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APPROVED STM ENG RESUB2 BLD2023-1530+Civil_Plan+5.13.2024_8.19.16_AM+4251836SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM IV A 91,&1 M =1T,& T I a T a I a IN W a "m WW A I SECTION 18, TOWNSHIP 27 N. RANGE 4 EV W.M. 41 & 05'(W OF .CGPIst �,, - _ . __...__- ..E ILLEGIBL � 9 , x .._ �._._ _,._ �- ._. � t 0 �� � Q'� k i N 0'60'O0 ' W .. ,�_ .. _ir' FENCE _ 0'0 _ � � 90•o w FENCE kCiiri` R 1S 97.25' t -- x �L,.- ._.. _ _ ._... . X _-- y�10' SETBACK 1 m Q LOT 5 SEAVIEW PINES o VOL. 34, PG. 75 UNCOV. ! ; 1 PATIO t (� 40 SF) ' ! CN, I s 3 - B 355.30 V'PARCELA4 coD TIO15,056 P w z ------ }. 05 ? o OUTDOOR UNIT OF o '} PROPOSED SFR DUCTLESS HEAT PUMP i o Q (3,650 SF) _ o LOT 6 o `• ' z fl EW PINES ;% o 7 ' ` ; o t` r 34, PG. 75 o ; i 00806300003300 o Lo Q ; , GARAGE HED - HEU 1 EV READY PARKING �' I 16' W.PERMEABLE SPACE REQUIRED PER ECDC 17.115 If °SHFO'HOUSt p'),,].�,,0 I -`--C 53.63 I6 'WOOD FEN Iw�l='`r �D 48.26 `- 1 r 19324 .T,,:-i4 25' SETBACK .�...'✓F. CORNE/ ;�.9•it ° .MENT ,dr 5, 2'(.N) r !r. R LE, .a °., �"� ri r{zFJ'tt ;ry(^`4': ` (1,177 SF) ,f ( -! F0 ND RE3At�/CA i.li uJ �iY V3 r' •a i f i'- *+f, j---rr- vOt�iY�'R ,,..A.rJt+ x,.�ar i.71;i}ttKl` ^",� � • . . g .. a• ." O ,% �[ �� jt � , e # ;� I � (• • LS 16194 -`�' • / . . • tf t �iLFIVis t� '. £: i uiJt�d - 4 f 24' I i + i ,t ;ICk 25 rt �ij Ft pz 11097 OP `.. i > I 7.25 90.00'00" W 00'00" - - - �. OSI; E0 t ram_ w ::.,..._..__ 1 g-......,.... ,xt [ ......... ,.lF i' ......... e, ...... !A( .. ,.........�.... �,........,�. ' _._....._-__ { t'k' ....................... ............,.... 90• pj .._.,... �)p } S- 7 i .tir .....•._ _ 79 . , ,.. '- -F jfi, �„ ;1{ .-.,....,, kSi- i __ ..,, H:.. T'i :....,....,�..� ..,,��".... a nt,4 Y ........,.,.,fi..y- r^. aC, ....... ............ I =; t 194TH ST SW I& SSSS ' I _ 1 --r .... STND ASPHALT I ASSIP 1 T. I r (2`93 SF} E 0DRIVE, AY ASPHALT i � 3 -� -I- �', t t G'S Ii`{tNt=,.z'4 E34 �,. C;t� �'"� � �-7 ems-;, f"'tn ['�_ ��p��(} ? .ShiiDWAt' I ' F (11 4.y+-. Y #tz+ !y,... .�.{.M.......d..,�............ 1 INlf1E.:.)A4,//+L'41s�y',� Tv't.%NID 95�:- f-fI"? �`05i 9 f ii t} iJ i.: fi h..% -^�6 "Y' .fJ7'4 � 3';f 6/L Jilj 2,`3i".i2 t CAD 0.4 -_W", OF 4 1 I= s . t 3 it lv( F�f...... 45.4 i S . iM? e_L BROIKKE1 CORNER \ l LS?6194 I CO RI 347h.� 12 �t IN/. i f%. '} tf , I rr�.1.. �} n .t Wgt� in� "1,3C.. .375 x .-....t ? .� .X L� .�t'��7C 7Ftl s.X"�a ,"rFft€�-���� 3`L.r •.�.} 0 i"XIS.1M ;7.13,11i i.'%UAP, AS'11<'O.t,D C off E' Wil-1. 4,11, WASHER AS 41 .'s jl . c_ t ;-011 t✓t CONCf:_ S t_ ;1.- 1. t F.l t Ptv � 3J .. o -10 BASIN IRE WA'rq ME-1.EY fi'..j ,.iAN?.?A Y S7.;.Wk.-R W!%HLL MAiLi3ox ___.._.✓ GUY ANC1i0t? , _L r HOIN RYSOR -A tivt..x.Y t1fti NIS9461 I LOT COVERAGE: LOT AREA = 15,056 SF (0.35 AC) LOT COVERAGE = 3,128 / 15,056 = 20.7% MAX LOT COVERAGE = 35% AVG. LOT SLOPE: 8% IMPERVIOUS SURFACE CALCS PROPOSED SFR: 3,650 SF PROPOSED WALKWAY: 90 SF PROPOSED UNCOV. PATIO: 140 SF NEW DRIVEWAY: 1,380 SF TOTAL PROPOSED: 5,260 SF HEIGHT CALCS A = 350.10 B = 355.30 C - 353.63 D = 348.26 AVG. ELEV. = 1407.29/4 = 351.82 NOTE: THE DESIGN INFILTRATION RATE PROVIDED BY THE PROJECT GEOTECHNICAL ENGINEER FOR THIS PROJECT SITE IS 0.162 INCHES PER HOUR. NOTE: A TOPOGRAPHIC SURVEY HAS BEEN PERFORMED BY PACIFIC COAST SURVEYS, INC. ALL EXISTING INFORMATION SHOWN IS BASED ON OTHER CONSULTANTS OR FROM SITE OBSERVATIONS. EXISTING SOIL & VEGETATION NOTE: THE EXISTING SOILS ON THIS SITE WERE FOUND TO BE WEATHERED AND UNWEATHERED GLACIAL TILL. GROUNDWATER WAS NOT ENCOUNTERED AT ANT OF THE TEST PITS. THE EXISTING SITE CURRENTLY CONSISTS OF A SFR, SHEDS, WALKWAYS, AND A DRIVEWAY. NOTE: A BOUNDARY SURVEY HAS BEEN PERFORMED FOR THIS PROJECT BY PACIFIC COAST SURVEYS, INC. LEGAL DESCRIPTION SECTION 18 TOWNSHIP 27 RANGE 04 QUARTER SW TH PTN GOVT LOT 4 SEC 18 TWP 27 N RGE 4 SNO CO WA DAF: COM AT SW COR OF SD SEC 18; TH NO'37'06"E ALG W LN SD SEC 18 673.81 FT; TH E ALG N MGN OF 194TH STSW (A COUNTY RD) 746.01 FT TO TPB: TH CONT E ALG SD N MGN 97.24FT; TH N 154.81 FT; TH W 97.24FT; TH S 154.81 FT TO TPB AKA PAR A PER CITY ED SP NO S-45-78 REC AFN 7901110211 SITE DATA SITE ADDRESS: 8823 194TH ST SW, EDMONDS, WA 98026 TAX ACCOUNT NO.: 27041800313800 GROSS SITE AREA: 0.28 ACRES OWNER f APPLICANT LANDSVERK QUALITY HOMES INC 24113 56TH AVE W MOUNTLAKE TERRACE, WA 98043 CIVIL ENGINEER SURVEYOR GEOTECH OMEGA ENGINEERING, INC. PACIFIC COAST SURVEYS, INC. COBALT GEOSCIENCE, LLC JOSEPH SMEBY, PE P.O. BOX 13619 P.O. BOX 82243 2707 WETMORE AVE. MILL CREEK, WA 98082 KENMORE, WA 98028 EVERETT, WA 98201 425.512.7099 206.331.1097 425.387.3820 F: 425.259.1958 DATUM NAVD 88 BENCHMARK FOUND BASED CONC. MON. WITH 1 /2" IRON PIPE ON THE CETNERLINE OF 88TH AVE W. ELEVATION=368.44' PUBLIC UTILITY PURVEYOR INFO. 1) SNOHOMISH COUNTY PUD 425.783.1000 2) PUGET SOUND ENERGY 1.888.225,5773 3) WATER AND SEWER: CITY OF EDMONDS 425.771.0235 4) STORM: CITY OF EDMONDS 425.771.0235 5) FIRE: CITY OF EDMONDS FIRE DEPT. 425.771.0215 6) PHONE: ZIPLY FIBER 866.669.4759 7) CABLE: XFINITY/COMCAST 800.934.6489 INSPECTION REQUIRED PRIOR TO BACK FILL DEFFERED SUBMITTAL: SPECIAL INSPECTION AGREEMENT SPECIAL INSPECTIONS REQUIRED: - DISPERSION TRENCH & VEGETATED FLOW PATH AND SUBGRADE - PERVIOUS PAVEMENT AND SUBGRADE REFER ALSO TO: N STORM DRAINAGE REPORT PREPARED BY JOSEPH M SMEBY ENGINEER, DATED 3/27/2024 AND APPROVED 5/?/2024. fel ENG2024-0137 - ROW PERMIT ENG2024-0143 - SIDE SEWER PERMIT ENG2024-0136 - WATER METER AQUITY MAP SCALE: 1" = 2, 000' Utility patches shall be combined and full width or half width overlay will be required depending on the extent of disturbance. Where utility patches.fall entirely within one travel lane, the overlay shall extend to the centerline of roadway. Where utility patches extend into both travel lanes then a full width overlay is required. COMPLIES WITH APPLICABLE CITY STORMWATER CODE 0 20 40 HORIZONTAL SCALE 05/30/2024 • O Know what's below. Call two business days before you dig. Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. DRAWING INDEX 1) COVER SHEET 2) SWPPP / TREE RETENTION PLAN 3) SWPPP DETAILS 4) GRADING & DRAINAGE PLAN 5) DETAILS 6) DETAILS 7) UTILITY PLAN 8) NOTES & DETAILS TC1) TRAFFIC CONTROL PLAN TC2) TRAFFIC CONTROL PLAN BLD2023-1530 APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED BY: Jdl W 441-e 05/24/2024 CITY ENGINEERING DIVISION 0 m m Z O a U) W 0 W Q 0 Illl- W W ry W 0 U > o m rn a�� �r LLJ O�a"y ~04N W W �+ W N W Z a_ Z W Ez UJ 0a z W 0 a o -3: oQ Q O CW Q z O w W~(A ow< °~z J 0 U)IY- W IL z O z S 0 F- � G O RESUB °- U May 13 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJ. NO. I DSN. BY: 23-0414 JMS DATE: 5/9/2024 SCALE: ill =20' DRAWING NO. 1 8 OF SCHEDULE ALL INSPECTIONS. THROUGH MYBUILDINGPERMIT.COM MA -pi EWOO LOT AL m SECTION 187 TOWNSHIP 27 N. RANGE 4 El W.M. i =(ji.lNI.t !;�;.?E Ff��ji?lnt,;l;`rF'.L 3 ^'`� .♦` /' f ? f. ,ov) '& �, J(i j t I j 8l Of' CO"RINF 111 i r _, £l. �] �;� tit t E D � FLOW I 4 ROWiT I i LOT 5 LIMIT OF CLEARING i SEAVIEW PINES l VOL. 34, PG. 75 /�' MARK W/ TREE PROTECTION 3 ` FENCING, SILT FENCE (BMP C233) € OR ORANGE FENCING BMP C103 ORANGE 7j j j �.• ( } _FENCING ! (10,699 SF) (BMP C103) ' INSTALL SILT FENCE X , r (BMP C233; SEE DET. ' f f STRAW 3 .`, ER--900 SHT. 3)> WA------ __ _ TTLE (TYP•) £ E i PARCEL'.a ; � meµ.15,056 V� 4 � , I TREE PROTECTION FENCING (TYP.) LOT 6 1 - x t _ TOPSOIL FTE { SEAVIEW PINES e i VOL. 34, PG. 75y ! '`� `` 00806300003300 z `STOCKPILt\ x ` SE TE ' ORANGE NO�, ;k FENCING-- (BMP C103 INSTALL ORANGE PROTtCTIVE ) w XI EEDFENCING AROUND PERFSTUB-OUTA it CONST. ENT.W="i� PEr�C� s €(STABILIZE W/ CRUSHED ROCK OR {�' T QUARRY SPALLS) i-i::iN" v�it-4f��'1� 1 "5.,� ��ti� f r f{ �'....'...." �901 fl)RI'PR III # , . SHT. 3ET. ER , p �t — , vA/ I: i. { j ���,3i i L +� rf t f i �� �r' � �� i � ,� 1.... i a k ..—'—..... a ... .._.. y s , a^+ I 9 s 194TH ST SW� E 7s i � ` T o INLET PROTECTION ;' ram- (>fA.T _ # ; , (BMP C220;, TYP.) r i 1 IEP14 Y 4~ 3 Rn,;D{AY I i s k 6'B R' si=13147.54 FOUND _- c. p t f I AM :„3 ).i 0,11vc,"S'6345 . ,% 0_ !'(,Si tJ 0 t..-'3F;l Yw".. 3',•� j i °..'!(§7VfPt:.. 0 BROP?q(z_ 1 1` .S, 6194- _14- h"I' 8'Irti0N4. ,IV) '345.82 TREE PROTECTION NOTE TREE PROTECTIVE BARRIER SHALL BE PUT IN PLACE PRIOR TO DEMOLITION WORK BEGINNING. TREE PROTECTIVE FENCING SHALL BE A MINIMUM 3' TALL, VISIBLE & DURABLE. ORANGE POLYETHYLENE LAMINAR FENCING IS ACCEPTABLE. INSTALL HIGHLY VISIBLE SIGNS SPACED NO FURTHER THAN 15' APART ALONG THE ENTIRETY OF THE PROTECTIVE TREE FENCING. SIGN MUST BE APPROVED BY THE DIRECTOR AND SHALL STATE AT MINIMUM: "TREE AND SOIL PROTECTION AREA. ENTRANCE PROHIBITED". AND PROVIDE THE CITY PHONE NUMBER FOR CODE ENFORCEMENT TO REPORT VIOLATIONS. CONTRACTOR TO MAINTAIN PROTECTIVE BARRIERS IN PLACE FOR THE DURATION OF THE PROJECT UNTIL THE DIRECTOR AUTHORIZES THEIR REMOVAL. GRADING QUANTITIES: CUT = 200 C.Y. FILL = 200 C.Y. GRADING QUANTITIES CALCULATED USING AUTOCAD GRID SUBTRACTION METHOD COMPARING EXISTING GRADE TO FINISHED GRADE. HAUL ROUTE: ALL ACCESS TO THE SITE SHALL UTILIZE HWY 99, WEST ON 196TH ST SW. HAUL ROUTE AWAY TO TAKE A RIGHT TURN ON 88TH AVE W THEN LEFT TO 196TH THEN TO 1-5. NOTE: ONLY SINGLE TRUCKS SHALL BE USED. NO TRAILERS. CONSTRUCTION SEQUENCE NOTES 1. SCHEDULE A PRE —CONSTRUCTION MEETIN GWITH CITY ENGINEERING DIVISION AT 425-771-0220, EXT. 1326. TWO DAY (48 HR) NOTICE IS REQUIRED. 2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES. 3. CALL FOR UTILITY LOCATES. 4. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING DISTURBANCE OF ANY AREAS OF VEGETATION OUTSIDE THE CONSTRUCTION ZONE. 5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS ENGINEERING INSPECTOR. ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES MUST BE IN PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION OR SITE CLEARING. EROSION AND SEDIMENTATION CONTROL PRACTICES AND/OR DEVICES SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED. 6. DEMOLISH EXISTING STRUCTURES. 7. ROUCH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES. 8. CLEAR, GRUB, & ROUGH GRADE SITE. COMPOST AMEND AND REVEGETATE DISTURBED AREAS NOT SUBJECT TO ADDITIONAL SURFACE DISTURBANCE IMMEDIATELY AFTER ROUGH GRADING. OTHER EXPOSED ARES SHALL BE STABILIZED PER EROSION CONTROL NOTES BELOW. 9. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE IMPROVEMENTS. 10. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETATION OF ENTIRE SITE. PER CITY STANDARD DETAIL SD-642 (SEE SHT. 6). 11. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR. 12, INSTALL INFILTRATION TRENCH. EXCAVATION OF INFILTRATION AREAS SHALL NOT BE ALLOWED DURING WET OR SATURATED CONDITIONS. THE BMP SHALL NOT BE MADE OPERATIONAL UNTIL ALL EROSION —CAUSING PROJECT IMPROVEMENTS ARE COMPLETED AND ALL EXPOSED GROUND SURFACES ARE STABILIZED. TEMPORARY CONSTRUCTION ENTRANCE SHALL BE A MINIMUM 30' LONG N OTE: — FILTER SOCKS WILL BE ADDED TO ANY CATCH BASINS DOWNSTREAM FROM THE CONSTRUCTION SITE. (SEE DETAIL ER-902 SHT. 3) — ALL DISTURBED AREAS TO BE COMPOST AMENDED PER 2019 SWMMWW BMP T.5.13. — INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO APPROVED PLANS. CITY OF EDMONDS STANDARD DETAILS, AND ALL OTHER MEASURES THAT MAY BE REQUIRED DURING CONSTRUCTION. *TOPSOIL/STOCKPILE NOTE: PILES ARE TO BE COVERED W/ PLASTIC SHEETING WITHIN 24 HOURS. EXPOSED SOILS NOT WORKED WITH FOR MORE THAN A 2—DAY PERIOD FROM OCT 1ST — APRIL 30TH SHALL BE COVERED. CONTRACTOR TO INSTALL SILT FENCING ALONG DOWNHILL PERIMETER OF CLEARING LIMITS. LEGEND CLEARING LIMITS X SILT FENCE Q CATCH BASIN (CB) INLET PROTECTION TREE TO BE REMOVED -- n TREE PROTECTION FENCING ne 0 20 40 HORIZONTAL SCALE r I Know what's below. Call two business daysEk(696�2c dig. APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED jd] tV44 i{4..oU 05/24/2024 BY- vv Z O a x U U) W 0 W O w wz �O ~zQ � W J �: 0� co > cc\1 00 � QCID� O m CN LOLO W W W N W 4 Z z ocs Z Wix W Z OZ W 0 oa 0co2 o Z 3� aW Q a O w z "It W�CO z0z O W .. 1 o 0 ) CZ �J oo� W O zLL 0 C 0 0 F z r. G RESUB N May 13 2024 U CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJ. NO. I DSN. $Y: 23-0414 JMS DATE: 51912 024 SCALE: ill = 20' DRAWING NO. 2 OF 8 CITY ENGINEERING DIVISION NCH DUtE�L 1N PECTtON� TFROUG-H MYBUILDINGPERIb IT.-COA!I 2" x 2" WOOD/STEEL FILTER FABRIC SECURED TO 2" x 2" 14 GA WIRE FABRIC EQUAL a _E N NATIVE BACKFILL MATERIAL FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2" x 2" WOOD/STEEL POSTS-� WIRE MESH FENCE o r To SUPPORT FILTER FA I .. FABRIC N c BURY BOTTOM OF FILTER MATERIAL 8" TO 12" NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. CITY INSPECTION REQUIRED ON 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ALL EROSION CONTROL METHODS ACTIVITY. BEFORE OTHER WORK CAN BEGIN ' REVISION DATE CITY OF EDMONDS PUBLIC FILTER FABRIC FENCE JANUARY 2018 P WORKS FILTRATION SYSTEMS DEPARTMENT STANDARD DETAIL FSt• 1Sg� APPROVED BY: R. ENGLISH ER---900 MA-PLIEWOO LOY A SECTION 18, TOWNSHIP 27 N, RANGE 4 Ej W.M. CITY OF EDMONDS PUBLIC WORKS DEPARTMENT CATCH BASIN FILTER SOCK WITH OVER FLOW HOLES (T'P) IKI NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN THIS APPLICATION AT ALL TIMES DURING CONSTRUCTION PERIOD. 2. ANY SEDIMENT IN CATCH BASIN INSERT SHALL BE REMOVED WHEN INSERT IS ONE-THIRD FULL. 3. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. TEMPORARY SEDIMENT TRAP FOR CATCH BASINS APPROVED BY: R. ENGLISH REVISION DATE JANUARY 2018 STANDARD DETAIL ER-902 MINWEEENWN� LLS A TH IN )E FULL WIDTH 3RESS/EGRESS DETAIL NOTES: O THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE AND/OR INTO THE PUBLIC RIGHT-OF-WAY. O ATB DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH. NOTES: 1. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 2. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL QUARRY SPALLS AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 3. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SITE. WHEN WASHING IS USED, IT SHALL BE DONE ON AN AREA STABILIZED WITH QUARRY SPALLS AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 4. INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. PROJECT SIZE MIN LENGTH OF (FEET) QUARRY SPALLS* < 1/4 ACRE 30 < 1 ACRE 50 < 3 ACRE 100 > 3 ACRE I 100 *PROVIDE ATB OR ASPHALT TRANSITION WHERE FRONTAGE ROAD IS AN ARTERIAL. LENGTH TO BE DETERMINED BY CITY INSPECTOR. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN REVISION DATE STABILIZED CONSTRUCTIONFJANUARY 2018 CITY OF EDMONDSENTRANCE PUBLIC WORKS DARD DEPARTMENT AIL _. SgO APPROVED BY: R. ENGLISH E R — 9 01 Figure 11-3.24: Wattles �t (1.2m.2m) y �f� Overlap adjacent rolls 12" behind Straw rolls must be one another placed along slope contours r Spacing depends on soil type and Slope steepness Sediment, organic matter, and native seeds are captured behind the rolls. Live Stake 3" - 5" (75-125mm) - 10" ilia. )0-250mm) /rxr. Stake (25 x 25mm} t NOTE: 1. Straw roil installation requires the placement and secure staking of the roil In a trench, 3"- 5" (75-125mm) deep, dug on contour. Runoff must not be allowed to run under or around roll. NOT TO SCALE Wattles Revised December 2015 DEPARTMENT OF E C C L 0 G Y Please see h ✓1www:ec .wa. oV1co copyright g permissions, �A Y 3 pyxighf:htmtforco n M notice including State of Washington limitation of liability, and disclaimer. 2019 Sfarmwater Management Manual for Western Washington Volume 11- Chapter 3 - Page 379 • Know what's below. Call t0bM990 days before you dig. APPROVED FOR CONSTRUCTION CITY WIIEEDMONQ DN APPROVED AS N`O'D DATE: 05/24/2024 BY: F. W Q Q.' >N0000M Q 00 d �- rn O� CV Lr) L0 W LLI ry W O 1�_ W (V QV Z WZ W Ez Uj o z W z 0 a 0 z z Oz U) oU) O Q Q °° W � z 'IT (f) O W W~ °�z oz J 0U� 0.. --! © o Q W z °� 0 ESUB) Crz O CV May 13 202� a CITY OF EDMONDS( DEVELOPMENT SERVICES DEPARTMENT PROJ. NO. N. BY: 23-0414 JMS DATE: 5/9/2024 SCALE- N.T.S. DRAWING NO. 3OF8 CITY ENGINEERING DIVISION SCHEDULE ALL INSPECTIONS THROUGH MYBUILDWGPE:? MIT.-GOIC7M- ;: rOLr,3OEDARICA -� Or iJC1fRN"EI J h FiENCE CORNER ,S f1..37M & 1,7 1s1 OF CORNER t l s i t{ f UNCOV. PATIO 's (140 SF)` FOUNDATION' DRAIN ' 13 LF 4" PVC `-� 32 LF 4" PVC i FOOTING DRAIN i CONNECTIONS (2 X10') PERF-STUB OUT CONNECTION fFENC_ COPNER t�' 3.. 43`l 1 _LS 16194 is O ND C`ASrO 0j:?. C00,i0 NOT 1P SV �fiSf�Li.fy.`Ii t.! 34JI .G�j. �- 21 LF 6" PVC --CONNECT T67-1 IE=345.84'' ; I r,. fyuy _i°]�j�v I I r i I . I 25' VEG. n ^," n MAPLEWOO� SECTION 18, TOWNSHIP 27 N 25 LF DISPERSION TRENCH (SEE DET SHT 5) - f �" i! l t , f I. r SPECIAL INSPECTION' REQUIRED FOR DISPERSION TREN0H AND VEGETATED I FLOW PATH AND SUBGRADE f J r 50VEG. COFLOW PATH � SPLASH I BLOCK 0 {` i f (TYP.) i i f f t i ; SPECIAL I�SPECTION,REQUIRED F70R ! i - PERVIOUS PAVEMENT AND SUBGRAD i z I f f L.._........ _.. ` A R . A _ W _0 LOT A RANGE 4.E, W.M. BASIC SOIL AMENDMENT NOTES 1. A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF TEN PERCENT DRY WEIGHT IN PLANTING BEDS, AND 5% ORGANIC MATTER CONTENT (BASED ON A LOSS —ON —IGNITION TEST) IN TURF AREAS, AND A pH FROM 6.0 TO 8.0 OR MATCHING THE pH OF THE ORIGINAL UNDISTURBED SOIL. THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE ROOTS LIMIT THE DEPTH OF INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA. SUBSOILS BELOW THE TOPSOIL LAYER SHOULD BE SCARIFIED AT LEAST 4 INCHES WITH SOME INCORPORATION OF THE UPPER MATERIAL TO AVOID STRATIFIED LAYERS, WHERE FEASIBLE. 2. PLANTING BEDS MUST BE MULCHED WITH 2 INCHES OF ORGANIC MATERIAL. 3. QUALITY OF COMPOST AND OTHER MATERIALS USED TO MEET THE ORGANIC CONTENT REQUIREMENTS: a. THE ORGANIC CONTENT FOR "PRE —APPROVED" AMENDMENT RATES CAN BE MET ONLY USING COMPOST THAT MEETS THE DEFINITION OF "COMPOSTED MATERIALS" IN WAC 173-350-220. THIS CODE IS AVAILABLE ONLINE AT: HTTP: //WWW.ECY.WA.GOV/PROGRAMS/SWFA/FACILITIES/350.HTML COMPOST USED IN BIORETENTION AREAS SHOULD BE STABLE, -MATURE AND DERIVED FROM YARD DEBRIS, WOOD WASTE, OR OTHER ORGANIC MATERIALS THAT MEET THE INTENT OF THE ORGANIC SOIL AMENDMENT SPECIFICATION. BIOSOLIDS AND MANURE COMPOSTS CAN BE HIGHER IN BIO—ABAILABLE PHOSPHORUS THAN COMPOST DERIVED FROM YARD OR PLANT WASTE AND THEREFOR ARE NOT ALLOWED IN BIORETENTION AREAS DUE TO THE POSSIBILITY OF EXPORTING BIO—AVAILABLE PHOSPHORUS IN EFFLUENT. THE COMPOST MUST ALSO HAVE AN ORGANIC MATTER CONTENT OF 35% TO 657., AND A CARBON TO NITROGEN RATIO BELOW 25: 1. THE CARBON TO NITROGEN RATIO MAY BE AS HIGH AS 35:1 FOR PLANTINGS COMPOSED ENTIRELY OF PLANS NATIVE TO THE PUGET SOUND LOWLANDS REGION. b. CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSTED MATERIALS AS DEFINED ABOVE; OR OTHER ORGANIC MATERIALS AMENDED TO MEET THE CARBON TO NITROGEN RATIO REQUIREMENTS, AND MEETING THE CONTAMINANT STANDARDS OF GRADE A COMPOST. 4. AMEND DISTURBED SOIL ACCORDING TO THE FOLLOWING PROCEDURES: a. SCARIFY SUBSOIL TO A DEPTH OF ONE FOOT. b. IN PLANTING BEDS, PLACE THREE INCHES OF COMPOST AND TILL IN TO AN EIGHT —INCH DEPTH. c. IN TURF AREAS, PLACE TWO INCHES OF COMPOST AND TILL IN TO AN EIGHT —INCH DEPTH. d. APPLY TWO TO FOUR INCHES OF ARBORIST WOOD CHIP COARSE BARK MULCH, OR COMPOST MULCH TO PLANTING BEDS AFTER FINAL PLANTING. ALTERNATIVELY, DISTURBED SOIL CAN BE AMENDED ON A SITE —CUSTOMIZED MANNER SO THAT IT MEETS THE SOIL QUALITY CRITERIA SET FORTH ABOVE, AS DETERMINED BY A LICENSED ENGINEER, GEOLOGIST, LANDSCAPE ARCHITECT, OR OTHER PERSON AS APPROVED BY CITY OF SULTAN. 5. STOCKPILE EXISTING TOPSOIL DURING GRADING, AND REPLACE IT PRIOR TO PLANTING. STOCKPILED TOPSOIL MUST BE AMENDED IF NEEDED TO MEET THE ORGANIC MATTER AND DEPTH REQUIREMENTS BY FOLLOWING THE PROCEDURES IN METHOD (4) ABOVE. 6. IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENT AND DEPTH TO MEET THE ORGANIC MATTER AND DEPTH REQUIREMENTS. MORE THAN ONE METHOD MAY BE USED ON DIPADRENT PORTIONS OF THE SAME SITE. SOIL THAT ALREADY MEETS THE DEPTH AND ORGANIC MATTER QUALITY STANDARDS, AND IS NOT COMPACTED, DOES NOT NEED TO BE AMENDED. IF EXISTING TOPSOIL IS STOCKPILED AND REPLACED IN AREAS SHOWN IN THE LEGEND, TESTING WILL BE REQUIRED PER NOTES 1, 4 & 5 ABOVE. SOLID LID NOTE: DOWNTURNED DRIVEWAY SLOPES SHALL NOT ELBOW EXCEED 14% SLOPES. NOTE: 4" PVC A MINIMUM OF 2' OF COVER IS REQUIRED DOWNSPOUTCONNECTION FOR ALL PIPES LOCATED UNDER DRIVABLE SURFACES AND 1' OF COVER UNDER --�_ LANDSCAPED AREAS. ---- 18" CPEP DOWNSPOUT SLOPE CLEANOUT (TYP) PER STANDARD DETAIL SD-619, SEE NOTE 1 -' 10 (MIN) LEVEL TRENCH WITH -�--t - PERFORATED PVC UNDERDRAIN PIPE I Ij Q OBSERVATION PIPE MARKING CENTER OF DRY WELL 10' (MIN (MIN s ROOF -�..._._........_•.•..-_: GUTTER ,-may TO STORM -a...• (—{; E... A I DRAINAGE SYSTEM .. _.—.. a...........i__ 10 (MIN) 5' (MIN). I-- -- _-_+ TO STORM —� DRAINAGE SYSTEM DOWNSPOUT AND CLEANOUT SLOPE ' 1 '(MIN) COVER COMPACTED BACKFILL 77 6" (MIN) 4" (MIN) PVC UNDERDRAIN PIPE PER — WSDOT SPEC. 9-05.1(6), LAID LEVEL GEOTEXTILE, SEE NOTE 2 --� 1' (MIN) ABOVE SEASONAL HIGH GROUNDWATER TABLE, OR HYDRAULICALLY RESTRICTIVE LAYER (M )- LEVEL TRENCH WITH PERFORATED PVC UNDERDRAIN PIPE PLAN NTS OBSERVATION PORT TEST PLUG (PLASTIC BOX MARKED "DRAIN") IT -I I -I I rl r r SLOPE " (M L Z OBSERVATION WELL, SEE NOTE 4 � WASHED DRAIN ROCK, SECTION A SEE NOTE 3 NTS — GENERAL NOTES: 1. REFER TO THE 2017 CITY OF EDMONDS STORMWATER ADDENDUM FOR SETBACK (CHECKLIST 15) AND INFEASIBILITY REQUIREMENTS. 2. TRENCH LENGTH TO BE 10 FEET IN LENGTH FOR EVERY 5,000 SQUARE FEET OF CONTRIBUTING ROOF AREA. NOTES: 1. CLEANOUTS RECOMMENDED AT PIPE BENDS AND ONE END OF THE PERFORATED PIPE SECTION. 2. GEOTEXTILE SHALL CONFORM TO WSDOT SPEC. 9-33.2(1), GEOTEXTILE FOR SEPARATION, NON —WOVEN TYPE. 3. WASHED DRAIN ROCK SHALL CONFORM TO WSDOT SPEC, 9-03.12(5), GRAVEL BACKFILL FOR DRYWELLS. 4. OBSERVATION WELL SHALL CONFORM TO WSDOT SPEC. 9-05,2(6), PERFORATED PVC UNDERDRAIN PIPE, REVISION DATE CITY OF EDMONDS TYPICAL PERFORATED APRIL 2021 STUB -OUT CONNECTION PUBLIC WORKS STANDARD DEPARTMENT DETAIL FS i.-..1.890 APPROVED BY: R. ENGLlSH S D — 6 3 9 ADS N-12 _ z 4 PVC FINE MESH SCREEN DRAINAGE GEOTEXTILE (MIRAFI 140N OR EQUAL) (TOP & SIDES ONLY) CB/SUMP DETAIL NOT TO SCALE W ne 0 20 40 HORIZONTAL SCALE • Know what's below. Call ,�� days bRore you 9 I . APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: AppRn\/Fn Ag NOTED B Y:Jdj 05/24/2024 CITY ENGINEERING DIVISION F. Z 0 a W 0 W 10 W (D cD z ¢Z o zQ J � � a (D o 06 N 00 0) Q 00 0 Oa" W uJ I, W r_ W N Z O 0- 0 0 � 0 Z� oQ>V_W Q O Q Z `# W~°c)z CO O W Jo0(W CL _.,I o o W iL O Z FitSUB>- 0 _Z o z " May 13 2024V a CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJ. NO. DSN. BY: 23-0414 JMS DATE: 5/9/2024 SCALE: lit =20' DRAWING NO. 4 OF 8 SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM ivA 1`1 AL I :A M I a T a I W W a "'k mW,& 4" (MIN) 6" (MIN) 6" (MIN) 1' (MIN) ABOVE SEASONAL HIGH GROUNDWATER TABLE OR HYDRAULICALLY RESTRICTIVE LAYER GENERAL NOTES: SECTION 18, TOWNSHIP 27 N., RANGE 4 El W.M. -p-p-p_p_p_p_p_p_pwt o p o o c p p_ o o. p PERVIOUS CONCRETE, SEE NOTE 1 pOpUpOpGJpppp�;ppppQ -------PERMEABLE BALLAST, W. SEE NOTES 2 & 3 -+ RUNOFF TREATMENT LAYER (IF REQUIRED PER EDMONDS STORMWATER CODE), SEE NOTE 4 SUBGRADE, SEE NOTE 5 1. REFER TO THE 2022 CITY OF EDMONDS STORMWATER ADDENDUM FOR SETBACK (CHECKLIST 11) AND INFEASIBILITY REQUIREMENTS. 2. THE MINIMUM THICKNESS SHOWN ABOVE MAY NOT BE SUFFICIENT FOR ALL APPLICATIONS. A PROJECT SPECIFIC PAVEMENT DESIGN SHALL BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON IN CIVIL ENGINEERING TO: 2.1. SUPPORT THE ANTICIPATED LOADING (E.G. PAVEMENT DESIGN LIFE, INITIAL AND TERMINAL SERVICEABILITY, RELIABILITY, ETC.) AND 2.2. TO SATISFY THE HYDROLOGIC REQUIREMENTS OF THE CITY OF EDMONDS STORMWATER CODE (I.E., CODE MAY WARRANT A THICKER PAVEMENT SECTION THAN THE MINIMUM STRUCTURAL SECTION REQUIRED). 3. FOR SUBGRADE SLOPES 3% OR GREATER, SUBSURFACE CHECK DAMS OR OTHER METHODS TO PROMOTE SUBSURFACE PONDING ARE REQUIRED (SEE SD-627). 4. GEOTEXTILE SHALL NOT BE USED IN PAVEMENT SECTION UNLESS REQUIRED BY GEOTECHNICAL ENGINEER. IF REQUIRED, GEOTEXTILE SHALL CONFORM TO WSDOT 9.33.2(1) GEOTEXTILE FOR SEPARATION, WOVEN TYPE. 5. REFER TO WSDOT LOCAL. AGENCY GSPs DIVISIONS 2-9 FOR APWA GSPs. NOTES: 1. PERVIOUS CONCRETE SHALL CONFORM TO REQUIREMENTS OF APWA GSP 5-06SA. 2. SURFACE SLOPE SHALL BE BETWEEN 0.5% AND 6%. 3. PERMEABLE BALLAST SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP 4-04.2(9-03.9(2)).OPT1. 4. PAVEMENT BASE SHALL BE INSTALLED PER APWA GSP 4-04.3(5) SHAPING AND COMPACTION. 5. RUNOFF" TREATMENT LAYER SHALL MEET THE REQUIREMENTS OF 2022 CITY OF EDMONDS STORMWATER ADDENDUM. 6. PREPARE AND PROTECT SUBGRADE PER APWA GSP 2-06:3(3) SUBGRADE FOR PERMEABLE PAVEMENTS. CITY OF EDMONDS PUBLIC WORKS DEPARTMENT APPROVED BY: R. ENGLISH REVISION DATE APRIL 2023 STANDARD D ETAI L SD-622 4"X4" SUPPORT POSTS TO KEEP GRADE BOARD LEVEL A NOTCHED GRADE BOARD, 2"x2" NOTCHES, 18" O.C. END CAP OR PLUG CLEANOUT (TYP) i PERFORATED PVC UNDERDRAIN PIPE FLOW TO OTHER DISPERSION TRENCHES) IF NECESSARY TYPE 1 OR 1-L CATCH TYPE1 OR U BASIN W/SOLID COVER 1-L CATCH PER STD DETAIL BASIN W/SOLID SD-303 OR SD-304 COVER PER STD DETAIL -^ SD-303 OR SD-304 �0 Ecozou" PIPE FROM ROOF DOWNSPOUT 10' (MIN) Fza2z2 )� P LA N NTS --I 7-2" (TYP) 2" GRADE BOARD �18" O.0 -j NOTCHES (TYP) NOTCH DETAIL 2"x12" PRESSURE TREATED GRADE BOARD VEGETATED FLOW PATH, SEE NOTE 1 12" 12" 20 % MAY loon -el 7, GALVANIZED :1, t,;y GEOTEXTILE FABRIC �_i i. BOLT (TYP) X" £M■ WASHED DRAIN ROCK, SEE NOTE 3 r,• 4" (MIN) PERFORATED PVC UNDERDRAIN PIPE PER WSDOT SPEC. 9-05.2(6), LAID LEVEL, 6" MIN ( ) t ,; <M Ef„ * �\ CENTERED IN TRENCH, li 's',HOLES POINTING UP :l GEOTEXTILE, -� SEE NOTE 2 4"x4" PRESSURE TREATED SUPPORT POST UNDISTURBED SECTION q NATIVE SOIL NTS `St. 18yv r.rr�.. GENERAL NOTES: 1. REFER TO THE 2022 CITY OF EDMONDS STORMWATER ADDENDUM FOR SETBACK AND INFEASIBILITY REQUIREMENTS. NOTES: 1. A VEGETATED FLOW PATH MUST BE PROVIDED IN ACCORDANCE THE 2022 CITY OF EDMONDS STORMWATER ADDENDUM REQUIREMENTS. 2. GEOTEXTILE SHALL CONFORM TO WSDOT SPEC. 9-33.2(1), GEOTEXTILE FOR SEPARATION, NON -WOVEN TYPE. 3. WASHED DRAIN ROCK SHALL CONFORM TO WSDOT SPEC. 9-03.12(5), GRAVEL BACKFILL FOR DRYWELLS. 4. IF TRENCH RECEIVES RUNOFF FROM 700 SF OF ROOF RUNOFF AREA OR LESS, THIS DEPTH SHALL BE 18". IF GREATER THAN 700 SF OF ROOF AREA, THIS DEPTH SHALL BE 24" CITY OF EDMONDS DOWNSPOUT DISPERSION TRENCH WITH NOTCHED PUBLIC WORKS GRADE BOARD FOR ROOFS DEPARTMENT APPROVED BY: R. ENGLISH REVISION DATE SEPTEMBER 2023 STANDARD D ETAI L SD-632 BUILDING ROOF DOWNSPOUT, SEE NOTE 1 DOWNSPOUT EXTENSION 24" WIDE x 36" LONG x 6" THICK ROCK PAD OR SPLASHBLOCK, SEE NOTES 2 AND 3 VEGETATED FLOW PATH, SEE NOTE 4 n . . ,. ,. :..x.::_^a.�nh�: �\., �.�'\�.\ I i' % . ✓.'ice /� \ Imo\ O`���1 /�I GENERAL NOTES: 1. REFER TO THE 2022 CITY OF EDMONDS STORMWATER ADDENDUM FOR SETBACK (CHECKLIST 14) AND INFEASIBILITY REQUIREMENTS. NOTES: 1. MAXIMUM OF 700 SQUARE FEET OF ROOF AREA MAY DRAIN TO EACH. SPLASHBLOCK. 2. SPLASHBLOCK MAY BE CONCRETE, PLASTIC, OR SIMILAR RIGID MATERIAL, 3. ROCK PAD SHALL CONSIST OF 4" STREAMBED COBBLES PER WSDOT SPEC. 9-03.11(2) OR WASHED DRAIN ROCK CONFORMING TO WSDOT SPEC. 9--03.12(5), GRAVEL BACKFILL FOR DRYWELLS. 4. A VEGETATED FLOW PATH MUST BE PROVIDED IN ACCORDANCE THE 2022 CITY OF EDMONDS STORMWATER ADDENDUM REQUIREMENTS. CITY OF EDMONDS TYPICAL DOWNSPOUT DISPERSION SPLASHBLOCK PUBLIC WORKS FOR ROOFS DEPARTMENT APPROVED BY: R. ENGLISH REVISION DATE SEPTEMBER 2023 STANDARD DETAIL SD-633 mc„g. Know what's below. Call two business day§LboNn_ SSy dig. APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED BY: Jd1 Wga►a.mt 05/24/2024 CITY ENGINEERING DIVISION Z 0 U Uj a LU Q rY Q w 0 >No0Orn Q LU � �t T 0 � 0') 04 L0 Lr) H IT � W W 4- W W co I- W c\I cZ LU Z 0 0 0 z ? o -3: 0 U) oQ �W 3: -z'It � SOW W o C) z U Z 0 U ,J L O - W Z Of li LO r � Of N RESUB May 13 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJ. NO. DSN. BY: 23-0414 JMS DATE: 5/9/2024 SCALE: N.T.S. DRAWING NO, 5 8 OF SCHEDULE ALL INSPECTIONS THROUGH_MYB 1LD_WGPERM1fiC0rM MAQLP L WO m SECTION 18, TOWNSHIP2.7 N. RANEE 4...E. W.M.Z w 0 Z Z (IF STUB FOR FUTURE DEVELOPMENT) a SEWER STUB SHALL BE LOCATED 10' INSIDE PROPERTY LINE & STAKED, PLACE 2"x4" TIMBER AT END OF SIDE SEWER STUB AND CUT TO LENGTH TO ENSURE 3 FEET MH FRAME AND COVER PER U RESIDENCE a EXTENDS ABOVE GRADE. PAINT TOP 18 INCHES WHITE. IN 3 INCH HIGH LETTERS, COE STD DTL GU-420 0 STENCIL THE NUMBER OF EVEN FEET FROM GROUND ELEVATION TO THE SEWER STUB 2" TO 6" CONIC RISERS W ir INVERT. 8 GAUGE WIRE TO BE DOUBLE WRAPPED AROUND PIPE AND 2 x 4 STAKE AT (4" MIN - 18" MAX) O UT a WITH 45' to OR ABOVE FINISHED GRADE. USING NON SHRINK GROUT 10" MIN TO WITH 4_ _ _ BEND AND z PROVIDE SMOOTH FINISH - - - 24" MAX INSIDE AND OUT _ 2' CAP � -- - - CLEANOUT (MAX) a• -24"- 28' MAX a 2 HANDHOLDS O w SEE COE STD DTL GU-423 W a LOCKING CLEANOUT COVER PER COE STD DTL SS-200 6" MAX W NOT TO EXCEED 100' BETWEEN CLFANOUTS . Q / POLYPROPYLENE SAFETY ° ECCENTRIC CLEANOUT (WYE WITH CAP z �� ����� r� . /��� ,�\/��\�\��� STEP/LADDER 12" OC PRECAST CONE AND CLEANOUT COVER AND CONCRETE LEVELING COLLAR a N w a tr '��• \j\�y>. \y\�, ,\ \ \ \ \ , 1<141+ 012" LOCKING COVER Z w w q.° w 4R MIN S THICKNESS a.3 SEE NOTE 3 z a0 " MLJ0-Z w 0 END OF PIPER GRIPPER PLUG 8Y 12"t FINISHED GRADE a � (CHERNE 27061 OR APPROVED o d w ; •. a ii EQUAL 1 0 U 22.5' OR 45' BEND ;c, ¢ c3 y G a •% i � _ �.\\r� a 0 6" LATERAL SEWER , a r , °�• WATER TIGHT CAP SLOPE - 2% MIN TO 50? MAX 6" WYE/6" ROMAC SADDLE •i �• LEVELING COLLAR SEE NOTES 1 AND 2SEE NOTE •• '; SEE NOTE 4 Li 45' RISER POSSIBLE 2" TYP ae • S 1:•....• - 12" PVC SLEEVE 10' SEWER MAIN �� •• s 45' " 6" RISER LOCATION ° , a< SEE COE STD DTL S0 r 12" MIN GU-421 B FOR MH SIZING AND 6" WYE AND 6" CITY STUB PPE ALLOWANCES 4" OR 6" SIDE SEWER 45' BEND 22.5' OR 45' BEND , rENERAt CL�ANOt Ir DETAIL r ` FLOW 4" OR 6" / a SIDE SEWER CLEANOUT DETAIL 6" TEE ° f SAND COLLAR °. '- 12" LOCKING COVER ALPROPERTY LINE/�Y EASEMENT OR KOR-N-SEAL 3 SEE NOTE 3 POSSIBLE MANHOLE ° KNOCKOUT Z NOTES: % SEWER MAIN STEPS w LEVELING COLLAR �--�- , j w SEE NOTE 4 LOCATION FRAME AND ' °� � 1. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE MITES: COVER 0-0- c� ASPHALT SURFACE GASKETED. 2. PIPE SLOPE TO BE 2% MIN AND UP TO 50% MAX. 1. IF NEW MAIN IS BEING INSTALLED OR MAIN IS BEING REPLACED, SERVICE CONNECTION TO THE MAIN SHALL BE DONE TE 16" MAX ° �"• 12"f WITH A WYE AND A 1/8, BEND. WYE SHALL BE AT A 45 DEGREE ANGLE FROM PIPE SPRINGLIKE. 1. LOCATE MH LID OUTSIDE THE WHEEL PATH OF THE CONSTRUCT ;• ;c;..;; r<" .. CHANNEL 3. SEWER CLEANOUT TO BE 12" CAST IRON CLEANOUT COVER 2, IF CONNECTING EXISTING PRIVATE SIDE SEWER TO NEW CITY LATERA A CONCRETE PV TRAVEL LANE. WITH 1/2" HEX BOLTS AND A PICK HOLE. EAST JORDAN L / C STRONGBACK FERNCO RC SERIES SHELF 1 FOOT LONG 12" PVC IRON WORKS PRODUCT #00366102 OR APPROVED EQUAL. OR ROMAC COUPLING SHALL BE USED AND SECURED PER MFR'S INSTRUCTIONS. SLEEVE 2. BASE REINFORCING SHALL BE #4 REBAR AT 12" OC ` BOTH WAYS. 6" RISER 4. LEVELING COLLAR SHALL BE CONSTRUCTED AS FOLLOWS: 3. BORING OF SERVICES WITHIN RIGHT OF WAY IS NOT ALLOWED. 6" MIN END OF PIPE GRIPPER PLUG (CHERNE 270261 3. LARGER MH TO BE REVIEWED ON A CASE BY CASE ; °:: SEE COE IN ROADWAYS PER COE STD DWG GU-424 4. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETED BASIS USING APWA STANDARDS. STD DTL Q OR APPROVED EQUAL) GU4216 • IN SIDEWALK/LANDSCAPED AREAS, EITHER 24"x24"x6" 5. IF STUB FOR FUTURE DEVELOPMENT, USE RUBBER JOINT. BISCUIT PLUG OR OTHER APPROVED WATERTIGHT PLUG. 4. STEP AND LADDER MAY BE USED IN LIEU OF TYPICAL CLEANOUT DEEP CONCRETE COLLAR OR 24" DIAMETER x 6" DEEP POLYPROPYLENE SAFETY STEPS. SEE COE STD DTL REBAR UNDER ASPHALT OR CONCEEE CONCRETE COLLAR GU-423. MIN 2" CLEARANCE ° M REVISION DATE REVISION DATE NEW LATERAL E13RU RY 2023 frP,-s� REVISION DATE CITY OF EDMONDS FE91tuARY 2023 CITY TY O F EDMONDS M O N D S sEPTEMI3ER 2023 SEWER CLEANOUT DETAILS SEWER FOR NEW �� 'CITY OF EDMONDS PUBLIC WORKS STANDARD PUBLIC WORKS TYPE I MH DEPARTMENT DETAIL DEPARTMENT SEWER MAIN PIPE STANDARD 4 PUBLIC WORKS STANDARD DETAIL DEPARTMENT DETAIL W N � rn Fsi 18g� APPROVED BY: R. ENGLISH SS-200 F'Tt.J 189� APPROVED BY: R. ENGLISH SS--203 Fst 189� APPROVED BY: R. ENGLISH GU-421 A Q rn co m _ O 0) N L0 LID UNDISTURBED PLANTS UNDISTURBED TURF (LAWN) W W"- (SEE NOTE 1) AREAS (SEE NOTE 1) PIPE ALLOWANCES I :` ° I , i _ 1 ?( u1 I£lil £� 1 UNDISTURBED A ,o�iL O MAXIMUM UNDISTURBED tI "r"= c t i (` W PIPE MATERIAL NATIVE VEGETATION ; . F 0 TURF/LAWN/LANDSCAPE Lq �gTgY INSIDE DIAMETER TF Epp F of N REINFORCED OR "i�\ Rp O'OF l�F� OoFR/q� PLAIN CONCRETE 12 /t \ R R 0 UNDISTURBED NATIVE 501E /' a // /�'/\' /\� '4s, Z �r .����/\�� % . UNDISTURBED NATIVE SOIL /1% / ALL METAL PIPE 15" \�i ' •� ,, �� `��: \� �! P SEE APPLICABLE STANDARD DETAILS \ \ ♦ \.� \ / f / FRAME AND GRATE \1 X � 'O'O o qr 5 C!± SOLID WALL PVC 15" ;{`;,1\� �'-ij�e�/ ; '? STEEP SLOPE NOTE: (WSDOT STD SPEC 9-05.12.(1)) \= =\ °� ��^� ti`° ����� AMENDED SOILS SHOULD NOT BE ��CUT Cy \fig O Z PROFILE WALL PVC INSTALLED ON FINISHED SLOPES W re 15" OPTION 1 NO DISTURBANCE EXCEEDING 33%. AREAS EXCEEDING p Uj (WSDOT STD SPEC 9-05.12(2)) 33% SHALL BE STABILIZED PER THE , i ` '4Sp R4TF V j 9A PLANTING BEDS TURF (LAWN) AREAS ENGINEER/GEOTECH OF RECORD. t �4'p <T pn 2 Z rfl ;` Jr °tl 1; 1 11 liel #`4 RADIUS ROIY pFRjy 2" ORGANIC MULCH �/ tT `I : / 0 ' �'€ irk GRASS: SEED OR SOD \ O Z ��ff II � W 51T�1 I l I�TI 1111 E! f IT! 114 1I I I I .IF rl ll l _ �, \ 1 i L�I1 I r �2", 4", 6", OR 12" 3" OF COMPOST-11�111�11=11f=ill-II ITS-11I='11-III=III=111=11 1.75" OF COMPOST INCORPORATED � INCORPORATED INTO 5" OF II-IIIE1IIF I=I11�1}� -11!-III=III=1I�If�II INTO 6.25" OF SITE SOIL (TOTAL l! 1=1 I [=11 I!=I I I -I I I I� I !=1I I-1I �I I I= I! I-1I SITE SOIL (TOTAL AMENDED 11=1�I11-�Zljl=l 1=III=II�III=III=ill�ll AMENDED DEPTH OF 9.5", FOR A DEPTH OF 9.5", FOR AH11-! I l=1 11=1 ! 1=J I �� i1=Tt=ill=311�1i=1(1=11 I!-11 1I=11�ll�lll SETTLED DEPTH OF 8") SETTLED DEPTH OF 8"} =III-jjF�Ifk=j11=1TL1 II=!T I1I=1 111=11 Z MZR SECTION 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE i1-1I I-I11 I! I� I1-I! I� Il 11-H I -I I I -1I I -I ii� I I O a WITH WSDOT STANDARD SPECIFICATION 9-05.50 3 . �11=hill-lit=111=III g" , ll=lil ll�lil-III=III-I DRIVEWAY APPROACf -IWITHOUT CURBi ( ) J SUBSOIL SCARIFIED 4" BELOW ,�J SUBSOIL SCARIFIED 4" BELOW 2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE COMPOST AMENDED LAYER '.'� \�l` \ �\\f \r� ��% COMPOST AMENDED LAYER w Q ��J Jr..'ems•+`fli, �i i,, //\r , %\Y� �,�' \/, �` ;5I., L j \\�1 `FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER (12" BELOW 501E SURFACE) p; r �; 'i:, . � p; �✓ :; '.. #: (12" BELOW SOIL SURFACE) O1 SAWCUT EDGE ?' F< - Z > t/N FOOT MAY BE USED WELDED WIRE FABRIC SHALL COMPLY �f �. , / 3/ f� l, , 0 Fx O = TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NOT 12 y, - • ??. EXISTING ASPHALT VARIES D_ ,yb Jr. 8E PLACED IN KNOCKOUTS. OPTION 2 - AMEND IN PLACE OR STOCKPILE AND AMEND - - Q O� Q �,\� • '�/�. 3. APPLY NON -SHRINK GROUT TO INSIDE AND OUTSIDE OF GENERAL NOTES: O Q W ALL JOINTS, RINGS, RISERS AND FRAMES. PLANTING BEDS TURF (LAWN) AREAS / L, /L 4. ROUND KNOCKOUTS MAY BE ON AL 4 SIDES, WITH MAX ' ` 1. AREAS OF NO DISTURBANCE .s / 3 I; �i � £' SHALL BE FENCED AND EXISTING 2 HMA I\2 (0 _O DIAMETER OF 20". KNOCKOUTS MAY BE EITHER ROUND OR 2" ORGANIC // /% %/ rR (, �1 I� j �� �� �� z, �, , F GRASS: SEED VEGETATION AND SOIL SHALL BE Q "D" SHAPE. MULCH �l�//. �. / 0=L ,T 2"-5 8" MINUS CSTC Z /// ; : I€ . , OR SOD PROTECTED FROM CONSTRUCTION / T(-II} LI-11f=11j-(P�_ li(I III � I IMPACTS. COMPACTED SUBGRADE 3 O O W 5. THE MAX DEPTH FROM THE FINISHED GRADE TO THE I1111 I II I! -I I ICI I-1 f III I II �II�I J 111111 I H f 11 I II1 O CO PIPE INVERT IS 5-0. I�-I11-11L�1H�-11f III--��I=111-III-iII�II-! 2. TO MEASURE SETTLED DEPTH, J _ 6".IMPORTED II-ill=111�11=11h-111=11 IJIC=111=1f1-III-III=1i 6" IMPORTED WATER SOIL SUFFICIENTLY TO NOTES: SECTION A --A , QLL TOPSOIL MIX III=111=!I!� r11H11- ILI11=1TEI11�=111=1 TOPSOIL MIX FULLY SATURATE WITHOUT W 6. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION I Fm i = I l� I1=1 I 1�11� I1-I I 1=I11=1 H I i Z AND RISER SECTION SHALL NOT EXCEED 1/2"/Ff. (COMPACTED IJ-If�l LL1�111=!1� III-ILL=II�IILI11=1 (COMPACTED CAUSING EROSION. O1 SAWCUT AND USE TACK COAT BETWEEN ROAD TO DRIVEWAY APPROACH JOINT. SEAL JOINT WITH AR4000 SEALER. ® z DEPTH) I!l�llll�lll-III III -I11-Ili-III-111-11 DEPTH} - Z 6" `J ; J- ll,�Il=!I Il-1I LL 3. COMPOST SHALL MEET SPEC. I� DRIVEWAY APPROACH TO BE 2" HMA CLASS 1/2" PG 58H-22.. E- 7. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE "mil . 1 r .�f�.. �, �. .H; O ' �\ �/ r1 REQUIREMENTS IN THE 2017 ' • �. WITH STANDARD SPECIFICATIONS. MATING SURFACES SHALL r, ll'`j\ �'�'�r !%��_I� e R cy .xfi�\< III I �SUBGRADE SHALL BE COMPACTED 70 95� MAXIMUM DENSITY. v �+%' Q BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY SUBSOIL IS RI F,��s ,�\ �/ a rf _ %Y EDMONDS STORMWATER O3 COVER POSITION. ;;,�Yt/�f� Ali SUBSOIL IS ADDENDUM (CHECKLIST 7). " SCARIFIED 6" `�`' `.��, �;, � 1.��•� � � f� a� r . - ,•.�y r SCARIFIED 6" Know what's below. F- a (MEASUREMENT AT THE TOP OF THE BASE) BELOW ``�.`,.��j,� ��/ ��. \\� , .�., BELOW O 10' EDGE RADIUS. May 13 2024U 8. VERTICAL EDGE OF RISER SHALL NOT BE MORE THAN 2" IMPORTED 4. COMPACTION OF TOPSOIL (WHERE Call h,L�p P�� CITY OFEDMONDS PRECASTBASE SEC�JON IMPORTED ynbAnt33 --T-�--- FROM VERTICAL EDGE OF CATCH BASIN WALL. TOPSOIL MIX //° ���: / `�j `r '' ) ( ) BL ZITr� I'SA DEVELOPMENTITYOSERVICES �a TOPSOIL MIX REQUIRED TO BE TO 85% MAX O HMA SHALL BE PLACED FROM EDGE OF EXISTING STREET, A MINIMUM DISfiANCE OF 20-FT OR TO PROPERTY LINE, days before you dig. DEPARTMENT OF THE MAXIMUM DRY DENSITY WHICHEVER IS GREATER. OPTION 3 - IMPORT TOPSOIL PER MODIFIED PROCTOR TEST (ASTM D1557). DRIVEWAY WIDTH TO BE MINIMUM 12'. " 0 eF ` REVISION DATE REVISION DATE PROD. NO. DSN. BY: REVISION DATE APPROVED FOR CONSTRUCTION 23-0414 JMS CITY OF EDMONDS S£PTEMB£R 2023 CITY OF EDMONDS POST CONSTRUCTION SOIL APRIL 2021 DRIVEWAY APPROACH SEPTEMBN 2023 CATCH BASIN TYPE I QUALITY AND DEPTH 'CITY OF EDMONDS (��' [�AA(� n DATE: PUBLIC WORKS STANDARD PUBLIC WORKS STANDARD TYPE VI CITY E1�1�IN�I�ING`6�1'�I�N DEPARTMENT DETAIL DEPARTMENT pETgl{ PUBLICDEPAORKS STANDARD APPROVED AS NOTED 5/9/2024 DETAIL Fst 189' APPROVED BY: SCALE: R. ENGLISH SD-303 F8t. 18 APPROVED BY: R. ENGLISH SD-642 F qi3 DATE: N.T.S. s t 18 9 APPROVED BY• R ENGUSH T R- 5 4 6 ' DRAWING NO. BY: CITY ENGINEERING DIVISION 6 OF 8 SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM F. FOUIMO h"IF1541,her 1, (Nj' & J, 5 W OF CO RI4? R "I .3 1 JLLEG ELF CORNER jS k" F i ; I I 1 S{ SSCO RIM=351.00 IE=347.00 38 LF 4" PVC SIDE SEWER S=0 939 ft/ft. 6' 1A���� P��� Ej" ` � i � c.;V A � uC%RNi- R 1 ;;. 9 } I�, 5.2 SRO(,3r VD i..i5 ffE.t.P Sj_i`'(?� 603 t ORN-;7'R SmsmpT4 , B Os• KE - 5 ��l0 i n 1ti :E ---1 �i.}t ✓1'.Ji_..� Li S1fY @'r 61V SECTION 181, TOWNSHIP 27 N, RANGE 4 Ev W.M. 4 EX. FLOW 4 A RROW ' ( YP.) i 1 I °i i.. • '•° ° I I C,< 3 yJ; I Sn,3 I 1 I� F I x I. I • e ,".f e "TE-,f j. X�IZ SS —WA CROSSING TOP SS: 344.79 TT WA:345_3 CONCTRATOR TO INSTALL` NEW POWER, CABLE AND PHONE UTILITIES FROM � —3-� v I _ EXISTING POLE ON SOUTH SIDE OF 194TH — ST SW — ASPHA ROAD" ' 2 CONTRACTOR TO RESTORE TRENCH PER STND DET. GU-400 I 11 I ~'w�? % .. ._......_,..,,...._�.,` ......—.___..-.�........., ....___mot..,.. _ i# ;s 22 LF 6" PVC 0) S ' 0.262 ft/ft IE 33§t72 t CORE DRILL NEW SEWER LATERAL CONNECTION CONNECT W/ROMAC SADDLE OR EQUAL "Na LONLe(S,—.,545,84 I,•,...._.......-......".".'"}.�»......,............. t p_ T/ f _. - WATER & SEWER INSPECTION REQUIRED PRIOR TO BACK FILL AARAGE I I S � F t N�-• t f 1 F E i x i r p I � NEW 1" WATERs'_ , I / METER.1-1 POLY ? (.� 1- LINE W/ TRACER WIRE TO HOUSE ...._,_,«... ,. ... E s � 1 `sir .. ,........__._. W 194TH ST SW ` FD grygUn" IN � 3 —._.�...� }�....—........... � � [[`E .' 3 �- I � � �....--......-.—.....�..�......._..€__j i`...."'^ ........�}�S{ f.l� S%I- j E .--.. .•`......-- _.„.-_ [/'T" I AmI V _ o.. i R t f�'�if�.1.4 S/ `.,� �"` .J 1 n.. i�` 1P it F Y iq i f.., 3V�..IJ9r €"� S i FEIi �i::Y:.. s�4fFi. CCU€�;O RE.541VCAR "FOU,`0 RESAJR W/a t 0. 1 . y - € ,�1PE,D BROF, CORNER ♦v i RESTORATION LIMITS TO BE DETERMINED BY CITY ENGINEERING INSPECTOR NOTES: ALL FINAL RESTORATION WITHIN THE RIGHT OF WAY SHALL BE COMPLETED BY THE CONTRACTOR NOT THE CITY OF EDMONDS. DRIVEWAY APPROACH SHALL NOT EXCEED 30' IN WIDTH FOR A 3-GAR GARAGE. UTILITY PATCHES WITH LESS THAN 20 FEET OF SEPARATION SHALL BE COMBINED AND FULL WIDTH OR HALF WIDTH OVERLAY WILL BE REQUIRED DEPENDING ON THE EXTENT OF DISTURBANCE. WHERE UTILITY PATCHES FALL ENTIRELY WITHIN ONE TRAVEL LANE, THE OVERLAY SHALL EXTEND TO THE CENTERLINE OF ROADWAY. WHERE UTILITY PATCHES EXTEND INTO BOTH TRAVEL LANES THEN A FULL WIDTH OVERLAY IS REQUIRED. - 6" SIDE SEWER CLEANOUT AT THE PROPERTY LINE SHALL HAVE A 12" CAST IRON LAMPHOLE COVER WITH 4" HEX BOLTS, A PICK HOLE, AND A CONCRETE COLLAR. - A MINIMUM 3" HORIZONTAL SEPARATION AND 1' VERTICAL SEPARATION IS REQUIRED BETWEEN THE DRY UTILITIES (POWER, GAS, PHONE, CABLE ETC.) AND SEWER, WATER, AND STORM AND 5' FROM ANY CITY MAIN LINES. - ALL UTILITY SERVICES SHALL BE INSTALLED UNDERGROUND. - THE LANDSCAPE IRRIGATION BACKFLOW ASSEMBLY SHALL BE LOCATED BEHIND THE NEW METER -FOOTING DRAIN NOTE: 7PROCORNER. 7AR. CRAWLSP RAIN (IF FOOTING DRAINS ARE CONNECTED TO THE S)SHALL CONNECTOUTLET OF THE PERF STUB OUT TH THWEST UTILITY NOTE: A MINIMUM OF 3' HORIZONTAL SEPARATION AND 1' VERTICAL SEPARATION IS REQUIRED BETWEEN THE DRY UTILITIES (POWER, GAS, PHONE, CABLE, ETC.) AND SEWER, WATER, AND STORM AND 5' FROM ANY CITY MAIN LINES. ALL UTILITY SERVICES SHALL BE INSTALLED UNDERGROUND. WATER SERVICE FROM MAIN TO METER TO BE INSTALLED BY CITY PUBLIC WORKS. LOCATION OF WATER METER BOX TO BE INSPECTED IN ADVANCE OF REQUESTING TAP ON MAIN. REQUEST METER BOX AND INSPECTION BY EMAILING ENGINEERINGPERMITSODEMDON DSWA.GOV. 11 ne 0 20 40 HORIZONTAL SCALE w � Know what's below. Call two business day4t)f,456p3ypM419- APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED BY. JdJ %lGa",pu 05/24/2024 vv CITY ENGINEERING DIVISION Z 0 a U U) W 0 IN UJI > o 00 rn Q LU 00 O 0) N EL- N N LU W `~ W N LIJ aZ Z Wrx W Z C)a LU Z Q 0� (Dcj)� 0 Z 0 a°< < z UJI W0 Z�z w 0 U) .._1 �J In0 IL LLo® z Of O 1 ` RESUB N U May 13 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJ. NO DSN. B 23-0414 JMS DATE: 5/9/2024 SCALE: 11I = 201 DRAWING NO- 7 8 of SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM F=W001D LOT A RR SECTION '18, TOWNSHIP 27 N. RANGE 4 El W.M. GENERAL NOTES 21. A SEPARATE IRRIGATION PERMIT MUST BE OBTAINED FROM THE CITY PUBLIC 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO WORKS DEPARTMENT. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE CITY OF EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING PROVIDE TO THE CITY WATER QUALITY TECHNICIAN, A COPY OF THE BACKFLOW TEST REPORT. TEST REPORTS CAN BE FAXED TO 425-744-6057 SPECIFICATIONS AND CODES, AND ALL OTHER APPLICABLE LOCAL OR EMAILED TO JEFF.KOBLYKQEDMONDSWA.GOV. BACKFLOW TESTING SHALL MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATIONS: BE COMPLETED BY THE OWNER ANNUALLY THEREAFTER. - CURRENT INTERNATIONAL BUILDING CODE (IBC) - 2023 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE 22. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE AND MUNICIPAL CONSTRUCTION SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION - WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER CONDITION IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (2019 DOE STANDARDS. MANUAL) 23. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF REFER TO CITY OF EDMONDS STANDARD DETAILS, UNLESS NOTED ON SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION OTHERWISE CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS. 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS IN PROGRESS, 24. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT 4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF PRIOR APPROVAL. RECORD AND THE LOCAL GOVERNING AUTHORITY. 25. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT 5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED. PLANS ON A SET OF "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL AS BUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR 26. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE. CONTOURS OR SPOT ELEVATIONS SHOWN. A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCY/FINAL 27. FINISHED FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM PROJECT APPROVAL. SLOPE FOR A MINIMUM DISTANCE OF 10 FEET. 6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK 28. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND INFORMATION. MAINTAIN SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING 7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS REQUIRED. APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE 29. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE SHUTOFFS, STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING UTILITY WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL. LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE 30. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED FEATURES PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO EXISTING IMMEDIATELY OF CONFLICTS THAT ARISE. UTILITIES SHALL BE MADE ONLY WITH ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES. 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES 31. ALL UTILITIES SHALL BE PLACED UNDERGROUND. REVISED 05.15.2017 LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 32. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNER'S PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE PRIOR TO BACKFILLING. REPRESENTATIVE OF ANY DISCREPANCIES. 33. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE 10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO NO DIMENSIONS ARE INDICATED, LOCATIONS MAY BE SCALED FROM FIELD CONDITIONS. DRAWINGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'S REPRESENTATIVE AND CITY. 11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH 34. FIELD STAKE ALL UTILITY STUBS AT THE PROPERTY LINE. THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT. 35. TRENCH BACKFILL OF UTILITIES LOCATED WITHIN THE CITY RIGHT-OF-WAY SHALL BE COMPACTED TO 95%. COMPACTION TEST REPORTS SHALL BE 12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE PROVIDED TO THE CITY PRIOR TO PAVING, RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT, 36. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, 13. SUBGRADE SOILS IN ALL AREAS WHERE RAIN GARDENS, INFILTRATION OR PLACE ETHAFOAM 200 CUSHION AS A CUSHION BETWEEN THE PERVIOUS PAVEMENT IS TO BE PLACED SHALL BE DELINEATED AND UTILITIES. PROTECTED AT ALL TIMES FROM COMPACTIVE ACTIVITIES (I.E. HEAVY EQUIPMENT, STOCKPILING), 37. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE UTILITIES WITHIN THE BUILDING, 14. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL 38. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IS ELECTRICAL WORK. PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL PER GEOTECHNICAL REPORT. 39. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM. 15. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR 40. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY EXISTING SITE FEATURES. ENGINEERING DIVISION FOR APPROVAL PRIOR TO INSTALLATION 16. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS. FOUNDATION DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN LINES AND SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM WHERE INDICATED ON THE PLANS. 17. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER. 18. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE. 19• SMALL - FOOTING DRAINS ARE CONNECTED TO THE r_�`�TTO THE DRY WELL IN TLJE SE) ITI IWES+ PAP rt. OUTLET OF THE PERF STUB OUT 20. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS. LA a"LJ U M. 6" MIN // // // //,/ // / LU lo 6" MIN 8" MIN 1-- ­4 8" MIN NOTE SEE COE STD DTL GU-410 BEDDING MATERIAL (5/8" MINUS) CRUSHED PER COE MOD 9-03.16.A.2 OR SUITABLE EXCAVATED MATERIAL AS APPROVED BY CITY ENGINEER (SEE NOTE 2 BELOW) FOUNDATION (IF REQUIRED) SEE NOTE 4 NOTES: 1. MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE • 36" FOR PIPE UP TO AND INCLUDING 12" DIAMETER O.D. PLUS 18" FOR PIPE LARGER THAN 12" NOMINAL DIAMETER 2. REFER TO CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF WSDOT STANDARD SPECIFICATIONS FOR MATERIAL GRADATION AND ADDITIONAL INFORMATION. 3. TRENCH BACKFILL SHALL MEET A MINIMUM COMPACTION OF 95% DENSITY PER ASTM D 1557. 4. IF UNSTABLE MATERIAL IS ENCOUNTERED BELOW PIPE ZONE, CONTRACTOR SHALL REMOVE AND REPLACE AS REQUIRED BY CITY ENGINEER. REVISION DATE CITY OF EDMONDS TYPICAL TRENCH SECTION JANUARY 2018 PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH G U - 400 FINAL JOINT SHALL BE A NEAT STRAIGHT HMA CLASS 1/2" LINE. ALL EXPOSED VERTICAL EDGES SHALL PG 58H-22 BE TACKED NEATLY PER WSDOT STANDARD (SEE NOTES 4 & 5) SPECIFICATIONS 5-04.3(5)A APPROVED TACK APPROVED EQUAL AND SEALED PER 1' WSDOT STD 5-04.3(5)C. SLOPE EXCAVATION QR TO AVOID UNDERMINING EXISTING PAVEMENT. ri EXISTING.�'�\\�j\\// d MATERIAL\�j/\\\\\�/ 4 a CRUSHED SURFACE BASE IMPORT OR NATIVE MATERIAL -/ n BACKFILL SHALL BE COMPACTED COURSE PER WSDOT STD TO 95% MAXIMUM DENSITY SPEC 9-03.9(3) (SEE NOTE 2) (SEE NOTE 3) TRENCH WIDTH NOTES: 1. SEE CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF THE CURRENT WSDOT STANDARD SPECIFICATIONS FOR BACKFILLING REQUIREMENTS, 2. SUBMIT PROCTOR AND DENSITY TESTS FROM CERTIFIED TESTING COMPANIES DOCUMENTING THAT THE BACKFILL MEETS A MINIMUM OF 95% DENSITY PER ASTM D 1557. 3. CSBC DEPTH SHALL BE A MINIMUM 6" OR MATCH EXISTING WHICHEVER IS GREATER. WHEN MATCHING EXISTING CSBC DEPTH GREATER THEN 6", THEN CSBC SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 6". 4. ROADWAY HMA DEPTH SHALL BE A MINIMUM OF 4" THICK. UNLESS APPROVED BY THE ENGINEER, ANY DEPTH GREATER THAN 4" SHALL MATCH EXISTING. 5. ALLEY HMA DEPTH SHALL BE A MINIMUM OF 2" THICK. UNLESS APPROVED BY THE ENGINEER, ANY DEPTH GREATER THAN 2" SHALL MATCH EXISTING. 6. UNLESS APPROVED BY THE ENGINEER, THE HMA SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 2". 7. FINAL PAVEMENT JOINTS SHALL BE NEATLY AND UNIFORMILY SEALED WITH WSDOT STANDARD SPECIFICATIONS 5-04.3(5)C APPROVED JOINT SEALANT OR APPROVED EQUAL. \ TYPICAL HMA AND FE RIUA YDATE 2020 -CITY OF EDMONDS UTILITY PATCH PUBLIC WORKS STANDARD DEPARTMENT DETAIL FS t 18 `� APPROVED BY: R. ENGLISH G U -- 410 i Know what's below. Call two business daysdM,<;623y 019 APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED BY: Je ] %l ari,asc 05/24/2024 vv CITY ENGINEERING DIVISION z 0 F_ U U) UJ 0 w Q Q00 co m O) of Q O Lh O rn N ~c4('4 wlj ry w o > I- w C14 oz W 0 a 0 U) 2 0 z 0 Q U) >¢ O U) W 3:j z `t W W 0 O U w z o Z 0W� 0.. � LL < w tL z O z 0 RESUB U May 13 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJ. NO. DSN. 8Y: 23-0414 ims DATE: 5/9/2024 SCALE: DRAWING NO. 8 8 OF SCHEDULE ALL INS ECTIONS THROUGH MYBUILDINGPERMIT.COM MALP W OD LOT A 00 1SECTION� 18, T`OWNS IP 27 I f , I i I 1 ; i { i 1 I•- 11 I 5 t 1 k . N I ! i ; /, I I I \ 1 -1- ___? 14, __ I I \ ,: .14 I \ i ______-__s` J I+ i -n I .._ ! i:!, . .I �,-. .II , I,�I/,,- --I, — I , ,-�. . -.. ..- .!.. ,-,-A-� _..-I:��,- .,.' , 11-1 �I \ �_1 \. `I\II. V I . \.WI \ kN L..II i 3 - -- -------a ------j,, i ' I� .�I, ./ \" I:: -I -.\=6�,I,_."--,.� - d4 �I . ., 1I 4 . - ..I -— .=!, . 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APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED t1X tV4a",m 05/24/2024 BY: vv CITY ENGINEERING DIVISION z 0 _ (L^ W co W 0 LII a 0 W UJ O Q � � � z� O -- U Z 0 a Q 0 � 2 o Zz� 0006LIJ U) FO w < �- Zz3: "It �.. p O � W 0W Z 0 Z 0 W _J n�1 LIL J © O 1- W LL Z O 0Y O 2 o�z 0 N ,- L O 0- U PROJ. NO. DSN. BY; 23-0414 JMS I DATE: 3/27/2024 SCALE: 1"=20' DRAWING NO. TC1 2 OF SCHEDULE ALL INS ECTIONS THROUGH MYBUILDINGPERM/T.COM NI^FILEWOO 1 0T A SECTION 189 TOWNSHIP 27 N.,- I RANGE 4 E, W.M. r € a I � � t J 4PARCEL: ��+4-�15,056 ,: FF k LOT 6 i fI t SE4VIEW PINES VOL. 34, PG. 75 - 00806300003300 € I' 1 �• � I • pit t � � s _._.,,,_... -"'��`'-•— ,�} _ F 1 1} 1 4 4 1 F �p a Iff r ,..... 1 9 ff r-'�irlxi. ;�Ofl i`i �. ��. � .�.� ���➢;� ''t a � 7+ .. � 1 � � t d {„> f > f I �i I} �Pa� Si� 4'4Y5°^; .,.::?v i d{ a b q �,# .. a �'P f,.,,t� �'? t. #i ('„_ S"",� jf ` ! � � a t'3" I F rs "E1'.i Fa'ijF i . ' i I.s.A? 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PREPAREII' . _ ' QNE LANE W20,7B 4e� STOP ROAD AHEAD CHA S ELIZATION DEVICE :ACING (FEET) MPH TAPER TANGENT 50/b5 1610 20 80 35145 10 TO 20 G0 F-251A 10 TO 20 44 LEGEND H RECOMMENDED. S OULDER IS RECO ENDED. FLAGGING STATION .... 3. NIGHT lA(£3RIC REQUIRES AI)Dl dONAL ROADVYA1f:LKiHTIIlCa AT bS TEMPORARY tGN LOCATION .. L.. :. _ .. .. : _...... : ; _:. F STATIONS. _. tAGGi.NG S SEE. 7H CATIONS _ FOR STANDARQ SPECIFICATIONS ONE -LANE, TWO-WAY TRAFFIC A{}DlillaNAL 1]ETAILS 13 CHANNELIZING DEVICES . .. WITH FLAGGERS .CONTROL ... _ 4; 5EE:5PECWL PRt3VISiOMS FO. _ 'IiiTORIC HOUR RESTRICTIONS PROTECTIVE VEHICLE _. _ .. NOT TO SCALE - .... _.. . FILE NAME SaDes n R Pa M44SiandardzQ--Plan Sheet l..lbra 1-PubNshed P&,.:o T .Work Zone Trartle GonQalt C-1 One.Lane; Two fMc . Tra. Contralvrl R;tygerslTC•1,dgn Plot 1' TIME _ 1.16.33 PY R ..h FEDAID -PROD N4:.: � F'uM x� ro DATE 9f 18f2D14..:: .. _ _ WAS :. TC'I PLOTTED BY: FktaGo .. .' .'. ..:. ..:. "1I�. DESIGNED BY .. .. '. :. .. :..: ... M,rara :...:: ;. .. .... :.... .': -Wasthingfolrl State ENTERED BY _. _... ,. LOUTM »a - _ .... . DepB'hrletrt of Transportation _ _ _ CHECKED BY _ _, -air PROJ. ENOR. - E; - E TFtAFF1G CONTROL: TROL PLAN : SHIM : . REGIONAL ADM. REVISION DATE SHY"Rogve:0ouv xEzri� e 90x SIGN & CHANNLEIZATION SPACING NOTE: DUE TO LOW VOLUME URBAN STREET CONDITIONS AND LIMITED DISTANCES TO INTERSECTIONS,, CONTRACTOR SHALL WORK WITH CITY INSPECTOR REGARDING REQUIRED SIGNS AND SPACING. N n 0 10 20 HORIZONTAL SCALE RESUB Mar 29 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT o 0- Know what's below. Call two business days before you dig. APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED JdJ tV4At><4.,e,4t 05/24/2024 BY: vv CITY ENGINEERING DIVISION Z 0 ^r^ LPL U W 0 W Q o U OJ U. z �z� �O U r N 00 CN 00 0.) 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