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WENTZ SP <br /> SECTION 23 , TOWNSHIP 28N , RANGE 4E5 W. M . Z <br /> 0 <br /> H <br /> U <br /> N <br /> / / Q NOTES <br /> L fQUA1S WIDTN OF DRIVEWAY ATPgOPERIY UNE <br /> IE=538.54(18"CMP SW) EXISTSIDEWALK 2. 3/q'WIDE FULL DEPTH EKPANSION JOINT w <br /> 3 NDTEWIDEFULLOERINEXRCATER_IOINTIF H <br /> R MMH541.52 / k \ \ / DO-PEA 1AeovErsls•oRGRUTEa <br /> IE=534.98 CL / CURB 4. WITHIN THE GRYF-F-WAYTHEDRIVEWAY <br /> / \ O M A NA 88 / SN_BE5URFACED W"ASPHALTOR a a a a a <br /> 541.00 / t� CONCRETE. <br /> 5. THE DRIVEWAY RAMP INCLUDING WING RAMPS <br /> 0 SINALLBE ONCRETE <br /> COMMERCIALMIX <br /> CALLS OUT IDT N WSSOSTANDARD <br /> / Y I \ I ✓ 2 SPECIFICATIONS,AMIN OF6"THICKAND PLACED �••• 4y <br /> CB TYl I - ON AMI NIMUM OF 2"CRUSHED SURFACING y�=c•• o•TJ <br /> RIM=540.16 Q \ \ I 05 BASE COURSE COMPALTEp T095N MAXIMUM •N ,,, D W <br /> IE=538.43(12'CONIC NW) / o I 1 I \ \ I DEwsgr Q r• <br /> 11 6. MAINFAIN L/i'UP AT GUFiEA. <br /> / IE=538.34(12'CONIC SW) / \ y'•:°. <br /> IE=538.24(18"CMP NE) O \ I I I I CB #2 TYPE 1L d'• <br /> / IE=538.35(18"CMP S Q / In PER COE STD `� �S••• <br /> PRIVATE DRAINAGE EASEMENT <br /> \ Y 3 DWG 403 <br /> 6 <br /> TO BENEFIT PARCEL NO. <br /> 00552500003200 / �y ~�\ II I IE=538.99(12"CONIC S) <br /> i 5`AB�„ PVC s <br /> 0.5% MIN. SLOPE v' 1 �,. EXIST MDwDLIT K <br /> SO z (,, I I PavFMENr cuaeawD Sw H <br /> PERMEABLE I I a P -p P _ ui <br /> v <br /> i DRIVEWAY, SEE <br /> NOTE I I I / CB # 1 TYPE 1 5'MIN S.m.. <br /> PER COE STD J 7 <br /> „ I 1 4(��DWG 402 EXISTIE _F.0 a L <br /> �-LIf <br /> F 12" CPEP vEMgNr 6 z� z% = 7 a <br /> Nr L <br /> S=@665 ft/ft 0.010 (AB) �- J <br /> YARD DRAIN <br /> +- RIM�4541.27 (AB) ._.. 5 ... ccuRB ' <br /> MIN. IE�r538.14 (AB) �sw`^H' <br /> 7_ 7 .ai / PERFORATED ED <br /> 3 a N STUB-our �a gDD�GSH CITY OF EVERETT Q Q <br /> LOT 1 CONNECTION BASE COURSE PUBLEC WORKS DEPAETMENT <br /> SECTION A A SECTION B-B <br /> z SDCO °i ° (SEE DET.) uswG nPEA 1cuRB USING MONOLTHIC CURB&SW11:36Ajie%i0v <br /> xl (TYP.) H °_/. 20' D/W CUT CEMENTCONCRETE <br /> wl f I d PER COE STD. DRIVEWAY RAMP TYPE-1 315 <br /> \ DWG 315 <br /> I \\ \ I a - - - NOTES <br /> c-4 Do <br /> 65 / PERMEABLE DRIVEWAY NOTE: 1. PERMEABLE PAVEMENT WITHIN CITY RIGHT-QF-WAY j N <br /> W REQUIRES APPROVAL BYTHE CITY ENGINEER WHEN PLACID Q <br /> � y PERMEABLE PAVEMENT FOR THE RESIDENTIAL DO <br /> BfNEA1H ATNAVELED WAY.THESE GUIDELINES PROVIOEA rn <br /> 75' o L \ I Q / DRIVEWAYS SHALL BE INSTALLED OUTSIDE THE MINIMUMDEPEHFORTHEHYDROLOGICPERFORMANCEOF LU Q o Lo <br /> OF, <br /> THE PERMEABLE PAVEMENT.THESTRUCfURIUCAPAOTYCF o N <br /> R/W ON THE LOTS ONLY. DRIVEWAY PAVEMENTSECTONS WHEN UBIECTTOVEHKULAIL LOADS O <br /> N I MATERIALS WITHIN THE CITY R/W SHALL BE DEPENDS ON SEVERAL FACTORS ANO MUST BE DESIGNED BY N N <br /> p. AU[ENSEDPROFESSONA ENGINEER. H L v v <br /> I° I CONCRETE PER THE CITY STANDARD PLANS. z LONGITUDINAL SLOPE,O TO S%MAN.FOR PERMEABLE LIE <br /> r- <br /> \ RESERVOIR COURSE TO BE 6" THICK PER THE ASPHALT,B%MAX.FOR PERMEABLE CONCRETE. O; <br /> J ATTACHED DETAIL. 3. USE[H ECKDAMOROTHERMETHODSTOMAXIMIH r W <br /> 3 al °. °/'.� I 1 '/�I PONDING IN THE SUBSURFACE FOR LONGITUDINAL SLOPES 04 <br /> LOT 2 /q°a A°A /, PERMEABLE ASP HALT(4-MIN)OR CONCRETE EXCEEDING M ME STANDARD DRAWING 43L <br /> / I FI l RUNOFF TREATMENT LAYER NOT REQUIRED z (6-MIN)WEARING COURSE IKE NOTES 2 AND 6) <br /> 4. LEVELING COURSE MATERIALS:1.5'TO US.NO,8 <br /> y - i •/, g UNIFORMLY GRADED,CRUSHED(ANGULAR),THOROUGHLY V <br /> /: •/ CB TY1 m, )LEVE NSEE h�WRSE,OPNONAI WA51{ED STONE Z <br /> RIM=541.19 1°.i <br /> IE=538.12(18"CMP N) - RESERVOIR COURSE.6"MIN PERMEABLE 5. GEOTF%11LE SHALL BE PROVIDED BETWEEN pUNOFF <br /> ooaoo ocoa000 <br /> \ IE=538.08(18"CMP S) BALLAST PER W5DOT/APW ASTANDARD TREATMENT LAYER OR NATNE SOIAND PERMEABLE <br /> SPEUFICATION5403.9(2) BALLAST WHEN RECOMMENDED BY GEOTECHNICAL Z <br /> PROFE55IONALORPAVEMENTDESIGNER,GEOTEXIILERN u <br /> 20' D/W CUT NON-WOVEN GEOTEnUE(IF REQUIRED) Be PRWIDED WHEN FINES IN NATIVE UBGMDE EXCEED w <br /> ON THE 4200 SIEVE GEOTUCTILE SNALL BE PLACED BETWEEN <br /> W <br /> \ \ SPLASH N N PER COE,STD. (SEE NOTE 5) PERMEABLE BMUST AND TREATMENT LAYER IF A C W <br /> BLOCKS // DWG ,� z TREATMENT LAYER IS USED.GEOTEMILE SHALL BE G Z_ <br /> (TYP.) \ �' a I / _g GEOTEXTIIE FOR SEPARATION PER WSUDT/AI-A cai) <br /> PERFORATED STANDARD SPECIFICATION 433.2,NON WOVEN,TABLE 3. O(� <br /> STUB-OUT P Q P IIpp -� (SEN TILEATMENT IAYEA IIF REQUIRED) 6. PERMFABLECONCRETE MUST REINSTALLED BYACERTIFIED W <br /> CONNECTION r\ I P 11 NOTE E PER MEABUCONCRETEINSTALLER.PERMEABLEASPHALT <br /> MUST BE INSTALLED BY AN EXPERIENCED PERMEABLE <br /> (SEE DET.) 3 ASPHALT INSTALLER <br /> I/ NATIVE SUBGRADE ISEE NOLLE 81 <br /> / a T. RUNOFFTR RED FOR <br /> PAVEMENT WHICH LOS SUBJECT O VEHICLAYER SNAU_M ULAR R TRAFFFC OR <br /> N _ OTHER POLLUTANTS WHERE NATIVE SO11500 NOT MEFT <br /> to\\ I 3 STORMWATER MANAGEMENT ETRE <br /> EMENT MANUAL C <br /> a <br /> 11 E. LDNGCICOMPACTED <br /> �OCE VROYIELDONIX- NDANW THTHELECT QJ u) <br /> PAVEMENT DESIGN.DO NOT OVER COMPACT UBGRADE. / C Z > <br /> HUWU"ANDCONSTRUCTIONEQUIPMEWSHALLBE C\I -c 3 > <br /> I ) 3 a TRPROHIBITED FROM DRIVING ON THE SUBGRADE THROUGH N p <br /> 9 ITIR ."..II OUT coNSTRUCTION (D <br /> RI N1M=540.4F <br /> MP <br /> IE=537.44(18"CMP S) I '� W N W <br /> �Jf CITY OF EVERETT E Z a <br /> t- I CB TYi KE er PUBLIC WORKS DEPARTMENTZ F O Q0 <br /> 540.69 ....... ... .-i,. 01/03/2019 L W U 2 <br /> IE=538.69(12"CPP N,S) uj <br /> IE=538.98(6"PVC E) PERMEABLE ASPHALT OR 430 <br /> o - - ONCRETE PAVEMENT SECTIO LL = <br /> 30 I 30• O (L O LL' <br /> O <br /> RANDOM FILL O Z <br /> N U I.- <br /> N <br /> FILTER FABRIC AS-BUILT NOTE: U a <br /> 4•PERF plpE THE AS-BUILT INFORMATION SHOWN WAS <br /> �'•-�•'WASHED ROCK �p1 PROVIDED BY HARMSLLC. OMEGA <br /> 1 <br /> ENGINEERING HAS PREPARED AND STAMPED <br /> i THIS DRAWING BASED ON THAT INFORMATION. <br /> rR 17-1004 °BN BROW <br /> F�24"MIN ,B. 5/30/18 <br /> 40 CALL 48 HOURS •B <br /> PERFORATED STUBOUT I���� BEFORE YOU DIG �N ill 20' <br /> CONNECTION DETAIL HORIZONTAL SCALE 811 <br /> NOT TO SCALE 4 °F <br />