|
SECTION 23,TOWNSHIP 28 NORTH,RANGE 04 EAST,W.M.,SNOHOMISH COUNTY,WA SITE
<br /> GRAPHIC SCALE 15 14 /4 13
<br /> 30 0 15 30 60 IE=538.05(W) 22 3 {" 23 24
<br /> 'f� --IE=53&05(18"i I Oy
<br /> _EX CB —— _ _ 103RD
<br /> _W) RIM EL=556.29 — —
<br /> (IN FEET) IE=55454 W-N) EX CB
<br /> 1 INCH= 30 FT I RIM EL=560.23
<br /> Ma
<br /> EX 1E=55855(8"-N)
<br /> DANM o,L 88 i�u I —
<br /> BENCH: TOP OF BRASS DISC IN MONUMENT CASE IN
<br /> CONCRETE WEST OF SITE AS SHOWN ELEV. 54596'
<br /> BASIS OF BEARING / REX IM ELSSSAIH / / 112iH\, �yF�F6 ST
<br /> THE MONUMENTED CENTERLINE OF DAKOTA WAY, u W �-
<br /> AS THE BEARING OF N 43'45'SO"W,PER PLAT OF RANCHO 1OOTH ST S. /E 54022 8-u� EX SDMH
<br /> INTERCITY DMSION N0.2,VOLUME 73 OF PLATS PAGE 32. SS - -�__ _ EX ASPHALT lE 54022(8"-EV RIM EL 56023 -
<br /> N 88D9'06'W 170347' - ( n
<br /> lE 540.11(8"-W) \ IE 54483(24,_W $ �$
<br /> — EX PP 55q _ IE 54468(24'W)
<br /> _ (O(T)P) EX WV r/ SS _`r`�SS - - SS_., ly SS S SS—� SS 3 25
<br /> (T rP) N �Ex 8"C I.WATER MAIN g f ROPOSED ASPHALT APPROACH EX GRAVEL _ 24
<br /> (TYP) \ M M M u M - (TYPI 0 o (TI'P)
<br /> \ \ M M M M — 40' VICINITYMAP
<br /> M M
<br /> N88'09'08"W 10725' r EX SDMH �' l� 1=2'00°
<br /> _ (107.2/P) 75.94'LL c-o! ¢ o� j - M ANT(11P)
<br /> RIM EL-557.89 P0j / /�
<br /> — IE 54739(24"-E) z `= 000-FRAME FW D IP O1'(N)
<br /> It 53804(24"-S) ` F.�' W IRON GATE / '
<br /> IE 538.28(24'-N) �' CORNER LEGAL DESCRIPTION.'
<br /> LOT IMPERVIOUS AREA: y I a SDP 50'54V — — — —
<br /> \ S - v1 / RANCHO INTERCITY DIV 2 IRK 006 D-00-LOT 25
<br /> PROPOSED ASPHALT
<br /> 3,420 SF(W/OVERHANG) \ l 00
<br /> N88'DLI
<br /> °6 W a \ / i SITE DATA:
<br /> PROPOSED ASPHALT DRIVEWAY 2,535 SF E °� \ \ \ 140.08'(ADJ) ..R`s'
<br /> PROPOSED CO4CRETE PARKING AREA:TAL 6,600 SF \645 SF \7818� \ '_1
<br /> Lo in- \ H PROPOSED 3/4'T -725,U 75 \\\ \ \ 55B, /°`
<br /> Y+' 'r 1c TAX PARCEL NO.: 00552400602500
<br /> SIZE ADDRESS EVE&17VA-TOOTH ST SW
<br /> �`. DE \ -..._....-...-..._ WATER METER(TYP) I \ (7 \\ PROPOSED SIDE m EVERETT,WA 98204
<br /> \ /\ SEDER CONNECTION m �F
<br /> UPPER FLOOR _ S6� F WATER
<br /> DIS RICT ZONING RS17E AREA: 42 A
<br /> \ 0 �/ 'PF WATER DISTRICT. CITY OF EV
<br /> ERETT
<br /> TOTAL DISTURBED AREA: \ \ \ \ s OVERHANG(T PJ N �� �0 /S * /tom SEWER DISTRICT MUKIL E0 WAS EWA ER DIST
<br /> c0 \y '�y FUTU" T I ` `<�' \ \ as 20' / ,,. FIRE DISTRICT CITY a-EVERETT
<br /> 13,2155E \ \ ��Q RE / \\ \ �_______________ J IST6
<br /> M�, -: � ,' \ SCHOOL DISTRICT.
<br /> EN - - �_ // T Vpp -. ti LOT A �^
<br /> MUKILTEO SCHOOL D
<br /> .-
<br /> ABBREVIATIONS TABLE Sa so. E E j m OWNERES,LLC CANT.'
<br /> MOM IN E PUN \ .TC 19,2409A �
<br /> (A/P) =ANGLE POINT IN 1-1/2 DIS SS\ \ s\� \ EU lU ENT \ /EtJTURIE� / PO BOXAMA 271
<br /> NIURE$LLC
<br /> (BC) BOTTOM a`CURB-I'll (MCSBJ =MIN CRAWL SPACE ELEV \IJ \ VELOY ppl+ SR P OSE R / LAKE STEVENS,WA 98258
<br /> (BW) =BOTTOM OF WALL (OWS) =aL WATER SEPARA7ER IN 4"x4"CO S3 Yq ) / L 710 /-
<br /> (pc) =POINT OF CURVATURE DOWN O5" 1 08 R o 90 ', \ DEVE / �,G) / AMENDED SOIL AREA A / \
<br /> (BO) =BLOWOFF (PI) =PaNT of INTERSECnav / `So 9 A V A
<br /> (BRK) =BREAK/GRADE BREAK (pL) PROPERTY LINE 00691300003700 \ s .y. 2 PROPOSED SH'BLOCK /0 RAN /.; N �f� (5275)�(SEE NOTE 7) / CONTACT.' SURVEYOR:
<br /> (CB) =CATCH BASIN (pp) =POWER/UnL1TY POLE \ / ``�Ay S\ 9 \ w C2 .(-TYP) 2 3cA / \ MAC ENGINEERING,LEE PACIFIC COAST SURVEY$INC.
<br /> (COLT) =DOE
<br /> BOX UNITS (pi) POINT OF TANGENCY / f \\ \ \ LOT�' y� LOT B / I ^=Y' \/ pg\ -552
<br /> (CE) =CULVERT END (PVM'T) =PAVEMENT ELDEN D.177 P.E. DARREN J.RIDDLE
<br /> ©� / \ \\ 11,510 / /\ ,�/ e P.O.Box m P.0 BOX 13619
<br /> (RE) =RIM ELEVATION 'ti - \c/-9r \ 23.000 SF '2• / \'/\/ .� 3� SILVANA,WA 98287 MILL CREEK WA 98082
<br /> (CL) =CENTER LINE "{gyp F \ g, \ \ \x"J, .y\ TEL 360-652 5820 1D.:(425)512-7099
<br /> (CO) =CLEANOUT (SO) =STORM DRAIN \ V / S S \ \ \ m. / \\\ \� \� �� / E-MAIL:macengmeermg�ontier.com
<br /> (CSBC) =OR.SURF BASE COURSE (SLL) =SOLID LOCKING LID J �2 \ VL 6 / ) / .
<br /> (CSTC) =OR.SURF TOP COURSE (S$f =SANITARY SEWER `P� o �\I \ \ \ \ //
<br /> (cTR) =CENTER (SSMH) =SE WER MANHIXE / OQ�S y� \ \ / / �y',l�' 5 APPROVED
<br /> (01P) =DUCTILE IRON PIPE (sTRCTR) =STRUCTURE \ \ . I /i PUBLIC WORKS DEPARTMENT CONSTRUCTION SEQUENCE:
<br /> (DRNG) =DRAINAGE (TBR) =TO BE REMOVED / SS �o ��p \ / �- �, PROPOSER:COVERED ,;' / 50 /
<br /> (EL) =ELEVATION (IS) =TOP OF CURB / \ I` By:Tawnya Herman THIS CONSTRUCTION SEQUENCE IS TO BE USED AS A GUIDELINE CONDOTONS MAY
<br /> (EOA) =EDGE OF ASPHALT (TCI) =THRO CURB INLET O \/� \,p,\ / / .�99X\ -3=B.SHL.7 -' — E7 f '�'0 / DATE:03/03/2023 REQUIRE CHANGES IN TIMING OF WORK CHANGES SHALL BE DISCUSSED WITH AND
<br /> (EOG) =EDGE OF GRAVEL (708) =TOP OF BANK / /\P TYP ( / E L�X B CITY OF EVERETT REVIEWED FOR PERMIT APPROVED BY INSPECTOR AND OWNER.
<br /> (ESM T) =EASEMENT (1W) =TOP OF WALL I �- M EL=55t N 1. ARRANGE AND ATTEND PRE-CONS7RUCITON MEEPNG NTH THE CITY.
<br /> (EX) =EXISTING (T)p) =TYPICAL / 00552401000100 PROPOSED 75 0 to IE=54934(8"-NE)
<br /> (GA) =GUTTER LINE OF CURB (Ty-X) =TYPE-0,40H DRAINAG / IE=54924(8"_i 2 FLAG CLEARING LIMITS AS INDICATED AND INSTALL SW.P.P MEASURES.
<br /> (car) =CRATE (T)-I) =TYPE 7 CB // \ \ SS �\ 5 EASEMENT -` EX CB // ` City Of Everett Permit Review
<br /> (FH) -GRAVEL (YD) -YARD DRAIN \ '� / O J. CONSTRUCT SIR.&DRIVEWAYS.
<br /> (FHJ =FIRE HYDRANT (VG) =VANED GRAZE \ \ ` -} �EX FLOW `° RIM EL=54944 EVERETT Status:Approved as Noted
<br /> (F/L) =FLOW LINE (W) =WATER/WATER MAIN \ \ \ r \ / / y IE 54874(8"-N) // 4. STABILIZE DISTURBED LAND SURFACES.
<br /> (FOG) =FACE OF CURB (WDR) =WHEEL CHAIR RAMP RIM ELE 5 3� SS on s I �) ` IE-548./Og,\(8"-Suy 03/03/2023 10:22:21 AM
<br /> (IE) =INVERT ELEVAnaJ (WM)) =WATER METER ) /
<br /> (TNT) =INTERSECTION (WVJ =WATER VALVE \ EX SFR IE=54614(72"- EX ` N
<br /> (LI) =LOT LINE (I�/x A) =I/Pmts DELTA IE=54s a2(1"-s) �( ) \ \ 'T— 5 x 10'Ex EASEMENT \ / a / SEPARATE APPROVAL REQUIRED FROM
<br /> (MID =MAILBOX \ / PER AFN:8006200222 �0 4 y 5 / > \/ MUKILTEO WATER AND WASTEWATER
<br /> DISTRICT FOR SEWER CONNECTION.
<br /> LEGEND
<br /> EXISTING DESCRIPTION PROPOSED \ / 1 \ \ I 50 00552400602400 /
<br /> ElSTORM DRAIN GB(Ty-1) MOM IN CASE PUNCH IN // \ 00552401000300
<br /> l-1 2"BRASS DISC IN 4 z4" / / I •. \
<br /> O STORM DRAIN CB(Ty-2) • CONC POST DOWN 0.5' \ / I `�• \�" / /
<br /> 1710812021 ELEV 545.96'
<br /> STORM DRAIN SERVICE STUB c.—
<br /> OSAN.SEWER MANHOLE • / / 1E=535 4(8"-N
<br /> \ EX SR IE=53.34(8y 9) \ o
<br /> 1E-11.24(8-)
<br /> ° SAM SEWER CLEAN OUT • \ / \ \ / \ \ \\ EXISTING ASPHALT a 20' a !1
<br /> SAN.SEWER STUB \ \
<br /> PROPOSED
<br /> 7y �, --- --- CONCRETE CONCRETE
<br /> BLOW-CYF(BO) _.. ., ._. .
<br /> E3 WATER SERVICE(WS) -
<br /> WATER VALVE(WV) \
<br /> 'C WELL ® / l I / / EX SDMH � y`\ L5 COMP.DEPTH ACP SECTIONA
<br /> �} FIRE HYDRANT RIM EL=54O60
<br /> t"=536.40(24"-N) \ 2"COMP.DEPTH CSTC R FY
<br /> ' UTILITY POLE(PP,UP) `'�"' l EX SR 00552401000301 / IE=5379(12"-E) \ O 15 PROPERTY LINE
<br /> IE-5371 24( "S)
<br /> TREE NOTES: / IE=5379(72"- \ NOTES (TYP) PROPOSED
<br /> EDGE OF IAVEL WAY FLOW
<br /> SHRUB 1. THE EXISTING DEVELOPED SITE SLOPES TO THE SOUTH
<br /> I. FOR ACCESSING ONE a2 TWO RESIDENTIAL DWELLING UNITS(ONE DUPLEX a7 TWO SINGLE
<br /> 2 SOILS ON SITE AREA ARE ALDRWOOOD-URBAN LAND COMPLEX,, HYDROLOGIC SOIL FAMILY RESIDENCES)
<br /> PAVEMENT(BOA) CROUP IS"C'. IMMST SW.
<br /> 1. SUBGRADE SHALL BE PLACED AND COMPACTED IN ACCORDANCE WIN SECTION
<br /> ° CGRAVETE(EOC) ° J. DRIVEWAY/PARKING AREA WILL SLOPE TOWARD LAWN AREA AS INDICATED IN PLAN NEW. 2-03.3(N)C OF THE WSOOT/APWA SPECIFICAnONS(METHOD 6)SURFACING MATERIALS R/W
<br /> Permit#: PW2207-024 SHALL BE COMPACTED TO 95%OF MAXIMUM DENSITY(MODIFIED PROCTOR) - -
<br /> GRAVEL(EOG) 4. A MAXIMUM OF 700 SF OF IMPERVIOUS ROOF AREA MAY DRAIN TO EACH DOWNSPOUT Site Address: 1720 and 1722 100th St SW A
<br /> PER STDRMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON(SMMWW)V-4.1
<br /> BSBL SLOG SETBACK LINE(BSBL) -_ B.S.BL__ DESIGN CR17FRIA Fat SPLASH BLOCKS.NEW BUILDINGS EXPECTED r0 HAVE A MINIMUM Owner: AMA Ventures,LLC PLAN
<br /> � OF 3 DOWSPOUTS EACH.7L PROPERTY LINE(P/L) P� VEGETATED FLOW PATH SPLASH BLOCKS WILL
<br /> DOWNSPOUT TOBTHE DOAWNSTREAMHPROPERTY LINE Application Date: 07/29/2022
<br /> ELj1W RIGHT OF WAY(R/W) R/W at ANY SLOPE STEEPER THAN 151 Description: Site Work for Dakota Way-Lot A
<br /> CAL CENTER(CTR)LINE C/L 5. CONTRACTat WILL TAKE CARE IN REMOVING EXISTING VEGETATED AREAS AS TO NOT RESIDENTIAL ASPHAL TDRIVEWA YAPPROACH DETAIL )
<br /> X FENCE LINE REMOVE TOP SOIL at VEGETATION OUT SIDE OF THE CLEARING LIMITS at POLLUTION Review Status: APPROVED AS NOTED N Ts -
<br /> GENERATING IMPERVIOUS SURFACE(POTS)PRISM IF SOILS ARE REMOVED OUTSIDE OF
<br /> THE BUILDING OR PGIS PRISM THEN THE CONTRACTOR MLL RECALCULATE AND Review Date: 02/28/2023
<br /> DRAINAGE R0W PATTERNS INCORPORATE WTH EXISTING SOIL at AMENDED SOILS AS LONG AS THEY MEET THE
<br /> REQUIREMENTS IDENTIFIED IN SMMWW LIMP T513
<br /> SECTION CORNER (SEE REQUIREMENT CALCULA PONS IN DRAINAGE REPORT). EXAMINED AND APPROVED
<br /> 6 A ROCK CON57RUCROM ENTRANCE IS REWIRED.
<br /> ON THIS DAY OF 2023
<br /> SOIL LOG 7 EXISTING TOPSOIL WAS TESTED AND IT IS CONFIRMED THAT IT MEETS THE
<br /> REQUIREMENTS AS INDICATED SMMWW,BMP T5.13. EXISTING TOPSOIL WILL BE STOCK BY.
<br /> PILED FOR FINAL STABILIZATION (REFER TO MAC ENGINEERING DRAINAGE REPORT AND CITY OF EVERETT ENGINEER
<br /> TEMPORARY BENCHMARK COE.STD DWG 20J FOR ADDITIONAL DETAILS).
<br /> SURVEY PROVIDED BY., GRADING ESTIMATE SHEET INDEX DATE REWSION/ISSUED CITY FILE NO.:PW2207.024,B2207-091,B2207.092 PROJECT NO.
<br /> EN D.44 CUT. 115 CY's
<br /> p FEE: 115 CYs 06127122 ISSUED
<br /> PAaFIGCRASTSDR INC ALMA VENTURES LOT A 220642
<br /> �v�,p`�' LAND SURVEYING&MAPPING THE GRADING ESTIMATE PROVIDED FOR C7 SITE PLAN
<br /> �5�'o°s PIT BOX 13619 THESE PLANS IS APPROXIMATE,ACTUAL ) OB/08/22 REVISED PER aTY
<br /> MILL CREEK,WA 98082 GRADING VOLUMES MAY VARY. C2) EXISTING CON01110NS/SWPP PLAN 10128122 REVISED PER CITY
<br /> s TEL(425)512-7099 CALCULA RUNS DO NOT ACCOUNT FOR C3) SWPPP NOTES
<br /> VARIOUS VOLUMETRIC CHANGES DURING THEJfl(f,V6IiVFfRIjV6j 11C 07/24/23 REVISED PER CITY
<br /> EARTH WORK PROCESS. DWG
<br /> 02/12/23 REVISED PER CITY
<br /> DRAINAGE CI
<br /> P.O. E3®X 177, SILVANA, WA 98287 sslo„aftc� ,u� mEcavmacratsNauVERIFY THE LocAnavoFAu
<br /> TEL: (360) 652-5820 BEFOG y�Dlli UTILITIES PRIOR TO ANY CONSTRUCTION.AGENCIES INVOLVED
<br /> EMAIL: macengineering@fron tier.com L222/23 THE STARTOFCONSRUUCTI REASaABLEnMEPRIa i0 SITE PLAN OF
<br /> DAIS
<br />
|