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<br />CIVIL SITE PLANS FOR: , � SE ��4, SECTION 34, TOWNSHIP 29 NOR'�H, RANGE 04 EAST, W.M.
<br />sovnrDA vESHor�r�� r
<br />5109 SOUND AVE
<br />EVERETT, WA 98203
<br />GENERAL SPEGFlCATIC45
<br />ALL NhiERIA'S, WCRK, PND CG�YSiRUC7I0N W0.4KMANSHIP SHONN ON iNESE PLANS SHALL CONFORM i0 iHE APPRG'FO SiPNDARO
<br />PLANS !ND SPEC!�ICAiIC"JS OF iHE LGCAL GO�FNING AU'HC,41TY. E%CEP7 I4HEFE A�q°lED LOCAL S7AN�AR05 PRONCE OIHERNiSE,
<br />P.LL 6fAiERIA! S, NO4�c /JJD CO.VSiRUCiIPN WORKNANSHIP SHOWN ON iHESE P!ANS SHA(L ALSO CONF0�4M i0 7I!E CURRENi ECIi10.45
<br />OF iHE FGLLOh'!JC :?EGFlCAilONS AAD CCJES, AN� ALL 07HER APPLiCA6LE LOC�V. h1UNIC!PA!, 57AiE, lJ�O FECERAL CODFS, RU! ES
<br />!`!� REGUiAPa1S
<br />-INTERNP.iICNAL BUI.L'JG CC'JE
<br />-WS�Oi/FPWA SiAN0AR0 SP=GFlCA1lONS FG7 ROAD, 6RIDGE ANO MUNILIPAL CON57RUC➢ON
<br />WASHINGi0.Y SiAiE OtPPRA�ENT OF ECOLOGY SiCRA1WAffR IAANAGEAIEN7 MANUAL fOR VrESiERN WASHINGTON
<br />7HE ABOVL RE�EkENCEJ CCC,,.UENTS SHALL BE CONSICERED AS INCOF�°CRATE� INTO THIS PIAN SET BY REffRENCE. SELECiFD
<br />STANDAR� DEiAILS tJJD NOiES FRON 7HE ABO'r REFERENCED OCCUMENiS AREILLUSiRAlEO ON 7HESE PLAN$ TO FACILI7AiE
<br />CONSTRUC➢ON CF THIS PRO�fCi HOREVER NOi ALL Of 1HE INi0RMA71CN REFERENCED A60VE IS INCLUOED. THE C0.VTRACTOR IS
<br />RESPONSIBLE FOR OBiPJNING CGFIES CF R1E AB06E REFER6NCED OOC1J61ENT5 AND COMPLI7NG K9iH 7HE SPECIFlCAiIONS AN�
<br />SiAN�AR� �E7NLS IDENPFlED THERBN.
<br />PERMIiS
<br />I. iHE CONiRACiOR/DEYcI.OPEft/OWNER SHALL BE SOLELY RESPONSIBLE FOR OB7AINING ALL NECESSARY LOCAL, S7Aff, AND FEOERAL
<br />PERMIiS NECESSARY Poft THE IMPLfMEN7APON OF iHE PROdECiILLU51RA7E0 ON iHESE PLANS.
<br />AS-BUILi RECORDS
<br />1. A COPY OF il',ESE APPROVED PlhVS MU57 BE ON iHE JOBSITE NHENEVER CONSTRUC➢ON IS IN PROGRESS.
<br />2. DENA➢ONS FROM PrIESE PLANS MUS7 BE APPROVED BY THE ENGINEER OF RECORD ANO iHE LOCAL GOVERNING AUiHORITY.
<br />3. 7HE CONi�4AC70R SHFLL RECOR� ALL DENATICNS FRGM iHESE PLANS Ok A SE7 OG "AS-BI11Li DRAPoNGS ANO SNALL SJMMARIZE
<br />ALL AS-BUILi CONDIP09S 0�1' ONE SEi OF REPRCDUCIBLE DP4YANG5 FOR SUBMIiiAL TO 7HE APPROPRIAiE PERMIi➢NG AGENCIES PRIOR
<br />i0 PRO�EC' COMPLElC.4 AND ACCfPiANCE.
<br />SURVEI' INFC�RAIATION / EXISiING UPUiIES AN� SIiE FEANRES
<br />1. LFGAL �[$CRIPilO.V, VE.4lCR� DANIA, BASIS CF BEAP,Ih'G, BENCNMAFK$ k MaYUMENT TIES ILLUSTRAiED ON THESE FLl�NS HAY£
<br />BEEN PRGY.GED 8Y 0?Y.ERS OR CBTAINE� FROM QVLINE, OE�IG4, AN�/0,4 AS-BUILi RECO.RDS.
<br />� N 11 BY OINERS BY
<br />i R I� A 0 OA iHESE PLANS HAVE BEE PRO DEO
<br />� P. ,LV SIiE fEA U_5 LLJSiR 7E
<br />f ISiN„ U LIPES 0
<br />2. iHE LOCAIONS G EX
<br />�F ONSIDERE� APPROX�MA7E
<br />- I i RECOROS AND SHOUID iHEREFORE BE C
<br />N n GN FN� GR AS 6UL
<br />Fl JRVEY OR 037�."JEC FRCSI C!1 _ DE4
<br />EfD . , �
<br />N N CESSlJtILY CO.NPLETE.
<br />CNLY hND Oi E
<br />3. CSP ENGINffRING ASSU.NES NO RES�CNJBILIiY FGR iHE CGMF;EiENE55 OR ACCURACY Of INFOFMAiION ILLUS7RA7ED Q� iHESE
<br />DRA'MNGS 'hHICH HAS BEEN PFONDE� BY OiHERS OR CB7AINE0 FR06f OiNEP, SOURCES.
<br />4. Ii IS iHE SCL P,ESP09516!UiY OF iHE CONiRACiCR 70 INOEPENOENiLY VERIFY iHE ACCURACY OF ALL U➢Lltt LOCA➢ONS
<br />ILLI/STRATED ON THE�E PLAMS AN� TO Fi1P1HFR �ISCOVER AN� FROffCi ANY OiHER U➢LI➢ES NOi SHON7J NEREON Wr11CH MAY BE
<br />AfFECTED BY THE IMPLEMENTAiION OF 7H15 PLAN.
<br />5. 7HE CONIRAC?GR IS RES?CM1'SIBLE fOR VERiFYING Afi CONOIilONS AND DIMEN90NS AT iHE PROJECT SITE, MCLUOING iHE LOCA➢ON,
<br />OEP7H, SIZE, 7YFE. CGN�IiION, AND CONFlGURA7IC�V OF E%IS➢NG U7IL1➢ES Ai CONNEC110N OR CROSSING POINTS, BEFORE TRENCHMG
<br />i PREFABRICA7ED IffMS ASSOGAIEO WIiH iHE
<br />PoR NEW U➢LI➢ES, CONSiRUC➢NG ANY SI7E FEA?URES, OR OROFRING ANY PFECAS /
<br />161PLEMENTA710N OF ;HIS fROJEC7.
<br />6. iHE CONiRACiOR SNAL1 NOiiFY iHE OWNER'S REPRESENiA➢VE AND CSP ENGINEERING OF ANY DISCREPANCIES FOUND IN iHE FlELO
<br />WNICH MAY AFFECT THE IMPLFMEN7AiIDN Of TNIS PFOJECT.
<br />7. CONiRACTOR SHALL PR07ECi ALL U71LIilES OURING CONSIRUCTION AND SHALL CON7ACi THE UN�ERGROUND U7ILIPES LOCAiION
<br />SERNCE (1-eC0-424-5555) Ai LEASi TWO (2) BI15ME55 �AYS PRIOR i0 CONSIRUCIION.
<br />SHOP �RA/NNGS / REaIESiS FGR INFCft.UAiION / FlELD REV7SIONS
<br />i. SHOP ORARiNGS FGR Al1 PRECASi AND/CR PREfABRICAiE� IiEMS, CAS7-IN-PLACE DRpINAGE STRUCNftES, ANO GENERIC IlEMS (LE.
<br />YARD DRAINS) SHALL BE SU6AfIT7E0 i0 CSP ENGINEERING FOR REVIPN PRIOR i0 FABFICA➢ON, INS7ALLAilON, AN�/OR DELIVERY 70 iHE
<br />SIiE.
<br />Z. SNCP DRAK"RG SU5611TTALS. REWESiS FOR INFORMAiION OR CLARIFlCA➢CN OF DESIGN DOCUMEN75, AND PROPOSED FlEID FENSICNS
<br />MU57 6E SU9NI�0 ?0 CSF ENG;NE:RING IN WRIiING NA FA%, EIAAIL, OR U.S. P057AL SERNCE. ALL CO,4RESPONOENCE SHALL eE
<br />ROUiE� iHRGJGY�', REYEKED M'D CCCicDINATED BY 7Y.E ARCHIIECT OF RECORD OR THE OWNER�S 9TE REPRESENTA7IVE PkICR
<br />SJBMISSION i0 G�P ENGiNEE21NG.
<br />cuT / r�u / sr� sr��cPi.vcs / srn� coNcrncris
<br />«
<br />' CALCULA7ED IN WHOLE OR IN PARi U➢LIZLYG
<br />i. CUi, FlLL, AND SIiE STRIPPING OUAN➢➢ES OELINEA7E� CN THE__ PlANS WERc
<br />LOMFU7ER SC'IWARE CC�!?ARIA'G EX75➢NG GRADE C047CUR5 ID FlNISH GRAGE CONi0UR5 AND CLEARiNG LIIAITS I�WSiRA7ED ON THE
<br />PiANS aV0 DO N07 ACCCL'N7 FOR iHE 1,45iALLAPON OF UNDERGRClIN� Ui1llilES OR 57FUCNRE$ SOiL SVYr_WNG OR SHRINKACE, OR
<br />c 7 iRIPPIN UAN➢PES SHOULD BE CONSIDERE�
<br />N7 N iHE SIiE CUi FlLL ARD 51 E 5 G Q
<br />fOR UNSUI7ABLE 51A7EkIAL WdICN MAY BE GRE_E 0 , .
<br />APPROXIIAA7E CNiY AM1D SNCUID NO7 BE kE:1E� UPON FOR B!��ING PORPOSES.
<br />2 CONiRACiOR SHA�1 BE HES'ONS�BIf fOR CALCULA➢�YG AND/CR �ERIFI1NG IHE CU7, FlLL ANO Siff SiRIGFING OUNIiI➢ES
<br />NECESSAP,Y fOR THE IfAPLEMENiAP.ON CF 1HI5 PROJFCL BOiH E%POR7 AND IAIPCR7 OF SOIL AND ROCK MAffRIALS VNLL BE REOt11RE�.
<br />J. CONTRAC70R SHALL C67A!N A CCPY Of iHE PRCJECT GEOiECHNICAL REPOR7 (IF AFPUCABLf) AND PEftFORM ALL 91E WORK IN
<br />SiRICi CGMPLIANCE VNiH iNE RECOA!HEN�AiIGNS CONiAINED iF1EREIN.
<br />4. ANY DISNRBE�, SOFT, 0�4 LOOSE SOIL OR GRGANIC MAffRIAL ENCOUNTERED DURING CONSiRUC➢ON SHALL BE EVALUAIE� BY n
<br />GEOiECHNICAL ENGMEER 70 PRONDE REMOVAL AND/OR REPLACEMENT RECOMIAENOA710N5.
<br />5. ALL FlLL SHALL BE GLACEO CN SUIiABLE NA➢VE MAiERIAI AS APPROVEO BY GEOIECHNICAL ENGINEER YATH 70P 12' COMPAC7E0 70
<br />A MINIMUM OF 95R RELAiI� CO.UPAC➢ON.
<br />6. FlLL MAlER1AL SHALL BE SUITABLE NAiIVE IAAlERIAL APPROVEO FOR I1SE 9Y A GEOIECNNICAL ENGWEER OR COIAMON GRAVEL
<br />BOFROW (WSD07 9-03.14) PUCEO IN NAX B' UfiS AND COMPACiED i0 907, MAX �RY �ENS17Y (AASHiO T180) i0 VAiHIN 2' OF
<br />PINISN SUBGRA�E 70P 2' CF P!LL I�AiERIAL SHALL BE PLACE� IN MA% 4" LIFTS AND COF1PACff0 i0 959, MAX URY DENSIT7 (AASHTO
<br />7180).
<br />9iE GRADING / EROSION CONTROL
<br />1. AS A MINIMJM REGWREUEN7, ALL CISi11k9E0 AREAS NfIHLY RIGNi-OF-WAYS SHALL BE RENRNED 70 iHE EOUIVALENi Of iHBR
<br />PRECONSTRUCiIGN CCNGITICN IN ACCO.R�ANCE H7iH APPROPRIAiE REWIREMENiS AND S7ANDAR05.
<br />2. ALL OISNRBED SC1L AREpS SHALL B: SEEOEO OR S7A�IJZED BY OiHER ACCEPiPBLE MEiHODS FOR iHE PREVENPON OF ON-517E
<br />EROSICN AFfER iHE COMPLEION OF CCNSiP.UC➢ON. SE EROSION CON7ROL PLANS fOF SPEGFlC GRADWG AND EROSION WNiROL
<br />REOUIREMEN7S.
<br />3. iHE CG�'�ACia2 J1hLL KEEP CFf-SITE SiREE75 CLEAN A7 ALL ➢.UES BY S�EPING. WASNMG OF SiREEiS WILL N07 BE ALL08fD
<br />WiHOUi FRIOR RPPROVAL.
<br />4. SLCPE Of FlMSHED GRADE �HALL BE CONSiANi BEiWEEN 5^r0i ELEVA➢ONS SNOWN. iOPOGRAPHiC CON70UR5 SHOULD BE
<br />CONSIDER:O APfROXI.Uhii ONLY AND S4WLD NOi EE RELIED UPON FOR FlNAL SITE G,4ADINC.
<br />5. FlNISHED GRADE GF LANOSCAPFD /ND OMER PERl�CUS SURFACES SHALL SLOPE AWAY FROFf BUIfDINGS Ai A MINIMUM OF 57 FOR A
<br />MINIMU!A DISiANLE C.` 10 FEE7.
<br />6. CONiRAC70R SHhLI BE RESPO4SId� FGR aV0 SHALL W57ALL. FIAIN7AIN, ANO REAIOVE SHORING AND BRACING AS NECESSARY i0
<br />PROiECi WORKFRS, E%ISTIYG BUIIDLVGS, 57REEi5, WALKN'AYS, UP;ITIES, OiH[R EXISi1NG AND PROPOSEO IMPftOIEMENiS AND
<br />EXCAVATICN$ AGAIN57 LOS$ Of GROUND GR CAY,NG EMBANKMENiS.
<br />UPt17Y CONNEC710N5 / U71UiY MIERRUPTIONS
<br />I. CONiRACi0,4 SHALL NOi1FY iHE LOCAL PUBLIC WORNS AND FIRE OEPARiMENi TWO (2) 8U9NESS �AYS IN ADVANCE OF ALL WAiER
<br />SERNCE MTERRUPPGNS, HYGRANT �"�TOFFS, STREE7 CLOSURES OR OiHEF ACCESS RESTRIC➢ONS. CONIRAC70R SHALL N07 RELOCAiE
<br />OR Ef1MINAiE ANY H'NRANiS W!iH0U7 FIRSi 09iAINING NRI7iEN APPROVAL iROM iHE PUBLIC WORKS AND FlRE DEPARiAfENi.
<br />2 ALL UiIL1iY CONYEC➢ONS, f1iILI7Y RELOCA➢ODlS AND/OR SERNCE INIEFRUP➢ONS SHALL BE ARRANGED FOft ANO COORDMA7E� WiTH
<br />THE AFFEC7ED 0'h'NERS A��'D APPROPRIAiE UTIf17Y COdfPANIES. CONNECilONS i0 EXISTING U111IilES SHALL BE MADE ONLY VAiH iHE
<br />WRITIEN APPP.OVAL OF iHE AU7NORIilES COVERNMG SAIO U7ILITIES AND 1417H A�VANCE NO710E OF AT LEASi iW0 �2� BUSWESS �AYS.
<br />3. EXISiING UPLIiY LINES 'hHiCH ARE DA4fAGED DUE 70 CONSiRUCPON WORK SHALL BE REPAIRED A7 CONiRACiORS EXPENSE AND
<br />INSPECTED AND ACCEPffO BY ➢'E LOCAL SIiE/BWLDING INSPEC70R AND COVERNING AUTNORITY OF THE AFFECff� Uiltltt PRIOR i0
<br />eacKrauNc.
<br />FlNISH FiP�R EL:VAP.ONS
<br />1, FlNISH FiCOR E(fVAi!OM1' (FFE) SHO'1N ARE FOR GARAGE SLAB Of BUIfDING. ELEVA71CN5 ARE APFROXIMAff AND AHi MiEN�E�
<br />ONLY i0 F.1CNiA7E RGYIGH GR,UIkG CF SITE. ALNAL FINAL DESIGN FlNISH FLOOR ELEVA71ON5 SHALL BE COORDINA7ED IN iHE FlEI�
<br />70 ACCOUNi FCR AS-BUIU CC.YDIP,0:45 OF THE ROAD AND SI7E WCRK, FlNAL BUILDING CONFlGURAiIONS, AND GfJ2AGE LOCF➢ON.
<br />lINiE55 OiHEft'M1iS� F.OiED, FlNAL GARTGE FI.YISH fL00R ELEVAPONS SHALL 6E <_Ei 70 AIAIN7AIN POSIPVE DRAINAGE 7GWAR�S iHC
<br />FCCE55 RC=D.
<br />CALL BEFORE YOU DIG i-800-424-5555
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<br />VICINITY MAP �
<br />NTS
<br />OWNER/APPLICANT CON7ACT
<br />BELLMARK LLC CSP ENGINEERING MC PS
<br />4229 767H Si NE iID5 1037 NE 65h1 Si XI53
<br />MARYSVILff, WA 9E270 SEATiLE, WA 98115
<br />760-653-3674 206-406-9965
<br />LEGAL DESCRIPTION
<br />1HE NOF7H 110 ffE7 OF L07 4 AND iHE SOUiH 37 FEEi OF L07 6, BLOCK 4,
<br />S40RE ACRES ADDIiION 70 EVEREIi, WASHINGiC{J, ACCOR�ING 70 THE PIAi
<br />iHEREOF RECG.4DE� IN VCLUME H OF PLAiS, P.4GE J2, RECORDS OF SNOHOMISH
<br />CC{INiY, WASH6VG70N. SINATE IN iHE COUNT'; CF �NCHOMISN, S7AiE OF
<br />WFSHING7CN.
<br />TAX ACCOUNT NO
<br />005717C0900400
<br />BASIS OF BEARING
<br />THE CENiERLWE OF SOUN� AVENUE BEARING NORiN 077'49' WES7 BEiWEEN FOUND
<br />A10N5 Ai iHE SOUiH OUAR7Efi CORNER OF SEC7ION 34 AND THE MON A7 7HE
<br />M7ERSEC710N OF UPUNO AVENUE PER ROS AFN 9004045002, 200105225001,
<br />20061i165007, 201J05095403 & 9501245002.
<br />BENCHMARK
<br />G7Y OF EVFRETT, OEPARAIEN7 Cf PUBLIC WOftKS SiA➢ON NAME 29 04 Z15
<br />PIINCH MARK RI iHE i0P OF A 1/2' BRASS DISK $E7 IN CONC MONUMENi 0.55'
<br />DOBN 16' CASE, PUFPORiED 70 BE iHE SOUiH 1/4 CORNEft Cf SECiION 34,
<br />70WNSHIP 29 NCRiH RANGE 4 EAS7. ELEVATION: 241.7 fEEi
<br />VERTICAL DATUM
<br />Gtt OF E�RETT
<br />PROJECT DATA
<br />PARCEL AREA 0.48 ACRES
<br />OISIDRBED 97E AREA; 0.47 ACRES
<br />iOiAL NEW IMFERhCUS SURFACE: 2,231 �F
<br />NEW/REFLAC£0 PGIS: 1,514 SF
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