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REV1 APPROVED ENG STM BLD2022-1025+Civil_Plan+11.18.2022_10.14.10_AM+3227817 (2)LEGEND (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 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 C " TO PROCEEDING WITH CONSTRUCTION. ono 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 J BROUGHT TO THE ATTENTION OF DECCIO ENGINEERING TO RESOLVE ALL .� PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. o 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 N8806'26"E00' w z J a I� % ►0 1 -- Y --- / I ►� LLJ ' 10' BSBL i I I APPROX. SIDE SEWER, ss O �Q Q- BASE I FLOODEL I I ! I TBR \ QO NAV4 D88 \ ASPHALT ±2,694 SF _ -__ I I L� 10' BSBL 110' BSBL ; LAUREL HEDGE IS f ( 6' WOOD FNC x x ll I o° N x m m 00) m hrnn I " " N I RICHARD & HOLLY CHUNG II 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. PERVIOUS AREA CALCS. PROPOSED ROOF AREA TOTAL: 3,700 SF EX FOUNDATION TO REMAIN: 0.0 SF NEW/REPLACED IMPERVIOUS AREA: NEW ROOF AREA: 3,700 SF REPLACED GRAVEL: 224 SF TOTAL AREA: 3,924 SF EX IMPERVIOUS AREA TO REMAIN: 3,564 SF REQUIRED RETROFIT @ 25% 891 SF TOTAL IMPERVIOUS AREA TO BE MITIGATED: 4,815 SF = (3,924 SF + 891 SF) ROOF AREA DISPERSION TRENCH: 3,700 SF = 3,700 SF OF ROOF EXIST DRIVEWAY TO BE DISPERSED: 1,115 SF = (224 SF & 891 SF) REQ'D RETROFI 1 I I , , , , _ TOTAL AREA DISPERSED: 4,815 SF _ ... , , t PETER CHO TPN. 27043200202900 — — NORTH LINE OF SOUTH 240' OF GOV'T LOT #5 - CITY LIMITS I�------- -- I I � / j <111 60.0000 ®I / / j 1 44 WETLAND BUFFER S R 'FSM'T AF 1566098 I / I WOOD / DOCK I. I �i I � TPN. I� I 27043200200100 Q lj 44 I ±25,434 SOFT. j \:I 1 DIED D BUFFER �• ll I ? j .1 I 1 l / —=-— — — — — — — — — — 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 2 Three zzstn St sw Holy Esperance © 111 1 g f f ® Hierarchs Romania,_ 1Ta, in < �85'C BEdmakeryonds zuth vl sw 2,,Cafe - 3y f McKeownJamesM 0 IpStained Glass Studio 228th St sw Andorra ns N s sw ate Chapel Michaels s Apartment Homes n p Traveling Notary < `m Dominos Piz z s St Michael© ,� ` f 2302h4 s, Ethiopian Orthodox.. 230MStSW 3 Bethel Chapel Q $ ,As' 231.t St SW < Les Schwab Tire Center� -' Q i Casc 5 S " Ballinger Park Franco Paintitg nds _ Naiy Ln Another castle Services LLC �\ n Video G imes Fantasy Flights 0 O Mapk Ln m 3 y f zaath st sw " --e Eah��q�,Estates 0 234U PISW WhidyBall� y 2351174th Ave W, Mountlake Terrace Edmonu"Is eran�Edmonds, vVA. 98020 Transit Cen��er9 Learning Center `236thStSW Safeway® / �z3amstsw V .Ly e—F 111 ^i,.� Lekeviewor Exclusive ® �\ McAleer boat launcli 23tnnsrsw `� 23athStSW �HosconylKorean © rm� Nile Nightmares Edmount QHaunted House Island m Naumvergre Evergreen Acaor syy zaan St SW `� Montessori Burlington toa Meq�eerC}Nk ,­ 'Stu z4znastsw :, ,� za2ndstsw Regal(Cinebarre artments Denny, t PaneraBread f UW Medicine Primary - i Care at Shoreline Nolyrood-Gemetery--(ID- 3 I: s NE 204h SI N 203rd St TIielHome Depot m a © <,' �pe� Pwelic orage11 D N 202nd z Costco Wholesaleq 1° m Qz, Northridge Swim Club ` Lond N 2170tn 5t `. Shamrock Echo Living Services / Lake'Park 7 NE 200M St Ballinger Commons Q TZ Apartment Homes Q Goog rySchool = 'lx` Nr9atnst I Kindergarten Readiness © ,ys Inn by Wyndham Preschool WeeCare 4 _-attle+`A"u.`r'd1. Echo Lake N19liih Pl 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 BLD2022-1025 REVISION 1 - FOUNDATION - IMPERVIOUS REVISION REVISION: THIS REVISION IS FOR Nov 18 2022 IMPERVIOUS SURFACE AMOUNTS AND CITY OF EDMONDS DISCHARGE LOCATIONS. SEE CIVILS DEVELOPMENDEPARTMMENTENT CES FOR ALL ENGINEERING REQUIREMENTS APPROVED ON 10/25/2022 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: 12/02/2022 CITY MGINEERING DIVISION m m m i) 0 i Y O W 0— = 0— U Q ZU 0) 5;a LLJ � wl>0 V) w U W W Or- M U LLJ U LLJ V1 N o � � U m � W �LLJ 5; m Q Q Q Dr a 0 m (ZJ N W (11 N N Z Z U 3: U) Q Ld GE� LLJ H Q o CU rJ N o f'V r, 0N 1714 N o9 C � y J o� N� O � dd SJ�bl S �G I— to LLJ LLIo0000 z 00 1 1 5- Q M _3:(0 i 04 ON J LIJ �o 0 M LL_ . C}l W O U w Q Z OJr) N N Ln z NN co 00 Ljj o Uw �F-- o co co co a Q cn I z CD w w �O Lu w Q r-i > = I — (/7 73- fV r fV Q w O �> Ln w o �N LL Z U Ld Q Z Cri � LLI J 12- li V z Q z 06 z Q oc m 0 z C/-) O � � w J o LLJ 0 Cf) SHEET 1 OF 6 C 1 SCOPE OF WORK 1. IMPROVEMENTS INCLUDING DESIGN OF STORM TRENCHES, CONSTRUCTION OF THE HOME AND ONSITE DRIVEWAYS. I I I / N ARESTI R H DRAN1� " I- ' DS �� I , i 6' WO ° FOOTING DRAIN PIPE I ZC.GAS LINE LOC. `� �4" VC ROOF D ;DISCHARGE RN DS FTG DRAIN + `r I _=ate - - ---- - - - -- i1d. z i GAS I 10' BS ��� 10' asap I I .o TIE INTO EX SIDE / METER I ::� , cRavE� { :. �, LuI SEWER. INSTALL NtW GD2' ' I ..::o Ex -. + t1,562 sF HOUSE# 23511 U 6" CO (SEE DETAIIa, C-6) giz SF TBR9: FOOTPRINT I i O : �u f LI:.. ±1,190 SF AND SEWER, WATER, AND STORM AND 5 FROM ,' i -Io ANY CITY MAIN LINES. a INSTALL NEW 1-1/2 SCHD 40 PVC l a SERVICE LINE W/TRACER WIRE FROM WATER MAIN TO HOUSE JI ja I I I i SAW CUT EX ASPHALT AND PROVIDE TRENCH I I REPAIR PER DETAIL I I I I � I1 165 R Wlllll� 16.5 �OW z 0 0 W� LL o g cp t �Qo m N � CL N ELL Q c' APPROX. SIDE \ LOW PATH I �� A PHALT < '! ± ,694 SF �. J. A L)HEDGE I; I i i 6' WOOD FNC I�\ " 1,115 SF OF EX GRAVEL/ \ P VEMENT TO BE DISPERSED 30'ACCESS & UTILITY ESM'T AFN 2407110 SAW CUT AND PATCH EX ASPHALT REPLACE EX METER WITH -NEW 1-INCH WATER METER SERVICE. CITY CREWS WILL INSTALL FROM MAIN TO METER. THE PROPERTY OWNER WILL INSTALL FROM THE METER TO THE HOUSE. IT IS BELIEVED THAT THE WATER TIES INTO THE MAIN FROM 236TH ST SW. THE PROPERTY OWNER WILL BE RESPONSIBLE FOR ANY FINAL RESTORATION COMPLETED IYu ' I ��EW I�PE I CB \ I IIJIM 286.2E - i I IN 2�4.50 4" PVC NV I I;OUTI284.50 4" PERR OUT REMOVE EX SHED & CONIC PAD 1 I I 10,0000 SWR `FrSM'T 1 AF# 156'0,698 5bFT ON� FL � PATH IINS - LLiOFT LONG DISPERSION \� ITREI. co I I � I I � I 50' FLOW PATH \�\,101,' BSBL I I � I 1 �I, _TNURTH LINE OF SOUTH 240' OF GOV'T LOT 45 - CITY LIMITS ------------- - - I I r I I I I I I I I it 11 I 11 � i i� Chi 11 ®I I I 11 44 I I Q 1 I WOOD DOCK 44 ,-4 I t 75' WE AND BUFF I I I 11 Q 11 V � 11 � 1 11 11 11 11 1 NORTH LINE OF SOUTH 120' OF GOV'T LOT 45 CALL 2 BUSINESS DAYS BEFORE YOU DIG 1-800-424-5555 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 COMPLIES WITH APPLICABLE CITY STORM CODE -pt�. 12/02/2022 BLD2022-1025 REVISION 1 - FOUNDATION - CIVIL - IMPERVIOUS REVISION REVISION: THIS REVISION IS FOR Nov 18 2022 IMPERVIOUS SURFACE AMOUNTS AND CITY OFEDMONDS DISCHARGE LOCATIONS. SEE CIVILS DEVELOPMENTEPARTMENRVICES FOR ALL ENGINEERING REQUIREMENTS APPROVED ON 10/25/2022 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: 12/02/2022 CITY ENGINEERING DIVISION m w m m w w °C 0 W % > w Ld Y O } H_ M } W IZ O U U U Q >Lu w w a l o N — w cn c� � = Lu � U m m Q oac 0 mLli N Z Z c' < Ld 1-- 1V N fV � Q w ft� oo� 00 �� w O 00 00 LLI >°'�� i 04 J � � LLI C'4O o m li N Lu O V Lu Q CN O CNN ZN N c Q 0 Ld o co Q co � z cri QJ z O w L r) C J O � w O I -z z O LL cV C) J Z J LLI w z_ z � J z 0-LL_ V z Q � z p 06 z m O � � zV) O � w J Ld 0 SHEET 4 OF 6 C4