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APPROVED ENG STM_RESUB2A BLD2022-1025 CIVILS Full plans adobe 10-25-22LEGEND (EXISTING) O CASED CONC. MON. W/"X" ON BRASS DISK O EX. REBAR W/CAP "10446", OR AS NOTED BM TEMPORARY BENCH MARK UTILITY POLE SIGN Vt FIRE HYDRANT ® WATER METER D4 WATER VALVE © GAS METER © PHONE PEDESTAL FE POWER METER ® GAS VALVE ❑ STORM CATCHBASIN SANITARY SEWER MANHOLE BUILDING DRAINAGE ARROWS T.B.R. TO BE REMOVED BSBL BUILDING SETBACK LINE GRAPHIC SCALE 20 0 10 20 40 1 INCH = 20 FEET SITE DATA SITE ADDRESS: 23511 74TH AVE W PARCEL NUMBER. 27043200200100 SITE AREA: ±25,976 SF ZONING: RSW-12 SETBACK: FRONT: 15 FEET REAR: 35 FEET SIDE: 10 FEET MAXIMUM BUILDING HEIGHT. 25' ABOVE ABE MAXIMUM LOT COVERAGE: 35 PERCENT MINIMUM PARKING SPACES: 2 PARKING SPACES VERTICAL DATUM: *TBM 1: FOUND REBAR W/LS CAP# 22936 AT SOUTHEAST PROPERTY CORNER, AS SHOWN ON MAP. ELEV.= 283.22' NAVD 88 PROJECT NOTES 1. NEAREST FIRE HYDRANT IS 35' WEST OF NORTHWEST PROPERTY CORNER ON THE WEST SIDE OF 74TH AVE W. 2. THE PROPERTY CONTAINS THE FOLLOWING CRITICAL AREA: 2.a. CATEGORY /// WETLAND 2.b. FLOODPLAIN ZONE A 2.c. SHORELINE RESIDENTIAL 111 2.d. GEOLOGICALLY HAZARDOUS AREAS. 3. LOT SLOPE IS APPROXIMATELY 8.5 PERCENT. DRIVEWAY SLOPE IS APPROXIMATELY 3.7 PERCENT R UTILITY, SURVEY, & CONSTRUCTION PLAN DISCREPANCIES o THE EXISTING SITE SURVEY, EXISTING TOPO INFORMATION AND w LOCATION OF UTILITIES SHOWN ON THESE PLANS WERE PERFORMED g > N AND SUPPLIED BY OTHERS. THE ENGINEER PROVIDES NO GUARANTEE OF THE ACCURACY OF THIS SURVEY AND UTILITY INFORMATION. IN THE Z N EVENT OF ANY CONFLICTS OR DISCREPANCIES BETWEEN THESE PLANS o AND THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY o a AND CONSULT WITH DECCIO ENGINEERING TO RESOLVE ALL PROBLEMS Q PRIOR TO PROCEEDING WITH CONSTRUCTION. CONFLICTS SHALL BE ADDRESSED AS FOLLOWS: 0 UTILITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY CALLING 1-800-424-5555 FOR MARKING, THEN BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THE .22 CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY CONFLICTS AND CONSULT WITH DECCIO ENGINEERING TO RESOLVE ALL PROBLEMS PRIOR m C, X TO PROCEEDING WITH CONSTRUCTION. o -- o Poo SURVEY CONFLICTS: ANY DISCREPANCIES BETWEEN THE SURVEY � W z AND TOPO INFORMATION SHOWN ON THESE PLANS AND THE ACTUAL Q o FIELD CONDITIONS ONCE THE SITE HAS BEEN CLEARED, SHALL BE JI BROUGHT TO THE ATTENTION OF DECCIO ENGINEERING TO RESOLVE ALL .� PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. z a PLAN DISCREPANCIES: IN THE EVENT THAT ANY DISCREPANCIES Q a ARE FOUND ON THESE APPROVED ENGINEERING PLAN SHEETS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY CONFLICTS AND CONSULT WITH DECCIO ENGINEERING TO RESOLVE ALL PROBLEMS PRIOR o TO PROCEEDING WITH CONSTRUCTION. Ix LEGAL DESCRIPTION BEGINNING ON THE WEST BANK OF LAKE BALLINGER, ALSO KNOWN AS LAKE MCATEER, 240 FEET NORTH OF THE SOUTH LINE OF GOVERNMENT LOT 5, THENCE SOUTH 120 FEET, THENCE WEST TO THE EAST LINE OF PACIFIC NORTHWEST TRACTION CO. RIGHT OF WAY, THENCE NORTH 120 FEET; THENCE EAST TO POINT OF BEGINNING. TOGETHER WITH SHORELANDS OF SECOND CLASS ADJOINING THERETO. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. SIDE SEWER NOTE SEPARATE SIDE SEWER PERMIT WILL BE REQUIRED IF EXISTING SIDE SEWER IS MODIFIED/RELOCATED LIMITS OF DISTURBANCE: 4,640 SF EXCAVATION QUANTITIES: 230 YDS CUT 230 YDS FILL I %36' � NEARES I„ FIRE I / HYDRANT I I I I / o / II � R-' I N88° 6'26"E-20-0-00' ASPHALT ±2,694 SF � I I III / LAUREL HEDGE i � I , 0 I 16.5 i LL ' 10' BSBL I I APPROX. SIDE SEWER, ss BASE I/ FLOOD EL 286.14 II 10' BSBL I 7 -- -j'� 10' BSBL6- WOOD FNC ' x x x �I " N RICHARD & HOLLY CHUNG TPN. 27043200200400 HAUL ROUTE FROM SITE: SOUTH ON 74TH AVE W. CONTINUE RIGHT ON 241ST ST SW, LEFT ON 76TH AVE W., LEFT ON 205TH ST, CONTINUE EAST ON 1-5. TO SITE: FROM 1-5 WEST ON 205TH ST, RIGHT ON 76TH AVE W. RIGHT ON 241 ST ST SW, CONTINUE LEFT ON 74TH AVE W. NOTE: HAUL ROUTE NOT PERMITTED FOR A TRUCK AND TRAILIER. ENGINEERS NOTE CONTRACTOR TO VERIFY LOCATION AND DEPTHS OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY CONFLITS. TREE INVENTOR Y TREE # SPECIES DBH SIGNIFICANT REMOVE 1 Acer macrophylloum 41 " YES NO 2 Acer macrophylloum 31 " YES NO 3 Acer macrophylloum 33" YES NO 3.A Acer macrophylloum 33" YES NO 3.B Prunus lauroceracis 18" YES NO 4 Ilex aquafollium 8" YES NO 5 Tsuga heterophylla 24" YES NO 6 Tsuga heterophylla 24" YES NO NO TREES TO BE REMOVED AND NO NEW TREES TO BE PLANTED. PER ARBORIST REPORT DATED JUNE 28, 2022, NO TREE PROTECTION MEASURES ARE REQUIRED TO PROTECT THE TREES. IMPERVIOUS AREA CALCS: PROPOSED ROOF AREA TOTAL: 3,700 SF EX FOUNDATION TO REMAIN: 1,228 SF NEW/REPLACED IMPERVIOUS AREA: NEW ROOF AREA: 2,472 SF (3,700 SF - 1,228 SF) REPLACED GRAVEL: 224 SF TOTAL AREA: 2,696 SF EX IMPERVIOUS AREA TO REMAIN: 4,920 SF REQUIRED RETROFIT @ 25% 1,230 SF TRENCH AREA DESIGNED: 3,926 SF = 31700 SF + 224 SF - 1,228 SF + 1,230 SF EXIST GRAVEL TO BE DISPERSED: 612 SF > 224 SF OF REPLACED GRAVEL PETER CHO TPN. 27043200202900 — — NORTH LINE OF SOUTH 240' OF GOV'T LOT #5 - CITY LIMITS I � / j <111 60.0000 ®I / / j 1 44 WETLAND BUFFER 5�? jl S R 'FSM'T AF 1566098 I / I WOOD / DOCK I. I �i I � TPN. I� I 27043200200100 _ Q lj 44 I ±25,434 SQ.FT. j \:I 1 l j 75.W01PANDE I y y j D BUFFER �• ll I ? j —=- ---------- NORTH LINE OF SOUTH 120' OF GOV'T LOT #5 VEGETATION COVER BEFORE GRADING - LAND/LANDSCAPE AFTER GRADING - LAND/LANDSCAPE. SOIL TYPE: GRAVELLY SANDY LOAM SHEET INDEX: C- 1. COVER SHEET C-2. EXISTING SITE CONDITIONS C-3 TESC PLAN C-4 GRADING, AND DRAINAGE PLAN C-5 NOTES C-6 DETAILS CALL 2 BUSINESS DAYS BEFORE YOU DIG 1-800-424-5555 3 Es erance Olyrjipic View Arena IVw a Park 8 ".w m Off Leash / Mercury QThe Nock Point "Lea QIdeal Senior Care Dog. Area Pharmacy Services P. p eserve © S 99Ranch -Market® 3 Boo Han Oriental Market Three Holy©1� zzstn St sw 111 1 g g Esperance i ® Hierarchs Romanian_ ATll in < �85'CBakery 226fhP1sw I Cafe - Edmonds 3y f McKeown James M 0 IpStamed Glass Studio 228th St sw Andorra 2281N St SW ate Chapel Michaels s Apartment Homes n p Traveling Notary < `m Dominos Piz z s St Michael© /a ,� ` i 2302nsr,�a N Ethiopian Orthodox.. 230MStSW 3 Bethel Chapel Q $,As' 23t.t95W < Les Schwab Tire Center� -' Q i Casc 5 S " Ballinger Park Franco Paintitg nds lolly Ln Another Castle Services LLC �\ n Video Games Fantasy Flights Q Q MV1. Ln m 3 y i zaatn st sw " --e Eah`�q�� Estates 2uU PI SW WhidyBall� y 23511 74th Ave W, Mountlake Terrace Edmonds Lutheran Edmonds, WA. 98020 Transit de6��er9 Learning Center ` 23ttnssw Safeway® �z3am stsw ew VF.dli�,�^i,.� Lakevior Exclusive ® / �\ McAleer boat launc�i 2381n st sw `� 23ath S[SW �Hosconyl Korean © rm� Nile Nightmares Edmount QHaunted House Island m Naumvergre Evergreen Acaor yty zaan st sw 4 Montessori Burlington i ton Meq�eer C}Nk���i Studiof 242nd St SW :, ,� N-cl 5t sw Regal(Pnebarre f ; artments Dennys�t PaneraBread f UW Medicine Primary - Care at Sho aline 'Q — Nolyroodd -tery— NE 20un St N 203rd St Tliel Home DepotQ m a © <,' �pty' Pwblic orageQ D N 2a2nd z Costco WholesaleQ 1° m Qz, Northridge Swim Club ` Lond N 2170tn 5t Shamrock Echo Living Services / Lake'Park IT NE 200M St i' Ballinger Commons Q TZ Apartment Homes O Goog rySchool = 'lx` Nr9atna 1 Kindergarten Readiness © ,ys Inn by Wyndham Preschool WeeCare ittle+`Alur'd / Echo Lake N196Ih PI PROPERTY OWNER: PROJECT ENGINEER: BRIAN & NANCY DUFFY DECCIO ENGINEERING 23511 74TH AVE W 17217 7TH AVE W. EDMONDS, WA 98026 BOTHELL, WA 98012 ATTN: RICHARD DECCIO PLAN PREPARER: (206) 390-8374 PUGET SOUND PLANNING, LLC (425) 741-8214 FAX ATTENTION: LEE A. MICHAELIS EMAIL:RDECCIO@COMCAST.NET 6100 219TH ST SW, SUITE 480 MOUNTLAKE TERRACE, WA 98036 (425) 830-1046 LEE. MICHAELIS@PUGETSOUNDPLANNING. COM DESIGNER: THE LEREN COMPANY, INC. ATTN: TOM LEREN Iptz;P.O. BOX 12863 Ipt1.441-MILL CREEK, WA 98082 (206) 954-4145 CONTRACTOR: ENCORE CONSTRUCTION, LLC ATTN: DIMITRI LOKHMATOV 7910 123RD AVE NE LAKE STEVENS, WA 98258 (425) 359-9896 STATE CONTRACTOR LICENSE: ENCORCL857K6 UBI: 603 507 820 CITY ENDORSEMENT NR-026079 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. DATE: ............................................... REVIEWED BY CITY OF EDMONDS BUILDING DEPARTMENT: COMPLIES WITH APPLICABLE CITY STORM CODE L&� %4�e4� 1 /25/2022 BLD2022-1025 APPROVED FOR CONSTRUCTION CITY OF EDMONDS 10/25/2022 CITY ENGINEERING DIVISION m m m \ IJ w i Y O IJ IZ _ U Q O 5;a LL] V A U 0:: 1— 4 U LLJ V1 � W C� W oc � � U m Q Q o i 0 m cu N W CU N = = U 3: Q LLJ GE� LLJ F-- Q o o-i ri, N o 8 � (�\ O N J N O °�.1 N y Q m �� I N z N dd O , S J bl S �G) I— to LLJ LLIo0000 z oo I >°'�� Q Q M _ o Ln 04 ON J LLJ I— �o 0 m LL_ . C}l LU O V w Q z NN OJr) Ln z NN co 00 Q o Uw O F- co < co rn a- Q 0 z CD LLJ w (y w O LLJ < l� fV � fV Q w O �> Ln N w o = N J V w LL Z U Ld Q = Cri � J 12- li V z Q z 06 z Q oc m 0 RESUB z Oct 25 2022 O CITY OF EDMONDS DEVELOPMENT SERVICES :�i Q w J Q DEPARTMENT LLJ C) SHEET 1 OF 6 C 1 I 36' � 0 l N REST IRE H RANT I I c l III OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE o'I l I � I I �I ' STOCK PI[,E AN l l STAGING A D COVER W T IN I I 24 HRS I I� ASPHALT ALL DISTURBED SOILS SHALL BE COMPOST AMENDED PER CITY OF x 1 I 11 I I L EDMONDS STANDARD DETAIL SD-642 OR IWI I I APPROVED EQUAL. II I o ' / I ' GRAPHIC SCALE 20 0 10 20 40 1 INCH = 20 FEET DEMO EXISTING HOUSE (FOUNDATION TO —REMAIN) (DEMOLITION TO BE UNDER SEPARATE PERMIT) WOOD FNC -� o � �Ilfllllllllll � � ��►1����� NN PLACE HIGH VIS BILTY O • . DRIPLINE TO ..OTECTTREES „, ;,. APPROVED AS NOTED DP 10/13/22 i NORTH LINE OF SOUTH 240' OF GOV'T LOT #5 - CITY LIMITS `' I' GRAVED , I " REMOVE EX SHED I /` j� o BSBL* & CONC PAD I•;; " j 10'x12' � t APPROX. SIDE SEWERSS _I_ , -__.• I / r SILT FENCE C ®! / j 1 44 INSTALL CB PROTECTED PER ! ! ll PER DETAIL ER-902 I ( ! 11 .' ' LIIMI \ \ QO D NAV ASPHALT -- •..`••' ._�.. 10' BSBL LAUREL HEDGE M1 !(J ( 6' WOOD FNC \ I x x X M �� ' ' ► I i USE EXISTING DRIVEWAY AS ICONSTRUCTION ACCESS 16.5 I I ROW 16.5 OW ! T ACCESS EASEMENT o AFN 2407110 0 I o z °° �o W " CONSTRUCTION SEQUENCE � N g o 1. SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY ENGINEERING VIA EMAIL & THROUGH MYBULDINGPERMIT.COM Q [ engineeringpermits edmondswa.gov . TWO DAY (48 HR) NOTICE IS REQUIRED m Q o 2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROLNOTES & FLAG I LIMITS OF CLEARING 3. CALL FOR UTILITY LOCATES. o 4. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING DISTURBANCE OF ANY AREAS OF VEGETATIONOUTSIDE THE CONSTRUCTION ZONE Q 5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS CITY m ENGINEERING INSPECTOR. ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES MUST BE IN PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION OR SITE o CLEARING. EROSION AND SEDIMENTATION CONTROL PRACTICES AND/OR DEVICES SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED. 0 6.ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES. o i 7. CLEAR, GRUB & ROUGH GRADE SITE. REVEGETATE DISTURBED AREAS NOT SUBJECT TO ADDITIONAL SURFACE DISTURBANCE U o IMMEDIATELY AFTER ROUGH GRADING. (OTHER EXPOSED AREAS SHALL BE o -o STABILIZED PER EROSION CONTROL NOTES BELOW) m Y x 8. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE o a IMPROVEMENTS. o z 9. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETATION OF ENTIRE SITE. Q a 10. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION z AND APPROVAL BY CITY INSPECTOR J � � ! e,0000 ► Oo i t Q S R FSM'T I y I 1 AF 156Q 98 WOOD DOCK SILT FENCE ND PLACE HIGH I I� 11 TY ORANGE ETTING TO PROTECT I� I SION TRENC \\ " 3TRUCTION 1 75.0001 EXPANDED 1 1 I WET AND BUFFER U ( j i t I N I NOTE: FILTER SOCKS WILLiE DDED TO ANY CATCHBASINS DOWNSTREAM FROM THE CpNTRUCTION SITE I ALL DISTURBED AREAS TO BE COMPOST AMENDED PER 2014 SWMMWW BMP T.5.13. -I---------- NORTH LINE OF SOUTH 120' OF GOV'T LOT #5 TOPSOIL: STOCKPILE EXISTING TOPSOIL DURING GRADING AND REPLACE IT PRIOR TO PLANTING PER BMP T5.13 OPTON 3. (SEE C6) TOPSOIL REQUIRED XXX CY. NOTE: SHALL BE TESTED FOR ORGANIC CONTENT TO BE ASSURED COMPLIANCE W/BMP T5.13 NOTE: NSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO APPROVED PLANS, CITY OF EDMONDS STANDARD DETAILS, AND ALL OTHER MEASURES THAT MAY BE REQUIRED DURING CONSTRUCTION. LL 2 BUSINESS DAYS BEFORE YOU DIG 1-800-424-5555 LEGEND (EXISTING) O CASED CONC. MON. W/"X" ON BRASS DISK O EX. REBAR W/CAP "10446", OR AS NOTED TBM TEMPORARY BENCH MARK UTILITY POLE SIGN V, FIRE HYDRANT ® WATER METER D4 WATER VALVE © GAS METER © PHONE PEDESTAL 0 POWER METER ® GAS VALVE ❑ STORM CATCHBASIN (D SANITARY SEWER MANHOLE BUILDING DRAINAGE ARROWS T.B.R. TO BE REMOVED THE 13 ELEMENTS OF A CONSTRUCTION SWPPP 1. Preserve Vegetation/Mark Clearing Limits: The clearing limits are indicated on the plan sheet. Furthermore, clearing and grading will be limited to only areas that need to be disturbed for grading/construction of the site and frontage improvements. Construction will require regarding the entire site. Field marking the clearing limits shall be completed prior to clearing and grading activities. BMP's: Preserve Natural Vegetation (VEG) 2. Establish Construction Access: Access to the construction site shall be limited to the rock construction entrance. The rock construction entrance shall be installed off of the Street to provide access to the construction vehicle/equipment staging and employee parking areas. BMP's: Rock construction entrance (CE) See detail sheet C9 3. Control of Flow Rates: Storm water detention: No detention is proposed for the site since the work should be completed in a short period of time. BMP's None Proposed 4. Installation of Sediment Controls: Sediment control will be provided through a combination of filtration through the surround on —site vegetation, or filter fence if required. , BMP's: Silt Fence (SF) Sediment Trap (ST) 1 5. Soils Stabilization: Temporary and permanent soil stabilization will be provided. Temporary stabilization will be provided through the application of straw and/or plastic sheeting to exposed, worked earth. From October 1 until April 30, no exposed soil may remain exposed and unworked for more than two days; after May 1, no exposed soil may remain exposed and unworked for more than seven days. BMP's: Straw Covering, Plastic Sheeting, Final Landscaping(as required) 6. Slope Protection: Stock piles shall be protected from erosion through cover and prevention of concentrated surface runoff flows on steep slopes as required. BMP's: Plastic Sheeting, (AS REQUIRED) 7. Protection of Permanent Drain Inlets: Inlet protection will be provided for all catch basins. BMP's: Inlet Protection (IP) See detail sheet (AS REQUIRED) 8. Stabilization of Channels and Outlets: All channel slopes shall be constructed and protected against erosion in accordance with County code. (None Required) 9. Pollutant Control: Pollutants shall be controlled through the on —site BMP's proposed above. 10. Dewatering Control: De —watering: Interception of the water table is expected to occur. (NOT REQUIRED) 11. BMP Maintenance: All BMP's and SWPPP elements shall be inspected daily and maintained as required. 12. Project Management: The project shall be managed in a cooperative effort by the project manager, contractor, engineer, and the city inspector. During the construction process, if unforeseen issues arise that cannot be resolved on site, construction activity (other than SWPPP maintenance) shall be halted and the owner's representative and the project engineer are to be contacted and informed of the situation. The Erosion Control Led is TBD. 13. Protect on —site stormwater management bmps for runoff from roofs and other hard surface on —site stormwater management bmps used for runoff from roofs and other hard surfaces include: full dispersion, roof downspout full infiltration or dispersion systems, perforated stubout connections, rain gardens, bioretention systems, permeable pavement, sheetflow dispersion, and concentrated flow dispersion. the areas on the site to be used for these bmps shall be protected from siltation and compaction during construction by sequencing the construction in a fashion to install these bmps at the latterpart of the construction grading operations, by excluding equipment from the mps and the associated areas, and by using the erosion and sedimentation control bmps listed below. relevant bmp's bmp c102: buffer zone DATE: APPROVED FOR CONSTRUCTION CITY OF EDMONDS 10/25/2022 m m m LU o > Ld O U Z F- W 0_ O_ U U Q > w � Lu o LL o > W Cf) � U � m � m o 0 m Li N Z Z Ld N (� Q w GE� 0 0 Q N o ON M y I I o dd �`' O w Do0000 >°'M� N J � 't Ld ---- eqo 0 m LL N w O V W Q z NN � I I N z N co CO Q 0 0 o O F- co coa rn v-i 0 z CD � W � I O Q r%4 OL�w n r*4 L_L_I M cV C) J ( r► v Z ~ Q w Z m (ri 0 J V z z 06 z Q oC m RESUB z 2 Oct 25 2022 O CITY OF EDMONDS DEVELOPMENT SERVICES Q w J Q C) DEPARTMENT SHEET 3 OF 6 G BSBL BUILDING SETBACK LINE CITY ENGINEERING DIVISION I z 0 0 W� �o g Cp t Qo mCN � CL N ELL Q R SCOPE OF WORK 1. IMPROVEMENTS INCLUDING DESIGN OF STORM TRENCHES, CONSTRUCTION OF THE HOME AND ONSITE DRIVEWAYS. OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. UNDERGROUND EXISTING OVERHEAD UTILITIES S H TO HOUSE. NOTE THAT A MINIMUM OF 3' HORIZONTAL SEPARATION AND V VERTICAL SEPARATION IS REQUIRED BETWEEN THE DRY W UTILITIES (POWER, GAS, PHONE, CABLE, ETC.) Q AND SEWER, WATER, AND STORM AND 5' FROM I ANY CITY MAIN LINES. I / I/ I SAW CUT EX ASPHALT AND PROVIDE TRENCH REPAIR PER DETAIL EITHER ON 74TH AVE W OR 236TH ST SW (WHEREVER THE CITY 16 CREWS TAP THE MAIN R AND INSTALL THE NEW SERVICE) I � � I N ARESTI R H DRAN1� " I- ' i I DS �� I i 6' WO FOOTING DRAIN PIPE I Imo ZC.GAS LINE LOC. 00 4" VC ROOF DRN DS FTG DRAIN + f=ate - -moo _ _ DISCHARGE I !+ a sf,' I — — - I i I I lid. z 1 GAS I I 10' BS ���LL io fi -a- <•+ I•",p "`i METER �' TIE INTO EX SIDE / ..LL ::� w i SEWER. INSTALL NtW !V2' 'O •- t1,962 sF HOUSE# 23511 i U 6" CO (SEE DETA14S C-6) II . a I O 1 + C1 412 W TBR9: FOOTPRINT I p ±1,190 SF REST OF • DEMOD IAT ��`t♦�h� TIME OF SURVEY �-�; q � . a Illllllllllr u • 'y„ �,, o • h I � � III�III II�II CIIL��IIIIIII , • �« � �, N i ` rl I I I I I I I 1 i i REMOVE EX SHED & CONIC PAD ends... . APPROX. SIDE S / 1J EW 1 PE I CB M 216.20IN 2P4.50 4" PVC NV IVUTI284.50 4" PERR OUT 10,0000 I. SWR `FrSM'T AF# 156'0,698 5bFT ON� FL W PATH Y IINS ' LL OFT LONG DISPERSION ITREIICo �1 1 \\ 1 lo, BSBL 1\� 50' FLOW PATH I 10' BSBL I I SAW CUT AND PATCH ASPHALT °' 612 SF OF EX^GRAVEL 1 1 I 1 1 I I I I I REPLACE EX METER WITH TO BE DISPERSED I II J' I I NEW 1-INCH WATER THE WATER I I METER SERVICE. SERVICE LINESHALL BE A II II 16.5 �OW I CITY CREWS WILL INSTALL FROM MAIN TO CONTINUOUS RUN. I I I METER. THE PROPERTY OWNER WILL INSTALL I I a I I I 30'ACCESS & UTILITY FROM THE METER TO THE HOUSE. i I ESM'T IT IS BELIEVED THAT THE WATER TIES INTO I I i AFN 2407110 I I I I THE MAIN FROM 236TH ST SW. THE PROPERTY OWNER WILL BE RESPONSIBLE FOR II I II ' I ANY FINAL RESTORATION COMPLETED I I I I RESTORATION LIMITS TO BE DETERMINED BY CITY ENGINEERING INSPECTOR 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. _TNURTH LINE OF SOUTH 240' OF GOV'T LOT 45 - CITY LIMITS ------------- - - 44 I I r I I 1 I I I I i rt ®; i o tt I I Q r WOOD DOCK 44 TRENCH SHALL BE GRAPHIC SCALE 20 0 10 20 40 1 INCH = 20 FEET SEWER NOTES: 1) THE EXISTING SIDE SEWER WILL NEED TO BE TV'D BY THE CONTRACTOR AND VIDEO MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL TO RE -USE. 2) IF THE EXISTING SEWER LATERAL IS PROPOSED TO BE REUSED, THE CITY'S PUBLIC WORKS DEPARTMENT WILL NEED TO TV THE LATERAL TO DETERMINE IF IT IS ACCEPTABLE TO RE -USE. CONTACT ENGINEERINGPERMITS@EDMONDSWA.GOV TO SCHEDULE INSPECTION. 3) IF THE CITY DETERMINES THAT THE LINE CANNOT BE RE -USED, THE LINE SHALL BE LINED WITH A STRUCTURAL LINER I r t A MINIMUM OF 50FT LONG, 2FT WIDE, 3FT DEEP t t ACCEPTABLE TIGHTLINE OBSERVATION WELL MATERIAL: 75' ND BUFF SDR 35 SCH 40 N-12 F810 HANCOR a---------------- " NORTH LINE OF SOUTH 120' OF GOV7 LOT 45 CALL 2 BUSINESS DAYS BEFORE YOU DIG 1-800-424-5555 DATE: APPROVED FOR CONSTRUCTION CITY OF EDMONDS 10/25/2022 m m w m 0 w p Lv W LU Y O F-_ W 0- O U U Q LU w o w cn cf) LU � U m m aQc 0 mLd fV Z Z LLJ N Cn Q Ld G Q fV O 0 0 w r— O 00 00 >0)0) Q Q M = 3:, .. ~ (0 N J � 't LLI _ �o 0 m L� N LU O V LU Q O NN N z N co CO Q o Ld O F- < rn Q � z cri o QJ z � CD o w � U-i LI J w I -z z p LL cV C) J Z J Lil w z_ z � J z 0-LL_ V z Q � z p 06 z Q oc m O RESUB z 2 Oct 25 2022 O CITY OF EDMONDS DEVELOPMENT SERVICES Q w J Q C) DEPARTMENT SHEET 4 OF 6 C 4 CITY ENGINEERING DIVISION IN THE SE 114 OF THE SE 114 OF SECTION 18, T. 2 7N. , R. 4E. , W.M. CITY OF EDMONDS, SNOHOMISH COUNTY, WA. GENERAL NOTES 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AND CODES, AND ALL OTHER APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATIONS: - CURRENT INTERNATIONAL BUILDING CODE (IBC) - CURRENT WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION - WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL - 2005 SWMMWW MANUAL AS APPROPRIATEFOR THE PUGET SOUND BASIN (CURRENT EDITION) 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS STANDARD DETAILS, UNLESS NOTED OTHERWISE 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL GOVERNING AUTHORITY. 5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL ASBUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCY/FINAL PROJECT APPROVAL. 6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION. 7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING UTILITY LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE FEATURES PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT ARISE. 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES Revised 05.15.2017 LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS. 11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT. 12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. 13. SUBGRADE SOILS IN ALL AREAS WHERE RAIN GARDENS, INFILTRATION OR PERVIOUS PAVEMENT IS TO BE PLACED SHALL BE DELINEATED AND PROTECTED AT ALL TIMES FROM COMPACTIVE ACTIVITIES (i.e. HEAVY EQUIPMENT, STOCKPILING). 14. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IS PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL PER GEOTECHNICAL REPORT. 15. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR EXISTING SITE FEATURES. 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. U 17. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN o OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE z APPROVED BY THE ENGINEER. 18. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER o EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, z UNLESS NOTED OTHERWISE. W a 19. ALL FOOTING DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL zz CONNECT TO THE DRAINAGE SYSTEM DOWNSTREAM OF THE SITE STORMWATER N MANAGEMENT SYSTEM. � m N o a N Revised 05.15.2017 o z o 20. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR z INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS. J 21. A SEPARATE IRRIGATION PERMIT MUST BE OBTAINED FROM THE CITY PUBLIC WORKS DEPARTMENT. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, PROVIDE TO THE CITY WATER QUALITY TECHNICIAN, A COPY OF THE BACKFLOW TEST REPORT. TEST REPORTS CAN BE FAXED TO 425-744-6057 OR EMAILED TO JEFF.KOBLYK@EDMONDSWA.GOV. BACKFLOW TESTING SHALL BE COMPLETED BY THE OWNER ANNUALLY THEREAFTER. 22. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION CONDITION IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND STANDARDS. 23. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR w o STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ONSITE Q ¢ EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS J z FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS. V_ E 24. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY Q SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL. z 25. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND W IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED. x 26. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS SHOWN. 27. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5% SLOPE FOR A MINIMUM DISTANCE OF 10 FEET. 28. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS REQUIRED. 29. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL. 30. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO Revised 05.15.2017 EXISTING UTILITIES SHALL BE MADE ONLY WITH ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES. 31. ALL UTILITIES SHALL BE PLACED UNDERGROUND. 32. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNER'S REPRESENTATIVE PRIOR TO BACKFILLING. 33. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE INDICATED, LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'S REPRESENTATIVE AND CITY. 34. FIELD STAKE ALL UTILITY STUBS AT THE PROPERTY LINE. 35. TRENCH BACKFILL OF UTILITIES LOCATED WITHIN THE CITY RIGHT-OF-WAY SHALL BE COMPACTED TO 95%. COMPACTION TEST REPORTS SHALL BE PROVIDED TO THE CITY PRIOR TO PAVING. 36. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE POLYETHYLENE PLASTIC FOAM AS A CUSHION BETWEEN THE UTILITIES. 37. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE UTILITIES WITHIN THE BUILDING. 38. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK. 39. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM. 40. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY ENGINEERING DIVISION FOR APPROVAL PRIOR TO INSTALLATION CALL 2 BUSINES DAYS BEFORE YOU DIG 1-800-424-5555 DATE: APPROVED FOR CONSTRUCTION CITY OF EDMONDS 10/25/2022 m mLL m o o w w > Y o LL 0- w o U Q _ LL w LL O oj:� U LL m m o m w z z w 6 � U) Q w m a 0 0 �V ON19 N �( a � o� N �, .Q M � �< N No O w �o0000 z oD I I >°'�� Q Q M ON J 't � Ld �0 0 m L� N w 0 V V w Q z N N O N N z I N Q o o w c�V � O F- Co CC)D 0-,) J Q J Q v-i z 0 Qw w � Lr) 0 O (V z ('V < oz n N w J o z W (V Q w z co Cri � LLI J m LL V z Q z 06 z Q oc m O 2 RESUB z Oct 25 2022 O CITY OF EDMONDS DEVELOPMENT SERVICES Q Lv J Q DEPARTMENT C) SHEET 5 OF 6 C5 dr' ENGINEERING DIVISION 0 Z 0 0 W Ln v- CN m o o CL N Q m W IN THE SE 114 OF THE SE 114 OF SECTION 18, T. 2 7N. , R. 4E. , W.M. CITY OF EDMONDS, SNOHOMISH COUNTY, WA. 2" x 2" WOOD/STEEL FILTER FABRIC SECURED TO 2" x 2" 14 GA WIRE FABRIC EQUAL NATIVE BACKFILL MATERIAL 8" 0 I N 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 TO SUPPORT FILTER FABRIC ml \- BURY BOTTOM OF FILTER N 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 FILTER FABRIC FENCE JANUARY 2018 FILTRATION SYSTEMS PUBLIC WORKS STANDARD DEPARTMENT DETAIL FSt 1890 APPROVED BY: R. ENGLISH ER-900 w z J Z RESIDENCE d w O CLEANOUT a WITH 45' BEND AND 2' CAP CLEANOUT (MAX) (TYP) NOT TO EXCEED 100' BETWEEN CLEANOUTS CLEANOUT (WYE WITH CAP AND CLEANOUT COVER) AND w CONCRETE LEVELING COLLAR jr :m w dEn 0 w 12" LOCKING COVER i a SEE NOTE 3 r 12"t r FINISHED GRADE w o END OF PIPER GRIPPER PLUG j i a a af o (CHERNE 27061 OR APPROVED EQUAL) WATER TIGHT CAP RISER LEVELING COLLAR 45' SEE NOTE 4 45' 12" PVC SLEEVE o• 6" RISER 4" OR 6" SIDE SEWER 6" WYE AND r 6" CITY STUB GENERAL CLEANOUT DETAIL 45' BEND ` 4" OR 6" J 12" LOCKING COVER SIDE SEWER CLEANOUT DETAIL 3-, SEE NOTE 3 AT PROPERTY LINE/CITY EASEMENT 0 LEVELING COLLAR NOTES: j 0-0 NQ SEE NOTE 4 a a ASPHALT SURFACE 1. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETED. 12"f 2. PIPE SLOPE TO BE 2% MIN AND UP TO 50% MAX. 3. SEWER CLEANOUT COVER TO BE EAST JORDAN IRON WORKS 1 FOOT LONG 12" PVC PRODUCT #00366102 OR APPROVED EQUAL. SLEEVE 6" RISER 4. LEVELING COLLAR SHALL BE CONSTRUCTED AS FOLLOWS: END OF PIPE GRIPPER PLUG (CHERNE 270261 • IN ROADWAYS PER COE STD DWG GU-424 OR APPROVED EQUAL) • IN SIDEWALK/LANDSCAPED AREAS, EITHER 24"x24"x6" TYPICAL CLEANOUT DEEP CONCRETE COLLAR OR 24" DIAMETER x 6" DEEP UNDER ASPHALT OR CONCRETE CONCRETE COLLAR REVISION DATE CITY OF EDMONDS SEWER CLEANOUT DETAILS FEBRUARY 2022 _ PUBLIC WORKS STANDARD ^ DEPARTMENT DETAIL Fst. IB APPROVED BY: R. ENGLISH SS-200 CATCH BASIN FILTER SOCK WITH OVER FLOW HOLES (TYP) 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. q_ A REVISION DATE CITY OF EDMONDS TEMPORARY JANUARY 2018 SEDIMENT TRAP PUBLIC WORKS FOR CATCH BASINS STANDARD DEPARTMENT DETAIL est. 189cj APPROVED BY: R. ENGLISH ER-902 Q 0 � \ A �Y \ \ \q{y ROg4)- CA/ �cOT ip0 Oq�T � O4 RADIUS ARi1, R��q�gY41 R eY C rygSN o1 DRIVEWAY APPROACH (WITHOUT CURB 0SAWCUT EDGE 30 > Lux EXISTING ASPHALT a Of STREET VARIES 2" HMA O2 2"-5/8" MINUS CSTC COMPACTED SUBGRADE O3 SECTION A -A NOTES: O1 SAWCUT AND USE TACK COAT BETWEEN ROAD TO DRIVEWAY APPROACH JOINT. SEAL JOINT WITH AR4000 SEALER. O2 DRIVEWAY APPROACH TO BE 2" HMA CLASS 1/2" PG 58H-22. O SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. O 10' EDGE RADIUS. O HMA SHALL BE PLACED FROM EDGE OF EXISTING STREET, A MINIMUM DISTANCE OF 20-FT OR TO PROPERTY LINE, WHICHEVER IS GREATER. DRIVEWAY APPROACH R UHIQ 2021 CITY OF EDMONDS TYPE VI T PUBLIC WORKS STANDARD DEPARTMENT DETAIL es 189� APPROVED BY: R. ENGLISH TR-546 _LS A TH IN DE FULL WIDTH GRESS/EGRESS DETAIL NOTES: 10 THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE AND/OR INTO THE PUBLIC RIGHT-OF-WAY. O2 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 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 CITY OF EDMONDS STABILIZED CONSTRUCTION JANUARY 2018 PUBLIC WORKS ENTRANCE STANDARD DEPARTMENT DETAIL FS t • 189) APPROVED BY: R. ENGLISH E R - 9 01 woct :w �oz oL wQw a O� � U a Of QOm 10' (IF STUB FOR FUTURE DEVELOPMENT) 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 EXTENDS ABOVE GRADE. PAINT TOP 18 INCHES WHITE. IN 3 INCH HIGH LETTERS, STENCIL THE NUMBER OF EVEN FEET FROM GROUND ELEVATION TO THE SEWER STUB INVERT. 8 GAUGE WIRE TO BE DOUBLE WRAPPED AROUND PIPE AND 2 x 4 STAKE AT OR ABOVE FINISHED GRADE. w z J w rL LOCKING CLEANOUT COVER PER COE STD DTL SS-200 a 1 f 6" LATERAL SEWER SLOPE - 2% MIN TO 50% MAX 22.5' OR 45' BEND 6" TEST TEE 6" WYE/6" ROMAC SADDLE SEE NOTES 1 AND 2 POSSIBLE SEWER MAIN LOCATION 22.5' OR 45' BEND 6" TEST TEE 6" TEE POSSIBLE I SEWER MAIN LOCATION NOTES: 1. WHEN TAPPING INTO EXISTING MAIN A ROMAC STYLE CB SADDLE SHALL BE USED. PLACEMENT OF TEE SHALL DEPEND ON DEPTH OF SEWER MAIN. AS A MINIMUM, THE TEE SHALL BE PLACED AT A 45 DEGREE ANGLE FROM PIPE SPRINGLINE. 2. IF NEW MAIN IS BEING INSTALLED OR MAIN IS BEING REPLACED, SERVICE CONNECTION TO THE MAIN SHALL BE DONE WITH A WYE. WYE SHALL BE AT A 45 DEGREE ANGLE FROM PIPE SPRINGLINE. 3. IF CONNECTING EXISTING PRIVATE SIDE SEWER TO NEW CITY LATERAL, A CONCRETE/PVC STRONGBACK FERNCO RC SERIES OR ROMAC COUPLING SHALL BE USED AND SECURED PER MFR'S INSTRUCTIONS. 4, BORING OF SERVICES WITHIN RIGHT OF WAY IS NOT ALLOWED. 5. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETED. 6. IF STUB FOR FUTURE DEVELOPMENT, USE RUBBER JOINT BISCUIT PLUG OR OTHER APPROVED WATERTIGHT PLUG. REVISION DATE CITY OF EDMONDS MAY 2o1a = = NEW LATERAL SEWER PUBLIC WORKS STANDARD DEPARTMENT DETAIL FSt. 18g� APPROVED BY: R. ENGLISH SS-202 I'-�4.5• PROPERTY LINE O R.O.W. FINISHED GRADE I I METER SUPPLIED BY CITY Q BALL VALVE fL - - - - - - I rl H I I N\\\ &\J� I I DIRECTION =3 OF FLOW A D MATERIAL LIST: OA ALL 1" SERVICES TO BE TYPE "K" SOFT COPPER TUBING OB 1" BALL CORP. STOP WITH CC THREAD INLET AND COPPER (CTS) GRIP OUTLET (FORD OR MUELLER) OC DUAL PURPOSE UNION OD MIPT X CTS GRIP BALL VALVE CURB STOP EQUAL TO FORD B84-4440 FOR 1" OWHEN REPLACING EXISTING SERVICES: 1" METER SETTER WITH ANGLE BALL METER VALVE 15" HIGH WITH DUAL PURPOSE UNIONS ON INLET AND OUTLET, HORIZONTAL IN HORIZONTAL, OUTLET EQUAL TO FORD VB74-15W-11-44 WHEN PLACING NEW SERVICES: USE SAME AS ABOVE AND ADD A SINGLE CHECK, EQUAL TO FORD VBH74-15W-11-44 1" CC TAP SERVICE SADDLE EQUAL TO ROMAC 101S (�F OG IN UNPAVED AREAS: CARSON 1324 MSBCF WITH DUCTILE IRON COVER AND CAST IRON READER DOOR; IN PAVED AREAS: ARMOR CAST A6001946PCX12 BOX W/ A600196969 RCI LID HO FOR VACANT LOT (FUTURE USE) LOCATION MARKED WITH PAINTED 2" X 4" STAKE WITH "WATER" STENCILED ON IT 14 GA. VINYL COATED WIRE TRACER (TAPED TO PLASTIC PIPE EVERY 10') TO BE GROUNDED AT METER AND HOUSE 0 JO SCHEDULE 40 3/4" OR 1" PLUG, REMOVE WHEN CONNECTION IS MADE TO CUSTOMER LINE WITH COMPRESSION FITTING KO WATER SERVICE TO HOUSE, INSTALLED BY OWNER/CONTRACTOR (PER PLUMBING CODE) LO PROPERTY OWNER RESPONSIBLE FOR PURCHASING 3/4" OR 1" METER THROUGH THE CITY AT DEVELOPMENT SERVICES DEPARTMENT; CITY WILL SUPPLY AND INSTALL METER AFTER PURCHASE; IF USING 3/4" METER, CONTRACTOR WILL PROVIDE REDUCERS OF METER BOX SHALL BE SET AT THE PROPERTY LINE UNLESS APPROVED BY THE CITY ENGINEER. MO BACK SIDE METER BOXES SHALL NOT BE SET IN DRIVEWAY AREAS UNLESS TRAFFIC RATED BOX IS APPROVED BY CITY ENGINEER. REVISION DATE CITY OF EDMONDS 1 " WATER SERVICE JANUARY 2021 PUBLIC WORKS (FOR 3/4 & 1 " METERS) STANDARD DEPARTMENT DETAIL FSt. 18g� APPROVED BY: R. ENGLISH WA-1 30 EXISTING HMA FINAL JOINT SHALL BE A NEAT SAW CUT STRAIGHT LINE. ALL EXPOSED VERTICAL HMA CLASS 1/2" EDGES SHALL BE TACKED NEATLY PER PG 58H-22 WSDOT STANDARD SPECIFICATIONS 5-04.3(4) (SEE NOTES 4 & 5) APP'I SEALEDED DPERACK OR WSDOT STD APPROVED 3(Q)UA. AND 1 SLOPE EXCAVATION TO AVOID UNDERMINING EXISTING PAVEMENT. IMPORT BACKFILL SHALL BE COMPACTED J TO 95% MAXIMUM DENSITY (SEE NOTE 2) 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 OF 6", AND SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 6". 4. ROADWAY HMA DEPTH SHALL BE A MINIMUM OF 4" FOR RESIDENTIAL ROADS AND 6" FOR COLLECTORS/ARTERIALS. 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 SAW CUT AND UNIFORMILY SEALED WITH WSDOT STANDARD SPECIFICATIONS 5-04.3(4)A APPROVED JOINT SEALANT OR APPROVED EQUAL. CITY OF EDMONDS PUBLIC WORKS DEPARTMENT Est. 1a9° DATE: TYPICAL HMA AND R PIRIL 20D21 UTILITY PATCH STANDARD DETAIL APPROVED BY: R. ENGLISH G U - 41 0 APPROVED FOR CONSTRUCTION CITY OF EDMONDS 10/25/2022 CITY ENGINEERING DIVISION m m 3 Lu m o o > Y O O 0-1 w m _ O Q Z O Cn > w > w w ~ Lu a W O_ >- in UJ H U > W c U >_ m >- m (--IQ m W z z W cu N N CD 3: cn Q W W Q ClJ N O 0 2 3, OZON 41� fV Q cl- �W-, (V (V Lo N Q O O �0 by 2 � rl J � bl S ��-, w LLJ DZD0000 z 00 1 1 >° m <<rq ON -1 � Ld 2 � O o m L� Q) Lu O V V Lu N N QD N N Q C� LLJ N 00 O J (n Q 0 W Q z L1J Ln �NO �O= Q l I � Cri J J -4- fV I w O M J z W cIQ V J r r� v :5 LL m z W z OW W W V z z z Q DC m RES U B N Oct 25 2022 O CITY OF EDMONDS DEVELOPMENT SERVICES Z� Q w J Q DEPARTMENT I, SHEET 6 OF 6 C6 m W g z w ii s SEE APPLICABLE STANDARD DETAILS FRAME AND GRATE �I CONC. SIDEWALK 0 PLAN i 5'-0' POST GIVING FIRM SUPPORT BUT NOT TO EXCEED 1-112' DIA IR❑N PIPE OR 4X4 WOODEN POST (TREATED) PLANTER STRIP WIDTH VARIABLE SIDEWALK, PVC SLEEVE THROUGH SIDEWALK SET IN CONCRETE C TY° OF EDM0-NHS APVERBEVISIONSnnr[ STANDARD DETAIL D. GEBERT 3/25/03 NW' WX DUA 1 (18DATE SCALE NTS MN• DWG NO. EU 7/24/01 PIPE ALLOWANCES PIPE MATERIAL MAXIMUM INSIDE DIAMETER REINFORCED OR 12" PLAIN CONCRETE ALL METAL PIPE 15" CPSSP* 12" (WSDOT STD SPEC 9-05.20) SOLID WALL PVC 15" (WSDOT STD SPEC 9-05.12.(1)) PROFILE WALL PVC 15" (WSDOT STD SPEC 9-05.12(2)) 5* CORRUGATED POLYETHYLENE Sa STORM SEWER PIPE 5" �2", 4", 6", OR 12" ' NOTES: RISER SECTION 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 9-05.50(3). 2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE 44 FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER � FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY ??. TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NOT BE PLACED IN KNOCKOUTS. ti a 3. APPLY NON -SHRINK GROUT TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, RISERS AND FRAMES. 4. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX / DIAMETER OF 20". KNOCKOUTS MAY BE EITHER ROUND OR o "D" SHAPE. a 5. THE MAX DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT IS 5'-0". 6. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/2"/FT. 7. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE t WITH STANDARD SPECIFICATIONS. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY COVER POSITION. (MEASUREMENT AT THE TOP OF THE BASE) 8.VERTICAL EDGE OF RISER SHALL NOT BE MORE THAN 2" PRECAST BASE SECTION FROM VERTICAL EDGE OF CATCH BASIN WALL. `S t . JB9- CITY OF EDMONDS PUBLIC WORKS DEPARTMENT CATCH BASIN TYPE I APPROVED BY: R. ENGLISH REVISION DATE JANUARY 2018 STANDARD DETAIL SD-303 SUPPORT POSTS NOTCHED GRADE BOARD, 2%2" NOTCHES, 18" O.C. END CAP OR PLUG CLEANOUT (TYP) PERFORATED PVC UNDERDRAIN PIPE FLOW TO OTHER DISPERSION TRENCH(ES) IF NECESSARY TYPE 1 OR 1-L CATCH TYPE 1 OR 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 PIPE FROM ROOF DOWNSPOUT 10' (MIN) — PLAN 0 z 0 m [2" (TYP) 2" GRADE BOARD �18" GENERAL NOTES: NOTCHES (TYP) o.c NOTCH DETAIL 1. REFER TO THE 2017 CITY OF EDMONDS STORMWATER ADDENDUM FOR SETBACK AND INFEASIBILITY REQUIREMENTS. 2%12" PRESSURE TREATED GRADE BOARD VEGETATED FLOW NPATH, OTE *15% MAX FOR FLOW CONTROL/WATER NOTES: QUALITY TREATMENT IN RURAL AREAS. 20%, MAX.* 1. A VEGETATED FLOW PATH MUST BE PROVIDED IN THE 17 CITY OF EDMONDS '7_7 STORMWAT RADDECE NDUM NDUM REQUIREMENTS. GALVANIZED �O no 2. GEOTEXTILE SHALL CONFORM TO WSDOT SPEC. BOLT (TYP) I QQO �K 9-33.2(1), GEOTEXTILE FOR SEPARATION, /� NON -WOVEN TYPE. oC,O O 0nQ0���� < / 3. WASHED DRAIN ROCK SHALL CONFORM TO �I WASHED DRAIN WSDOT SPEC. 9-03.12(5), GRAVEL BACKFILL BSc ROCK, SEE NOTE 3 FOR DRYWELLS. 0 4" (MIN) PERFORATED PVC UNDERDRAIN PIPE 6" (MIN) PER WSDOT SPEC. \ 9-05.2(6), LAID LEVEL GEOTEXTILE, SEE NOTE 2 4"x4" PRESSURE UNDISTURBED J TREATED SUPPORT POST NATIVE SOIL SECTION A NTS - "St. igy3- CITY OF EDMONDS PUBLIC WORKS DEPARTMENT TYPICAL DISPERSION TRENCH WITH NOTCHED GRADE BOARD APPROVED BY: R. ENGLISH REVISION DATE DECEMBER 2017 STANDARD D ETAI L SD-632 UNDISTURBED NATIVE VEGETATION UNDISTURBED NATIVE SOIL 2" ORGANIC MULCH 3" OF COMPOST INCORPORATED INTO 5" OF SITE SOIL (TOTAL AMENDED DEPTH OF 9.5", FOR A SETTLED DEPTH OF 8") UNDISTURBED PLANTS UNDISTURBED TURF (LAWN) (SEE NOTE 1) AREAS (SEE NOTE 1) UNDISTURBED 0" TURF/LAWN/LANDSCAPE UNDISTURBED NATIVE SOIL STEEP SLOPE NOTE: AMENDED SOILS SHOULD NOT BE INSTALLED ON FINISHED SLOPES OPTION 1 — NO DISTURBANCE EXCEEDING 33%. AREAS EXCEEDING 33% SHALL BE STABILIZED PER THE PLANTING BEDS TURF (LAWN) AREAS ENGINEER/GEOTECH OF RECORD. 0„ GRASS: SEED OR SOD I ,,,— 1.75" OF COMPOST INCORPORATED NTO 6.25" OF SITE SOIL (TOTAL 4MENDED DEPTH OF 9.5", FOR A SETTLED DEPTH OF 8") SUBSOIL BELOW L SCARIFIED 4" LOW COMP05TSCARIFIED SUBSOCOMPOST AMENDED LAYER AMENDED LAYER (12" BELOW SOIL SURFACE) _\\ - 1 ��� -- (12" BELOW SOIL SURFACE) OPTION 2 — AMEND IN PLACE OR STOCKPILE AND AMEND GENERAL NOTES: PLANTING BEDS TURF (LAWN) AREAS 1. AREAS OF NO DISTURBANCE 2" ORGANIC MULCH/,����/�/,/� �% �% �% //�% //��/��/�� SHALL BE FENCED AND EXISTING GRASS: SEED VEGETATION AND SOIL SHALL BE SOD 11=1 11=11 I -I I MI I I -I 11-11 1=1 1=1 0^ _ _OR I=1 I mi I I=1 I I I a I H I f 1 1 1=1 I I-1 11=1 I Ii I MI 11=1 I I PROTECTED FROM CONSTRUCTION IMPACTS. 6" IMPORTED 11=1 I M I 1=1 11=1 11=1 11=1 I III-III-III-III�II-III-I = 111=III=III—III—III 1=1 I[E] I 1=1 11=1 11=1 I M I III=III. III=111-11M111=III = mI-III—III= m 2. To MEASURE SETTLED DEPTH, 6" IMPORTED WATER SOIL SUFFICIENTLY TO TOPSOIL MIX III=III=III=111�11=III— 11=III=III=III=11-111=1 I TOPSOIL MIX FULLY SATURATE WITHOUT (COMPACTED 11-I I I4jI I -I 11-11 I-III=III =111=111=111=111 I 1=11rz� 11=1 I M I 1=1 M1 I III=111=_111=111=_11r=1I1=III (COMPACTED CAUSING EROSION. DEPTH)=1 H I1=1 MI1=1I 1=1 III III III-III-III-III-1 1=1 I1=1 1=111=1I rI 6" III.III-III III 1111-III DEPTH) 3. COMPOST SHALL MEET SPEC. =,. 711 - 1= REQUIREMENTS IN THE 2017 SUBSOIL IS II'/1' = �1' I. "I- = EDMONDS STORMWATER SUBSOIL IS ADDENDUM (CHECKLIST 7). SCARIFIED 6" _ /\_ % / \ a _ SCARIFIED 6" IMPORTBELED/ /\ \/ /\ / BELOW 4. COMPACTION OF TOPSOIL (WHERE REQUIRED TO BE TO 85% ) (MAX) TOPSOIL MIX \�\\h/\/ / /\//\/\\� 12' OPSOILDMIX OF THE MAXIMUM DRY DENSITY OPTION 3 — IMPORT TOPSOIL PER MODIFIED PROCTOR TEST (ASTM D 1557). IzSt. 189- REVISION DATE CITY OF EDMONDS POST CONSTRUCTION SOIL APRIL 2021 QUALITY AND DEPTH PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH S D — 642 DATE: CALL 2 BUSINES DAYS BEFORE YOU DIG 1-800-424-5555 APPROVED FOR CONSTRUCTION CITY OF EDMONDS 10/25/2022 M w \H\ m LLI 12L m L1J m Q L > Lu w Y O U W a- O LLI U c) Q W Q a cj� LO V) w _N O Co �cc LLJ ct U Q m Q < m o m LLJ � N z z W \ N 0 3: ri F) Q Q � N LLI 0_ 0 O Q Q (U c-I L� 0 2 3. C CZON ti/ fV f V Q �W� fV Lo fV d O N 9- C\ O by J bl r-I s O � w Fj D ZD 00 00 z GD 1 >° m� QQr� ��cflLo r O o m w Q) Lu O V V w z N N co Do Go LLJ CV Q o O 00 O_1 O U) Q a Q C(D G p w W ENO w 0 = I r �Q I � OL_L Q �, N w M Q J W J O Q z w z L� �� O LJLW z z z Q DC m O RESUB z (J� Oct 25 2022 O CITY OF EDMONDS Z� w J Q DEVELOPMENT SERVICES C�l 0 DEPARTMENT SHEET 7 OF 7 Cl 0 z Q CITY ENGINEERING DIVISION