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WENTZ SP <br />SECTION 23, TOWNSHIP 28N, RANGE 4E, W.M. <br />DEFE <br />Th <br />/ ® e A, <br />/ MH RI / Np\ <br />M= Q \ }O <br />/ E=534.98 4.98 CL <br />/ IF LO \A L <br />I Q 1 5 1 <br />CB TY1 <br />/ RIM=540.16 Q \ 5p o <br />IE-538.43 (12" CONC NW) \) <br />/ IE=538.34 (12" CONC <br />IE=538.24 (18" CMP <br />/ IE=53a.35 0a' COP <br />se 3 <br />PRIVATE DRAINAGE EASEMENT � m <br />TO BENEFIT PARCEL NO. <br />/ 00552500003200 <br />/ (A <br />IS v 1 <br />iILL �" PVC \ a L 3 <br />0.5% MIN. SLOPE \ <br />PERMEABLE I 31 <br />DRIVEWAY, SEE <br />NOTE <br />/ Yr <br />LOT 1 3 <br />75 <br />�\y I LL <br />LL <br />LOT 2 3 <br />SPLASH <br />4 'a <br />SDCO " <br />(TYP.) <br />- F_ <br />PERFORATED <br />STUB -OUT <br />CONNECTION <br />(SEE DET.) <br />I <br />I <br />I <br />a <br />I <br />+ �M <br />1 L <br />TY1 <br />N /} <br />RIM=s40.49 <br />RI <br />IE-537.34 (18" <br />COE N) <br />IE=537.44 (18" <br />CMP 5) <br />30' <br />RANDOM FILL <br />k •;; I 1 :• <br />IE-539.12 (12" CONC NE) <br />IE=530.54 (18" CUP SW) <br />M A NAV 88 / <br />1 I <br />CB #2 TYPE 1L <br />PER COE STD <br />DWG 403 <br />IE=538.99 (12" FONG 5) <br />P P <br />CB # 1 TYPE 1 <br />oT, PER COE STD <br />( DWG 402 <br />4-M M2" CPEP <br />I Seer+ ft/ft 0.010 (AB) <br />�\ YARD DRAIN <br />N RIMS+541.27 (AB) <br />MIN. IE- c .2753IL14 (AB) <br />PERFORATED <br />STUB -OUT <br />CONNECTION <br />(SEE DET.) <br />20' D/W CUT <br />PER COE STD. <br />a DWG 315 <br />i <br />3 tt <br />I p <br />Ia <br />lottl <br />3 1 a <br />CB TY1 <br />RIM=541.19 <br />C IE=53S12 (18" FOP N) <br />3 IE=538.08 (18" COP 5) <br />20' D/W CUT <br />PER COED D <br />3 N DWG DO$ <br />P <br />3 <br />3 N <br />3 a Igo <br />CB TY1 <br />a RIM=540.69 <br />IE=538.69 (12" CPP <br />IE=538.98 (fi' PVC E) <br />30' <br />Q NOTES <br />L EOUAISWIDTHDEDRIYEWAYATPROPERTYUNE <br />a 3/8-WDEFUu DFmHESPANSIONJCNT <br />3. WEVICDEEDLLDEPFHESPANSION1OWTlF <br />NOTEiABOVEI315 ORGRGRµ <br />••'. <br />4 WIIHINTHEOTYRIGHid F-WAYTHEDRIVEWAY <br />SHALLBESUREACEDMI"ASPNALTOR <br />CONCRETE <br />5. TEE DRIVEWAY RAMP INCLUDING WING RAMPS <br />Ol <br />SHALL BE CONCRETE WM MERCWL MIX AS <br />y�. <br />CALLED OUT IN WCDD. STANDARD <br />f% <br />.AMIN BE 6" THICK AND PLACED <br />ON MINIMUM OFT CRUSHED SURFACING <br />OBASE <br />W URSE COMPACTED TO95%MAXIMUM <br />\ <br />G MAINTAIN 1/2' UP ATGIIRER.. <br />5 MIN <br />EXIST <br />SECFION AcA IB <br />PERMEABLE DRIVEWAY NOTE: <br />PERMEABLE PAVEMENT FOR THE RESIDENTIAL <br />DRIVEWAYS SHALL BE INSTALLED OUTSIDE THE <br />BLEW ON THE LOTS ONLY. DRIVEWAY <br />MATERIALS WITHIN THE CITY REW SHALL BE <br />CONCRETE PER THE CITY STANDARD PLANS. <br />RESERVOIR COURSE TO BE 5" THICK PER THE <br />ATTACHED DETAIL. <br />RUNOFF TREATMENT LAYER NOT REQUIRED <br />RECORD DRAWING <br />This Record Drawing has been prepared, in part, <br />based on "As -Built" information provided by <br />others. Though the as -built information and this <br />drawing are based on the best available <br />information, no presumption should be made <br />regarding the drawing's accuracy. <br />Jim Knappert 02/14/2024 <br />Permit Inspector <br />SURFACING <br />SECTION 13 B BASE WUME <br />US N4 MONOLITHIC CURB & sW <br />PFRMFAWEANUNKS WORSE <br />(SEE RCONDIAN <br />IR•MW WfARMG COURSE ISff BODIES I AND el <br />RESFRVO R COURSE-8'MIN FERMEANE <br />BIUAST PER WSOOT/APW ASTANDARD <br />SPECFIGTONS9,033G) <br />NON WOVEN GEOTE%111£ (IF REOUINFpI <br />SEE NOR 51 <br />(SEE NOTE 7) <br />(IF REQUIRED) <br />N <br />AS -BUILT NOTE: <br />THE AS -BUILT INFORMATION SHOWN WAS <br />PROVIDED BY HARMSEN• LLC. OMEGA <br />ENGINEERING HAS PREPARED AND STAMPED <br />THIS DRAWING BASED ON THAT INFORMATION. <br />CALL 48 HOURS <br />0 20 40 <br />BEFORE YOU DIG <br />HORIZONTAL SCALE <br />811 <br />CORBANDSW <br />CITY OF EVERETT <br />PBBLIC WORKS BEPARFIRENT <br />._.. alz67 <br />CEMENT CONC017 <br />RETE 315 <br />DRIVEWAY RAMP TYPE -1 <br />NOTES <br />1. PERMEABLERAVEMFNTWIININCITVRIGHTOF WAY <br />REQUIRFSAPPROVALBYTXECTYEWINEERWAENPGCEO <br />BFNFATHATRAVEIEDWAY. THESEGVIDFLINFSPRWIDEA <br />MINIMUM DEPTH FORTEE HYDROLWIC PERWRMANCE OF <br />THE PERMEABLE PAVEMENT. FINE STRUCIVMI GPMITYOF <br />PAVEMENT SECTIONS WHEN SUBJECTED VEHKUGR LOADS <br />SEAABE OFSICNED BY A LICENSED PROFESSIONAL ENGINEER. <br />2 LONGITUDINAL LDPF,DiO SY MAK fORPERMFABIE <br />ASPHALT.BNMA PERMS UWXCRETE. <br />3. USE CHECK. DAM OR DUET METHODS TO MARMIII <br />PONDING IN THE SUBSURFACE FOR LONGITUDINAL SLOPES <br />EXCEEDING Y.6 SEE STANDARDOMWIXG431 <br />4. LWEONGWURSEMATERIAISI5-TOUS.110.8 <br />UNIPo LYGM D,CHVSHEDIANGUWLI.THOROUGHLY <br />WASHFDWONE. <br />S. GEOTfXH1ESYALLREPROYIDEDBMWEFNRUNOFF <br />BALLTRGTME WHEN <br />RECOMMENDED <br />E Ofl MENDED YANO ECHNI BIf <br />PROFF WHEN RFCAVEMNOFDBYGERLISENICAL <br />PROE551DNALOR PAVEMENT DESIGNER. GEODE EXCEED 7A <br />BE ONP EIDSlH FMFSINNATWESUBGR4DFFXCEFDP6 <br />ONMEABLE $IEVST AND XNESHALLNPRIFA EIWF£N <br />PERMEABLE BALUSi AND TREATMENT LAYER IF A <br />TRGTMFNi GYFRISUSERIRESHALL <br />GRACEOPLE FORSEPARATION PER WSWA <br />STANDARD SPFCFECIVION433.3. NON WADVEN, <br />TABLE 3. <br />6. PEAMFABFE CONCRETE MUST R INSTALLED BY ANISIRED <br />PERMFA&E CONCRETE INSTALLER PFRMEABIEAIDNALT <br />MUST W INSTALLED BY AN EXPERIENCED PERMEANE <br />ASPHALT INSTALLER <br />7, RUNOFF TREATMENT GR0.yYLL N HANDLED MR <br />PAVEMENT WNICN IS SUBIER TO VEHICULAR TRAFFIC OR <br />OFFER POLLUTANTS WHERE NAME SCNS DO AVE MEET <br />THE REQUIREMENTS FOR TREATMENT.SEETHE <br />STORM WATER MANAGFMFNTMANUAL <br />R. AIRGRADE SHALL RE COMPARED TO A FIRM AND UN <br />YIELDING CONDITION IN ACSORDANCE WITH THE PLEDGEE <br />PAVEMENT DESIGN. DO NOT OVER COMPACT SERENADE. <br />HEAVY TRUE AND CONSTRUEHON EQUIPMENT PULL BF <br />PARCEL BERM FROM DRUM FINES OAF THE wBGRADE THROUGH <br />OUTWraTR➢CnoN. <br />CITY OF EVERETT <br />PERMEABLE ASPHALT OR <br />VCRETE PAVEMENT SECflO 430 <br />m <br />0 <br />U <br />N <br />O <br />W <br />Q <br />O <br />Y....... <br />..... <br />S <br />_. <br />mw <br />:k <br />A. <br />LU <br />Foinr <br />V <br />J_ <br />z <br />7 <br />L <br />< <br />Q <br />Q <br />c <br />L <br />a <br />Namo <br />3Co <br />N <br />N <br />V <br />z <br />LLJ <br />W° <br />0� <br />ED <br />Q <br />�O <br />> <br />WLL <br />Of <br />O <br />LL <br />0 <br />o <br />Of <br />O <br />vJ <br />K <br />DO <br />N <br />0 <br />a <br />17-1004 RAW <br />DAM 5/30/18 <br />ill =20' <br />�4 7 <br />PC <br />