bottorr:�und s�d_s a�re a least ih.ee r ,'-�rt ob�ve the fincl rede of tt?e r�ermarrent faciiit. . . . �3) e 9 Y Z� Overflow, spillweys, gravel fil;er windows must be construcied per plans ond soecifie�.r,tior:s. No deviations. As-built for ver,iicatior• re,quired. . . AG„ C�u�rry roc;� rnust �e sound "hard" d�rab�e rock !vo recycled mote�ioi�. � � . . � � - . �I . � . � �. . �. -� BB. •� ress I!ned swc!e sYiu;l be cor..siructee per :he dstails provided. �No de�iotior.s � - �. - . � � � �. � - a1!owatl, 6�II swoles must be operatiorsel oefore ecceptor:ce. � . � � - . � � . � � � � �. - � � � �� CC. k�inirwm 1-foct separction beiween pipes in Type II calch bas:ns. , �.. � �� ��. . �� - � � � �. . �,.��� � �. . �.�. �.. � � � � � � ,�� F-'. � � � �' . � .. .. . .. . . . . . . 'i .-----^--+„v' .. � �.t .. � . . ... . . C'' . . r . . ... ., .rE, � � ... . .. . � � .. � .. �,, ,�'p� �r ,,y�-,, � ,ra, r � " .c�� , ��S . . ; - �. - .. e':' � . .. � .. . . � �. ��.. . . .. .. .. . . �7. w �'4 , �� �� �. .. .. . . .Y I � � ' � ., � . ... . .. �. : .. . . .. . . . � . . � . .. . � .. . . . . . . .. . �..�� .. � , � . . . . . .. . .. . _ . .4. ,r,w i V � . . � . . . . . . . .. . .. . . � ;,�J _ ._�. . . . .. . .: j ��, ., . . r, � .,.. . . .. �?, . _, � i �.'�d ,>. �z..� �,.. . J�. �.. �`,� .. ... i � PLAN SHEET t5 RCCEPTED FOR CONSTRUC7IQN IIS ACG6RDANCE VAit1 TriE CI7Y OF �� �� � �� ��� .- �CORTES ORDINANGES AND POLICIES. AC'iUAL CQNFbRMANCE OF TNE DESiGN +Mh! � � . i1CABLE EAWS k5 THE SOLE RES�ONSIBIUTY Of THE PROFES510N/tL ENG1NEfR, WH45E If AND 55'AMP APPEAR 9N 1HI5 SHEET. ACQUIRING, COMPLl1N6 WITH, AND PROVIPING �� GA�ION Fflft ALL FEDEf2A4 STATE, C6llNTY. AND LQCAL i.AWS, PERMiT5, ANp MANDAtE5, . .. �.. .UDING BUi NOT IJMtTED TO `ME ENDANGERE6 SP£CIES ACF, EEDERAL WETLAND PERMI3; eo 1E OEPARTiAENi OF FlSHERIES AND HYDRAULICS PE€2MIT, FED£RRL FLODD PLAIN 1AIT5, NATI9NAL POLLUTANT DISCHARGE EUMINATIDN SYSiEM PEfrMiT IS TNE � . 9'ONSiBILI7Y OF THE DEVEICYRER, LAN6 OWNER, ANO TNEIR ENGINEER. 'fHE ISSUANCE OF . � > PERAIIT SNALE. NOT BE CONSiRlfED AS PRQOF QF COMPIIANCE N1TH APPUCA9t.E .�AND PERM3T RE4UIREMENiS. � �.. . ;�� .� .. . .,=S<����`�`'� � � i � - �����t � 1 GiTY ENGINEER " QATE PLA1�T STA'TUS: SGALE: AS SHOWI�E SHEET 11T1E: s � __ � �DRAWN BY: D. REMSEN CHECKED BY: J. RAVNIK DATE: 10.16.19 SECTiON 30 T. 3S N., R. 2 E., W.M. CONSTRUC110N FOR THE ACCEPTED PRUJECT lS TO START WITHIN t �eA� a� �naE �n�. �.7L'����7H I1`y N DRAWING NU. 907 3aT'H STREET "�8025.SPECS.dwg dOB N0. F�R ssozs E� T�Rfy Ar.3��A� LL� SNEET N0. 1S dF 16 � �a i I PROJ�CT T�AM OWNER EK TERA ASARA LLC A05 20TH STREET ANAGORiES. WA 98227 PH6N�: (360J 776-3701 �AX: EMA3L: ja�.aho37�gmail.com CONiACiS:KULJIT SHOK@R ARCHITECT CARLETTI ARCHIT€CTS. P.S. 116 E�IR Si. SUITE A MOUNT V�RNON, WA. 98273 PHONE: �360� 424-6394 FAX: (360) 424�5726 EMAIL: peterscarlettiarchiT�cta.com CONiACiS: P�T�R CAR��TTI CONTRACTOR �A��R CON�iRUCiI9N 131 E. GR9V�R SYR�@i LYND�N. WA 99264 PHONE: �60-3�9-�920 FAX: EMAIL: DaleOfabercor�truction.cam CONiACTS: DAL� KING CIVIL ENGINEER/ SURVEYOR RP,VNIK 6 A950CIP,i�� P.O. 60X 361 6URI�INGTON, WA 99233 PHONE: (�80) 707-2048 FAX: (360) 797-2216 EMAIL: jravnik9ravnik.net CONiACT: JOHN RAVNIK STRUCTURAL ENGINEER BRAD�EY ENGINEERING 810 YEW SiREE� BELLINGHAM. WA 68228 PHONE: j360� 752-5785 FAX: - EMAIL: davidebradteyengineeringinc.com CONTACT: DAVID BRADLEY MECHANICAL ENGINEER BERONA ENGINEERS, INC. 4630 200�H SiR��T SW. SUITE C LYNNWOOD, WA 8�036 PHON�: (425) 744�6933 �ax: - EMAIL: mberonaoberonaengineera.com CONiACT: M�I�CHOR 6@RONA SYM�OLS , NORTH ARROW � GRID LINE A �o BUILDING SECTION A WALL SECTION -4.0 2 DETAIL 8.0 � PROPERTY CORNER INTERSECTION TOP OF 9UBFLOOR ELEVATION MARK EL. 10'-10 1/2' 25.00' (N�W1 SPOT ELEVATION 23.72' (�XIST.j ROOM�NAME �p� ROOM NAME / NUMBER Ot DOOR MA,RK OWINDOW MARK F- � v FLOOR MATERIAL z ADJACENCY 0 U ALIGN qLIGNMENT OF IT�M � REVISION MARK INTERIOR ELEVATION MARKS A����VIATIONS G�N�RAL NOT�S p�OJ�CT �ATA 1. IN GENERAL. PLAN DIMEN9IONS SHOWN ARE TO FACE OP STUD OR P R 0 P E RTY I N F 0 R M ATIO N A6V ABOVE JNT JOINT FACE OF CONCRETE.UNLESS OTHERWISE NOTED. DO NOT SCALE THESE AFF A60VE FINISH FLOOR DRAWINGS. U5E CALCULATED DIMENSIONS ONLY. VERIFY ALL DIMENSIONS PROPERTY ADDR�9S 907 90TH STREET AC TILE ACOUSTICAL TILE LVL LEVEL DATUM. AND LEVELS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT ANACOREiES. WA 98221 ACP ACOUSTICAL CEILING PANEL L LONG, LINE IMMEDIATELY OF ANY DISCREPENCIES. � BUILDING CODE 201b I6C/ 2012 IFC ACT ACTUAL LAV LAVATORY 2. CONTRACTOR SHALL VERIFY ALL EXISTING COND 0 � �N�RGY COD� 2018 WA9HINGTON STAT@ NR�C AL ALUMINUM LIN LINOLEUM INITIATING THE WORK. NOTIFY ARCHITECT OF ANY DISCREPANC S. ' �IRE SPRINKI��RS Y�S ARCH ARCHITECTURAL LT LIGFtT g. ALL WORK SHALL COMPLY WITH THE 2015 IB . IFC. IPC. IMC AS AM NDED BY WASH. A TILE ASPHALT TILE STATE. PROJECT SHALL ALSO COMPLY WITH HE 2018 NREC AND TH VIACQ CODES. AVG AVERAGE MAR MARBLE PROJECT SHALL ALSO COMPLY W/ JURISDICT NAL CODE AMENDME TS BY THE LOCAL �IR� ALARM Y@S MO MASONRY OPENING AGENCY. CONTRACTOR I9 RESPON3IBLE FOR 0 INING NECES3A PERMITS 6 Z 0 N I N G BFF BOTTOM FINISH FLOOR MFR MANUFACTURE INSPECTIONS TO COMPLETE THE WORK. CONTRAC URRENT VALID CITY OR COUNTY BUSINES9 LICENSE PRIOR TO ISSUANCE OF PERMIT. WHEN RE4UIRED 8Y LAW. ZONING: C� COMMERCIAL BLKG BLOCKING MATL MATERIAL SIi� S�/ ACR�5: .35 ACRES BOS BOTTOM OF STRUCTURE MECH MECHANICAL 4 TORTHE ARCHSTECT MMEDIATELYAFOREDIR CTION OF HOW TOEP ORC ED. MTL METAL 5. VERIFY ALL ROUGH-IN DIMENSIONS FOR EQUIPMENT PROVIDED IN THE CONTRACT BY P A R C E�. # OTHERS PROVIDE ALL BLOCK-OUTS, BLOCKING, BACKING AND JACKS REQUIRED FOR P�RC�L: P60�11 AND P60612 CPT CARPET MIN MINIMUM DUCTS, PIPES, CONDUITS, EQUIPMENT, FIXTURES. AND CABINETS. VERIFY SIZE AND TWN./ RNG./ SEC. CLG CEILING MUL MULLION LOCATION. iWN96 RNG02 S�C30 CEM CEMENT NAT NATURAL 6. DO NOT SIGNIFICANTLY VARY OR MODIFY THE WORK SHOWN. EXCEPT � U I L D I N G S ET 8AC K S rC.. CENTER LINE NOM NOMINAL UPON WRITTEN INSTRUCTION9 OF THE ARCHITECT. FRONT STR��T INORiHI: 0'-0' REQUIR�6 I�K1 C TO C CENTER TO CENTER NA NOT APPLICABLE 7. VERIFY LOCATION OF ALL EXISTING UTILITIES INCLUDING BUT NOT LIMITED T0: �ID�: INi'�RI6R (�ASi): 0'�0° R�QUIR�D IaKI CT C�RAMIC iI�� NIC NOT IN �'HI9 CONTRACT SEWER. SEPTIC, WATER. GAS, POWER, AND TELEPHONE. CAP, MARK AND PROTECT. GLO C�OS�T NiS NOT i0 SCAL€ 8. DETAILS ARE INTENDED TO SHOW THE INTENT OF THE DESTGN. MINOR MODIFICATION �ID�: INT@RIOR (W€Sil: 0'-0' R�QUIR�D IOKI CW COI�D WAT�R N0. � NUMB�R MAY BE REQUIRED TO SUIT THE FIELD DIMENSIONS OR CONDITIONS AND SUCH REAR: I��UTwI: 0'-0' REQUIRED (OK) C4L COL�UMN MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK OP THE CONTRACT. •� U I L D I N 47 H� I G H T CONC CONCREiE OC ON C@Ni�R 9. PROVIDE CLOSURE, MEETIN� THE REQUIREMENTS OF ALL GOVERNING CMU CONCR�T� MA50NRY UNIT 40'-0' MAX ALLOW�D P�R ZONgNG OD OUiSID� DIM@NSION AUTHORITIES, AT RATED PARTITIONS, FLOORS, CEILING9, AND ROOF GON�T CONSiRUGiION �� ���R LOCATIONS. ALL REQUIRED FIRE-RATED PARTITIONS SHALL BE 142'�0° MAX ALL,OWED �ROM AV�RAG� �XISTING GR,4D�) CONT CONTINUOUS pVbD OVERb�AD CONTINUOUS FROM FLOOR TO UNDERSIDE OF STRUCTURE ABOVE. P A R K I N G C A L C U Lf�TI O N COORD COORDYNAiE 10. THE CONTRACTOR SHALL CONSULT PLANS OF ALL TRADES.INCLUDING COR CORRIDOR DESIGt�-BUILD DOCUMENTS REQUIRED BY CONTRACT DOCUMENTS, TO VERIFY �PP.RKING R�Q'D MOi�L PNT PAINi C�M �U6IC ���T P�R MINUi� PTD PAINiED SIZE. WEIGHT. POWER, LOCATION AND OTHER REQUIREMENTS AND LOCATION 1 5iALLS R�@UIR�D P�R UNIT OF THOSE ITEMS TO BE INSTALLED PRIOR TO COMMENCEMENT OF WORK. 36 UNIiS 36 SiAl�l�S PROVIDED DTI� DEiAIL PI� PLASiER. PI�Ai� �� NO BUILDING OR PORTION OF A BUILDING SHALL BE OCCUPIED OR USED -l2l �CCESSI�E ADA ;iALLS PROVID�D t�EING VANI�K) P LAM PI�ASTIC LAMINAT� DdA DIAM@T€R PLYWD PLYWOOD FOR STORAGE PRIOR TO THE ISSUANCE OF THE CERTIFICATE a DIM DIMENSION OF OCCUPANCY. NO EXCEPTIONS. I,�UILDING CODE DATA Pi POST�i�N5I0NED GONCRETE DO DITTO 12. SEPERATE PERMITS ARE REQUIRED FOR PLUMBIN�, MECH.. ELPC.. FIRE SPRINKLER. PRESSURE-TREATED WOOD FIRE ALARM SYSTEMS 8� SIGNAGE. OCCUPANCY (R-11 - RESID@NTIAL � b9i�L DR DOOR (�I- AC�SSORY US€S i0 HOT�L- O��IG�� �RONT B@SK BR@AK�AST ROOM DN DOWN QT RUARRY TILE 19• ALL EXPOSED EXTERIOR SHEET METAL SHALL BE GALVANIZED, PRIMED AND PAINTED. D.S. DOWNSPOUT • CONSTRllCTION TYPE V-A FULLY 9PRINKLED. DWG DRAWING RL RAIN LEADER 14. ALL WOOD IN CONTACT W/ CONCRETE SHALL BE PRESSURE TREATED. R-1 ALLOWABLE I41 STORY 36.000 9.F AND 70'-0' TALL. DF DRINKING FOUNTAIN REF REFRIGERATOR, PRESSURE TREATED WOOD SHALL BE USED FOR WOOD MEMBER9 WHICH REFERENCE FORM THE STRUCTURAL SUPPORT OF BALCONIES, DECK9. OR PORCHES REINF REINFORCING BAR ETC. WHEN SUCH MEMBER9 ARE EXPOSED TO THE WEATHER. FIRST FLOOR EA EACH REV REVISION SECOND FLOOR ELEC ELECTRICAL 15. 9LOPE ALL DECKS, PATIOS, AND WALKWAYS AWAY FROM 6UILDING THIRD FLOOR R RISER, RADTU9 MINIMUM OF 1/8'/FT FOR P05ITIVE DRAINAGE. ELEV, EL ELEVATION FOURTH FLOOR EQ EQUAL RM. RMS ROOM.ROOMS �8. PROVIDE EXPANSION JOINTS IN ALL CONCRETE SLABS AS REQUIRED (EI EXIST EXISTING RO ROUGH OPENING TO PREVENT CRACKING. SAW CUT ALL SLABS A5 REQ'D. TOTAL 5P EXT EXTERIOR 77. PROVIDE FIREBLOCKING, DRAFTSTOPS, AND FIRESTOPS IN ATTIC9. FLOORS, 3.358 S.F. COVERED PARKING/CANOPY 1.410 S.F. 4.818 3.F. 4,818 S.F. 4,818 S.F. 17.812 S.F. NO STORY EXCEEDS 98,000 S.F. SCHED SCHEDULE AND WALL CAVITIES AS REQUIRED PER THE IBC. F I R E F LO W SEC SECTION �g, ROOF DRAINS, AND OVERFLOW DRAINS SHALL COMPLY W/ THE IPC & IBC. FO FACE OF, FINISH OPENING SHT SHEET AND WALL CAVITIES AS REQUIRED PER THE IBC. V-A 17,812 FIRE FLOW 2,750 FRP FI9ERGLASS REINF POLYESTERSV SHEET VINYL REDUCE BY 75X FOR SPINKLERS �1.500 REQURIED IOK) FAAP FIRE ALARM ANNUNCIATOR SPECS 9PECIF CATIONS �� DRAWIN�S INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF PANEL SF SQUARE FEET CONSTRUCT ONASHALL BE USED SUB ECT TOMR VREW BYITHE ARCHITECT. D E F E R R E D S U� M ITTA L S FD FIRE DAMPER S� V STAIN h VARNISH -@LECi'RICAL PERMIi/ DRAWINGS 20. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTI�NS AND TH� MEANS. FE FIRE EXTINGUISHER SV SHEET VINYL ° -FIRE PROTECTIONS SYSi�M -�IRE SPRINKLERS 9TRWY STAIRWAY METHODS, TECHNIQUES,SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. _FIRE PROT@CTION9 SYSTEM - FIRE ALARM 6 DETECTION 5Y9TEM FF FACTORY FINI9H STL STEEL 21. CONTRACTOR SHALL RETAIN ONE SET OF THE PLANS TO NOTE AND DOCUMENT ALL � FF FINISH FLOOR CHANGES DURING CONSTRUCTION. THE SET SHALL BE A PART OF THE CONTRACTOR'9 -SIGNAGE PERMITS FRT FIRE RETARDANT TREATED STOR 9TORAGE CLOSE-OUT PACKAGE TO THE OWNER. CLOSE-OUT PACKAGE 9HALL INCLUDE: �LIGHiING PLAN AND NREC FLASH FLASHIN� STRUCT STRUCTURAL (1) 5ET OF SHOP DRAWINGS, PRODUCT LITERATURE. EQUIPMENT WARRANTEE MANUALS. SPECIAL IN.7PECTIONS REQUIRED FLR FLOOR SUSP SUSPENDED 22. CONTACTOR SHALL PROVIDE SOLID BLOCKING. UNLESS NOTED OTHERWISE AS REQUIRED PER I6C CHAPT�R 17 PROVIDE THE FOLLOWING THRESH THRE9HOLD F.A. FLUID-APPLIED FOR NAILING OF ALL INTERIOR AND EXTERIOR TRIMS, PINISHES. AND FIXTURES. THE �PECIAI� INSPECTIONS: FND FOUNDATION T.O. TOP OF CONTRACTOR SHALL PROVIDE FOR ALL THE NECESSARY FRAMING AND BRACING FOR TH� �ARTHWORK AND COMPACTION T TREAD. THICKNESS INSTALLATION OF OWNER FURNISHED ITEMS SUCH AS SIGNAGE. MENU BOARDS ETC. �T�@L CON�iRUCiION AND HIGH �TR€NGiH 60LTING FOIC FURNISHED BY OWNER. �PDXY AND DOWL�D ANCH�Ra AND R�6AR TEMPERED INSTALLED BY CONTRACTOR 23. WHERE EXISTING WORK IS DAMAGED. CUT,OR DEFACED DUE TO PERFORMANCE ST��L R�IN�ORCEMENi FOIO FURNISHED BY OWNER, TS TUBE STEEL OF NEW WORK. THE CONTRACTOft SHALL PATCH AND REPAIR SAME TO MATCH ADJOINING CONCREiE INSTALLED 8Y OWNER TYP TYPICAL SURFACES. REPAIRED FINI5HE9 SHALL BE EXTENDED TO THE NEAREST VISUAL aTRUCTURAL OB9ERVATION BREAK LINES SUCH AS CORNERS, CEILING LINES, TOP OF BA9E OR SIMILAR. 5EE STRUCTURAL DRAWINGS FOR ADDITIONAL NOTES FCIC GA GALV GAP GL GWB HC HDWE HP HT HM HOR MB HW HWT HMD HMF ID INSUL INT FURNISHED BY CONTRACTOR. UNFIN UNFINISHED INSTALL@D BY CONTRACTOR UNO UNLESS NOTED OTHERWISE 24. THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND MAY BE REPRODUCED ONLY WITH THE WRITTEN PERMISSION OF THE GAUGE UR URINAL THEHA CHITPCTTHORIZED REPRODUCTIONS MUST 6EAR THE NAME OF S p E C I A L U S E S E CTIO N 4 2 0 GALVANIZED VCT VINYL COMPOSITION TILE GLASgATOR ALARM PANEL V NRT VINYLCAL � N�� G Y C 0 p� DWELLING UNITS I N� HEL9AMEWBUILDING HALLNBE GYPSUM WALLBOARD VR VAPOR R@iARDER gUILDING ENVELOPE CONSTRUCTED Aa FIRE PARTITIONS P�R IBG 70� VTO VENT TO OUTSIDE 420.3 - HORIZONiAL S�PARATION - WALLS SEPARAiING HANDICAP WC WATER CL09ET 1. SLAB INSULATION.IF ANY SHALL CONFORM TO THE SPECIFICATIONS DWELLIN6 UNITS IN T41E SAME BUILDING SHALL BE HARDWARE WP WATERPROOFING AND.IF EXPOSED, SHALL BE PROTECTED AGAINST DAMAGE FROM ALL CONSTRUCTED A9 HORIZONTAL ASSEMBLI€S IN HEAT PUMP W9 WHEEL STOP SOURCES. ACCORDANCE WITH SECTION 711. [NOT REQUIRED HEIGHT W WIDTH 2• ALL INSULATION SHALL BE OF THE THICKNESS AND DENSITY AS BECAUSE THERE I5 NOi HORIZONTA� S�PARAiION HOLLOW METAL WDO WINDOW PRE9CRI6ED IN THE PLAN9.INSULATION SHALL BE INSTALLED BETWEEN DWELLYNG UNITS.) ACCORDIN� TO THE MANUFACTURERS' RECOMMENDATIONS. HORIZONTAL w/ WITH 3. DOORS AND GLAZING SHALL BE OF THE TYPE AND SIZE OF THOSE 420.5 - AUTOMATIC SPRINKLER SYSTPM. CROUP R HOSE 6IB WD WOOD PRESCRIBED IN THE PLAN. U-VALUES SHALL MEET OR BE LESS THAN OCCUPANCIES SHALL BE EQUIPPED THROUGHOUT WITH HOT WAiER WI WROUGHT IRON THOSE SHOWN ON THE PLAN. AN AUTOMATIC SPRINKLER SY9TEM IN ACCORDANCE HOT WATER TANK WRGB WATER RESISTANT 4. AIR LEAKAGE IS CONTROLLED BY SEALING OR CAULKING ALL JOINTS WITH SECTION 809.2.8 [OK) PROVIDING FIRE SPRINKLER HOLLOW METAL DOOR GYPSUM 60ARD 5. WAL�L,GCEILING AND S AB ENSULATION 9HA LL BE AS CALOLED ARDENING RAT E D AS 5 E M 8 L I E S HOLLOW METAL fRAME ZINC. ZINCALUM� TYPE. INSIDE DIMENSION OUT ON THE APPROVED PLANS AND SHALL CONFORM TO STANDARDS INSULATION REGARDING DENSITIES AND R-VALUES. AN APPROPRIATE MOISTURE TABLE 601 RATING R�@'D �OR 6UILDING @L@M�NTS BARRIER SHALL BE INSTALLED ON THE WARM SIDE OF THE EXPOSED INTERIOR WALLS.IT SHALL BE CONTINUOUS AND SEALED. BUILDING ELEM�NT TY�� V-A `,��� N�� " ��� 6. FRAMING ASSEMBLIES SHALL BE SHOWN ON THE APPROVED PLANS. pRIMARY STRUCTURAL FRAME 1-HOUR Y @' BEARING WALLS EXTERIOR i-HOUR 708 FIRE PARTITIONS 708.1 G�NERAL - R-1 SHALL COMPLY WITH THIS S€CTION. 708.3 FIRE R��IaiANC@ RATING -�'IR� PARTITIONS 5HALL WAVE A�IR� R�SISi'ANC� RATING OF NOi L�SS THAN 1 HOUR: EXC@PTION 2: DW@LLING UNIT AND �L@@PING UNIT IN BUILDINGS OF TYPE V-$ CONSTRUCiION SHALL HAVE PIRE RESISTANCE RATING OF NOT LES9 THAN 1/2 HOUR IN 6UILDINGS �@UIPP�D �'HROUGHOUT WIiH AND AUTOMATIC SPRINKLER SY9iEM IN ACCORDANCE WITH SECTION 803.3.1.1 708.4 CONTINUITY - FIRE PARTITION9 SHALL EXTEND FROM THE TOP OF THE FOUNDATION OR FLOOR/ CEILING ASSEMBLY BELOW TO THE UNDERSIDE OF THE FLOOR OR ROOF SHEATHING, SLAB OR DECK ABOVE OR TO THE FIRE-RESISTANC� - RATED FLOOR/ C�ILING OR R00�/CEILING ASS@MBLY A�OV@. AND SbAl�l� 6� SECUREI�Y AiiA,CH�D HER�iO. (1/21 HOUR RAT�D WALLS B�'�WE�N DWELLING UNITS �XTEND �ROM FOUNDATION TO THE UNDERSID� OF YHE FLOOR AND ROOF SH�ATHING A�OV@ IOKI 9ECTION 713 4 FIRE RESISTANCE RATING SHAFT ENCLOSURES SHALL HAVE A FIRE RE9ISTANCE RATING OF NOT LE95 THAN 2 HOURS WHERE CONNECTING FOUR STORIES OR MORE, AND NOT LESS THAN 1 HOUR WHERE CONNECTION LESS THAN FOUR STORIES. SECTION 711 HORIZONTAL ASSEMBLIES: ,�ALL BEARING WALLS 1-HOUR RATED 5EE FILE # GA 3661 SECTION 711243 DWELLING UNITS AND SLEEPING UNITS -ALL STAIR/ EL�VATOR/ SHA�i WAl�LS 2�HOUR RAT€D HORI20NTAt� AS5@M6LI�S S�RVING AS DW�L�ING 9R 9EE FILE f GA WP 4230 SLg��ING UNIT S�PARATIONS IN ACCORDANCE WITH -1/2 HOUR FIRE PARiITION 6@TW€€N UNIiS S�� GA ����'ION 420.3 �FiALL B� NOi LE99 THAN 1-HOUR FILE # GA 9380 PIRE-RESISTANCE RATED CONSTRllCTION -ALL FLOOR ASSEMBLIES t-HOUR RATED SEE FILE # FC 5012 -ALL ROOF ASSEBLIES 1-HOUR RAT�D SEE FILE i� RC 2803 RATED WALLS - IDENTIFICATION IBC 703.7 MARKING AND IDENTIFICATION FIRE WALLS, FIRE BARRIERS. FIRE PARTITIONS. SMOKE BARRIERS AND SMOK� PARTIiI0N9 OR ANY OTbER WALL R@RUIRED TO bAV� PROTECTED OPENINGS OR PENETRATIONS SHALL 6E EFFECTIVELY AND PERMANENTLY YDENTIFIED WIiH SIGN9 OR ST�NCILING. "aUCH ID�NiIFICATION SkAl�l�: t. BE LOCATED IN ACC@S�I6L� CONC�AI��D FLOOR. FLOOR-C�I�ING OR AiiIC SPAC�S; 2. BE LOCATED WITHIN 15 �EET 0� THE END OF EACH WALL AND Ai INikRVALS NOT EXCEEDING 30 ���i M�ASUR@D HORIZ9NTALl,Y A�ONG TH� WALL OR PARTITION; AND 9.INCLUDE LETi�RING NOT LES5 THAN 3 INCH�S IN MEIGHT WITH A MINIMUM 3/8' SiROKE IN A CONTRASiING COLOR INCORPORAi'ING iH€ SUGG€�T�D WORDING.'�IR� AND/OR SMOK€ 6ARRIER - PROTECi AI�I� OP�NINGS' OR OiN�R WORDING. ��AVIIING iN��X A-0.0 COVER SH�ET/ CODE ANAI�Y9IS A-0.1 OGG. LOAD/ GA ASSEM6LIES CIVIL SHE�T 1 OF 17 COVERSH�@T SH�ET 2 OF 17 �ROSION CONTROL PLAN 1 OF 2 SHEET 9 OF 17 EROSION CONTROL PLAN 2 0� 2 aHEET 4 OF 17 ONSIT� PL�N �H�Ei 5 0� 17 OFFSIT� SIT� PLAN 1 OF 2 SHEET 6 OF 17 OFF5IT� �ITE PLAN 2 OF 2 SH@@T 7 0� 17 30TH ST PLAN 6 PROFILE 1 SHEET 8 OF 17 90TH ST PLAN 3 PROFILE 1 SHEET 8 OF 17 'Q' AVE PLAN d� PROFILE SHEET 10 OF 17 DIMS. PARKING .SIGNAGE 3H@ET fl 0� 17 9UIL,DING S�T�ACK AND CROS�a-S�CiION� SHEEi 12 OF 17 DETAILS SHEET 13 9F 17 DETAILS �FiE�T 74 OF 17 D�TAILS eaHE�T 15 OF 1% "aP�CIFICAI'IONS vH��T 16 OF 17 SPECIFICATIONS SHEET 17 0� 17 �PECI�ICATYON s ARCHITECTURAL A-1.0 SIT� PLAN A-2.0 FIRST FLOOR PLAN A-2.1 S�COND F�90R PLAN A-2.2 THIRD FLOOR PI�AN A-2.3 FOURiH ��OOR PLAN A-2.4 R00� PI�AN A-2.3 SCH�DUL�S A42.6 SCHEDUI��5 A-2.7 FIRST FLOAR REFLECTED CLG P�AN A-2.� ��COND �LOOR RE�L�CiED CLG PLAN A-2.9 THIRD �LOOR R�FLECTED CLG PLAN A�2.10 �OURiH FI�OOR RE�LECTED CLG PI�AN A-9.0 ELEVATIONS A-4.� SEC710N5 A-4.1 �EC�I9NS A�4.2 SECiIONS A-4.3 S�CTIONS A�4.4 5EC7'YONS A�4.5 SECiIONS A-5.0 iYP. WALL S�CiI9NS A�5.1 TYP. WALL SECTIONS A-5.2 iYP. WALI� SECiI0N5 A-6.0 STAIR DEiAILS A-6.1 WALL TYPES A-6.2 DOOR/ WDO DETAILS A-6.3 SIDING DETAILS A-6.4 ROOF DETAILS STRUCTURAL 5-i of 10 �OUNDATION PLAN S-2 of 10 DETAILS S-3 of 10 SECOND FLOOR FRAMPNG S-4 of 10 THIRD �LOOR FRAMING S-5 of 10 FOURTH FLOOR FRAMING S-6 of 10 ROOF FRAMING S-7 of 10 MAIN FLOOR SHEAR WALLS S-8 of 10 SECOND - FOURTH FLOOR SHEAR WALL9 S-9 of 10 ELEVATION HOLD DOWNS 5-10 of 10 NOTES SPECS MECHANICAL M-0.0 LEGEND h NOTES M-0.1 HVAC SCH�DULES M-2.1 FIRST FLOOR HYAC PLAN M-22 SECOND FLOOR HVAC PLAN M-2.3 THIRD FLOOR HVAC PLAN M-2.4 FOURTH FLOOR HVAC PLAN M-2.5 HVAC ROOF PLAN M-9.0 HVAC DETAILS P-0.0 LEG€ND 8� NOiES P�0.7 PI�UM�ING SCH�DULES P�2.0 FOUNDAiION PL,UM6ING PLAN P-2.1 �IRST PLUMBING PLAN P-22 SECOND PLUMBING PLAN P-2.3 THIRD PLUMSING PLAN P-2.4 FOURTH PLUMBING PLAN P-9.1 FIR9T FLOOR DOMESTIC WATER PLAN p-92 SECOND FLOOR DOMESTIC WATER PLAN P�3.3 THIRD FLOOR DOMESTIC WAT�R PI�AN P-9.4 FOURTH FLOOR DOMESTIC WATER PLAN P-4.0 PLUMBING WASTE & VENT RISERS P-4.1 PLUMBING DETAILS LANDSCAPE L-1 PLANTING PLAN S° CARLETTI ARCHITECTS �aSo architecture, planning, interior design 116 �ASi FIR STREET SUIiE A MOUNT VERNON. WA. 9�273 Phone: 360 424-0394 Fax: 360 424-5726 sa2s STAIE 8-14-19 SALISH INN 907 30TH STR�ET ANACORTES, WA 98221 EK i�RA ASARA, ��C 905 20T�f �TREET ANACORT�S, WA 9�211 CONTACT: KULJIT SHOK�R EMAIL: JAS.SH037�GMAI�.COM PHONE: 360-770�3%01 ���� ����� 360.3�4.3��� • •-� - �I�i REVISIONS: 6/14/19 PERMIT SUBMITTAL �1 8/27/19 PERMIT REVI5ION8 ENVEt,OP� R�QUIREMENTS P�R 2072 IECC. WS@C AM@NDM@NTS THE FOLLOWING ARE REFERENCES DIRECTLY FROM CHAPTER 51-itC WAC FOR ENVELOPE REQUIREMENTS. CONTRACTOR TO VERIFY ALL SUB TRADES RECOGNIZE ALL R@QUIREMENTS TO ACHIEVE ENVELOPE LEAKAGE MINIMUMS AS R�GULAi�D BY STAT� COD�. C402.4.1.2.3 �UILDINC TEST. ""' "�OMPL�i�D BUII�DINC SHALL B� iE�T�D AND TH� AIR I�EAKAG� �� ;� �UILDING ENVEI�OP� SHAL� NOT �XC��D 0.40 GFM/Fi2 Ai A PRESSURE DI�FERENiIAL QP 0.3 INCHES WATER GAUGE IN ACCORDANCE WITH ASTM E 778 OR AN EQUIVALENT METHOD APPROVED BY TH@ CODE OF�f'ICIAL. A REPORT THAT INCLUDEa THE TESTED SUR�AC� AREA. �LOOR AREA. AIR �Y VOLUME. STORIES ABOV� GRADE. AND LEAKAGE RATES SHALL BE SUBMITTED TO THE BUILDING OWNER AND THE GOD� OFF2CIAL. C402.4.2 AIR BARRI�R P�NETRATIONS. PEN�iRAiION� 0� TbE AIR �ARRIER AND PAiH� 0� AYR I��AKAG� SMAI�I� �� CAULK�D. �ASKEi�D 9R OTbERWIS� SEALED YN A MANN�R C9MPAiIBLE WIiH iH� CONSTRUCiION MAi�RIAI�S AND �OCAiION. JOINiS AND S�ALS �aHALL 6E SEALED IN iH� 5AME MANNER OR TAP�D OR C9V�RED Wlihl A MOYSTURE VAPOR4PERM€A�L€ WRAPPYNG MAi�RIAL. SEALING MAi�RIALS SHALL BE A�PROPRIAi� i0 TbE CONSTRUCTION MATERIAL9 BEING SEALED. THE JOINTS AND SEALS 9HALL B� SECURELY INSTALLED IN OR ON TH� JOINT FOR ITS ENTIRE L�NGiF1 S0 AS NAT TO DISLODCE,L99�a�N OR OiMERWIS@ IMPAIR I7S ABILITY TO RESI5T POSIiIVE AND N�GAiIVE PRESSURE FROM WIND. STACK EFFECi AND MECHANICAL VENTILATION. C402.4.3 AIR LEAKAGE OF PENESTRATION. THE AIR LEAKAGE OF FENESTRATION ASSEMBLIES SHALL MEET THE PROVISFONS OF TABLE C402.4.3. TESTING SHALL 9E IN ACCORDANCE WITM THE APPI�ICA�LE REFER€NGE TEaT STANDARD IN TABLE C402.4.9 BY AN ACCREDITED,INDEPENDENT TESTIN� LABORATORY AND LABELED BY THE MANUFACTURER. C402.4.6.2 OUTDOOR AIR INTAKES AND EXHAUSTS. OUTOOOR AIR SUPPLY, @XbAUSi OP�NINGS AND RELIeF OUTLETS SHALL �� PROVID�D WITH CLAS� IA MOiORIZ�D DAMPERa WHICH CL4SE AUi9MATICALLY WH�N iH� SYSi�M I� 0��. R�iURN AIR DAMP�RS 9HAl�L �E �4UIPP�D WIiH MOTORIZ�D DAMPERS. DAMP�RS SNALL MAV� A MAXIMUM LEAKAGE RATE OF 4 CFM/FTxAT 1.0 INCH WAiER GAUGE iW.G.1 (240 PAI WHEN TESTED IN ACCORDANCE WITH AMCA 500D. BLDG O��ICAIL i0 CHOOSE 12 UNITS i0 DO �LOWER DORR TEST �a,�� ��,�:;� � r� '' S�P t o �Or9 SHEEi iIiLE: COVER�I���i PJC PROJECT ARCHITECT: PJC DRAWN BY: PJC CHECKED 6Y: o2io�i�g 19-31�.DWG COMPUTER FILE NAME COPYRSGHT 201R QARI_ETTt ARCHITECT&. P.&. z � m u� PLUM�ING CALCULATIONS EACH HOi�L UNIi HAS 1 R�STROOM. 1 LAV., t SHOWER. 3 UNITS ARE ADA ACCESSIBLE. TWO RESTROOMS PROIVED ON FIRSi FLOOR FOR GUEST AND STAFF. GW6, PAINT 24 X 48 MIRROR 99'-41' � 7'-e' � �s�p. � � 3YNK IN SOAP DISP. �e z A-8.0 � '�' � 60' P-LAM � � � N COV@D SV R' � BA3E ELEVATION GREEN GWB. PAINI 24 X 48 MIRROR DI9P�NSER EL 60' P-LAM SEAT COVER DISP. r 1 1/2' GRAB BAR � TIO 18' VERT. ORAB BAR GWB. PAINT 1 1/2' GRAB 6AR 80' P-LAM TISSUE PAPER DISPENSER COVED 9V 6ASE GREEN GWB, PAINT 80' P-LAM '�r LINE 0� �`� � 1�-`! I �_ iii � 98° MIN. 2�8 30' X 4�' CL�AR ��`r"� BASE COVED SV BASE - 5'�0' LOOR SPACE � MIN. PLAN� �LEVATION ELEVATION N GENERIC NOTES FOR W.C. COMPARTMENTS PER AN9I A717.1 CHAPTER 8 1. MIN. SIZE OF 9TALL 80' WIDE PERP. TO SIDEWALL 56' D��P �OR WAl,L HUNC W.C. 6 5G' D��P FOR PLR. MTD. 2. PROVIDE TOE CLEARANCES 0 FRONT PORTION AND MIN. (1) SIDE 0' A.f.F. H1GH EXTENDINO MIN. 8' BEYOND PARTITION. TOE CLEARANCE SHALL BE PERMITTED TO EXTEND MAX. 25' UNDER AN 2LEMENT. TOE CLEARANCE 9HAl.L EXTEND 17' MIN. BENEATH ELEMENT WHEN T.C. IS REQ'D. A9 PART OF A CLEAR FLOOR SPACE. TOE CL�ARANCE SHALL B� A MYN. 0� 90' WIDE. 9. IN MULTIPI�E �iALL RESiR�OMS OF Iel "�IX OR MORE PROVIDE MIN. (1) AMBULATORY STAI�I� W/ MIN. MIN. 36' WID� BY �0' D�EP COMPARTMENT. INSTALL SIDE-WALL GRAB BAR� �A. SID� OF C9MPARiMENi. 4. STALL DOOR TO 6E HINGED MAX. 4' �ROM iHE ADJACENT WALL OR PARTITION FARTHEST FROM THE W.C. 5. STALL DOOR SHALL B� S�LF-GL05ING. DOOR PULL SHALL BE PLACED ON EA SIDE OF STALL DOOR. MNT. PULL MIN. 34' MAX. 48' A.F.F. PULL SHALL NOT REQUIRE TIGHT GRASPING. PINCHING. OR TWISTINO OF THE WRIST TO OPERATE. 8. PROVIDE MIN. 42' CLEAR IN FRONT OF 9TALL DOOR. 7. PROVIDE COAi HOOKS WITHIN TOII�ei COMPARTMENT MAX. 48' A.F.F. GENERIC NOTES FOR ONE W.C. TOILET RM. PeR ANSI A117.1 CHAPi�R e 1. UNLESS NOT�D OTH�RWI�E ALL DYM�NSYONS SHOWN ARE MINIMUM. 2. OV�R AND UNDER DIM€NSION� INDICAiE ACCEPTABLE LIMITS. 9. DIMENSIONS SHOWN ARE ACCEPTABLE MINIMUM, AND MAY BE U52D IN CONJUNCTION WITH OTHERa A� 3HOWN. 4. EXP09ED DRAIN PIPES AND HOT WATER PIPES SHALL BE RECESSED. IN9ULATED OR OUARDED TO PREVENT BURN ACCIDENTS. 5. GRA� 6ARa SHA�.�. B� 1 1/4' TO 1 1/2' OU7aIDE DIA. AND SHALL BE ABL@ TO 5UPPORi A 500 L6 LIVE LOAD WIiHOUT PERMANENT DEFLECTION. 8. PLUMBING FIXiURES AND ACCESSORIES AR� �OR ILLUSTRATIVE PURPOSES ONLY. REFER TO AGTUA� PI�AN9. INTERIOR �I�EVATIONS, SPECIFICATIONS, ECT. �OR SP�GI�IC �IXiUR�S AND AGG�SSORI�S FOR THIS PROJECT. 7. ALI. HANDICAPPED TOILET ROOMS FIX7URE5 AND ACCESSORIE9 SHALL COMPLY W/ CHAPTER 11 OF THE IBC. AN9I A117ADA AND WAC 51-50. 8. ADDITIONAL FIXTURE9 9HALL BE MOUNTED AS FOLLOWS: T.P. DISP. 7-9' MAX. IN FRONT OF W.C. AND BTWN. 15' 6 48' A.F.F. ALI�OW MIN. 1-t/2' BETWE�N G.6. AND DISP. MNT. SOAP DISPENSER MAX. 40' A.F.F. BiM. �DO� OF MIRROR MAX. 40' A.F.F. 8. PROVIDE ADA �Y�NAG� P�R IBC 2006 AND ANSI A717. 10. SEE ACTUAL TOILET ROOM PLANS FOR ACTUAL DIMENSIONS AND LAYOUT. 11. PROVIDE OPEN END@D TOIL@T S�AiS PER IPC 409.2.8. 12. T.O. W.C. SEAT MIN.17' /MAX.1G' A.F.F. SEAT SHALL NOT RETURN AUTOMATICALLY. 73. FLUSH CONTROL^� HAND OPERATED OR AUTOMATIC. 14. MAX. DEPTH OF LAV. BOWL TO BE 8•1/2' DEEP. HAND OPERATED FAUCETS. SELF-CLOSING 5HALL REMAIN ON FOR MIN. t0 SECONDS. 15. FRONT 0� LAV. TO 9� MAX. 34' A.�.�. M@ASURED TO RIM OF 9INK. GENERIC NOTES FOR SHOWER STAL�.S PER ANSI A117.1 CHAPiER 8 1. MIN. SIZE OF STALL 88' X SB' W/ 88' WIDE 8Y 48' DEEP CLEAR FLOOR IN FRONT OF STALL. 2. PROVID� GRAB bAR� ACROSS TH� CONTROLL WALL AND ON THE BACK WALLTO A POINT 18' FROM iH� GONTRO� WALI�. 9. PROVIDE SWING UP SEAT WHICH FASTENS TO WALL. SEAT TO SUPPORT MIN. 250f LIVE LOAD. MNT. 9EAT MIN. 17' MAX. 16' A.F.F. 4. MNT. CONTROLS ON THE SIDE WALL OPP THE SEAT 98' MIN. AND 48' MAX. TH2 SHOWER PLOOR. 5. MAX. THRESHOLD FOR SHOWER LIP TO BE 7�,'. RECESS STALL INTO C�NC. 9LAB PER MANF'9. 8. PROVIDE SH9WER SPRAY UNIT W/ HOSE MIN. 59' LONG. CONTROLS FOR HEAD TO BE WITHIN 15' LE�i OR RYC3HT 0� TH� C@NiERLYN� OF TH� SEAT. 7. GRAB BARS TO BE 1-X�' DIA. W/ MIN. 1�X�' CI�EAR bETWEEN G.B. AND WALL. 8. IN5iALL LIMIT DeVYCE TO PREVENT THERMAL SHOCK PROTECTED TO 120 DEOREES P. :.��� 1. �+8124 tohgiae•and=groove, span•rate� sheathing {Exp�sure 3 j 2. �'e" thiek'€�Pe C gYpStlm k��rd 3; �3ec�-i'" i4isE (with (�a�ge size mrnmlufr �11; �°'th€ek x 3'fi" vaide). ��imurn spacirg oi2�" an-centeetorfiaat/ceiling assemfalies, 'Z�ren u��d i�r r�roflceAl€:g assenb4y„ spacing is p�rmiite� te �£XCBC'd 24"�ptf-C�Rf�3" .. . . .. . . . 4, '��3i}ient channe( at 96" on-cente� 5. h+linimurn 1�Iz ihick (2.5 pcf minirnum) minera! itic�oi �a€�s R00� -� GA FIL� N0. RC 2603 n CY�SUA� 1Nt�0.�fl.st3dlRA, WQt}6� STUDs; �����t, Fi��� ��suo�n�o� Bass iayer ?/s" type 3��. 9YAaum wall6pard applied at r�ght �ftgtes fo eaah=side of 2 x��: 6�u[x}d.... st�xds 24"' o.c. witEi 2+/a" 2`ype S ar W drywail screws 24" a.c. Fai� layer 3t�" type �' g}p�um vaa�6oard a�ptiad af stght angles to �xch stde with 2�h" Type S drywaii screws 8" a.c. 54Ta° mirieraE fiber insuiation, nominaE 3 pcF, €ricEion f€t in siud space. � doints staggered 2d" �aah Eayer ansi sid�. 7es� ai 5,54� ibs per stud or i0ti peeeent of design fpad. &lpAi74��AR1NG} SCA��: N.T.S. Z F6G�01R �iR� Thici�nessc -8�"� Approx. YUeighk� 13 psi� ^ FireTestt Ci��t2Fi-OG1Y0.3;1�-C1D , WALL GA �IL� N0. WP 423� SCALE: N.T.S. Thic%cn�ss: 6 314,, Approx ;Neight� �8 psf'� ��, Fite Test. � . . . Sea WP �6t7S .. {ULe��sf9-�;s,s-a�-s2: ' JL R27i 7 39, '€-20�-66� �, �:JLR35�'�-5�, s�'15�66. '��, JL� Gesig n �� U9o5;.. . . ..�'�, �LlLC Design tN3ii1'j� ''�,. �SoundTes� Fst�ma`.ee3_... ...... .': WALL - GA �IL� N0. Wp 3380 SCALE: N.T.S. �� �r�� ��. �� �s� [ � ������� � � ��c�� � �vn��� ���s����, �ocz�s ��u�ros, �IR� �!@d F#B�R i�Stdi�7tl� ��.One IaY��` ��m° �� � 99P��m wallboard aPPliEd a€ r�qht an9les to each sidu of 2 x d vtoo�.' ��' }�� � � siuds 96" o.C, with 2'la° Type� S or W dfysv�i� screws 12" o.c: 3�h" t�r�nsra2 fiiber� �,z r� I l� ,� v insu3aticzr�.�nOYrina9 2.5',�c�, frictio,� �t� in stL�d space. � � �� ,�( � . �� .. �. �; cr Vert'scat j�ainfs staggeze�i 98"��a.�„ tro�izon#ai lof[�fs sfiagg�rbd 24'" a.c,r �ih �pposile sicfasi ���. � Tested ai 2,578 ibs per stud or 40Q percent of tieaign ioad. (LQAC7-8E�Rl�a�} - Thickrtess> 4�1a" Apprax. Weight. 7.� psi Fire%sC� liSJ2Q�66170:1.4-0{t WALL - GA �IL� N0. Wp 3644 , 4 SCALE: N.T.S. w���� �r�� �����ztQ� ��r��"��tc���, �c�ci�-���n��i _ � GA FIL� t�C�.1NP 338t� - -- G�N�RlC -� '� MC�tJR 44 tc� 44 STG ; ��r���� w�LL�c���, w��� ��as �E�� s��r�� Cfie tayek-�8' type � 9YF��ro wa�iboa�[i orgypsum �6�erbaSe app7ted parellel �scat-: rfght angC�� ko each '��"s raf 2 x d i�aod siud� 98" o.c, s#aggers� 8' �.c. on 2 x 8 ivcaazj, plaies ta�ith��ficf coated naiis, 9 7l8"`icrr.�, C.0915�" sEzank, 1t4"�:}a�ad3, 7" a:c... �. Joints si��gefed 24u :t7n oppos;lasides, Hbriaiat�t�I braoing��'aquired at-�nf6-he(g�¢s • ' , , : {LOA➢•$E#€�ING] . _ Thickriess: 8Jla" re A�ro� Weighi: 8,5 psf Fir& T�53: IiS J98-22A49.1, 20-99 � WALL - GA �ILE N0. WP 3661 �v�s�s� ��,c.s.�o�:�a, �+b�� sru�s, �i�d� P10�32 i[dSULAiti�i {hte layer �1�" tyoe X 9YPsu€a walitzaard apRlTe� at rig�t ar€�1es to eachcs�de ot� x;6 we�oii studs 1�"o.c. with 2�ra" iYPe S ae'N �rryww�il screws 12" o.c. ��/x" minsraf fibar 3€�sulatron, nomEna[ 2.5 pci, fr�cEican tZt in siud space: VetUcal jiNnis staggered t8" o.o„ harizt�nt�l joln� sCaggere6 2&" o.c�, €�� opposite sides.; T�sted at 6;156 i6s pae stutl or 1D0 pers^ar�t �f tlesign io�i: {�,CtAYP-�EA�33+iS;) L 1 SCALE: N.T.S. ����� g����� ��Lllft�F��s ��F������3��°i��� 1 HC}tJ� E, .a �_���.������z „,����._� �m�� FICt� ������ �r��c a��az�; st��fl. cb�.a��s� ccsa��t �ase 6ayer tia" eYp'� � 9Ypsnm Walitzoard apptied arouod"TS4x4�.988��� tub� sieel: column .r � � i?. �d heid in piace with paper rr�asking taP�. 8ee.and3ay�r �(a" iYPs � 9Yp�um vralibt�ari3 �. � .�� e;: applied�-.ar�sund colu�?�n and held in place ttidh Paper maskin� t��e. Eace layer e�iYr�r 2�8 '.i .': i4 � s�,.. ga galvaniz�d stee� co!umn eover cc�nsis4ing ofi tvuo �-shaped sectians w�€h soap�loek j she�i Steel ;oints or22 ga galvaniaed steeS notumn cnv�rs �oneistiri� of twa L-sfiap�d �'j_ sectlnns.vrith lap joints £astened w+fh No. Sz�lz% sfre�t metel screws��12" o.c�. �` � "�-`-#' ion7ank�t joinks staggered 24" wetwe�n layers.. Fire Test; � UL NG5D5-(t-6j, 71N6f2&39�, 12 23-75, UL PdG5Q5; 77NK9513;: lJL Design X52H COLUMN - GA �IL� N0. CM 1450 SCALE: N.T.S. OCCUPANT LOAD/ EXIT REQUIREMENTS ROOM AR�A oGC. 0��� �XIT9 REQ'D NAME FACTO LOAD FIRST FLOOR VESTI6UL� 192.3 200 66 (g) EXITS PROVIDED (8K1 LOBBY/ SEATING 515.3 300 1 (1� EXIT PROVIDED (OKi FRONT DESK 199.5 - - (11 EXIT PROVIDED (OK1 OFFICE 138.3 - _ 5 EXITS PROVIDED OK R�STROOM 90.4 75 28 ��XITS PROVID�D OK E��VAiOR 73.� - - (5I �XIT� PROVID�D (OK) SiAIR 167 - � 1 �XYi �ROVYD�D OK HALLWA,Y 353.6 300 1 ji) EXI� PR9VIDED (OKj LINEN CHUT� 10.6 � � [4� EXIT PROVID�D (OK) LAUNDRY 264.9 300 1 2 EXIT PROVIDED OK 6REAKFA9T 5752 300 7 2 EXIT PROVID�D OK PREP 1352 300 7 21 �XIT PROVID�D OK FITNESS 286 300 1 21 EXIT PROVIDE9 OK HOi iU6 181.9 �00 1 2j @XIi PROVYD�D (OKj MECHNICA� 140 300 1 21 EXIT PROVIDED (OK1 EL�CTRICAL ROOM 108.5 300 1 21 €XIi PROVID�D (OKj 9'�AIR 157.2 300 1 21 EXIT PROVID�D (OKj RESTROOM 60.8 300 1 2) @XIT PROVID€D (OK SU� TOTAL g.543 � 88 �4j EXIT�PROVIDEDDRETAK�ING SECOND FLOOR UNIT 201 305.5 200 4 jij EXIT PROVIDED EA UNIT IOKI UNIT 202 245.8 200 2 111 EXIT PROVIDED EA UNIT IOKI UNIT 209 256.7 200 2 11 EXIT PR9VID€D €A UNIT OKI UNIT 204 305.6 200 3 (11 €XIT PROVID�D �A UNI7 jOK� UNIT 205 252 200 3 (71 EXIT PROVID�D �A UNIT jOK� UNIT 206 413.A 200 3 (1� EXIi PROVIDED (OK� UNIT 207 517.8 200 5 1�XIT PR6VIDED OK UNIT 208 269 200 5 1 EXIT PROVIDED OK UNIT 208 248.8 - - UNIT 210 329.6 � � - UNIT 211 251,7 _ � � UNIT 212 329.4 - - � SiAIRS 257.1 300 1 e50 ON� EXIT REQ'D HALI�WAY 548.5 � � <50 ONE EXIi R�@'D GUF�T LAUNDRY 43.2 300 1 >50 TWO EXITS R�Q'D HOUS�K��PYNG �4.7 300 1 e30 ONE EXIi R�@'D ELEVATOR €@UIP. ROOM 582 15 24 <56 ON@ �XIT R@Q'D ST,4IR9 157.5 - � _ ELEVATOR 79.8 - - - LAUNDRY CHUTE/ MECH. SHAFTS 30.2 - - SULJ To�QL 4�9697 72 (3j EXIT/S PR VSDEDR�OK� HIRD FLOOR UNIT 201 305.5 200 4 (t) EXIT PROVIDED EA UNIT (OK) UNIT 202 245.8 200 2 (tI EXIT PROVIDED EA UNIT (OK) UNIT ��3 256.7 200 2 1�XIT PROVTD�D �A, UNIT OK UNIT 204 305.6 2�0 3 (11 �XIT PROVID�D �A UNIT I�KI UNIi 205 252 200 3 (1 EXIT PROVID€D �A UNIi (OKI UNIT 296 413.8 200 3 (11 EXIT PROVID€D [OK) UNYT 20`7 �17.� �00 5 1�XIT PROVID�D OK UNIT 20b 263 200 5 1 EXIi PROVID�D OK UNIT 209 248.8 - - � UNIT 210 928.8 - - - UNIT �fl 251.1 m _ _ UNIi 212 329.4 - � - STAIRS 251.1 300 1 e60 ONE �XIT REQ'D HALLWAY 630.6 - 9 <b0 ONE EXIY REQ'D SiAFF BREAKROOM 139.5 300 1 >50 TWO EXITS REQ'D HOUSEKE�PING 72.5 309 1 e50 ON� �XIT' R�Q'D SiAIR� 167.5 - 4 _ EL�VATOR 73.6 - - - LAUNDRY CHUT@/ MECH. SHAFTS 302 - - SU� TOTAL 4.968.7 � �� l31 EX TS PROVIDED4jOK� FOURTH FLOOR UNIT 201 305.5 200 4 (1� EXIT PROVIDED EA UNIT IOK) UNIT 202 24g.g 200 2 1J EXIT PROVIDED EA UNIT IOK) UNIT 203 256.7 200 2 1 EXIT PROVIDED EA UNIT OK UNIT 204 305.6 200 3 (1� EXIT PROVIDED EA UNIT IOK) UNIT 205 252 200 3 (11 EXIT PROVIDED EA UNIT jOK) UNIT 206 419.8 200 3 (1M EXIT PROVIDED (OK� UNIT 207 517.8 200 5 1 EXIT PROVIDED OK UNIT 208 263 200 5 1 EXIT PROVIDED OK UNIT 208 249.9 - - - UNIT 210 329.8 - _ _ UNIT 211 25�.� _ _ _ UNIT 212 329.h - - - STAIRS 251.1 300 1 <50 ONE EXIT REQ'D HALLWAY 499.8 - - <50 ONE EXIT REQ'D BUSINESS CENTER 238.8 300 1 >50 TWO EXITS REQ'D STAIRS 757.9 . � � ELEVATOR 73.� - - - LAUNDRY CHUi€/ MECH. SHA�i9 30. � � SU� �QT/+�L, 4g6g� � 74 {3) � IwS PROVPD�Da(OKj BLDG TOTAL FLo R5 2°4R�A ,4;aoa., 4 STORIES- 18.452.1 ���-��L4�` ����FC���� �����ti��� � Ct��tt���-�til6 and AST� Eii9;; iGG ES fepart E�R-299�. PFS Carparatian listing d€reclosy. See r�orts far ��diti�n�d �ansEructian irifDrmatia�. � �ARLETTI �eIICHITECTS �oSo architecture, planning, interior design 116 EAST FIR S7REE7 SUITE A MOUNT V�RNON, WA. 96279 Phone: �360� 424-0394 Fax: 360 424-5726 8-14-10 SALISH INN 907 30TH STREET ANACORTES, WA 98221 EK TERA ASARA, LLC 905 20TH STREET ANACORT�S, WA 9�211 CONTACT: KULJIT SHOKER �MAII�: JAS.SH037@GMAIL.COM P�IONE: 360-770-3701 ��� ����'� 360.354.3599 � ..� ,��� . REVISIONS: 6/14/19 PERMIT SUBMITTAL 8/27/19 PERMIi REVISION9 SH�Ei TITLE: COV�RSHEET PJC PROJECT ARCHITECT: PJC DRAWN BY: PJC CHECKED BY: 02/08/19 DATE 19-31�.DW� COMPUTER FILE NAME COPYRIGHT 2010 CARLETTI ARCHITECT5, P.S. f W � � w � a _ a a � w r------------� ---------------- �------------ ----� --- � --- � � �.�� � Q, � Q 4 u � _ I -�__�-__ �___�--_�,_- ��I I Ii I I I I I I I ' . .. . . � � 4 �. . 4 � . - - . .' . . . . a ° � ° a a a a a Q a a a. I I I I�� I I I�� I I I I I I II' II II' III III- �'=k =�_�___ ___� t i a a . a ' � d. . Q. .Q. � d Q. Q a � 4 a. — — I— — L _ �I_I_ � � O = �— � � „� � � � N � LLJ � W ' �'<h���� FI �::� � � i � lL � � � � rn W 0 M O O z �� �. �...,. — , �! e��� e � ( ° �(� i �5 I � �. ° 0 D el C Q b p (a �� D 1 O.00, ' e e. p � > � � , �,..� — — —i—o= �. — -- __ . . _ � � � � _ � � � � � �, d� � - — d G'�° � � d � �U�.��' (3�O° ��L� � l � � i�,�« �� ° a -F - - Q - - a d� a Q a Q� � - a. ' . � . . . Q � � ' 4 ' . . . 2�j0�� . a � 4 � �.�h' _ � , —s � �F :. .. .,.. ,-��I TANK TD�ET � ' ° � I� a a °i F.F.=69.60 a � �� ° ij � � I � a I � o � — � ---r II— �—' �— ' � I � l�=� � — z �[ o� �w �� W U � � 0 0 a . �4 4 ' 4 . / ' `�, a a. a 4 � � � � � . �.11 �.�:�:� a a T ` ' � � � FQ a. � � � � -h 0 s � a � i i � � � � a a �� �� ��oaH-�� a � , , � ,, � ° —1-� �, a � � � a � � : a. � � • M o „ , , � � . '. , - Q �1 ,� . z , , � a � � : � a � � � � q -Q � � �� �� ����� � ' � s{ ���� ! -- — — — -- -- -- —� � � BY APPROVED R avn i k& As s o c i at e s, I n c. SHEET DESCRIPTION: CIVIL ENGINEERING & LAND-USE PLANNING _� , 1633 LINDAMOOD LANE/P.O. BOX 361 EX. ECOLOGY B�OCK WALL i ° I ; ;I I � — a ' � 4 � ��� _ ° ' ' — ;� — � � —�� i. ° � � i� !' _ ° °i � � � � � ' � a 4 j' 4 4 a� � 4 '�,. � .. m. : a � � Q ' g - Q i Q �. i v � ° � Qa �x_�_; _ �_; _ _ i � � � I DIMENSIONS, PARKING, ' ' BURLINGTON, WA 98233 '` :� PH: (360) 707-2048 FAX: (360) 707-2216 S I G N AG E � � r � > � z � Q �� , & STRIPING PLA�T � ;> , � € I I �' i ;' i � � i � �� ' 4+00 k_ _ SCALE� 1' = 10' � -�� ' ��/�`��� ���T�'i = � 0 5 10 20 � �¢��� �AST �� u ' w SIGN LEGEND ' � "HANDICAPPED PARKING ONLY" R7-8b. ; � 12"x18" 'YAN ACCESSIBLE" R7-8P5, 12"x6" � � �� = STRIPING LEGEND � T�— TYPICAL 4" WIDE YELLOW PAINT LINES � -- --" AND �ORDER (2 COATS) PER WSD9T ! STD PI�4N M-17.10-02 FOR A VAN \ ACCESSI6LE STA��. �\� T�— TYPICAL ACCESS PARKWG SPACE SYMBOL j (WSDOT STANDARD 51ZE) CONSISiING 0� A ; WHITE WHEE� CHAIR SYM�O� UPON A�LUE BACKGROUND HAVING A WHITE BORDER PER WSDOT STD PLAN M-24.60-02. T�— NPICAL 4" WIDE WHITE PAINT STALL STRIPE � (2 COATS) k � � � �� = PARKING REQUIREM€NTS: 1 STALL/GUEST ROOM G ONE THIRD OF PARKING STALLS MAY �E COMPACT � ��; � ONE BICYCLE RACK PER 5 PARKING STALLS SHALL BE ? PROVIDED. RACK TO ACCOMMODATE 7 BICYCLES. �x j _�� � � 36 MOTEL ROOMS REQUIRES 36 ONSITE PARKING STALLS ?� ' ONSITE PARKING PROVIDED = 36 STALLS �w i ;� � b� �. � �� STANDARD STALL: MUST BE AT LEAST 8.5 FEET WIDE AND I AT LEAST 18' DEEP. i i ��� .� ; � COMPACT STALL: MUST BE AT LEAST 8.0 FEET WIDE AND —`�`� : ! AT LEAST 16' DEEP. € '' � C= COMPACT PARKING STALL (STENCILED WHITE f'� V`��o � COMPACT LETTERS 12" HIGH) i �_ � � ; � CAR CHARGING STATIONS: SHALL BE PROVIDED FOR A ; MINIMUM 20� OF THE PROVIDED ONSITE PARKING. �' = THEREFORE, 8 CAR—CHARGING STATIONS SHALL BE '' � PROVID�D AT THE LOCATIONS DENOTED AS � TO S�RV� � f TWO STALLS EACH. �. i " � � ENGINEER DATE � � �� I c. � i S #( € i �. iHIS PLAN SHEET IS ACCEPTED FOR CONSTRUCTION IN ACCORDANCE WIT}i T}i€ CIiY OF �I ANACORTES ORDINANCES AND POLIGES. ACTUAL CONFORMANCE OF THE DESIGN NATti APPUCABLE LAWS IS THE SOLE RESP�ISYBIL1lY OF iHE PROFE590NAL ENGINEER, WHOSE NAME AND STAMP APPEAR ON iHIS 561EET. ACQUIRING, COMPIYING N7TH, AN� PROVIDING MITIGAl1INJ FOR AI1 FEDERAL, STATE, CWNTY, AND LOCAL LAWS, PERMIIS, AND MANDATES, INCLUDING BUT NOT LIMITED TO lHE ENDANGERED SPECIES ACT, FEDERAL WETLAND PERMIT, STAT� DEPARiMENT OF FlSHERIES AND HYDRAULICS P€RMIT, FEDERAL FLOOD PLAIN PERMITS, NAl10NAL POLLUTANT D13CHARGE ELIMINA710N SYSi�M PERMIT IS iHE RESPONSIBILITY OF THE DEVELOPER, LAND OMMER, AND THEIR ENGINEER. lHE ISSUANCE OF THIS PERMIT SHALL NOT BE CONSTRUED AS PROOF OF COMPLIANCE WITH APPLICABLE LAWS AND PERMIT REWIREMENTS. CITY ENGINEERm � DATE CONSTI�UCTION FOR TH€ ACC€�T€D PROJECT IS TO START WIT�IIN 1 `(�AR OF TNE DATE. �,�'�, ��� � � ATUS: � ; SCALE: 1"=10� �"��� T'�E: SAL I S H I N N DFtAWING N0. 1 �025.SITE.dwg DRAWN BY: D. REMSEN �OO� �Q" AVENUE (907 3OTH STREET) JOB N0. F� � i so2s CHECKED 6Y: J. RAVNIK EK T�RA ASARA' la.l�� SHEET N0. DATE: 06.13.19 S�CTIOI�T 30 `T. 35 N., R. 2 E., W.M. �o oF ,� FLOOR PLAN NOTE9: 1. VIDE BARRIER FREE 5IG E AT ALL ADA RESTROOMS . CONFIRM ALL ROUGH OPENIN�S DOORS AND WINDOWS PRIOR TO ', �RAMYNG AND ORDERIING. 3. CONF%RM ALL PINISHES W/ OWNER AN CONTRAC TO ORDERING. ' 4. CONTRACTOR TO COaRDINAT� BUILDING A�, RM/SECURITY �YSi�M W/ OWN�R PRI6R TO DRYWALL INSiAl,LATION. 5. CONTRACTOR TO SUBM[i SH9P DRAWINGS �OR ALL, CAS�W�RK �OR APPROVAL BY ARCHITECT/ OWNER PRYOR TO CON�TRUC7ION. 6. SOUND YNSUL,Qi� ALL WALLS TYP. THROUGH=OUT. 7. S�� WALL TYP@ D�TAILS 1�20/A�7.1 AND 22-37/A-7.9A B. HEAT POR THE CORE SPAG� WILL b� GAS PACK UNIiS ON TH� R��� W/ DYPPUSERS AS RE4UIRED. GOORDINATE LOCAT%ONS OF DIPFUSERS AS R�QUIR�D WITH LIGHiING. REF�R i0 M�GHANICA� DRAWYNGS iY�. TH� MOi�L UNIiS WILL 6E HEATED BY P=TAC ELECTRYC H2ATER5 TYP. PER M�CHAN%GAL DRAWINGS 1'YP. 6. ALL RESiR00M9 T9 HAVE GR�EN GW6 iYPIGAI. ALL WALLS AND G�II�ING. 10. VENT HOT WATER TANK OUTSIp� AS R�QUI��D. PROVID� R�LIEF V6.LV� PAN. AND SEISMIC STRAPPING AS REQUYRED. 11. ALL WINDOWS AR� TO RECEIVE 50LED SURFACE SILL 12. DUCiS MAY NOT PENETRATE FIRE BARRIER BETWEEN UNITS WdTHOUT DAMPERs P�R I�C 717.5.2. {NOTED AT INTERCONNECTED �ATH PANS) � 1 , ! 3` ��� i ' 3'-0' � �'-10' i I r'A�---- - - - --- - ---� - I I� EXIT PLAN NOTES: 1. TRAVEL DISTANCE TO COMMON PATH OF TRAVEL < 75'-0' PER TA6LE 1014.3 (OK� 2. OVERALL EXET TRAVEL DISTANCE < 200'-0' FOR [I-2) OCC. WITH SPRINKLERS PER TABLE 1016.2 (OK) 3. �7) �XYT9 PROVID�D AND (3) AR� R�QUIRED PER 1015.1.1. SINCE WE HAVE ��TW��N 591 AND 1090 9CCUPANT LOAD. IOKI 4. WH�R@ 2 EXITS AR� REQUIR@D WE HAVE MET THE REQUIREMENT THAT iH� �XIiS DOORS AR� GREAT�R THAN 1/3 THE DIAGONAL DISTANCE APART 0� ib� OGCUPANi AREA SERVED PER 1015.2.1 EXCEPTION 2. jOKi �GR�SS WIDTH P�R OCCUPANT S�RVED 638 OCCUPANTS (PER COVER SH��i! (.20) INCH�S PER OCCUPANi IPER TABLE xxx WITH (I-2) OGCUPA,NCI€a WITH SPRINKLER SYSTeM I 638 X j.20I = 128 INCHES. W� PROVID�D �7j �XIT D90R� (46<46+46+46+48+48•46) • 322 INCHES WNICN IS > 12� YNCH�� {OK1 . INSTALL EXIT LIGHT9 8� FIRE EXTIN�UISHER9 SHOWN ON PLAN AND AS DIRECTED 6Y THE PIRE MAR9HALL � 12 A�_ _ -; ���� 15 � i 20'-11�' � -____'� I FLOOR PLAN LEGEND EXIT DIRECTIONAL EMERGENCY EXIT SIGN HARDWIRE W/ BATT@RY � S�@ WALL TYP�S DEiAILS ON SHE@T A-6.1 BACKUP BUILDING DOWN SPOUT LOCATIONS COMBINATION EXIT SIGN/EMERGENCY LIGHTING WITH � p� 6'o FL60R DRAIN. SLOP� PLOOR TO DRAIN EXIT BATTERY BACKUP HARDWARE O F D FREEZE PROOF HOSE BIB. PER MECHANYCAL � EMERGENCY L1�HTING W/ BATT�RY BACKUP HARDWAR� + H� STRUCTRUAL POST OR BUNDLED STUDS, OR HSS ❑FE 2A 10BC SEMI-RECE9SED FIRE EXTIN�UI3HER SEE �❑ SIZE PER STRUCTURAL FLOOR PLAN SHEETS FOR LOCATIONS � DOOR NUMBER SEE SHEET A-2.5 FOR SCHEDULE �� CI�ASS I STANDPIPE IN STAIR LANDINGS AND R00� AS REQ'D BY FIR� MARSHALL XO WINDOW NUMBER SEE SHEET A-2.5 FOR SCHEDULE AND 80b OF THE IBC X X X ROOM FINISH TAG SEE SHEET A-2.8 FOR SCHEDULE � �6 i �7 ; _4. �; � g ; (10� � �� 95'-0' �,.� � 73�'2� i PROVIDE POWER FOR ' ;DS AUTO/OPEN PUSH BUTTONS ', ts AT VESTIBULE DOORS 13'-4` ��J^ BOTH SEiS ADJUST ' 38'-10�' �� I - -- - -1 _ ___ -- -, -- -- - - , ,_:___� . - � - S�n�w��K � coNc. I I � ° ' SL9PE AWAY , � � , I � _ __ __ � I �=�- _=,� 4' CMU V�N�ER W/ REINFORCEMENT t1} HOUR STRUCTURA�/ BEA,RING WAI�I� - 2 X 6 WD FRAMED WAI�I�S 0 16° 9.C. W/ EXiERY4R SIDING P�R �I��VATI6Na, � 0/ TYVEK COMMERCICAL WRAP 0/ 1/2' EXT. SHEATHING PER STRUCT. W/ R•21 BAiT INSU�P,TI9N W/ INT�RIOR V.B. W/ j11 I�AYER 9/8` TYP� 'X' GW� LEVEL 4 FINISH, PNi. INT�RYOR WALLS i0 B� 2 X_ WD FRAMIN� • 16' O.C. W/ 5/8' TYPE 'X' GWB 60TH SIDES. TAPED. MUDDED, AND �ANDED. L�V�I� 4 FINI"aH. PNT. BOiH SID�S W/ 50UND 6ATT INSULATION � COMMON SPACES ONLY. INTERYOR OFUNITS NO INSULATEON FRAM� ALL WALLS i0 BOTTOM 0� (1I HOUR CLG ASSEM�LY CLG GWB TO BE IN9iAL�ED TO WALL TOP PLAiE PRIOR TO WALL GWB. FIR� CAULK/ S�AL GWB TO CLG. S@@ 9TRUCTURAL �OR SN�ARWALL LOCAiIONS AND PLYWOOD SHEAiHING LO�AiION� � 2-HQUR WALL Ai SiAIR AND ���VAiOR �NCL9aUR�S. I2j LAY�Ra �' 'X' GW6 EA. SID� 0� 2X6 W60D SiUDS • 16' 9.C. 5@E SiRUCiURAL �OR Sb�ARWALL LOCAiI6NS AND PI�YW09D �M�AiHING LOCAiI6N� (1/2) HOUR UNIT SEPARATEON WALL3 TO BE 2 X 8 P.T. WD SILL PLATE � W/ 2X4 �TUDS o 8' O.C. STAGG�RED EA. SID� W/ R-21 �,ATT INSULATION W/ ON 1/2' RC CkIANNEL b/S° TYPE °X' GW6 BOTM SIDE9, LEVE�. 4�YNISH, PN`�. 69TH �ID�S iYP. �RAM� ALL WAl,�.S TO 69iTOM �� Ii) wOUR C�ILYNG A�S�M6LY U.N.O. CLG GW6 i0 �� INSTALL�D TO WALL i0P PLATE PRIOR TO WALL GWB. �YRE CAULK/ SEAL GWB i9 CLG. S�� �iRU�iURAL �9R �k�ARWAI�� LO�AiY9NS P.ND PLYWOOD Sb�AiFiING LOCAiIONS 11 �1 �i ,-� I � � �, � g � ; VESTiBULE '-6�' j 11'-�' � 9'-2�' 13'-5' E w � � -4. -4. I � I ! 100 � j , � ; w ; , � ',� �' � --------I -- -----� I �- --=�_--��o �EN 4 -�----- ---- �o-� -- Py5H � TT�N 2'-2� "� =1� � � � _�� COLUMN � -,�o. 3'-4�' 10'-3�' � I � � I � c Hg H1 � 3 WRAP ps , � � : A O I �1 - QS--- _ -- ---, �_ -� - -- - - - � � - - -T � -- - DS - --- - -- - �-- O _._ ; O ,. , �� a � � <_ � -� , T r r-.- , � -� � � � - , , , , � � - - - - - - - - _ � � _ / I ----- I 8X6 H99 � � q �I- -4. � - ---_.. � I � ' PARKING r~i I 119 � � � � � . - I - - - -- - - -.. 0 c -' I -4 � 8' CMU I COLUMN �� 1-- -- a_� WRA� i���/ / � O d- --- � � � EXIT � F - ' �R I II F F � -�'�-� ;I ' ' ' I ; I r` � I i �_ __�_ �, ' 1; i ' � I � � STAIR � I �L�CiRIC�AI� �'' i� � � I �� ', � � 0� ��E 5'_p' � � � � � __� �a �-� - �---�-' I-�_ ui t�� 4,_Q. � � ROOM 4 ,, 1 , � � ,r I � � ; � � ,� I I � � � i I ��� SEAI`ING � � �� �j ,' �� I �,•� � f LOBBY o �) � ' � � 7�- ��� � � � � 110 I I ' - � � � SWBD. I � ( - 6 -0 D�3K to� , � I � � Io t , II , i �, � 104 � _ _ _ _ _ _ _ , _ ` ; GAS PIREPLACE V.T. . I ', 1 ! I,; '-O�� O �_ 1 WITH MANTI� AND I I I '; � �' - I I � HEARTH SURROUND � � � I ��; � ------ -- i _ - I I � <.; I - , I HWi HWT { � i HOUSE � � -.- ,� � � r I, , __ � _ , � _, I�: `� I� C i � R:',�. �,j LY �N 20 Ep � cof ee !( __ � �� �� _ � � I I ��! �� I �� d- i� U � � C TE 11 � � --� � � � � ' M� A � iV ' -_ �i '...._ �� � � I I-_ � A ���) , �'�� - I ;I�ANIC L F.q. ' HB � � '� - ' i - - � i, � 113 � O _a � � � - - - - - � � ��, °� � I �_ - � �-- , , -��, � -- � F.o.i �P � � , _� i i � � - �' � ' � O - , i � , ,, � _ ' � II � � � I � ; � . '" r � � - - � II - �`� �-- � � � ; R, R �.�. ` � � 4 �� �- ,� � sPRiNK. � ` � - - ° ��' � � �� • ° � � . -- � -- I � I �� � I li � �RE� :,�, � � �-' i� r''_. '�� 1090 j"' 9INK R d-� � EXIT � i�I � � � � -- � � � �n i � � / RECE99ED 17 � �� �� , ; i � �, , . �'� � �r �� �� �� I i ! � A �� T lli i '� I �''' I�''--- ` I I i� � � �"� � 4--�_ '�__ = �s � 0 � �; -�,�as���� ���` �� ah"�- I�--- �=- ��.i � �,�, �,s,i�� � ��,!��'-. r� � � - - - - ,�'� �"` ; �_ ----- - - - - - - - - _. _ ------- -.- __---- --- ---- - ��_ - - - . �p - - - - -. _ _ - - - i - - - � � � � -'_--. _ � O '' i �9`-4' 9'-2�' 2'-10�' 16'-3�' w� 0 8'-2' 4'-8' r 6'-2�' 16 _�,° ,>.. �,� -� ,�,;;��s� -� �� i- j �/` rn O ;n �g ��.-, r �� �� e�i ;� � --% O =� 4'-5�' 6'-9' 6'- �'-3�' 6'-3�' 3'-6' 3'- � HA4L 12'-6�' 6'-9' � .............�-. '` I - _ -= . � �/ I� , 0 � -- - ��, � /� O . N "-- �.e_..=�ea.,--� , � _._.---- - � � - - - - � � - -/ ' -- - - � I �� 13 'd" VENDING VENDINO 14 ;) i � (�, � � � C- , FE ���� ��;?l� � F.O.I.C. 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' es � � � �� ��� / �. S � 3'-1�' S � D5 - - � - - � � �1 �- - - � - - - � � - - - - H1- - - - � 5�^��' I � ; � i i ` � ALUMINUM �ENCI� `�� �J I ' � ,. ' � 2'-5�' � 6'-6' I 6"-5�' 6'-0' I SYSi�M W/ i�MP�R� :«� � r� :.,. � /� � �ARLETTI AItCHIT�CTS P>So architecture, planning, interior design 116 EAST FIR STREET SUIiE A MOUNT VERNON, WA. 9�273 Phone: 360 424-0394 �ax; �360 424-5726 SALISH INN 907 30TH ST�EET ANACORTES. 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